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TBP 2022-07-20
Board of Trustees Regular eeting Agenda Fraser Town Hall, 153 Fraser Avenue and Virtually ednesday July 20, 2022 6:00 P - 9:00 P embers of the Board may have dinner together •: 5:30 p.m. NOTE: Times are approximate and agenda subject to change atch the meeting live on Fraser's YouTube Channel https://www.youtube.com/channel/UCs5aHnI7d-kkOj1cxV28DSq Participate in the meeting through our virtual platform Zoom eeting Information https://us02web.zoom.us/j/2590408013 eeting ID:259 040 8013 Phone 1-346-248-7799 P.M. Roll Call 2. Approval Of Agenda 3. Discussion And Possible Action Regarding a. Service Fee On Vacant Land- Ron Anderson b. Resolution 2022-07-03 Final Plat Koselig On Main - Baseline Documents: 01 Planner Briefing 7-20-2022.Pdf BOT Resolution 2022-07-03_REV1.Pdf 03 Referral Agency Comments And Applicant Responses.pdf 04 Final Plat.lpdf 05 Conceptual Drawings And Site Plan.pdf 06 Civil Construction Plans.pdf 07 Drainage Report.pdf Koselig On Main Drainage Review Comments 7-15-2022.Pdf 08 Construction Guarantee Agreement And Cost Estimates.pdf 09 Cover t_etter.pdf 10 Residential Coverage.pdf 11 Traffic impact Study.pdf 12 Phase 1 Environmental Site Assessmeint.pdf 13 Soils Report.pdf 14 Landscape Plan.pdf 15 Conformance To Comp Plan.pdf 16 Exterior Lighting lan.pdf c. Utility Vehicle Purchase Approval - Rob Documents: Utility Vehicle Purchase Approval Staff Briefing,pdf 20220715100231 001.Pdf d. Treasurer's Report - Rob Documents: Treasurer Report 072022.Pdf e. Victoria Village Request For Qualifications - Michael Documents: RFQ Requirernents Staff Briefing.pdf f. Resolution 2022-07-01 Adopting Wastewater Collection System Master Plan - Ed Documents: Resolution 2022-07-01 Adopting Wasterwater Collection System Master Plan.pdf 22.01.05_Upper Fraser Valley WWTP EQR Study_FINAL.pdf g. Proposed Annexation Discussion - Ed Documents: Fraser Annexation ©pportunity.pdf 4. Open Forum a) Business not on the agenda (If you would like to request time on a future agenda please contact the Town Clerk) 5. Updates 6. Executive Session For a conference with the Town Attorney for the purpose of receiving legal advice on specific legal questions under C.R.S. Section 24-6-402(4)(b) and For the purpose of determining positions relative to matters that may be subject to negotiations, developing strategy for negotiations, and/or instructing negotiators, under C.R.S. Section 24-6-402(4)(e). Regarding litigation. 7. Adjourn UPCOMING MEETING WEDNESDAY, AUGUST 3, 2022 BOARD OF TRUSTEES Board Staff Direct: Define the service, product or value Lead: Future focused planning to be delivered Protect: Establish the operational M Manage: Now focused policy and procedural boundaries to be respected by Staff and monitored by the Board guidance to ensure on time, on budget, and on target service delivery Enable: Advocacy, resource development, Accomplish: Ensure the work defined by the and role discipline direction of the Board of Trustees is accomplished Please contact the Town Clerk to request accommodations to assist people with disabilities to participate in public meetings. Listening devices for people with hearing impairment are available upon request. Town Clerk, Antoinette McVeigh 970-531-9943 or amcveigh@town.fraser.co.us oPe MEMO TO: Fraser Board of Trustees FROM: Alyssa Rivas, Planner, Baseline Engineering Corporation DATE: July 20, 2022 SUBJECT: Planner Briefing on Final Plat, Koselig on Main, 406 Zerex Street & 315 Fraser Avenue MATTER BEFORE THE BOARD OF TRUSTEES: Final Plat, Koselig on Main, 406 Zerex Street & 315 Fraser Avenue ACTION REQUESTED: The applicant, 406 Zerex LLC, is requesting Final Plat approval of Koselig on Main, 406 Zerex Street & 315 Fraser Avenue. BACKGROUND: This subdivision application is being processed as a Major Subdivision in accordance with Section 19-3-210 of the Fraser Municipal Code. The purpose of a major subdivision plat is to divide one (1) or more lots or parcels of land into a total of five (5) or more lots or five (5) or more dwelling units. The Preliminary Plat and Major Site Plan were conditionally approved at the Fraser Planning Commission meeting on April 27, 2022 in accordance with Resolution 2022-04-01. The Final Plat was recommended for approval by the Fraser Planning Commission on June 22, 2022 subject to conditions. Maps below indicate the general vicinity of this proposed development: C OMR EX 40 1 ZEREX , Town of Fraser PO Box 370, Fraser, CO 80442 office 970726-5491 fax 97% 726-5518 www.firasercolorado.com As outlined in the April 27, 2022 Planner Briefing for the Preliminary Plat and Major Site Plan approval, the applicant's project will consist of 4,000 SF of retail space and 20 apartment units. The project aims to deliver restricted low-income housing units and attainable market units to provide for rental housing to the residents of Fraser and Grand County. Residential density and parking requirements were found to be consistent with the Fraser Municipal Code and conditionally approved on April 27, 2022 per Resolution 2022-04-01. Conditions of Final Plat approval as recommended by the Planning Commission are listed below with a staff comment on the status of each item: 1. Applicant must address all Referral Agency Comments included in the packet. Staff Comment: The applicant is actively working with staff to address all outstanding Referral Agency Comments. 2. Applicant must resubmit civil drawings in accordance with Referral Agency Comments prior to building permit issuance. Towns of Fraser PO Box 370, (Fraser, CO 80442 office 070-726-5451 fax 97(. 726-551.8 www.frrasercolorado.com Staff Comment: The applicant is actively working with staff to address all outstanding civil drawing comments prior to the issuance of the building permit. 3. Applicant must secure CDOT Access Permit, if required, prior to recordation of Final Plat. Staff Comment: The applicant is working with CDOT to secure the necessary permits. All required permits are required prior to recordation of the Final Plat. 4. A Construction Guarantee Agreement (CGA) and appropriate security shall be submitted and approved prior to building permit issuance. Staff Comment: The CGA establishing the 125% surety amount has been drafted and is included with the packet for review and approval at the July 20, 2022 Board of Trustees meeting. 5. Lighting details and notes must be added to the Exterior Lighting plan showing compliance with the dark sky regulations of the Municipal Code. Staff Comment: The applicant has confirmed that exterior lighting is in conformance with Town regulations and is dark sky compliant. 6. The applicant shall pay school and park impact fees prior to recordation of Final Plat. Staff Comment: The applicant acknowledges that all school and park impact fees must be paid prior to recordation of the Final Plat. 7. Applicant shall resubmit for review and approval all Final Plat documents. This development application shall be scheduled before the Town of Fraser Board of Trustees once a complete application has been submitted. Staff Comment: The applicant resubmitted the Final Plat documents on June 27, 2022. The application was considered complete and scheduled for the Board of Trustees at that time. The applicant is actively working with staff to address all outstanding Referral Agency Comments. Staff has provided the following materials in the packet: • Planner Briefing (THIS MEMO) • Resolution 2022-07-03 • Referral Agency Comments and Applicant Responses The applicant has provided the following materials in the packet: • Final Plat • Conceptual Drawings & Site Plan • Civil Construction Plans • Drainage Report • Construction Guarantee Agreement (CGA) and Cost Estimates • Cover Letter Town of (Fraser PC) Box 370, Fraser, CO 80442 office 970-726--5491 fax 970-726-5518 www.f rasercolorado.com • Residential Coverage • Traffic Impact Study • Phase I Environmental Site Assessment • Soils Report • Landscape Plan • Conformance to Comprehensive Plan • Exterior Lighting Plan The applicant has also provided the following materials that are NOT in the packet: • Land Use Application • Title Commitment • Proof of water, sewer and utility service • Development schedule Recommendation: Staff recommends that the Fraser Board of Trustees approve the Final Plat and the Construction Guarantee Agreement for Koselig on Main subject to the following conditions: 1. The applicant shall address all Referral Agency Comments included in the packet. 2. The applicant shall resubmit civil drawings in accordance with Referral Agency Comments prior to building permit issuance. 3. The applicant shall secure a CDOT Access Permit prior to recordation of Final Plat. 4. The applicant shall execute the approved Construction Guarantee Agreement (CGA) and provide the required security prior to building permit issuance. 5. The applicant shall pay school and park impact fees prior to recordation of Final Plat. Resolution 2022-07-03 includes the above recommended conditions of approval. Please contact me with questions or concerns at al ssa.rivas baselinecorceco Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726--5491 fax 970 26 5518 www.frasercolorado.co n TOWN OF FRASER RESOLUTION NO. 2022-07-03 A RESOLUTION APPROVING A FINAL PLAT FOR KOSELIG ON MAIN, 406 ZEREX STREET AND 315 FRASER AVENUE, A REPLAT OF LOTS 24 THROUGH 29, BLOCK 7, AND 30 THROUGH 33, BLOCK 7 LYING NORTH OF U.S. ROUTE 40, FIRST ADDITION TO THE TOWN OF EASTOM, AKA FRASER, GRAND COUNTY, COLORADO WHEREAS, at the regular meeting of the Fraser Board of Trustees held on July 20, 2022, 406 Zerex, LLC requested approval for a Final Plat for Koselig on Main, 406 Zerex St. & 315 Fraser Ave; and WHEREAS, 406 Zerex, LLC is the current owner of the property; and WHEREAS, the applicant is requesting Final Plat approval for Koselig on Main which would allow for the construction of 4000 +/- SF of retail and 20 apartments at 406 Zerex Street and 315 Fraser Avenue in Fraser; and WHEREAS, Staff has determined that this application is in compliance with the Land Development Code of the Town of Fraser when the conditions listed below have been addressed. NOW THEREFORE BE IT RESOLVED BY THE BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO THAT: 1. The Town of Fraser hereby approves the Final Plat for Koselig on Main subject to the following conditions: a. The applicant shall address all Referral Agency Comments included in the packet. b. The applicant shall resubmit civil drawings in accordance with Referral Agency Comments prior to building permit issuance. c. The applicant shall secure a CDOT Access Permit prior to recordation of Final Plat. d. The applicant shall execute the approved Construction Guarantee Agreement (CGA) and provide the required security prior to building permit issuance. e. The applicant shall pay school and park impact fees prior to recordation of Final Plat. f. The Applicant and the Town shall enter into an agreement, which is approved by the Town Attorney, that ensures compliance with the requirement that 20% of the residential development contemplated by this application shall be deed restricted affordable housing units. Said agreement should be finalized and signed by the Applicant and Town prior to recordation of the final plat or prior to issuance of any certificate of occupancy. DULY MOVED, SECONDED AND ADOPTED THIS DAY OF JULY, 2022. Votes in favor: Votes opposed: Absent: Abstained: (S E A L) BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO BY: Mayor ATTEST: Town Clerk Alyssa Rivas From: Sent: To: Cc: Subject: Follow Up Flag: Flag Status: Jean Johnston <JeanJ@mpei.com> Wednesday, June 1, 2022 1:16 PM Alyssa Rivas Julie Esterl; Ryan Helle FW: 406 Zerex St - Koselig on Main Final Plat Referral Request Follow up Flagged [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the c en s sate, Hi Alyssa, MPEI would like easement language included on the front page of the plat. If this does not happen, then we will need to ask the developer for an easement before we install our equipment on the site. A blanket easement works best for this type of plat. See below. Blanket Easement: PER THIS PLAT, A BLANKET EASEMENT UPON, ACROSS, ABOVE, OVER, UNDER AND THROUGH THE SUBJECT PROPERTY IS GRANTED TO MOUNTAIN PARKS ELECTRIC, INC. FOR THE PURPOSE OF INGRESS TO AND EGRESS FROM, AND THE INSTALLATION, REPAIR, REPLACEMENT, OPERATION AND MAINTENANCE OF AN ELECTRIC DISTRIBUTION SYSTEM, INCLUDING ELECTRIC LINES AND ALL ASSOCIATED FACILITIES. WITH RESPECT TO THE ELECTRIC UTILITY EASEMENT GRANTED HEREBY, NO STRUCTURE SHALL BE ALLOWED CLOSER THAN TEN FEET (10') FROM ANY PRIMARY VOLTAGE POWER LINES OR WITHIN TEN FEET (10') AROUND ANY ABOVE GROUND EQUIPMENT. NO OTHER UTILITY LINE (WHETHER GAS, WATER, SEWER OR OTHER UTILITY) SHALL BE ALLOWED CLOSER THAN FIVE FEET (5') FROM ANY PRIMARY VOLTAGE POWER LINES OR WITHIN FIVE FEET (5') AROUND ANY ABOVE GROUND EQUIPMENT. NOT WITHSTANDING THE FOREGOING, UNDERGROUND COMMUNICATION FACILITIES SHALL NOT BE ALLOWED CLOSER THAN ONE FOOT (1') TO ANY POWER LINES AND ABOVE GROUND COMMUNICATION FACITLITIES SHALL NOT BE CLOSER THAN TWO FEET (2') TO ANY ABOVE GROUND ELECTRIC FACILITIES. NO GRADE CHANGES (FILL OR CUT) IN EXCESS OF SIX INCHES (6") ARE PERMITTED WITHIN TEN FEET (10') OF ANY PRIMARY ELECTRIC LINE OR WITHIN FIVE FEET (5') OF ANY OTHER FACILITY, INCLUDING SECONDARY ELECTRIC LINES, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM MOUNTAIN PARKS ELECTRIC, INC. Please let me know if you have any questions. Jean Jean Johnston JeanJ@mpei.com ex 265 Right of Way Specialist, Sr Staker ountain Parks Electric, Inc. 321 West Agate Ave • P.O. Box 170, Granby, CO 80446-0170 • 970.887.3378 We are owned by those we serve. This institution is an equal opportunity provider and employer. Click here to take our quick online survey for chance to win a $100 bill credit! From: Alyssa Rivas <alyssa.rivas@baselinecorp,com> Sent: Tuesday, May 24, 2022 7:28 PM To: 'Kent@whitmerlawfirm.com' <Kent@whitmerlawfirm.com>; Jean Johnston <JeanJ@mpei.com>; 'kandis.aggen@state.co.us' <kandis,aggen@state.co.us>; 'dsoles@eastgrandfire.com' <dsoles@eastgrandfire.com>; 'rmowrey@eastgrandfire.com' <rmowrey@eastgrandfire.com>; 'julie.koehler@merrick.com' <julie.koehler@merrick.com>; 'brian.killian@state.co.us' <brian,killian@state.co.us> Cc: Julie Ester) <julie.ester)@baselinecorp.com>; Ryan Helle <ryan.helle@baselinecorp.com> Subject: [External] 406 Zerex St - Koselig on Main Final Plat Referral Request Caution. This e he sender and Referral Agencies, it originated from outside of know the content is safe. MPEI. Do not click links' or open attachments unless you recognize 406 Zerex, LLC., has submitted a Final Plat application to the Town of Fraser for Koselig on Main. Please review the submittal documents which can be found by clicking the link below. Referral comments will be made part of the public record of the Town of Fraser. The Planning Commission public hearing will be June 22, 2022. Please provide any comments to be by June 10, 2022. https://www.dropbox.corn/scl/fo/9ohsirnrudpsffeatobkpo/h?d1=08,r1key=j1trrirxsy8ouoy2aw8vavqq8ly Thank you, LY IV;`, 1 ASSOCIATE PLANNER Baseline Engineering Corporation 1 Engineering, Planning, & Surveying Phone: 303.940.9966 1 Cell: 719.332.3928 1 www.baselinecorp.com 1 Social Media Office: 112 N. Rubey Drive, #210, Golden, CO 80403 Thank you for your ongoing support! We are now in the office, as well as home, continuing to provide the best services for our clients 2 P.O. Box 2967 • Winter Park, Colorado 80482 (970) 726-5824 • .eastgrandfire.com June 6, 2022 Ms. Alyssa Rivas Thank you for the opportunity to comment on 406 Zerex regarding Final Plat. Upon review of submitted documents, and previous meetings with the developers and their design teams, East Grand Fire Protection District #4 does not have any additional comments at this time and is in support of this development moving forward. Thank you Dennis Soles Fire Marshal East Grand Fire Protection District #4 Alyssa Rivas From: Will Berry <will@whitmerlawfirm.com> Sent: Wednesday, June 8, 2022 2:15 PM To: Alyssa Rivas Cc: Kent Whitmer Subject: FW: 406 Zerex St - Koselig on Main Final Plat Referral Request [EXTERNALEMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know Hello Alyssa, We've reviewed the final plat submittal and only have a few comments. he content is safe':. • TC § 19-3-230(e) requires a plat note advising that CO's cannot be issued until SIA improvements are complete and accepted by the Town. Here's some suggested language. o All purchasers, owners, and tenants of any lot, parcel, or tract shown on this plat are hereby notified that although building permits may be issued prior to final completion of subdivision improvements, no certificate of occupancy may be issued for a structure on any lot, parcel, or tract until all such improvements, as required by the Subdivision Improvements Agreement entered into with the Town of Fraser, have been completed and preliminarily accepted by the Town in accordance with Fraser Town Code § 19-3-445. • Section 10.1 of the SIA needs to be completed and we need copies of the assembled SIA exhibits. Thanks, William G. Berry, Attorney The Whitmer Law Firm, LLC Telephone: 970.725.3460 ea. 2 \X'ebsitc: www.whitmerlawfirm.com From: Alyssa Rivas <alyssa.rivas@baselinecorp.com> Sent: Tuesday, June 7, 2022 12:31 PM To: Kent Whitmer <kent@whitmerlawfirm.com>;1kandis.aggen@state.co.usi <kandis.aggen@state.co.us>; 'dsoles@eastgrandfire.com' <dsoles@eastgrandfire.com>; 'rmowrey@eastgrandfire.com' <rmowrey@eastgrandfire.com>;'brian.killian@state.co.us' <brian.killian@state.co.us> Cc: Julie Esterl <iulie.esterl@baselinecorp.com> Subject: RE: 406 Zerex St - Koselig on Main Final Plat Referral Request Hi all, I just want to confirm that you received the below referral request on 5/24/2022 — this is a new process for us as we begin our work with the Town of Fraser and I wanted to make sure it wasn't sitting in anyone's junk folder. Again, please return any comments to me by June 10`h Thank you, LY .IV I ASSOCIATE PLANNER Alyssa Rivas From: Aggen - CDOT, Kandis <kandis.aggen@state.co.us> Sent: Wednesday, June 8, 2022 8:33 AM To: Alyssa Rivas Cc: Brian Killian - CDOT Subject: Re: 406 Zerex St - Koselig on Main Final Plat Referral Request [EXTERNAL EP AIL] DO NOT CLICK links or at ach ents un ess you recognize the s nder and know he content is safe. Hi Alyssa, Thanks for sending this review. CDOT is working with the permittee on CDOT access permitting. We have provided comments on the traffic study and requested a revised study. The application process is on hold until we receive a revised study. Thanks, Kandis Aggen Assistant Access Manager Region 3 Traffic £t Safety P 970.683.6270 1 F 970.683.6290 kandis.aggen@state.co.us 1 www.codot.gov 222 S. Sixth St., Rm 100, Grand Junction, CO 81501 EJ On Tue, May 24, 2022 at 7:28 PM Alyssa Rivas <alyssa.rivas@baselinecorp.com> wrote: Referral Agencies, 406 Zerex, LLC., has submitted a Final Plat application to the Town of Fraser for Koselig on Main. Please review the submittal documents which can be found by clicking the link below. Referral comments will be made part of the public record of the Town of Fraser. The Planning Commission public hearing will be June 22, 2022. Please provide any comments to be by June 10, 2022. https://www.dropbox.corn/scl/fo/9ohsimrudpstfeatobkpo/h?d1=08,hkey=j1trnrxsv8ouoy2aw8vavqq81v 1 Joseph L. Henderson PE, PTOE Traffic Engineer / Principal June 16, 2022 Greg Bechler Principal Byson Real Estate Co. 5303 East Evans Avenue, Suite 306 Denver, CO 80222 RE: Koselig on Main Traffic Impact Study — Responses to CDOT's Comments Dear Greg, CDOT provided the following comments on the March 4, 2022 traffic impact study. I have provided the following responses to the comments. Comment 1 Response Comment 2 Response Comment 3 Response Comment 4 Response Comment 5 Response Comment 6 It is not acceptable to exclude trip assignment for retail space because there is no dedicated parking. The parking on Zerex St/US 40 is limited, so vehicles are likely to utilize street parking on Eastom Ave, Fraser Ave, and Doc Susie Ave. The trips that are expected to be generated by the retail space were assigned to the network. Refer to Section 4.2. CDOT may consider a multi -modal reduction factor if adequate justification is provided in the study. Such justification can include things like the proximity of the bus/train stop and the lack of dedicated parking. The volume of traffic that is expected to be generated by the development is so low that a multi -modal factor will make little difference in the results, so no multi -modal factor was considered. The site plan provided shows eight parking spaces adjacent to the commercial building that can be accessed from Doc Susie Ave or the alley. Are these parking spaces reserved for the housing units? The parking spaces will be reserved for the residential units. Please include analyses for the southbound left turns at Eastom and Fraser Ave. Refer to Section 7.0 on page 3. Peak hours evaluated for tourist/mountain towns like Fraser should include the Saturday peak hour, not just the standard weekday AM/PM peak hours. The updated report includes the Saturday peak hour traffic analysis. Annual growth rate should be 1.25% per year, based on the comprehensive "US 40 Fraser Traffic Report" attached (Pg. 29). 823 West 124th Drive Westminster, Colorado 80234 303.589.6875 joe@sustainabletrafficsolutions.com Greg Bechler June 16, 2022 Page 2 Response Comment 7 Response The 1.25% annual growth rate was used in the updated report. This appears to be a Level 2 study which does not require queuing and LOS analysis. Please refer to the attached "CDOT Levels of Traffic Evaluation" (2005). The study was updated based on these requirements. Please contact me with questions. Sincerely, Joseph L. Henderson, PE, PTOE Project Manager / Principal Koselig on Main Comment Response 1 Alyssa Rivas From:Ben Thurston Sent:Thursday, July 14, 2022 1:04 PM To:'wward1224@comcast.net' Cc:'Greg@byson.io'; 'kevin@byson.io'; Julie Esterl; Alyssa Rivas; Ed Cannon Subject:FW: Fraser Survey Review - Kos on Main Mr. Ward, We are in receipt of your revised subdivision plat for Koselig on Main, and unfortunately we are finding that it does not address all of the “relevant legal issues” raised by the first review. Please address the following: 1.The legal description on the plat is incorrect. It must match the correct legal description as it appears in the title commitment policy. Please ensure that the description matches exactly. Also correct the subtitle as it appears at the top of each sheet and also in the block in the lower right corner of each sheet. That description is as follows: 2.The Basis of Bearings depicted on the plat drawing must match the Basis of Bearings statement on the cover sheet of the plat. 2 3. Remove Sheet 2 of the plat and renumber accordingly. The proposed site plan is to be approved in a separate document and we will not proceed with recording a plat that includes a site plan that may or may not conflict with the approved plan. 4. Provide an updated title commitment and modify Note 2 to include the date of the updated document. 5. The plat drawing needs to clearly label the portion of Lot 24 that was previously dedicated to the Town for right‐of‐way along with the reception number (as stated in the property legal description). A solid line should delineate the western boundary of that right‐of‐way to show that it is excepted from the property. 6. There are multiple instances where your monument and line labels are obscured by other linework. And much of that linework – depicting topography and existing improvements – is simply not necessary. If you are truly interested in making the plat readable on an electronic device, you will take a little time to address the legibility issues. Please don’t hesitate to reach out if you have any questions about these comments. Thanks, Ben BEN THURSTON, AICP | PLANNING DIRECTOR Baseline Engineering Corporation | Engineering, Planning, & Surveying Phone: 303.202.5010 x220 | Cell: 720.271.6911 | www.baselinecorp.com | Social Media Employee Owned 5970 Greenwood Plaza Blvd Greenwood Village, CO 80111 Tel: +1 303-751-0741 hello@merrick.com www.merrick.com June 10, 2022 Ms. Julie Esterl Principal Planner Baseline Engineering Corporation 112 N. Ruby Drive #210 Golden, CO 80403 RE: Review of 406 Zerex St. - Koselig on Main Final Plat Dear Ms. Esterl: Merrick & Company has reviewed the proposed Final Plat for 406 Zerex St.- Koselig on Main and the associated Title Commitment dated 4-29-2022 with the following comments and concerns. 1. The property described and shown on the plat does not match the property described in the Title Commitment dated 4-29-2022. 2. The property depicted on the plat does not match the Title Commitment property or the property description written on the plat. 3. The Basis of Bearings needs to fully describe the monuments used. 4. The Basis of Bearings depicted on the plat does not match the written Basis of Bearings Statement. 5. Vicinity map is at too large of a scale and needs to be at a Quarter Section scale view, not a multiple section scale view. 6. Font size and type is very inconsistent. a. Typically 0.08 to 0.1 of the drawing scale for regular text. b. Title text and label text such as Sections, Roads, etc. can be slightly larger. 7. There is no Statement of Land Surveyors Statue of Limitations [CRS 38-80-105] 8. Sheet 2 does not seem to pertain to a final plat and should be removed. 9. Contours, utilities, and other improvements not related to boundary determination should not be shown. 10. Monuments need to be existent at all corners of the parcel. 11. The Town of Eastom Plat is requested to be submitted for cross check. a. Historical Lots and Blocks should be labeled in a screened (shaded) color for reference. 12. A closure report is requested to cross check the bearing and distance calls and the area. 13. Bold lines should be reserved for the boundary of the parcel. Please lighten the lines that do not pertain to the boundary. 14. Bearings and Distances and label tags associated with the boundary should be bold and a consistent font. 15. Recording information needs to be shown for adjoining rights-of-way. 16. A statement of scale or representative fraction of the drawing is missing. (Note that only the bar scale is shown). 17. A statement of lineal units needs to be added. Please feel free to contact me at 970-744-4614. I can also be e-mailed at jacob.frisch@merrick.com. Sincerely, Jacob S. Frisch, PLS, CFedS Northern Colorado Survey Manager Employee Owned 2480 W. 26th Street, Unit B225 Denver, Colorado 80211 Tel: +1 303-964-3333 hello@merrick.com www.merrick.com June 9, 2022 Ed Cannon, Town Manager Town of Fraser 153 Fraser Avenue, P.O. Box 370 Fraser, Colorado 80442 RE: KOSELIG ON MAIN DRAINAGE REVIEW Dear Mr. Cannon: We have reviewed the Koselig on Main submittal received May 27, 2022. The submittal included the Koselig on Main Drainage Memorandum and Construction Plans, dated May 20, 2022 by JVA Consulting Engineers. We have the following comments to offer related to the drainage improvements. Drainage Report 1. For the Infiltration Basin, we have the following comments: a. The geotechnical report does not provide recommendations related to an underground infiltration basin. Provide groundwater elevation and soil conditions, such as infiltration rates, needed to inform the design. b. Since underground storage has a high risk of plugging, is difficult to maintain, may have unknown geotechnical conditions, and does not provide freeboard as a typical pond would have, we recommend that the storage volume be increased by at least 15% to provide a safety factor. c. It is preferred to have an outlet pipe for underground storage facilities, instead of only relying on infiltration. If possible, provide an outlet pipe that connects to the existing storm sewer system in Frazer Avenue or that directly outfalls to the river. d. The volume sizing calculation is based on the assumption that infiltration will occur at the historic flow rate. Provide the estimated infiltration rate based on the existing soil conditions and verify that this rate is equal to or greater than the historic flow rate. If it is less than the historic flow rate, increase the required volume. e. Maintenance will be the responsibility of the property owner. Provide a maintenance plan that describes how the pond will be maintained, equipment needed, and a maintenance schedule. 2. Provide sizing calculations for the proposed storm sewer pipes, including the pipe connections from the inlets to the infiltration basin and inlet control calculation for the 6” PVC with a small pipe headwall. 3. Provide sizing calculations for the proposed concrete pan. 4. Provide sizing calculations for the proposed valley inlets. Similar to Comment 12 below, the existing alley grades just north of the inlets is lower than the grate elevations so ponded water will not be contained. Adjust the proposed grading to provide the minimum required ponding depth at the inlets, plus freeboard. 5. Provide a copy of the Drainage Map in the Drainage Memorandum. q:\denver_north\projects\0492-07 fraser development reviews\reviews\koselig on main(406 zerex st)\2022-0527 submittal\koselig on main drainage review_2022-0610.docx Construction Plans 6. Provide a cover sheet that includes the project name, type of document (i.e., Final Development Plans, Site Plans, Preliminary Plans, etc.), and location map. 7. On Sheets C0.2 and C1.0. existing inlets are shown at the intersections of Hwy. 40 and Fraser Ave. and Doc Susie Ave. and Fraser Ave. Show the existing storm sewer system that connects these inlets, the pipe size, and where it outfalls to. 8. On Sheet C1.0, we recommend that the finished floor elevations (FFE) for both buildings be raised to protect them from potential street flooding. Without analyzing offsite runoff to the existing gutters and concrete pans along Hwy. 40 and Fraser Avenue, we recommend assuming that the flow depth will be at least 1-foot deep, which is typically the maximum allowed street flow depth. Allowing for 0.5 feet of freeboard, the FFE’s should be set at lease 1.5 feet above the highest adjacent flowline elevation. Currently the FFE’s for both buildings are set at about the flowline elevations which appears to have a high risk for flooding. 9. On Sheet C1.0, just northwest of the Hwy. 40 and Fraser Ave. intersection, it appears that a section of concrete pan is proposed where there is an existing driveway ramp. The driveway ramp will no longer be needed, so instead of a concrete pan, provide curb and gutter for this section of sidewalk and match to the existing curb and gutter at each end. Adjust the sidewalk grading as needed. 10. On Sheet C1.0, it appears that a pond is proposed between the two buildings just north of Fraser Ave. Clarify the purpose of this low graded area. 11. On Sheet C1.0, relocate the trash enclosure so it is not shown blocking the south half of the concrete pan. 12. On Sheet C1.0, it shows that runoff from the parking lot area is intended to be routed by about a 4’ wide concrete pan that would only be 2 inches deep. The existing alley grades just north of the concrete pan are lower and do not provide additional depth to contain flow in the concrete pan. Verify that the concrete pan has capacity to contain the 100-year tributary flow. Freeboard must also be provided to ensure this runoff is contained and routed to the inlets and infiltration basin. 13. On Sheet C1.0, several small-sized PVC storm pipes are proposed. We recommend increasing the pipe sizes to be 10 inches minimum to reduce the potential for clogging and for easier maintenance. 14. For the proposed PVC storm pipes, provide cleanouts as needed. 15. On Sheet C1.0, a trash removal structure that is easily accessible must be provided at all the inflows to the underground detention system. This can be an inlet or manhole type structure that is designed to remove trash and sediment. We recommend routing the two 6” PVC and 8” PVC storm pipes to a single trash removal structure. The proposed valley inlets must be modified to provide trash removal. 16. Provide a detailed layout of the infiltration basin, including the size of pipes, cells, infiltration layers/materials, inspection ports and/or access manholes for maintenance, elevations, and dimensions. Please let us know if you have any questions. q:\denver_north\projects\0492-07 fraser development reviews\reviews\koselig on main(406 zerex st)\2022-0527 submittal\koselig on main drainage review_2022-0610.docx Sincerely, Merrick & Company Jeanne M. Boyle, PE, CFM Cc: Alyssa Rivas, Baseline Engineering Corporation Julie Esterl, Baseline Engineering Corporation Ryan Helle, Baseline Engineering Corporation 2 Baseline Engineering Corporation | Engineering, Planning, & Surveying Phone: 303.940.9966 | Cell: 719.332.3928 | www.baselinecorp.com | Social Media Office: 112 N. Rubey Drive, #210, Golden, CO 80403 Thank you for your ongoing support! We are now in the office, as well as home, continuing to provide the best services for our clients. From: Alyssa Rivas Sent: Tuesday, May 24, 2022 7:28 PM To: 'Kent@whitmerlawfirm.com' <Kent@whitmerlawfirm.com>; 'jeanj@mpei.com' <jeanj@mpei.com>; 'kandis.aggen@state.co.us' <kandis.aggen@state.co.us>; 'dsoles@eastgrandfire.com' <dsoles@eastgrandfire.com>; 'rmowrey@eastgrandfire.com' <rmowrey@eastgrandfire.com>; 'julie.koehler@merrick.com' <julie.koehler@merrick.com>; 'brian.killian@state.co.us' <brian.killian@state.co.us> Cc: Julie Esterl <julie.esterl@baselinecorp.com>; Ryan Helle <ryan.helle@baselinecorp.com> Subject: 406 Zerex St ‐ Koselig on Main Final Plat Referral Request Referral Agencies, 406 Zerex, LLC., has submitted a Final Plat application to the Town of Fraser for Koselig on Main. Please review the submittal documents which can be found by clicking the link below. Referral comments will be made part of the public record of the Town of Fraser. The Planning Commission public hearing will be June 22, 2022. Please provide any comments to be by June 10, 2022. https://www.dropbox.com/scl/fo/9ohsimrudpstfeatobkpo/h?dl=0&rlkey=jltmrxsv8ouoy2aw8vavqq8lv Thank you, ALYSSA RIVAS | ASSOCIATE PLANNER Baseline Engineering Corporation | Engineering, Planning, & Surveying Phone: 303.940.9966 | Cell: 719.332.3928 | www.baselinecorp.com | Social Media Office: 112 N. Rubey Drive, #210, Golden, CO 80403 Thank you for your ongoing support! We are now in the office, as well as home, continuing to provide the best services for our clients. July 14, 2022 Julie Esterl Principal Planner Baseline Corp-Town of Fraser Planning Dept. 153 Fraser Ave. Fraser, CO 80442 RE: Koselig on Main 3544c Dear Town of Fraser Planning Department: Thank you for your time and the thoughtful consideration reflected in the comments for our plans. We believe our responses to the comments below, and the actions we will take to address the comments, are adequate responses to the concerns expressed in the comments. 1. For the Infiltration Basin, we have the following comments: a. The geotechnical report does not provide recommendations related to an underground infiltration basin. Provide groundwater elevation and soil conditions, such as infiltration rates, deeded to inform the design. Noted. The Distillery adjacent to the site has an onsite infiltration basin with a similar design which has been approved by the Town of Fraser, and it has been functioning adequately. The functioning of the Distillery infiltration basin informed the soil conditions used in the design of the infiltration basin on this project site. b. Since underground storage has a high risk of plugging, is difficult to maintain, and does not provide adequate freeboard as a typical pond would have, we recommend that the storage volume be increased by at least 15% to provide a safety factor. Noted. The infiltration basin is sized for the storage volume of the entirety of the100-year storm event. Inlets are sized to account for the potential to plug, and calculations for inlets will be provided. Freeboard and oversizing the provided storage volume relative to the required storage volume is not intended to be part of the infiltration basin design as stormwater will not outlet from the basin. Storm events with flows and required storage volumes that are greater than the required 100-yr design storm event, if they occur, are intended to bypass infiltration basin after reaching the capacity for a 100-yr storm event. Accounting for freeboard within the infiltration basin would increase the infiltration basin’s capacity beyond the volume required for the 100-yr major design storm event. Upsizing the basin by 15% would also increase the volume beyond the needed storage volume. c. It is preferred to have and outlet pipe for underground storage facilities, instead of relying on infiltration. If possible, provide an outlet pipe that connects to the existing storm sewer system in Fraser Avenue or that directly outfalls to the river. Koselig on Main Town of Fraser July 14, 2022 2 of 5 Noted. This has been considered and it has been concluded that there are no outfall locations available. d. The volume sizing calculation is based on the assumption that infiltration will occur at the historic flow rate. Provide the estimated infiltration rate based on the existing soil conditions and verify that this rate is equal to or greater than the historic flow rate. If it is less than the historic flow rate, increase the required volume. Noted. There is no controlled release from the infiltration basin, and it is designed to accommodate the storage volume of the entire 100 year storm event. Infiltration will occur to empty the basin within 72 hours but was not accounted for in the calculations in order to be conservative. Once the overall drainage volume is achieved in the basin, the historic runoff will overflow via the valley inlets to the ROW, following historic drainage patterns. e. Maintenance will be the responsibility of the property owner. Provide a maintenance plan that describes how the pond will be maintained, equipment needed, and a maintenance schedule. Noted. The property owner understands the responsibility to maintain the infiltration basin, and it is to be maintained per manufacturer's specifications. 2. Provide sizing calculations for the proposed storm sewer pipes, including the pipe connections from the inlets to the infiltration basin and inlet control calculation for the 6” PVC with a small pipe headwall. Noted. Calculations for pipe capacities will be provided. 3. Provide sizing calculations for the proposed concrete pan. Noted. Calculations for the concrete pan capacity will be provided. 4. Provide sizing calculations for the proposed valley inlets. Similar to Comment 12 below, the existing alley grades just north of the inlets is lower than the grate elevations so ponded water will not be contained. Adjust the proposed grading to provide the minimum required ponding depth at the inlets, plus freeboard. Noted. Calculations for sizing inlets will be provided. It is the design intent to prevent ponding by sizing the inlets to account for the potential to clog so that freeboard above the inlets is unnecessary. It is also the design intent to allow flows greater than the 100-yr major storm event to bypass the valley inlets after the infiltration basin has filled to capacity with the 100-yr storm event storage volume, maintaining historic drainage patterns. Freeboard, in this case, may be considered to be the cover depth from the top of the infiltration basin to the grate elevation of the lowest inlet. 5. Provide a copy of the Drainage Map in the Drainage Memorandum. Noted. A copy of the Drainage Map will be provided and appended to the Drainage Memorandum. Koselig on Main Town of Fraser July 14, 2022 3 of 5 6. Provide a cover sheet that includes the project name, type of document (i.e., Final Development Plans, Site Plans, Preliminary Plans, etc.), and location map. Noted. Cover sheet will be provided. 7. On Sheets C0.2 and C1.0 existing inlets are shown at the intersections of Hwy. 40 and Fraser Ave. and Doc Susie Ave. and Fraser Ave. Show the existing storm sewer system that connects these inlets, the pipe size, and where it outfalls to. The indicated inlets are outside of the property boundaries in the ROW, and they are not part of the drainage design for this project. To the design teams knowledge this system does not continue down Doc Susie Ave instead it outlets across Doc Susie to the south and east. Drainage design in the ROW by others is assumed to be adequately designed for ROW flows. Added flows from the small parking area in the ROW to the south are negligible to the overall basin upstream of these inlets. If the Town of Fraser can provide a survey for their ROW, including inlet and pipe information, we can add it to the plans. 8. On Sheet C1.0, we recommend that the finished floor elevations (FFE) for both buildings be raised to protect them from potential street flooding. Without analyzing offsite runoff to the existing gutters and concrete pans along Hwy. 40 and Fraser Avenue, we recommend assuming that the flow depth will be at least 1-foot deep, which is typically the maximum allowed street flow depth. Allowing for 0.5 feet of freeboard, the FFE’s should be set at least 1.5 feet above the highest adjacent flowline elevation. Currently the FFE’s for both buildings are set at about the flowline elevations which appears to have a high risk of flooding. Noted. To our knowledge, this is not a requirement of the Town of Fraser. 9. On Sheet C1.0, just northwest of the Hwy. 40 and Fraser Ave. intersection, it appears that a section of concrete pan is proposed where there is an existing driveway ramp. The driveway ramp will no longer be needed, so instead of a concrete pan, provide curb and gutter for this section of sidewalk and match to the existing curb and gutter at each end. Adjust the sidewalk grading as needed. Noted. This design was added with the permit drawings per Town comments. 10. On Sheet C1.0, it appears that a pond is proposed between the two buildings just north of Fraser Ave. Clarify the purpose of this low graded area. This area is not designed to be a pond as the small pipe headwall is not designed to provide a controlled release of stormwater to the infiltration basin, the area is designed to be a swale and the small pipe headwall is designed to be a simple, standard inlet with a trash rack that is to be added to the plans. The small pipe headwall is in a sump condition to provide positive drainage away from both of the buildings. and to encourage the drainage of the snow storage area(s). Refer to Landscape plans for snow storage information. Koselig on Main Town of Fraser July 14, 2022 4 of 5 11. On Sheet C1.0, relocate the trash enclosure so it is not shown blocking the south half of the concrete pan. The trash enclosure will allow flow to bypass it. Refer to Architectural and Landscape plans for trash enclosure information. 12. On Sheet C1.0, it shows that runoff from the parking lot area is intended to be routed by about a 4’ wide concrete pan that would only be 2 inches deep. The existing alley grades just north of the concrete pan are lower and do not provide additional depth to contain flow in the concrete pan. Verify that the concrete pan has capacity to contain the 100-year tributary flow. Freeboard must also be provided to ensure this runoff is contained and routed to the inlets and infiltration basin. Noted. Calculations for the concrete pan capacity will be provided. It is also the design intent to allow flows greater than the 100-yr major storm event to bypass the valley inlets that collect flows from the concrete pan after the infiltration basin has filled to capacity with the 100-yr storm event storage volume, maintaining historic drainage patterns. Freeboard, in this case, may be considered to be the cover depth from the top of the infiltration basin to the grate elevation of the lowest inlet. 13. On Sheet C1.0, several small-sized PVC storm pipes are proposed. We recommend increasing the pipe sizes to be 10 inches minimum to reduce the potential for clogging and for easier maintenance. Noted. A trash rack is added to the small pipe headwall to prevent clogging in the pipe or infiltration basin, and pipes are being upsized to 8” to further reduce the potential for clogging and ease maintenance of the storm system. 14. For the proposed PVC storm pipes, provide cleanouts as needed. Noted. Cleanouts for the storm pipes will be provided as necessary. Two additional cleanouts have been adding the parking areas. The pipes currently are straight runs that can be accessed from both ends. 15. On sheet C1.0, a trash removal structure that is easily accessible must be provided at all the inflows to the underground detention system. This can be an inlet or manhole type structure that is designed to remove trash and sediment. We recommend routing the two 6” PVC and 8” PVC storm pipes to a single trash removal structure. The proposed valley inlets must be modified to provide trash removal. Noted. The roof drain storm pipes are to have trash collecting features on the roof at the storm pipe inlet. A trash rack is added to the small pipe headwall to prevent clogging in the pipe or infiltration basin, and pipes are being upsized to 8” to further reduce the potential for clogging and ease maintenance of the storm system. 3 foot depth water quality sumps have been added to the valley inlets as well for further sediment and debris capture prior to the infiltration basin The detention chamber is designed per manufacturer specifications and the design provides easy Koselig on Main Town of Fraser July 14, 2022 5 of 5 access to the chamber. The infiltration basin is to be maintained per the manufacturer's specifications, including maintenance of trash removal features. 16. Provide a detailed layout of the infiltration basin, including the size of pipes, cells, infiltration layers/materials, inspection ports and/or access manholes for maintenance, elevations, and dimensions. A detailed design is being completed by the manufacturer based on the plans and a detail for the system was added to the permit drawings. See latest issued drawings. Sincerely, JVA, INCORPORATED By: ____________________________________ Zach Beveridge Design Engineer Enclosure: CC: Peter Nelson Krista Klancke – Outlier Gregory Bechler – Byson Kevin Rifkin – Byson 2) 6 YARD DUMPSTERS24’ 0" Sidewalk7’ 0" 1234567811121819202122232425262720’ 0"131415161710 ’ 0 " 20’ 0" 10’ AB C D E F 2 45361 22’ 0" 22’ 0" 22’ 0" 22’ 0"22’ 0"12 3 4 5 6 7 8 2’ 0" AB C D E F 2 45361 HOOKSHOOKSW/ D W/ D 7 9 1110 12 13 G H I J K 22’ 0"22’ 0" 22’ 0" 20’ 0" 64’ 0" 8’ 0" 8 ADA 1 2 345 6 7 8 9 24’ 8"20’ 0" 10’ 0"L 24’ 0" 9’ 0"18’ 0" 4’ 0"9’ 0"5’ 7 9 1110 1213G H I J K 8 22’ 0"22’ 0"22’ 0"22’ 0"L 6’ 0"11’ 0"47’ 0" 8’ 0"6’ 0" 58’ 0"4’ 0" KOSELIG ON MAIN SECTION 20, TOWNSHIP 1 NORTH, RANGE 76 WEST OF THE 6TH P.M. COUNTY OF GRAND, TOWN OF FRASER, COLORADO DRAINAGE PLANS JVA, Inc.1319 Spruce Street www.jvajva.com Boulder, CO 80302 303.444.1951 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver These designs, plans, and contract documents are reviewed for concept and general conformance to the Town's minimum standards only, and the responsibility for design adequacy shall remain with the Engineer of Record. This review does not imply responsibility by either the Town of Fraser or the Town's Engineer for completeness, accuracy or correctness of calculations. The review does not imply that quantities of items indicated on the Plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the Town of Fraser or any of the reviewing parties for additional items and additional quantities of items shown that may be required during the construction phase. Approved for construction within one (1) year of the earliest of these dates: By Town Engineer By By Town of Fraser East Grand Fire Protection District #4 Date Date Date Certificate for Approval by the Board of Trustees Approved and all public dedications accepted this day of Town Board. The Town of Fraser does not assume any responsibility for the correctness of accuracy of the information disclosed on this plat nor any representations of information presented to the Town of Fraser which induced the Town to give this certificate. By Phil Vandernail ,, by the Fraser Mayor, Town of Fraser SHEET SH E E T C O N T E N T S PR O J E C T 20 2 2 P e t e r N e l s o n A r c h i t e c t u r e c LO C A T I O N SC A L E DR A W N CH E C K E D As N o t e d 1/ 1 6 " = 1 ' - 0 " 1/ 8 " = 1 ' - 0 " 1/ 4 " = 1 ' - 0 " 1/ 2 " = 1 ' - 0 " 1" = 1 ' - 0 " 1- 1 / 2 " = 1 ' - 0 " CM K JE B PO B o x 3 2 7 6 OW N E R AR C H I T E C T Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 5 3 1 . 1 1 8 7 ne l s o n p e t e r f @ g m a i l . c o m Pe t e r N e l s o n A r c h i t e c t u r e GE N E R A L C O N T R A C T O R PO B o x 1 1 7 3 Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 9 7 7 . 9 8 4 3 PG A r n o l d th o m a s . e l l i o t t @ p g a r n o l d . c o m 3/ 4 " = 1 ' - 0 " By s o n R e a l E s t a t e C o . 53 0 3 E . E v a n s A v e . , S u i t e 3 0 6 De n v e r , C O 8 0 2 2 2 30 3 . 3 2 4 . 9 9 9 8 gr e g @ b y s o n . i o 40 6 Z e r e x S t r e e t Fr a s e r , C o l o r a d o JV A J O B # : 2 1 3 3 2 CI V I L E N G I N E E R 47 C O O P E R C R E E K W A Y Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 7 2 2 . 7 6 7 7 kv e c c h i a r e l l i @ j v a j v a . c o m JV A , I n c . KO S E L I G O N M A I N 1S T I S S U E 4/ 2 1 / 2 0 2 2 IS S U E D 2N D I S S U E 5/ 2 0 / 2 0 2 2 FO R P E R M I T 6/ 0 1 / 2 0 2 2 FI N A L P L A T S U B M I T T A L 7/ 1 4 / 2 0 2 2 CO V E R S H E E T C0.0 7/14/22 Know what's below. before you dig.Call R SHEET SH E E T C O N T E N T S PR O J E C T 20 2 2 P e t e r N e l s o n A r c h i t e c t u r e c LO C A T I O N SC A L E DR A W N CH E C K E D As N o t e d 1/ 1 6 " = 1 ' - 0 " 1/ 8 " = 1 ' - 0 " 1/ 4 " = 1 ' - 0 " 1/ 2 " = 1 ' - 0 " 1" = 1 ' - 0 " 1- 1 / 2 " = 1 ' - 0 " CM K JE B PO B o x 3 2 7 6 OW N E R AR C H I T E C T Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 5 3 1 . 1 1 8 7 ne l s o n p e t e r f @ g m a i l . c o m Pe t e r N e l s o n A r c h i t e c t u r e GE N E R A L C O N T R A C T O R PO B o x 1 1 7 3 Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 9 7 7 . 9 8 4 3 PG A r n o l d th o m a s . e l l i o t t @ p g a r n o l d . c o m 3/ 4 " = 1 ' - 0 " By s o n R e a l E s t a t e C o . 53 0 3 E . E v a n s A v e . , S u i t e 3 0 6 De n v e r , C O 8 0 2 2 2 30 3 . 3 2 4 . 9 9 9 8 gr e g @ b y s o n . i o 40 6 Z e r e x S t r e e t Fr a s e r , C o l o r a d o JV A J O B # : 2 1 3 3 2 CI V I L E N G I N E E R 47 C O O P E R C R E E K W A Y Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 7 2 2 . 7 6 7 7 kv e c c h i a r e l l i @ j v a j v a . c o m JV A , I n c . KO S E L I G O N M A I N 1S T I S S U E 4/ 2 1 / 2 0 2 2 IS S U E D 2N D I S S U E 5/ 2 0 / 2 0 2 2 FO R P E R M I T 6/ 0 1 / 2 0 2 2 FI N A L P L A T S U B M I T T A L 7/ 1 4 / 2 0 2 2 GE N E R A L L E G E N D , N O T E S & AB B R E V I A T I O N S C0.1 7/14/22 CS NE1/4 S.19 T.1S, R.75W REC. #2012002871 OWNER: 404 DOC SUSIE LLC E1/2 NE1/4 S.19, T.1S, R.75 BOOK 426, PAGE 0428 OWNER: TOWN OF FRASER BOOK 242 PAGE 606 OWNER: YOUNGS REAL ESTATE CO., LLC NE1/4 S.19 T.1S, R.75W REC. #2015006301 OWNER: CAMERON, CHRISTOPHER PALMER 20' WIDE ALLEY G G FRASER AVE. (60' ROW) (ASPHALT ROAD) DO C S T R E E T (3 4 . 5 ' R O W ) (A S P H A L T R O A D ) U . S . H I G H W A Y 4 0 ( A S P H A L T R O A D ) N 2 7 ° 4 5 ' 0 5 " W 6 0 . 0 7 ' 34.5' 34.5' N89°50'56"W 109.64' N72°59'11"W 15.97' N0°09'04"E 8.27' S0°09'04"W 12.90' 124.93' 1,576 SF (ORD #274) VACATED ROW REC #2001-012433 14 . 5 ' R E C 2 0 0 1 - 0 1 2 4 3 4 UTILITY EASEMENT E E E E E E E E E G G G G G G G G G G G SHEET SH E E T C O N T E N T S PR O J E C T 20 2 2 P e t e r N e l s o n A r c h i t e c t u r e c LO C A T I O N SC A L E DR A W N CH E C K E D As N o t e d 1/ 1 6 " = 1 ' - 0 " 1/ 8 " = 1 ' - 0 " 1/ 4 " = 1 ' - 0 " 1/ 2 " = 1 ' - 0 " 1" = 1 ' - 0 " 1- 1 / 2 " = 1 ' - 0 " CM K JE B PO B o x 3 2 7 6 OW N E R AR C H I T E C T Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 5 3 1 . 1 1 8 7 ne l s o n p e t e r f @ g m a i l . c o m Pe t e r N e l s o n A r c h i t e c t u r e GE N E R A L C O N T R A C T O R PO B o x 1 1 7 3 Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 9 7 7 . 9 8 4 3 PG A r n o l d th o m a s . e l l i o t t @ p g a r n o l d . c o m 3/ 4 " = 1 ' - 0 " By s o n R e a l E s t a t e C o . 53 0 3 E . E v a n s A v e . , S u i t e 3 0 6 De n v e r , C O 8 0 2 2 2 30 3 . 3 2 4 . 9 9 9 8 gr e g @ b y s o n . i o 40 6 Z e r e x S t r e e t Fr a s e r , C o l o r a d o JV A J O B # : 2 1 3 3 2 CI V I L E N G I N E E R 47 C O O P E R C R E E K W A Y Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 7 2 2 . 7 6 7 7 kv e c c h i a r e l l i @ j v a j v a . c o m JV A , I n c . KO S E L I G O N M A I N 1S T I S S U E 4/ 2 1 / 2 0 2 2 IS S U E D 2N D I S S U E 5/ 2 0 / 2 0 2 2 FO R P E R M I T 6/ 0 1 / 2 0 2 2 FI N A L P L A T S U B M I T T A L 7/ 1 4 / 2 0 2 2 DE M O L I T I O N P L A N C0.2 7/14/22 CS NE1/4 S.19 T.1S, R.75W REC. #2012002871 OWNER: 404 DOC SUSIE LLC E1/2 NE1/4 S.19, T.1S, R.75 BOOK 426, PAGE 0428 OWNER: TOWN OF FRASER BOOK 242 PAGE 606 OWNER: YOUNGS REAL ESTATE CO., LLC NE1/4 S.19 T.1S, R.75W REC. #2015006301 OWNER: CAMERON, CHRISTOPHER PALMER 20' WIDE ALLEY G G FRASER AVE. (60' ROW) (ASPHALT ROAD) DO C S T R E E T (3 4 . 5 ' R O W ) (A S P H A L T R O A D ) U . S . H I G H W A Y 4 0 ( A S P H A L T R O A D ) N 2 7 ° 4 5 ' 0 5 " W 6 0 . 0 7 ' 34.5' 34.5' N89°50'56"W 109.64' N72°59'11"W 15.97' N0°09'04"E 8.27' S0°09'04"W 12.90' 124.93' 1,576 SF (ORD #274) VACATED ROW REC #2001-012433 14 . 5 ' R E C 2 0 0 1 - 0 1 2 4 3 4 UTILITY EASEMENT E E E E E E E E E G G G G G G G G G G G SHEET SH E E T C O N T E N T S PR O J E C T 20 2 2 P e t e r N e l s o n A r c h i t e c t u r e c LO C A T I O N SC A L E DR A W N CH E C K E D As N o t e d 1/ 1 6 " = 1 ' - 0 " 1/ 8 " = 1 ' - 0 " 1/ 4 " = 1 ' - 0 " 1/ 2 " = 1 ' - 0 " 1" = 1 ' - 0 " 1- 1 / 2 " = 1 ' - 0 " CM K JE B PO B o x 3 2 7 6 OW N E R AR C H I T E C T Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 5 3 1 . 1 1 8 7 ne l s o n p e t e r f @ g m a i l . c o m Pe t e r N e l s o n A r c h i t e c t u r e GE N E R A L C O N T R A C T O R PO B o x 1 1 7 3 Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 9 7 7 . 9 8 4 3 PG A r n o l d th o m a s . e l l i o t t @ p g a r n o l d . c o m 3/ 4 " = 1 ' - 0 " By s o n R e a l E s t a t e C o . 53 0 3 E . E v a n s A v e . , S u i t e 3 0 6 De n v e r , C O 8 0 2 2 2 30 3 . 3 2 4 . 9 9 9 8 gr e g @ b y s o n . i o 40 6 Z e r e x S t r e e t Fr a s e r , C o l o r a d o JV A J O B # : 2 1 3 3 2 CI V I L E N G I N E E R 47 C O O P E R C R E E K W A Y Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 7 2 2 . 7 6 7 7 kv e c c h i a r e l l i @ j v a j v a . c o m JV A , I n c . KO S E L I G O N M A I N 1S T I S S U E 4/ 2 1 / 2 0 2 2 IS S U E D 2N D I S S U E 5/ 2 0 / 2 0 2 2 FO R P E R M I T 6/ 0 1 / 2 0 2 2 FI N A L P L A T S U B M I T T A L 7/ 1 4 / 2 0 2 2 GR A D I N G & D R A I N A G E P L A N C1.0 7/14/22 SHEET SH E E T C O N T E N T S PR O J E C T 20 2 2 P e t e r N e l s o n A r c h i t e c t u r e c LO C A T I O N SC A L E DR A W N CH E C K E D As N o t e d 1/ 1 6 " = 1 ' - 0 " 1/ 8 " = 1 ' - 0 " 1/ 4 " = 1 ' - 0 " 1/ 2 " = 1 ' - 0 " 1" = 1 ' - 0 " 1- 1 / 2 " = 1 ' - 0 " CM K JE B PO B o x 3 2 7 6 OW N E R AR C H I T E C T Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 5 3 1 . 1 1 8 7 ne l s o n p e t e r f @ g m a i l . c o m Pe t e r N e l s o n A r c h i t e c t u r e GE N E R A L C O N T R A C T O R PO B o x 1 1 7 3 Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 9 7 7 . 9 8 4 3 PG A r n o l d th o m a s . e l l i o t t @ p g a r n o l d . c o m 3/ 4 " = 1 ' - 0 " By s o n R e a l E s t a t e C o . 53 0 3 E . E v a n s A v e . , S u i t e 3 0 6 De n v e r , C O 8 0 2 2 2 30 3 . 3 2 4 . 9 9 9 8 gr e g @ b y s o n . i o 40 6 Z e r e x S t r e e t Fr a s e r , C o l o r a d o JV A J O B # : 2 1 3 3 2 CI V I L E N G I N E E R 47 C O O P E R C R E E K W A Y Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 7 2 2 . 7 6 7 7 kv e c c h i a r e l l i @ j v a j v a . c o m JV A , I n c . KO S E L I G O N M A I N 1S T I S S U E 4/ 2 1 / 2 0 2 2 IS S U E D 2N D I S S U E 5/ 2 0 / 2 0 2 2 FO R P E R M I T 6/ 0 1 / 2 0 2 2 FI N A L P L A T S U B M I T T A L 7/ 1 4 / 2 0 2 2 DR A I N A G E D E T A I L S CD1.0 7/14/22 SHEET SH E E T C O N T E N T S PR O J E C T 20 2 2 P e t e r N e l s o n A r c h i t e c t u r e c LO C A T I O N SC A L E DR A W N CH E C K E D As N o t e d 1/ 1 6 " = 1 ' - 0 " 1/ 8 " = 1 ' - 0 " 1/ 4 " = 1 ' - 0 " 1/ 2 " = 1 ' - 0 " 1" = 1 ' - 0 " 1- 1 / 2 " = 1 ' - 0 " CM K JE B PO B o x 3 2 7 6 OW N E R AR C H I T E C T Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 5 3 1 . 1 1 8 7 ne l s o n p e t e r f @ g m a i l . c o m Pe t e r N e l s o n A r c h i t e c t u r e GE N E R A L C O N T R A C T O R PO B o x 1 1 7 3 Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 9 7 7 . 9 8 4 3 PG A r n o l d th o m a s . e l l i o t t @ p g a r n o l d . c o m 3/ 4 " = 1 ' - 0 " By s o n R e a l E s t a t e C o . 53 0 3 E . E v a n s A v e . , S u i t e 3 0 6 De n v e r , C O 8 0 2 2 2 30 3 . 3 2 4 . 9 9 9 8 gr e g @ b y s o n . i o 40 6 Z e r e x S t r e e t Fr a s e r , C o l o r a d o JV A J O B # : 2 1 3 3 2 CI V I L E N G I N E E R 47 C O O P E R C R E E K W A Y Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 7 2 2 . 7 6 7 7 kv e c c h i a r e l l i @ j v a j v a . c o m JV A , I n c . KO S E L I G O N M A I N 1S T I S S U E 4/ 2 1 / 2 0 2 2 IS S U E D 2N D I S S U E 5/ 2 0 / 2 0 2 2 FO R P E R M I T 6/ 0 1 / 2 0 2 2 FI N A L P L A T S U B M I T T A L 7/ 1 4 / 2 0 2 2 DR A I N A G E D E T A I L S CD1.1 7/14/22 CS NE1/4 S.19 T.1S, R.75W REC. #2012002871 OWNER: 404 DOC SUSIE LLC E1/2 NE1/4 S.19, T.1S, R.75 BOOK 426, PAGE 0428 OWNER: TOWN OF FRASER BOOK 242 PAGE 606 OWNER: YOUNGS REAL ESTATE CO., LLC NE1/4 S.19 T.1S, R.75W REC. #2015006301 OWNER: CAMERON, CHRISTOPHER PALMER 20' WIDE ALLEY G G FRASER AVE. (60' ROW) (ASPHALT ROAD) DO C S T R E E T (3 4 . 5 ' R O W ) (A S P H A L T R O A D ) U . S . H I G H W A Y 4 0 ( A S P H A L T R O A D ) 34.5' 34.5' 10.5' 10.5' N89°50'56"W 109.64' N72°59'11"W 15.97' N0°09'04"E 8.27' S0°09'04"W 12.90' 124.93' 1,576 SF (ORD #274) VACATED ROW REC #2001-012433 14 . 5 ' R E C 2 0 0 1 - 0 1 2 4 3 4 UTILITY EASEMENT E E E E E E E E E G G G G G G G G G G G G G G E E SHEET SH E E T C O N T E N T S PR O J E C T 20 2 2 P e t e r N e l s o n A r c h i t e c t u r e c LO C A T I O N SC A L E DR A W N CH E C K E D As N o t e d 1/ 1 6 " = 1 ' - 0 " 1/ 8 " = 1 ' - 0 " 1/ 4 " = 1 ' - 0 " 1/ 2 " = 1 ' - 0 " 1" = 1 ' - 0 " 1- 1 / 2 " = 1 ' - 0 " CM K JE B PO B o x 3 2 7 6 OW N E R AR C H I T E C T Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 5 3 1 . 1 1 8 7 ne l s o n p e t e r f @ g m a i l . c o m Pe t e r N e l s o n A r c h i t e c t u r e GE N E R A L C O N T R A C T O R PO B o x 1 1 7 3 Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 9 7 7 . 9 8 4 3 PG A r n o l d th o m a s . e l l i o t t @ p g a r n o l d . c o m 3/ 4 " = 1 ' - 0 " By s o n R e a l E s t a t e C o . 53 0 3 E . E v a n s A v e . , S u i t e 3 0 6 De n v e r , C O 8 0 2 2 2 30 3 . 3 2 4 . 9 9 9 8 gr e g @ b y s o n . i o 40 6 Z e r e x S t r e e t Fr a s e r , C o l o r a d o JV A J O B # : 2 1 3 3 2 CI V I L E N G I N E E R 47 C O O P E R C R E E K W A Y Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 7 2 2 . 7 6 7 7 kv e c c h i a r e l l i @ j v a j v a . c o m JV A , I n c . KO S E L I G O N M A I N 1S T I S S U E 4/ 2 1 / 2 0 2 2 IS S U E D 2N D I S S U E 5/ 2 0 / 2 0 2 2 FO R P E R M I T 6/ 0 1 / 2 0 2 2 FI N A L P L A T S U B M I T T A L 7/ 1 4 / 2 0 2 2 UT I L I T Y P L A N C2.0 7/14/22 SHEET SH E E T C O N T E N T S PR O J E C T 20 2 2 P e t e r N e l s o n A r c h i t e c t u r e c LO C A T I O N SC A L E DR A W N CH E C K E D As N o t e d 1/ 1 6 " = 1 ' - 0 " 1/ 8 " = 1 ' - 0 " 1/ 4 " = 1 ' - 0 " 1/ 2 " = 1 ' - 0 " 1" = 1 ' - 0 " 1- 1 / 2 " = 1 ' - 0 " CM K JE B PO B o x 3 2 7 6 OW N E R AR C H I T E C T Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 5 3 1 . 1 1 8 7 ne l s o n p e t e r f @ g m a i l . c o m Pe t e r N e l s o n A r c h i t e c t u r e GE N E R A L C O N T R A C T O R PO B o x 1 1 7 3 Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 9 7 7 . 9 8 4 3 PG A r n o l d th o m a s . e l l i o t t @ p g a r n o l d . c o m 3/ 4 " = 1 ' - 0 " By s o n R e a l E s t a t e C o . 53 0 3 E . E v a n s A v e . , S u i t e 3 0 6 De n v e r , C O 8 0 2 2 2 30 3 . 3 2 4 . 9 9 9 8 gr e g @ b y s o n . i o 40 6 Z e r e x S t r e e t Fr a s e r , C o l o r a d o JV A J O B # : 2 1 3 3 2 CI V I L E N G I N E E R 47 C O O P E R C R E E K W A Y Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 7 2 2 . 7 6 7 7 kv e c c h i a r e l l i @ j v a j v a . c o m JV A , I n c . KO S E L I G O N M A I N 1S T I S S U E 4/ 2 1 / 2 0 2 2 IS S U E D 2N D I S S U E 5/ 2 0 / 2 0 2 2 FO R P E R M I T 6/ 0 1 / 2 0 2 2 FI N A L P L A T S U B M I T T A L 7/ 1 4 / 2 0 2 2 UT I L I T Y D E T A I L S CD2.0 7/14/22 CS NE1/4 S.19 T.1S, R.75W REC. #2012002871 OWNER: 404 DOC SUSIE LLC E1/2 NE1/4 S.19, T.1S, R.75 BOOK 426, PAGE 0428 OWNER: TOWN OF FRASER BOOK 242 PAGE 606 OWNER: YOUNGS REAL ESTATE CO., LLC NE1/4 S.19 T.1S, R.75W REC. #2015006301 OWNER: CAMERON, CHRISTOPHER PALMER 20' WIDE ALLEY G G FRASER AVE. (60' ROW) (ASPHALT ROAD) DO C S T R E E T (3 4 . 5 ' R O W ) (A S P H A L T R O A D ) U . S . H I G H W A Y 4 0 ( A S P H A L T R O A D ) N 2 7 ° 4 5 ' 0 5 " W 6 0 . 0 7 ' 34.5' 34.5' N89°50'56"W 109.64' N72°59'11"W 15.97' N0°09'04"E 8.27' S0°09'04"W 12.90' 124.93' 1,576 SF (ORD #274) VACATED ROW REC #2001-012433 14 . 5 ' R E C 2 0 0 1 - 0 1 2 4 3 4 UTILITY EASEMENT E E E E E E E E E G G G G G G G G G G G SHEET SH E E T C O N T E N T S PR O J E C T 20 2 2 P e t e r N e l s o n A r c h i t e c t u r e c LO C A T I O N SC A L E DR A W N CH E C K E D As N o t e d 1/ 1 6 " = 1 ' - 0 " 1/ 8 " = 1 ' - 0 " 1/ 4 " = 1 ' - 0 " 1/ 2 " = 1 ' - 0 " 1" = 1 ' - 0 " 1- 1 / 2 " = 1 ' - 0 " CM K JE B PO B o x 3 2 7 6 OW N E R AR C H I T E C T Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 5 3 1 . 1 1 8 7 ne l s o n p e t e r f @ g m a i l . c o m Pe t e r N e l s o n A r c h i t e c t u r e GE N E R A L C O N T R A C T O R PO B o x 1 1 7 3 Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 9 7 7 . 9 8 4 3 PG A r n o l d th o m a s . e l l i o t t @ p g a r n o l d . c o m 3/ 4 " = 1 ' - 0 " By s o n R e a l E s t a t e C o . 53 0 3 E . E v a n s A v e . , S u i t e 3 0 6 De n v e r , C O 8 0 2 2 2 30 3 . 3 2 4 . 9 9 9 8 gr e g @ b y s o n . i o 40 6 Z e r e x S t r e e t Fr a s e r , C o l o r a d o JV A J O B # : 2 1 3 3 2 CI V I L E N G I N E E R 47 C O O P E R C R E E K W A Y Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 7 2 2 . 7 6 7 7 kv e c c h i a r e l l i @ j v a j v a . c o m JV A , I n c . KO S E L I G O N M A I N 1S T I S S U E 4/ 2 1 / 2 0 2 2 IS S U E D 2N D I S S U E 5/ 2 0 / 2 0 2 2 FO R P E R M I T 6/ 0 1 / 2 0 2 2 FI N A L P L A T S U B M I T T A L 7/ 1 4 / 2 0 2 2 HO R I Z O N T A L C O N T R O L P L A N C3.0 7/14/22 SHEET SH E E T C O N T E N T S PR O J E C T 20 2 2 P e t e r N e l s o n A r c h i t e c t u r e c LO C A T I O N SC A L E DR A W N CH E C K E D As N o t e d 1/ 1 6 " = 1 ' - 0 " 1/ 8 " = 1 ' - 0 " 1/ 4 " = 1 ' - 0 " 1/ 2 " = 1 ' - 0 " 1" = 1 ' - 0 " 1- 1 / 2 " = 1 ' - 0 " CM K JE B PO B o x 3 2 7 6 OW N E R AR C H I T E C T Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 5 3 1 . 1 1 8 7 ne l s o n p e t e r f @ g m a i l . c o m Pe t e r N e l s o n A r c h i t e c t u r e GE N E R A L C O N T R A C T O R PO B o x 1 1 7 3 Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 9 7 7 . 9 8 4 3 PG A r n o l d th o m a s . e l l i o t t @ p g a r n o l d . c o m 3/ 4 " = 1 ' - 0 " By s o n R e a l E s t a t e C o . 53 0 3 E . E v a n s A v e . , S u i t e 3 0 6 De n v e r , C O 8 0 2 2 2 30 3 . 3 2 4 . 9 9 9 8 gr e g @ b y s o n . i o 40 6 Z e r e x S t r e e t Fr a s e r , C o l o r a d o JV A J O B # : 2 1 3 3 2 CI V I L E N G I N E E R 47 C O O P E R C R E E K W A Y Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 7 2 2 . 7 6 7 7 kv e c c h i a r e l l i @ j v a j v a . c o m JV A , I n c . KO S E L I G O N M A I N 1S T I S S U E 4/ 2 1 / 2 0 2 2 IS S U E D 2N D I S S U E 5/ 2 0 / 2 0 2 2 FO R P E R M I T 6/ 0 1 / 2 0 2 2 FI N A L P L A T S U B M I T T A L 7/ 1 4 / 2 0 2 2 SI T E D E T A I L S CD3.0 7/14/22 SHEET SH E E T C O N T E N T S PR O J E C T 20 2 2 P e t e r N e l s o n A r c h i t e c t u r e c LO C A T I O N SC A L E DR A W N CH E C K E D As N o t e d 1/ 1 6 " = 1 ' - 0 " 1/ 8 " = 1 ' - 0 " 1/ 4 " = 1 ' - 0 " 1/ 2 " = 1 ' - 0 " 1" = 1 ' - 0 " 1- 1 / 2 " = 1 ' - 0 " CM K JE B PO B o x 3 2 7 6 OW N E R AR C H I T E C T Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 5 3 1 . 1 1 8 7 ne l s o n p e t e r f @ g m a i l . c o m Pe t e r N e l s o n A r c h i t e c t u r e GE N E R A L C O N T R A C T O R PO B o x 1 1 7 3 Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 9 7 7 . 9 8 4 3 PG A r n o l d th o m a s . e l l i o t t @ p g a r n o l d . c o m 3/ 4 " = 1 ' - 0 " By s o n R e a l E s t a t e C o . 53 0 3 E . E v a n s A v e . , S u i t e 3 0 6 De n v e r , C O 8 0 2 2 2 30 3 . 3 2 4 . 9 9 9 8 gr e g @ b y s o n . i o 40 6 Z e r e x S t r e e t Fr a s e r , C o l o r a d o JV A J O B # : 2 1 3 3 2 CI V I L E N G I N E E R 47 C O O P E R C R E E K W A Y Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 7 2 2 . 7 6 7 7 kv e c c h i a r e l l i @ j v a j v a . c o m JV A , I n c . KO S E L I G O N M A I N 1S T I S S U E 4/ 2 1 / 2 0 2 2 IS S U E D 2N D I S S U E 5/ 2 0 / 2 0 2 2 FO R P E R M I T 6/ 0 1 / 2 0 2 2 FI N A L P L A T S U B M I T T A L 7/ 1 4 / 2 0 2 2 SI T E D E T A I L S CD3.1 7/14/22 July 14, 2022 Julie Esterl Principal Planner Baseline Corp-Town of Fraser Planning Dept. 153 Fraser Ave PO Box 370 Fraser, CO 80442 RE: Koselig on Main – Drainage Memorandum JVA Job Number 3544c Dear Julie: JVA, Inc. has performed an analysis for the proposed stormwater utilities on the project site including historic and developed conditions. The proposed development was analyzed as one site. Drainage Design Criteria Runoff analyses for the proposed site, as well as the historic site, were determined using the Rational Method (Q=CIA). The runoff coefficients (C) for various land usages were obtained from the Urban Storm Drainage Criteria Manual by the Mile High Flood District (MHFD), where applicable. Intensities (I) were determined using the point rainfall values published within the latest NOAA Atlas 14 and calculated Time of Concentration (tc). Pre- and Post-development imperviousness calculations for each sub-basin, corresponding rainfall intensities, composite runoff coefficients, and storm flows for the 10-year and 100-year storms for each basin are provided in the appendix. Detention and stormwater quality requirements are proposed to be met with directing site flows to an on-site infiltration basin. The basin will be sized accordingly to capture 100% of the 100 yr, 24-hr storm event. It is recommended that an easement be proposed to allow access and maintain the infiltration basin. Storm sewer piping and surface conveyance features for this development is sized to convey the 100 year storm event peak flows. Supporting calculations can be found attached to this Memorandum. Drainage Basin Descriptions Existing Basins: Basin H1 consists of the entire undeveloped site. Currently the entirety of the site flows from the southwest to the northeast. Flows are then captured and conveyed within concrete pans located in the alley north of the site, within the Town Right-of-Way (ROW). Offsite flows do not enter the site in existing conditions. Existing US Highway 40 improvements include curb and gutter and cross pans that divert stormwater from entering the property from the west. An existing pan along the south Fraser Avenue property boundary conveys offsite stormwater around the property. Koselig on Main Drainage Report 7/14/2022 2 of 3 Developed Basins: Basin A1 consists of the parking area and walks north of the two buildings directly tributary to the valley pan and valley inlets along the north border of the site. All flows from this basin will be conveyed to the on site infiltration basin along the north portion of the site. Basin A2 consists of the roof area of the HWY-40 Multi Use Building. All flows from this basin are collected by and underground roof drain connection and conveyed to the onsite infiltration basin. Basin A3 consists of the roof area of the Doc Susie Ave Residential Building. All flows from this basin are collected by and underground roof drain connection and conveyed to the onsite infiltration basin. Basin A4 consists of the landscaped area between buildings and the adjacent walk. All flows from this basin are collected by a swale to a small pipe headwall and conveyed to the onsite infiltration basin. Basin OS1 consists of the walk and landscaped areas west and north of the HWY-40 Multi Use Building. All flows from this basin are discharged along existing drainage patterns to the ROW. Basin OS2 consists of the walk and landscaped areas east and south of the Doc Susie Ave Residential Building. All flows from this basin are discharged following existing drainage patterns to the ROW. In the event of a storm runoff event greater than the volume of the infiltration basin, the basin will overflow into the alley north of the site and be conveyed along existing drainage patterns within the Town ROW. Calculations for the historic and developed basins described above are attached to this letter as well as capacity calculations for underground storm sewers and the capacity of the valley pan along the northern property line are attached to this Memorandum. Koselig on Main Drainage Report 7/14/2022 3 of 3 Conclusions Detention and Water Quality: It is shown in the attached calculations that the proposed infiltration basin will retain 100% of the 100 yr, 24-hr storm. Water quality is achieved through the infiltration process. As sediment builds up, routine maintenance of the proposed infiltration basin will be required. Easily accessible maintenance points will be included in the final design for this purpose. Conveyance: The proposed drainage design will convey the 100 yr storm runoff to the infiltration basin without overtopping. In case of an emergency overflow excess runoff will be directed into the Town ROW north of the site. Offsite flows are directed around the site via existing curb and gutter and valley pans within the Town ROW. Sincerely, JVA, INCORPORATED By: ____________________________________ [Samuel Redfield, P.E.] [Senior Project Engineer] Enclosures: Rational Method Calculations Contech Infiltration Basin Sizing Report JVA Incorporated Job Name: Koselig On Main PO Box 1860 Job Number: 3544c 47 Cooper Creek Way, S 328 Date: 7/14/22 Winter Park, CO 80482 By: SAR Ph: (970) 722 7677 Koselig On Main Historic Runoff Coefficient & Time of Concentration Calculations Location: Fraser Minor Design Storm: 10 Major Design Storm: 100 Soil Type: C/D Basin Design Data I (%) = 100% 90% 90% 40% 25% 25% 2% 2% I (%)tc Comp tc Final Basin Name Design Point Apaved streets (sf) Adrives/co nc (sf) Aroof (sf) Agravel (sf) Aplygnd (sf) Aart. turf (sf) Alscape (B soil) (sf) Alscape (C/D soil) (sf) ATotal (sf) ATotal (ac) Imp (%)C2 C5 C10 C100 Upper most Length (ft) Slope (%) ti (min) Length (ft) Slope (%)Type of Land Surface K Velocity (fps) tt (min) Time of Conc ti + tt = tc Total Length (ft) tc=(L/180)+ 10 (min.) Min tc H1 1 1,461 23,792 25,253 0.58 7.1% 0.06 0.11 0.25 0.54 60 2.8% 9.9 0 1.0% Paved areas & shallow paved swales 20 2.0 0.0 9.9 60 10.3 9.9 0 0.00 Paved areas & shallow paved swales 20 0 10.0 0 0.00 Paved areas & shallow paved swales 20 0 10.0 0 0.00 Paved areas & shallow paved swales 20 0 10.0 0 0.00 Paved areas & shallow paved swales 20 0 10.0 TOTAL SITE 0 1,461 0 0 0 0 23,792 0 25,253 0.58 7.1% 0.06 0.11 0.25 0.54 I = (28.5 P1) / ((10 + TC) 0.786) Basin Name Design Point Time of Conc (tc) C2 C5 C10 C100 2 5 10 100 ATotal (sf)ATotal (ac) Q2 Q5 Q10 Q100 H1 1 9.9 0.06 0.11 0.25 0.54 1.48 1.88 2.26 3.97 25,253 0.58 0.05 0.12 0.33 1.24 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 TOTAL SITE 25,253 0.58 0.05 0.12 0.33 1.24 Initial Overland Time (ti)Travel Time (tt) tt=Length/(Velocity x 60) tc Urbanized Check ON Runoff Coeff's Rainfall Intensities (in/hr)Area Flow Rates (cfs) Runoff Coeff's 3544c - Rational Calculations - Revised Historic Page 1 of 8 JVA Incorporated Job Name: Koselig On Main PO Box 1860 Job Number: 3544c 47 Cooper Creek Way, S 328 Date: 7/14/22 Winter Park, CO 80482 By: SAR Ph: (970) 722 7677 Koselig On Main Composite Runoff Coefficient Calculations Location: Fraser Minor Design Storm: 10 Major Design Storm: 100 CA = KA + (1.31i^3 - 1.44i^2 + 1.135i + 0.12) Soil Type: C/D CCD = KCD + (0.858i^3 - 0.786i^2 + 0.774i + 0.04) CB = (CA + CCD)/2 Basin Design Data I (%) = 100% 90% 90% 40% 25% 25% 2% 2% I (%) Basin Name Design Point Apaved streets (sf) Adrives/c onc (sf) Aroof (sf) Agravel (sf) Aplygnd (sf) Aart. turf (sf) Alscape (B soil) (sf) Alscape (C/D soil) (sf) ATotal (sf) ATotal (ac) Imp (%)C2 C5 C10 C100 A1 1 6,280 2,230 0 290 8,800 0.20 94.2% 0.84 0.87 0.90 0.93 A2 2 4,478 0 4,478 0.10 90.0% 0.80 0.84 0.87 0.91 A3 3 5,607 0 5,607 0.13 90.0% 0.80 0.84 0.87 0.91 A4 4 264 1,808 2,072 0.05 13.2% 0.12 0.17 0.30 0.57 OS1 5 1,390 623 2,013 0.05 62.8% 0.56 0.60 0.66 0.79 OS2 6 1,368 915 2,283 0.05 54.7% 0.49 0.53 0.61 0.75 Full Site 7 6,280 5,252 10,085 0 0 0 0 3,636 25,253 0.58 79.8% 0.71 0.75 0.79 0.87 Runoff Coeff's 3544c - Rational Calculations - Revised Developed C Page 2 of 8 JVA Incorporated Job Name: Koselig On Main PO Box 1860 Job Number: 3544c 47 Cooper Creek Way, S 328 Date: 7/14/22 Winter Park, CO 80482 By: SAR Ph: (970) 722 7677 Koselig On Main Time of Concentration Calculations Location: Fraser Minor Design Storm: 10 Major Design Storm: 100 Soil Type: C/D Sub-Basin Data tc Comp tc Final Basin Name Design Point ATotal (ac)C5 Upper most Length (ft) Slope (%) ti (min) Length (ft)Slope (%) Type of Land Surface Cv Velocity (fps) tt (min) Time of Conc ti + tt = tc Total Length (ft) tc=(L/180)+ 10 (min) Min tc A1 1 0.20 0.87 102 4.4% 2.6 36 2.0% Paved areas & shallow paved swales 20 2.8 0.2 2.8 138 10.8 5.0 A2 2 0.10 0.84 22 10.0% 1.1 Paved areas & shallow paved swales 20 0.0 0.0 1.1 22 10.1 5.0 A3 3 0.13 0.84 30 10.0% 1.2 Paved areas & shallow paved swales 20 0.0 0.0 1.2 30 10.2 5.0 A4 4 0.05 0.17 52 2.5% 9.1 Paved areas & shallow paved swales 20 0.0 0.0 9.1 52 10.3 9.1 OS1 5 0.05 0.60 10 2.0% 2.3 Paved areas & shallow paved swales 20 0.0 0.0 2.3 10 10.1 5.0 OS2 6 0.05 0.53 40 3.0% 4.6 Paved areas & shallow paved swales 20 0.0 0.0 4.6 40 10.2 5.0 Full Site 7 0.58 0.75 52 2.5% 3.4 Paved areas & shallow paved swales 20 0.0 0.0 3.4 52 10.3 5.0 Initial Overland Time (ti)Travel Time (tt) tt=Length/(Velocity x 60) tc Urbanized Check ON 3544c - Rational Calculations - Revised Developed Tc Page 3 of 8 JVA Incorporated Job Name: Koselig On Main PO Box 1860 Job Number: 3544c 47 Cooper Creek Way, S 328 Date: 7/14/22 Winter Park, CO 80482 By: SAR Ph: (970) 722 7677 Koselig On Main Developed Storm Runoff Calculations Design Storm : 100 Year Point Hour Rainfall (P1) : 1.46 I = (28.5 P1) / ((10 + TC)^0.786) B a s i n N a m e D e s i g n P o i n t A r e a ( a c ) R u n o f f C o e f f t c ( m i n ) C * A ( a c ) I ( i n / h r ) Q ( c f s ) T o t a l t c ( m i n ) S C* A ( a c ) I ( i n / h r ) Q ( c f s ) I n l e t T y p e Q i n t e r c e p t e d Q c a r r y o v e r Q b y p a s s P i p e S i z e ( i n ) or e q u i v a l e n t P i p e M a t e r i a l S l o p e ( % ) P i p e F l o w (c f s ) M a x P i p e Ca p a c i t y ( c f s ) L e n g t h ( f t ) V e l o c i t y ( f p s ) t t ( m i n ) To t a l T i m e (m i n ) N o t e s A1 1 0.20 0.93 5.00 0.19 4.95 0.93 5.00 0.19 4.95 0.93 Valley Inlet 12 in PVC 1.0% 0.9 5.0 3 1.2 0.04 5.04 A2 2 0.10 0.91 5.00 0.09 4.95 0.46 5.00 0.09 4.95 0.46 Roof drain 8 in PVC 2.0% 0.5 2.4 61 1.3 0.76 5.76 A3 3 0.13 0.91 5.00 0.12 4.95 0.58 5.00 0.12 4.95 0.58 Roof Drain 8 in PVC 2.0% 0.6 2.4 10 1.7 0.10 5.10 A4 4 0.05 0.57 9.10 0.03 4.09 0.11 9.10 0.03 4.10 0.11 SP Headweall 8 in PVC 5.8% 0.1 4.0 44 0.3 2.32 11.42 OS1 5 0.05 0.79 5.00 0.04 4.95 0.18 5.00 0.04 4.95 0.18 ROW OS2 6 0.05 0.75 5.00 0.04 4.95 0.20 5.00 0.04 4.95 0.20 ROW Direct Runoff Total Runoff Inlets Pipe Pipe/Swale Travel Time 3544c - Rational Calculations - Revised Q100 Page 4 of 8 JVA Incorporated Job Name: Koselig On Main PO Box 1860 Job Number: 3544c 47 Cooper Creek Way, S 328 Date: 7/14/22 Winter Park, CO 80482 By: SAR Ph: (970) 722 7677 Koselig On Main Developed Storm Runoff Calculations Design Storm : 10 Year Point Hour Rainfall (P1) : 0.83 I = (28.5 P1) / ((10 + TC)^0.786) B a s i n N a m e D e s i g n P o i n t A r e a ( a c ) R u n o f f C o e f f t c ( m i n ) C * A ( a c ) I ( i n / h r ) Q ( c f s ) T o t a l t c ( m i n ) S C* A ( a c ) I ( i n / h r ) Q ( c f s ) I n l e t T y p e Q i n t e r c e p t e d Q c a r r y o v e r Q b y p a s s P i p e S i z e ( i n ) or e q u i v a l e n t P i p e M a t e r i a l S l o p e ( % ) P i p e F l o w (c f s ) M a x P i p e Ca p a c i t y ( c f s ) L e n g t h ( f t ) V e l o c i t y ( f p s ) t t ( m i n ) To t a l T i m e (m i n ) N o t e s A1 1 0.20 0.90 5.00 0.18 2.82 0.51 5.00 0.18 2.83 0.51 Valley Inlet 12 in PVC 1.0% 0.5 5.0 3 0.7 0.08 5.08 A2 2 0.10 0.87 5.00 0.09 2.82 0.25 5.00 0.09 2.83 0.25 Roof drain 8 in PVC 2.0% 0.3 2.4 61 0.7 1.41 6.41 A3 3 0.13 0.87 5.00 0.11 2.82 0.31 5.00 0.11 2.83 0.31 Roof Drain 8 in PVC 2.0% 0.3 2.4 10 0.9 0.18 5.18 A4 4 0.05 0.30 9.10 0.01 2.33 0.03 9.10 0.01 2.34 0.03 SP Headweall 8 in PVC 5.8% 0.0 4.0 44 0.1 7.73 16.83 OS1 5 0.05 0.66 5.00 0.03 2.82 0.09 5.00 0.03 2.83 0.09 ROW OS2 6 0.05 0.61 5.00 0.03 2.82 0.09 5.00 0.03 2.83 0.09 ROW Direct Runoff Total Runoff Inlets Pipe Pipe/Swale Travel Time 3544c - Rational Calculations - Revised Q Minor Page 5 of 8 JVA Incorporated Job Name: Koselig On Main PO Box 1860 Job Number: 3544c 47 Cooper Creek Way, S 328 Date: 7/14/22 Winter Park, CO 80482 By: SAR Ph: (970) 722 7677 Koselig On Main Detention Pond Volume Calculations: FAA Procedure Based on FAA Procedure, per Federal Aviation Agency "Airport Drainage" Manual Drainage Basin A Design Storm 10 year Composite "C" Factor 0.79 Basin Size 0.58 Release Rate Calculations Allowable Release Rate for Site 0.00 cfs Less Undetained Offsite Flows - 0.00 cfs Allowable Release Rate for Pond 0.00 cfs Rainfall Intensity Calculations Point Hour Rainfall (P1) : 0.83 Rainfall Intensity: I = (28.5 P1) / ((10 + TC) 0.786) Volume Calculations Inflow Volume = C * I * A * time (sec) Outflow Volume = Alowable Release Rate * time (sec) Storage Volume = Invflow Volume - Outflow Volume Time t (min) Time t (sec) Intensity I (in/hr) Inflow Vin (ft3) Outflow Vout (ft3) Storage Vstor (ft3) 5.0 300 2.83 389 0 389 10.0 600 2.25 620 0 620 15.0 900 1.89 780 0 780 20.0 1,200 1.64 902 0 902 25.0 1,500 1.45 999 0 999 30.0 1,800 1.31 1,079 0 1,079 35.0 2,100 1.19 1,147 0 1,147 40.0 2,400 1.10 1,207 0 1,207 45.0 2,700 1.02 1,260 0 1,260 50.0 3,000 0.95 1,307 0 1,307 55.0 3,300 0.89 1,350 0 1,350 60.0 3,600 0.84 1,390 0 1,390 Maximum Volume (ft 3)1,390 0% WQCV 0 ft3 Required 10-yr Volume + 0% WQCV 1,390 ft3 Detention Storage Calculations 3544c - Rational Calculations - Revised FAA-10-yr Page 6 of 8 JVA Incorporated Job Name: Koselig On Main PO Box 1860 Job Number: 3544c 47 Cooper Creek Way, S 328 Date: 7/14/22 Winter Park, CO 80482 By: SAR Ph: (970) 722 7677 Koselig On Main Detention Pond Volume Calculations: FAA Procedure Based on FAA Procedure, per Federal Aviation Agency "Airport Drainage" Manual Drainage Basin Full Site Design Storm 100 year Composite "C" Factor 0.82 Basin Size 0.58 Release Rate Calculations Allowable Release Rate for Site 0.00 cfs Less Undetained Offsite Flows - 0.00 cfs Allowable Release Rate for Pond 0.00 cfs Rainfall Intensity Calculations Point Hour Rainfall (P1) : 1.46 Rainfall Intensity: I = (28.5 P1) / ((10 + TC) 0.786) Volume Calculations Inflow Volume = C * I * A * time (sec) Outflow Volume = Alowable Release Rate * time (sec) Storage Volume = Invflow Volume - Outflow Volume Time t (min) Time t (sec) Intensity I (in/hr) Inflow Vin (ft3) Outflow Vout (ft3) Storage Vstor (ft3) 5.0 300 4.95 706 0 706 10.0 600 3.95 1,127 0 1,127 15.0 900 3.31 1,418 0 1,418 20.0 1,200 2.87 1,638 0 1,638 25.0 1,500 2.54 1,814 0 1,814 30.0 1,800 2.29 1,960 0 1,960 35.0 2,100 2.09 2,085 0 2,085 40.0 2,400 1.92 2,193 0 2,193 45.0 2,700 1.78 2,289 0 2,289 50.0 3,000 1.67 2,375 0 2,375 55.0 3,300 1.56 2,454 0 2,454 60.0 3,600 1.48 2,525 0 2,525 Maximum Volume (ft 3)2,525 0% WQCV 0 ft3 Required 100-yr Volume + 0% WQCV 2,525 ft3 Detention Storage Calculations 3544c - Rational Calculations - Revised FAA-100-yr Page 7 of 8 JVA Incorporated Job Name: Koselig On Main PO Box 1860 Job Number: 3544c 47 Cooper Creek Way, S 328 Date: 7/14/22 Winter Park, CO 80482 By: SAR Ph: (970) 722 7677 FLOW CALCULATIONS - GRATE INLET SUMP CONDITION (Reference: Urban Drainage and Flood Control District Drainage Criteria Manual, 2001, V.1, Section 3.3.6) (Note: Spreadsheet assumes orifice condition for fully developed flow.) INLET TYPE:BASIN: Orifice Equation:Q = Cd*Ao*(2gH)^0.5 K = Clogging Coefficent value for multiple inlets Adjust Ao (open area) due to clogging as follows: N Grate 1 1 Effective Area Opening Ae = (1-C) Ao, where:2 1.5 C = K * Co / N 3 1.75 N = Number of Inlets 4 1.88 Co = Single Inlet Clogging Factor:5 1.94 Co(grate) = 0.5 (50% clogging) 6 1.97 7 1.98 8 1.99 Number of inlets:N =1 Inlet Dimensions and Effective Open Area: Grate Opening:Ao(g) =2.32 ft^2 Total Ao(g) = 2.32 ft^2 K = 1.00 C = K*Co/N = 0.50 Ae(g) = (1-C)Ao = 1.16 ft^2 Allowable depth:H =2.0 in = 0.1666667 ft Constants:g = 32.20 ft/s^2 Cd = 0.67 Flow Calculations: Grate Flow:Q = Cd * Ae(g) * (2g*H)^0.5 Qg= 2.55 CFS Total Intercepted Flow with 1 inlet(s) and an allowable depth of 2 inches is 2.5 cfs Required Flow (Q 10 ) = 0.51 cfs Bypass = 0.0 cfs Required Flow (Q 100 ) = 0.93 cfs Bypass = 0.0 cfs A1Type 13 Inlet - Standard 3544c - Rational Calculations - Revised Grate-Sump(UDFCD)Page 8 of 8 Date:3/14/2022 Project Name:Koselig On Main City / County:Fraser/Grand State:Colorado Designed By:SAR Company:JVA, Inc. =Adjustable Input Cells Telephone: Out-to-out length (ft): 63.0 Backfill Porosity (%): 40% System Diameter (in): 24 Out-to-out width (ft):26.0 Depth Above Pipe (in):0.0 Pipe Spacing (in):12 Number of Manifolds (ea):1.0 Depth Below Pipe (in):0.0 Incremental Analysis (in):2 Number of Barrels (ea):9.0 Width At Ends (ft):1.0 System Invert (Elevation):0 Width At Sides (ft):1.0 Depth (ft) Elevation (ft) Incremental Storage (cf) Cumulative Storage (cf) Incremental Storage (cf) Cumulative Storage (cf) Incremental Storage (cf) Cumulative Storage (cf) Percent Open Storage (%) Ave. Surface Area (sf) 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0% 728.0 0.17 0.16 71.9 71.9 92.6 92.6 164.5 164.5 43.7% 1,109.4 0.33 0.33 126.0 197.9 70.9 163.5 196.9 361.4 54.8% 1,242.3 0.50 0.50 155.3 353.2 59.2 222.7 214.5 575.9 61.3% 1,325.6 0.67 0.66 173.9 527.1 51.8 274.5 225.7 801.6 65.8% 1,378.5 0.83 0.83 185.3 712.4 47.2 321.7 232.5 1,034.1 68.9% 1,408.3 1.00 1.00 190.8 903.2 45.0 366.7 235.8 1,269.9 71.1% 1,418.0 1.17 1.16 190.8 1,094.0 45.0 411.7 235.8 1,505.7 72.7% 1,408.3 1.33 1.33 185.3 1,279.3 47.2 458.9 232.5 1,738.3 73.6% 1,378.5 1.50 1.50 173.9 1,453.3 51.8 510.7 225.7 1,964.0 74.0% 1,325.6 1.67 1.66 155.3 1,608.5 59.2 569.9 214.5 2,178.4 73.8% 1,242.3 1.83 1.83 126.0 1,734.5 70.9 640.9 196.9 2,375.4 73.0% 1,109.4 2.00 2.00 71.9 1,806.4 92.6 733.4 164.5 2,539.8 71.1% 728.0 Pipe Stone Total SystemSystem Storage Volume Estimation Miscellaneous Contech Engineered Solutions, LLC is pleased to offer the following estimate of storage volume for the above named project. The results are submitted as an estimate only, without liability on the part of Contech Engineered Solutions, LLC for accuracy or suitability to any particular applicaton and are subject to verification of the Engineer of Record. This tool is only applicable for rectangular shaped systems. CMP: Underground Detention System Storage Volume Estimation Summary of Inputs Pipe & Analysis InformationSystem Information Backfill Information These results are submitted to you as a guideline only, without liability on the part of CONTECH Engineered Solutions, LLC for accuracy or suitability to any particular application, and are subject to your verification. CS NE1/4 S.19 T.1S, R.75W REC. #2012002871 OWNER: 404 DOC SUSIE LLC LOTS 17-19 TOWN OF EASTOM BLOCK 6 OWNER: FRASER WASH HOUSE, LLC BOOK 242 PAGE 606 OWNER: YOUNGS REAL ESTATE CO., LLC NE1/4 S.19 T.1S, R.75W REC. #2015006301 OWNER: CAMERON, CHRISTOPHER PALMER BOOK 9301 PAGE 2763 OWNER: ANDERSON, RONALD M VACATED EASTOM, LOTS 19-22 & EX. E 14.5' LOT 23 TOWN OF EASTOM BLOCK 7 OWNER: TOWN OF FRASER OWNER: YOUNGS REAL STATE CO., LLC 20' WIDE ALLEY G G FRASER AVE. (60' ROW) (ASPHALT ROAD) DO C S T R E E T (3 4 . 5 ' R O W ) (A S P H A L T R O A D ) U . S . H I G H W A Y 4 0 ( A S P H A L T R O A D ) N 2 7 ° 4 5 ' 0 5 " W 6 0 . 0 7 ' ( B A S I S O F B E A R I N G S ) OWNER: ALVES, LAFAYETTE WALLIS & ANN 34.5' 34.5' 10.5' 10.5' N89°50'56"W 109.64' N72°59'11"W 15.97' N0°09'04"E 8.27' S0°09'04"W 12.90' 124.93' 1,576 SF (ORD #274) VACATED ROW REC #2001-012433 14 . 5 ' R E C 2 0 0 1 - 0 1 2 4 3 4 UTILITY EASEMENT E E E E E E E E E G G G G G G G G G G G G G G JVA, Inc.PO Box 1860 www.jvajva.com Winter Park, CO 80482 970.722.7677 47 Cooper Creek Way Suite 328 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver © CS NE1/4 S.19 T.1S, R.75W REC. #2012002871 OWNER: 404 DOC SUSIE LLC LOTS 17-19 TOWN OF EASTOM BLOCK 6 OWNER: FRASER WASH HOUSE, LLC BOOK 242 PAGE 606 OWNER: YOUNGS REAL ESTATE CO., LLC NE1/4 S.19 T.1S, R.75W REC. #2015006301 OWNER: CAMERON, CHRISTOPHER PALMER BOOK 9301 PAGE 2763 OWNER: ANDERSON, RONALD M VACATED EASTOM, LOTS 19-22 & EX. E 14.5' LOT 23 TOWN OF EASTOM BLOCK 7 OWNER: TOWN OF FRASER OWNER: YOUNGS REAL STATE CO., LLC 20' WIDE ALLEY G G FRASER AVE. (60' ROW) (ASPHALT ROAD) DO C S T R E E T (3 4 . 5 ' R O W ) (A S P H A L T R O A D ) U . S . H I G H W A Y 4 0 ( A S P H A L T R O A D ) N 2 7 ° 4 5 ' 0 5 " W 6 0 . 0 7 ' ( B A S I S O F B E A R I N G S ) OWNER: ALVES, LAFAYETTE WALLIS & ANN 34.5' 34.5' 10.5' 10.5' N89°50'56"W 109.64' N72°59'11"W 15.97' N0°09'04"E 8.27' S0°09'04"W 12.90' 124.93' 1,576 SF (ORD #274) VACATED ROW REC #2001-012433 14 . 5 ' R E C 2 0 0 1 - 0 1 2 4 3 4 UTILITY EASEMENT E E E E E E E E E G G G G G G G G G G G G G G JVA, Inc.PO Box 1860 www.jvajva.com Winter Park, CO 80482 970.722.7677 47 Cooper Creek Way Suite 328 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver © Employee Owned 2480 W. 26th Street, Unit B225 Denver, Colorado 80211 Tel: +1 303-964-3333 hello@merrick.com www.merrick.com July 15, 2022 Ed Cannon, Town Manager Town of Fraser 153 Fraser Avenue, P.O. Box 370 Fraser, Colorado 80442 RE: KOSELIG ON MAIN DRAINAGE REVIEW Dear Mr. Cannon: We have reviewed the Koselig on Main submittal received July 15, 2022. The submittal included the Koselig on Main Drainage Memorandum, Drainage Plans, and a response letter dated July 14, 2022 by JVA Consulting Engineers. We have the following comments to offer related to the drainage improvements. Note that several previous comments have not been addressed and have been repeated. Also, a meeting with the Town, Baseline Engineering, Merrick, JVA Consulting Engineers, and Byson Real Estate Company was held on July 14th to discuss submittal requirements and the drainage comments. Explanations by JVA were taken into consideration for this drainage review. Drainage Report 1. For the Infiltration Basin, we have the following comments: a. We acknowledge that per JVA’s responses, they based the infiltration design on observations of the adjacent Distillery’s infiltration basin. Their response generally states that the basin was designed to provide the 100-year storage volume assuming no release rate which provides some additional storage volume than required. Based on their observations that the Distillery’s basin functions adequately, they are assuming that infiltration will occur at an adequate rate and the pond will function properly. b. Per JVA’s responses, they acknowledged that maintenance of the infiltration basin will be the responsibility of the property owner and that they will follow the manufacturer’s specifications for maintenance. Provide a copy of the manufacturer’s maintenance specifications that describes how the pond will be maintained, equipment needed, and a maintenance schedule. Construction Plans 2. The title on the Cover Sheet is Drainage Plans. These plans must be included with the construction plans for the project site. 3. Per our previous comments, on Sheet C1.0, we recommend that the finished floor elevations (FFE) for both buildings be raised to protect them from potential street flooding. Along Hwy. 40 and Fraser Avenue, we recommend assuming that the flow depth will be at least 1-foot deep, which is typically the maximum allowed street flow depth, and allow for 0.5 feet of freeboard to set the minimum FFE elevations. Currently the FFE’s for both buildings are set at about the flowline elevations along these streets which appears to have a high risk for flooding. Per discussion at the July 14th meeting, JVA indicated that they were not concerned with water overtopping the curb so they did not think this was q:\denver_north\projects\0492-07 fraser development reviews\reviews\koselig on main(406 zerex st)\2022-0715 submittal\koselig on main drainage review_2022-0715.docx an issue. If flooding becomes a concern after the buildings are constructed, flood protection will need to be provided. 4. Per our previous comments, on Sheet C1.0, just northwest of the Hwy. 40 and Fraser Ave. intersection, it appears that a section of concrete pan is proposed where there is an existing driveway ramp. Per discussion at the July 14th meeting, it is my understanding that this was revised to be a curb instead of a concrete pan, but this revision is not reflected on the updated plans. Show this revision on the final construction plans, not just the “permit drawings” per JVA’s response. 5. Per our previous comments, on Sheet C1.0, relocate the trash enclosure so it is not shown blocking the south half of the concrete pan. Providing weep holes in the trash enclosure walls is not an acceptable solution. Weep holes might allow water to flow out of the trash enclosure to the concrete pan, but will not replace the reduced flow capacity of the concrete pan that must be provided to route flow adequately to the valley inlets and infiltration basin. In addition, the trash enclosure will act as a partial barrier in the concrete pan and would likely cause water to spill out of the pan at this location since there is no additional capacity in the pan. 6. Modify the Valley Inlet details to show the 3’ water quality sump. 7. Per our previous comments, provide a detailed layout of the infiltration basin, including the size of pipes, cells, infiltration layers/materials, inspection ports and/or access manholes for maintenance, elevations, and dimensions. Per JVA’s response, a detail for the infiltration basin was added to the permit drawings. The final detailed design must also be included in the construction plans. Please let us know if you have any questions. Sincerely, Merrick & Company Jeanne M. Boyle, PE, CFM Cc: Alyssa Rivas, Baseline Engineering Corporation Julie Esterl, Baseline Engineering Corporation CHAPTER 19 ‐ Land Development Code APPENDIX 4 CONSTRUCTION GUARANTEE AGREEMENT Fraser, Colorado, Municipal Code Created: 2022‐02‐04 11:08:35 [EST] (Supp. No. 15, Update 1) Page 1 of 5 APPENDIX 4 CONSTRUCTION GUARANTEE AGREEMENT CONSTRUCTION GUARANTEE AGREEMENT THIS AGREEMENT is made and entered into as of this _____ day of July, 2022, by and between 406 Zerex LLC, whose address is 5303 E. Evans Ave., Suite 306 Denver, CO 80222, hereinafter referred to as "Developer", and the Town of Fraser, a municipal corporation of the State of Colorado, whose address is 153 Fraser Avenue, P.O. Box 370, Fraser, Colorado 80442, hereinafter referred to as "Fraser" or "Town", together referred to as "the Parties". WHEREAS, Developer is the owner of certain real property located within Fraser, legally described as , on which Developer intends to construct certain improvements (hereinafter, the "Project"); and WHEREAS, Developer has applied for the issuance of a land use approval for the Project pursuant to Chapter 19 of the Fraser Municipal Code; and WHEREAS, Fraser's regulations at Section 19‐3‐425(a) require that as a condition of approval appropriate construction guarantees to ensure that necessary construction features and public improvements are constructed in accordance with the approved Development Plans and to ensure restoration and revegetation of the site if the Project is abandoned; and WHEREAS, Fraser and Developer have entered into this Agreement to satisfy such requirement with respect to the land approval for the Project. NOW, THEREFORE, the Parties agree as follows: (1) Development Plans . The "Development Plans" shall mean the site plan, landscape plan, grading, drainage, and erosion control plan, utility plan and any other related plans and specifications and construction documents for the Development Project, as submitted to and approved by Fraser as part of the land use approval for the Project. (2) Secured Improvements . The "Secured Improvements" shall mean the utility installations, lighting, landscaping, parking, snow storage areas, and other improvements for which security is to be provided in accordance with this Agreement. The Secured Improvements are listed, together with the estimated costs thereof, on Exhibit A attached hereto. Such costs must be certified by a licensed Colorado Professional Engineer prior to approval of this Agreement by Fraser. (3) Construction, Inspections, Acceptance, and other Matters. The Developer shall cause all public and private improvements depicted on the Development Plans, including but not limited to the Secured Improvements, to be constructed and completed, at its expense, in accordance with the land use approval, the Development Plans, the Town of Fraser design and construction standards (Refer to Chapter 14 of the Fraser Municipal Code), and any other applicable regulations of Fraser. (a) All such public and private improvements shall be completed before all or any portion of any lot or unit in the Project may be sold or leased and before any approval for occupancy is issued for any building or structure within the Project. Further, all such improvements shall be substantially completed not later than two (2) years after the date of this Agreement, unless an extension of time is granted by Fraser in writing for good cause, as determined by Fraser. Requests for extension must be submitted by Developer, in writing, to Fraser at the address set forth above. (b) The provisions of the Fraser subdivision regulations, as contained in Chapter 19, Article 3 of the Fraser Municipal Code, and particularly Division 4 of that Article, as such regulations may be amended from time to time by Fraser, shall govern with respect to the inspection and acceptance of the Secured Improvements, the deposit, use and release of collateral securing completion of CHAPTER 19 ‐ Land Development Code APPENDIX 4 CONSTRUCTION GUARANTEE AGREEMENT Fraser, Colorado, Municipal Code Created: 2022‐02‐04 11:08:35 [EST] (Supp. No. 15, Update 1) Page 2 of 5 the Secured Improvements, and all other matters relating to Developer's obligation with respect to the Secured Improvements that are not specifically addressed in this Agreement. The Fraser building regulations, as contained in Chapter 18 of the Fraser Municipal Code, as such regulations may be amended from time to time by Fraser, shall govern with respect to the inspection and acceptance of those improvements depicted on the Development Plans other than the Secured Improvements. (4) Financial Security for Performance and Payment . Prior to the issuance of the development permit for the Project, Developer shall furnish to Fraser adequate security in the form acceptable to Fraser, in an amount equal to one‐hundred‐twenty‐five percent (125%) of the total estimated costs of all the Secured Improvements to be installed plus the estimated costs of restoring and revegetating the site if Developer abandons or fails to complete the Project within the time provided in this Agreement. If security is provided in the form of a cash deposit, the security shall be held by the Town in trust. If any interest is earned on such deposit, it shall be retained by the Town to defray the cost of administering the deposit. Developer shall maintain such security in full force and effect during the entire period of construction of the improvements provided in the Development Plans and the duration of the warranty period provided in Paragraph 5 hereof. (5) Warranties of Developer . Developer warrants that the Secured Improvements will be installed in a good and workmanlike manner and in substantial compliance with the Development Plans and requirements of this Agreement and shall be substantially free of defects in materials and workmanship. These warranties of Developer, and the security provided for the Secured Improvements shall remain in force and effect as to any completed Secured Improvements until the lapse of one (1) year after preliminary acceptance of the Secured Improvements, and until final acceptance of such Improvements as provided in the Fraser subdivision regulations. To the extent the Secured Improvements include required landscaping, the Developer shall maintain such landscaping during the one‐year warranty period, and the provisions of this Section 5 and the subdivision regulations shall apply with respect to maintaining security for such landscaping improvements during the warranty period. (6) Default and Remedies . Time is of the essence hereof with respect to the performance of Developer's obligations provided in this Agreement. If Developer defaults in the performance of any such obligations in the time and manner provided herein, and if such default is not cured within thirty (30) days after written notice of the default is given by Fraser to Developer, then Fraser shall have the following remedies: (a) If the default relates to construction of Secured Improvements, the Fraser Town Manager may stop work on any improvements until a schedule and agreement on compliance for construction has been reached; Fraser may, but shall not be required to, have the Secured Improvements constructed, completed or corrected by such means and in such manner as Fraser shall determine, with or without public bidding; and Fraser shall have the right to use the financial security provided pursuant to this Agreement to pay for the construction, completion or correction of such Secured Improvements. (b) If the default consists of Developer's failure to complete all public and private improvements within the time provided in this Agreement and any extensions granted by Fraser, then Fraser may revoke the land use approval for the Project; and Fraser may proceed with restoring and revegetating the site, which may include removal of any uncompleted improvements, using the financial security provided pursuant to this Agreement to pay for the costs thereof. (c) All costs and expenses incurred by Fraser as a result of such default and the exercise of the remedies provided herein, including reasonable attorney fees, shall be chargeable to Developer CHAPTER 19 ‐ Land Development Code APPENDIX 4 CONSTRUCTION GUARANTEE AGREEMENT Fraser, Colorado, Municipal Code Created: 2022‐02‐04 11:08:35 [EST] (Supp. No. 15, Update 1) Page 3 of 5 and shall be paid from the financial security provided pursuant to this Agreement. If the amount of such security is less than the costs and expenses incurred, the parties agree Fraser shall have the right, without obligation from the Developer, upon Developer's failure to timely reimburse Fraser for such additional costs and expenses to certify the same to the County Treasurer as a lien on the property for collection in the same manner as ad valorem taxes. If the amount of such security exceeds the costs and expenses incurred, Fraser shall release any excess upon final accounting for such costs. If the security is insufficient to fully pay such costs, the Developer shall, upon demand, pay such deficiency to Fraser. The remedies provided above are cumulative in nature and nonexclusive. Fraser may pursue any other remedies it may have under Colorado law, including, without limitation, the right to bring suit against the Developer for injunctive relief, for specific performance of this Agreement, or to recover damages for the breach of this Agreement. (7) Additional Provisions. (a) Applicable Law. This Agreement, and the terms, conditions and covenants herein contained, shall be deemed to complement and shall be in addition to the conditions and requirements of the Fraser Municipal Code and other applicable laws, rules and regulations. (b) Severability . If any part, term, or provision of this Agreement is held by any court of competent jurisdiction to be illegal or in conflict with any law of the State of Colorado, the validity of the remaining portions or provisions shall not be affected, and the rights and obligations of the Parties shall be construed and enforced as if the Agreement did not contain the particular part, term or provision held to be invalid. (c) Complete Agreement. This instrument embodies the whole agreement of the Parties. There are no promises, terms, conditions, or obligations other than those contained herein except that Developer shall be bound by, and comply with, all conditions and obligations, provided in applicable Fraser ordinances and regulations, as amended from time to time by Fraser. This Agreement shall supersede all previous communications, representations, or agreements, either verbal or written, between the Parties. There shall be no modification of the Agreement except in writing, executed with the same formalities as this instrument. (d) No Waiver . No waiver of any of the provisions of this Agreement shall be valid or binding unless in writing, signed by the party whose rights are waived, nor shall such waiver constitute a continuing waiver unless otherwise expressly provided, nor shall the waiver of any default hereunder be deemed a waiver of any subsequent default hereunder. (e) Consent to Jurisdiction and Venue . Jurisdiction and venue for any civil action commenced by either party to this Agreement with respect to this Agreement or any security provided pursuant to this Agreement shall be proper only if such action is commenced in the District Court for Grand County, Colorado. Developer expressly waives the right to bring such action in or to remove such action to any other court, whether state or federal. (f) No Third Party Beneficiaries . Except as herein provided, no person or entity, other than a party to this Agreement, shall have any right of action under this Agreement including, but not limited to, lenders, lot or home buyers and materialmen, laborers or others providing work, services, or materials for the improvements. (g) Recording. This Agreement shall be recorded in the Grand County Clerk and Recorder's Office and shall be deemed to run with the land (being the described Project), and the provisions hereof CHAPTER 19 ‐ Land Development Code APPENDIX 4 CONSTRUCTION GUARANTEE AGREEMENT Fraser, Colorado, Municipal Code Created: 2022‐02‐04 11:08:35 [EST] (Supp. No. 15, Update 1) Page 4 of 5 shall be binding upon and inure to the benefit of the parties hereto and their respective successors and assigns. IN WITNESS WHEREOF, the parties hereto have executed this Agreement, effective as of the day and year first above written. FRASER DEVELOPER TOWN OF FRASER, a municipal corporation of the State of Colorado 406 Zerex, LLC BY: Mayor BY: Title: ATTEST: Town Clerk (SEAL) STATE OF COLORADO ) )SS COUNTY OF GRAND ) The foregoing instrument was acknowledged before me this _____ day of _______, 20___, by ___________, as Mayor, and ___________, as Town Clerk, of the Town of Fraser, Colorado, a municipal corporation of the State of Colorado. Witness my hand and official seal. My commission expires: Notary Public ( S E A L ) STATE OF _____ ) ) SS COUNTY OF _____ ) The foregoing instrument was acknowledged before me this _____ day of _______, 20___, by ___________, as ___________, of ___________, Developer. Witness my hand and official seal. CHAPTER 19 ‐ Land Development Code APPENDIX 4 CONSTRUCTION GUARANTEE AGREEMENT Fraser, Colorado, Municipal Code Created: 2022‐02‐04 11:08:35 [EST] (Supp. No. 15, Update 1) Page 5 of 5 My commission expires: Notary Public Exhibit A Secured Improvements Total Surety Amount = $489,512.50 125% of the total amount Quantity Units Unit Cost Total General Sitework Erosion Control 1 LS $12,000.00 $12,000.00 Site Grading and Demo 1 LS $37,950.00 $37,950.00 General Sitework Subtotal $49,950.00 Pavements Mobilization 1 LS $1,200.00 $1,200.00 Asphalt T-Patch - assume 6" thick 196 SF $12.00 $2,352.00 Asphalt Paving - 5" 9,776 SF $5.75 $56,212.00 Concrete - Sidewalks 1,874 SF $11.00 $20,614.00 Concrete - Curb & Gutter - 6" Vertical, 2' Pan 264 LF $23.00 $6,072.00 Pavements Subtotal $86,450.00 Utility - Water Large Diameter Tapping Saddle on Main 3 EA $7,500.00 $22,500.00 Water Line - 6" DIP 118 LF $129.00 $15,222.00 Water Riser - 6"2 EA $3,500.00 $7,000.00 Gate Valve - 6" w/ Box 8 EA $3,950.00 $31,600.00 Tee - 6"3 EA $2,150.00 $6,450.00 Bend - 6" (less than 90 degrees)1 EA $1,200.00 $1,200.00 Fire Hydrant Assembly - 6"1 EA $12,895.00 $12,895.00 Utility - Water Subtotal $96,867.00 Utility - Sanitary Sewer Sewer Line - 4" PVC SDR 35 78 LF $81.00 $6,318.00 Sewer Line - 6" PVC SDR 35 260 LF $87.00 $22,620.00 Cleanout w/ conc collar 2 EA $1,200.00 $2,400.00 Manhole - 4' diameter (6' depth)1 EA $14,850.00 $14,850.00 Grease Interceptor 2 EA $9,250.00 $18,500.00 Utility - Sanitary Sewer Subtotal $64,688.00 Utility - Storm Drainage System Storm Line - 8" PVC SDR 35 115 LF $105.00 $12,075.00 Storm Line - 12" PVC SDR 35 6 LF $475.00 $2,850.00 Small Pipe Headwall 1 EA $3,670.00 $3,670.00 Inlet - Single Valley 1 EA $15,060.00 $15,060.00 Infiltration basin 1 EA $40,000.00 $40,000.00 Utility - Storm Drainage System Subtotal $73,655.00 Utility - Electrical and Gas Allowance for Electrical and Gas Service Connections 2 EA $10,000.00 $20,000.00 Utility - Electrical and Gas Subtotal $20,000.00 PROJECT TOTAL $391,610.00 Opinion of Probable Costs for Koselig on Main Fraser, Colorado JVA, Incorporated 47 Cooper Creek Way, Ste 328 PO Box 1860 Winter Park, CO 80482 Ph: 970.722.7677 Job Name: Koselig on Main Job Number: 3544c Date: 7/7/2022 By: SAR Phase: Permit Engineer's opinions of probable Construction Cost provided for herein are to made on the basis of Engineer's experience and qualifications and represent Engineer's best judgment as an experienced and qualified professional generally familiar with the industry. However, since the Engineer has no control over the cost of labor, equipment, or services furnished by others, or over the Contractor's methods of determining prices, or over competitive bidding or market conditions, Engineer cannot and does not guarantee that proposals, bids, or actual Construction Cost will not vary from opinions of probable Construction Cost prepared by Engineer. Actual required quantities will vary from this estimate. Owner/Contractor to verify all required quantities and other estimate items, permits, fees, etc. not included above that may be specified in the Construction documents. If Owner wishes to greater assurance as to probable Construction Cost, Owner shall employ an 3544c-Koselig on Main-JVA Civil OPC Page 1 07/07/22 Dear Fraser Planning Commission, We are excited to present you with our plans for a mixed-use development at 406 Zerex St and 315 Fraser Avenue. This submittal will aim to answer your questions about who we are, how we got here and what we are proposing. Who We Are: Byson Investments (Byson) is the developer on this project. Managing partners Greg Bechler and Kevin Rifkin both grew up in Colorado, attended CU Boulder and have enjoyed their winters and summers in the Fraser Valley for the majority of their lives. Having spent the last 10 years working on real estate development projects across Colorado and the US, Greg and Kevin have developed an acumen for delivering quality real estate developments that contribute positively to the community that encompasses the project. Byson has partnered with what we feel is one of the best all-around development teams in Fraser and the county. Peter Nelson Architecture will serve as the project’s architect of record with Peter Nelson and Krista Klancke leading the way to ensure our project meets the expectations of longtime residents and seasonal workers alike. PGArnold will serve as the project’s general contractor with Thomas Elliot leading their team. We are so excited to have such a solid local GC on board that will ensure we deliver as planned and on time! JVA Inc. will serve as Civil and Structural Engineer for the project with Kevin Vecchiarelli and Craig Kobe leading Civil and Structural efforts respectively. We are so happy to have such a strong contingent of Fraser and Grand County residents on our development team as we feel this will help us deliver something that truly meets the needs of those living in Downtown Fraser. How we got here: After reading the 2017 Downtown Fraser Strategic Plan, Kevin and Greg realized that there was a need that matched their skillset, in their own backyard. We quickly began the acquisition process and were able to find a parcel of land that we feel is the center of downtown Fraser. Once home to longtime favorite eateries Dairy King and One Love restaurant the site sits across highway 40 from the Fraser train station and is adjacent to some of Fraser’s best bars, restaurants and trail systems. After falling in love with the site’s potential Greg and Kevin quickly started to connect with their architect and the town to discuss the most important question, “What would work best at this site?” In line with the 2017 plan the answer was retail facing highway 40 and denser, attainable long-term housing. Having delivered similar projects in the past Kevin and Greg got started on planning with their team and the town. After 8 months of collaboration and planning the team has developed a project plan that we think will make an awesome contribution to the local area and more importantly the locals themselves. What we are proposing: The proposed development will consist of two buildings, one that fronts highway 40 and one that fronts Doc Susie Avenue. The building on highway 40 will consist of ~4,000 sqft of retail space on the first floor and two additional floors of apartment units. There will be ten two- bedroom units in this building. The building fronting Doc Susie Avenue will consist of ten apartment units as well. The first floor will consist of a parking garage and two ground floor units. One unit is an ADA accessible one-bedroom unit and the other is also a one-bedroom unit. Both of these units will be deed restricted at 80% AMI. The second and third floors will consist of a total of four three-bedroom units and four two-bedroom units. All units will come with in unit washer and dryers and 18 of the 20 units will come with private outdoor space and covered storage closets large enough to fit bikes, skis and even kayaks. Both buildings will have exteriors that blend into the surrounding area with a mix of wood and steel siding, exposed concrete and a large space on the Doc Susie building that we hope to have a mural commissioned by the Fraser Art committee. Color tones will include different shades of charcoal and brown as shown in our architectural drawings. The retail space along highway 40 will be glass frontage with garage doors on the north and south ends creating a welcoming indoor/outdoor experience for our future restaurant tenants. The project will utilize off site fabrication for certain building components (walls, floors, roof trusses) to limit the amount of waste produced when compared to traditional framing, and more importantly limit the amount of time the site has unfinished materials spread across it. By creating an interior facing parking lot and covered parking garage we aim to create an attractive street scape that allows those walking along the street to enjoy our project's buildings and landscape as opposed to parking lots. In addition to the building on highway 40 having two outdoor patios on the north and south ends, the project will have ~2,000 sqft of green space where residents and locals can come to enjoy a quiet and secluded park as they walk through town. The planned development conforms to all zoning codes laid out in the River Walk Mixed Use Overlay District (RMU). 406 ZEREX ST & 315 FRASER AVENUE October 2021 December 2021 April 2022 June 2022 July 2022 October 2023 Close on land •Preliminary Plat •Permits Final Plat Construction Start •Delivery Koselig on Main Sketch Plan Review Retail Interior Exterior Total Retail A 1,580 590 2,170 Retail B 727 727 Retail C 1,573 421 1,994 Total 3,880 1,011 4,891 Residential Interior Exterior Combined Units Total Interior Total Exterior Total Combined 2 bed 812 113 924 10 8,116 1,126 9,242 2 bed long 922 129 1,051 4 3,687 517 4,204 3 bed 1,148 127 1,275 4 4,594 507 5,101 1 bed ADA 597 597 1 597 - 597 1 bed small 490 490 1 490 - 490 Total 3,969 369 4,337 20 17,484 2,150 19,634 Site Size 28,704 Interior Exterior Combined Retail %13.5%3.5%17.0% Residential %60.9%7.5%68.4%<- Must be less than 75% Total %74.4%11.0%85.4% Koselig on Main Auxiliary Turn Lane Assessment Byson Real Estate Co. Fraser, Colorado June 16, 2022 Prepared By: Sustainable Traffic Solutions, Inc. http://www.sustainabletrafficsolutions.com/ Joseph L. Henderson, PE, PTOE 303.589.6875 joe@sustainabletrafficsolutions.com Sustainable Traffic Solutions, Inc. Koselig on Main Auxiliary Turn Lane Assessment Byson Real Estate Co. Fraser, Colorado June 16, 2022 Table of Contents Page 1.0 Introduction ................................................................................................... 1 2.0 Project Description ........................................................................................ 1 2.1 Study Area ............................................................................................... 1 2.2 Study Assumptions .................................................................................. 1 3.0 Existing Traffic Volumes ............................................................................... 2 4.0 Site Generated Traffic Volumes ................................................................... 2 4.1 Trip Generation ........................................................................................ 2 4.2 Trip Distribution and Assignment ............................................................. 2 5.0 Year 2023 Traffic Conditions ........................................................................ 2 6.0 Year 2042 Traffic Conditions ........................................................................ 3 7.0 Auxiliary Lane Analysis ................................................................................ 3 8.0 Entering Sight Distance ................................................................................ 3 9.0 Conclusion ..................................................................................................... 4 List of Appendices Appendix A Traffic Count Data Appendix B CDOT Straight Line Diagram List of Tables Table 1 – Estimated Daily Volumes for Key Links in the Study Area Table 2 – Trip Generation Estimate Table of Contents (Continued) Sustainable Traffic Solutions, Inc. Koselig on Main Auxiliary Turn Lane Assessment Byson Real Estate Co. Fraser, Colorado June 16, 2022 ii List of Figures Figure 1 – Vicinity Map Figure 2 – Site Plan Figure 3 – Laneage and Traffic Control – Existing Figure 4 – Existing Traffic Volumes – Morning Peak Hour Figure 5 – Existing Traffic Volumes – Evening Peak Hour Figure 6 – Existing Traffic Volumes – Saturday Peak Hour Figure 7 – Trip Distribution Figure 8 – Trip Assignment – Morning Peak Hour Figure 9 – Trip Assignment – Evening Peak Hour Figure 10 – Trip Assignment – Saturday Peak Hour Figure 11 – Year 2023 Background Traffic Volumes – Morning Peak Hour Figure 12 – Year 2023 Background Traffic Volumes – Evening Peak Hour Figure 13 – Year 2023 Background Traffic Volumes – Saturday Peak Hour Figure 14 – Year 2023 Total Traffic Volumes – Morning Peak Hour Figure 15 – Year 2023 Total Traffic Volumes – Evening Peak Hour Figure 16 – Year 2023 Total Traffic Volumes – Saturday Peak Hour Figure 17 – Year 2042 Background Traffic Volumes – Morning Peak Hour Figure 18 – Year 2042 Background Traffic Volumes – Evening Peak Hour Figure 19 – Year 2042 Background Traffic Volumes – Saturday Peak Hour Figure 20 – Year 2042 Total Traffic Volumes – Morning Peak Hour Figure 21 – Year 2042 Total Traffic Volumes – Evening Peak Hour Figure 22 – Year 2042 Total Traffic Volumes – Saturday Peak Hour Sustainable Traffic Solutions, Inc. Koselig on Main Auxiliary Turn Lane Assessment Byson Real Estate Co. Fraser, Colorado June 16, 2022 1 Koselig on Main Traffic Impact Study 1.0 Introduction A residential and commercial development is proposed on the northeast corner of Zerex Street (US 40) / Fraser Avenue. Two buildings are planned with a total of 20 units. The building that fronts on Zerex Street will have a small commercial space. Figure 1 contains a vicinity map showing the location of the site, and Figure 2 contains the site plan. The off-street parking adjacent to the buildings will be reserved for the residential units. Parking for the retail space will be on-street. Two accesses are planned from the site including one access to Doc Susie Avenue and a second access to the alley where traffic will enter/exit Doc Susie Avenue. This traffic study was based on the requirements in the Colorado Department of Transportation Region 3 levels of traffic assessments 1. Based on the trip generation, an auxiliary turn lane assessment (level 2 study) was performed. 2.0 Project Description 2.1 Study Area The study area includes the following intersections. • Zerex Street / Eastom Avenue • Zerex Street / Fraser Avenue • Doc Susie Avenue / alley • Doc Susie Avenue / site access The existing laneage and traffic control at the study area intersections are contained in Figure 3. Zerex Street has a five lane section with curb and gutter. Eastom Avenue, Fraser Avenue, and Doc Susie Avenue are all two lane streets. Parking is allowed on all of the streets in the study area. 2.2 Study Assumptions The following assumptions were utilized for this study. • Adjustment of Traffic Count Data for COVID 19. Historic traffic count data were used to determine if it would be necessary to compensate for the effect of COVID 19. The historic data was obtained from Count Station 000216, a continuous count station on SH 125 north of US 40 in Grand County. The data from the count station showed that volumes in January 2022 decreased by 8% compared to the average of January 2018 and 2019. Therefore, the data collected for the project was inflated by 8% to compensate for the impact 1 Levels of Traffic Assessments for CDOT Region 3 Access Permits. CDOT R3 Traffic Section. November 29, 2005. Sustainable Traffic Solutions, Inc. Koselig on Main Auxiliary Turn Lane Assessment Byson Real Estate Co. Fraser, Colorado June 16, 2022 2 of COVID 19. The table with the data from Count Station 000216 is contained in Appendix A. • Short-Term Planning Horizon. The development is expected to be completed and occupied in Year 2023, therefore, Year 2023 is the short-term planning horizon. • Long-Term Planning Horizon. The long-term planning horizon is Year 2042 because it is 20 years in the future. • Growth in Background Traffic. A 1.25% annual growth rate was used based on information found in the US 40 Fraser Traffic Report 2. 3.0 Existing Traffic Volumes Traffic count data were collected for the project on Wednesday February 9, 2022 and on Saturday June 11, 2022 by All Traffic Data. The peak hour volumes are summarized in Figures 4 through 6. Existing and future daily volumes are summarized in Table 1. The traffic count data are contained in Appendix A. 4.0 Site Generated Traffic Volumes 4.1 Trip Generation In order to estimate the traffic impacts associated with this development, the amount of traffic generated by the project was calculated using trip generation rates contained in the Institute of Transportation Engineers Trip Generation manual 3. The trip generation estimate is contained in Table 2. 4.2 Trip Distribution and Assignment The trip distribution for the development is contained in Figure 7. It is based on the existing peak hour volumes collected for the traffic study. The peak hour assignments are contained in Figures 8 through 10. The traffic that is expected to be generated by the retail space was assigned to on-street parking on Zerex Street adjacent to the development, and Fraser Avenue east and west of Zerex Street. 5.0 Year 2023 Traffic Conditions Construction of the development is expected to be completed in Year 2023. Background traffic volumes for the Year 2023 were developed by inflating the through volumes on Zerex Street using the growth rate that was discussed in Section 2.2. The background traffic volume scenarios are contained in Figures 11 through 13. The Year 2023 total traffic volume scenarios were developed by adding the trip assignment to the background traffic volumes (see Figures 14 through 16). 2 US 40 Fraser Traffic Report. Jacobs. April 2020. 3 Trip Generation, 11th Edition. Institute of Transportation Engineers. September 2021. Sustainable Traffic Solutions, Inc. Koselig on Main Auxiliary Turn Lane Assessment Byson Real Estate Co. Fraser, Colorado June 16, 2022 3 6.0 Year 2042 Traffic Conditions The Year 2042 background and total traffic volume scenarios were developed as discussed in Section 5.0. Figures 17 through 19 contain the background volumes, and the total traffic volumes are contained in Figures 20 through 22. 7.0 Auxiliary Lane Analysis The need for left and right turn deceleration lanes was reviewed based on criteria that are contained in the State Highway Access Code 4. Zerex Street is classified as an NR-B roadway and the speed limit is 35 MPH in the vicinity of the site. A review of the need for auxiliary lanes is contained in the following table. The table contains the total traffic volumes for the movements that are expected to be impacted by the development traffic. It shows that no auxiliary lanes will be warranted as a result of the traffic that is expected to be generated by the development. 8.0 Entering Sight Distance An evaluation of the entering sight distance is a requirement of a Level 2 study. Evaluating the entering sight distance doesn’t seem to be necessary because the intersections are existing on an urban section of a CDOT roadway. In addition, the need for this evaluation was not called out in the comments on the previous version of the study. 4 State Highway Access Code. The Transportation Commission of Colorado. Amended March 2002. Morning Evening Saturday SBLT >25 VPH 2 6 8 NBRT >50 VPH 4 2 2 SBLT >25 VPH 4 10 5 NBLT >25 VPH 2 19 7 NBRT >50 VPH 7 12 11 2 - Zerex Street / Fraser Avenue Intersection / Movement Threshold Peak Hour Volume 1 - Zerex Street / Eastom Avenue Sustainable Traffic Solutions, Inc. Koselig on Main Auxiliary Turn Lane Assessment Byson Real Estate Co. Fraser, Colorado June 16, 2022 4 9.0 Conclusion STS has drawn the following conclusion based on the analysis performed for this project. Auxiliary Lanes. No new auxiliary lanes will be warranted on Zerex Street by the traffic from this development. Sustainable Traffic Solutions, Inc. Koselig on Main Auxiliary Turn Lane Assessment Byson Real Estate Co. Fraser, Colorado June 16, 2022 Tables Table 1 – Estimated Daily Volumes for Key Links in the Study Area Table 2 – Trip Generation Estimate Li n k Ze r e x S t r e e t n o r t h o f E a s t o m A v e n u e Ze r e x S t r e e t b e t w e e n E a s t o m A v e n u e a n d F r a s e r A v e n u e Ze r e x S t r e e t s o u t h o f F r a s e r A v e n u e Ea s t o m A v e n u e e a s t o f Z e r e x S t r e e t Fr a s e r A v e n u e e a s t o f Z e r e x S t r e e t 12 , 2 6 0 12 , 2 8 0 12 , 4 3 0 21 0 11 0 16 0 Ye a r 2 0 4 2 Ba c k g r o u n d Ye a r 2 0 4 2 T o t a l 14 , 6 7 0 14 , 8 2 0 11 , 8 5 0 Ta b l e 1 . E s t i m a t e d D a i l y V o l u m e s f o r K e y L i n k s i n t h e S t u d y A r e a 10 , 7 0 0 15 0 11 , 7 0 0 Ye a r 2 0 2 2 Ex i s t i n g T r a f f i c 1 De v e l o p m e n t Tr a f f i c Ye a r 2 0 2 3 Ba c k g r o u n d Ye a r 2 0 2 3 T o t a l 15 0 Ye a r 2 0 2 2 Fa c t o r e d T r a f f i c 11 , 5 6 0 11 , 9 0 0 12 , 1 3 0 11 0 16 0 11 0 16 0 15 , 5 5 0 16 0 15 , 0 5 0 15 , 2 6 0 15 , 4 0 0 16 0 21 0 1. T h e Y e a r 2 0 2 1 v o l u m e s h i g h l i g h t e d i n y e l l o w w e r e c o l l e c t e d i n t h e f i e l d . T h e o t h e r e x i s t i n g v o l u m e s w e r e e s t i m a t e d u s i n g t h e p e a k h o u r t o d a i l y r a t i o f o r t h e e v e n i n g p e a k h o u r . 11 , 0 1 7 21 0 12 , 0 5 0 11 , 2 3 0 15 0 10 0 50 50 Ko s e l i g o n M a i n 1 - D a i l y V o l u m e s 6/ 1 5 / 2 0 2 2 2: 5 5 P M Ta b l e 2 . T r i p G e n e r a t i o n E s t i m a t e Ra t e To t a l In Ou t Ra t e To t a l In Ou t Ra t e To t a l In Ou t Mu l t i f a m i l y H o u s i n g ( M i d - R i s e ) ( N o t C l o s e t o Ra i l T r a n s i t ) 22 1 20 DU 4. 5 4 91 45 45 0. 3 7 8 2 6 0. 3 9 8 5 3 St r i p R e t a i l P l a z a ( < 4 0 K ) 82 2 3. 9 1, 0 0 0 f t 2 54 . 4 5 21 3 10 6 10 6 2. 3 6 10 6 4 6. 5 9 26 13 13 To t a l -- - -- - -- - -- - 30 3 15 2 15 2 -- - 18 8 10 -- - 34 18 16 Ra t e To t a l In Ou t Ra t e To t a l In Ou t Mu l t i f a m i l y H o u s i n g ( M i d - R i s e ) ( N o t C l o s e t o Ra i l T r a n s i t ) 22 1 20 DU 4. 5 7 91 46 46 0. 3 9 8 4 4 St r i p R e t a i l P l a z a ( < 4 0 K ) 2 82 2 3. 9 1, 0 0 0 f t 2 54 . 4 5 21 3 10 6 10 6 6. 5 7 26 13 13 To t a l -- - -- - -- - -- - 30 4 15 2 15 2 -- - 33 17 16 2. T h e s t r i p r e t a i l p l a z a l a n d u s e d o e s n ' t h a v e a r a t e f o r t h e S a t u r d a y t r i p s , s o t h e w e e k d a y r a t e w a s u s e d . La n d U s e IT E C o d e 1 Si z e Un i t Av e r a g e S a t u r d a y T r i p s Sa t u r d a y P e a k H o u r T r i p s No t e s : 1. T h e t r i p g e n e r a t i o n e s t i m a t e i s b a s e d o n r a t e s c o n t a i n e d i n Tr i p G e n e r a t i o n , 1 1 t h E d i t i o n ( I n s t i t u t e o f T r a n s p o r t a t i o n E n g i n e e r s , S e p t e m b e r 2 0 2 1 ) . La n d U s e IT E C o d e 1 Si z e Un i t Av e r a g e W e e k d a y T r i p s Mo r n i n g P e a k H o u r T r i p s Ev e n i n g P e a k H o u r T r i p s Ko s e l i g o n M a i n 2 - T r i p G e n 6/ 1 5 / 2 0 2 2 2: 5 3 P M Sustainable Traffic Solutions, Inc. Koselig on Main Auxiliary Turn Lane Assessment Byson Real Estate Co. Fraser, Colorado June 16, 2022 Figures Figure 1 – Vicinity Map Figure 2 – Site Plan Figure 3 – Laneage and Traffic Control – Existing Figure 4 – Existing Traffic Volumes – Morning Peak Hour Figure 5 – Existing Traffic Volumes – Evening Peak Hour Figure 6 – Existing Traffic Volumes – Saturday Peak Hour Figure 7 – Trip Distribution Figure 8 – Trip Assignment – Morning Peak Hour Figure 9 – Trip Assignment – Evening Peak Hour Figure 10 – Trip Assignment – Saturday Peak Hour Figure 11 – Year 2023 Background Traffic Volumes – Morning Peak Hour Figure 12 – Year 2023 Background Traffic Volumes – Evening Peak Hour Figure 13 – Year 2023 Background Traffic Volumes – Saturday Peak Hour Figure 14 – Year 2023 Total Traffic Volumes – Morning Peak Hour Figure 15 – Year 2023 Total Traffic Volumes – Evening Peak Hour Figure 16 – Year 2023 Total Traffic Volumes – Saturday Peak Hour Figure 17 – Year 2042 Background Traffic Volumes – Morning Peak Hour Figure 18 – Year 2042 Background Traffic Volumes – Evening Peak Hour Figure 19 – Year 2042 Background Traffic Volumes – Saturday Peak Hour Figure 20 – Year 2042 Total Traffic Volumes – Morning Peak Hour Figure 21 – Year 2042 Total Traffic Volumes – Evening Peak Hour Figure 22 – Year 2042 Total Traffic Volumes – Saturday Peak Hour Pr o j e c t Si t e Sc a l e Da t e Dr a w n b y Jo b # Fi g u r e 1" = 5 0 0 ' Ju n e 1 6 , 2 0 2 2 JL H By s o n R e a l E s t a t e C o . 1 Ko s e l i g o n M a i n T r a f f i c I m p a c t S t u d y VI C I N I T Y M A P Fr a s e r Av e n u e LE G E N D - S t a t e H i g h w a y - O t h e r R o a d w a y s - R i v e r s a n d S t r e a m s Ea s t o m Av e n u e Zer e x S t r e e t (U S 4 0 ) Sc a l e Da t e Dr a w n b y Jo b # Fi g u r e NT S Ju n e 1 6 , 2 0 2 2 JL H By s o n R e a l E s t a t e C o . 2 Ko s e l i g o n M a i n T r a f f i c I m p a c t S t u d y SI T E P L A N Al l e y Fr a s e r A v e n u e Zere x S t r e e t (US 4 0 ) Hi g h w a y 4 0 Bu i l d i n g Do c S u s i e Bu i l d i n g Doc Susie Avenue Si t e A c c e s s Si t e A c c e s s Figure 3 – Laneage and Traffic Control – Existing Zerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE6/16/2022 Fraser, CO Koselig on Main Auxiliary Lane Assess. Version 2022 (SP 0-5) Generated with Figure 4 – Existing Traffic Volumes – Morning Peak Hour Zerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE6/16/2022 Fraser, CO Koselig on Main Auxiliary Lane Assess. Version 2022 (SP 0-5) Generated with Figure 5 – Existing Traffic Volumes – Evening Peak Hour Zerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE6/16/2022 Fraser, CO Koselig on Main Auxiliary Lane Assess. Version 2022 (SP 0-5) Generated with Figure 6 – Existing Traffic Volumes – Saturday Peak Hour Zerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE6/16/2022 Fraser, CO Koselig on Main Auxiliary Lane Assess. Version 2022 (SP 0-5) Generated with Fr a s e r Av e n u e Sc a l e Da t e Dr a w n b y Jo b # Fi g u r e 1" = 5 0 0 ' Ju n e 1 6 , 2 0 2 2 JL H By s o n R e a l E s t a t e C o . 7 Ko s e l i g o n M a i n T r a f f i c I m p a c t S t u d y TR I P D I S T R I B U T I O N LE G E N D - S t a t e H i g h w a y - O t h e r R o a d w a y s - R i v e r s a n d S t r e a m s Ea s t o m Av e n u e Zer e x S t r e e t (U S 4 0 ) 50 % 50 % Figure 8 – Trip Assignment – Morning Peak Hour Doc Susie/AlleyDoc Susie/Site AccessZerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE6/16/2022 Fraser, CO Koselig on Main Auxiliary Lane Assess. Version 2022 (SP 0-5) Generated with Figure 9 – Trip Assignment – Evening Peak Hour Doc Susie/AlleyDoc Susie/Site AccessZerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE6/16/2022 Fraser, CO Koselig on Main Auxiliary Lane Assess. Version 2022 (SP 0-5) Generated with Figure 10 – Trip Assignment – Saturday Peak Hour Doc Susie/AlleyDoc Susie/Site AccessZerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE6/16/2022 Fraser, CO Koselig on Main Auxiliary Lane Assess. Version 2022 (SP 0-5) Generated with Figure 11 – Year 2023 Background Traffic Volumes – Morning Peak Hour Zerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE6/16/2022 Fraser, CO Koselig on Main Auxiliary Lane Assess. Version 2022 (SP 0-5) Generated with Figure 12 – Year 2023 Background Traffic Volumes – Evening Peak Hour Zerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE6/16/2022 Fraser, CO Koselig on Main Auxiliary Lane Assess. Version 2022 (SP 0-5) Generated with Figure 13 – Year 2023 Background Traffic Volumes – Saturday Peak Hour Zerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE6/16/2022 Fraser, CO Koselig on Main Auxiliary Lane Assess. Version 2022 (SP 0-5) Generated with Figure 14 – Year 2023 Total Traffic Volumes – Morning Peak Hour Doc Susie/AlleyDoc Susie/Site AccessZerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE6/16/2022 Fraser, CO Koselig on Main Auxiliary Lane Assess. Version 2022 (SP 0-5) Generated with Figure 15 – Year 2023 Total Traffic Volumes – Evening Peak Hour Doc Susie/AlleyDoc Susie/Site AccessZerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE6/16/2022 Fraser, CO Koselig on Main Auxiliary Lane Assess. Version 2022 (SP 0-5) Generated with Figure 16 – Year 2023 Total Traffic Volumes – Saturday Peak Hour Doc Susie/AlleyDoc Susie/Site AccessZerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE6/16/2022 Fraser, CO Koselig on Main Auxiliary Lane Assess. Version 2022 (SP 0-5) Generated with Figure 17 – Year 2042 Background Traffic Volumes – Morning Peak Hour Zerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE6/16/2022 Fraser, CO Koselig on Main Auxiliary Lane Assess. Version 2022 (SP 0-5) Generated with Figure 18 – Year 2042 Background Traffic Volumes – Evening Peak Hour Zerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE6/16/2022 Fraser, CO Koselig on Main Auxiliary Lane Assess. Version 2022 (SP 0-5) Generated with Figure 19 – Year 2042 Background Traffic Volumes – Saturday Peak Hour Zerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE6/16/2022 Fraser, CO Koselig on Main Auxiliary Lane Assess. Version 2022 (SP 0-5) Generated with Figure 20 – Year 2042 Total Traffic Volumes – Morning Peak Hour Doc Susie/AlleyDoc Susie/Site AccessZerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE6/16/2022 Fraser, CO Koselig on Main Auxiliary Lane Assess. Version 2022 (SP 0-5) Generated with Figure 21 – Year 2042 Total Traffic Volumes – Evening Peak Hour Doc Susie/AlleyDoc Susie/Site AccessZerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE6/16/2022 Fraser, CO Koselig on Main Auxiliary Lane Assess. Version 2022 (SP 0-5) Generated with Figure 22 – Year 2042 Total Traffic Volumes – Saturday Peak Hour Doc Susie/AlleyDoc Susie/Site AccessZerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE6/16/2022 Fraser, CO Koselig on Main Auxiliary Lane Assess. Version 2022 (SP 0-5) Generated with Sustainable Traffic Solutions, Inc. Koselig on Main Auxiliary Turn Lane Assessment Byson Real Estate Co. Fraser, Colorado June 16, 2022 Appendix A Traffic Count Data Ye a r Ja n u a r y Fe b r u a r y Ma r c h Ap r i l Ma y Ju n e Ju l y Au g u s t Se p t e m b e r Oc t o b e r No v e m b e r De c e m b e r 20 2 2 45 2 50 5 51 5 55 7 79 1 0 0 0 0 0 0 0 20 2 1 52 2 45 8 52 3 57 8 79 2 1, 1 8 7 1, 3 0 1 1, 1 0 8 1, 2 4 7 92 2 74 1 52 8 20 2 0 51 7 49 6 47 2 42 0 80 1 1, 2 6 8 1, 4 9 0 1, 3 2 3 1, 4 1 4 76 3 67 8 54 7 20 1 9 48 2 50 4 49 4 48 5 71 6 1, 0 7 6 1, 3 6 1 1, 2 5 3 1, 2 8 1 94 8 66 0 52 3 20 1 8 49 6 49 2 52 1 53 0 84 3 1, 1 3 2 1, 2 8 2 1, 1 8 2 1, 2 3 4 84 2 64 6 50 3 20 1 8 / 2 0 1 9 A v e r a g e 48 9 49 8 50 8 50 8 78 0 1, 1 0 4 1, 3 2 2 1, 2 1 8 1, 2 5 8 89 5 65 3 51 3 20 2 1 - 2 0 1 8 / 2 0 1 9 A v e r a g e 33 -4 0 16 71 13 83 -2 1 -1 1 0 -1 1 27 88 15 % I n c r e a s e 7% -8 % 3% 14 % 2% 8% -2 % -9 % -1 % 3% 13 % 3% 20 2 2 - 2 0 1 8 / 2 0 1 9 A v e r a g e -3 7 7 8 50 12 % I n c r e a s e -8 % 1% 2% 10 % 2% Co u n t S t a t i o n 0 0 0 2 1 6 - A v e r a g e D a i l y V o l u m e s o n S H 1 2 5 N o r t h o f U S 4 0 Co u n t S t a t i o n 0 0 0 2 1 6 Su m m a r y 6/ 1 6 / 2 0 2 2 9: 2 4 A M LT TH RT LT TH RT LT TH RT LT TH RT Co l l e c t e d 1 24 6 4 2 54 2 5 2 0 2 1 0 1 Fa c t o r e d 1 26 6 4 2 58 5 5 2 0 2 1 0 1 LT TH RT LT TH RT LT TH RT LT TH RT Co l l e c t e d 14 24 1 4 0 52 4 16 8 0 14 4 0 3 Fa c t o r e d 15 26 0 4 0 56 6 17 9 0 15 4 0 3 Ze r e x S t r e e t / E a s t o m A v e n u e No r t h b o u n d So u t h b o u n d Ea s t b o u n d W e s t b o u n d Fa c t o r e d T r a f f i c V o l u m e s - M o r n i n g P e a k H o u r Ze r e x S t r e e t / F r a s e r A v e n u e No r t h b o u n d So u t h b o u n d Ea s t b o u n d W e s t b o u n d Ko s e l i g o n M a i n Fa c t o r e d V o l u m e s 3/ 1 / 2 0 2 2 10 : 1 9 A M ZEREX ST ZEREX STFRASER AVEFRASER AVE (303) 216-2439 www.alltrafficdata.net Location:1 ZEREX ST & FRASER AVE AM Wednesday, February 9, 2022Date: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:08:00 AM - 09:00 AM Peak 15-Minutes:08:30 AM - 08:45 AM 549 249 2 6 251545 4 6 0.95 N S EW 0.94 0.50 0.77 0.33 (490)(979) (8) (12) (10) (5) (493)(973) 5 02 1 0 1 2 0 2 0 0 54 2 1 24 6 40 FRASER AVE FRASER AVE ZEREX ST ZEREX ST 0 0 0 1 N S EW 0 0 00 0 0 0 1 Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrian Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 0 39 0 2 750 0 0 0 0 0 117 0 0 0 06790 1 0 0 7:15 AM 0 0 56 0 0 1210 1 0 0 0 0 185 0 0 0 07550 1 4 2 7:30 AM 0 1 79 0 0 1090 0 0 0 1 1 192 0 0 0 07580 1 0 0 7:45 AM 0 0 63 0 0 1210 0 0 0 1 0 185 0 0 0 17790 0 0 0 8:00 AM 0 0 46 0 0 1460 0 0 0 0 0 193 0 0 0 08060 0 1 0 8:15 AM 0 0 53 0 0 1290 2 0 0 0 0 188 0 0 0 01 1 0 2 8:30 AM 0 0 80 0 0 1280 0 0 0 0 0 213 1 0 0 01 0 2 2 8:45 AM 0 1 67 0 2 1390 0 0 0 1 0 212 0 0 0 00 0 1 1 Count Total 7842 1,4859684048320130030 101 0 Peak Hour 0 2 0 0 1 0 0 1 246 0 2 542 8062 1 4 5 1 0 0 0 ZEREX ST ZEREX STEASTOM AVEEASTOM AVE (303) 216-2439 www.alltrafficdata.net Location:2 ZEREX ST & EASTOM AVE AM Wednesday, February 9, 2022Date: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:08:00 AM - 09:00 AM Peak 15-Minutes:08:30 AM - 08:45 AM 540 252 7 4 259542 22 30 0.95 N S EW 0.90 0.35 0.79 0.55 (496)(1,004) (13) (8) (37) (28) (502)(1,006) 16 00 3 0 4 14 0 8 0 0 52 4 14 24 1 40 EASTOM AVE EASTOM AVE ZEREX ST ZEREX ST 1 0 0 3 N S EW 0 0 00 0 1 1 2 Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrian Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 0 40 0 0 780 0 0 0 0 0 119 0 0 0 07190 0 1 0 7:15 AM 0 1 57 0 1 1270 1 0 0 3 0 192 2 0 0 28030 2 0 0 7:30 AM 0 1 79 0 0 1370 1 0 0 0 0 221 0 0 0 08081 1 0 1 7:45 AM 0 1 62 0 1 1160 1 0 0 0 0 187 0 0 0 08052 0 1 3 8:00 AM 0 0 47 0 0 1470 1 0 0 0 0 203 0 0 0 08282 0 1 5 8:15 AM 0 0 54 0 0 1310 3 0 0 0 0 197 3 0 0 01 0 0 8 8:30 AM 0 5 75 0 0 1270 0 0 0 1 0 218 0 0 0 15 1 2 2 8:45 AM 0 9 65 0 0 1190 4 0 0 3 0 210 0 0 0 06 2 1 1 Count Total 206617 1,547982204791700700110 305 0 Peak Hour 0 8 0 0 4 0 0 14 241 0 0 524 82814 3 4 16 3 0 0 1 LT TH RT LT TH RT LT TH RT LT TH RT Co l l e c t e d 16 63 9 5 6 43 0 9 3 0 12 3 0 1 Fa c t o r e d 17 69 0 5 6 46 4 10 3 0 13 3 0 1 LT TH RT LT TH RT LT TH RT LT TH RT Co l l e c t e d 16 62 9 1 1 41 0 6 6 0 17 3 0 5 Fa c t o r e d 17 67 9 1 1 44 3 6 6 0 18 3 0 5 Fa c t o r e d T r a f f i c V o l u m e s - E v e n i n g P e a k H o u r Ze r e x S t r e e t / F r a s e r A v e n u e No r t h b o u n d So u t h b o u n d Ea s t b o u n d W e s t b o u n d Ea s t b o u n d W e s t b o u n d Ze r e x S t r e e t / E a s t o m A v e n u e No r t h b o u n d So u t h b o u n d Ko s e l i g o n M a i n Fa c t o r e d V o l u m e s 3/ 1 / 2 0 2 2 10 : 2 0 A M ZEREX ST ZEREX STFRASER AVEFRASER AVE (303) 216-2439 www.alltrafficdata.net Location:1 ZEREX ST & FRASER AVE PM Wednesday, February 9, 2022Date: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:04:30 PM - 05:30 PM Peak 15-Minutes:05:00 PM - 05:15 PM 445 643 4 11 660449 15 21 0.94 N S EW 0.93 0.75 0.90 0.71 (1,154)(809) (9) (18) (48) (29) (1,185)(812) 9 06 1 0 3 12 0 3 0 0 43 0 12 63 9 54 FRASER AVE FRASER AVE ZEREX ST ZEREX ST 7 3 0 10 N S EW 1 2 00 2 5 4 6 Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrian Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 1 3 134 0 2 860 0 0 0 1 0 231 5 3 0 01,0270 0 1 3 4:15 PM 0 4 136 0 0 990 1 0 0 1 0 251 5 1 0 21,0942 1 1 6 4:30 PM 2 4 152 0 0 1050 1 0 0 0 0 275 0 1 0 11,1244 0 2 5 4:45 PM 0 3 140 0 4 1150 1 0 0 2 0 270 7 0 0 11,0773 0 1 1 5:00 PM 0 3 178 0 0 1080 0 0 0 1 0 298 2 1 0 41,0054 1 2 1 5:15 PM 2 2 169 0 2 1020 1 0 0 0 0 281 1 1 0 11 0 0 2 5:30 PM 0 2 130 0 0 840 1 0 0 1 0 228 0 0 0 04 0 2 4 5:45 PM 0 2 108 0 0 770 0 0 0 1 0 198 5 0 0 06 0 1 3 Count Total 2510224 2,032776801,147235070050 9025 7 Peak Hour 0 3 0 0 3 0 4 12 639 0 6 430 1,12412 1 5 9 10 3 0 7 ZEREX ST ZEREX STEASTOM AVEEASTOM AVE (303) 216-2439 www.alltrafficdata.net Location:2 ZEREX ST & EASTOM AVE PM Wednesday, February 9, 2022Date: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:04:30 PM - 05:30 PM Peak 15-Minutes:05:00 PM - 05:15 PM 417 640 8 2 646430 23 22 0.97 N S EW 0.92 0.75 0.91 0.78 (1,153)(756) (12) (6) (39) (47) (1,162)(779) 6 01 5 0 3 17 0 6 0 0 41 0 16 62 9 10 EASTOM AVE EASTOM AVE ZEREX ST ZEREX ST 0 2 1 1 N S EW 1 1 10 0 0 1 0 Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrian Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 4 131 0 0 810 5 0 0 0 0 228 0 2 2 11,0025 0 1 1 4:15 PM 0 5 131 0 0 960 2 0 0 0 0 244 0 1 0 01,0575 2 1 2 4:30 PM 0 3 150 0 0 1020 2 0 0 1 0 266 0 0 1 01,0944 1 1 2 4:45 PM 0 4 137 0 1 1120 2 0 0 0 0 264 0 1 0 01,0486 2 0 0 5:00 PM 0 4 174 0 0 980 0 0 0 1 0 283 1 1 0 09753 2 0 1 5:15 PM 0 5 168 0 0 980 2 0 0 1 0 281 0 0 0 04 0 0 3 5:30 PM 0 2 128 0 1 810 3 0 0 1 0 220 0 0 0 02 1 0 1 5:45 PM 0 2 110 0 0 760 0 0 0 0 0 191 0 0 0 02 0 1 0 Count Total 104831 1,977744201,1292900400160 131 5 Peak Hour 0 6 0 0 3 0 0 16 629 0 1 410 1,09417 5 1 6 1 2 1 0 LT TH RT LT TH RT LT TH RT LT TH RT Co l l e c t e d 5 62 8 5 1 54 0 5 0 0 4 3 0 3 Fa c t o r e d 5 67 8 5 1 58 3 5 0 0 4 3 0 3 LT TH RT LT TH RT LT TH RT LT TH RT Co l l e c t e d 0 63 6 1 4 53 0 0 0 0 0 5 0 7 Fa c t o r e d 0 68 7 1 4 57 2 0 0 0 0 5 0 8 Ze r e x S t r e e t / E a s t o m A v e n u e No r t h b o u n d So u t h b o u n d Ea s t b o u n d W e s t b o u n d Fa c t o r e d T r a f f i c V o l u m e s - S a t u r d a y P e a k H o u r Ze r e x S t r e e t / F r a s e r A v e n u e No r t h b o u n d So u t h b o u n d Ea s t b o u n d W e s t b o u n d Ko s e l i g o n M a i n Fa c t o r e d V o l u m e s 6/ 1 5 / 2 0 2 2 2: 0 1 P M ZEREX ST ZEREX STFRASER AVEFRASER AVE (303) 216-2439 www.alltrafficdata.net Location:1 ZEREX ST & FRASER AVE Noon Saturday, June 11, 2022Date: Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles Note: Total study counts contained in parentheses. Peak Hour:12:00 PM - 01:00 PM Peak 15-Minutes:12:15 PM - 12:30 PM 546 631 6 6 638551 4 6 0.98 N S EW 0.94 0.67 0.90 0.56 (1,237)(1,080) (13) (15) (9) (13) (1,249)(1,094) 5 01 3 0 3 4 0 0 0 0 54 0 1 62 8 54 FRASER AVE FRASER AVE ZEREX ST ZEREX ST 7 0 9 28 N S EW 0 0 72 5 2 18 10 0 0 1 0 0 0 0 0 120 0 0 0 0 0 N S EW 0 0 0 0 0 0 0 0 0 0 0 0 Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrian Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 11:00 AM 2 0 148 0 0 1200 0 0 0 0 0 271 1 0 0 01,1610 0 1 0 11:15 AM 0 0 164 0 0 1470 1 0 0 2 0 316 1 0 1 01,1702 0 0 0 11:30 AM 0 1 140 0 0 1350 2 0 0 1 0 286 3 0 0 21,1602 1 3 1 11:45 AM 0 1 149 0 3 1280 1 0 0 3 0 288 0 0 0 01,1761 0 2 0 12:00 PM 1 1 138 0 0 1340 0 0 0 1 0 280 10 0 3 31,1940 0 3 2 12:15 PM 0 0 177 0 0 1260 0 0 0 0 0 306 7 0 0 11 1 0 1 12:30 PM 1 0 145 0 0 1500 0 0 0 1 0 302 8 0 2 32 1 1 1 12:45 PM 2 0 168 0 1 1300 0 0 0 1 0 306 3 0 4 01 1 1 1 Count Total 61149 2,3551,070401,22936090040 91033 0 Peak Hour 0 0 0 0 3 0 4 1 628 0 1 540 1,1944 3 5 5 28 0 9 7 ZEREX ST ZEREX STEASTOM AVEEASTOM AVE (303) 216-2439 www.alltrafficdata.net Location:2 ZEREX ST & EASTOM AVE Noon Saturday, June 11, 2022Date: Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles Note: Total study counts contained in parentheses. Peak Hour:12:00 PM - 01:00 PM Peak 15-Minutes:12:15 PM - 12:30 PM 534 643 12 5 637535 0 0 0.94 N S EW 0.94 0.75 0.88 0.00 (1,245)(1,056) (17) (21) () () (1,245)(1,052) 0 04 7 0 5 0 0 0 0 0 53 0 0 63 6 10 EASTOM AVE EASTOM AVE ZEREX ST ZEREX ST 0 0 0 0 N S EW 0 0 00 0 0 0 0 0 0 1 0 0 1 0 0 000 0 0 0 0 0 N S EW 0 0 0 0 0 0 0 0 0 0 0 0 Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrian Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 11:00 AM 0 0 149 0 1 1150 0 0 0 1 0 267 0 0 0 01,1350 1 0 0 11:15 AM 0 0 164 0 1 1430 0 0 0 0 0 314 0 1 0 01,1430 1 5 0 11:30 AM 0 0 139 0 4 1310 0 0 0 1 0 279 0 2 0 01,1430 1 3 0 11:45 AM 0 0 147 0 1 1260 0 0 0 0 0 275 0 0 0 01,1580 0 1 0 12:00 PM 0 0 141 0 0 1340 0 0 0 0 0 275 0 0 0 01,1830 0 0 0 12:15 PM 0 0 181 0 1 1280 0 0 0 0 0 314 0 0 0 00 4 0 0 12:30 PM 0 0 147 0 1 1410 0 0 0 4 0 294 0 0 0 00 0 1 0 12:45 PM 0 0 167 0 2 1270 0 0 0 1 0 300 0 0 0 00 3 0 0 Count Total 010100 2,3181,0451101,23500070000 000 3 Peak Hour 0 0 0 0 5 0 0 0 636 0 4 530 1,1830 7 1 0 0 0 0 0 Pa g e 1 Da t e S t a r t : 0 9 - F e b - 2 2 Si t e C o d e : 3 St a t i o n I D : 3 ZE R E X S T N . O . 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Koselig on Main Auxiliary Turn Lane Assessment Byson Real Estate Co. Fraser, Colorado June 16, 2022 Appendix B CDOT Straight Line Diagram The information contained in this map is based on the most currently available data and has been checked for accuracy. CDOT does not guarantee the accuracy of any information presented, is not liable in any respect for any errors or omissions, and is not responsible for determining "fitness for use". Legend Route Milepoint Structures Major Structure Minor Structure .Created: Route 040A From 226 to 227 Date: 1/17/2022 Time: 6:52:02 AM 0 0.08 0.16 0.24 0.32 Miles Fr o m 2 2 6 T o 2 2 7 Ro u t e 0 4 0 A Ra m p s Ov e r p a s s Un d e r p a s s St r u c t u r e s 22 6 22 7 Co Rd 5 Co Rd 8 Park Ave Easton Ave Fraser Ave Eisenhower Dr Doc Susie Ave Byers Ave Clayton Ave E-13-W CL A S S I F I C A T I O N Ac c e s s C o n t r o l R- A : R e g i o n a l H i g h w a y NR - B : N o n - R u r a l A r t e r i a l Fu n c t i o n a l C l a s s 3 P r i n c i p a l A r t e r i a l - O t h e r SA F E T Y Pr i m a r y S p e e d L i m i t 65 50 40 35 TR A F F I C Of f P e a k T r u c k Pe r c e n t a g e 5. 4 0 4. 5 0 4. 9 0 Pe a k T r u c k P e r c e n t a g e 0. 5 0 0. 3 0 0. 3 7 Ye a r 2 0 F a c t o r 1. 0 8 1. 1 6 1. 1 3 It m a y a p p e a r t h a t i n f o r m a t i o n i s m i s s i n g f r o m t h e s t r a i g h t l i n e d i a g r a m . I f s o , r e d u c e t h e n u m b e r o f m i l e s / p a g e a n d r e - s u b m i t t h e r e q u e s t . Physical Address: 1393 South Inca Street, Denver, Colorado Psalm 20 Phone: 303-238-1770 Mailing: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 Office@BestEngineeringUSA.com PHASE I ENVIRONMENTAL SITE ASSESSMENT 406 ZEREX STREET & 315 FRASER AVENUE FRASER, COLORADO 80442 PROJECT NUMBER 21-1603 FEBRUARY 14, 2022 PREPARED FOR BYSON REAL ESTATE GREG BECHLER 5303 EAST EVANS AVENUE, SUITE 306 DENVER, COLORADO 80222 Prepared By: Reviewed By: Marissa Lopez Matthew A. Best, P.E. Staff Scientist Principal Engineer 2/14/22 B.E.S.T. [2] Physical Address: 1393 South Inca Street, Denver, Colorado Psalm 20 Phone: 303-238-1770 Mailing: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 Office@BestEngineeringUSA.com Table of Contents EXECUTIVE SUMMARY ...................................................................................................................................................................... 3 INTRODUCTION ................................................................................................................................................................................... 4 SITE DESCRIPTION .............................................................................................................................................................................. 6 USER PROVIDED INFORMATION...................................................................................................................................................... 6 RECORDS REVIEW ............................................................................................................................................................................... 7 SITE RECONNAISSANCE .................................................................................................................................................................. 14 FINDINGS, OPINIONS, AND CONCLUSIONS ................................................................................................................................. 15 REFERENCES ....................................................................................................................................................................................... 17 APPENDIX A – EDR RADIUS MAP WITH GEOCHECK APPENDIX B – EDT AERIAL PHOTO DECADE PACKAGE APPENDIX C – EDR HISTORICAL TOPO MAP REPORT APPENDIX D – EDR CITY DIRECTORY IMAGE REPORT APPENDIX E – CERTIFIED SANBORN MAP REPORT APPENDIX F – PHOTOLOG B.E.S.T. [3] Physical Address: 1393 South Inca Street, Denver, Colorado Psalm 20 Phone: 303-238-1770 Mailing: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 Office@BestEngineeringUSA.com EXECUTIVE SUMMARY Best Engineering, LLC (BEST), was retained by Greg Bechler of Byson Real Estate to perform a Phase I Environmental Site Assessment (ESA) of the property named 406 Zerex Street & 315 Fraser Avenue comprising two parcels, designated by the Grand County Tax Assessor as parcel numbers 1587-191-09-011 and 1587-191- 09-017, and located on the northeast corner of the intersection of Zerex Street and Fraser Avenue in Fraser, Grand County, Colorado. The Phase I ESA was prepared for the benefit of Greg Bechler of Byson Real Estate, which is a “User” of the ESA as defined by ASTM E 1527-13, “Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process”. The ESA was conducted under the supervision or responsible charge of Matthew A. Best, Professional Engineer. Marissa Lopez of Best Engineering performed the property reconnaissance on January 31, 2022. A summary of the findings of the Phase I ESA for 406 Zerex Street & 315 Fraser Avenue in Fraser, Grand County, Colorado is provided below. Details of the assessment of the subject property have not been included or fully developed in this summary, and the report must be read in its entirety for a comprehensive understanding of the items contained herein. 1. The purpose of the assessment was to identify recognized environmental conditions (RECs) in connection with the parcels listed above, hereafter referred to as the “subject property” or “subject site”. 2. The subject site consists of approximately two residential lots comprising of vacant land, designated by the Grand County Tax Assessor as parcel numbers 1587-191-09-011 and 1587-191-09-017, and located at the northeast corner of the intersection of Zerex Street & Fraser Avenue in Fraser, Grand County, Colorado. 3. Based on a review of historical sources on the subject sites, the parcels on which the subject sites are located, have historically been used for commercial and residential purposes from prior to 1999 to 2021. Prior to 1999 the sites consisted of vacant land. The subject sites are currently vacant land. 4. No drums, unidentified surface containers, or other evidence of the storage or disposal of hazardous substances or petroleum products were observed on the subject property. 5. No evidence of aboveground storage tanks (ASTs) or underground storage tanks (USTs) (i.e., fill pipes, vent pipes, and emergency power generators) was observed on the subject property. 6. Review of environmental databases indicated that there are fourteen facilities located in the immediate vicinity of, but not including, the subject site that has handled hazardous materials or petroleum products and/or have been listed as having reported releases of hazardous materials or petroleum products. Based on distance from the subject site, regulatory status of these facilities, and/or assumed groundwater flow direction in the vicinity of the subject site, these facilities are not considered to be RECs for the subject site at this time. Based on our findings, no further investigation is warranted. 7. We have performed a Phase I ESA, in conformance with the scope and limitations of ASTM E 1527-13 for the subject property. Any exceptions to or deletions from this practice are described in the section titled Limitations and Exceptions of this report. This assessment has revealed the following recognized environmental conditions, as defined in the section titled Finding, Opinions, and Conclusions of this report. B.E.S.T. [4] Physical Address: 1393 South Inca Street, Denver, Colorado Psalm 20 Phone: 303-238-1770 Mailing: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 Office@BestEngineeringUSA.com INTRODUCTION Best Engineering, LLC (BEST), was retained by Greg Bechler of Byson Real Estate to perform a Phase I Environmental Site Assessment (ESA) of the properties consisting of 406 Zerex Street & 315 Fraser Avenue comprising two parcels, designated by the Grand County Tax Assessor as parcel numbers 1587-191-09-011 and 1587-191-09-017, and located on the northeast corner of the intersection of Zerex Street and Fraser Avenue in Fraser, Grand County, Colorado. The following sections discuss the purpose, the involved parties, the scope of work, and the limitations and exceptions associated with the ESA. Purpose – The objective of the Phase I ESA was to identify recognized environmental conditions (RECs), which are defined by ASTM as “the presence or likely presence of any hazardous substance or petroleum products on a property under conditions that indicate an existing release, a past release, or a material threat of a release of any hazardous substances or petroleum products into structures on the property or into the ground, groundwater, or surface water of the property. The term includes hazardous substances or petroleum products even under conditions in compliance with laws. The term is not intended to include de minimus conditions that generally do not present a threat to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate government agencies.” This purpose was undertaken through user provided information, regulatory database review, historical records review, interview, including local government inquiries, as applicable, and a visual non-invasive reconnaissance of the subject property and adjoining sites. Limitations, ASTM deviations, and a significant data gap (if identified) are evident from reviewing the applicable scope of services and the report text. Involved Parties – Mr. Matthew A. Best, P.E., of Best Engineering, LLC., the “environmental professional” responsible for, and signing and sealing this Phase I ESA, and Marissa M. Lopez who conducted the site reconnaissance on January 31, 2022, and performed project oversight and quality review. This Phase I ESA was conducted either by and/or under the supervision of an environmental professional as set forth in 40 CFR, Chapter I, Subchapter J, Part 312.10(b) (40 CFR §312.10[b]). Detailed Scope of Services The scope of services for this Phase I ESA included the following: • Performance of a site reconnaissance to visually and/or physically observe the exterior of structures and other features on the subject site as well as visible exterior features of adjacent properties to identify areas of possibly contaminated surficial soil or surface water, improperly stored hazardous materials, possible sources of polychlorinated biphenyls (PCBs), and possible risks of contamination from activities at the site and adjacent properties. • Review of reasonably ascertainable standard environmental record sources including federal, state, and tribal regulatory agency databases for the site and for properties located within a specified radius of the site. The purpose of this review was to evaluate possible environmental impacts to the subject site and vicinity activities. These databases list locations of known hazardous waste sites, landfills, and leaking underground storage tanks (USTs), permitted facilities that utilize USTs, and facilities that use, store, or dispose of hazardous materials and/or petroleum products. B.E.S.T. [5] Physical Address: 1393 South Inca Street, Denver, Colorado Psalm 20 Phone: 303-238-1770 Mailing: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 Office@BestEngineeringUSA.com • Review of reasonably ascertainable additional environmental record sources including local records and/or additional state or tribal records for the site and for properties located within a specified radius of the site. The purpose of this review was to evaluate possible environmental impacts to the subject site and vicinity activities. These databases list locations of known hazardous waste sites, solid waste landfills, registered storage tanks, emergency releases, contaminated public wells, facilities that use, store, or dispose of hazardous materials and/or petroleum products, public utility records, and building permits. • Review of reasonably ascertainable standard physical setting sources including a current United States Geological Survey (USGS) 7.5-minute topographic map, and possibly including USGS and/or state groundwater and geology maps, and Soil Conservation Service soil maps. The purpose of this review was to note information about the geologic, hydrogeologic, hydrologic, or topographic characteristics of the subject site and vicinity. • Review of reasonably ascertainable historical documents, including aerial photographs, historical fire insurance rate maps, city directories, and property tax files. The purpose of this review was to note any obvious uses of the subject site from the present, back to the subject site’s first developed use, or back to 1950, whichever is earlier. Preparation of this Phase I ESA report documenting methodology; reporting findings and conclusions; and providing opinions of the impact on the subject site of conditions noted in the findings section regarding recognized environmental conditions at the subject site. Unless otherwise indicated in Section 8 of this report, this Phase I ESA does not include interpretations of zoning regulations, building code requirements, property title issues, or analysis of the following: asbestos-containing material (ACM), methane gas, or lead-based paint. Significant Assumptions – No significant assumptions are included in this Phase I ESA. Limitations and Exceptions – BEST has performed the services in a manner consistent with that level of care and skill ordinarily exercised by other members of our profession currently practicing in the same locality and under similar conditions, within the limitations of the ASTM E 1527-13 standard. This document is intended to be used only in its entirety. No portion of the document, by itself, is designed to completely represent any aspect of the project described herein. BEST should be contacted if the reader requires any additional information or has questions regarding the content, interpretations presented, or completeness of this document. Our conclusions, recommendations, and opinions are based on an analysis of the observed site conditions and the referenced literature. It should be understood that conditions of a site could change with time as a result of natural processes or the activities of man at the subject site or nearby sites. In addition, changes to the applicable laws, regulations, codes, and standards of practice may occur due to government action or the broadening of knowledge. The findings of this report may, therefore, be invalidated over time, in part or in whole, by changes over which BEST has no control. This report is intended exclusively for use by the client. Any use or reuse of the findings, conclusions, and/or recommendations of this report by parties other than the client is undertaken at said parties’ sole risk. Special Terms and Conditions – No special terms and conditions were associated with the subject site. B.E.S.T. [6] Physical Address: 1393 South Inca Street, Denver, Colorado Psalm 20 Phone: 303-238-1770 Mailing: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 Office@BestEngineeringUSA.com User Reliance – This report is certified to, can be relied upon by, and has been prepared for the exclusive use of the following entities: Greg Bechler of Byson Real Estate, and their respective successors, assigns, affiliates, and subsidiaries. SITE DESCRIPTION The subject site comprises two lots of vacant commercial and residential property located on the northwest and northeast corner of the intersection of Zerex Street and Fraser Avenue in Fraser, Grand County, Colorado. The lots comprising the subject property are described as follows. Parcel 1587-191-09-011 – This parcel comprises approximately 0.1-acres located on the northeast corner of the intersection of Zerex Street and Fraser Avenue the parcel is in Section 1, Township 1 East, Lot 31- 33, Block 7, Town of Fraser, Grand County, Colorado and is assigned the address of 406 Zerex Street. Parcel 1587-191-09-017 – This parcel comprises approximately 0.498-acres located on the northeast corner of the intersection of Zerex Street and Fraser Avenue the parcel is in Section 1, Township 1 East, Lot 24-29, Block 7, Town of Fraser, Grand County, Colorado and is assigned the address of 315 Fraser Avenue. Site and Vicinity General Characteristics – The area in the general vicinity of, and including, the subject property consists primarily of residential and commercial land. Current Use of the Property – Land use for the subject property is listed on the records reviews at the Grand County Tax Assessors Office as commercial for 406 Zerex Street and residential for 315 Fraser Avenue. Description of Structures, Roads, Other Improvements on the Site – The following paragraphs present a description of the structures present at the subject site, roads, and other improvements on the subject property (including heating/cooling, sewage disposal, and potable water systems). • Site Structures – There are no site structures present at the site. • Roads – The subject property is located on the northeast corner of the intersection of Zerex Street and Fraser Avenue. • Heating and Cooling Systems – The subject property vacant and has no heating or cooling systems present on site. • Sewage Disposal – The site is connected to the municipal sewage system. • Potable Water – The site is connected to the municipal water supply. Current Uses of the Adjoining Properties – The subject site is bordered to the north, south, west, and east by residential and commercial structures. USER PROVIDED INFORMATION Title Records – Based on review of records with the Grand County Tax Assessor’s office, ownership records for the subject parcel were reviewed dating back to 1978. No ownership entries of environmental concern were noted for the subject parcel. B.E.S.T. [7] Physical Address: 1393 South Inca Street, Denver, Colorado Psalm 20 Phone: 303-238-1770 Mailing: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 Office@BestEngineeringUSA.com Environmental Liens or Activity and Use Limitations – Based on review of records with the Grand County Tax Assessor’s office, no evidence of currently effective environmental liens or activity or use limitations (AULs) were on file for the subject site. Commonly Known or Reasonably Ascertainable Information – After review of records with the Grand County Assessor’s office and review of the historical aerial photographs, the property has been residential and commercial property and no environmental conditions have been noted. Valuation Reduction for Environmental Issues – In a transaction involving the purchase of a parcel of real estate, the user shall consider the relationship of the sales price of the property to fair market value of the property if the property is not affected by hazardous substances or petroleum products. Our review of the Grand County Tax Assessor’s office indicated that the proposed sale price would be considered fair market value. Owner, Property Manager, and Occupant Information – Parcel 1587-191-09-011 on which part of the subject site is located is owned by Blue & Gray Resources Incorporated, with a mailing address of PO Box 3768, Parker, Colorado 80134. This parcel is designated as “commercial” according to the Grand County Tax Assessor. Parcel 1587-191-09-017 on which part of the subject site is located is owned by 406 Zerex Street LLC., with a mailing address of 5303 East Evans Avenue Suite 306, Denver, Colorado 80222. This parcel is designated as “residential” according to the Grand County Tax Assessor. RECORDS REVIEW Standard Environmental Record Sources – A computerized environmental information database search was performed by Environmental Data Resources, Inc. (EDR) dated January 26, 2022. The EDR Radius Map report included federal, state, and local databases. A summary of the environmental databases searched, their corresponding search radii, and number of noted sites of environmental concern, is presented in Table 1. In addition, the EDR Radius Map report and a description of the assumptions and approaches to the database search are presented in Appendix B. Records review documentation is presented in Appendices C-F. Table 1 – Summary of Environmental Database Search Database Name Agency Search Radius (miles) Sites Listed Federal Records National Priority List (NPL) USEPA 1.00 0 Sites currently or formerly under review by US EPA (CERCLIS) USEPA 0.50 0 No Further Remedial Activities Planned (NFRAP) USEPA 0.50 0 RCRA Corrective Action w/o TSD (CORRACTS) USEPA 1.00 1 RCRA Large/Small Quantity Generators List (LQ/SQ/VSQ-GEN) USEPA 0.25 1 Federal Engineering and Institutional Controls (IC/EC) USEPA 0.50 0 State and Local Records B.E.S.T. [8] Physical Address: 1393 South Inca Street, Denver, Colorado Psalm 20 Phone: 303-238-1770 Mailing: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 Office@BestEngineeringUSA.com Table 1 – Summary of Environmental Database Search Database Name Agency Search Radius (miles) Sites Listed State and Tribal Landfill or Solid Waste Disposal Site (SWF/LF) CDPHE 0.50 0 Leaking Aboveground Storage Tank (LAST) Lists CDPHE 0.50 0 Leaking Underground Storage Tank (LUST) Lists CDPHE 0.50 1 OPS Petroleum Release Events (CO LTANKS) CDPHE 0.50 2 Leaking Underground Storage Tank (LUST TRUST) Trusts CDPHE 0.50 2 Registered UST/Aboveground Storage Tank (UST/AST) List CDPHE 0.25 4 Voluntary Cleanup Program Sites (VCP) CDPHE 0.50 0 Project Tracking Database State (Brownfields) CDPHE 0.50 0 Local Lists of Landfill/Solid Waste Disposal Sites (HIST/LF) CDPHE 0.50 0 RCRA NonGen/NLR Sites USEPA 0.25 1 Formerly Used defense Sites (FUDS) USACE 1.00 0 Record of Decision (ROD) USEPA 1.00 0 High Risk Historical Records (HIST AUTO) EDR, Inc. 0.125 2 Lead Smelters USEPA 1.00 0 CO Dry Cleaners CDPHE 1.00 0 State Engineering Controls CDPHE 0.12 0 State Permits CDPHE 0.25 0 Historic Automotive 0.125 0 Historic Cleaner 0.125 0 Tribal Records Tribal Lands BIA 1.00 0 Indian LUST CDPHE 0.50 0 Indian UST/AST EPA Region 8 0.25 0 BIA - Bureau of Indian Affairs CDPHE – Colorado Division of Public Health and Environment B.E.S.T. [9] Physical Address: 1393 South Inca Street, Denver, Colorado Psalm 20 Phone: 303-238-1770 Mailing: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 Office@BestEngineeringUSA.com Table 1 – Summary of Environmental Database Search Database Name Agency Search Radius (miles) Sites Listed NRC - National Response Center USEPA - United States Environmental Protection Agency USACE – United States Army Corps of Engineers The review was conducted to evaluate whether or not the subject site or properties within the vicinity of the subject site have been listed as having experienced significant unauthorized releases of hazardous substances or other events with potentially adverse environmental effects. The following paragraphs describe the databases that were searched for properties of environmental concern and include a discussion of the regulatory status of the facilities and potential environmental impact to the subject site (if applicable). The groundwater gradient information provided indicates whether the individual facility is up-gradient, downgradient, or cross-gradient from the subject site in terms of groundwater flow. United States Environmental Protection Agency, National Priorities List (NPL) This list identifies hazardous material sites slated for cleanup under the federally sponsored Superfund program. These sites receive remedial funding under CERCLA. No facilities were listed within a 1-mile radius of the subject site. United States Environmental Protection Agency, Delisted NPL This list identifies hazardous material sites deleted from the NPL. The National Oil and Hazardous Substances Pollution Contingency Plan establishes the criteria that United States Environmental Protection Agency (USEPA) uses to delete sites from the NPL. In accordance with 40 CFR §300.425(e), sites may be deleted from the NPL where no further response is appropriate. No facilities were listed within a 0.5-mile radius of the subject site. United States Environmental Protection Agency, CERCLIS List This list identifies hazardous material sites or environmental incidents recognized and listed on the federal level. Facilities identified by USEPA, which may have the potential for releasing hazardous substances into the environment, are listed in the Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) database. No facilities were listed within a 0.5-mile radius of the subject site. United States Environmental Protection Agency, NFRAP List This archive list identifies, to the best of USEPA’s knowledge, facilities where assessment has been completed and EPA has determined no further steps will be taken to list this facility on the NPL. This decision does not necessarily mean that there is no hazard associated with the facility; it only means that, based upon available information, the location is not judged a potential NPL site. No facilities were listed within a 0.5-mile radius of the subject site. United States Environmental Protection Agency, CORRACTS List This list identifies RCRA facilities that are undergoing “corrective action.” A “corrective action order” is issued pursuant to RCRA when there has been a release of hazardous waste into the environment from a RCRA facility. One facility was listed within a 0.5-mile radius of the subject site. B.E.S.T. [10] Physical Address: 1393 South Inca Street, Denver, Colorado Psalm 20 Phone: 303-238-1770 Mailing: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 Office@BestEngineeringUSA.com United States Environmental Protection Agency, RCRA TSD List This list identifies USEPA-listed facilities that report storage, treatment, and/or disposal of hazardous waste (i.e., TSD facility) under the USEPA Resource Conservation and Recovery Act (RCRA) program. No facilities were listed within a 0.5-mile radius of the subject site. United States Environmental Protection Agency, RCRA Large-, Small-, and Very Small Quantity Generator (GEN) This database identifies USEPA-listed facilities that report generation of reportable quantities of hazardous waste under the RCRA program for the identification and tracking of hazardous waste. The list consists of properties that generate more than 1,000 kilograms (kg) of hazardous waste per month (large quantity generators) and properties that generate less than 1,000 kg of hazardous waste per month (small quantity generators) and is not necessarily indicative of facilities where a release of hazardous substances has occurred. One facility was listed within a 0.25-mile radius of the subject site. United States Environmental Protection Agency, RCRA No Longer Regulated (NLR) This database identified USEPA facilities not currently classified by USEPA but still included in the RCRIS database. No facilities were listed within a 0.5-mile radius of the subject site. United States Environmental Protection Agency – US Engineering Controls A listing of facilities with engineering controls in place. Engineering controls include various forms of caps, building foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health. The subject site was not listed on this database. United States Environmental Protection Agency – US Institutional Controls A listing of facilities with institutional controls in place. Institutional controls include administrative measures, such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally required as part of the institutional controls. The subject site was not listed on this database. United States Environmental Protection Agency – Emergency Response Notification System (ERNS) The ERNS is a national database used to collect information on reported releases of oil and hazardous substances. The database contains information from spill reports made to federal authorities, including the USEPA, the United States Coast Guard, the National Response Center, and the Department of Transportation (DOT). The subject site was not listed on this database. United States Environmental Protection Agency – National Pollutant Discharge Elimination System (NPDES) As authorized by the Clean Water Act, the National Pollutant Discharge Elimination System (NPDES) permit program controls water pollution by regulating point sources that discharge pollutants into waters of the United States. Point sources are discrete conveyances such as pipes or man-made ditches. Individual homes that are connected to a municipal system, use a septic system, or do not have a surface discharge do not need an NPDES permit; however, industrial, municipal, and other facilities must obtain permits if their discharges go directly to surface waters. No facilities were listed within a 0.25-mile radius of the subject site. State and Tribal Landfill or Solid Waste Disposal Site (SWF/LF) Solid waste facilities and landfill site records typically contain an inventory of solid waste disposal facilities or landfills in a particular state, these may be active or inactive facilities or open dumps that B.E.S.T. [11] Physical Address: 1393 South Inca Street, Denver, Colorado Psalm 20 Phone: 303-238-1770 Mailing: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 Office@BestEngineeringUSA.com failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal sites. No facilities were listed within a 0.50-mile radius of the subject site. Colorado Department of Public Health & Environment, CERCLIS equivalent (State Sites) The Colorado Department of Public Health & Environment, CERCLIS equivalent, does not maintain a State Hazardous Waste Site (SHWS) list. The sites may be listed on the federal CERCLIS list. The subject site was not listed on this database. Colorado Department of Public Health & Environment, Landfill List The Colorado Department of Public Health & Environment maintains lists of facilities including active solid waste disposal sites, inactive or closed solid waste disposal sites, and transfer facilities. No facilities were listed within a 0.5-mile radius of the subject site. Colorado Department of Public Health & Environment, Leaking Underground Storage Tank (LUST) List The LUST Information System is maintained by the Colorado Department of Public Health & Environment. It includes sites with tanks under investigation, for potential leaks, confirmed leaks, and those to be closed. No facilities were listed within a 0.5-mile radius of the subject site. Colorado Department of Public Health & Environment, Leaking Aboveground Storage Tank (LAST) List The LAST Information System is maintained by the Colorado Department of Public Health & Environment. It includes sites with tanks under investigation, for potential leaks, confirmed leaks, and those to be closed. One facility was listed within a 0.5-mile radius of the subject site. Colorado Department of Public Health & Environment, LTANKS List Active and Closed OPS Petroleum Release Event in Colorado. Includes the OPS Open Event locations, but also shows the locations of closed events (releases that have been issued a No Further Action determination). Two facilities were listed within a 0.5-mile radius of the subject site. Colorado Department of Public Health & Environment, LUST TRUST Reimbursement application package. The 1989 Colorado General Assembly established Colorado’s Petroleum Storage Tank Fund. The Fund reimburses eligible applicants for allowable costs incurred in cleaning up petroleum contamination from underground and aboveground petroleum storage tanks, as well as for third-party liability expenses. Remediation of contamination causes by railroad or aircraft fuel is not eligible for reimbursement. The Fund satisfies federal EPA financial assurance requirements. Monies in the Fund come from various sources, predominantly the state environmental surcharge imposed on all petroleum products except railroad or aircraft fuel. Two facilities were listed within a 0.5-mile radius of the subject site. Colorado Department of Public Health & Environment, Underground Storage Tank (UST) and Aboveground Storage Tank (AST) Lists Information regarding USTs and aboveground storage tanks (ASTs) registered with the Colorado Department of Public Health & Environment is provided on the agency’s UST list and AST list. The UST and AST lists consist of properties that have registered tanks and are not necessarily indicative of sites where a release of hazardous substances has occurred. Four facilities were listed within a 0.25-mile radius of the subject site. Colorado Department of Public Health & Environment, Voluntary Cleanup Program Sites (VCP) The Voluntary Cleanup Program provides relief from liability to owners who undertake cleanups of contaminated properties under the oversight of the Colorado Department of Public Health & Environment. No facilities were listed within a 0.5-mile radius of the subject site. B.E.S.T. [12] Physical Address: 1393 South Inca Street, Denver, Colorado Psalm 20 Phone: 303-238-1770 Mailing: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 Office@BestEngineeringUSA.com Colorado Department of Public Health & Environment, Project Tracking Database (Brownfields) Brownfields sites included in the Project Tracking Database. The term "Brownfields" is used to describe abandoned, idled, or underused industrial or commercial properties taken out of productive use because of real or perceived risks from environmental contamination. The State of Colorado has initiated Brownfields, a land-recycling program, to provide an opportunity to redevelop these undesirable properties and revitalize communities. No facilities were listed within a 0.5-mile radius of the subject site. Local Lists of Landfill/Solid Waste Disposal Sites (HISTORICAL LANDFILL) The Colorado Department of Public Health and Environment provides local lists of abandoned and inactive landfills. No facilities were listed within a 0.50-mile radius to the subject site. Environmental Protection Agency RCRA NonGen/NLR RCRA Info is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and /or dispose of hazardous waste as defined by the Resources Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste. One facility was listed within a 0.25- mile radius of the subject site. Colorado Department of Public Health & Environment, State Permits A listing of state permitted facilities. No facilities were listed within a 0.25-mile radius of the subject site. United States Geological Survey, Indian Reservations (INDIAN RESERV) Indian administered lands of the United States that have any area equal to or greater than 640 acres. No facilities were listed within a 1-mile radius of the subject site. United States Environmental Protection Agency, Leaking Underground Storage Tanks on Indian land (INDIAN LUST R8) LUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah, and Wyoming. No facilities were listed within a 0.25-mile radius of the subject site. United States Environmental Protection Agency, Underground Storage Tanks on Indian land (INDIAN UST R8) USTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah, and Wyoming. No facilities were listed within a 0.25-mile radius of the subject site. EDR High Risk Historical Records (EDR HIST AUTO) EDR has searched national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers, EDR’s review was limited to those categories of sources that might, in EDR’s opinion include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as “High Risk Historical Records”. EDR’s effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Two facilities were listed within a 0.125-mile radius of the subject site. Physical Setting Sources – The following sections include discussions of topographic, geologic, hydrogeologic, and soil conditions in the vicinity of the site, based upon our document review and our visual reconnaissance of the site and adjacent areas. Site Topography – The USGS Fraser, Colorado Quadrangle, 7.5-minute series topographic map, dated 2019, shows the site to be at an elevation of approximately 8,600 feet above mean sea level with drainage of the site toward the northwest. A copy of the topographic map is included in Appendix D-1. B.E.S.T. [13] Physical Address: 1393 South Inca Street, Denver, Colorado Psalm 20 Phone: 303-238-1770 Mailing: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 Office@BestEngineeringUSA.com Site Geology – The site is in the Middle Park Basin on the north-central side of the Rocky Mountains. The subject site is mapped as Miocene and Pliocene and is designated as part of the Troublesome formation. It consists of poorly exposed outcrops and small man-made exposures which consists of weakly consolidated siltstone, minor interbedded sandstone and unconsolidated sand and gravel. The sandstone and conglomerate form discontinuous channel-fill deposits of variable thickness between 0.3-17-meters. Site Hydrology – The following sections discuss the site hydrology in terms of both surface waters and groundwater. Surface Waters – No natural surface water bodies, including ponds, streams, or other bodies of water, are present on the site. Groundwater – Groundwater in the Middle Park Basin is designated as the Troublesome Aquifer. It’s peak flows are through the Fraser River which joins many tributary streams including Vasquez Creek, St. Louis Creek, and Ranch Creek within Fraser Valley. Based on topography, groundwater flow direction in the vicinity of the subject property is from the south to the north. Site Soils – The subject site is composed primarily of tine gravelly sandy loam with 0-3 percent slopes. Historical Use Information on the Property – A historical record search for the subject site was performed by EDR. This included a review of one or more of the following resources that were found to be both reasonably ascertainable and useful for the purposes of this Phase I ESA: historical aerial photographs, historical fire insurance maps, historical topographic maps, land use records, interviews with property representatives, and reviews of prior environmental assessment reports regarding the site. The following sections summarize information obtained from the historical sources utilized for this assessment. Historical Property Ownership – Based on title documents provided by the Grand County Tax Assessor’s Office, the subject site has been owned by several owners. The subject site was historically zoned for residential use for 315 Fraser Avenue and commercial use for 406 Zerex Street. No ownership entries of environmental concern were found in the record. Historical Aerial Photographs – Selected historical aerial photographs dating from between 1953 and 2017 were available and reviewed for the subject site. A listing of the photographs reviewed is presented in Table 2. Table 3 summarizes notable observations from each photograph. Table 2 – Aerial Photographs Reviewed for the Property Date Scale Source 1953 1” = 500’ USGS 1976 1” = 500’ USGS 1979 1” = 500’ USGS 1984 1” = 500’ USDA 1988 1” = 500’ USGS 1999 1” = 500’ USGS/DOQQ 2005 1” = 500’ USDA/NAIP 2009 1” = 500’ USDA/NAIP 2013 1” = 500’ USDA/NAIP 2017 1” = 500’ USDA/NAIP B.E.S.T. [14] Physical Address: 1393 South Inca Street, Denver, Colorado Psalm 20 Phone: 303-238-1770 Mailing: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 Office@BestEngineeringUSA.com Table 3 – Aerial Photograph Summary for the Property Year Aerial Photograph Description 1953 The subject site is evident as vacant land. 1976 The subject site is evident as vacant land. 1979 The subject site is evident as vacant land. 1984 The subject site is evident as residential/commercial property. 1988 The subject site is evident as residential/commercial property. 1999 The subject site is evident as residential/commercial property. 2005 The subject site is evident as residential/commercial property. 2009 The subject site is evident as residential/commercial property. 2013 The subject site is evident as residential/commercial property. 2017 The subject site is evident as residential/commercial property. City Directories – A city directories search for the subject site was performed by EDR. The subject site was listed in the city directory. The historical use of 406 Zerex Street was for commercial ownership and for 315 Fraser Avenue was residential ownership. The previous ownership as indicated in the city directories was as follows (dates are approximate): • 2010-2017 406 Zerex Street has been commercial property. • 1995-2017 315 Fraser Avenue has been residential property. Historical Topographic Maps – The USGS Fraser, Colorado Quadrangle, 7.5-minute series topographic map, dated 1924 to 2019 depicts the subject site as vacant land and commercial/residential property. No items of potential environmental concern for the subject site were noted on these topographic maps. Copies of the historical topographic maps are provided in Appendix D-1. SITE RECONNAISSANCE Methodology and Limiting Conditions – Mr. Matthew A. Best, P.E. of Best Engineering is the “environmental professional” responsible for and signing and sealing this Phase I ESA. Marissa M. Lopez conducted the site reconnaissance on January 31, 2022 under the supervision of Mr. Matthew A. Best. The reconnaissance involved a walking tour of the site and visual observations of adjoining properties. General Site Settings – The subject site consists of 2 parcels of commercial and residential property. The surrounding area includes residential and commercial properties. Exterior Observations – The subject property was traversed, and the subject property was viewed from adjacent public thoroughfares. B.E.S.T. [15] Physical Address: 1393 South Inca Street, Denver, Colorado Psalm 20 Phone: 303-238-1770 Mailing: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 Office@BestEngineeringUSA.com Easements – No easements were found related to the subject site. Pits, Ponds, or Lagoons – No pits, ponds or lagoons were observed on the subject site. Stained Soil or Pavement – No stained soil was observed on the subject site. Stressed Vegetation – No stressed vegetation was observed on the subject site. Solid Waste – No solid waste was observed on the subject site. Wastewater – There were no sources of wastewater observed on the subject site. Storm water runoff is directed to the north. Wells – No wells were observed on the subject site. Septic Systems – No septic system was observed on the subject site. Odors – No odors were noted on the subject site. Pools of Liquid – No pools of liquid were observed on the subject site. Drums – No drums were observed on the subject site. Storage Tanks – No evidence of ASTs or USTs (i.e., fill pipes, vent pipes, and emergency power generators) were observed on the subject site. Hazardous Substance and Petroleum Containers – No hazardous substances or petroleum containers were found on site. Unidentified Substance Containers – No unidentified substance containers were observed on the subject site. Waste Management and Regulated Materials – No regulated materials were observed on the subject site. Polychlorinated Biphenyls (PCBs) – Polychlorinated biphenyls are known hazardous materials that are found in coolants or lubricating oil used in some electrical transformers, hydraulic elevators, light ballasts, electrical panels, or other equipment. No materials containing PCBs were observed on the subject site. Interior Observations – The subject site is vacant and uninhabited. Based on observations of the subject site, no known hazardous materials were observed on the subject site. Waste Management and Regulated Materials – No waste was observed on the subject site. Storage Tanks – No evidence of ASTs or USTs (i.e., fill pipes, vent pipes, and emergency power generators) were observed on the subject site. Utilities – Overhead electric with underground water were provided to the subject site. Sewer lines on the site are not visible or noted. FINDINGS, OPINIONS, AND CONCLUSIONS Findings and Opinions – Based upon the results of this Phase I ESA, the following findings, opinions, and conclusions are provided. • The subject site consists of 2 lots of residential and commercial land comprising two parcels, designated by the Grand County Tax Assessor as parcel numbers1587-191-09-011 and 1587-191-09-017, and located to the northeast of the intersection of Zerex Street and Fraser Avenue in Fraser, Grand County, Colorado. • Based on a review of historical sources on the subject site, the parcels on which the subject sites are located, have historically been used for residential and commercial purposes from prior to 1984 to 2017. Prior to 1984 the site consisted of vacant land. The subject site is currently vacant land. B.E.S.T. [16] Physical Address: 1393 South Inca Street, Denver, Colorado Psalm 20 Phone: 303-238-1770 Mailing: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 Office@BestEngineeringUSA.com • No drums, unidentified substance containers, or other evidence of the storage or disposal of hazardous substances or petroleum products were observed on the subject site. • No evidence of ASTs or USTs (i.e., fill pipes, vent pipes, and emergency power generators) were observed on the subject site. • No water wells were observed on the subject site during the site reconnaissance. Review of environmental databases indicated that there is fourteen facility located in the vicinity of, but not including, the subject site that have handled hazardous materials or petroleum products and/or has been listed as having reported releases of hazardous materials or petroleum products. Based on distance from the subject site, regulatory status of these facilities, and/or assumed groundwater flow direction in the vicinity of the subject site, these facilities are not considered to be RECs for the subject site at this time. Based on our findings, no further investigation is warranted. Conclusions – This Phase I ESA was performed in conformance with the scope and limitations of the ASTM E 1527-13. Any exceptions to or deletions from this practice are described in the section titled Limitations of this report. This assessment has revealed the following evidence of RECs, as defined in the section titled Findings, Opinions, and Conclusions of this report, in connection with the property at this time. Data Gaps and Failures – The following data failures were encountered during performance of this ESA. • No significant Data Gaps were found during this investigation. Deviations – No deviations from the ASTM Practice E 1527-13 were noted during the preparation of this report. B.E.S.T. [17] Physical Address: 1393 South Inca Street, Denver, Colorado Psalm 20 Phone: 303-238-1770 Mailing: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 Office@BestEngineeringUSA.com REFERENCES The EDR Aerial Photo Decade Package, Environmental Data Resources, Inc., January 28, 2022 ASTM International, 2013, Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process, Designation E 1527-13. Grand County Assessor, 2022, Online Record and Map Searches. Code of Federal Regulations, Title 40, Chapter I, Subchapter J, Part 312.10(b) (CFR 40 §312.10(b)). The EDR Radius Map Report with Geocheck, Environmental Data Resources, Inc., January 26, 2022 EDR Historical Topo Map Report, Environmental Data Resources, Inc., January 26, 2022 The EDR-City Directory Image Report, Environmental Data Resources, Inc., January 31, 2022 Certified Sanborn Map Report, Environmental Data Resources, Inc., January 26, 2022 USDA Web Soils Survey, 2022, Online Record and Map Searches. USGS Topographic Map, 2022, Online Record and Map Searches. B.E.S.T. [18] Physical Address: 1393 South Inca Street, Denver, Colorado Psalm 20 Phone: 303-238-1770 Mailing: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 Office@BestEngineeringUSA.com APPENDIX A EDR RADIUS MAP WITH GEOCHECK FORM-LBC-DLU ®kcehCoeG htiw tropeR ™paM suidaR RDE ehT 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com 406 Zerex Street & 315 Fraser Avenue 406 Zerex Street Fraser, CO 80442 Inquiry Number: 6833899.2s January 26, 2022 SECTION PAGE Executive Summary ES1 Overview Map 2 Detail Map 3 Map Findings Summary 4 Map Findings 8 Orphan Summary 37 Government Records Searched/Data Currency Tracking GR-1 GEOCHECK ADDENDUM Physical Setting Source Addendum A-1 Physical Setting Source Summary A-2 Physical Setting SSURGO Soil Map A-5 Physical Setting Source Map A-13 Physical Setting Source Map Findings A-15 Physical Setting Source Records Searched PSGR-1 TC6833899.2s Page 1 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2020 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. TABLE OF CONTENTS EXECUTIVE SUMMARY TC6833899.2s EXECUTIVE SUMMARY 1 A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR). The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E1527-21), the ASTM Standard Practice for Environmental Site Assessments for Forestland or Rural Property (E 2247-16), the ASTM Standard Practice for Limited Environmental Due Diligence: Transaction Screen Process (E 1528-14) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS 406 ZEREX STREET FRASER, CO 80442 COORDINATES 39.9479760 - 39ˆ 56’ 52.71’’Latitude (North): 105.8161560 - 105ˆ 48’ 58.16’’Longitude (West): Zone 13Universal Tranverse Mercator: 430278.1UTM X (Meters): 4422092.0UTM Y (Meters): 8562 ft. above sea levelElevation: USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY 14202119 FRASER, COTarget Property Map: 2019Version Date: AERIAL PHOTOGRAPHY IN THIS REPORT 20150920, 20150912Portions of Photo from: USDASource: 6833899.2s Page 2 9 SAFEWAY STORE #1568 40 CNTY RD 804 RCRA-VSQG Higher 1213, 0.230, SE B8 PREFERRED CLEANERS 515 S ZEREX CORRACTS, RCRA NonGen / NLR, US AIRS Higher 675, 0.128, SSE B7 FRASER MUSTANG 213 ZEREX ST EDR Hist Auto Higher 660, 0.125, SSE B6 FRASER MUSTANG SS 213 ZEREX ST LTANKS, LUST, LUST TRUST, UST Higher 660, 0.125, SSE 5 GRAND COUNTY EQUIPME 360 PARK AVE AST Lower 463, 0.088, North A4 FRASER QUIK STOP 300 EISENHOWER DR LUST TRUST, AIRS Higher 461, 0.087, South A3 FRASER QUIK STOP 300 EISENHOWER DR LTANKS, UST Higher 461, 0.087, South A2 FRASER QUICKSTOP LLC 300 EISENHOWER DR EDR Hist Auto Higher 461, 0.087, South 1 FRASER VALLEY ACE HA 425 ZEREX AST Higher 138, 0.026, SSE MAPPED SITES SUMMARY Target Property Address: 406 ZEREX STREET FRASER, CO 80442 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS EXECUTIVE SUMMARY TC6833899.2s EXECUTIVE SUMMARY 3 TARGET PROPERTY SEARCH RESULTS The target property was not listed in any of the databases searched by EDR. DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases: STANDARD ENVIRONMENTAL RECORDS Lists of Federal NPL (Superfund) sites NPL National Priority List Proposed NPL Proposed National Priority List Sites NPL LIENS Federal Superfund Liens Lists of Federal Delisted NPL sites Delisted NPL National Priority List Deletions Lists of Federal sites subject to CERCLA removals and CERCLA orders FEDERAL FACILITY Federal Facility Site Information listing SEMS Superfund Enterprise Management System Lists of Federal CERCLA sites with NFRAP SEMS-ARCHIVE Superfund Enterprise Management System Archive Lists of Federal RCRA TSD facilities RCRA-TSDF RCRA - Treatment, Storage and Disposal Lists of Federal RCRA generators RCRA-LQG RCRA - Large Quantity Generators RCRA-SQG RCRA - Small Quantity Generators Federal institutional controls / engineering controls registries LUCIS Land Use Control Information System US ENG CONTROLS Engineering Controls Sites List US INST CONTROLS Institutional Controls Sites List Federal ERNS list ERNS Emergency Response Notification System EXECUTIVE SUMMARY TC6833899.2s EXECUTIVE SUMMARY 4 Lists of state- and tribal hazardous waste facilities SHWS This state does not maintain a SHWS list. See the Federal CERCLIS list and Federal NPL list. Lists of state and tribal landfills and solid waste disposal facilities SWF/LF Solid Waste Sites & Facilities Lists of state and tribal leaking storage tanks LAST Leaking Aboveground Storage Tank Listing INDIAN LUST Leaking Underground Storage Tanks on Indian Land Lists of state and tribal registered storage tanks FEMA UST Underground Storage Tank Listing INDIAN UST Underground Storage Tanks on Indian Land State and tribal institutional control / engineering control registries AUL Environmental Covenants and Environmental Use Restrictions List Lists of state and tribal voluntary cleanup sites VCP Voluntary Cleanup & Redevelopment Act Application Tracking Report INDIAN VCP Voluntary Cleanup Priority Listing Lists of state and tribal brownfield sites BROWNFIELDS Brownfields Sites Listing ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS A Listing of Brownfields Sites Local Lists of Landfill / Solid Waste Disposal Sites SWRCY Registered Recyclers Listing HIST LF Historical Landfill List INDIAN ODI Report on the Status of Open Dumps on Indian Lands ODI Open Dump Inventory DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations IHS OPEN DUMPS Open Dumps on Indian Land DENVER CO HISTORIC FILL Denver City & County Historic Fill Areas Local Lists of Hazardous waste / Contaminated Sites US HIST CDL Delisted National Clandestine Laboratory Register CDL Meth Lab Locations US CDL National Clandestine Laboratory Register EXECUTIVE SUMMARY TC6833899.2s EXECUTIVE SUMMARY 5 PFAS PFAS Information Listing Local Land Records LIENS 2 CERCLA Lien Information Records of Emergency Release Reports HMIRS Hazardous Materials Information Reporting System SPILLS Spills Database SPILLS 90 SPILLS 90 data from FirstSearch Other Ascertainable Records FUDS Formerly Used Defense Sites DOD Department of Defense Sites SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing US FIN ASSUR Financial Assurance Information EPA WATCH LIST EPA WATCH LIST 2020 COR ACTION 2020 Corrective Action Program List TSCA Toxic Substances Control Act TRIS Toxic Chemical Release Inventory System SSTS Section 7 Tracking Systems ROD Records Of Decision RMP Risk Management Plans RAATS RCRA Administrative Action Tracking System PRP Potentially Responsible Parties PADS PCB Activity Database System ICIS Integrated Compliance Information System FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) MLTS Material Licensing Tracking System COAL ASH DOE Steam-Electric Plant Operation Data COAL ASH EPA Coal Combustion Residues Surface Impoundments List PCB TRANSFORMER PCB Transformer Registration Database RADINFO Radiation Information Database HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing DOT OPS Incident and Accident Data CONSENT Superfund (CERCLA) Consent Decrees INDIAN RESERV Indian Reservations FUSRAP Formerly Utilized Sites Remedial Action Program UMTRA Uranium Mill Tailings Sites LEAD SMELTERS Lead Smelter Sites US AIRS Aerometric Information Retrieval System Facility Subsystem US MINES Mines Master Index File ABANDONED MINES Abandoned Mines FINDS Facility Index System/Facility Registry System DOCKET HWC Hazardous Waste Compliance Docket Listing UXO Unexploded Ordnance Sites ECHO Enforcement & Compliance History Information FUELS PROGRAM EPA Fuels Program Registered Listing AIRS Permitted Facility & Emissions Listing ASBESTOS Asbestos Abatement & Demolition Projects METHANE SITE Methane Site Investigations - Jefferson County 1980 Methane Investigation Methane Gas & Swamp Findings EXECUTIVE SUMMARY TC6833899.2s EXECUTIVE SUMMARY 6 DRYCLEANERS Drycleaner Facilities Financial Assurance Financial Assurance Information Listing LEAD LEAD MINES Permitted Mines Listing NPDES Permitted Facility Listing UIC Underground Injection Control UMTRA Uranium Mill Tailings Sites MINES MRDS Mineral Resources Data System EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP EDR Proprietary Manufactured Gas Plants EDR Hist Cleaner EDR Exclusive Historical Cleaners EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA LF Recovered Government Archive Solid Waste Facilities List RGA LUST Recovered Government Archive Leaking Underground Storage Tank SURROUNDING SITES: SEARCH RESULTS Surrounding sites were identified in the following databases. Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property. Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed. Sites listed in bold italics are in multiple databases. Unmappable (orphan) sites are not considered in the foregoing analysis. STANDARD ENVIRONMENTAL RECORDS Lists of Federal RCRA facilities undergoing Corrective Action CORRACTS: CORRACTS is a list of handlers with RCRA Corrective Action Activity. This report shows which nationally-defined corrective action core events have occurred for every handler that has had corrective action activity. A review of the CORRACTS list, as provided by EDR, and dated 09/13/2021 has revealed that there is 1 CORRACTS site within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ PREFERRED CLEANERS 515 S ZEREX SSE 1/8 - 1/4 (0.128 mi.) B8 23 EPA ID:: COD981547987 EXECUTIVE SUMMARY TC6833899.2s EXECUTIVE SUMMARY 7 Lists of Federal RCRA generators RCRA-VSQG: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Very small quantity generators (VSQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. A review of the RCRA-VSQG list, as provided by EDR, and dated 09/13/2021 has revealed that there is 1 RCRA-VSQG site within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ SAFEWAY STORE #1568 40 CNTY RD 804 SE 1/8 - 1/4 (0.230 mi.) 9 33 EPA ID:: COR000234666 Lists of state and tribal leaking storage tanks LUST: The Leaking Underground Storage Tank Incident Reports contain an inventory of reported leaking underground storage tank incidents. The data come from the Department of Health’s Leaking Underground Storage Tank List. A review of the LUST list, as provided by EDR, and dated 03/01/2018 has revealed that there is 1 LUST site within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ FRASER MUSTANG SS 213 ZEREX ST SSE 0 - 1/8 (0.125 mi.) B6 15 Facility Id: 176 Status: Closed LTANKS: Active and Closed OPS Petroleum Release Events in Colorado. Includes the OPS Open Event locations, but also shows locations of closed events (releases that have been issued a No Further Action determination). A review of the LTANKS list, as provided by EDR, and dated 07/01/2021 has revealed that there are 2 LTANKS sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ FRASER QUIK STOP 300 EISENHOWER DR S 0 - 1/8 (0.087 mi.) A3 9 FRASER MUSTANG SS 213 ZEREX ST SSE 0 - 1/8 (0.125 mi.) B6 15 LUST TRUST: Reimbursement application package. The 1989 Colorado General Assembly established Colorado’s Petroleum Storage Tank Fund. The Fund reimburses eligible applicants for allowable costs incurred in cleaning up petroleum contamination from underground and aboveground petroleum storage tanks, as well as for third-party liability expenses. Remediation of contamination caused by railroad or aircraft fuel is not eligible for reimbursement. The Fund satisfies federal Environmental Protection Agency financial assurance requirements. Monies in the Fund come from various sources, predominantly the state environmental surcharge imposed on all petroleum products except railroad or aircraft fuel. A review of the LUST TRUST list, as provided by EDR, and dated 09/15/2021 has revealed that there are EXECUTIVE SUMMARY TC6833899.2s EXECUTIVE SUMMARY 8 2 LUST TRUST sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ FRASER QUIK STOP 300 EISENHOWER DR S 0 - 1/8 (0.087 mi.) A4 12 Facility Id: 12548 FRASER MUSTANG SS 213 ZEREX ST SSE 0 - 1/8 (0.125 mi.) B6 15 Facility Id: 176 Lists of state and tribal registered storage tanks UST: The Underground Storage Tank database contains registered USTs. USTs are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA). The source is the State Oil Inspector’s Office’s Tank List. A review of the UST list, as provided by EDR, and dated 05/28/2021 has revealed that there are 2 UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ FRASER QUIK STOP 300 EISENHOWER DR S 0 - 1/8 (0.087 mi.) A3 9 Facility Id: 2548 Tank Status: Currently In Use Tank Tag/Tank Status: 2548-1 Tank Tag/Tank Status: 2548-2 Tank Tag/Tank Status: 2548-3 Tank Tag/Tank Status: 2548-4 FRASER MUSTANG SS 213 ZEREX ST SSE 0 - 1/8 (0.125 mi.) B6 15 Facility Id: 176 Tank Status: Permanently Closed Tank Tag/Tank Status: 176-1 Tank Tag/Tank Status: 176-2 Tank Tag/Tank Status: 176-3 Tank Tag/Tank Status: 176-4 Tank Tag/Tank Status: 176-5 *Additional key fields are available in the Map Findings section AST: The Aboveground Storage Tank database contains registered ASTs. The source is the State Oil Inspector’s Office’s Tank List. A review of the AST list, as provided by EDR, and dated 05/28/2021 has revealed that there are 2 AST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ FRASER VALLEY ACE HA 425 ZEREX SSE 0 - 1/8 (0.026 mi.) 1 8 Tank Status: Permanently Closed Facility Id: 16748 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ GRAND COUNTY EQUIPME 360 PARK AVE N 0 - 1/8 (0.088 mi.) 5 14 EXECUTIVE SUMMARY TC6833899.2s EXECUTIVE SUMMARY 9 Tank Status: Permanently Closed Facility Id: 16439 ADDITIONAL ENVIRONMENTAL RECORDS Other Ascertainable Records RCRA NonGen / NLR: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste. A review of the RCRA NonGen / NLR list, as provided by EDR, and dated 09/13/2021 has revealed that there is 1 RCRA NonGen / NLR site within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ PREFERRED CLEANERS 515 S ZEREX SSE 1/8 - 1/4 (0.128 mi.) B8 23 EPA ID:: COD981547987 EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR Hist Auto: EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. A review of the EDR Hist Auto list, as provided by EDR, has revealed that there are 2 EDR Hist Auto sites within approximately 0.125 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ FRASER QUICKSTOP LLC 300 EISENHOWER DR S 0 - 1/8 (0.087 mi.) A2 8 FRASER MUSTANG 213 ZEREX ST SSE 0 - 1/8 (0.125 mi.) B7 22 EXECUTIVE SUMMARY TC6833899.2s EXECUTIVE SUMMARY 10 Due to poor or inadequate address information, the following sites were not mapped. Count: 3 records. Site Name Database(s)____________ ____________ FRASER EXPERIMENTAL FOREST LTANKS PETE’S 66 BULK PLANT LTANKS UNION PACIFIC RR TABERNASH YARD LTANKS EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 8 4 8 0 85 2 0 8520 856 0 8 5 6 0 8 5 6 0 8 5 6 0 86 0 0 86 0 0 8600 8 6 0 0 8 6 0 0 0 8 6 4 0 8640 86 4 0 8 6 4 08640 8 6 4 0 86 4 0 8 640 8 6 8 0 8680 86 8 0 8 6 8 0 8 6 8 0 86 8 0 8 6 8 0 868 0 86 80 8 6 8 0 87 8 7 2 0 8 7 2 0 8 7 2 0 0 876087 6 0 8 7 6 0 8 7 60 8 8 00 8800 880 0 880 8 8 4 0 EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 85 6 0 8 5 6 0 8 6 0 0 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted STANDARD ENVIRONMENTAL RECORDS Lists of Federal NPL (Superfund) sites 0 NR 0 0 0 0 1.000NPL 0 NR 0 0 0 0 1.000Proposed NPL 0 NR 0 0 0 0 1.000NPL LIENS Lists of Federal Delisted NPL sites 0 NR 0 0 0 0 1.000Delisted NPL Lists of Federal sites subject to CERCLA removals and CERCLA orders 0 NR NR 0 0 0 0.500FEDERAL FACILITY 0 NR NR 0 0 0 0.500SEMS Lists of Federal CERCLA sites with NFRAP 0 NR NR 0 0 0 0.500SEMS-ARCHIVE Lists of Federal RCRA facilities undergoing Corrective Action 1 NR 0 0 1 0 1.000CORRACTS Lists of Federal RCRA TSD facilities 0 NR NR 0 0 0 0.500RCRA-TSDF Lists of Federal RCRA generators 0 NR NR NR 0 0 0.250RCRA-LQG 0 NR NR NR 0 0 0.250RCRA-SQG 1 NR NR NR 1 0 0.250RCRA-VSQG Federal institutional controls / engineering controls registries 0 NR NR 0 0 0 0.500LUCIS 0 NR NR 0 0 0 0.500US ENG CONTROLS 0 NR NR 0 0 0 0.500US INST CONTROLS Federal ERNS list 0 NR NR NR NR 0 0.001ERNS Lists of state- and tribal hazardous waste facilities N/A N/A N/A N/A N/A N/A N/ASHWS Lists of state and tribal landfills and solid waste disposal facilities 0 NR NR 0 0 0 0.500SWF/LF Lists of state and tribal leaking storage tanks 0 NR NR 0 0 0 0.500LAST TC6833899.2s Page 4 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 1 NR NR 0 0 1 0.500LUST 2 NR NR 0 0 2 0.500LTANKS 0 NR NR 0 0 0 0.500INDIAN LUST 2 NR NR 0 0 2 0.500LUST TRUST Lists of state and tribal registered storage tanks 0 NR NR NR 0 0 0.250FEMA UST 2 NR NR NR 0 2 0.250UST 2 NR NR NR 0 2 0.250AST 0 NR NR NR 0 0 0.250INDIAN UST State and tribal institutional control / engineering control registries 0 NR NR 0 0 0 0.500AUL Lists of state and tribal voluntary cleanup sites 0 NR NR 0 0 0 0.500VCP 0 NR NR 0 0 0 0.500INDIAN VCP Lists of state and tribal brownfield sites 0 NR NR 0 0 0 0.500BROWNFIELDS ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists 0 NR NR 0 0 0 0.500US BROWNFIELDS Local Lists of Landfill / Solid Waste Disposal Sites 0 NR NR 0 0 0 0.500SWRCY 0 NR NR 0 0 0 0.500HIST LF 0 NR NR 0 0 0 0.500INDIAN ODI 0 NR NR 0 0 0 0.500ODI 0 NR NR 0 0 0 0.500DEBRIS REGION 9 0 NR NR 0 0 0 0.500IHS OPEN DUMPS 0 NR NR 0 0 0 0.500DENVER CO HISTORIC FILL Local Lists of Hazardous waste / Contaminated Sites 0 NR NR NR NR 0 0.001US HIST CDL 0 NR NR NR NR 0 0.001CDL 0 NR NR NR NR 0 0.001US CDL 0 NR NR NR NR NR TPPFAS Local Land Records 0 NR NR NR NR 0 0.001LIENS 2 Records of Emergency Release Reports 0 NR NR NR NR 0 0.001HMIRS 0 NR NR NR NR 0 0.001SPILLS TC6833899.2s Page 5 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR NR NR 0 0.001SPILLS 90 Other Ascertainable Records 1 NR NR NR 1 0 0.250RCRA NonGen / NLR 0 NR 0 0 0 0 1.000FUDS 0 NR 0 0 0 0 1.000DOD 0 NR NR 0 0 0 0.500SCRD DRYCLEANERS 0 NR NR NR NR 0 0.001US FIN ASSUR 0 NR NR NR NR 0 0.001EPA WATCH LIST 0 NR NR NR 0 0 0.2502020 COR ACTION 0 NR NR NR NR 0 0.001TSCA 0 NR NR NR NR 0 0.001TRIS 0 NR NR NR NR 0 0.001SSTS 0 NR 0 0 0 0 1.000ROD 0 NR NR NR NR 0 0.001RMP 0 NR NR NR NR 0 0.001RAATS 0 NR NR NR NR 0 0.001PRP 0 NR NR NR NR 0 0.001PADS 0 NR NR NR NR 0 0.001ICIS 0 NR NR NR NR 0 0.001FTTS 0 NR NR NR NR 0 0.001MLTS 0 NR NR NR NR 0 0.001COAL ASH DOE 0 NR NR 0 0 0 0.500COAL ASH EPA 0 NR NR NR NR 0 0.001PCB TRANSFORMER 0 NR NR NR NR 0 0.001RADINFO 0 NR NR NR NR 0 0.001HIST FTTS 0 NR NR NR NR 0 0.001DOT OPS 0 NR 0 0 0 0 1.000CONSENT 0 NR 0 0 0 0 1.000INDIAN RESERV 0 NR 0 0 0 0 1.000FUSRAP 0 NR NR 0 0 0 0.500UMTRA 0 NR NR NR NR 0 0.001LEAD SMELTERS 0 NR NR NR NR 0 0.001US AIRS 0 NR NR NR 0 0 0.250US MINES 0 NR NR NR 0 0 0.250ABANDONED MINES 0 NR NR NR NR 0 0.001FINDS 0 NR NR NR NR 0 0.001DOCKET HWC 0 NR 0 0 0 0 1.000UXO 0 NR NR NR NR 0 0.001ECHO 0 NR NR NR 0 0 0.250FUELS PROGRAM 0 NR NR NR NR 0 0.001AIRS 0 NR NR NR NR 0 0.001ASBESTOS 0 NR NR NR NR 0 0.001METHANE SITE 0 NR NR NR NR 0 0.001Methane Investigation 0 NR NR NR 0 0 0.250DRYCLEANERS 0 NR NR NR NR 0 0.001Financial Assurance 0 NR NR NR NR 0 0.001LEAD 0 NR NR NR 0 0 0.250MINES 0 NR NR NR NR 0 0.001NPDES 0 NR NR NR NR 0 0.001UIC 0 NR NR 0 0 0 0.500UMTRA TC6833899.2s Page 6 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR NR NR 0 0.001MINES MRDS EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records 0 NR 0 0 0 0 1.000EDR MGP 2 NR NR NR NR 2 0.125EDR Hist Auto 0 NR NR NR NR 0 0.125EDR Hist Cleaner EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives 0 NR NR NR NR 0 0.001RGA LF 0 NR NR NR NR 0 0.001RGA LUST 14 0 0 0 3 11 0- Totals -- NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database N/A = This State does not maintain a SHWS list. See the Federal CERCLIS list. TC6833899.2s Page 7 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 19523Owner ID: Not reportedOverfill Prevention: Not reportedPiping Wall Type: Not reportedPiping Material: Not reportedPiping System: Not reportedPiping Type: Not reportedTank Wall Type: Not reportedTank Material: -105.817041Longitude: 39.948342Latitude: LPGTank Type: Not reportedDate Closed: Not reportedDate Tank Installed: Permanently ClosedTank Status: 500Capacity: LPG OnlyFacility Category: LPGFacility Type: 80202Owner Zip: COOwner State: DenverOwner City: Not reportedOwner Address: LPG Unknown Owner - Division Of Oil & Public SafetyOwner Name: 16748Facility ID: 16748-1Tank Tag: LPGSubstance: GRANBY, CO 80446City,State,Zip: 425 ZEREXAddress: FRASER VALLEY ACE HARDWAREName: AST: 138 ft. 0.026 mi. Relative: Higher Actual: 8568 ft. < 1/8 GRANBY, CO 80446 SSE 425 ZEREX N/A 1 ASTFRASER VALLEY ACE HARDWARE A100288716 Gasoline Service Stations2000 FRASER QUICKSTOP LLC Gasoline Service Stations1999 FRASER QUICKSTOP LLC Gasoline Service Stations1998 FRASER QUICKSTOP LLC Gasoline Service Stations1997 FRASER QUICKSTOP LLC General Automotive Repair Shops1996 FRASER VALLEY AUTO INC Gasoline Service Stations1996 FRASER QUICKSTOP LLC General Automotive Repair Shops1995 FRASER VALLEY AUTO INC General Automotive Repair Shops1994 FRASER VALLEY AUTO INC General Automotive Repair Shops1992 MOFFAT STOP GARAGE INC General Automotive Repair Shops1991 MOFFAT STOP GARAGE INC General Automotive Repair Shops1990 MOFFAT STOP GARAGE INC General Automotive Repair Shops1989 MOFFAT STOP GARAGE INC General Automotive Repair Shops1988 MOFFAT STOP GARAGE INC General Automotive Repair Shops1987 MOFFAT STOP GARAGE INC General Automotive Repair Shops1986 MOFFAT STOP GARAGE INC Type:Year: Name: EDR Hist Auto 461 ft. Site 1 of 3 in cluster A 0.087 mi. Relative: Higher Actual: 8570 ft. < 1/8 FRASER, CO 80442 South 300 EISENHOWER DR N/A A2 EDR Hist AutoFRASER QUICKSTOP LLC 1022123407 TC6833899.2s Page 8 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Gasoline Service Stations2014 FRASER QUICKSTOP LLC General Automotive Repair Shops2014 FRASER VALLEY AUTO INC Gasoline Service Stations2013 FRASER QUICKSTOP LLC General Automotive Repair Shops2013 FRASER VALLEY AUTO INC Gasoline Service Stations2012 FRASER QUICKSTOP LLC General Automotive Repair Shops2012 FRASER VALLEY AUTO INC Gasoline Service Stations2011 FRASER QUICKSTOP LLC General Automotive Repair Shops2011 FRASER VALLEY AUTO INC Gasoline Service Stations2010 FRASER QUICKSTOP LLC General Automotive Repair Shops2010 FRASER VALLEY AUTO INC Gasoline Service Stations2009 FRASER QUICKSTOP LLC Gasoline Service Stations2008 FRASER QUICKSTOP LLC Gasoline Service Stations2007 FRASER QUICKSTOP LLC Gasoline Service Stations2006 FRASER QUICKSTOP LLC Gasoline Service Stations2005 FRASER QUICKSTOP LLC Gasoline Service Stations2004 FRASER QUICKSTOP LLC Gasoline Service Stations2003 FRASER QUICKSTOP LLC Gasoline Service Stations2002 FRASER QUICKSTOP LLC Gasoline Service Stations2001 FRASER QUICKSTOP LLC FRASER QUICKSTOP LLC (Continued) 1022123407 COOwner State: FraserOwner City: Box 603Owner Address: Fraser Quick Stop LLCOwner Name: 2548Facility ID: Gasoline - Unleaded Regular (RUL)Substance: 2548-1Tank Tag: FRASER, CO 80442City,State,Zip: 300 EISENHOWER DRAddress: FRASER QUIK STOPName: Gasoline - Unleaded Regular (RUL)Substance: 2548-1Tank Tag: UST: https://opus.cdle.state.co.us/OIS2000/event.asp?h_id=2908URL: 27977.19Reimbursement Total: Not reportedRelease Cause: Not reportedRelease Source: cdle_ops_public_records_center@state.co.usEmail: 303-318-8547Phone: Technical Assistance LineContact: 01/13/1997Closed Date: 11/07/1994Release Date: 2908Event ID: ClosedStatus: Tier IType: FRASER, CO 80442City,State,Zip: 300 EISENHOWER DRAddress: QUIK STOP #2Name: 12548Facility ID: LTANKS: 461 ft. Site 2 of 3 in cluster A 0.087 mi. Relative: Higher Actual: 8570 ft. < 1/8 FRASER, CO 80442 South UST300 EISENHOWER DR N/A A3 LTANKSFRASER QUIK STOP U003123949 TC6833899.2s Page 9 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Diesel - Dyed #1Substance: 2548-3Tank Tag: FRASER, CO 80442City,State,Zip: 300 EISENHOWER DRAddress: FRASER QUIK STOPName: Diesel - Dyed #1Substance: 2548-3Tank Tag: 7554Owner ID: FV: Fill Tube ValveOverfill Prevention: NonePiping Wall Type: FRP: Fiberglass Reinforced PlasticPiping Material: PR: PressurizedPiping System: UG: UndergroundPiping Type: NoneTank Wall Type: ST: Cathodically Protected SteelTank Material: -105.815857Longitude: 39.946492Latitude: USTTank Type: 10/01/1973Date Tank Installed: Currently In UseTank Status: Not reportedDate Closed: 6000Capacity: Retail Gas StationFacility Category: RetailFacility Type: 80442Owner Zip: COOwner State: FraserOwner City: Box 603Owner Address: Fraser Quick Stop LLCOwner Name: 2548Facility ID: DieselSubstance: 2548-2Tank Tag: FRASER, CO 80442City,State,Zip: 300 EISENHOWER DRAddress: FRASER QUIK STOPName: DieselSubstance: 2548-2Tank Tag: 7554Owner ID: FV: Fill Tube ValveOverfill Prevention: NonePiping Wall Type: FRP: Fiberglass Reinforced PlasticPiping Material: PR: PressurizedPiping System: UG: UndergroundPiping Type: NoneTank Wall Type: ST: Cathodically Protected SteelTank Material: -105.815857Longitude: 39.946492Latitude: USTTank Type: 09/30/1980Date Tank Installed: Currently In UseTank Status: Not reportedDate Closed: 10000Capacity: Retail Gas StationFacility Category: RetailFacility Type: 80442Owner Zip: FRASER QUIK STOP (Continued)U003123949 TC6833899.2s Page 10 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 7554Owner ID: FV: Fill Tube ValveOverfill Prevention: NonePiping Wall Type: FRP: Fiberglass Reinforced PlasticPiping Material: PR: PressurizedPiping System: UG: UndergroundPiping Type: NoneTank Wall Type: ST: Cathodically Protected SteelTank Material: -105.815857Longitude: 39.946492Latitude: USTTank Type: 09/30/1988Date Tank Installed: Currently In UseTank Status: Not reportedDate Closed: 10000Capacity: Retail Gas StationFacility Category: RetailFacility Type: 80442Owner Zip: COOwner State: FraserOwner City: Box 603Owner Address: Fraser Quick Stop LLCOwner Name: 2548Facility ID: Gasoline - Premium (PUL)Substance: 2548-4Tank Tag: FRASER, CO 80442City,State,Zip: 300 EISENHOWER DRAddress: FRASER QUIK STOPName: Gasoline - Premium (PUL)Substance: 2548-4Tank Tag: 7554Owner ID: FV: Fill Tube ValveOverfill Prevention: NonePiping Wall Type: FRP: Fiberglass Reinforced PlasticPiping Material: PR: PressurizedPiping System: UG: UndergroundPiping Type: NoneTank Wall Type: ST: Cathodically Protected SteelTank Material: -105.815857Longitude: 39.946492Latitude: USTTank Type: 10/01/1973Date Tank Installed: Currently In UseTank Status: Not reportedDate Closed: 6000Capacity: Retail Gas StationFacility Category: RetailFacility Type: 80442Owner Zip: COOwner State: FraserOwner City: Box 603Owner Address: Fraser Quick Stop LLCOwner Name: 2548Facility ID: FRASER QUIK STOP (Continued)U003123949 TC6833899.2s Page 11 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation KIMBERLY HANNAContact Person: 049-0076County/Plant ID: FRASER, CO 80442City,State,Zip: 300 EISENHOWER DRIVEAddress: FRASER QUICKSTOP LLC - FRASER QUICK STOPName: Tons Per YearSite-wide Estimated Emissions Units: 0.0000000Site-wide Estimated Emissions: BENZENEFull Pollutant Name: SERVICE STATION GASOLINEEmission Unit Description: 20GR0297S.XPConstruction Permit Number: 001Unique Emmission Unit ID: Not reportedNAICS Primary: Not reportedSIC Primary: 1054856.46Longitude: 395647.50Latitude: (970)726-9649Contact Phone: KIMBERLY HANNAContact Person: 049-0076County/Plant ID: FRASER, CO 80442City,State,Zip: 300 EISENHOWER DRIVEAddress: FRASER QUICKSTOP LLC - FRASER QUICK STOPName: CO AIRS: Click here for COSTIS: (303) 318-8511Fund Analyst Phone: Not reportedTechnical Reviewer Phone: Joe l LambeTechnical Reviewer: Retail Gas StationCategory: Joy ShulmanFund Analyst: Not reportedSpecial Conditions: Not reportedProtest Number: 03/07/1996Pay Voucher Date: 02/16/1996FPR Date: $27,977.19Net Reimbursement: $28,021.98Total Reimbursement: 5/16/1995RAP Filed Date: ApprovedRAP Status: OriginalRAP Type Description: $27,977.19Total Reimbursement for Event: 0.0Total Percent Reduction: Tank Owner/Operator - NRPEligibility Type Description: Not reportedCap Status: Not reportedCommissioned Date: 959RAP ID: 2908Event ID: Danos, KathleenPayee Name: 12548Facility ID: FRASER, CO 80442City,State,Zip: 300 EISENHOWER DRAddress: FRASER QUIK STOPName: CO LUST TRUST: 461 ft. Site 3 of 3 in cluster A 0.087 mi. Relative: Higher Actual: 8570 ft. < 1/8 FRASER, CO 80442 South AIRS300 EISENHOWER DR N/A A4 LUST TRUSTFRASER QUIK STOP S109507746 TC6833899.2s Page 12 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 001Unique Emmission Unit ID: Not reportedNAICS Primary: Not reportedSIC Primary: 1054856.46Longitude: 395647.50Latitude: (970)726-9649Contact Phone: KIMBERLY HANNAContact Person: 049-0076County/Plant ID: FRASER, CO 80442City,State,Zip: 300 EISENHOWER DRIVEAddress: FRASER QUICKSTOP LLC - FRASER QUICK STOPName: Tons Per YearSite-wide Estimated Emissions Units: 0.0000000Site-wide Estimated Emissions: TOLUENEFull Pollutant Name: SERVICE STATION GASOLINEEmission Unit Description: 20GR0297S.XPConstruction Permit Number: 001Unique Emmission Unit ID: Not reportedNAICS Primary: Not reportedSIC Primary: 1054856.46Longitude: 395647.50Latitude: (970)726-9649Contact Phone: KIMBERLY HANNAContact Person: 049-0076County/Plant ID: FRASER, CO 80442City,State,Zip: 300 EISENHOWER DRIVEAddress: FRASER QUICKSTOP LLC - FRASER QUICK STOPName: Tons Per YearSite-wide Estimated Emissions Units: 0.0000000Site-wide Estimated Emissions: HEXANE,N-Full Pollutant Name: SERVICE STATION GASOLINEEmission Unit Description: 20GR0297S.XPConstruction Permit Number: 001Unique Emmission Unit ID: Not reportedNAICS Primary: Not reportedSIC Primary: 1054856.46Longitude: 395647.50Latitude: (970)726-9649Contact Phone: KIMBERLY HANNAContact Person: 049-0076County/Plant ID: FRASER, CO 80442City,State,Zip: 300 EISENHOWER DRIVEAddress: FRASER QUICKSTOP LLC - FRASER QUICK STOPName: Tons Per YearSite-wide Estimated Emissions Units: 0.0000000Site-wide Estimated Emissions: ETHYL BENZENEFull Pollutant Name: SERVICE STATION GASOLINEEmission Unit Description: 20GR0297S.XPConstruction Permit Number: 001Unique Emmission Unit ID: Not reportedNAICS Primary: Not reportedSIC Primary: 1054856.46Longitude: 395647.50Latitude: (970)726-9649Contact Phone: FRASER QUIK STOP (Continued)S109507746 TC6833899.2s Page 13 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Tons Per YearSite-wide Estimated Emissions Units: 0.0000000Site-wide Estimated Emissions: XYLENESFull Pollutant Name: SERVICE STATION GASOLINEEmission Unit Description: 20GR0297S.XPConstruction Permit Number: 001Unique Emmission Unit ID: Not reportedNAICS Primary: Not reportedSIC Primary: 1054856.46Longitude: 395647.50Latitude: (970)726-9649Contact Phone: KIMBERLY HANNAContact Person: 049-0076County/Plant ID: FRASER, CO 80442City,State,Zip: 300 EISENHOWER DRIVEAddress: FRASER QUICKSTOP LLC - FRASER QUICK STOPName: Tons Per YearSite-wide Estimated Emissions Units: 1.3036470Site-wide Estimated Emissions: VOLATILE ORGANIC COMPOUNDSFull Pollutant Name: SERVICE STATION GASOLINEEmission Unit Description: 20GR0297S.XPConstruction Permit Number: FRASER QUIK STOP (Continued)S109507746 19710Owner ID: Not reportedOverfill Prevention: Not reportedPiping Wall Type: Not reportedPiping Material: Not reportedPiping System: Not reportedPiping Type: Not reportedTank Wall Type: Not reportedTank Material: -105.815895Longitude: 39.949359Latitude: LPGTank Type: Not reportedDate Closed: Not reportedDate Tank Installed: Permanently ClosedTank Status: 499Capacity: LPG OnlyFacility Category: LPGFacility Type: 80442Owner Zip: COOwner State: FraserOwner City: 360 Park AveOwner Address: Grand County Equipment RentalOwner Name: 16439Facility ID: 16439-1Tank Tag: LPGSubstance: FRASER, CO 80442City,State,Zip: 360 PARK AVEAddress: GRAND COUNTY EQUIPMENT RENTALName: AST: 463 ft. 0.088 mi. Relative: Lower Actual: 8542 ft. < 1/8 FRASER, CO 80442 North 360 PARK AVE N/A 5 ASTGRAND COUNTY EQUIPMENT RENTAL A100288638 TC6833899.2s Page 14 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedProtest Number: Not reportedPay Voucher Date: Not reportedFPR Date: $24,769.20Net Reimbursement: $27,521.33Total Reimbursement: 5/1/2001RAP Filed Date: ApprovedRAP Status: LUST TrustRAP Type Description: $355,819.17Total Reimbursement for Event: 0.0Total Percent Reduction: LenderEligibility Type Description: Not reportedCap Status: Not reportedCommissioned Date: 8452RAP ID: 1596Event ID: Town Of FraserPayee Name: 176Facility ID: FRASER, CO 80442City,State,Zip: 213 ZEREX STAddress: FRASER MUSTANG SSName: CO LUST TRUST: Click here for COSTIS: -105.814982Longitude Degrees: 39.946056Latitude Degrees: Not reportedContact Email: 303-318-8547Contact Phone: Technical Assistance LineContact Name: 05/28/1996Confirmed Release: 1596Event ID: ClosedStatus: 176Facility Id: LUST: https://opus.cdle.state.co.us/OIS2000/event.asp?h_id=1596URL: 328983.36Reimbursement Total: Not reportedRelease Cause: Not reportedRelease Source: cdle_ops_public_records_center@state.co.usEmail: 303-318-8547Phone: Technical Assistance LineContact: 11/01/2001Closed Date: 05/28/1996Release Date: 1596Event ID: ClosedStatus: Tier IType: FRASER, CO 80442City,State,Zip: 213 ZEREX STAddress: FRASER MUSTANG SSName: 176Facility ID: LTANKS: 660 ft. Site 1 of 3 in cluster B 0.125 mi.UST Relative: Higher Actual: 8566 ft. < 1/8 LUST TRUSTFRASER, CO 80442 SSE LUST213 ZEREX ST N/A B6 LTANKSFRASER MUSTANG SS U004007525 TC6833899.2s Page 15 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation OtherCategory: Bev SnodgrassFund Analyst: Not reportedSpecial Conditions: Not reportedProtest Number: 07/21/1999Pay Voucher Date: 07/07/1999FPR Date: $33,185.99Net Reimbursement: $33,641.65Total Reimbursement: 2/5/1999RAP Filed Date: ApprovedRAP Status: SupplementalRAP Type Description: $355,819.17Total Reimbursement for Event: 0.0Total Percent Reduction: LenderEligibility Type Description: Not reportedCap Status: Not reportedCommissioned Date: 3164RAP ID: 1596Event ID: Town Of FraserPayee Name: 176Facility ID: FRASER, CO 80442City,State,Zip: 213 ZEREX STAddress: FRASER MUSTANG SSName: (303) 318-8514Fund Analyst Phone: (303) 318-8537Technical Reviewer Phone: Larry DelinTechnical Reviewer: OtherCategory: Carolyn SkaggsFund Analyst: Not reportedSpecial Conditions: 77-119Protest Number: 12/30/1998Pay Voucher Date: 12/04/1998FPR Date: $134,889.70Net Reimbursement: $138,265.27Total Reimbursement: 7/16/1998RAP Filed Date: ApprovedRAP Status: SupplementalRAP Type Description: $355,819.17Total Reimbursement for Event: 0.0Total Percent Reduction: LenderEligibility Type Description: Not reportedCap Status: Not reportedCommissioned Date: 2773RAP ID: 1596Event ID: Town Of FraserPayee Name: 176Facility ID: FRASER, CO 80442City,State,Zip: 213 ZEREX STAddress: FRASER MUSTANG SSName: (303) 318-8506Fund Analyst Phone: (303) 318-8537Technical Reviewer Phone: Larry DelinTechnical Reviewer: OtherCategory: Bev SnodgrassFund Analyst: Not reportedSpecial Conditions: FRASER MUSTANG SS (Continued)U004007525 TC6833899.2s Page 16 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation (303) 318-8510Fund Analyst Phone: (303) 318-8537Technical Reviewer Phone: Larry DelinTechnical Reviewer: OtherCategory: Susan DeMeulesFund Analyst: Not reportedSpecial Conditions: Not reportedProtest Number: 05/31/2001Pay Voucher Date: 05/11/2001FPR Date: $8,592.50Net Reimbursement: $8,617.50Total Reimbursement: 2/28/2001RAP Filed Date: ApprovedRAP Status: SupplementalRAP Type Description: $355,819.17Total Reimbursement for Event: 0.0Total Percent Reduction: LenderEligibility Type Description: Not reportedCap Status: Not reportedCommissioned Date: 4910RAP ID: 1596Event ID: Town Of FraserPayee Name: 176Facility ID: FRASER, CO 80442City,State,Zip: 213 ZEREX STAddress: FRASER MUSTANG SSName: (303) 318-8511Fund Analyst Phone: (303) 318-8537Technical Reviewer Phone: Larry DelinTechnical Reviewer: OtherCategory: Joy ShulmanFund Analyst: Not reportedSpecial Conditions: Not reportedProtest Number: 06/07/2000Pay Voucher Date: 05/22/2000FPR Date: $23,675.21Net Reimbursement: $23,678.73Total Reimbursement: 3/17/2000RAP Filed Date: ApprovedRAP Status: SupplementalRAP Type Description: $355,819.17Total Reimbursement for Event: 0.0Total Percent Reduction: LenderEligibility Type Description: Not reportedCap Status: Not reportedCommissioned Date: 4008RAP ID: 1596Event ID: Town Of FraserPayee Name: 176Facility ID: FRASER, CO 80442City,State,Zip: 213 ZEREX STAddress: FRASER MUSTANG SSName: (303) 318-8506Fund Analyst Phone: (303) 318-8537Technical Reviewer Phone: Larry DelinTechnical Reviewer: FRASER MUSTANG SS (Continued)U004007525 TC6833899.2s Page 17 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Click here for COSTIS: (303) 318-8506Fund Analyst Phone: (303) 318-8537Technical Reviewer Phone: Larry DelinTechnical Reviewer: OtherCategory: Bev SnodgrassFund Analyst: Not reportedSpecial Conditions: 77-111Protest Number: 05/21/1998Pay Voucher Date: 05/11/1998FPR Date: $54,720.92Net Reimbursement: $95,529.01Total Reimbursement: 8/12/1997RAP Filed Date: ApprovedRAP Status: SupplementalRAP Type Description: $355,819.17Total Reimbursement for Event: 0.0Total Percent Reduction: LenderEligibility Type Description: Not reportedCap Status: Not reportedCommissioned Date: 2155RAP ID: 1596Event ID: Town Of FraserPayee Name: 176Facility ID: FRASER, CO 80442City,State,Zip: 213 ZEREX STAddress: FRASER MUSTANG SSName: (303) 318-8513Fund Analyst Phone: (303) 318-8537Technical Reviewer Phone: Larry DelinTechnical Reviewer: OtherCategory: Cindee Garner-floroFund Analyst: Not reportedSpecial Conditions: Not reportedProtest Number: 09/03/1997Pay Voucher Date: 08/08/1997FPR Date: $49,149.84Net Reimbursement: $49,149.84Total Reimbursement: 9/4/1996RAP Filed Date: ApprovedRAP Status: OriginalRAP Type Description: $355,819.17Total Reimbursement for Event: 0.0Total Percent Reduction: LenderEligibility Type Description: Not reportedCap Status: Not reportedCommissioned Date: 1605RAP ID: 1596Event ID: Town Of FraserPayee Name: 176Facility ID: FRASER, CO 80442City,State,Zip: 213 ZEREX STAddress: FRASER MUSTANG SSName: FRASER MUSTANG SS (Continued)U004007525 TC6833899.2s Page 18 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation OtherPiping Type: NoneTank Wall Type: Asphalt Coated or Bare SteelTank Material: -105.814982Longitude: 39.946056Latitude: USTTank Type: 05/09/1971Date Tank Installed: Permanently ClosedTank Status: 05/16/1996Date Closed: 8000Capacity: OtherFacility Category: Non-RetailFacility Type: 80442Owner Zip: COOwner State: FraserOwner City: 213 Zerex StOwner Address: Gerard E DesrosiersOwner Name: 176Facility ID: GasolineSubstance: 176-2Tank Tag: FRASER, CO 80442City,State,Zip: 213 ZEREX STAddress: FRASER MUSTANG SSName: GasolineSubstance: 176-2Tank Tag: 2538Owner ID: Not reportedOverfill Prevention: NonePiping Wall Type: Galvanized SteelPiping Material: Not reportedPiping System: OtherPiping Type: NoneTank Wall Type: Asphalt Coated or Bare SteelTank Material: -105.814982Longitude: 39.946056Latitude: USTTank Type: 05/09/1971Date Tank Installed: Permanently ClosedTank Status: 05/14/1996Date Closed: 12000Capacity: OtherFacility Category: Non-RetailFacility Type: 80442Owner Zip: COOwner State: FraserOwner City: 213 Zerex StOwner Address: Gerard E DesrosiersOwner Name: 176Facility ID: GasolineSubstance: 176-1Tank Tag: FRASER, CO 80442City,State,Zip: 213 ZEREX STAddress: FRASER MUSTANG SSName: GasolineSubstance: 176-1Tank Tag: UST: FRASER MUSTANG SS (Continued)U004007525 TC6833899.2s Page 19 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation USTTank Type: Not reportedDate Tank Installed: Permanently ClosedTank Status: 05/14/1996Date Closed: 1000Capacity: OtherFacility Category: Non-RetailFacility Type: 80442Owner Zip: COOwner State: FraserOwner City: 213 Zerex StOwner Address: Gerard E DesrosiersOwner Name: 176Facility ID: UnknownSubstance: 176-4Tank Tag: FRASER, CO 80442City,State,Zip: 213 ZEREX STAddress: FRASER MUSTANG SSName: UnknownSubstance: 176-4Tank Tag: 2538Owner ID: Not reportedOverfill Prevention: NonePiping Wall Type: Galvanized SteelPiping Material: Not reportedPiping System: OtherPiping Type: NoneTank Wall Type: Asphalt Coated or Bare SteelTank Material: -105.814982Longitude: 39.946056Latitude: USTTank Type: 05/09/1971Date Tank Installed: Permanently ClosedTank Status: 05/16/1996Date Closed: 2000Capacity: OtherFacility Category: Non-RetailFacility Type: 80442Owner Zip: COOwner State: FraserOwner City: 213 Zerex StOwner Address: Gerard E DesrosiersOwner Name: 176Facility ID: GasolineSubstance: 176-3Tank Tag: FRASER, CO 80442City,State,Zip: 213 ZEREX STAddress: FRASER MUSTANG SSName: GasolineSubstance: 176-3Tank Tag: 2538Owner ID: Not reportedOverfill Prevention: NonePiping Wall Type: Galvanized SteelPiping Material: Not reportedPiping System: FRASER MUSTANG SS (Continued)U004007525 TC6833899.2s Page 20 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation OtherFacility Category: Non-RetailFacility Type: 80442Owner Zip: COOwner State: FraserOwner City: 213 Zerex StOwner Address: Gerard E DesrosiersOwner Name: 176Facility ID: UnknownSubstance: 176-6Tank Tag: FRASER, CO 80442City,State,Zip: 213 ZEREX STAddress: FRASER MUSTANG SSName: UnknownSubstance: 176-6Tank Tag: 2538Owner ID: Not reportedOverfill Prevention: NonePiping Wall Type: UnknownPiping Material: Not reportedPiping System: OtherPiping Type: NoneTank Wall Type: UnknownTank Material: -105.814982Longitude: 39.946056Latitude: USTTank Type: Not reportedDate Tank Installed: Permanently ClosedTank Status: 05/14/1996Date Closed: 550Capacity: OtherFacility Category: Non-RetailFacility Type: 80442Owner Zip: COOwner State: FraserOwner City: 213 Zerex StOwner Address: Gerard E DesrosiersOwner Name: 176Facility ID: UnknownSubstance: 176-5Tank Tag: FRASER, CO 80442City,State,Zip: 213 ZEREX STAddress: FRASER MUSTANG SSName: UnknownSubstance: 176-5Tank Tag: 2538Owner ID: Not reportedOverfill Prevention: NonePiping Wall Type: UnknownPiping Material: Not reportedPiping System: OtherPiping Type: NoneTank Wall Type: UnknownTank Material: -105.814982Longitude: 39.946056Latitude: FRASER MUSTANG SS (Continued)U004007525 TC6833899.2s Page 21 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 2538Owner ID: Not reportedOverfill Prevention: NonePiping Wall Type: UnknownPiping Material: Not reportedPiping System: OtherPiping Type: NoneTank Wall Type: UnknownTank Material: -105.814982Longitude: 39.946056Latitude: USTTank Type: Not reportedDate Tank Installed: Permanently ClosedTank Status: 07/12/1996Date Closed: Not reportedCapacity: OtherFacility Category: Non-RetailFacility Type: 80442Owner Zip: COOwner State: FraserOwner City: 213 Zerex StOwner Address: Gerard E DesrosiersOwner Name: 176Facility ID: UnknownSubstance: 176-7Tank Tag: FRASER, CO 80442City,State,Zip: 213 ZEREX STAddress: FRASER MUSTANG SSName: UnknownSubstance: 176-7Tank Tag: 2538Owner ID: Not reportedOverfill Prevention: NonePiping Wall Type: UnknownPiping Material: Not reportedPiping System: OtherPiping Type: NoneTank Wall Type: UnknownTank Material: -105.814982Longitude: 39.946056Latitude: USTTank Type: Not reportedDate Tank Installed: Permanently ClosedTank Status: 05/14/1996Date Closed: 550Capacity: FRASER MUSTANG SS (Continued)U004007525 Gasoline Service Stations1982 FRASER MUSTANG Gasoline Service Stations1980 FRASER MUSTANG Type:Year: Name: EDR Hist Auto 660 ft. Site 2 of 3 in cluster B 0.125 mi. Relative: Higher Actual: 8566 ft. < 1/8 FRASER, CO 80442 SSE 213 ZEREX ST N/A B7 EDR Hist AutoFRASER MUSTANG 1021564120 TC6833899.2s Page 22 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Gasoline Service Stations, NEC1992 FRASER MUSTANG Gasoline Service Stations, NEC1991 FRASER MUSTANG Gasoline Service Stations, NEC1990 FRASER MUSTANG Gasoline Service Stations, NEC1989 FRASER MUSTANG Gasoline Service Stations1988 FRASER MUSTANG Gasoline Service Stations1987 FRASER MUSTANG Gasoline Service Stations1986 FRASER MUSTANG Gasoline Service Stations1985 FRASER MUSTANG Gasoline Service Stations1983 FRASER MUSTANG FRASER MUSTANG (Continued)1021564120 ENTIRE FACILITYArea Name: COD981547987EPA ID: Not reportedAddress 2: 515 S ZEREXAddress: PREFERRED CLEANERSName: Not reportedSurface Water Release Indicator: YSoil Release Indicator: YGroundwater Release Indicator: Not reportedAir Release Indicator: 20060712Actual Date: DETERMINATION OF NEED FOR AN INVESTIGATION-INVESTIGATION IS NECESSARYCorrective Action: ENTIRE FACILITYArea Name: COD981547987EPA ID: Not reportedAddress 2: 515 S ZEREXAddress: PREFERRED CLEANERSName: Not reportedSurface Water Release Indicator: YSoil Release Indicator: YGroundwater Release Indicator: Not reportedAir Release Indicator: 20060711Actual Date: NOTICE OF CONTAMINATIONCorrective Action: ENTIRE FACILITYArea Name: COD981547987EPA ID: Not reportedAddress 2: 515 S ZEREXAddress: PREFERRED CLEANERSName: Not reportedSurface Water Release Indicator: YSoil Release Indicator: YGroundwater Release Indicator: Not reportedAir Release Indicator: 20060711Actual Date: *30,60,OR 90% DESIGN OR O and M PLAN COMMENTCorrective Action: ENTIRE FACILITYArea Name: COD981547987EPA ID: Not reportedAddress 2: 515 S ZEREXAddress: PREFERRED CLEANERSName: CORRACTS: 675 ft. Site 3 of 3 in cluster B 0.128 mi. Relative: Higher Actual: 8567 ft. 1/8-1/4 US AIRSFRASER, CO 80442 SSE RCRA NonGen / NLR515 S ZEREX COD981547987 B8 CORRACTSPREFERRED CLEANERS 1000228284 TC6833899.2s Page 23 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 515 S ZEREXAddress: PREFERRED CLEANERSName: Not reportedSurface Water Release Indicator: YSoil Release Indicator: YGroundwater Release Indicator: Not reportedAir Release Indicator: 20060712Actual Date: CORRECTIVE MEASURES DESIGN APPROVEDCorrective Action: ENTIRE FACILITYArea Name: COD981547987EPA ID: Not reportedAddress 2: 515 S ZEREXAddress: PREFERRED CLEANERSName: Not reportedSurface Water Release Indicator: YSoil Release Indicator: YGroundwater Release Indicator: Not reportedAir Release Indicator: 20060712Actual Date: INVESTIGATION WORKPLAN APPROVEDCorrective Action: ENTIRE FACILITYArea Name: COD981547987EPA ID: Not reportedAddress 2: 515 S ZEREXAddress: PREFERRED CLEANERSName: Not reportedSurface Water Release Indicator: YSoil Release Indicator: YGroundwater Release Indicator: Not reportedAir Release Indicator: 20060712Actual Date: INVESTIGATION WORKPLAN RECEIVEDCorrective Action: ENTIRE FACILITYArea Name: COD981547987EPA ID: Not reportedAddress 2: 515 S ZEREXAddress: PREFERRED CLEANERSName: Not reportedSurface Water Release Indicator: YSoil Release Indicator: YGroundwater Release Indicator: Not reportedAir Release Indicator: 20060711Actual Date: INVESTIGATION IMPOSITIONCorrective Action: ENTIRE FACILITYArea Name: COD981547987EPA ID: Not reportedAddress 2: 515 S ZEREXAddress: PREFERRED CLEANERSName: Not reportedSurface Water Release Indicator: YSoil Release Indicator: YGroundwater Release Indicator: Not reportedAir Release Indicator: 20060712Actual Date: CA PRIORITIZATION-LOW CA PRIORITYCorrective Action: PREFERRED CLEANERS (Continued)1000228284 TC6833899.2s Page 24 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: PrivateLand Type: 08EPA Region: Not reportedContact Title: Not reportedContact Email: Not reportedContact Fax: 970-726-4567Contact Telephone: FRASER, CO 80442Contact City,State,Zip: P O BOX 753Contact Address: JOHN TINNINContact Name: COD981547987EPA ID: FRASER, CO 80442Handler City,State,Zip: 515 S ZEREXHandler Address: PREFERRED CLEANERSHandler Name: 20050425Date Form Received by Agency: RCRA NonGen / NLR: 3 additional CORRACTS: record(s) in the EDR Site Report. Click this hyperlink while viewing on your computer to access Not reportedSurface Water Release Indicator: YSoil Release Indicator: YGroundwater Release Indicator: Not reportedAir Release Indicator: 20061013Actual Date: DATE HUMAN EXPOSURES CONTROLLED DETERMINATION-YES, APPLICABLE AS OF THISCorrective Action: ENTIRE FACILITYArea Name: COD981547987EPA ID: Not reportedAddress 2: 515 S ZEREXAddress: PREFERRED CLEANERSName: Not reportedSurface Water Release Indicator: YSoil Release Indicator: YGroundwater Release Indicator: Not reportedAir Release Indicator: 20061003Actual Date: REMEDY CONSTRUCTION-REMEDY CONSTRUCTEDCorrective Action: ENTIRE FACILITYArea Name: COD981547987EPA ID: Not reportedAddress 2: 515 S ZEREXAddress: PREFERRED CLEANERSName: Not reportedSurface Water Release Indicator: YSoil Release Indicator: YGroundwater Release Indicator: Not reportedAir Release Indicator: 20060712Actual Date: CMI WORKPLAN APPROVEDCorrective Action: ENTIRE FACILITYArea Name: COD981547987EPA ID: Not reportedAddress 2: PREFERRED CLEANERS (Continued) 1000228284 TC6833899.2s Page 25 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 20050506Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: YesGroundwater Controls Indicator: YesHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: LowCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: YesNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NNHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: NoUniversal Waste Destination Facility: NoUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: PrivateOperator Type: PREFFERED CLEANERSOperator Name: PrivateOwner Type: JOHN TINNINOwner Name: FRASER, CO 80442Mailing City,State,Zip: P O BOX 753Mailing Address: Not reportedState District: Not reportedState District Owner: Not reportedActive Site Indicator: PREFERRED CLEANERS (Continued)1000228284 TC6833899.2s Page 26 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 970-726-4567Owner/Operator Telephone: FRASER, CO 80442Owner/Operator City,State,Zip: P O BOX 753Owner/Operator Address: Not reportedDate Ended Current: 18000101Date Became Current: PrivateLegal Status: JOHN TINNINOwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: METHANOL (I) (OR) METHYL ALCOHOL (I)Waste Description: U154Waste Code: HYDROFLUORIC ACID (C,T) (OR) HYDROGEN FLUORIDE (C,T)Waste Description: U134Waste Code: 2-PROPANONE (I) (OR) ACETONE (I)Waste Description: U002Waste Code: MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYLWaste Description: F003Waste Code: SPENT SOLVENT MIXTURES. F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F004, AND USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND 1,1,2, CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE, METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE, THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE,Waste Description: F002Waste Code: IGNITABLE WASTEWaste Description: D001Waste Code: Hazardous Waste Summary: NoSub-Part P Indicator: Not reportedManifest Broker: Not reportedRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: PREFERRED CLEANERS (Continued) 1000228284 TC6833899.2s Page 27 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Small Quantity GeneratorFederal Waste Generator Description: PREFERRED CLEANERSHandler Name: 19940211Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 970-726-4567Owner/Operator Telephone: FRASER, CO 80442Owner/Operator City,State,Zip: P O BOX 753Owner/Operator Address: Not reportedDate Ended Current: 18000101Date Became Current: PrivateLegal Status: JOHN TINNINOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: FRASER, CO 80442Owner/Operator City,State,Zip: 515 S ZEREXOwner/Operator Address: Not reportedDate Ended Current: 20041230Date Became Current: PrivateLegal Status: PREFFERED CLEANERSOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 970-726-4567Owner/Operator Telephone: FRASER, CO 80442Owner/Operator City,State,Zip: P O BOX 753Owner/Operator Address: Not reportedDate Ended Current: 18000202Date Became Current: PrivateLegal Status: JOHN TINNINOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: FRASER, CO 80442Owner/Operator City,State,Zip: 515 S ZEREXOwner/Operator Address: Not reportedDate Ended Current: 20041230Date Became Current: PrivateLegal Status: PREFFERED CLEANERSOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: PREFERRED CLEANERS (Continued)1000228284 TC6833899.2s Page 28 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedActual Return to Compliance Date: Not reportedDate Violation was Determined: Not reportedViolation Short Description: Not reportedAgency Which Determined Violation: NoFound Violation: Facility Has Received Notices of Violation: DRYCLEANING AND LAUNDRY SERVICES (EXCEPT COIN-OPERATED)NAICS Description: 81232NAICS Code: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Not a generator, verifiedFederal Waste Generator Description: PREFERRED CLEANERSHandler Name: 20050425Receive Date: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: NoCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Small Quantity GeneratorFederal Waste Generator Description: PREFERRED CLEANERSHandler Name: 20041230Receive Date: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: NoCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Small Quantity GeneratorFederal Waste Generator Description: PREFERRED CLEANERSHandler Name: 20001031Receive Date: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: NoCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: PREFERRED CLEANERS (Continued) 1000228284 TC6833899.2s Page 29 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedEnforcement Responsible Person: Not reportedEnforcement Type: Not reportedConsent/Final Order Lead Agency: Not reportedConsent/Final Order Respondent Name: Not reportedConsent/Final Order Sequence Number: Not reportedDisposition Status Description: Not reportedDisposition Status: Not reportedDisposition Status Date: Not reportedAppeal Resolution Date: Not reportedAppeal Initiated Date: Not reportedCorrective Action Component: Not reportedEnforcement Attorney: Not reportedEnforcement Docket Number: Not reportedEnforcement Responsible Agency: Not reportedDate of Enforcement Action: Not reportedEnforcement Identifier: Not reportedScheduled Compliance Date: Not reportedViolation Responsible Agency: Not reportedReturn to Compliance Qualifier: Not reportedActual Return to Compliance Date: Not reportedDate Violation was Determined: Not reportedViolation Short Description: Not reportedAgency Which Determined Violation: UnknownFound Violation: Not reportedFinal Amount: Not reportedFinal Count: Not reportedPaid Amount: Not reportedFinal Monetary Amount: Not reportedProposed Amount: Not reportedSEP Type Description: Not reportedSEP Type: Not reportedSEP Defaulted Date: Not reportedSEP Actual Date: Not reportedSEP Scheduled Completion Date: Not reportedSEP Expenditure Amount: Not reportedSEP Sequence Number: Not reportedEnforcement Responsible Sub-Organization: Not reportedEnforcement Responsible Person: Not reportedEnforcement Type: Not reportedConsent/Final Order Lead Agency: Not reportedConsent/Final Order Respondent Name: Not reportedConsent/Final Order Sequence Number: Not reportedDisposition Status Description: Not reportedDisposition Status: Not reportedDisposition Status Date: Not reportedAppeal Resolution Date: Not reportedAppeal Initiated Date: Not reportedCorrective Action Component: Not reportedEnforcement Attorney: Not reportedEnforcement Docket Number: Not reportedEnforcement Responsible Agency: Not reportedDate of Enforcement Action: Not reportedEnforcement Identifier: Not reportedScheduled Compliance Date: Not reportedViolation Responsible Agency: Not reportedReturn to Compliance Qualifier: PREFERRED CLEANERS (Continued)1000228284 TC6833899.2s Page 30 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation FOCUSED COMPLIANCE INSPECTIONEvaluation Type Description: NoFound Violation: StateEvaluation Responsible Agency: 20061013Evaluation Date: Evaluation Action Summary: Not reportedFinal Amount: Not reportedFinal Count: Not reportedPaid Amount: Not reportedFinal Monetary Amount: Not reportedProposed Amount: Not reportedSEP Type Description: Not reportedSEP Type: Not reportedSEP Defaulted Date: Not reportedSEP Actual Date: Not reportedSEP Scheduled Completion Date: Not reportedSEP Expenditure Amount: Not reportedSEP Sequence Number: Not reportedEnforcement Responsible Sub-Organization: Not reportedEnforcement Responsible Person: Not reportedEnforcement Type: Not reportedConsent/Final Order Lead Agency: Not reportedConsent/Final Order Respondent Name: Not reportedConsent/Final Order Sequence Number: Not reportedDisposition Status Description: Not reportedDisposition Status: Not reportedDisposition Status Date: Not reportedAppeal Resolution Date: Not reportedAppeal Initiated Date: Not reportedCorrective Action Component: Not reportedEnforcement Attorney: Not reportedEnforcement Docket Number: Not reportedEnforcement Responsible Agency: Not reportedDate of Enforcement Action: Not reportedEnforcement Identifier: Not reportedScheduled Compliance Date: Not reportedViolation Responsible Agency: Not reportedReturn to Compliance Qualifier: Not reportedActual Return to Compliance Date: Not reportedDate Violation was Determined: Not reportedViolation Short Description: Not reportedAgency Which Determined Violation: NoFound Violation: Not reportedFinal Amount: Not reportedFinal Count: Not reportedPaid Amount: Not reportedFinal Monetary Amount: Not reportedProposed Amount: Not reportedSEP Type Description: Not reportedSEP Type: Not reportedSEP Defaulted Date: Not reportedSEP Actual Date: Not reportedSEP Scheduled Completion Date: Not reportedSEP Expenditure Amount: Not reportedSEP Sequence Number: Not reportedEnforcement Responsible Sub-Organization: PREFERRED CLEANERS (Continued)1000228284 TC6833899.2s Page 31 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedHPV Status: Not reportedAir CMS Category Code: NONFacility Type of Ownership Code: MINDefault Air Classification Code: 812320NAICS Code: 7216Primary SIC Code: Not reportedD and B Number: 110002444604Facility Registry ID: AIR CO0000000804900030Programmatic ID: 08Region Code: 1000228284Envid: US AIRS MINOR: Not reportedFormer Citation: Not reportedRequest Agency: Not reportedDate Response Received: Not reportedDate of Request: Not reportedScheduled Compliance Date: Not reportedActual Return to Compliance Date: Not reportedEvaluation Responsible Sub-Organization: COWAVEvaluation Responsible Person Identifier: FOCUSED COMPLIANCE INSPECTIONEvaluation Type Description: NoFound Violation: StateEvaluation Responsible Agency: 20060712Evaluation Date: Not reportedFormer Citation: Not reportedRequest Agency: Not reportedDate Response Received: Not reportedDate of Request: Not reportedScheduled Compliance Date: Not reportedActual Return to Compliance Date: Not reportedEvaluation Responsible Sub-Organization: COCBUEvaluation Responsible Person Identifier: NON-FINANCIAL RECORD REVIEWEvaluation Type Description: UndeterminedFound Violation: StateEvaluation Responsible Agency: 20050422Evaluation Date: Not reportedFormer Citation: Not reportedRequest Agency: Not reportedDate Response Received: Not reportedDate of Request: Not reportedScheduled Compliance Date: Not reportedActual Return to Compliance Date: Not reportedEvaluation Responsible Sub-Organization: COWAVEvaluation Responsible Person Identifier: PREFERRED CLEANERS (Continued) 1000228284 TC6833899.2s Page 32 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: NoUniversal Waste Destination Facility: NoUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: PrivateOperator Type: SAFEWAY STORE #1568Operator Name: PrivateOwner Type: SAFEWAY INCOwner Name: PLEASANTON, CA 94588Mailing City,State,Zip: STONERIDGE MALL RDMailing Address: Not reportedState District: Not reportedState District Owner: Handler ActivitiesActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Conditionally Exempt Small Quantity GeneratorFederal Waste Generator Description: PrivateLand Type: 08EPA Region: ENV COMPLIANCE MANAGERContact Title: KEITH.POWERS@SAFEWAY.COMContact Email: Not reportedContact Fax: 510-246-0358Contact Telephone: PLEASANTON, CA 94588Contact City,State,Zip: STONERIDGE MALL RDContact Address: KEITH B POWERSContact Name: COR000234666EPA ID: FRASER, CO 80442Handler City,State,Zip: 40 CNTY RD 804Handler Address: SAFEWAY STORE #1568Handler Name: 20211228Date Form Received by Agency: RCRA-VSQG: 1213 ft. 0.230 mi. Relative: Higher Actual: 8567 ft. 1/8-1/4 FRASER, CO 80442 SE 40 CNTY RD 804 COR000234666 9 RCRA-VSQGSAFEWAY STORE #1568 1016955452 TC6833899.2s Page 33 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation FRASER, CO 80442Owner/Operator City,State,Zip: 40 CNTY RD 804Owner/Operator Address: Not reportedDate Ended Current: 20140903Date Became Current: PrivateLegal Status: SAFEWAY STORE #1568Owner/Operator Name: OperatorOwner/Operator Indicator: Handler - Owner Operator: SALTS NICOTINE, & SALTS (OR) PYRIDINE, 3-(1-METHYL-2-PYRROLIDINYL)-,(S)-, &Waste Description: P075Waste Code: SALTS, WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3% WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3% (OR) WARFARIN, & 2H-1-BENZOPYRAN-2-ONE, 4-HYDROXY-3-(3-OXO-1-PHENYLBUTYL)-, & SALTS,Waste Description: P001Waste Code: CORROSIVE WASTEWaste Description: D002Waste Code: IGNITABLE WASTEWaste Description: D001Waste Code: Hazardous Waste Summary: HSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 20211231Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: SAFEWAY STORE #1568 (Continued) 1016955452 TC6833899.2s Page 34 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation SAFEWAY STORE #1568Handler Name: 20211228Receive Date: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: NoCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Conditionally Exempt Small Quantity GeneratorFederal Waste Generator Description: SAFEWAY STORE #1568Handler Name: 20140903Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 925-467-3000Owner/Operator Telephone: PLEASANTON, CA 94588Owner/Operator City,State,Zip: 5918 STONERIDGE MALL RDOwner/Operator Address: Not reportedDate Ended Current: 20140903Date Became Current: PrivateLegal Status: SAFEWAY INCOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 925-467-3000Owner/Operator Telephone: PLEASANTON, CA 94588Owner/Operator City,State,Zip: 5918 STONERIDGE MALL RDOwner/Operator Address: Not reportedDate Ended Current: 20140903Date Became Current: PrivateLegal Status: SAFEWAY INCOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: FRASER, CO 80442Owner/Operator City,State,Zip: 40 CNTY RD 804Owner/Operator Address: Not reportedDate Ended Current: 20140903Date Became Current: PrivateLegal Status: SAFEWAY STORE #1568Owner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: SAFEWAY STORE #1568 (Continued)1016955452 TC6833899.2s Page 35 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: PHARMACIES AND DRUG STORESNAICS Description: 446110NAICS Code: SUPERMARKETS AND OTHER GROCERY (EXCEPT CONVENIENCE) STORESNAICS Description: 445110NAICS Code: List of NAICS Codes and Descriptions: NoElectronic Manifest Broker: NoNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: Not reportedState District Owner: Conditionally Exempt Small Quantity GeneratorFederal Waste Generator Description: SAFEWAY STORE #1568 (Continued) 1016955452 TC6833899.2s Page 36 ORPHAN SUMMARY City EDR ID Site Name Site Address Zip Database(s) Count: 3 records. FRASER S125421458 FRASER EXPERIMENTAL FOREST RURAL FRASER 80442 LTANKS GRANBY S125419991 PETE’S 66 BULK PLANT RAILROAD RD & CR 57 80446 LTANKS TABERNASH S125420701 UNION PACIFIC RR TABERNASH YARD GRAND CR 824 & RAILROAD TRACKS 80478 LTANKS TC6833899.2s Page 37 To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a monthly or quarterly basis, as required. Number of Days to Update:Provides confirmation that EDR is reporting records that have been updated within 90 days from the date the government agency made the information available to the public. STANDARD ENVIRONMENTAL RECORDS Lists of Federal NPL (Superfund) sites NPL: National Priority List National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA’s Environmental Photographic Interpretation Center (EPIC) and regional EPA offices. Date of Government Version: 10/20/2021 Date Data Arrived at EDR: 11/05/2021 Date Made Active in Reports: 11/29/2021 Number of Days to Update: 24 Source: EPA Telephone: N/A Last EDR Contact: 01/13/2022 Next Scheduled EDR Contact: 04/11/2022 Data Release Frequency: Quarterly NPL Site Boundaries Sources: EPA’s Environmental Photographic Interpretation Center (EPIC) Telephone: 202-564-7333 EPA Region 1 EPA Region 6 Telephone 617-918-1143 Telephone: 214-655-6659 EPA Region 3 EPA Region 7 Telephone 215-814-5418 Telephone: 913-551-7247 EPA Region 4 EPA Region 8 Telephone 404-562-8033 Telephone: 303-312-6774 EPA Region 5 EPA Region 9 Telephone 312-886-6686 Telephone: 415-947-4246 EPA Region 10 Telephone 206-553-8665 Proposed NPL: Proposed National Priority List Sites A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule in the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places on the NPL those sites that continue to meet the requirements for listing. Date of Government Version: 10/20/2021 Date Data Arrived at EDR: 11/05/2021 Date Made Active in Reports: 11/29/2021 Number of Days to Update: 24 Source: EPA Telephone: N/A Last EDR Contact: 01/13/2022 Next Scheduled EDR Contact: 04/11/2022 Data Release Frequency: Quarterly NPL LIENS: Federal Superfund Liens Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens. TC6833899.2s Page GR-1 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 10/15/1991 Date Data Arrived at EDR: 02/02/1994 Date Made Active in Reports: 03/30/1994 Number of Days to Update: 56 Source: EPA Telephone: 202-564-4267 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: No Update Planned Lists of Federal Delisted NPL sites Delisted NPL: National Priority List Deletions The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the NPL where no further response is appropriate. Date of Government Version: 10/20/2021 Date Data Arrived at EDR: 11/05/2021 Date Made Active in Reports: 11/29/2021 Number of Days to Update: 24 Source: EPA Telephone: N/A Last EDR Contact: 01/13/2022 Next Scheduled EDR Contact: 04/11/2022 Data Release Frequency: Quarterly Lists of Federal sites subject to CERCLA removals and CERCLA orders FEDERAL FACILITY: Federal Facility Site Information listing A listing of National Priority List (NPL) and Base Realignment and Closure (BRAC) sites found in the Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) Database where EPA Federal Facilities Restoration and Reuse Office is involved in cleanup activities. Date of Government Version: 05/25/2021 Date Data Arrived at EDR: 06/24/2021 Date Made Active in Reports: 09/20/2021 Number of Days to Update: 88 Source: Environmental Protection Agency Telephone: 703-603-8704 Last EDR Contact: 12/29/2021 Next Scheduled EDR Contact: 04/11/2022 Data Release Frequency: Varies SEMS: Superfund Enterprise Management System SEMS (Superfund Enterprise Management System) tracks hazardous waste sites, potentially hazardous waste sites, and remedial activities performed in support of EPA’s Superfund Program across the United States. The list was formerly know as CERCLIS, renamed to SEMS by the EPA in 2015. The list contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). This dataset also contains sites which are either proposed to or on the National Priorities List (NPL) and the sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Government Version: 10/20/2021 Date Data Arrived at EDR: 11/05/2021 Date Made Active in Reports: 11/29/2021 Number of Days to Update: 24 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 01/13/2022 Next Scheduled EDR Contact: 04/25/2022 Data Release Frequency: Quarterly Lists of Federal CERCLA sites with NFRAP SEMS-ARCHIVE: Superfund Enterprise Management System Archive TC6833899.2s Page GR-2 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING SEMS-ARCHIVE (Superfund Enterprise Management System Archive) tracks sites that have no further interest under the Federal Superfund Program based on available information. The list was formerly known as the CERCLIS-NFRAP, renamed to SEMS ARCHIVE by the EPA in 2015. EPA may perform a minimal level of assessment work at a site while it is archived if site conditions change and/or new information becomes available. Archived sites have been removed and archived from the inventory of SEMS sites. Archived status indicates that, to the best of EPA’s knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list the site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time. The decision does not necessarily mean that there is no hazard associated with a given site; it only means that. based upon available information, the location is not judged to be potential NPL site. Date of Government Version: 10/20/2021 Date Data Arrived at EDR: 11/05/2021 Date Made Active in Reports: 11/29/2021 Number of Days to Update: 24 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 01/13/2022 Next Scheduled EDR Contact: 04/25/2022 Data Release Frequency: Quarterly Lists of Federal RCRA facilities undergoing Corrective Action CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. Date of Government Version: 09/13/2021 Date Data Arrived at EDR: 09/15/2021 Date Made Active in Reports: 10/12/2021 Number of Days to Update: 27 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 12/17/2021 Next Scheduled EDR Contact: 04/04/2022 Data Release Frequency: Quarterly Lists of Federal RCRA TSD facilities RCRA-TSDF: RCRA - Treatment, Storage and Disposal RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the waste. TSDFs treat, store, or dispose of the waste. Date of Government Version: 09/13/2021 Date Data Arrived at EDR: 09/15/2021 Date Made Active in Reports: 10/12/2021 Number of Days to Update: 27 Source: Environmental Protection Agency Telephone: 303-312-6149 Last EDR Contact: 12/17/2021 Next Scheduled EDR Contact: 04/04/2022 Data Release Frequency: Quarterly Lists of Federal RCRA generators RCRA-LQG: RCRA - Large Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month. Date of Government Version: 09/13/2021 Date Data Arrived at EDR: 09/15/2021 Date Made Active in Reports: 10/12/2021 Number of Days to Update: 27 Source: Environmental Protection Agency Telephone: 303-312-6149 Last EDR Contact: 12/17/2021 Next Scheduled EDR Contact: 04/04/2022 Data Release Frequency: Quarterly TC6833899.2s Page GR-3 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING RCRA-SQG: RCRA - Small Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. Date of Government Version: 09/13/2021 Date Data Arrived at EDR: 09/15/2021 Date Made Active in Reports: 10/12/2021 Number of Days to Update: 27 Source: Environmental Protection Agency Telephone: 303-312-6149 Last EDR Contact: 12/17/2021 Next Scheduled EDR Contact: 04/04/2022 Data Release Frequency: Quarterly RCRA-VSQG: RCRA - Very Small Quantity Generators (Formerly Conditionally Exempt Small Quantity Generators) RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Very small quantity generators (VSQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Date of Government Version: 09/13/2021 Date Data Arrived at EDR: 09/15/2021 Date Made Active in Reports: 10/12/2021 Number of Days to Update: 27 Source: Environmental Protection Agency Telephone: 303-312-6149 Last EDR Contact: 12/17/2021 Next Scheduled EDR Contact: 04/04/2022 Data Release Frequency: Quarterly Federal institutional controls / engineering controls registries LUCIS: Land Use Control Information System LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure properties. Date of Government Version: 07/12/2021 Date Data Arrived at EDR: 08/06/2021 Date Made Active in Reports: 10/22/2021 Number of Days to Update: 77 Source: Department of the Navy Telephone: 843-820-7326 Last EDR Contact: 11/08/2021 Next Scheduled EDR Contact: 02/21/2022 Data Release Frequency: Varies US ENG CONTROLS: Engineering Controls Sites List A listing of sites with engineering controls in place. Engineering controls include various forms of caps, building foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health. Date of Government Version: 08/23/2021 Date Data Arrived at EDR: 08/23/2021 Date Made Active in Reports: 11/12/2021 Number of Days to Update: 81 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 11/18/2021 Next Scheduled EDR Contact: 03/06/2022 Data Release Frequency: Varies US INST CONTROLS: Institutional Controls Sites List A listing of sites with institutional controls in place. Institutional controls include administrative measures, such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally required as part of the institutional controls. Date of Government Version: 08/23/2021 Date Data Arrived at EDR: 08/23/2021 Date Made Active in Reports: 11/12/2021 Number of Days to Update: 81 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 11/19/2021 Next Scheduled EDR Contact: 03/07/2022 Data Release Frequency: Varies TC6833899.2s Page GR-4 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Federal ERNS list ERNS: Emergency Response Notification System Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version: 09/13/2021 Date Data Arrived at EDR: 09/21/2021 Date Made Active in Reports: 12/15/2021 Number of Days to Update: 85 Source: National Response Center, United States Coast Guard Telephone: 202-267-2180 Last EDR Contact: 12/16/2021 Next Scheduled EDR Contact: 04/04/2022 Data Release Frequency: Quarterly Lists of state- and tribal hazardous waste facilities SHWS: This state does not maintain a SHWS list. See the Federal CERCLIS list and Federal NPL list. State Hazardous Waste Sites. State hazardous waste site records are the states’ equivalent to CERCLIS. These sites may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds (state equivalent of Superfund) are identified along with sites where cleanup will be paid for by potentially responsible parties. Available information varies by state. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: Department of Public Health & Environment Telephone: 303-692-3300 Last EDR Contact: 11/11/2021 Next Scheduled EDR Contact: 02/21/2022 Data Release Frequency: N/A Lists of state and tribal landfills and solid waste disposal facilities SWF/LF: Solid Waste Sites & Facilities Solid Waste Facilities/Landfill Sites. SWF/LF type records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. Depending on the state, these may be active or inactive facilities or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version: 10/30/2020 Date Data Arrived at EDR: 11/03/2020 Date Made Active in Reports: 11/09/2020 Number of Days to Update: 6 Source: Department of Public Health & Environment Telephone: 303-692-3300 Last EDR Contact: 10/25/2021 Next Scheduled EDR Contact: 02/14/2022 Data Release Frequency: Varies Lists of state and tribal leaking storage tanks LUST: Leaking Underground Storage Tank List Leaking Underground Storage Tank Incident Reports. LUST records contain an inventory of reported leaking underground storage tank incidents. Not all states maintain these records, and the information stored varies by state. Date of Government Version: 03/01/2018 Date Data Arrived at EDR: 03/07/2018 Date Made Active in Reports: 04/03/2018 Number of Days to Update: 27 Source: Department of Labor and Employment, Oil Inspection Section Telephone: 303-318-8521 Last EDR Contact: 03/07/2018 Next Scheduled EDR Contact: 06/18/2018 Data Release Frequency: Quarterly LAST: Leaking Aboveground Storage Tank Listing A listing of leaking aboveground storage tank sites. This list is no longer maintained. For current Leaking AST information, please see LTANKS. Date of Government Version: 03/01/2018 Date Data Arrived at EDR: 03/07/2018 Date Made Active in Reports: 04/03/2018 Number of Days to Update: 27 Source: Department of Labor & Employment Telephone: 303-318-8525 Last EDR Contact: 05/31/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: No Update Planned TC6833899.2s Page GR-5 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING LTANKS: Petroleum Release Events Listing Active and Closed OPS Petroleum Release Events in Colorado. Includes the OPS Open Event locations, but also shows locations of closed events (releases that have been issued a No Further Action determination). Date of Government Version: 07/01/2021 Date Data Arrived at EDR: 08/31/2021 Date Made Active in Reports: 11/22/2021 Number of Days to Update: 83 Source: Department of Labor & Employment Telephone: 303-318-8525 Last EDR Contact: 11/30/2021 Next Scheduled EDR Contact: 03/14/2022 Data Release Frequency: Quarterly INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Florida, Mississippi and North Carolina. Date of Government Version: 05/28/2021 Date Data Arrived at EDR: 06/22/2021 Date Made Active in Reports: 09/20/2021 Number of Days to Update: 90 Source: EPA Region 4 Telephone: 404-562-8677 Last EDR Contact: 01/18/2022 Next Scheduled EDR Contact: 05/02/2022 Data Release Frequency: Varies INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land. Date of Government Version: 04/28/2021 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA Region 1 Telephone: 617-918-1313 Last EDR Contact: 01/18/2022 Next Scheduled EDR Contact: 05/02/2022 Data Release Frequency: Varies INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin. Date of Government Version: 04/06/2021 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA, Region 5 Telephone: 312-886-7439 Last EDR Contact: 01/18/2022 Next Scheduled EDR Contact: 05/02/2022 Data Release Frequency: Varies INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho, Oregon and Washington. Date of Government Version: 04/27/2021 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 01/18/2022 Next Scheduled EDR Contact: 05/02/2022 Data Release Frequency: Varies INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Arizona, California, New Mexico and Nevada Date of Government Version: 05/27/2021 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: Environmental Protection Agency Telephone: 415-972-3372 Last EDR Contact: 01/18/2022 Next Scheduled EDR Contact: 05/02/2022 Data Release Frequency: Varies INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming. Date of Government Version: 05/27/2021 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA Region 8 Telephone: 303-312-6271 Last EDR Contact: 01/18/2022 Next Scheduled EDR Contact: 05/02/2022 Data Release Frequency: Varies TC6833899.2s Page GR-6 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Iowa, Kansas, and Nebraska Date of Government Version: 06/01/2021 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 01/18/2022 Next Scheduled EDR Contact: 05/02/2022 Data Release Frequency: Varies INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in New Mexico and Oklahoma. Date of Government Version: 05/17/2021 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA Region 6 Telephone: 214-665-6597 Last EDR Contact: 01/18/2022 Next Scheduled EDR Contact: 05/02/2022 Data Release Frequency: Varies TRUST: Lust Trust Sites Reimbursement application package. The 1989 Colorado General Assembly established Colorado’s Petroleum Storage Tank Fund. The Fund reimburses eligible applicants for allowable costs incurred in cleaning up petroleum contamination from underground and aboveground petroleum storage tanks, as well as for third-party liability expenses. Remediation of contamination caused by railroad or aircraft fuel is not eligible for reimbursement. The Fund satisfies federal Environmental Protection Agency financial assurance requirements. Monies in the Fund come from various sources, predominantly the state environmental surcharge imposed on all petroleum products except railroad or aircraft fuel. Date of Government Version: 09/15/2021 Date Data Arrived at EDR: 09/16/2021 Date Made Active in Reports: 12/14/2021 Number of Days to Update: 89 Source: Department of Labor and Employment, Oil Inspection Section Telephone: 303-318-8521 Last EDR Contact: 12/09/2021 Next Scheduled EDR Contact: 04/04/2022 Data Release Frequency: Varies Lists of state and tribal registered storage tanks FEMA UST: Underground Storage Tank Listing A listing of all FEMA owned underground storage tanks. Date of Government Version: 01/29/2021 Date Data Arrived at EDR: 02/17/2021 Date Made Active in Reports: 03/22/2021 Number of Days to Update: 33 Source: FEMA Telephone: 202-646-5797 Last EDR Contact: 01/20/2022 Next Scheduled EDR Contact: 04/18/2022 Data Release Frequency: Varies UST: Underground Storage Tank Database Registered Underground Storage Tanks. UST’s are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA) and must be registered with the state department responsible for administering the UST program. Available information varies by state program. Date of Government Version: 05/28/2021 Date Data Arrived at EDR: 06/01/2021 Date Made Active in Reports: 08/23/2021 Number of Days to Update: 83 Source: Department of Labor and Employment, Oil Inspection Section Telephone: 303-318-8521 Last EDR Contact: 11/22/2021 Next Scheduled EDR Contact: 03/14/2022 Data Release Frequency: Quarterly AST: Aboveground Tank List Aboveground storage tank locations. Date of Government Version: 05/28/2021 Date Data Arrived at EDR: 06/01/2021 Date Made Active in Reports: 08/23/2021 Number of Days to Update: 83 Source: Department of Labor and Employment, Oil Inspection Section Telephone: 303-318-8521 Last EDR Contact: 11/22/2021 Next Scheduled EDR Contact: 03/14/2022 Data Release Frequency: Semi-Annually TC6833899.2s Page GR-7 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN UST R7: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 7 (Iowa, Kansas, Missouri, Nebraska, and 9 Tribal Nations). Date of Government Version: 06/01/2021 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 01/18/2022 Next Scheduled EDR Contact: 05/02/2022 Data Release Frequency: Varies INDIAN UST R10: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 10 (Alaska, Idaho, Oregon, Washington, and Tribal Nations). Date of Government Version: 04/27/2021 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 01/18/2022 Next Scheduled EDR Contact: 05/02/2022 Data Release Frequency: Varies INDIAN UST R1: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 1 (Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, Vermont and ten Tribal Nations). Date of Government Version: 04/28/2021 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA, Region 1 Telephone: 617-918-1313 Last EDR Contact: 01/18/2022 Next Scheduled EDR Contact: 05/02/2022 Data Release Frequency: Varies INDIAN UST R4: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 4 (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, Tennessee and Tribal Nations) Date of Government Version: 05/28/2021 Date Data Arrived at EDR: 06/22/2021 Date Made Active in Reports: 09/20/2021 Number of Days to Update: 90 Source: EPA Region 4 Telephone: 404-562-9424 Last EDR Contact: 01/18/2022 Next Scheduled EDR Contact: 05/02/2022 Data Release Frequency: Varies INDIAN UST R6: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 6 (Louisiana, Arkansas, Oklahoma, New Mexico, Texas and 65 Tribes). Date of Government Version: 05/17/2021 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA Region 6 Telephone: 214-665-7591 Last EDR Contact: 01/18/2022 Next Scheduled EDR Contact: 05/02/2022 Data Release Frequency: Varies INDIAN UST R8: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 8 (Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming and 27 Tribal Nations). Date of Government Version: 05/27/2021 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA Region 8 Telephone: 303-312-6137 Last EDR Contact: 01/18/2022 Next Scheduled EDR Contact: 05/02/2022 Data Release Frequency: Varies TC6833899.2s Page GR-8 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN UST R5: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 5 (Michigan, Minnesota and Wisconsin and Tribal Nations). Date of Government Version: 04/06/2021 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA Region 5 Telephone: 312-886-6136 Last EDR Contact: 01/18/2022 Next Scheduled EDR Contact: 05/02/2022 Data Release Frequency: Varies INDIAN UST R9: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 9 (Arizona, California, Hawaii, Nevada, the Pacific Islands, and Tribal Nations). Date of Government Version: 05/27/2021 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA Region 9 Telephone: 415-972-3368 Last EDR Contact: 01/18/2022 Next Scheduled EDR Contact: 05/02/2022 Data Release Frequency: Varies State and tribal institutional control / engineering control registries AUL: Environmental Real Covenants List Senate Bill 01-145 gave authority to the Colorado Department of Public Health and Environment to approve requests to restrict the future use of a property using an enforceable agreement called an environmental covenant. When a contaminated site is not cleaned up completely, land use restrictions may be used to ensure that the selected cleanup remedy is adequately protective of human health and the environment. Date of Government Version: 10/19/2021 Date Data Arrived at EDR: 10/26/2021 Date Made Active in Reports: 01/13/2022 Number of Days to Update: 79 Source: Department of Public Health & Environment Telephone: 303-692-3331 Last EDR Contact: 01/24/2022 Next Scheduled EDR Contact: 05/09/2022 Data Release Frequency: Varies Lists of state and tribal voluntary cleanup sites INDIAN VCP R1: Voluntary Cleanup Priority Listing A listing of voluntary cleanup priority sites located on Indian Land located in Region 1. Date of Government Version: 07/27/2015 Date Data Arrived at EDR: 09/29/2015 Date Made Active in Reports: 02/18/2016 Number of Days to Update: 142 Source: EPA, Region 1 Telephone: 617-918-1102 Last EDR Contact: 12/14/2021 Next Scheduled EDR Contact: 04/04/2022 Data Release Frequency: Varies INDIAN VCP R7: Voluntary Cleanup Priority Lisitng A listing of voluntary cleanup priority sites located on Indian Land located in Region 7. Date of Government Version: 03/20/2008 Date Data Arrived at EDR: 04/22/2008 Date Made Active in Reports: 05/19/2008 Number of Days to Update: 27 Source: EPA, Region 7 Telephone: 913-551-7365 Last EDR Contact: 07/08/2021 Next Scheduled EDR Contact: 07/20/2009 Data Release Frequency: Varies VCP: Voluntary Cleanup & Redevelopment Act Application Tracking Report The Voluntary Cleanup and Redevelopment Act is intended to permit and encourage voluntary cleanups by providing a method to determine clean-up responsibilities in planning the reuse of property. The VCRA was intended for sites which were not covered by existing regulatory programs. TC6833899.2s Page GR-9 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 05/31/2021 Date Data Arrived at EDR: 06/30/2021 Date Made Active in Reports: 09/22/2021 Number of Days to Update: 84 Source: Department of Public Health and Environmental Telephone: 303-692-3331 Last EDR Contact: 12/15/2021 Next Scheduled EDR Contact: 04/18/2022 Data Release Frequency: Semi-Annually Lists of state and tribal brownfield sites BROWNFIELDS: Brownfields Sites Listing Brownfields Sites Listing Date of Government Version: 09/09/2021 Date Data Arrived at EDR: 10/19/2021 Date Made Active in Reports: 01/11/2022 Number of Days to Update: 84 Source: Department of Public Health & Environment Telephone: 303-692-3331 Last EDR Contact: 01/13/2022 Next Scheduled EDR Contact: 05/02/2022 Data Release Frequency: Varies ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS: A Listing of Brownfields Sites Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these properties takes development pressures off of undeveloped, open land, and both improves and protects the environment. Assessment, Cleanup and Redevelopment Exchange System (ACRES) stores information reported by EPA Brownfields grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on Targeted Brownfields Assessments performed by EPA Regions. A listing of ACRES Brownfield sites is obtained from Cleanups in My Community. Cleanups in My Community provides information on Brownfields properties for which information is reported back to EPA, as well as areas served by Brownfields grant programs. Date of Government Version: 06/10/2021 Date Data Arrived at EDR: 06/10/2021 Date Made Active in Reports: 08/17/2021 Number of Days to Update: 68 Source: Environmental Protection Agency Telephone: 202-566-2777 Last EDR Contact: 12/08/2021 Next Scheduled EDR Contact: 03/28/2022 Data Release Frequency: Semi-Annually Local Lists of Landfill / Solid Waste Disposal Sites HISTORICAL LANDFILL: Historical Landfill List Abandoned/Inactive Landfills. Date of Government Version: 01/31/1993 Date Data Arrived at EDR: 04/24/1994 Date Made Active in Reports: 05/30/1994 Number of Days to Update: 36 Source: Department of Public Health & Environment Telephone: 303-692-3300 Last EDR Contact: 09/05/1996 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned SWRCY: Registered Recyclers Listing A listing of registered recycler locations in the state of Colorado. Date of Government Version: 10/05/2021 Date Data Arrived at EDR: 10/20/2021 Date Made Active in Reports: 01/11/2022 Number of Days to Update: 83 Source: Department of Public Health & Environment Telephone: 303-692-3337 Last EDR Contact: 12/14/2021 Next Scheduled EDR Contact: 03/21/2022 Data Release Frequency: Semi-Annually INDIAN ODI: Report on the Status of Open Dumps on Indian Lands Location of open dumps on Indian land. TC6833899.2s Page GR-10 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/31/1998 Date Data Arrived at EDR: 12/03/2007 Date Made Active in Reports: 01/24/2008 Number of Days to Update: 52 Source: Environmental Protection Agency Telephone: 703-308-8245 Last EDR Contact: 01/24/2022 Next Scheduled EDR Contact: 05/09/2022 Data Release Frequency: Varies DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside County and northern Imperial County, California. Date of Government Version: 01/12/2009 Date Data Arrived at EDR: 05/07/2009 Date Made Active in Reports: 09/21/2009 Number of Days to Update: 137 Source: EPA, Region 9 Telephone: 415-947-4219 Last EDR Contact: 01/13/2022 Next Scheduled EDR Contact: 05/02/2022 Data Release Frequency: No Update Planned ODI: Open Dump Inventory An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258 Subtitle D Criteria. Date of Government Version: 06/30/1985 Date Data Arrived at EDR: 08/09/2004 Date Made Active in Reports: 09/17/2004 Number of Days to Update: 39 Source: Environmental Protection Agency Telephone: 800-424-9346 Last EDR Contact: 06/09/2004 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned IHS OPEN DUMPS: Open Dumps on Indian Land A listing of all open dumps located on Indian Land in the United States. Date of Government Version: 04/01/2014 Date Data Arrived at EDR: 08/06/2014 Date Made Active in Reports: 01/29/2015 Number of Days to Update: 176 Source: Department of Health & Human Serivces, Indian Health Service Telephone: 301-443-1452 Last EDR Contact: 10/28/2021 Next Scheduled EDR Contact: 02/07/2022 Data Release Frequency: Varies DENVER CO HISTORIC FILL: Denver City & County Historic Fill Areas This dataset denotes the approximate locations of historical fill areas within the City and County of Denver (CCoD) and with within approximately three-quarters of a mile of the CCoD boundaries. The data is of a general nature and obtained from historic and current documents that may not be accurate or precise. Date of Government Version: 12/17/2019 Date Data Arrived at EDR: 01/07/2020 Date Made Active in Reports: 03/13/2020 Number of Days to Update: 66 Source: City & County of Denver Telephone: 720-913-5237 Last EDR Contact: 01/07/2022 Next Scheduled EDR Contact: 04/18/2022 Data Release Frequency: No Update Planned Local Lists of Hazardous waste / Contaminated Sites US HIST CDL: National Clandestine Laboratory Register A listing of clandestine drug lab locations that have been removed from the DEAs National Clandestine Laboratory Register. Date of Government Version: 05/18/2021 Date Data Arrived at EDR: 05/18/2021 Date Made Active in Reports: 08/03/2021 Number of Days to Update: 77 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 11/16/2021 Next Scheduled EDR Contact: 03/07/2022 Data Release Frequency: No Update Planned CDL: Meth Lab Locations Meth lab locations that were reported to the Department of Public Health & Environment. TC6833899.2s Page GR-11 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 09/15/2021 Date Data Arrived at EDR: 09/28/2021 Date Made Active in Reports: 12/15/2021 Number of Days to Update: 78 Source: Department of Public Health and Environment Telephone: 303-692-3023 Last EDR Contact: 01/07/2022 Next Scheduled EDR Contact: 04/11/2022 Data Release Frequency: Quarterly US CDL: Clandestine Drug Labs A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments. Date of Government Version: 05/18/2021 Date Data Arrived at EDR: 05/18/2021 Date Made Active in Reports: 08/03/2021 Number of Days to Update: 77 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 11/16/2021 Next Scheduled EDR Contact: 03/07/2022 Data Release Frequency: Quarterly PFAS: PFAS Information Listing A list of entities that have tested groundwater and have found PFAS chemicals, specifically PFOA and PFOS, levels above the health advisory. Potential sources of these chemicals include military bases, fire stations or training centers, landfills, industrial sites, car racetracks, and ski resorts. Date of Government Version: 12/08/2020 Date Data Arrived at EDR: 01/05/2021 Date Made Active in Reports: 10/28/2021 Number of Days to Update: 296 Source: Department of Public Health & Environment Telephone: 303-692-3605 Last EDR Contact: 01/07/2022 Next Scheduled EDR Contact: 04/18/2022 Data Release Frequency: Varies Local Land Records LIENS 2: CERCLA Lien Information A Federal CERCLA (’Superfund’) lien can exist by operation of law at any site or property at which EPA has spent Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. Date of Government Version: 10/20/2021 Date Data Arrived at EDR: 11/05/2021 Date Made Active in Reports: 11/29/2021 Number of Days to Update: 24 Source: Environmental Protection Agency Telephone: 202-564-6023 Last EDR Contact: 01/13/2022 Next Scheduled EDR Contact: 04/11/2022 Data Release Frequency: Semi-Annually Records of Emergency Release Reports HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version: 09/12/2021 Date Data Arrived at EDR: 09/13/2021 Date Made Active in Reports: 09/28/2021 Number of Days to Update: 15 Source: U.S. Department of Transportation Telephone: 202-366-4555 Last EDR Contact: 12/16/2021 Next Scheduled EDR Contact: 04/04/2022 Data Release Frequency: Quarterly SPILLS 2: Spills A listing of spills reported to the Oil & Gas Conservation Commission Date of Government Version: 09/07/2021 Date Data Arrived at EDR: 09/21/2021 Date Made Active in Reports: 12/08/2021 Number of Days to Update: 78 Source: Oil & Gas Conservation Commission Telephone: 303-894-2100 Last EDR Contact: 12/16/2021 Next Scheduled EDR Contact: 04/04/2022 Data Release Frequency: Quarterly TC6833899.2s Page GR-12 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CO ERNS: Spills Database State reported spills. Date of Government Version: 09/15/2021 Date Data Arrived at EDR: 09/28/2021 Date Made Active in Reports: 12/15/2021 Number of Days to Update: 78 Source: Department of Public Health and Environmental Telephone: 303-692-2000 Last EDR Contact: 01/07/2022 Next Scheduled EDR Contact: 04/11/2022 Data Release Frequency: Quarterly SPILLS 90: SPILLS90 data from FirstSearch Spills 90 includes those spill and release records available exclusively from FirstSearch databases. Typically, they may include chemical, oil and/or hazardous substance spills recorded after 1990. Duplicate records that are already included in EDR incident and release records are not included in Spills 90. Date of Government Version: 10/15/2012 Date Data Arrived at EDR: 01/03/2013 Date Made Active in Reports: 02/06/2013 Number of Days to Update: 34 Source: FirstSearch Telephone: N/A Last EDR Contact: 01/03/2013 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned Other Ascertainable Records RCRA NonGen / NLR: RCRA - Non Generators / No Longer Regulated RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste. Date of Government Version: 09/13/2021 Date Data Arrived at EDR: 09/15/2021 Date Made Active in Reports: 10/12/2021 Number of Days to Update: 27 Source: Environmental Protection Agency Telephone: 303-312-6149 Last EDR Contact: 12/17/2021 Next Scheduled EDR Contact: 04/04/2022 Data Release Frequency: Quarterly FUDS: Formerly Used Defense Sites The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers is actively working or will take necessary cleanup actions. Date of Government Version: 08/10/2021 Date Data Arrived at EDR: 08/17/2021 Date Made Active in Reports: 10/22/2021 Number of Days to Update: 66 Source: U.S. Army Corps of Engineers Telephone: 202-528-4285 Last EDR Contact: 11/16/2021 Next Scheduled EDR Contact: 02/28/2022 Data Release Frequency: Varies DOD: Department of Defense Sites This data set consists of federally owned or administered lands, administered by the Department of Defense, that have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 11/10/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 62 Source: USGS Telephone: 888-275-8747 Last EDR Contact: 01/14/2022 Next Scheduled EDR Contact: 04/25/2022 Data Release Frequency: Semi-Annually FEDLAND: Federal and Indian Lands Federally and Indian administrated lands of the United States. Lands included are administrated by: Army Corps of Engineers, Bureau of Reclamation, National Wild and Scenic River, National Wildlife Refuge, Public Domain Land, Wilderness, Wilderness Study Area, Wildlife Management Area, Bureau of Indian Affairs, Bureau of Land Management, Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service. TC6833899.2s Page GR-13 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 04/02/2018 Date Data Arrived at EDR: 04/11/2018 Date Made Active in Reports: 11/06/2019 Number of Days to Update: 574 Source: U.S. Geological Survey Telephone: 888-275-8747 Last EDR Contact: 01/07/2022 Next Scheduled EDR Contact: 04/18/2022 Data Release Frequency: N/A SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing The State Coalition for Remediation of Drycleaners was established in 1998, with support from the U.S. EPA Office of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established drycleaner remediation programs. Currently the member states are Alabama, Connecticut, Florida, Illinois, Kansas, Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin. Date of Government Version: 01/01/2017 Date Data Arrived at EDR: 02/03/2017 Date Made Active in Reports: 04/07/2017 Number of Days to Update: 63 Source: Environmental Protection Agency Telephone: 615-532-8599 Last EDR Contact: 11/08/2021 Next Scheduled EDR Contact: 02/21/2022 Data Release Frequency: Varies US FIN ASSUR: Financial Assurance Information All owners and operators of facilities that treat, store, or dispose of hazardous waste are required to provide proof that they will have sufficient funds to pay for the clean up, closure, and post-closure care of their facilities. Date of Government Version: 09/13/2021 Date Data Arrived at EDR: 09/15/2021 Date Made Active in Reports: 09/28/2021 Number of Days to Update: 13 Source: Environmental Protection Agency Telephone: 202-566-1917 Last EDR Contact: 12/17/2021 Next Scheduled EDR Contact: 04/04/2022 Data Release Frequency: Quarterly EPA WATCH LIST: EPA WATCH LIST EPA maintains a "Watch List" to facilitate dialogue between EPA, state and local environmental agencies on enforcement matters relating to facilities with alleged violations identified as either significant or high priority. Being on the Watch List does not mean that the facility has actually violated the law only that an investigation by EPA or a state or local environmental agency has led those organizations to allege that an unproven violation has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged violations that were detected, but instead indicates cases requiring additional dialogue between EPA, state and local agencies - primarily because of the length of time the alleged violation has gone unaddressed or unresolved. Date of Government Version: 08/30/2013 Date Data Arrived at EDR: 03/21/2014 Date Made Active in Reports: 06/17/2014 Number of Days to Update: 88 Source: Environmental Protection Agency Telephone: 617-520-3000 Last EDR Contact: 11/01/2021 Next Scheduled EDR Contact: 02/14/2022 Data Release Frequency: Quarterly 2020 COR ACTION: 2020 Corrective Action Program List The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action Universe. This RCRA cleanup baseline includes facilities expected to need corrective action. The 2020 universe contains a wide variety of sites. Some properties are heavily contaminated while others were contaminated but have since been cleaned up. Still others have not been fully investigated yet, and may require little or no remediation. Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations. Date of Government Version: 09/30/2017 Date Data Arrived at EDR: 05/08/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 73 Source: Environmental Protection Agency Telephone: 703-308-4044 Last EDR Contact: 11/05/2021 Next Scheduled EDR Contact: 02/14/2022 Data Release Frequency: Varies TSCA: Toxic Substances Control Act Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant site. TC6833899.2s Page GR-14 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/31/2016 Date Data Arrived at EDR: 06/17/2020 Date Made Active in Reports: 09/10/2020 Number of Days to Update: 85 Source: EPA Telephone: 202-260-5521 Last EDR Contact: 12/17/2021 Next Scheduled EDR Contact: 03/28/2022 Data Release Frequency: Every 4 Years TRIS: Toxic Chemical Release Inventory System Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and land in reportable quantities under SARA Title III Section 313. Date of Government Version: 12/31/2018 Date Data Arrived at EDR: 08/14/2020 Date Made Active in Reports: 11/04/2020 Number of Days to Update: 82 Source: EPA Telephone: 202-566-0250 Last EDR Contact: 11/16/2021 Next Scheduled EDR Contact: 02/28/2022 Data Release Frequency: Annually SSTS: Section 7 Tracking Systems Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March 1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices being produced, and those having been produced and sold or distributed in the past year. Date of Government Version: 10/18/2021 Date Data Arrived at EDR: 10/20/2021 Date Made Active in Reports: 01/10/2022 Number of Days to Update: 82 Source: EPA Telephone: 202-564-4203 Last EDR Contact: 01/19/2022 Next Scheduled EDR Contact: 05/02/2022 Data Release Frequency: Annually ROD: Records Of Decision Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical and health information to aid in the cleanup. Date of Government Version: 10/20/2021 Date Data Arrived at EDR: 11/05/2021 Date Made Active in Reports: 11/29/2021 Number of Days to Update: 24 Source: EPA Telephone: 703-416-0223 Last EDR Contact: 12/01/2021 Next Scheduled EDR Contact: 03/14/2022 Data Release Frequency: Annually RMP: Risk Management Plans When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance for chemical accident prevention at facilities using extremely hazardous substances. The Risk Management Program Rule (RMP Rule) was written to implement Section 112(r) of these amendments. The rule, which built upon existing industry codes and standards, requires companies of all sizes that use certain flammable and toxic substances to develop a Risk Management Program, which includes a(n): Hazard assessment that details the potential effects of an accidental release, an accident history of the last five years, and an evaluation of worst-case and alternative accidental releases; Prevention program that includes safety precautions and maintenance, monitoring, and employee training measures; and Emergency response program that spells out emergency health care, employee training measures and procedures for informing the public and response agencies (e.g the fire department) should an accident occur. Date of Government Version: 10/20/2021 Date Data Arrived at EDR: 11/05/2021 Date Made Active in Reports: 11/12/2021 Number of Days to Update: 7 Source: Environmental Protection Agency Telephone: 202-564-8600 Last EDR Contact: 01/18/2022 Next Scheduled EDR Contact: 05/02/2022 Data Release Frequency: Varies RAATS: RCRA Administrative Action Tracking System RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources made it impossible to continue to update the information contained in the database. TC6833899.2s Page GR-15 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 04/17/1995 Date Data Arrived at EDR: 07/03/1995 Date Made Active in Reports: 08/07/1995 Number of Days to Update: 35 Source: EPA Telephone: 202-564-4104 Last EDR Contact: 06/02/2008 Next Scheduled EDR Contact: 09/01/2008 Data Release Frequency: No Update Planned PRP: Potentially Responsible Parties A listing of verified Potentially Responsible Parties Date of Government Version: 10/20/2021 Date Data Arrived at EDR: 11/05/2021 Date Made Active in Reports: 12/15/2021 Number of Days to Update: 40 Source: EPA Telephone: 202-564-6023 Last EDR Contact: 01/13/2022 Next Scheduled EDR Contact: 02/14/2022 Data Release Frequency: Quarterly PADS: PCB Activity Database System PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers of PCB’s who are required to notify the EPA of such activities. Date of Government Version: 11/19/2020 Date Data Arrived at EDR: 01/08/2021 Date Made Active in Reports: 03/22/2021 Number of Days to Update: 73 Source: EPA Telephone: 202-566-0500 Last EDR Contact: 01/07/2022 Next Scheduled EDR Contact: 04/18/2022 Data Release Frequency: Annually ICIS: Integrated Compliance Information System The Integrated Compliance Information System (ICIS) supports the information needs of the national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES) program. Date of Government Version: 11/18/2016 Date Data Arrived at EDR: 11/23/2016 Date Made Active in Reports: 02/10/2017 Number of Days to Update: 79 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/29/2021 Next Scheduled EDR Contact: 04/18/2022 Data Release Frequency: Quarterly FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA/Office of Prevention, Pesticides and Toxic Substances Telephone: 202-566-1667 Last EDR Contact: 08/18/2017 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: No Update Planned FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA Telephone: 202-566-1667 Last EDR Contact: 08/18/2017 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: No Update Planned MLTS: Material Licensing Tracking System MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency, EDR contacts the Agency on a quarterly basis. TC6833899.2s Page GR-16 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 07/29/2021 Date Data Arrived at EDR: 08/24/2021 Date Made Active in Reports: 11/19/2021 Number of Days to Update: 87 Source: Nuclear Regulatory Commission Telephone: 301-415-7169 Last EDR Contact: 01/18/2022 Next Scheduled EDR Contact: 05/02/2022 Data Release Frequency: Quarterly COAL ASH DOE: Steam-Electric Plant Operation Data A listing of power plants that store ash in surface ponds. Date of Government Version: 12/31/2019 Date Data Arrived at EDR: 12/01/2020 Date Made Active in Reports: 02/09/2021 Number of Days to Update: 70 Source: Department of Energy Telephone: 202-586-8719 Last EDR Contact: 11/30/2021 Next Scheduled EDR Contact: 03/14/2022 Data Release Frequency: Varies COAL ASH EPA: Coal Combustion Residues Surface Impoundments List A listing of coal combustion residues surface impoundments with high hazard potential ratings. Date of Government Version: 01/12/2017 Date Data Arrived at EDR: 03/05/2019 Date Made Active in Reports: 11/11/2019 Number of Days to Update: 251 Source: Environmental Protection Agency Telephone: N/A Last EDR Contact: 12/02/2021 Next Scheduled EDR Contact: 03/14/2022 Data Release Frequency: Varies PCB TRANSFORMER: PCB Transformer Registration Database The database of PCB transformer registrations that includes all PCB registration submittals. Date of Government Version: 09/13/2019 Date Data Arrived at EDR: 11/06/2019 Date Made Active in Reports: 02/10/2020 Number of Days to Update: 96 Source: Environmental Protection Agency Telephone: 202-566-0517 Last EDR Contact: 11/05/2021 Next Scheduled EDR Contact: 02/14/2022 Data Release Frequency: Varies RADINFO: Radiation Information Database The Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S. Environmental Protection Agency (EPA) regulations for radiation and radioactivity. Date of Government Version: 07/01/2019 Date Data Arrived at EDR: 07/01/2019 Date Made Active in Reports: 09/23/2019 Number of Days to Update: 84 Source: Environmental Protection Agency Telephone: 202-343-9775 Last EDR Contact: 12/27/2021 Next Scheduled EDR Contact: 04/11/2022 Data Release Frequency: Quarterly HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2007 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. TC6833899.2s Page GR-17 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2008 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned DOT OPS: Incident and Accident Data Department of Transporation, Office of Pipeline Safety Incident and Accident data. Date of Government Version: 01/02/2020 Date Data Arrived at EDR: 01/28/2020 Date Made Active in Reports: 04/17/2020 Number of Days to Update: 80 Source: Department of Transporation, Office of Pipeline Safety Telephone: 202-366-4595 Last EDR Contact: 01/24/2022 Next Scheduled EDR Contact: 05/08/2022 Data Release Frequency: Quarterly CONSENT: Superfund (CERCLA) Consent Decrees Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released periodically by United States District Courts after settlement by parties to litigation matters. Date of Government Version: 09/30/2021 Date Data Arrived at EDR: 10/13/2021 Date Made Active in Reports: 01/10/2022 Number of Days to Update: 89 Source: Department of Justice, Consent Decree Library Telephone: Varies Last EDR Contact: 01/03/2022 Next Scheduled EDR Contact: 04/18/2022 Data Release Frequency: Varies BRS: Biennial Reporting System The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG) and Treatment, Storage, and Disposal Facilities. Date of Government Version: 12/31/2019 Date Data Arrived at EDR: 09/15/2021 Date Made Active in Reports: 12/14/2021 Number of Days to Update: 90 Source: EPA/NTIS Telephone: 800-424-9346 Last EDR Contact: 12/17/2021 Next Scheduled EDR Contact: 04/04/2022 Data Release Frequency: Biennially INDIAN RESERV: Indian Reservations This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres. Date of Government Version: 12/31/2014 Date Data Arrived at EDR: 07/14/2015 Date Made Active in Reports: 01/10/2017 Number of Days to Update: 546 Source: USGS Telephone: 202-208-3710 Last EDR Contact: 01/04/2022 Next Scheduled EDR Contact: 04/18/2022 Data Release Frequency: Semi-Annually FUSRAP: Formerly Utilized Sites Remedial Action Program DOE established the Formerly Utilized Sites Remedial Action Program (FUSRAP) in 1974 to remediate sites where radioactive contamination remained from Manhattan Project and early U.S. Atomic Energy Commission (AEC) operations. Date of Government Version: 07/26/2021 Date Data Arrived at EDR: 07/27/2021 Date Made Active in Reports: 10/22/2021 Number of Days to Update: 87 Source: Department of Energy Telephone: 202-586-3559 Last EDR Contact: 11/01/2021 Next Scheduled EDR Contact: 02/14/2022 Data Release Frequency: Varies UMTRA: Uranium Mill Tailings Sites Uranium ore was mined by private companies for federal government use in national defense programs. When the mills shut down, large piles of the sand-like material (mill tailings) remain after uranium has been extracted from the ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailings were used as construction materials before the potential health hazards of the tailings were recognized. TC6833899.2s Page GR-18 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 08/30/2019 Date Data Arrived at EDR: 11/15/2019 Date Made Active in Reports: 01/28/2020 Number of Days to Update: 74 Source: Department of Energy Telephone: 505-845-0011 Last EDR Contact: 12/09/2021 Next Scheduled EDR Contact: 02/28/2022 Data Release Frequency: Varies LEAD SMELTER 1: Lead Smelter Sites A listing of former lead smelter site locations. Date of Government Version: 10/20/2021 Date Data Arrived at EDR: 11/05/2021 Date Made Active in Reports: 11/29/2021 Number of Days to Update: 24 Source: Environmental Protection Agency Telephone: 703-603-8787 Last EDR Contact: 01/13/2022 Next Scheduled EDR Contact: 04/11/2022 Data Release Frequency: Varies LEAD SMELTER 2: Lead Smelter Sites A list of several hundred sites in the U.S. where secondary lead smelting was done from 1931and 1964. These sites may pose a threat to public health through ingestion or inhalation of contaminated soil or dust Date of Government Version: 04/05/2001 Date Data Arrived at EDR: 10/27/2010 Date Made Active in Reports: 12/02/2010 Number of Days to Update: 36 Source: American Journal of Public Health Telephone: 703-305-6451 Last EDR Contact: 12/02/2009 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned US AIRS (AFS): Aerometric Information Retrieval System Facility Subsystem (AFS) The database is a sub-system of Aerometric Information Retrieval System (AIRS). AFS contains compliance data on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies. This information comes from source reports by various stationary sources of air pollution, such as electric power plants, steel mills, factories, and universities, and provides information about the air pollutants they produce. Action, air program, air program pollutant, and general level plant data. It is used to track emissions and compliance data from industrial plants. Date of Government Version: 10/12/2016 Date Data Arrived at EDR: 10/26/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 100 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 09/26/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Annually US AIRS MINOR: Air Facility System Data A listing of minor source facilities. Date of Government Version: 10/12/2016 Date Data Arrived at EDR: 10/26/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 100 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 09/26/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Annually MINES VIOLATIONS: MSHA Violation Assessment Data Mines violation and assessment information. Department of Labor, Mine Safety & Health Administration. Date of Government Version: 06/30/2021 Date Data Arrived at EDR: 07/01/2021 Date Made Active in Reports: 09/28/2021 Number of Days to Update: 89 Source: DOL, Mine Safety & Health Admi Telephone: 202-693-9424 Last EDR Contact: 12/20/2021 Next Scheduled EDR Contact: 03/14/2022 Data Release Frequency: Quarterly US MINES: Mines Master Index File Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes violation information. TC6833899.2s Page GR-19 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 08/09/2021 Date Data Arrived at EDR: 08/24/2021 Date Made Active in Reports: 11/19/2021 Number of Days to Update: 87 Source: Department of Labor, Mine Safety and Health Administration Telephone: 303-231-5959 Last EDR Contact: 11/22/2021 Next Scheduled EDR Contact: 03/07/2022 Data Release Frequency: Semi-Annually US MINES 2: Ferrous and Nonferrous Metal Mines Database Listing This map layer includes ferrous (ferrous metal mines are facilities that extract ferrous metals, such as iron ore or molybdenum) and nonferrous (Nonferrous metal mines are facilities that extract nonferrous metals, such as gold, silver, copper, zinc, and lead) metal mines in the United States. Date of Government Version: 05/06/2020 Date Data Arrived at EDR: 05/27/2020 Date Made Active in Reports: 08/13/2020 Number of Days to Update: 78 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 11/22/2021 Next Scheduled EDR Contact: 03/07/2022 Data Release Frequency: Varies US MINES 3: Active Mines & Mineral Plants Database Listing Active Mines and Mineral Processing Plant operations for commodities monitored by the Minerals Information Team of the USGS. Date of Government Version: 04/14/2011 Date Data Arrived at EDR: 06/08/2011 Date Made Active in Reports: 09/13/2011 Number of Days to Update: 97 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 11/22/2021 Next Scheduled EDR Contact: 03/07/2022 Data Release Frequency: Varies ABANDONED MINES: Abandoned Mines An inventory of land and water impacted by past mining (primarily coal mining) is maintained by OSMRE to provide information needed to implement the Surface Mining Control and Reclamation Act of 1977 (SMCRA). The inventory contains information on the location, type, and extent of AML impacts, as well as, information on the cost associated with the reclamation of those problems. The inventory is based upon field surveys by State, Tribal, and OSMRE program officials. It is dynamic to the extent that it is modified as new problems are identified and existing problems are reclaimed. Date of Government Version: 09/14/2021 Date Data Arrived at EDR: 09/15/2021 Date Made Active in Reports: 12/15/2021 Number of Days to Update: 91 Source: Department of Interior Telephone: 202-208-2609 Last EDR Contact: 12/14/2021 Next Scheduled EDR Contact: 03/21/2022 Data Release Frequency: Quarterly FINDS: Facility Index System/Facility Registry System Facility Index System. FINDS contains both facility information and ’pointers’ to other sources that contain more detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System). Date of Government Version: 05/05/2021 Date Data Arrived at EDR: 05/18/2021 Date Made Active in Reports: 08/17/2021 Number of Days to Update: 91 Source: EPA Telephone: (303) 312-6312 Last EDR Contact: 11/22/2021 Next Scheduled EDR Contact: 03/14/2022 Data Release Frequency: Quarterly UXO: Unexploded Ordnance Sites A listing of unexploded ordnance site locations Date of Government Version: 12/31/2018 Date Data Arrived at EDR: 07/02/2020 Date Made Active in Reports: 09/17/2020 Number of Days to Update: 77 Source: Department of Defense Telephone: 703-704-1564 Last EDR Contact: 01/11/2022 Next Scheduled EDR Contact: 04/25/2022 Data Release Frequency: Varies TC6833899.2s Page GR-20 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING DOCKET HWC: Hazardous Waste Compliance Docket Listing A complete list of the Federal Agency Hazardous Waste Compliance Docket Facilities. Date of Government Version: 05/06/2021 Date Data Arrived at EDR: 05/21/2021 Date Made Active in Reports: 08/11/2021 Number of Days to Update: 82 Source: Environmental Protection Agency Telephone: 202-564-0527 Last EDR Contact: 11/23/2021 Next Scheduled EDR Contact: 03/07/2022 Data Release Frequency: Varies ECHO: Enforcement & Compliance History Information ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide. Date of Government Version: 01/01/2022 Date Data Arrived at EDR: 01/04/2022 Date Made Active in Reports: 01/10/2022 Number of Days to Update: 6 Source: Environmental Protection Agency Telephone: 202-564-2280 Last EDR Contact: 01/04/2022 Next Scheduled EDR Contact: 04/18/2022 Data Release Frequency: Quarterly FUELS PROGRAM: EPA Fuels Program Registered Listing This listing includes facilities that are registered under the Part 80 (Code of Federal Regulations) EPA Fuels Programs. All companies now are required to submit new and updated registrations. Date of Government Version: 08/13/2021 Date Data Arrived at EDR: 08/13/2021 Date Made Active in Reports: 10/22/2021 Number of Days to Update: 70 Source: EPA Telephone: 800-385-6164 Last EDR Contact: 11/15/2021 Next Scheduled EDR Contact: 02/28/2022 Data Release Frequency: Quarterly AIRS: Permitted Facility & Emissions Listing A listing of Air Pollution Control Division permits and emissions data. Date of Government Version: 08/30/2021 Date Data Arrived at EDR: 09/01/2021 Date Made Active in Reports: 11/22/2021 Number of Days to Update: 82 Source: Department of Public Health & Environment Telephone: 303-692-3213 Last EDR Contact: 11/23/2021 Next Scheduled EDR Contact: 03/14/2022 Data Release Frequency: Varies ASBESTOS: Asbestos Abatement & Demolition Projects Asbestos abatement and demolition projects by the contractor. Date of Government Version: 11/06/2019 Date Data Arrived at EDR: 01/09/2020 Date Made Active in Reports: 03/16/2020 Number of Days to Update: 67 Source: Department of Public Health & Environment Telephone: 303-692-3100 Last EDR Contact: 11/01/2021 Next Scheduled EDR Contact: 02/14/2022 Data Release Frequency: Semi-Annually METHANE SITE: Methane Site Investigations - Jefferson County 1980 The objectives of the study are to define as closely as possible the boundaries of methane producing solid waste landfills. Date of Government Version: 12/31/1980 Date Data Arrived at EDR: 02/13/1995 Date Made Active in Reports: 04/04/1995 Number of Days to Update: 50 Source: Jefferson County Health Department Telephone: 303-239-7175 Last EDR Contact: 01/27/1995 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned METHANE INVESTIGATION: Methane Gas & Swamp Findings The primary objective of this study was to assess methane gas related hazards at selected landfill sites in Colorado. These sites were selected by the Colorado Department of Health following evaluation of responses received from County and Municipal agencies about completed and existing landfills within their jurisdiction. TC6833899.2s Page GR-21 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 03/15/1979 Date Data Arrived at EDR: 02/13/1995 Date Made Active in Reports: 04/04/1995 Number of Days to Update: 50 Source: Department of Health Telephone: 303-640-3335 Last EDR Contact: 01/27/1995 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned DRYCLEANERS: Drycleaner Facilities A listing of drycleaning facilities. Date of Government Version: 08/30/2021 Date Data Arrived at EDR: 09/01/2021 Date Made Active in Reports: 11/22/2021 Number of Days to Update: 82 Source: Department of Public Health & Environment Telephone: 303-692-3213 Last EDR Contact: 11/23/2021 Next Scheduled EDR Contact: 03/14/2022 Data Release Frequency: Varies Financial Assurance 1: Financial Assurance Information Listing A listing of financial assurance information for hazardous waste facilities. Financial assurance is intended to ensure that resources are available to pay for the cost of closure, post-closure care, and corrective measures if the owner or operator of a regulated facility is unable or unwilling to pay. Date of Government Version: 09/28/2021 Date Data Arrived at EDR: 09/30/2021 Date Made Active in Reports: 12/15/2021 Number of Days to Update: 76 Source: Department of Public Health & Environment Telephone: 303-692-3350 Last EDR Contact: 12/20/2021 Next Scheduled EDR Contact: 04/11/2022 Data Release Frequency: Varies Financial Assurance 2: Financial Assurance Information Listing A listing of financial assurance information for solid waste facilities. Financial assurance is intended to ensure that resources are available to pay for the cost of closure, post-closure care, and corrective measures if the owner or operator of a regulated facility is unable or unwilling to pay. Date of Government Version: 09/28/2021 Date Data Arrived at EDR: 09/30/2021 Date Made Active in Reports: 12/15/2021 Number of Days to Update: 76 Source: Department of Public Health & Environment Telephone: 303-392-3350 Last EDR Contact: 12/20/2021 Next Scheduled EDR Contact: 04/11/2022 Data Release Frequency: Quarterly LEAD: Lead Abatement Permit Listing Lead inspection Date of Government Version: 11/07/2019 Date Data Arrived at EDR: 11/14/2019 Date Made Active in Reports: 01/21/2020 Number of Days to Update: 68 Source: Department of Publich Health & Environment Telephone: 303-692-2000 Last EDR Contact: 11/01/2021 Next Scheduled EDR Contact: 02/14/2022 Data Release Frequency: Varies MINES: Permitted Mines Listing This dataset represents permitted mines in the State of Colorado Date of Government Version: 10/07/2021 Date Data Arrived at EDR: 10/08/2021 Date Made Active in Reports: 01/06/2022 Number of Days to Update: 90 Source: Division of Reclamation Mining and safety Telephone: 303-866-3567 Last EDR Contact: 01/11/2022 Next Scheduled EDR Contact: 04/25/2022 Data Release Frequency: Semi-Annually NPDES: Permitted Facility Listing A listing of permitted facilities from the Water Quality Control Division. Date of Government Version: 10/01/2021 Date Data Arrived at EDR: 10/26/2021 Date Made Active in Reports: 01/14/2022 Number of Days to Update: 80 Source: Department of Public Health & Environment Telephone: 303-692-3611 Last EDR Contact: 01/25/2022 Next Scheduled EDR Contact: 05/09/2022 Data Release Frequency: Varies TC6833899.2s Page GR-22 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING UIC: Underground Injection Control A list of underground injection wells and their locations. Date of Government Version: 08/30/2021 Date Data Arrived at EDR: 08/31/2021 Date Made Active in Reports: 11/22/2021 Number of Days to Update: 83 Source: Oil & Gas Conservation Commission Telephone: 303-894-2100 Last EDR Contact: 11/08/2021 Next Scheduled EDR Contact: 02/21/2022 Data Release Frequency: Varies UMTRA: Uranium Mill Tailings Sites There were nine uranium mill tailings sites in Colorado designated for cleanup under the federal Uranium Mill Tailings Radiation Control Act. These nine sites, know commonly as UMTRA sites, were remediated jointly by the State of Colorado and the U.S. Department of Energy during the late 1980’s and early 1990’s. Mill tailings were removed from 8 of the mill sites and relocated in engineered disposal cells. A disposal cell is designed to encapsulate the material, reduce radon emanation, and prevent the movement of water through the material. At one site, Maybell, CO, the tailings were stabilized in-place at the mill site. After remediation of the tailings was completed, the State and DOE began to investigate the residual impacts to groundwater at the mill sites. The groundwater phase of the UMTRA program is on-going. Date of Government Version: 11/23/2004 Date Data Arrived at EDR: 03/21/2007 Date Made Active in Reports: 05/02/2007 Number of Days to Update: 42 Source: Department of Public Health & Environment Telephone: 970-248-7164 Last EDR Contact: 11/11/2021 Next Scheduled EDR Contact: 02/28/2022 Data Release Frequency: Varies MINES MRDS: Mineral Resources Data System Mineral Resources Data System Date of Government Version: 04/06/2018 Date Data Arrived at EDR: 10/21/2019 Date Made Active in Reports: 10/24/2019 Number of Days to Update: 3 Source: USGS Telephone: 703-648-6533 Last EDR Contact: 11/23/2021 Next Scheduled EDR Contact: 03/07/2022 Data Release Frequency: Varies PCS ENF: Enforcement data No description is available for this data Date of Government Version: 12/31/2014 Date Data Arrived at EDR: 02/05/2015 Date Made Active in Reports: 03/06/2015 Number of Days to Update: 29 Source: EPA Telephone: 202-564-2497 Last EDR Contact: 12/29/2021 Next Scheduled EDR Contact: 04/18/2022 Data Release Frequency: Varies PCS INACTIVE: Listing of Inactive PCS Permits An inactive permit is a facility that has shut down or is no longer discharging. Date of Government Version: 11/05/2014 Date Data Arrived at EDR: 01/06/2015 Date Made Active in Reports: 05/06/2015 Number of Days to Update: 120 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 12/29/2021 Next Scheduled EDR Contact: 04/18/2022 Data Release Frequency: Semi-Annually PCS: Permit Compliance System PCS is a computerized management information system that contains data on National Pollutant Discharge Elimination System (NPDES) permit holding facilities. PCS tracks the permit, compliance, and enforcement status of NPDES facilities. Date of Government Version: 07/14/2011 Date Data Arrived at EDR: 08/05/2011 Date Made Active in Reports: 09/29/2011 Number of Days to Update: 55 Source: EPA, Office of Water Telephone: 202-564-2496 Last EDR Contact: 12/29/2021 Next Scheduled EDR Contact: 04/18/2022 Data Release Frequency: Semi-Annually TC6833899.2s Page GR-23 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP: EDR Proprietary Manufactured Gas Plants The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants) compiled by EDR’s researchers. Manufactured gas sites were used in the United States from the 1800’s to 1950’s to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production, such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds are potentially hazardous to human health and the environment. The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil and groundwater contamination. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned EDR Hist Auto: EDR Exclusive Historical Auto Stations EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR Hist Cleaner: EDR Exclusive Historical Cleaners EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include dry cleaning establishments. The categories reviewed included, but were not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry, wash & dry etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA LF: Recovered Government Archive Solid Waste Facilities List The EDR Recovered Government Archive Landfill database provides a list of landfills derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Public Health & Environment in Colorado. TC6833899.2s Page GR-24 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 01/15/2014 Number of Days to Update: 198 Source: Department of Public Health & Environment Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies RGA LUST: Recovered Government Archive Leaking Underground Storage Tank The EDR Recovered Government Archive Leaking Underground Storage Tank database provides a list of LUST incidents derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Labor and Employment, Oil Inspection Section in Colorado. Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 01/02/2014 Number of Days to Update: 185 Source: Department of Labor and Employment, Oil Inspection Section Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies COUNTY RECORDS ADAMS COUNTY: LF ADAMS: Summary Report on Methane Gas Hazards and Surveys Conducted on Domestic and Demolition Landfills in Adams County As of May 8, 1978, all known landfills or dumping sites in the Adams County area have been surveyed. Date of Government Version: 05/08/1978 Date Data Arrived at EDR: 02/16/1995 Date Made Active in Reports: 04/04/1995 Number of Days to Update: 47 Source: Tri-County Health Department Telephone: 303-761-1340 Last EDR Contact: 01/27/1995 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned ARAPAHOE COUNTY: LF ARAPAHOE: A Survey of Landfills in Arapahoe County A survey of Arapahoe County was conducted from August through November, 1977, of all open and closed landfills and dumpsites in the county. Each of the sites found was classified as domestic or demolition. Date of Government Version: 12/31/1978 Date Data Arrived at EDR: 02/16/1995 Date Made Active in Reports: 04/04/1995 Number of Days to Update: 47 Source: Tri-County Health Department Telephone: 303-761-1340 Last EDR Contact: 01/27/1995 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned BOULDER COUNTY: LF BOULDER: Old Landfill Sites Landfill sites in Boulder county. Date of Government Version: 05/01/1986 Date Data Arrived at EDR: 11/14/1995 Date Made Active in Reports: 12/07/1995 Number of Days to Update: 23 Source: Boulder County Health Department Telephone: 303-441-1182 Last EDR Contact: 01/30/1998 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned DENVER COUNTY: TC6833899.2s Page GR-25 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING LF DENVER: Landfills in Denver County Landfill sites in the city and county of Denver. Date of Government Version: 06/23/2017 Date Data Arrived at EDR: 06/23/2017 Date Made Active in Reports: 09/06/2017 Number of Days to Update: 75 Source: City and County of Denver Telephone: 720-913-4839 Last EDR Contact: 12/17/2021 Next Scheduled EDR Contact: 03/28/2022 Data Release Frequency: No Update Planned LF DENVER CO METHANE: Investigation of Methane Gas Hazards The purpose of this study was to assess the actual and potential generation, migration, explosive and related problem associated with specified old landfills, and to identify existing and potential problems, suggested strategies to prevent, abate, and control such problems and recommend investigative and monitoring functions as may be deemed necessary. Eight sites determined to be priorities due to population density and potential hazards to population and property were selected by the Colorado Department of Health. Date of Government Version: 01/01/1981 Date Data Arrived at EDR: 01/29/2013 Date Made Active in Reports: 03/08/2013 Number of Days to Update: 38 Source: City and County of Denver Department of Environmental Health Telephone: 720-865-5522 Last EDR Contact: 01/15/2013 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned DOUGLAS COUNTY: LF DOUGLAS: Douglas County Landfill Key Landfill sites in Douglas county. Date of Government Version: 06/12/1991 Date Data Arrived at EDR: 02/16/1995 Date Made Active in Reports: 04/04/1995 Number of Days to Update: 47 Source: Tri-County Health Department Telephone: 303-761-1340 Last EDR Contact: 01/27/1995 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned PUEBLO COUNTY: LF PUEBLO: Designated Disposal & Landfill Sites Only inert materials. Asphalt, cement, dirt & rock unless otherwise specified. These sites are no longer active. Date of Government Version: 04/30/1990 Date Data Arrived at EDR: 11/16/1995 Date Made Active in Reports: 12/07/1995 Number of Days to Update: 21 Source: Pueblo City-County Health Department Telephone: 719-583-4300 Last EDR Contact: 11/13/1995 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned TRI COUNTY: LF TRI: Tri-County Area Solid Waste Facilities List (Adams, Arapahoe and Douglas Counties) Closed Domestic Landfills in Adams County, Closed Domestic Landfills in Arapahoe County, Closed Demolition Landfills in Arapahoe County, Closed Domestic Landfills in Douglas County. Date of Government Version: 10/15/1983 Date Data Arrived at EDR: 02/16/1995 Date Made Active in Reports: 04/04/1995 Number of Days to Update: 47 Source: Tri-County Health Department Telephone: 303-761-1340 Last EDR Contact: 01/27/1995 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned WELD COUNTY: TC6833899.2s Page GR-26 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING LF WELD: Solid Waste Facilities in Weld County Solid Waste Facilities in Weld County. Date of Government Version: 01/16/2018 Date Data Arrived at EDR: 02/09/2018 Date Made Active in Reports: 02/23/2018 Number of Days to Update: 14 Source: Weld County Department of Public Health Telephone: 970-304-6415 Last EDR Contact: 11/05/2021 Next Scheduled EDR Contact: 02/14/2022 Data Release Frequency: No Update Planned OTHER DATABASE(S) Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report. CT MANIFEST: Hazardous Waste Manifest Data Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a tsd facility. Date of Government Version: 07/23/2021 Date Data Arrived at EDR: 08/10/2021 Date Made Active in Reports: 11/08/2021 Number of Days to Update: 90 Source: Department of Energy & Environmental Protection Telephone: 860-424-3375 Last EDR Contact: 11/12/2021 Next Scheduled EDR Contact: 02/21/2022 Data Release Frequency: No Update Planned NY MANIFEST: Facility and Manifest Data Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. Date of Government Version: 01/01/2019 Date Data Arrived at EDR: 10/29/2021 Date Made Active in Reports: 01/19/2022 Number of Days to Update: 82 Source: Department of Environmental Conservation Telephone: 518-402-8651 Last EDR Contact: 10/29/2021 Next Scheduled EDR Contact: 02/07/2022 Data Release Frequency: Quarterly PA MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 06/30/2018 Date Data Arrived at EDR: 07/19/2019 Date Made Active in Reports: 09/10/2019 Number of Days to Update: 53 Source: Department of Environmental Protection Telephone: 717-783-8990 Last EDR Contact: 01/10/2022 Next Scheduled EDR Contact: 04/25/2022 Data Release Frequency: Annually WI MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 05/31/2018 Date Data Arrived at EDR: 06/19/2019 Date Made Active in Reports: 09/03/2019 Number of Days to Update: 76 Source: Department of Natural Resources Telephone: N/A Last EDR Contact: 12/06/2021 Next Scheduled EDR Contact: 03/21/2022 Data Release Frequency: Annually Oil/Gas Pipelines Source: Endeavor Business Media Petroleum Bundle (Crude Oil, Refined Products, Petrochemicals, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)) N = Natural Gas Bundle (Natural Gas, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)). This map includes information copyrighted by Endeavor Business Media. This information is provided on a best effort basis and Endeavor Business Media does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of Endeavor Business Media. Electric Power Transmission Line Data Source: Endeavor Business Media This map includes information copyrighted by Endeavor Business Media. This information is provided on a best effort basis and Endeavor Business Media does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of Endeavor Business Media. TC6833899.2s Page GR-27 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers, and nursing homes - where individuals who are sensitive receptors are likely to be located. AHA Hospitals: Source: American Hospital Association, Inc. Telephone: 312-280-5991 The database includes a listing of hospitals based on the American Hospital Association’s annual survey of hospitals. Medical Centers: Provider of Services Listing Source: Centers for Medicare & Medicaid Services Telephone: 410-786-3000 A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services, a federal agency within the U.S. Department of Health and Human Services. Nursing Homes Source: National Institutes of Health Telephone: 301-594-6248 Information on Medicare and Medicaid certified nursing homes in the United States. Public Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on elementary and secondary public education in the United States. It is a comprehensive, annual, national statistical database of all public elementary and secondary schools and school districts, which contains data that are comparable across all states. Private Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on private school locations in the United States. Daycare Centers: Daycare Listing Source: Department of Human Services Telephone: 303-866-5958 Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone: 877-336-2627 Date of Government Version: 2003, 2015 NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. State Wetlands Data: Riparian Vegetation Data Source: Division of Wildlife Telephone: 970-416-3360 Current USGS 7.5 Minute Topographic Map Source: U.S. Geological Survey TC6833899.2s Page GR-28 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING STREET AND ADDRESS INFORMATION © 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC6833899.2s Page GR-29 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING TC6833899.2s Page A-1 geologic strata. of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics 2. Groundwater flow velocity. 1. Groundwater flow direction, and Assessment of the impact of contaminant migration generally has two principle investigative components: forming an opinion about the impact of potential contaminant migration. EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in 2019Version Date: 14202119 FRASER, COTarget Property Map: USGS TOPOGRAPHIC MAP 8562 ft. above sea levelElevation: 4422092.0UTM Y (Meters): 430278.1UTM X (Meters): Zone 13Universal Tranverse Mercator: 105.816156 - 105ˆ 48’ 58.16’’Longitude (West): 39.947976 - 39ˆ 56’ 52.71’’Latitude (North): TARGET PROPERTY COORDINATES FRASER, CO 80442 406 ZEREX STREET 406 ZEREX STREET & 315 FRASER AVENUE TARGET PROPERTY ADDRESS ®GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM® TC6833899.2s Page A-2 should be field verified. on a relative (not an absolute) basis. Relative elevation information between sites of close proximity Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated SURROUNDING TOPOGRAPHY: ELEVATION PROFILES El e v a t i o n ( f t ) El e v a t i o n ( f t ) TP TP 0 1/2 1 Miles✩Target Property Elevation: 8562 ft. North South West East 86 9 7 87 0 3 86 4 3 86 1 1 86 0 0 85 9 1 85 8 2 85 7 5 85 7 1 85 6 2 85 4 2 85 3 2 85 3 0 85 3 0 85 2 6 85 1 2 84 9 6 84 9 2 84 8 7 86 5 6 86 4 3 86 3 2 86 2 1 86 0 0 85 8 6 85 7 8 85 7 4 85 6 6 85 6 2 85 4 0 85 5 5 86 2 6 86 9 0 86 9 7 87 1 1 87 4 0 87 8 2 88 0 9 General NNEGeneral Topographic Gradient: TARGET PROPERTY TOPOGRAPHY should contamination exist on the target property, what downgradient sites might be impacted. assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to TOPOGRAPHIC INFORMATION collected on nearby properties, and regional groundwater flow information (from deep aquifers). sources of information, such as surface topographic information, hydrologic information, hydrogeologic data using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other Groundwater flow direction for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW DIRECTION INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6833899.2s Page A-3 Not Reported GENERAL DIRECTIONLOCATION GROUNDWATER FLOWFROM TPMAP ID hydrogeologically, and the depth to water table. authorities at select sites and has extracted the date of the report, groundwater flow direction as determined flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater AQUIFLOW® Search Radius: 1.000 Mile. contamination exist on the target property, what downgradient sites might be impacted. environmental professional in forming an opinion about the impact of nearby contaminated properties or, should of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator HYDROGEOLOGIC INFORMATION YES - refer to the Overview Map and Detail MapNOT AVAILABLE NATIONAL WETLAND INVENTORY NWI Electronic Data CoverageNWI Quad at Target Property FEMA FIRM Flood data08049C0991C FEMA FIRM Flood data08049C0983C Additional Panels in search area:FEMA Source Type FEMA FIRM Flood data08049C0979C Flood Plain Panel at Target Property FEMA Source Type FEMA FLOOD ZONE and bodies of water). Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways contamination exist on the target property, what downgradient sites might be impacted. the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist HYDROLOGIC INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6833899.2s Page A-4 Map, USGS Digital Data Series DDS - 11 (1994). of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Continental DepositsCategory:CenozoicEra: TertiarySystem: MioceneSeries: TmcCode: (decoded above as Era, System & Series) at which contaminant migration may be occurring. Geologic information can be used by the environmental professional in forming an opinion about the relative speed GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW VELOCITY INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 2 1 1 3 1 0 1/16 1/8 1/4 Miles TC6833899.2s Page A-6 Min: 6.1 Max: 7.8 Min: 141.14 Max: 705 Gravel. Poorly Graded Clean gravels, SOILS, Gravels, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granular sand very gravelly59 inches22 inches 3 Min: 6.1 Max: 7.8 Min: 141.14 Max: 705 Gravel. Poorly Graded Clean gravels, SOILS, Gravels, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granular loamy sand very gravelly22 inches14 inches 2 Min: 6.1 Max: 7.8 Min: 141.14 Max: 705 Gravel. Poorly Graded Clean gravels, SOILS, Gravels, COARSE-GRAINED Sand. Gravel and Fragments, 200), Stone passing No. pct. or less materials (35 Granular loam gravelly sandy14 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: ModerateCorrosion Potential - Uncoated Steel: Hydric Status: Not hydric Somewhat excessively drainedSoil Drainage Class: excessively drained sands and gravels. Class A - High infiltration rates. Soils are deep, well drained toHydrologic Group: gravelly sandy loamSoil Surface Texture: TineSoil Component Name: Soil Map ID: 1 in a landscape. The following information is based on Soil Conservation Service SSURGO data. for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6833899.2s Page A-7 Soil Drainage Class: water table, or are shallow to an impervious layer. Class D - Very slow infiltration rates. Soils are clayey, have a highHydrologic Group: variableSoil Surface Texture: WaterSoil Component Name: Soil Map ID: 3 Min: 6.6 Max: 7.8 Min: 42.34 Max: 141.14 Gravel fines, Silty Gravels with SOILS, Gravels, COARSE-GRAINED Soils. 200), Clayey passing No. than 35 pct. Materials (more Silt-Clay sand gravelly loamy extremely59 inches20 inches 2 Min: 6.6 Max: 7.8 Min: 42.34 Max: 141.14 Gravel fines, Silty Gravels with SOILS, Gravels, COARSE-GRAINED Soils. 200), Clayey passing No. than 35 pct. Materials (more Silt-Clayvariable20 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) > 46 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: ModerateCorrosion Potential - Uncoated Steel: Hydric Status: All hydric Poorly drainedSoil Drainage Class: water table, or are shallow to an impervious layer. Class D - Very slow infiltration rates. Soils are clayey, have a highHydrologic Group: variableSoil Surface Texture: Cumulic CryaquollsSoil Component Name: Soil Map ID: 2 ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6833899.2s Page A-8 0 - 1/8 Mile SSECO8000000098428 A1 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID Note: PWS System location is not always the same as well location. 1/8 - 1/4 Mile SSWCO0225134 34 FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION FROM TPWELL IDMAP ID 1/2 - 1 Mile WestUSGS40000214707 AY229 1/2 - 1 Mile NWUSGS40000214868 AW186 1/2 - 1 Mile SEUSGS40000214500 AU180 1/2 - 1 Mile WestUSGS40000214706 AL151 1/4 - 1/2 Mile NNEUSGS40000214772 F44 1/8 - 1/4 Mile SEUSGS40000214653 D26 1/8 - 1/4 Mile SSEUSGS40000214718 D16 FEDERAL USGS WELL INFORMATION LOCATION FROM TPWELL IDMAP ID 1.000State Database Nearest PWS within 1 mileFederal FRDS PWS 1.000Federal USGS WELL SEARCH DISTANCE INFORMATION SEARCH DISTANCE (miles)DATABASE opinion about the impact of contaminant migration on nearby drinking water wells. professional in assessing sources that may impact ground water flow direction, and in forming an EDR Local/Regional Water Agency records provide water well information to assist the environmental LOCAL / REGIONAL WATER AGENCY RECORDS No Layer Information available. > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: Not ReportedCorrosion Potential - Uncoated Steel: Hydric Status: Partially hydric ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6833899.2s Page A-9 1/4 - 1/2 Mile ESECO8000000545016 K57 1/4 - 1/2 Mile ESECO8000000545034 K56 1/4 - 1/2 Mile ESECO8000000017440 K55 1/4 - 1/2 Mile ESECO8000000193441 J54 1/4 - 1/2 Mile ESECO8000000544896 J53 1/4 - 1/2 Mile ESECO8000000313365 J52 1/4 - 1/2 Mile SSECO8000000546086 51 1/4 - 1/2 Mile ESECO8000000141731 J50 1/4 - 1/2 Mile ESECO8000000193442 J49 1/4 - 1/2 Mile NNECO8000000218516 H48 1/4 - 1/2 Mile NNECO8000000194031 H47 1/4 - 1/2 Mile NNECO8000000138220 H46 1/4 - 1/2 Mile NNECO8000000031227 H45 1/4 - 1/2 Mile NNECO8000000365601 H43 1/4 - 1/2 Mile NNECO8000000357541 H42 1/8 - 1/4 Mile ESECO8000000092922 G41 1/8 - 1/4 Mile NNECO8000000124271 F40 1/8 - 1/4 Mile SSECO8000000545180 I39 1/8 - 1/4 Mile ESECO8000000017438 G38 1/8 - 1/4 Mile SSECO8000000218515 I37 1/8 - 1/4 Mile ESECO8000000205904 G36 1/8 - 1/4 Mile NorthCO8000000146723 H35 1/8 - 1/4 Mile ESECO8000000545113 G33 1/8 - 1/4 Mile NNWCO8000000124270 32 1/8 - 1/4 Mile NNECO8000000545181 F31 1/8 - 1/4 Mile NNECO8000000194030 F30 1/8 - 1/4 Mile NNECO8000000031228 F29 1/8 - 1/4 Mile NNECO8000000357542 F28 1/8 - 1/4 Mile SECO8000000031229 D27 1/8 - 1/4 Mile NorthCO8000000124268 B25 1/8 - 1/4 Mile NNECO8000000054451 B24 1/8 - 1/4 Mile NNECO8000000032022 B23 1/8 - 1/4 Mile NNECO8000000138218 B22 1/8 - 1/4 Mile ENECO8000000278891 E21 1/8 - 1/4 Mile ENECO8000000194029 E20 1/8 - 1/4 Mile ENECO8000000031230 E19 1/8 - 1/4 Mile SSECO8000000221564 D18 1/8 - 1/4 Mile SSECO8000000138219 D17 1/8 - 1/4 Mile SSECO8000000116149 D15 1/8 - 1/4 Mile SSECO8000000116148 D14 1/8 - 1/4 Mile SSECO8000000032021 D13 0 - 1/8 Mile SSECO8000000221565 D12 0 - 1/8 Mile SECO8000000221566 C11 0 - 1/8 Mile NNECO8000000124269 B10 0 - 1/8 Mile ESECO8000000545179 C9 0 - 1/8 Mile ESECO8000000194028 C8 0 - 1/8 Mile ESECO8000000031935 C7 0 - 1/8 Mile NNECO8000000146722 B6 0 - 1/8 Mile SECO8000000221568 A5 0 - 1/8 Mile SECO8000000221567 A4 0 - 1/8 Mile ESECO8000000221569 A3 0 - 1/8 Mile WestCO8000000024539 2 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6833899.2s Page A-10 1/2 - 1 Mile NECO8000000196639 T109 1/2 - 1 Mile ENECO8000000174093 Z108 1/2 - 1 Mile ENECO8000000573489 V107 1/2 - 1 Mile ENECO8000000573488 V106 1/2 - 1 Mile ENECO8000000090252 V105 1/2 - 1 Mile NECO8000000546416 X104 1/2 - 1 Mile SSECO8000000545440 103 1/2 - 1 Mile NECO8000000545894 T102 1/2 - 1 Mile ENECO8000000224348 V101 1/2 - 1 Mile WNWCO8000000386917 Y100 1/2 - 1 Mile WNWCO8000000266416 Y99 1/2 - 1 Mile ENECO8000000546007 T98 1/2 - 1 Mile NECO8000000546012 X97 1/2 - 1 Mile WestCO8000000545174 W96 1/2 - 1 Mile WestCO8000000382558 W95 1/2 - 1 Mile WestCO8000000031339 W94 1/2 - 1 Mile WNWCO8000000137555 Q93 1/2 - 1 Mile WestCO8000000545183 W92 1/2 - 1 Mile SSECO8000000026754 91 1/2 - 1 Mile WNWCO8000000545399 Q90 1/2 - 1 Mile WNWCO8000000545398 Q89 1/2 - 1 Mile NECO8000000545748 T88 1/2 - 1 Mile ENECO8000000177651 V87 1/2 - 1 Mile NNWCO8000000290907 U86 1/2 - 1 Mile NNWCO8000000382680 U85 1/2 - 1 Mile WNWCO8000000571502 Q84 1/2 - 1 Mile NorthCO8000000320737 83 1/2 - 1 Mile NECO8000000110860 T82 1/2 - 1 Mile ESECO8000000017436 S81 1/2 - 1 Mile ESECO8000000037081 S80 1/2 - 1 Mile ESECO8000000041366 R79 1/2 - 1 Mile SECO8000000141889 R78 1/2 - 1 Mile NECO8000000545903 P77 1/2 - 1 Mile SouthCO8000000368956 76 1/2 - 1 Mile WNWCO8000000545852 Q75 1/2 - 1 Mile NECO8000000424365 P74 1/2 - 1 Mile NECO8000000570787 O73 1/2 - 1 Mile NECO8000000320719 P72 1/2 - 1 Mile NECO8000000548527 O71 1/2 - 1 Mile SECO8000000141888 N70 1/2 - 1 Mile ESECO8000000544922 N69 1/2 - 1 Mile ESECO8000000129075 N68 1/2 - 1 Mile ESECO8000000114250 N67 1/2 - 1 Mile NECO8000000569185 M66 1/2 - 1 Mile NECO8000000235730 M65 1/4 - 1/2 Mile NECO8000000544899 L64 1/4 - 1/2 Mile NECO8000000569820 L63 1/4 - 1/2 Mile NNECO8000000220579 L62 1/4 - 1/2 Mile SECO8000000545121 61 1/4 - 1/2 Mile ESECO8000000103313 K60 1/4 - 1/2 Mile NNWCO8000000545053 59 1/4 - 1/2 Mile NorthCO8000000545754 58 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6833899.2s Page A-11 1/2 - 1 Mile NECO8000000393973 AK162 1/2 - 1 Mile WestCO8000000216524 AL161 1/2 - 1 Mile NorthCO8000000375820 AI160 1/2 - 1 Mile NorthCO8000000288351 AI159 1/2 - 1 Mile NorthCO8000000275644 AI158 1/2 - 1 Mile WestCO8000000151487 AM157 1/2 - 1 Mile WestCO8000000150633 AM156 1/2 - 1 Mile WNWCO8000000170966 155 1/2 - 1 Mile WNWCO8000000095576 AL154 1/2 - 1 Mile WNWCO8000000084436 AL153 1/2 - 1 Mile WestCO8000000097882 AL152 1/2 - 1 Mile ENECO8000000545357 150 1/2 - 1 Mile WestCO8000000545956 AL149 1/2 - 1 Mile WestCO8000000545955 AL148 1/2 - 1 Mile NECO8000000545200 AK147 1/2 - 1 Mile NECO8000000383933 AK146 1/2 - 1 Mile NWCO8000000035826 AG145 1/2 - 1 Mile SECO8000000039234 AJ144 1/2 - 1 Mile WNWCO8000000086831 143 1/2 - 1 Mile NorthCO8000000288352 AI142 1/2 - 1 Mile NECO8000000008240 AC141 1/2 - 1 Mile ENECO8000000545950 AH140 1/2 - 1 Mile WNWCO8000000184604 AA139 1/2 - 1 Mile NECO8000000545691 AC138 1/2 - 1 Mile ENECO8000000190688 AH137 1/2 - 1 Mile ENECO8000000428551 AH136 1/2 - 1 Mile ENECO8000000419733 AH135 1/2 - 1 Mile NWCO8000000035827 AG134 1/2 - 1 Mile NNWCO8000000382681 AF133 1/2 - 1 Mile NNWCO8000000291349 AF132 1/2 - 1 Mile NNWCO8000000246970 AF131 1/2 - 1 Mile WestCO8000000545258 AD130 1/2 - 1 Mile ESECO8000000545035 AE129 1/2 - 1 Mile NECO8000000119948 AC128 1/2 - 1 Mile ESECO8000000017434 AE127 1/2 - 1 Mile WestCO8000000574097 AD126 1/2 - 1 Mile WNWCO8000000129582 AA125 1/2 - 1 Mile WNWCO8000000129581 AA124 1/2 - 1 Mile WSWCO8000000151162 AB123 1/2 - 1 Mile NECO8000000418159 122 1/2 - 1 Mile NECO8000000172336 AC121 1/2 - 1 Mile ENECO8000000320720 Z120 1/2 - 1 Mile ENECO8000000207586 Z119 1/2 - 1 Mile WNWCO8000000545681 Y118 1/2 - 1 Mile WNWCO8000000120757 AA117 1/2 - 1 Mile WSWCO8000000150799 AB116 1/2 - 1 Mile WSWCO8000000096598 AB115 1/2 - 1 Mile WNWCO8000000545710 AA114 1/2 - 1 Mile WNWCO8000000546274 Y113 1/2 - 1 Mile NECO8000000171022 X112 1/2 - 1 Mile ENECO8000000545457 V111 1/2 - 1 Mile NECO8000000196640 T110 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6833899.2s Page A-12 1/2 - 1 Mile SECO8000000545586 216 1/2 - 1 Mile WestCO8000000546293 AV215 1/2 - 1 Mile WestCO8000000269941 AX214 1/2 - 1 Mile WestCO8000000269940 AX213 1/2 - 1 Mile WestCO8000000546117 212 1/2 - 1 Mile WestCO8000000545862 AY211 1/2 - 1 Mile WestCO8000000570075 AY210 1/2 - 1 Mile WestCO8000000273836 AX209 1/2 - 1 Mile SSECO8000000569240 208 1/2 - 1 Mile NWCO8000000569624 AW207 1/2 - 1 Mile NWCO8000000546331 AW206 1/2 - 1 Mile NWCO8000000546330 AW205 1/2 - 1 Mile NWCO8000000203130 204 1/2 - 1 Mile WestCO8000000175758 AY203 1/2 - 1 Mile WestCO8000000545313 AV202 1/2 - 1 Mile WestCO8000000545314 AV201 1/2 - 1 Mile WestCO8000000545193 AV200 1/2 - 1 Mile WestCO8000000317312 AV199 1/2 - 1 Mile WestCO8000000545064 AV198 1/2 - 1 Mile WestCO8000000079059 AV197 1/2 - 1 Mile WestCO8000000545544 AX196 1/2 - 1 Mile WestCO8000000317640 AX195 1/2 - 1 Mile WestCO8000000573440 AX194 1/2 - 1 Mile WNWCO8000000574396 193 1/2 - 1 Mile NWCO8000000545426 AW192 1/2 - 1 Mile WestCO8000000090511 AV191 1/2 - 1 Mile ESECO8000000037078 190 1/2 - 1 Mile ESECO8000000017432 AS189 1/2 - 1 Mile WNWCO8000000545138 AN188 1/2 - 1 Mile SECO8000000256591 AU187 1/2 - 1 Mile WNWCO8000000076597 AO185 1/2 - 1 Mile NWCO8000000203129 AW184 1/2 - 1 Mile WestCO8000000277055 AV183 1/2 - 1 Mile WestCO8000000545769 AV182 1/2 - 1 Mile WestCO8000000233818 AV181 1/2 - 1 Mile WSWCO8000000151488 AQ179 1/2 - 1 Mile ENECO8000000428548 AT178 1/2 - 1 Mile ENECO8000000428547 AT177 1/2 - 1 Mile ESECO8000000186521 AS176 1/2 - 1 Mile ENECO8000000428550 AR175 1/2 - 1 Mile ENECO8000000428549 AR174 1/2 - 1 Mile WSWCO8000000096435 AQ173 1/2 - 1 Mile NorthCO8000000045990 AP172 1/2 - 1 Mile NorthCO8000000005916 AP171 1/2 - 1 Mile WestCO8000000574681 AL170 1/2 - 1 Mile WNWCO8000000545709 AO169 1/2 - 1 Mile SECO8000000094126 AJ168 1/2 - 1 Mile SECO8000000011989 AJ167 1/2 - 1 Mile WestCO8000000096434 AM166 1/2 - 1 Mile NorthCO8000000375819 AI165 1/2 - 1 Mile NNWCO8000000203484 164 1/2 - 1 Mile NWCO8000000545377 AN163 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC6833899.2s Page A-13 1/2 - 1 Mile WestCO8000000279468 AY234 1/2 - 1 Mile NECO8000000425035 BB233 1/2 - 1 Mile NECO8000000425034 BB232 1/2 - 1 Mile WestCO8000000138321 231 1/2 - 1 Mile WestCO8000000093449 BA230 1/2 - 1 Mile WestCO8000000570113 BA228 1/2 - 1 Mile WestCO8000000570115 BA227 1/2 - 1 Mile WestCO8000000570114 BA226 1/2 - 1 Mile WestCO8000000545312 BA225 1/2 - 1 Mile WestCO8000000307468 AY224 1/2 - 1 Mile WNWCO8000000082778 AZ223 1/2 - 1 Mile WestCO8000000411071 AY222 1/2 - 1 Mile WestCO8000000411070 AY221 1/2 - 1 Mile WestCO8000000422953 BA220 1/2 - 1 Mile WNWCO8000000546252 AZ219 1/2 - 1 Mile WestCO8000000573860 AX218 1/2 - 1 Mile SouthCO8000000008117 217 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 8 6 8 0 8 0 8 4 8 0 8 0 8 5 2 0 8 520 8 5 2 0 8 8 80 8 8 4 0 8 8 40 8 5 6 0 8 5 6 0 8 560 8 5 6 0 8 5 6 0 9 000 8 6 00 86 0 0 86 0 0 8 6 0 0 8 6 0 0 8 6 0 0 860 0 6 4 0 8 6 4 0 8640 86 4 0 8 6 4 08640 8 6 4 0 86 4 0 8 640 8 6 4 0 86 8 0 8 6 8 0 868 0 8 6 8 0 8 6 8 0 8 6 8 0 86 8 0 8 6 8 08680 8680 8 6 8 0 8 8 8 0 8 7 87208720 8 7 2 0 8 7 2 0 8720 8720 8 7 2 0 8 7 2 08720 8 7 2 0 8 7 2 0 8760 87 6 0 8 7 6 0 8 76 0 8 7 6 0 8 7 6087608760 8 8 0 0 8 8 00 8800 8 8 0 0 8800 8800 8 8 00 8 8 0 0 8800 8 8 0 0 8840 8 8 4 0 8 88 4 0 8 8 4 0 8 8 4 0 8 8 4 0 8 8 80 8880 8880 8 8 9 2 0 8 9 6 0 9 0 0 0 CO TC6833899.2s Page A-15 Well ConstructedWell Status: Not ReportedCO DWR ID #: 0410497FPermit Receipt #: 201282-Permit #: A3 ESE 0 - 1/8 Mile Lower CO8000000221569CO WELLS https://dwr.state.co.us/Tools/WellPermits/0023103URL: LEAKING UNDERGROUND STORAGE TANK INVESTIGATION NEAR MUSTANG SERVICE STATION. DMW 08/26/1 PERMITS NEEDEDOR PLUGGED! NINE(9) MW WERE INSTALLED ON 05/23/1994, SEE FILE LETTER DATED 06/2Comments: Not ReportedOGCC ID: CO DEPT OF HEALTHApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1994-05-23Construction Date: Not ReportedExpiration Date: 1994-06-28Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Monitoring/SamplingWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0023103Permit Receipt #: 23103-MHPermit #: 2 West 0 - 1/8 Mile Higher CO8000000024539CO WELLS https://dwr.state.co.us/Tools/WellPermits/0208975CURL: ALSO LOT 19; SEE HEARING:82-SE-02Comments: Not ReportedOGCC ID: DAVIS, RICApplicant: 15Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 35Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1981-09-21Construction Date: Not ReportedExpiration Date: 1980-10-23Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: CommercialWell Use: .15000001Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0208975CPermit Receipt #: 116941-Permit #: A1 SSE 0 - 1/8 Mile Higher CO8000000098428CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-16 Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1996-07-11Construction Date: Not ReportedExpiration Date: 1997-02-26Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Monitoring/SamplingWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0410497EPermit Receipt #: 201281-Permit #: A5 SE 0 - 1/8 Mile Lower CO8000000221568CO WELLS https://dwr.state.co.us/Tools/WellPermits/0410497DURL: Not ReportedComments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 5Static Water Depth (ft): 0Yield (gal/min): 13Base of Last Perf Casing: 3Top of First Perf Casing: 13Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1996-07-11Construction Date: Not ReportedExpiration Date: 1997-02-26Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Monitoring/SamplingWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0410497DPermit Receipt #: 201280-Permit #: A4 SE 0 - 1/8 Mile Higher CO8000000221567CO WELLS https://dwr.state.co.us/Tools/WellPermits/0410497FURL: Not ReportedComments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 6Static Water Depth (ft): 0Yield (gal/min): 13Base of Last Perf Casing: 3Top of First Perf Casing: 13Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1996-07-11Construction Date: Not ReportedExpiration Date: 1997-02-26Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Monitoring/SamplingWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-17 https://dwr.state.co.us/Tools/WellPermits/0028984URL: APPLICATION DENIED! X-REFER FILE NOS. 13452-AD & 32203-F . DMW 08/26/16Comments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: 83CW0362Water Court Case #: 0Well Name: Application DeniedWell Status: Not ReportedCO DWR ID #: 0028984Permit Receipt #: 9909-ADPermit #: C7 ESE 0 - 1/8 Mile Lower CO8000000031935CO WELLS https://dwr.state.co.us/Tools/WellPermits/0296335AURL: Not ReportedComments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 7Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1988-11-29Pump Install Date: Not ReportedStart Use Date: 1986-11-10Construction Date: Not ReportedExpiration Date: 1989-03-20Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: 85CW0339Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105485CO DWR ID #: 0296335APermit Receipt #: 34809-FPermit #: B6 NNE 0 - 1/8 Mile Lower CO8000000146722CO WELLS https://dwr.state.co.us/Tools/WellPermits/0410497EURL: Not ReportedComments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 6Static Water Depth (ft): 0Yield (gal/min): 13Base of Last Perf Casing: 3Top of First Perf Casing: 13Well Depth: 0Surface Elevation: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-18 Application DeniedWell Status: Not ReportedCO DWR ID #: 0253547BPermit Receipt #: 11559-ADPermit #: B10 NNE 0 - 1/8 Mile Lower CO8000000124269CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115128URL: 08/26/16 ALT PT TO GASKILL DITCH; MAX AMT FR ALL WELLS IS 2.28 CFS. X-REFER FILE NOS. 9909-AD & 13452-AD. DMComments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 100Yield (gal/min): 110Base of Last Perf Casing: 77Top of First Perf Casing: 113Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1982-10-13Pump Install Date: 1987-08-21Start Use Date: 1982-03-18Construction Date: Not ReportedExpiration Date: 1987-08-21Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: 82CW0219Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105414CO DWR ID #: 9115128Permit Receipt #: 32203-FPermit #: C9 ESE 0 - 1/8 Mile Lower CO8000000545179CO WELLS https://dwr.state.co.us/Tools/WellPermits/0373918AURL: APPLICATION DENIED! X-REFER FILE NOS. 9909-AD & 13452-AD. DMW 08/26/16Comments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: 90CW0235Water Court Case #: 0Well Name: Application DeniedWell Status: Not ReportedCO DWR ID #: 0373918APermit Receipt #: 13452-ADPermit #: C8 ESE 0 - 1/8 Mile Lower CO8000000194028CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-19 Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1996-06-05Construction Date: Not ReportedExpiration Date: 1997-02-26Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Monitoring/SamplingWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0410497BPermit Receipt #: 201278-Permit #: D12 SSE 0 - 1/8 Mile Higher CO8000000221565CO WELLS https://dwr.state.co.us/Tools/WellPermits/0410497CURL: Not ReportedComments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 9Static Water Depth (ft): 0Yield (gal/min): 13Base of Last Perf Casing: 3Top of First Perf Casing: 13Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1996-06-05Construction Date: Not ReportedExpiration Date: 1997-02-26Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Monitoring/SamplingWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0410497CPermit Receipt #: 201279-Permit #: C11 SE 0 - 1/8 Mile Lower CO8000000221566CO WELLS https://dwr.state.co.us/Tools/WellPermits/0253547BURL: XXX APPLICATION DENIED! X-REFER FILE NO. 34809-F. FRASER WELL NO 7 (AKA WELL A). DMW 08/26/16Comments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-20 https://dwr.state.co.us/Tools/WellPermits/0240142AURL: MISSING FILE! NOT IN LASERFICHE. X-REFER FILE NO. 32205-F. DMW 08/26/16Comments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Application DeniedWell Status: Not ReportedCO DWR ID #: 0240142APermit Receipt #: 10516-ADPermit #: D14 SSE 1/8 - 1/4 Mile Higher CO8000000116148CO WELLS https://dwr.state.co.us/Tools/WellPermits/0029061URL: X-REF-201277-201282Comments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1996-08-28Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Monitoring/SamplingWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit IssuedWell Status: Not ReportedCO DWR ID #: 0029061Permit Receipt #: 29061-MHPermit #: D13 SSE 1/8 - 1/4 Mile Higher CO8000000032021CO WELLS https://dwr.state.co.us/Tools/WellPermits/0410497BURL: Not ReportedComments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 7Static Water Depth (ft): 0Yield (gal/min): 14Base of Last Perf Casing: 4Top of First Perf Casing: 14Well Depth: 0Surface Elevation: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-21 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: 82CW0219Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105417CO DWR ID #: 0277631DPermit Receipt #: 32206-FPermit #: D17 SSE 1/8 - 1/4 Mile Higher CO8000000138219CO WELLS The site was being pumped.Note: Not ReportedFeet to sea level: 4.03Feet below surface: 1983-09-06Level reading date: 1Ground water levels,Number of Measurements: ftWell Hole Depth Units: 110Well Hole Depth: ftWell Depth Units: 102Well Depth: 19830906Construction Date: Unconfined single aquiferAquifer Type: Valley-Fill DepositsFormation Type: Alluvial aquifersAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 14010001HUC: UCOL NAWQA SUS1 GWSI VERIFIED 7/22/99-JBBDescription: WellType: SC00107519AACMonitor Location: USGS Colorado Water Science CenterOrganization Name: USGS-COOrganization ID: D16 SSE 1/8 - 1/4 Mile Higher USGS40000214718FED USGS https://dwr.state.co.us/Tools/WellPermits/0240142BURL: MISSING FILE! NOT IN LASERFICHE. DMW 08/26/16Comments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Application DeniedWell Status: Not ReportedCO DWR ID #: 0240142BPermit Receipt #: 10517-ADPermit #: D15 SSE 1/8 - 1/4 Mile Higher CO8000000116149CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-22 Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: 83CW0362Water Court Case #: 0Well Name: Application DeniedWell Status: Not ReportedCO DWR ID #: 0028344DPermit Receipt #: 9910-ADPermit #: E19 ENE 1/8 - 1/4 Mile Lower CO8000000031230CO WELLS https://dwr.state.co.us/Tools/WellPermits/0410497AURL: Not ReportedComments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1997-02-26Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Monitoring/SamplingWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit IssuedWell Status: Not ReportedCO DWR ID #: 0410497APermit Receipt #: 201277-Permit #: D18 SSE 1/8 - 1/4 Mile Higher CO8000000221564CO WELLS https://dwr.state.co.us/Tools/WellPermits/0277631DURL: REPORT RECEIVED. DMW 08/26/16 ALT PT TO GASKILL DITCH; MAX AMT FR ALL WELLS IS 2.28 CFS NOTE PUMP INSTALLATION DATED AFTER DComments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 21Static Water Depth (ft): 70Yield (gal/min): 105Base of Last Perf Casing: 70Top of First Perf Casing: 115Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1987-12-16Pump Install Date: 1988-04-26Start Use Date: 1983-06-17Construction Date: Not ReportedExpiration Date: 1987-08-21Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-23 https://dwr.state.co.us/Tools/WellPermits/0492748URL: X-REFER FILE NOS. 9910-AD, 13453-AD & 32204-F-R. DMW 08/26/16 APPEARS 3(C) LETTER NEEDED! THEN ORDER TO EXPIRE. REPLACEMENT WELL. 601 QUAIL DR., FRASER, CComments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 2002-05-28Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: .25Parcel Size: 82CW0219Water Court Case #: 0Well Name: Permit IssuedWell Status: Not ReportedCO DWR ID #: 0492748Permit Receipt #: 32204-F-RPermit #: E21 ENE 1/8 - 1/4 Mile Lower CO8000000278891CO WELLS https://dwr.state.co.us/Tools/WellPermits/0373918BURL: APPLICATION DENIED! X-REFER FILE NOS. 9910-AD, 32204-F & 32204-F-R. DMW 08/26/16Comments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: 90CW0235Water Court Case #: 0Well Name: Application DeniedWell Status: Not ReportedCO DWR ID #: 0373918BPermit Receipt #: 13453-ADPermit #: E20 ENE 1/8 - 1/4 Mile Lower CO8000000194029CO WELLS https://dwr.state.co.us/Tools/WellPermits/0028344DURL: APPLICATION DENIED! X-REFER FILE NOS. 13453-AD, 32204-F & 32204-F-R. DMW 08/26/16Comments: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-24 Permit IssuedWell Status: Not ReportedCO DWR ID #: 0046321Permit Receipt #: 46321-MHPermit #: B24 NNE 1/8 - 1/4 Mile Lower CO8000000054451CO WELLS https://dwr.state.co.us/Tools/WellPermits/0029062URL: Not ReportedComments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1996-08-28Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Monitoring/SamplingWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit IssuedWell Status: Not ReportedCO DWR ID #: 0029062Permit Receipt #: 29062-MHPermit #: B23 NNE 1/8 - 1/4 Mile Lower CO8000000032022CO WELLS https://dwr.state.co.us/Tools/WellPermits/0277631BURL: 32204-F-R. DMW 08/26/16 ALT PT TO GASKILL DITCH; MAX AMT FR ALL WELLS IS 2.28 CFS. X-REFER FILE NOS. 9910-AD, 13453-AD &Comments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 100Yield (gal/min): 106Base of Last Perf Casing: 76Top of First Perf Casing: 113Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1982-10-13Pump Install Date: 1988-04-26Start Use Date: 1982-08-20Construction Date: Not ReportedExpiration Date: 1987-08-21Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: 82CW0219Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105415CO DWR ID #: 0277631BPermit Receipt #: 32204-FPermit #: B22 NNE 1/8 - 1/4 Mile Lower CO8000000138218CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-25 ftWell Hole Depth Units: 16Well Hole Depth: ftWell Depth Units: 16Well Depth: 19960819Construction Date: Unconfined single aquiferAquifer Type: Valley-Fill DepositsFormation Type: Alluvial aquifersAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 14010001HUC: UCOL NAWQA LUS-GWSI VERIFIED 7/21/99 LEADescription: WellType: SC00107519DBD-FRASER VISITOR CENTERMonitor Location: USGS Colorado Water Science CenterOrganization Name: USGS-COOrganization ID: D26 SE 1/8 - 1/4 Mile Lower USGS40000214653FED USGS https://dwr.state.co.us/Tools/WellPermits/0253547AURL: APPLICATION DENIED! X-REFER FILE NO. 34810-F. FRASER WELL NO 8 (AKA WELL B) DMW 08/26/16Comments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Application DeniedWell Status: 5105486CO DWR ID #: 0253547APermit Receipt #: 11558-ADPermit #: B25 North 1/8 - 1/4 Mile Lower CO8000000124268CO WELLS https://dwr.state.co.us/Tools/WellPermits/0046321URL: DMW 08/26/16 EXPIRED NOTICE! DRILLERS LOG(S) NOT SUBMITTED. PROPOSED 4 HOLES - RIGHT OF WAY AT CR 8 + QUAIComments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 2006-06-12Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Monitoring/SamplingWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-26 https://dwr.state.co.us/Tools/WellPermits/3609104URL: X-REFER FILE NO. 9912-AD, 13454-AD, 32207-F(CA). DMW 08/26/16 3(C)LETTER NEEDED! THEN ORDER TO EXPIRE. X-REFER 32207-F(CA). REPLACE & EXPAND USE OF EXISITNComments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 2006-10-30Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: MunicipalAddtl Well Use: IndustrialWell Use: 0Parcel Size: 82CW0219Water Court Case #: 0Well Name: Permit IssuedWell Status: Not ReportedCO DWR ID #: 3609104Permit Receipt #: 65014-FPermit #: F28 NNE 1/8 - 1/4 Mile Lower CO8000000357542CO WELLS https://dwr.state.co.us/Tools/WellPermits/0028344CURL: APPLICATION DENIED! DMW 08/26/16Comments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Application DeniedWell Status: Not ReportedCO DWR ID #: 0028344CPermit Receipt #: 9911-ADPermit #: D27 SE 1/8 - 1/4 Mile Lower CO8000000031229CO WELLS Not ReportedNote: Not ReportedFeet to sea level: 6Feet below surface: 1996-08-19Level reading date: 1Ground water levels,Number of Measurements: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-27 82CW0219Water Court Case #: 0Well Name: Permit CanceledWell Status: 5105418CO DWR ID #: 9115132Permit Receipt #: 32207-FPermit #: F31 NNE 1/8 - 1/4 Mile Lower CO8000000545181CO WELLS https://dwr.state.co.us/Tools/WellPermits/0373918CURL: APPLICATION DENIED! X-REFER 9912-AD, 32207-F(CA) & 65014-F DMW 08/26/16Comments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: 90CW0235Water Court Case #: 0Well Name: Application DeniedWell Status: Not ReportedCO DWR ID #: 0373918CPermit Receipt #: 13454-ADPermit #: F30 NNE 1/8 - 1/4 Mile Lower CO8000000194030CO WELLS https://dwr.state.co.us/Tools/WellPermits/0028344BURL: APPLICATION DENIED! X-REFER 13454-AD, 32207-F(CA) & 65014-F DMW 08/26/16Comments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Application DeniedWell Status: Not ReportedCO DWR ID #: 0028344BPermit Receipt #: 9912-ADPermit #: F29 NNE 1/8 - 1/4 Mile Lower CO8000000031228CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-28 120Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1983-09-26Pump Install Date: 1983-09-28Start Use Date: 1980-02-20Construction Date: Not ReportedExpiration Date: 1983-01-27Issued Date: 0Yrly Appropriation: 20Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 600Parcel Size: W2264Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105221CO DWR ID #: 9115069Permit Receipt #: 26175-FPermit #: G33 ESE 1/8 - 1/4 Mile Lower CO8000000545113CO WELLS https://dwr.state.co.us/Tools/WellPermits/0253547CURL: APPLICATION DENIED! X-REFER FILE NO. 34811-F. FRASER WELL NO 9 (AKA WELL F). DMW 08/26/16Comments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Application DeniedWell Status: 5105487CO DWR ID #: 0253547CPermit Receipt #: 11560-ADPermit #: 32 NNW 1/8 - 1/4 Mile Lower CO8000000124270CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115132URL: CANCELED PERMIT! NEW PERMIT NEEDED! X-REFER FILE NOS. 9912-AD, 13454-AD & 65014-F. DMW 08/26/16Comments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 4Static Water Depth (ft): 19Yield (gal/min): 102Base of Last Perf Casing: 52Top of First Perf Casing: 110Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1987-12-16Pump Install Date: 1987-08-21Start Use Date: 1983-10-06Construction Date: Not ReportedExpiration Date: 1987-08-21Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-29 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: 5105486CO DWR ID #: 0296335BPermit Receipt #: 34810-FPermit #: H35 North 1/8 - 1/4 Mile Lower CO8000000146723CO WELLS 1054900Longitude: 395642Latitude: TreatedTreatment: Under 101 PersonsPopulation served: 80482System zip: COSystem state: WINTER PARKSystem city: P.O. BOX 3091System address: ATTN: DALE HECKERSONSystem address: FRASER TEXACO FOOD MARTSystem name: 00000031Retail population: Not ReportedDate system deactivated: Not ReportedDate system activated: ActiveActivity status: CO0225134PWS ID: Not ReportedPWS zip: Not ReportedPWS state: Not ReportedPWS city: Not ReportedPWS address: Not ReportedPWS name: Not ReportedPWS type: CO0225134PWS ID: TPFactypecode: hypochlorination, postTrtprocess: disinfectionTrtobjective: IFacactivitycode: Treatment_plantFactype: WELLFacname: 1TFacid: CO0225134Pwsid: NPwsactivitycode: 80482Contactzip: COContactstate: WINTER PARKContactcity: PO BOX 3091Contactaddress2: ATTN: DALE HECKERSONContactaddress1: Not ReportedContactphone: Not ReportedContactorgname: FRASER TEXACO FOOD MARTContact: PrivateOwner: TNCWSPwstype: GroundwaterPsource longname: 1Pwssvcconn: 0Retpopsrvd: ClosedStatus: 08049Fipscounty: Not ReportedZipserved: COStateserved: Not ReportedCityserved: FRASER TEXACO FOOD MARTPwsname: CO0225134Pwsid: COState: 08Epa region: 34 SSW 1/8 - 1/4 Mile Higher CO0225134FRDS PWS https://dwr.state.co.us/Tools/WellPermits/9115069URL: ACCEPTED 04/24/84. DMW 10/25/12 X-REFER 2838-AD, 24480-F & 45622-F. CASE NOS. W0995, W0995-76, W2264, 80CW0202 & 88CW0196. SBUComments: Not ReportedOGCC ID: WINTER PARK WEST WATER & SANITATION DISTApplicant: 4Static Water Depth (ft): 150Yield (gal/min): 115Base of Last Perf Casing: 85Top of First Perf Casing: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-30 MONITORING AND OBSERVATIONComments: Not ReportedOGCC ID: US GEOLOGICAL SURVEYApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1996-10-11Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Monitoring/SamplingWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit IssuedWell Status: Not ReportedCO DWR ID #: 0406085BPermit Receipt #: 198936-Permit #: I37 SSE 1/8 - 1/4 Mile Lower CO8000000218515CO WELLS https://dwr.state.co.us/Tools/WellPermits/0389885URL: 86CW016, 80CW202, W-2264. DMW 10/25/12 X-REFER FILE NOS. 2838-AD, 24480-F(EP) & 26175-F & CASE NOS. 88CW196, 86CW240, 84CW124, (W-995),Comments: Not ReportedOGCC ID: WINTER PARK WEST WATER & SANITATION DISTApplicant: 14Static Water Depth (ft): 184Yield (gal/min): 115Base of Last Perf Casing: 85Top of First Perf Casing: 120Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1994-06-30Pump Install Date: Not ReportedStart Use Date: 1980-02-20Construction Date: Not ReportedExpiration Date: 1995-10-25Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 600Parcel Size: 94CW0266Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105226CO DWR ID #: 0389885Permit Receipt #: 45622-FPermit #: G36 ESE 1/8 - 1/4 Mile Lower CO8000000205904CO WELLS https://dwr.state.co.us/Tools/WellPermits/0296335BURL: Not ReportedComments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 69Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 122Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2019-08-21Pump Install Date: Not ReportedStart Use Date: 1986-11-03Construction Date: Not ReportedExpiration Date: 1989-03-20Issued Date: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-31 https://dwr.state.co.us/Tools/WellPermits/9115130URL: ALT PT TO GASKILL DITCH; MAX AMT FR ALL WELLS IS 2.28 CFS. X-REFER FILE NO. 10516-AD. DMW 08/26/16Comments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 50Yield (gal/min): 165Base of Last Perf Casing: 117Top of First Perf Casing: 180Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1984-10-01Pump Install Date: 1987-08-21Start Use Date: 1983-07-28Construction Date: Not ReportedExpiration Date: 1987-08-21Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: 82CW0219Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105416CO DWR ID #: 9115130Permit Receipt #: 32205-FPermit #: I39 SSE 1/8 - 1/4 Mile Lower CO8000000545180CO WELLS https://dwr.state.co.us/Tools/WellPermits/0017751URL: APPLICATION DENIED! X-REFER FILE NOS. 18044-F, 13445-AD & 44634-F. DMW 10/22/12Comments: Not ReportedOGCC ID: WINTER PARK WEST WATER & SANITATION DISTApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Application DeniedWell Status: Not ReportedCO DWR ID #: 0017751Permit Receipt #: 2836-ADPermit #: G38 ESE 1/8 - 1/4 Mile Lower CO8000000017438CO WELLS https://dwr.state.co.us/Tools/WellPermits/0406085BURL: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-32 https://dwr.state.co.us/Tools/WellPermits/0111570URL: 10/25/12 EXPIRED PERMIT! X-REFER FILE NOS. 2838-AD, 26175-F & 45622-F & CASE NOS. W995-76 & W2264. DMWComments: Not ReportedOGCC ID: WINTER PARK WEST WATER & SANITATION DISTApplicant: 4Static Water Depth (ft): 0Yield (gal/min): 115Base of Last Perf Casing: 85Top of First Perf Casing: 120Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1980-02-20Construction Date: Not ReportedExpiration Date: 1979-11-26Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: MunicipalAddtl Well Use: CommercialWell Use: 0Parcel Size: W995Water Court Case #: 0Well Name: Permit ExpiredWell Status: Not ReportedCO DWR ID #: 0111570Permit Receipt #: 24480-FPermit #: G41 ESE 1/8 - 1/4 Mile Lower CO8000000092922CO WELLS https://dwr.state.co.us/Tools/WellPermits/0253547DURL: APPLICATION DENIED! DMW 08/26/16Comments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Application DeniedWell Status: Not ReportedCO DWR ID #: 0253547DPermit Receipt #: 11561-ADPermit #: F40 NNE 1/8 - 1/4 Mile Lower CO8000000124271CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-33 SCOO1O7519ACA-FRASER RIVER TRAILMonitor Location: USGS Colorado Water Science CenterOrganization Name: USGS-COOrganization ID: F44 NNE 1/4 - 1/2 Mile Lower USGS40000214772FED USGS https://dwr.state.co.us/Tools/WellPermits/3626099URL: REPLACE & EXPAND USE OF EXISITNG WELL. X-REFER FILE NOS. 9913-AD, 32208-F(AB), 13455-AD & 65013-F.Comments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 1Static Water Depth (ft): 142Yield (gal/min): 163Base of Last Perf Casing: 88Top of First Perf Casing: 173Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2008-10-16Pump Install Date: Not ReportedStart Use Date: 2006-11-14Construction Date: Not ReportedExpiration Date: 2008-03-05Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: IrrigationAddtl Well Use: CommercialWell Use: 0Parcel Size: 82CW0219Water Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 3626099Permit Receipt #: 66896-FPermit #: H43 NNE 1/4 - 1/2 Mile Lower CO8000000365601CO WELLS https://dwr.state.co.us/Tools/WellPermits/3609103URL: 13455-AD & 66896-F. EXPIRED PERMIT! WELL NOT CONSTRUCTED UNDER THIS PERMIT. X-REFER FILE NOS. 9913-AD, 32208-F(ABComments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 2006-10-30Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: MunicipalAddtl Well Use: IndustrialWell Use: 0Parcel Size: 82CW0219Water Court Case #: 0Well Name: Permit ExpiredWell Status: Not ReportedCO DWR ID #: 3609103Permit Receipt #: 65013-FPermit #: H42 NNE 1/4 - 1/2 Mile Lower CO8000000357541CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-34 103Base of Last Perf Casing: 68Top of First Perf Casing: 103Well Depth: 0Surface Elevation: 2008-09-03Well Plug Date: 1984-09-10Pump Install Date: 1988-04-26Start Use Date: 1984-12-03Construction Date: Not ReportedExpiration Date: 1987-08-21Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: 82CW0219Water Court Case #: 0Well Name: Well AbandonedWell Status: 5105419CO DWR ID #: 0277631FPermit Receipt #: 32208-FPermit #: H46 NNE 1/4 - 1/2 Mile Lower CO8000000138220CO WELLS https://dwr.state.co.us/Tools/WellPermits/0028344AURL: FILE, POSSIBLE ERRO NO DRILLERS LOG? DMW 08/26/16 APPLICATION DENIED! X-REFER FILE NOS. 13455-AD, 32208-F(AB), 65013-F(EP) & 66896-F. PUMP REPORT INComments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Application DeniedWell Status: Not ReportedCO DWR ID #: 0028344APermit Receipt #: 9913-ADPermit #: H45 NNE 1/4 - 1/2 Mile Lower CO8000000031227CO WELLS Not ReportedNote: Not ReportedFeet to sea level: 4Feet below surface: 1996-08-20Level reading date: 1Ground water levels,Number of Measurements: ftWell Hole Depth Units: 18Well Hole Depth: ftWell Depth Units: 18Well Depth: 19960820Construction Date: Unconfined single aquiferAquifer Type: Valley-Fill DepositsFormation Type: Alluvial aquifersAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 14010001HUC: UCOL NAWQA LUS-GWSI VERIFIED 7/21/99 LEADescription: WellType: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-35 https://dwr.state.co.us/Tools/WellPermits/0406085CURL: MONITORING AND OBSERVATIONComments: Not ReportedOGCC ID: US GEOLOGICAL SURVEYApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1996-10-11Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Monitoring/SamplingWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit IssuedWell Status: Not ReportedCO DWR ID #: 0406085CPermit Receipt #: 198937-Permit #: H48 NNE 1/4 - 1/2 Mile Lower CO8000000218516CO WELLS https://dwr.state.co.us/Tools/WellPermits/0373918DURL: APPLICATION DENIED! X-REFER FILE NOS. 9913-AD, 32208-F(AB), 65013-F(EP) & 66896-F.Comments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: 90CW0235Water Court Case #: 0Well Name: Application DeniedWell Status: Not ReportedCO DWR ID #: 0373918DPermit Receipt #: 13455-ADPermit #: H47 NNE 1/4 - 1/2 Mile Lower CO8000000194031CO WELLS https://dwr.state.co.us/Tools/WellPermits/0277631FURL: ABANDONED WELL! X-REFER FILE NOS. 9913-AD, 13455-AD, 65013-F(EP) & 66896-F.Comments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 2Static Water Depth (ft): 19Yield (gal/min): ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-36 https://dwr.state.co.us/Tools/WellPermits/0285585URL: WINTER PARK LODGE II?? USE IDENTIFIES, 64 UNIT CONDO. DMW 10/26/12 NO WATER RIGHT FOUND! X-REFER FILE NOS. 22851(CA) & 9620-F. WINTER PARK MEADOWS CONDOS & POSComments: Not ReportedOGCC ID: BROWN ISADORE & ROBERT OURSTERApplicant: 30Static Water Depth (ft): 20Yield (gal/min): 105Base of Last Perf Casing: 45Top of First Perf Casing: 105Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1977-11-19Pump Install Date: Not ReportedStart Use Date: 1977-11-12Construction Date: Not ReportedExpiration Date: 1977-11-03Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: CommercialWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0285585Permit Receipt #: 22896-FPermit #: J50 ESE 1/4 - 1/2 Mile Lower CO8000000141731CO WELLS https://dwr.state.co.us/Tools/WellPermits/0373220AURL: (EXPAND USE #18044-F). X-REFER FILE NOS. 2836-AD, 18044-F & 13445-AD. DMW 10/26/12 X-REFER CASE NOS. W0995, W0995-76, W2264, 80CW0202, 84CW0124, 86CW0016 86CW0240 88CW0196 & 94CComments: Not ReportedOGCC ID: WINTER PARK WEST WATER & SANITATION DISTApplicant: 5Static Water Depth (ft): 201Yield (gal/min): 75Base of Last Perf Casing: 60Top of First Perf Casing: 92Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1987-12-16Pump Install Date: 1995-03-17Start Use Date: 1974-05-18Construction Date: Not ReportedExpiration Date: 1995-03-17Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: MunicipaAddtl Well Use: DomesticWell Use: 0Parcel Size: 94CW0160Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105223CO DWR ID #: 0373220APermit Receipt #: 44634-FPermit #: J49 ESE 1/4 - 1/2 Mile Lower CO8000000193442CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-37 Well ConstructedWell Status: Not ReportedCO DWR ID #: 9114865Permit Receipt #: 9620-FPermit #: J53 ESE 1/4 - 1/2 Mile Higher CO8000000544896CO WELLS https://dwr.state.co.us/Tools/WellPermits/0901806URL: WINTER PARK LODGE II?? DMW 10/26/12 CANCELED PERMIT! TEST HOLE. X-REFER FILE NO. 9602-F & 22896-F. WINTER PARK MEADOWS CONDOS & PComments: Not ReportedOGCC ID: WINTER PARK MEADOWSApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1965-02-11Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit CanceledWell Status: Not ReportedCO DWR ID #: 0901806Permit Receipt #: 22851-Permit #: J52 ESE 1/4 - 1/2 Mile Higher CO8000000313365CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115986URL: Not ReportedComments: Not ReportedOGCC ID: FARAKLAS, BILLIE JApplicant: 20Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 81Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1977-03-22Start Use Date: 1977-03-22Construction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 5Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: CommercialWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115986Permit Receipt #: 88817-Permit #: 51 SSE 1/4 - 1/2 Mile Higher CO8000000546086CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-38 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Application DeniedWell Status: Not ReportedCO DWR ID #: 0017752Permit Receipt #: 2835-ADPermit #: K55 ESE 1/4 - 1/2 Mile Higher CO8000000017440CO WELLS https://dwr.state.co.us/Tools/WellPermits/0373220URL: X-REFER FILE NOS. 18044-F & 44634-F. X-REFER CASE NOS. W0995, W2264, 86CW0240, 88CW0196 & 94CW016Comments: Not ReportedOGCC ID: WINTER PARK WEST WATER & SANITATION DISTApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: MunicipalAddtl Well Use: IrrigationWell Use: 0Parcel Size: 94CW0160Water Court Case #: 0Well Name: Application DeniedWell Status: 5105223CO DWR ID #: 0373220Permit Receipt #: 13445-ADPermit #: J54 ESE 1/4 - 1/2 Mile Lower CO8000000193441CO WELLS https://dwr.state.co.us/Tools/WellPermits/9114865URL: 10/26/12 LIMIT USE TO "APARTMENT HOUSES". WINTER PARK MEADOWS CONDOS & POSSIBLY WINTER PARK LODG NO WATER RIGHT FOUND! LOCATION & OWNERSHIP NEEDS VERIFIED. X-REFER FILE NO. 22851(CA) & 22896Comments: Not ReportedOGCC ID: WINTER PARK MEADOWSApplicant: 35Static Water Depth (ft): 0Yield (gal/min): 60Base of Last Perf Casing: 48Top of First Perf Casing: 60Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1965-02-20Start Use Date: 1965-02-12Construction Date: Not ReportedExpiration Date: 1965-05-17Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: DomesticAddtl Well Use: CommercialWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-39 Not ReportedOGCC ID: WINTER PARK WEST WATER & SANITATION DISTApplicant: 1Static Water Depth (ft): 0Yield (gal/min): 110Base of Last Perf Casing: 65Top of First Perf Casing: 110Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1973-02-11Start Use Date: 1973-02-11Construction Date: Not ReportedExpiration Date: 1972-11-10Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 600Parcel Size: W0995Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105225CO DWR ID #: 9114979Permit Receipt #: 16610-FPermit #: K57 ESE 1/4 - 1/2 Mile Lower CO8000000545016CO WELLS https://dwr.state.co.us/Tools/WellPermits/9114996URL: X-REFER FILE NOS. 13445-AD, 44634-F. DMW 10/26/12Comments: Not ReportedOGCC ID: WINTER PARK WEST WATER & SANITATION DISTApplicant: 1Static Water Depth (ft): 0Yield (gal/min): 75Base of Last Perf Casing: 60Top of First Perf Casing: 115Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1974-05-18Start Use Date: 1974-05-18Construction Date: Not ReportedExpiration Date: 1974-01-24Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: W0995Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105223CO DWR ID #: 9114996Permit Receipt #: 18044-FPermit #: K56 ESE 1/4 - 1/2 Mile Higher CO8000000545034CO WELLS https://dwr.state.co.us/Tools/WellPermits/0017752URL: APPLICATION DENIED! X-REFER FILE NOS. 18044-F. DMW 10/26/12Comments: Not ReportedOGCC ID: WINTER PARK WEST WATER & SANITATION DISTApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-40 https://dwr.state.co.us/Tools/WellPermits/9115010URL: Not ReportedComments: Not ReportedOGCC ID: STECKEL, C FApplicant: 5Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 25Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1964-07-25Start Use Date: 1964-07-25Construction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115010Permit Receipt #: 20879-Permit #: 59 NNW 1/4 - 1/2 Mile Lower CO8000000545053CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115677URL: Not ReportedComments: Not ReportedOGCC ID: HOSHOUR, JAMESApplicant: 20Static Water Depth (ft): 10Yield (gal/min): 73Base of Last Perf Casing: 63Top of First Perf Casing: 73Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1976-07-05Pump Install Date: 1976-07-05Start Use Date: 1976-03-18Construction Date: Not ReportedExpiration Date: 1973-08-01Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: .5Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115677Permit Receipt #: 70406-Permit #: 58 North 1/4 - 1/2 Mile Lower CO8000000545754CO WELLS https://dwr.state.co.us/Tools/WellPermits/9114979URL: NOS. W0995, W2264, 86CW0240, 88CW0196 & 94CW0160. VERIFY, WELL NO. 2 VS WELL NO. 3, SBU VS PERMIT. X-REFER FILE NOS. 18044-F & 44634-F. X-REFER CASEComments: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-41 https://dwr.state.co.us/Tools/WellPermits/9115077URL: 04/24/84. DMW 10/25/12 X-REFER 2839-AD & 25771-F(EP). CASE NOS. W0995, W0995-76, 80CW0202 & 88CW0196. SBU ACCEPTEDComments: Not ReportedOGCC ID: WINTER PARK WEST WATER & SANITATION DISTApplicant: 1Static Water Depth (ft): 200Yield (gal/min): 171Base of Last Perf Casing: 72Top of First Perf Casing: 173Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1983-09-30Pump Install Date: 1983-09-30Start Use Date: 1983-12-22Construction Date: Not ReportedExpiration Date: 1983-12-08Issued Date: 0Yrly Appropriation: 20Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: MunicipalAddtl Well Use: CommercialWell Use: 600Parcel Size: W0995Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105222CO DWR ID #: 9115077Permit Receipt #: 26995-FPermit #: 61 SE 1/4 - 1/2 Mile Higher CO8000000545121CO WELLS https://dwr.state.co.us/Tools/WellPermits/0218128BURL: & 80CW0202. DMW 10/26/12 X-EXPIRED PERMIT! X-REFER FILE NOS. 2839-AD, 18047-F(EP) & 26995-F & CASE NOS. W995, W995-76, W2264Comments: Not ReportedOGCC ID: WINTER PARK WEST WATER & SANITATION DISTApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1982-06-21Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 600Parcel Size: W0995Water Court Case #: 0Well Name: Permit ExpiredWell Status: 5105221CO DWR ID #: 0218128BPermit Receipt #: 25771-FPermit #: K60 ESE 1/4 - 1/2 Mile Higher CO8000000103313CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-42 https://dwr.state.co.us/Tools/WellPermits/9500871URL: EXPIRED PHY ADDRESS: 0135 COUNTY ROAD 803. TAX #R071461. 3C RETURNED - UNCLAIMED - AOT 8-10-11 PERMIT ISSUED PER AUG PL # 95CW014 (BLUM & COMPANY). LIMIT USE 1 SFD & 400 SQ FT LAWN & GARDEN IRRIGATComments: Not ReportedOGCC ID: PINION RIDGE LLCApplicant: 80Static Water Depth (ft): 0Yield (gal/min): 280Base of Last Perf Casing: 140Top of First Perf Casing: 300Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 2002-10-30Construction Date: Not ReportedExpiration Date: 2001-11-02Issued Date: 0Yrly Appropriation: 400Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 4.17999983Parcel Size: 95CW0014Water Court Case #: 0Well Name: Permit ExpiredWell Status: 5105864CO DWR ID #: 9500871Permit Receipt #: 56611-FPermit #: L63 NE 1/4 - 1/2 Mile Higher CO8000000569820CO WELLS https://dwr.state.co.us/Tools/WellPermits/0408866URL: 1SFD, 400 SQ FT IRR, AUG PLAN. TAX SCHEDULE NUMBER: R071463.Comments: Not ReportedOGCC ID: YALE FIVE LLC C/O DONALD YALEApplicant: 153Static Water Depth (ft): 11.10000038Yield (gal/min): 325Base of Last Perf Casing: 245Top of First Perf Casing: 325Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1997-09-15Pump Install Date: Not ReportedStart Use Date: 1997-03-28Construction Date: Not ReportedExpiration Date: 1996-12-31Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 5.61000013Parcel Size: 95CW0014Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105596CO DWR ID #: 0408866Permit Receipt #: 47751-FPermit #: L62 NNE 1/4 - 1/2 Mile Higher CO8000000220579CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-43 95CW0014Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105865CO DWR ID #: 9500315Permit Receipt #: 53638-FPermit #: M66 NE 1/2 - 1 Mile Higher CO8000000569185CO WELLS https://dwr.state.co.us/Tools/WellPermits/0430339AURL: TAX SCHEDULE NUMBER: R071462.Comments: Not ReportedOGCC ID: WOLLE, RICHARDApplicant: 150Static Water Depth (ft): 0Yield (gal/min): 346Base of Last Perf Casing: 250Top of First Perf Casing: 346Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1999-10-12Construction Date: Not ReportedExpiration Date: 1998-07-20Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 2.4000001Parcel Size: 95CW0014Water Court Case #: 0Well Name: Permit ExpiredWell Status: Not ReportedCO DWR ID #: 0430339APermit Receipt #: 50285-FPermit #: M65 NE 1/2 - 1 Mile Higher CO8000000235730CO WELLS https://dwr.state.co.us/Tools/WellPermits/9114868URL: LOCATION & OWNERSHIP NEEDS VERIFIED. NO SUBDIVISION NOTED & NO WATER RIGHT FOUND. DMW 06/2Comments: Not ReportedOGCC ID: RAWLS, GLENApplicant: 18Static Water Depth (ft): 0Yield (gal/min): 62Base of Last Perf Casing: 41Top of First Perf Casing: 62Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1961-10-03Start Use Date: 1961-09-17Construction Date: Not ReportedExpiration Date: 1961-09-15Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9114868Permit Receipt #: 9752-Permit #: L64 NE 1/4 - 1/2 Mile Higher CO8000000544899CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-44 Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1986-03-14Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: OtherWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit IssuedWell Status: Not ReportedCO DWR ID #: 0260506Permit Receipt #: 29766-FPermit #: N68 ESE 1/2 - 1 Mile Higher CO8000000129075CO WELLS https://dwr.state.co.us/Tools/WellPermits/0237488URL: NEEDED). X-REFER CASE NO. W0995 & W2265. DMW 10/26/12 REPLAEC EXISITING WELL (WITHIN 50 FT FROM OLD WELL). X-REFER FILE NO. 11094-F (ABANDONMENT REPComments: Not ReportedOGCC ID: WINTER PARK WEST WATER & SANITATION DISTApplicant: 5Static Water Depth (ft): 102Yield (gal/min): 175Base of Last Perf Casing: 0Top of First Perf Casing: 183Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1985-08-09Pump Install Date: 1985-08-09Start Use Date: 1984-06-22Construction Date: Not ReportedExpiration Date: 1984-08-09Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: W2265Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105224CO DWR ID #: 0237488Permit Receipt #: 11094-F-RPermit #: N67 ESE 1/2 - 1 Mile Higher CO8000000114250CO WELLS https://dwr.state.co.us/Tools/WellPermits/9500315URL: RE APPLICATION OF EXPIRED PERMIT. LIMIT USE TO 1 SFD AND 400 SQ FT LAWN & GARDEN IRRIGATION.Comments: Not ReportedOGCC ID: WOLLE, RICHARDApplicant: 124Static Water Depth (ft): 11Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 350Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2000-11-16Pump Install Date: Not ReportedStart Use Date: 1999-10-12Construction Date: Not ReportedExpiration Date: 2000-11-08Issued Date: 0Yrly Appropriation: 400Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: IrrigatiAddtl Well Use: DomesticWell Use: 2.4000001Parcel Size: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-45 https://dwr.state.co.us/Tools/WellPermits/0285907AURL: 88CW196, 94CW266Comments: Not ReportedOGCC ID: WINTER PARK WEST WATER & SANITATION DISTApplicant: 3Static Water Depth (ft): 110Yield (gal/min): 163Base of Last Perf Casing: 63Top of First Perf Casing: 163Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1988-09-09Pump Install Date: 1988-10-21Start Use Date: 1982-10-06Construction Date: Not ReportedExpiration Date: 1988-04-25Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: 86CW0240Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105493CO DWR ID #: 0285907APermit Receipt #: 33512-FPermit #: N70 SE 1/2 - 1 Mile Higher CO8000000141888CO WELLS https://dwr.state.co.us/Tools/WellPermits/9114887URL: ABANDONMENT REPORT NEEDED! X-REFER FILE NO. 11094-F-R. DMW 10/26/12Comments: Not ReportedOGCC ID: WINTER PARK WEST WATER & SANITATION DISTApplicant: 6617Static Water Depth (ft): 0Yield (gal/min): 75Base of Last Perf Casing: 45Top of First Perf Casing: 75Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1966-07-14Start Use Date: 1966-07-14Construction Date: Not ReportedExpiration Date: 1966-07-20Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: W0995Water Court Case #: 0Well Name: Well ReplacedWell Status: 5105224CO DWR ID #: 9114887Permit Receipt #: 11094-FPermit #: N69 ESE 1/2 - 1 Mile Higher CO8000000544922CO WELLS https://dwr.state.co.us/Tools/WellPermits/0260506URL: AS 11094-F. MONITORING AND OBSERVATION WELL AND EMERGENCY FIRE USE. APPROVED FOR USE OF ORIGINAL WEComments: Not ReportedOGCC ID: WINTER PARK WEST WATER & SANITATION DISTApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-46 Well ConstructedWell Status: Not ReportedCO DWR ID #: 9501663Permit Receipt #: 253132-Permit #: O73 NE 1/2 - 1 Mile Higher CO8000000570787CO WELLS https://dwr.state.co.us/Tools/WellPermits/0909473URL: 06/21/12 EXPIRED PERMIT! DRILLERS LOG NOT SUBMITTED. TAX #R074410. PHY ADDRESS: 0330 CR 803, FRASER, COComments: Not ReportedOGCC ID: BLACK, JAMES CApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1973-07-23Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.08000004Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit ExpiredWell Status: Not ReportedCO DWR ID #: 0909473Permit Receipt #: 70170-Permit #: P72 NE 1/2 - 1 Mile Higher CO8000000320719CO WELLS https://dwr.state.co.us/Tools/WellPermits/9118420URL: Not ReportedComments: Not ReportedOGCC ID: LORTON CHRISTINE & MICHAELApplicant: 130Static Water Depth (ft): 0Yield (gal/min): 200Base of Last Perf Casing: 160Top of First Perf Casing: 200Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1974-07-01Start Use Date: 1973-06-30Construction Date: Not ReportedExpiration Date: 1973-06-01Issued Date: 0Yrly Appropriation: 1Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.29999995Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9118420Permit Receipt #: 69182-Permit #: O71 NE 1/2 - 1 Mile Higher CO8000000548527CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-47 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115769Permit Receipt #: 75198-Permit #: Q75 WNW 1/2 - 1 Mile Higher CO8000000545852CO WELLS https://dwr.state.co.us/Tools/WellPermits/3692337URL: CONFIRMED WITH ASSESSOR. REMOVED ADDRESS FROM PERMIT. APPLICANT CALLED AND SAID ADDRESS WAS IN UNINCORPORATED GRAND COUNTY AND NOT IN CITY OF FComments: Not ReportedOGCC ID: RITA, ELIZABETH R.Applicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 300Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1967-06-01Construction Date: Not ReportedExpiration Date: 2019-10-16Issued Date: 0Yrly Appropriation: .33000001Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 1.08000004Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 3692337Permit Receipt #: 315392-Permit #: P74 NE 1/2 - 1 Mile Higher CO8000000424365CO WELLS https://dwr.state.co.us/Tools/WellPermits/9501663URL: 0443 CR 803, GRAND COUNTY. TAX #R082240. ONLY WELL ON 1.63 ACRE TRACT. LIMIT USE TO HUO, BEING 1 SFD & NO OUTSIDE USES. PHYSICAL ADDRESComments: Not ReportedOGCC ID: SHELTON DAVID L & SHERRY JApplicant: 139Static Water Depth (ft): 7Yield (gal/min): 300Base of Last Perf Casing: 180Top of First Perf Casing: 297Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2004-10-08Pump Install Date: Not ReportedStart Use Date: 2004-10-07Construction Date: Not ReportedExpiration Date: 2003-09-26Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.63Parcel Size: Not ReportedWater Court Case #: 0Well Name: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-48 ADDRESS: 0300 CR 803, FRASER, CO 80442. DMW 06/22/12 AS A WELL ON 1.38 ACRE TRACT. LIMIT USE TO HUO BEING, 1 SFD & NO OUTSIDE USES. TAX #R073790. PHYComments: Not ReportedOGCC ID: GROSWOLD THOR B & TWYLLA EApplicant: 120Static Water Depth (ft): 0Yield (gal/min): 185Base of Last Perf Casing: 125Top of First Perf Casing: 185Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1974-12-24Start Use Date: 1974-11-12Construction Date: Not ReportedExpiration Date: 1974-10-31Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.38Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115816Permit Receipt #: 77254-Permit #: P77 NE 1/2 - 1 Mile Higher CO8000000545903CO WELLS https://dwr.state.co.us/Tools/WellPermits/3633054URL: Not ReportedComments: Not ReportedOGCC ID: BYERS PEAK DOWNHILL PROPERTIES LLCApplicant: 21Static Water Depth (ft): 14.5Yield (gal/min): 255Base of Last Perf Casing: 195Top of First Perf Casing: 300Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2009-01-07Pump Install Date: Not ReportedStart Use Date: 2008-11-26Construction Date: Not ReportedExpiration Date: 2008-09-25Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: CommercialWell Use: 35Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 3633054Permit Receipt #: 278815-Permit #: 76 South 1/2 - 1 Mile Higher CO8000000368956CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115769URL: ADDRESS: 0306 CORD520/DUCOMMIN RD, GRAND COUNTY. DMW 07/30/14 ONLY WELL ON 1.0 ACRE TRACT. LIMIT USE TO HUO, BEING 1 SFD & NO OUTSIDES USES. TAX #R081990. PHComments: Not ReportedOGCC ID: SCHARNELL, JAMESApplicant: 70Static Water Depth (ft): 0Yield (gal/min): 95Base of Last Perf Casing: 55Top of First Perf Casing: 95Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1974-07-09Start Use Date: 1974-07-09Construction Date: Not ReportedExpiration Date: 1974-06-28Issued Date: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-49 https://dwr.state.co.us/Tools/WellPermits/0036962URL: Not ReportedComments: Not ReportedOGCC ID: ARAPAHOE CAPITAL MGMTApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1999-09-16Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Monitoring/SamplingWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit IssuedWell Status: Not ReportedCO DWR ID #: 0036962Permit Receipt #: 36962-MHPermit #: R79 ESE 1/2 - 1 Mile Higher CO8000000041366CO WELLS https://dwr.state.co.us/Tools/WellPermits/0285907BURL: EXPIRED PERMIT! DMW 10/25/12 X-REFER 244751, DRILLED OUT CEMENT PLUG FROM WELL THAT WAS ORIGINALLY PLUGGED 12/05/95. SEE Comments: Not ReportedOGCC ID: WINTER PARK WEST WATER & SANITATION DISTApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 136Well Depth: 0Surface Elevation: 1995-12-05Well Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1988-04-25Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: 86CW0240Water Court Case #: 0Well Name: Well AbandonedWell Status: Not ReportedCO DWR ID #: 0285907BPermit Receipt #: 33513-FPermit #: R78 SE 1/2 - 1 Mile Higher CO8000000141889CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115816URL: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-50 https://dwr.state.co.us/Tools/WellPermits/0017750URL: APPLICATION DENIED! X-REFER FILE NOS. 18045-F(EP). DMW 10/22/12Comments: Not ReportedOGCC ID: WINTER PARK WEST WATER & SANITATION DISTApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Application DeniedWell Status: Not ReportedCO DWR ID #: 0017750Permit Receipt #: 2837-ADPermit #: S81 ESE 1/2 - 1 Mile Higher CO8000000017436CO WELLS https://dwr.state.co.us/Tools/WellPermits/0033060URL: EXPIRED PERMIT! X-REFER FILE NOS. 2837-AD & CASE NO. W995. DMW 10/26/12Comments: Not ReportedOGCC ID: WINTER PARK WEST WATER & SANITATION DISTApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1974-01-24Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: W0995Water Court Case #: 0Well Name: Permit ExpiredWell Status: Not ReportedCO DWR ID #: 0033060Permit Receipt #: 18045-FPermit #: S80 ESE 1/2 - 1 Mile Higher CO8000000037081CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-51 Well ConstructedWell Status: Not ReportedCO DWR ID #: 9502206Permit Receipt #: 263425-Permit #: Q84 WNW 1/2 - 1 Mile Higher CO8000000571502CO WELLS https://dwr.state.co.us/Tools/WellPermits/0909495URL: Not ReportedComments: Not ReportedOGCC ID: JONES, JACK DApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1973-08-20Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit ExpiredWell Status: Not ReportedCO DWR ID #: 0909495Permit Receipt #: 70720-Permit #: 83 North 1/2 - 1 Mile Lower CO8000000320737CO WELLS https://dwr.state.co.us/Tools/WellPermits/0232322URL: USE TO HUO BEING, 1 SFD & NO OUTSIDE USES. TAX #R080280. DMW 06/21/12 EXPIRED PERMIT! DRILLERS LOG NOT SUBMITTED. X-REFER FILE NOS. 111546(EP), 203102(EP) & 288659. LIMComments: Not ReportedOGCC ID: MCDAVID, DON JApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1983-01-25Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.02999997Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit ExpiredWell Status: 5105283CO DWR ID #: 0232322Permit Receipt #: 128852-Permit #: T82 NE 1/2 - 1 Mile Higher CO8000000110860CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-52 Not ReportedStart Use Date: 2003-10-30Construction Date: Not ReportedExpiration Date: 2003-06-25Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: CommercialWell Use: 2.0999999Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit CanceledWell Status: Not ReportedCO DWR ID #: 0511032Permit Receipt #: 251343-Permit #: U86 NNW 1/2 - 1 Mile Lower CO8000000290907CO WELLS https://dwr.state.co.us/Tools/WellPermits/3653340AURL: Not ReportedComments: Not ReportedOGCC ID: FRASER VALLEY METROPOLITAN RECREATIONApplicant: 0Static Water Depth (ft): 50Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 200Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2004-04-19Pump Install Date: Not ReportedStart Use Date: 2003-10-30Construction Date: Not ReportedExpiration Date: 2012-01-27Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: MunicipalAddtl Well Use: IrrigationWell Use: 2.0999999Parcel Size: 10CW0198Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105912CO DWR ID #: 3653340APermit Receipt #: 75841-FPermit #: U85 NNW 1/2 - 1 Mile Lower CO8000000382680CO WELLS https://dwr.state.co.us/Tools/WellPermits/9502206URL: ADDRESS: 0220 CR 520/DUCOMMIN, GRAND COUNTY. NOTICE GIVEN, CORRECT RNG IS: 75W NOT 85W. ONLY WELL ON 1.83 ACRE TRACT. LIMIT USE TO HUO, BEING 1 SFD & NO OUTSIDE USES. TAX #R071800. PHYComments: Not ReportedOGCC ID: LEWIS, PAULApplicant: 61Static Water Depth (ft): 10Yield (gal/min): 275Base of Last Perf Casing: 135Top of First Perf Casing: 275Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2006-01-22Pump Install Date: Not ReportedStart Use Date: 2005-06-20Construction Date: Not ReportedExpiration Date: 2005-05-26Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.83000004Parcel Size: Not ReportedWater Court Case #: 0Well Name: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-53 https://dwr.state.co.us/Tools/WellPermits/9115671URL: ADDRESS: 0269 CR 803, FRASER, CO 80442. DMW 06/22/12 AS A WELL ON 1.42 ACRE TRACT. LIMIT USE TO HUO BEING, 1 SFD & NO OUTSIDE USES. TAX #R082010. PHYComments: Not ReportedOGCC ID: COOK, JAMESApplicant: 80Static Water Depth (ft): 0Yield (gal/min): 240Base of Last Perf Casing: 200Top of First Perf Casing: 240Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1973-09-25Start Use Date: 1973-09-25Construction Date: Not ReportedExpiration Date: 1973-07-23Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.41999996Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115671Permit Receipt #: 70171-Permit #: T88 NE 1/2 - 1 Mile Higher CO8000000545748CO WELLS https://dwr.state.co.us/Tools/WellPermits/0352053URL: HUA, ONLY WELL ON 1.16 AC PARCELComments: Not ReportedOGCC ID: WALDORF, STEPHENApplicant: 145Static Water Depth (ft): 9Yield (gal/min): 300Base of Last Perf Casing: 200Top of First Perf Casing: 300Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1993-08-30Pump Install Date: Not ReportedStart Use Date: 1993-07-11Construction Date: Not ReportedExpiration Date: 1993-06-04Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.15999997Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0352053Permit Receipt #: 170368-Permit #: V87 ENE 1/2 - 1 Mile Higher CO8000000177651CO WELLS https://dwr.state.co.us/Tools/WellPermits/0511032URL: Not ReportedComments: Not ReportedOGCC ID: FRASER VALLEY METROPOLITAN REC DISTRICTApplicant: 24Static Water Depth (ft): 10Yield (gal/min): 200Base of Last Perf Casing: 140Top of First Perf Casing: 200Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2004-04-19Pump Install Date: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-54 https://dwr.state.co.us/Tools/WellPermits/9115344URL: CR 520.DMW5/26/05 THE WEST SECTION LINES. LIMIT HIST USE PRIOR MAY 8, 1972. TAX #072670 (AKA TRACT 2). PHY ADD: 0303 LOC PER DECREE W-547 IS: SW1/4SW1/4 SEC 18,TWP 1S,RNG 75W,6TH @ 388 FT FROM THE SOUTH & 1128 FComments: Not ReportedOGCC ID: CIMINO, NICOLEApplicant: 65Static Water Depth (ft): 0Yield (gal/min): 105Base of Last Perf Casing: 60Top of First Perf Casing: 105Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1971-07-09Start Use Date: 1971-07-09Construction Date: Not ReportedExpiration Date: 1971-06-29Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 2Parcel Size: W0547Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105052CO DWR ID #: 9115344Permit Receipt #: 47048-Permit #: Q90 WNW 1/2 - 1 Mile Higher CO8000000545399CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115344URL: CR 520.DMW5/26/05 THE WEST SECTION LINES. LIMIT HIST USE PRIOR MAY 8, 1972. TAX #072670 (AKA TRACT 2). PHY ADD: 0303 LOC PER DECREE W-547 IS: SW1/4SW1/4 SEC 18,TWP 1S,RNG 75W,6TH @ 388 FT FROM THE SOUTH & 1128 FComments: Not ReportedOGCC ID: CIMINO, RICHARDApplicant: 65Static Water Depth (ft): 0Yield (gal/min): 105Base of Last Perf Casing: 60Top of First Perf Casing: 105Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1971-07-09Start Use Date: 1971-07-09Construction Date: Not ReportedExpiration Date: 1971-06-29Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 2Parcel Size: W0547Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105052CO DWR ID #: 9115344Permit Receipt #: 47048-Permit #: Q89 WNW 1/2 - 1 Mile Higher CO8000000545398CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-55 https://dwr.state.co.us/Tools/WellPermits/9115135URL: 0074 CR 731. TAX #R309180. DMW 12/02/15 1/4, PER DECREE IS: SW 1/4NW1/4 NOT SE1/4NW1/4. SEE GWS-11,CHANGE OWNERSHIP & LOCATION. PHY AD LIMIT TO HISTORIC USE PRIOR MAY 8, 1972. X-REFER CASE NO. W-1326, KOPPERS WELL NO. 1. CORRECT 1/Comments: Not ReportedOGCC ID: DEVRIES ELIZABETH ANNApplicant: 20Static Water Depth (ft): 0Yield (gal/min): 50Base of Last Perf Casing: 43Top of First Perf Casing: 50Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1967-10-10Start Use Date: 1967-10-10Construction Date: Not ReportedExpiration Date: 1967-10-06Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 21.67000008Parcel Size: W1326Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105097CO DWR ID #: 9115135Permit Receipt #: 32280-Permit #: W92 West 1/2 - 1 Mile Higher CO8000000545183CO WELLS https://dwr.state.co.us/Tools/WellPermits/0024817URL: EXPIRED NOTICE! DRILLERS LOG NOT SUBMITTED. MONITORING/OBSERVATION HOLE. DMW 10/26/12Comments: Not ReportedOGCC ID: WATROUS & EHLERS PCApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1994-11-15Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Monitoring/SamplingWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit ExpiredWell Status: Not ReportedCO DWR ID #: 0024817Permit Receipt #: 24817-MHPermit #: 91 SSE 1/2 - 1 Mile Higher CO8000000026754CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-56 Application WithdrawnWell Status: Not ReportedCO DWR ID #: 3653171Permit Receipt #: Not ReportedPermit #: W95 West 1/2 - 1 Mile Higher CO8000000382558CO WELLS https://dwr.state.co.us/Tools/WellPermits/0028444URL: APPROXIMATELY 20 FT DEEP, 2 INCH ID PVC CASING SAMPLED FOR HYDROCARBON CONTAMINATION. DMW EXPIRED NOTICE! DRILLERS LOG(S) NOT SUBMITTED. PROPOSED FIVE-TWELVE MONITOIRNG OBSERVATIOComments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1996-06-10Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Monitoring/SamplingWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit ExpiredWell Status: Not ReportedCO DWR ID #: 0028444Permit Receipt #: 28444-MHPermit #: W94 West 1/2 - 1 Mile Higher CO8000000031339CO WELLS https://dwr.state.co.us/Tools/WellPermits/0276212URL: Not ReportedComments: Not ReportedOGCC ID: CHRISTENSEN, CARL AApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1987-06-04Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit IssuedWell Status: Not ReportedCO DWR ID #: 0276212Permit Receipt #: 148134-Permit #: Q93 WNW 1/2 - 1 Mile Higher CO8000000137555CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-57 Not ReportedExpiration Date: 1976-06-10Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115919Permit Receipt #: 84272-Permit #: X97 NE 1/2 - 1 Mile Higher CO8000000546012CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115123URL: #R073150. EXSTING WELL LOCATION NEEDS VERIFIED. X-REFER RECEIPT NO. 3653171(AW). DMW 12/02/15 LIMIT TO HISTORIC USE PRIOR MAY 8, 1972. PHY ADDRESS: 0022 COUNTY ROAD 731, FRASER, CO 80442. TAComments: Not ReportedOGCC ID: VERON, DENNISApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 50Base of Last Perf Casing: 43Top of First Perf Casing: 50Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1967-08-14Start Use Date: 1967-08-14Construction Date: Not ReportedExpiration Date: 1967-08-16Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 6.17000008Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115123Permit Receipt #: 31814-Permit #: W96 West 1/2 - 1 Mile Higher CO8000000545174CO WELLS https://dwr.state.co.us/Tools/WellPermits/3653171URL: 0022 COUNTY ROAD 731, FRASER, CO 80442. TAX #R073150. DMW 12/02/15 APPLICATION WITHDRAWN! REFUND GRANTED ON 1/11/12 -YMJ. SAME WELL AS FILE NO. 31814. PHY ADDREComments: Not ReportedOGCC ID: VERON, DENNISApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 50Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 250Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 6.17000008Parcel Size: Not ReportedWater Court Case #: 0Well Name: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-58 5/27/05 EXPIRED PERMIT, 3/16/03! NO DRILLERS LOG. X-REFER EXPIRED PERMIT NO. 142622. TAX #R072530. DMWComments: Not ReportedOGCC ID: DOUCETTE, RICHARD PApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 2001-03-16Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 6.36999989Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit ExpiredWell Status: Not ReportedCO DWR ID #: 0472506Permit Receipt #: 232127-Permit #: Y99 WNW 1/2 - 1 Mile Higher CO8000000266416CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115914URL: ADDRESS: 0106 CR 803/ FOUR WAY CR, FRASER, CO 80442. DMW 06/22/12 AS A WELL ON 1.16 ACRE TRACT. LIMIT USE TO HUO BEING, 1 SFD & NO OUTSIDE USES. TAX #R080800. PHYComments: Not ReportedOGCC ID: JUKKOLA, EDWARD EApplicant: 210Static Water Depth (ft): 0Yield (gal/min): 260Base of Last Perf Casing: 220Top of First Perf Casing: 280Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1976-05-25Start Use Date: 1975-05-25Construction Date: Not ReportedExpiration Date: 1976-05-17Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.15999997Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115914Permit Receipt #: 83792-Permit #: T98 ENE 1/2 - 1 Mile Higher CO8000000546007CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115919URL: ADDRESS: 0288 CR 803, FRASER, CO 80442. DMW 06/21/12 AS A WELL ON 1 ACRE TRACT. LIMIT USE TO HUO BEING, 1 SFD & NO OUTSIDE USES. TAX #R080320. PHYComments: Not ReportedOGCC ID: MCDONALD, BRUCEApplicant: 150Static Water Depth (ft): 10Yield (gal/min): 220Base of Last Perf Casing: 180Top of First Perf Casing: 220Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1977-07-15Pump Install Date: 1977-07-15Start Use Date: 1976-06-23Construction Date: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-59 https://dwr.state.co.us/Tools/WellPermits/0414465URL: USE TO HUO BEING, 1 SFD & NO OUTSIDE USES. TAX #R080280. DMW 06/21/12 EXPIRED PERMIT! DRILLERS LOG NOT SUBMITTED. X-REFER FILE NOS. 111546(EP), 128852(EP) & 288659. LIMComments: Not ReportedOGCC ID: HERBERT TERRY & LOUISEApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1997-06-02Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.02999997Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit ExpiredWell Status: 5105283CO DWR ID #: 0414465Permit Receipt #: 203102-Permit #: V101 ENE 1/2 - 1 Mile Higher CO8000000224348CO WELLS https://dwr.state.co.us/Tools/WellPermits/3658287URL: Not ReportedComments: Not ReportedOGCC ID: DOUCETTE, RICHARD PApplicant: 73Static Water Depth (ft): 10Yield (gal/min): 300Base of Last Perf Casing: 240Top of First Perf Casing: 300Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2015-10-07Pump Install Date: Not ReportedStart Use Date: 2013-10-28Construction Date: Not ReportedExpiration Date: 2013-01-16Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 6.36999989Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 3658287Permit Receipt #: 290149-Permit #: Y100 WNW 1/2 - 1 Mile Higher CO8000000386917CO WELLS https://dwr.state.co.us/Tools/WellPermits/0472506URL: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-60 Well ConstructedWell Status: Not ReportedCO DWR ID #: 9116330Permit Receipt #: 127006-Permit #: X104 NE 1/2 - 1 Mile Higher CO8000000546416CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115381URL: Not ReportedComments: Not ReportedOGCC ID: ROGERS, RODNEYApplicant: 0Static Water Depth (ft): 5Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2018-01-23Pump Install Date: 1971-10-05Start Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115381Permit Receipt #: 48435-Permit #: 103 SSE 1/2 - 1 Mile Higher CO8000000545440CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115807URL: ADDRESS: 0189 CR 803, FRASER, CO 80442. DMW 06/21/12 ONLY WELL ON 1.4 ACRE TRACT. LIMIT USE TO HUO BEING, 1 SFD & NO OUTSIDE USES. TAX #R071770. PHYComments: Not ReportedOGCC ID: CHERGO, WM RApplicant: 120Static Water Depth (ft): 0Yield (gal/min): 230Base of Last Perf Casing: 170Top of First Perf Casing: 230Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1974-10-24Start Use Date: 1974-10-24Construction Date: Not ReportedExpiration Date: 1974-09-16Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.39999998Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115807Permit Receipt #: 76626-Permit #: T102 NE 1/2 - 1 Mile Higher CO8000000545894CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-61 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.02999997Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: 5105283CO DWR ID #: 9503587Permit Receipt #: 288659-Permit #: V106 ENE 1/2 - 1 Mile Higher CO8000000573488CO WELLS https://dwr.state.co.us/Tools/WellPermits/0107512URL: #R080280. DMW 06/21/12 X-REFER CASE NO. 79CW0211 (ABANDONED 03/19/84). LIMIT USE TO HUO BEING, 1 SFD & NO OUTSIDE USES EXPIRED PERMIT! DRILLERS LOG NOT SUBMITTED. X-REFER FILE NOS. 128852(EP), 203102(EP) & 288659.Comments: Not ReportedOGCC ID: MCDAVID, DON JApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1979-11-08Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.02999997Parcel Size: 79CW0211Water Court Case #: 0Well Name: Permit ExpiredWell Status: 5105283CO DWR ID #: 0107512Permit Receipt #: 111546-Permit #: V105 ENE 1/2 - 1 Mile Higher CO8000000090252CO WELLS https://dwr.state.co.us/Tools/WellPermits/9116330URL: PHY ADDRESS: 0260 CR 803, FRASER, CO 80442. DMW 06/22/12 AS THE ONLY WELL ON 1.22 ACRE TRACT. LIMIT USE TO HUO BEING, 1 SFD & NO OUTSIDE USES. TAX #R072Comments: Not ReportedOGCC ID: SIMS ALISSA MOOREApplicant: 120Static Water Depth (ft): 0Yield (gal/min): 240Base of Last Perf Casing: 120Top of First Perf Casing: 240Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1983-11-16Start Use Date: 1982-09-22Construction Date: Not ReportedExpiration Date: 1982-08-26Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.22000003Parcel Size: Not ReportedWater Court Case #: 0Well Name: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-62 ONLY WELL ON 1 ACRE, HUAComments: Not ReportedOGCC ID: PUFPAFF, DANIELApplicant: 210Static Water Depth (ft): 6.5Yield (gal/min): 300Base of Last Perf Casing: 210Top of First Perf Casing: 300Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1993-06-19Pump Install Date: Not ReportedStart Use Date: 1993-03-10Construction Date: Not ReportedExpiration Date: 1993-01-21Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0345758Permit Receipt #: 168204-Permit #: Z108 ENE 1/2 - 1 Mile Higher CO8000000174093CO WELLS https://dwr.state.co.us/Tools/WellPermits/9503587URL: LIMIT USE TO HUO BEING, 1 SFD & NO OUTSIDE USES. TAX #R080280. = LOCATION! X-REFER FILE NOS. 111546(EP), 128852(EP) & 203102(EP). ONLY WELL ON 1.03 ACRE TRACT.Comments: Not ReportedOGCC ID: HAGEN, JANETApplicant: 174Static Water Depth (ft): 11Yield (gal/min): 325Base of Last Perf Casing: 125Top of First Perf Casing: 345Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2012-09-19Pump Install Date: Not ReportedStart Use Date: 2012-07-31Construction Date: Not ReportedExpiration Date: 2012-06-21Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.02999997Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: 5105283CO DWR ID #: 9503587Permit Receipt #: 288659-Permit #: V107 ENE 1/2 - 1 Mile Higher CO8000000573489CO WELLS https://dwr.state.co.us/Tools/WellPermits/9503587URL: LIMIT USE TO HUO BEING, 1 SFD & NO OUTSIDE USES. TAX #R080280. = LOCATION! X-REFER FILE NOS. 111546(EP), 128852(EP) & 203102(EP). ONLY WELL ON 1.03 ACRE TRACT.Comments: Not ReportedOGCC ID: HAGEN, CHAD D.Applicant: 174Static Water Depth (ft): 11Yield (gal/min): 325Base of Last Perf Casing: 125Top of First Perf Casing: 345Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2012-09-19Pump Install Date: Not ReportedStart Use Date: 2012-07-31Construction Date: Not ReportedExpiration Date: 2012-06-21Issued Date: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-63 https://dwr.state.co.us/Tools/WellPermits/0377288URL: ADDRESS: 0140 CR 803, FRASER, CO 80442. DMW 06/22/12 ONLY WELL ON 1.0 ACRE TRACT. LIMIT USE TO HUO BEING, 1 SFD & NO OUTSIDE USES. TAX #R081520. PHYComments: Not ReportedOGCC ID: PRINCE, ANDREA M.Applicant: 194Static Water Depth (ft): 10Yield (gal/min): 300Base of Last Perf Casing: 170Top of First Perf Casing: 300Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1995-12-15Pump Install Date: Not ReportedStart Use Date: 1995-03-30Construction Date: Not ReportedExpiration Date: 1994-12-20Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0377288Permit Receipt #: 184112-Permit #: T110 NE 1/2 - 1 Mile Higher CO8000000196640CO WELLS https://dwr.state.co.us/Tools/WellPermits/0377288URL: ADDRESS: 0140 CR 803, FRASER, CO 80442. DMW 06/22/12 ONLY WELL ON 1.0 ACRE TRACT. LIMIT USE TO HUO BEING, 1 SFD & NO OUTSIDE USES. TAX #R081520. PHYComments: Not ReportedOGCC ID: PRINCE, THOMAS M.Applicant: 194Static Water Depth (ft): 10Yield (gal/min): 300Base of Last Perf Casing: 170Top of First Perf Casing: 300Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1995-12-15Pump Install Date: Not ReportedStart Use Date: 1995-03-30Construction Date: Not ReportedExpiration Date: 1994-12-20Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0377288Permit Receipt #: 184112-Permit #: T109 NE 1/2 - 1 Mile Higher CO8000000196639CO WELLS https://dwr.state.co.us/Tools/WellPermits/0345758URL: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-64 https://dwr.state.co.us/Tools/WellPermits/0341040URL: SAME WELL AS PERMIT NO. 75838. NO LOG AVAILABLEComments: Not ReportedOGCC ID: MADRAZO, LURINDAApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1992-11-25Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 1.13999999Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit IssuedWell Status: Not ReportedCO DWR ID #: 0341040Permit Receipt #: 167533-Permit #: X112 NE 1/2 - 1 Mile Higher CO8000000171022CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115397URL: 0075 CR 8031, FRASER, CO 80442. FOOTAGE DISTANCE APPROX @ CENTER OF LOT. DMW 06/21/12 AS A WELL ON 1.0 ACRE TRACT. LIMIT TO HISTORIC USE PRIOR MAY 8, 1972. TAX #R080300. PHY ADDRESS:Comments: Not ReportedOGCC ID: AMBRUSO DANIEL R & KATHERINE WApplicant: 162Static Water Depth (ft): 0Yield (gal/min): 285Base of Last Perf Casing: 182Top of First Perf Casing: 285Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1972-07-10Start Use Date: 1972-07-10Construction Date: Not ReportedExpiration Date: 1971-10-06Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 1Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115397Permit Receipt #: 49229-Permit #: V111 ENE 1/2 - 1 Mile Higher CO8000000545457CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-65 https://dwr.state.co.us/Tools/WellPermits/9115635URL: RD. DMW 08/14/14 LIMIT USE TO HUO BEING, 1 SFD & NO OUTSIDE USES. TAX #R080350. PHY ADDRESS: 0199 CORD520/DUCOM ABANDONMENT REPORT NEEDED! X-REFER FILE NO. 67929-A & CASE NO. W3527. ONLY WELL ON 0.91 ACREComments: Not ReportedOGCC ID: MCGRAW, GARY NApplicant: 75Static Water Depth (ft): 0Yield (gal/min): 88Base of Last Perf Casing: 68Top of First Perf Casing: 88Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1973-06-30Start Use Date: 1973-07-02Construction Date: Not ReportedExpiration Date: 1973-03-16Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: .91000003Parcel Size: W3527Water Court Case #: 0Well Name: Well ReplacedWell Status: 5105285CO DWR ID #: 9115635Permit Receipt #: 67929-Permit #: AA114 WNW 1/2 - 1 Mile Higher CO8000000545710CO WELLS https://dwr.state.co.us/Tools/WellPermits/9116195URL: TRACT AComments: Not ReportedOGCC ID: MILLER, WILMAApplicant: 30Static Water Depth (ft): 0Yield (gal/min): 60Base of Last Perf Casing: 55Top of First Perf Casing: 60Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1979-07-23Start Use Date: 1979-06-13Construction Date: Not ReportedExpiration Date: 1978-09-13Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9116195Permit Receipt #: 101864-Permit #: Y113 WNW 1/2 - 1 Mile Higher CO8000000546274CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-66 https://dwr.state.co.us/Tools/WellPermits/0304280URL: DMW 12/02/15 LOCATION @ PHY ADDRESS: 0018 CR 731/ARENA RD. TAX #R083832. X-REFER FILE NOS. 115090(EP) & 15550 APPLICATION WITHDRAWN! PER SE GL 2003-4. ORIGINAL AU DATED 08/23/1989 AND NOT RESUBMITTED. PROComments: Not ReportedOGCC ID: WORK, JOHN EApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 1Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 5.67999983Parcel Size: Not ReportedWater Court Case #: 0Well Name: Application WithdrawnWell Status: Not ReportedCO DWR ID #: 0304280Permit Receipt #: Not ReportedPermit #: AB116 WSW 1/2 - 1 Mile Higher CO8000000150799CO WELLS https://dwr.state.co.us/Tools/WellPermits/0205375URL: CORD731/ARENA RD. TAX #R083832. DMW 12/02/15 WELL ON 5.68 ACRE TRACT. LIMIT USE TO HUO BEING, 1 SFD & NO OUTSIDE USES. PHY ADDRESS: 0018 EXPIRED PERMIT! DRILLERS LOG NOT SUBMITTED. X-REFER FILE NO. 155504 & RECEIPT NO. 0304280(AW). OComments: Not ReportedOGCC ID: WORK, JOHN EApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1980-07-14Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 5.67999983Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit ExpiredWell Status: Not ReportedCO DWR ID #: 0205375Permit Receipt #: 115090-Permit #: AB115 WSW 1/2 - 1 Mile Higher CO8000000096598CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-67 https://dwr.state.co.us/Tools/WellPermits/9115607URL: SOUTH, RNG 76 WEST, 6TH. SEE FILE. DMW 8/20/14. (LOT 13, GRANDMOTHER MILLERS TRACTS, PIN: 25-1587-183-01-009. ICEBOX ESTATES IS: SEC 24, TWP 1 LOCATION ERROR! GWS-42 OR NEW PERMIT NEEDED TO CORRECT LOCATION & OWNER. APPEARS TO BE TComments: Not ReportedOGCC ID: SABERT, ROY LApplicant: 80Static Water Depth (ft): 0Yield (gal/min): 115Base of Last Perf Casing: 95Top of First Perf Casing: 115Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1972-12-15Start Use Date: 1972-12-05Construction Date: Not ReportedExpiration Date: 1972-10-25Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115607Permit Receipt #: 65943-Permit #: Y118 WNW 1/2 - 1 Mile Higher CO8000000545681CO WELLS https://dwr.state.co.us/Tools/WellPermits/0247735URL: #R080350. PHY ADDRESS: 0199 CORD520/DUCOMMIN RD. DMW 08/14/1 NO. W3527. ONLY WELL ON 0.91 ACRE TRACT. LIMIT USE TO HUO BEING, 1 SFD & NO OUTSIDE USES. TAX ABANDONMENT REPORT NEEDED FOR ORIGINAL WELL! REPLACE EXISTING WELL. X-REFER FILE NO. 67929Comments: Not ReportedOGCC ID: MCGRAW, GARY NApplicant: 75Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 125Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1984-09-25Start Use Date: 1984-07-26Construction Date: Not ReportedExpiration Date: 1984-09-14Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: .91000003Parcel Size: W3527Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105285CO DWR ID #: 0247735Permit Receipt #: 67929--APermit #: AA117 WNW 1/2 - 1 Mile Higher CO8000000120757CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-68 https://dwr.state.co.us/Tools/WellPermits/0909474URL: FRASER, CO 80442. DMW 06/21/12 EXPIRED PERMIT! DRILLERS LOG NOT SUBMITTED. TAX #R070990. PHY ADDRESS: PHY ADDRESS: 0135 CR 8Comments: Not ReportedOGCC ID: SHELTON, DOUGLAS KApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1973-07-23Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit ExpiredWell Status: Not ReportedCO DWR ID #: 0909474Permit Receipt #: 70172-Permit #: Z120 ENE 1/2 - 1 Mile Higher CO8000000320720CO WELLS https://dwr.state.co.us/Tools/WellPermits/0392125URL: USES. TAX #R070990. PHY ADDRESS: 0135 CR 8031, FRASER, CO 80442. DMW 06/21/12 X-REFER FILE NO. 70172(EP). ONLY WELL ON 1.0 ACRE TRACT. LIMIT USE TO HUO BEING, 1 SFD & NO OUTSIComments: Not ReportedOGCC ID: PETERS STEPHEN C & RENEE MORAApplicant: 189Static Water Depth (ft): 6Yield (gal/min): 325Base of Last Perf Casing: 180Top of First Perf Casing: 325Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1998-07-24Pump Install Date: Not ReportedStart Use Date: 1996-06-12Construction Date: Not ReportedExpiration Date: 1995-11-17Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0392125Permit Receipt #: 191375-Permit #: Z119 ENE 1/2 - 1 Mile Higher CO8000000207586CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-69 https://dwr.state.co.us/Tools/WellPermits/3687911URL: Not ReportedComments: Not ReportedOGCC ID: CARMACK, NANCYApplicant: 115Static Water Depth (ft): 12Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 340Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2019-06-17Pump Install Date: Not ReportedStart Use Date: 2018-12-13Construction Date: Not ReportedExpiration Date: 2018-09-11Issued Date: .38999999Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 2.4000001Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 3687911Permit Receipt #: 82476-FPermit #: 122 NE 1/2 - 1 Mile Higher CO8000000418159CO WELLS https://dwr.state.co.us/Tools/WellPermits/0342906URL: ANIMALS, NO OTHER OUTSIDE USES. TAX #R082850. PHY ADDRESS: THE ONLY WELL ON 1.46 ACRE TRACT. LIMIT USE TO HUO BEING, 1 SFD & WATER NON-COMMERCIAL DOME HOUSEHOLD USE ONLY WELL PERMIT AMENDED TO ALLOW THE WATERING OF NON-COMMERCIAL DOMESTComments: Not ReportedOGCC ID: LYFORD RICHARD T II & REILLY ELLENApplicant: 182Static Water Depth (ft): 2.5Yield (gal/min): 300Base of Last Perf Casing: 200Top of First Perf Casing: 300Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1993-03-17Pump Install Date: Not ReportedStart Use Date: 1993-03-08Construction Date: Not ReportedExpiration Date: 1992-09-22Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.46000004Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0342906Permit Receipt #: 166391-Permit #: AC121 NE 1/2 - 1 Mile Higher CO8000000172336CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-70 https://dwr.state.co.us/Tools/WellPermits/0261300AURL: 5/27/05 EXPIRED PERMIT, 3/16/01! NO DRILLERS LOG. X-REFER EXPIRED PERMIT NO. 232127. TAX #R072530. DMWComments: Not ReportedOGCC ID: DOUCETTE RICHARD P & CHRISTINE OApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1986-01-13Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 6.36999989Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit ExpiredWell Status: Not ReportedCO DWR ID #: 0261300APermit Receipt #: 142622-Permit #: AA124 WNW 1/2 - 1 Mile Higher CO8000000129581CO WELLS https://dwr.state.co.us/Tools/WellPermits/0305021URL: #R083832. DMW 12/02/15 HUO BEING, 1 SFD & WATER NON-COMMERCIAL DOMESTIC ANIMALS. PHY ADDRESS: 0018 CR 0731/ARENA R ONLY WELL ON 5.68 ACRE TRACT. X-REFER FILE NO. 115090(EP) & RECEIPT NO. 0304280(AW). LIMIT USE TOComments: Not ReportedOGCC ID: POWERS, GRAHAMApplicant: 45Static Water Depth (ft): 0Yield (gal/min): 90Base of Last Perf Casing: 50Top of First Perf Casing: 90Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1991-09-27Construction Date: 2015-12-02Expiration Date: 1990-10-03Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 5.67999983Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0305021Permit Receipt #: 155504-Permit #: AB123 WSW 1/2 - 1 Mile Higher CO8000000151162CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-71 https://dwr.state.co.us/Tools/WellPermits/9504039URL: ADDRRESS: 0095 CR 731, GRAND COUNTY. TAX #R309179. DMW 12/02/15 = LOCATION! ONLY WELL ON 1.45 ACRE TRACT. LIMIT SUE TO HUO BEING 1 SFD & NO OUTSIDE USES. PHYComments: Not ReportedOGCC ID: WASS, MANDYApplicant: 38Static Water Depth (ft): 10Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 59Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2018-12-19Pump Install Date: Not ReportedStart Use Date: 2018-07-16Construction Date: 2017-12-04Expiration Date: 2015-12-02Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.45000005Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9504039Permit Receipt #: 299583-Permit #: AD126 West 1/2 - 1 Mile Higher CO8000000574097CO WELLS https://dwr.state.co.us/Tools/WellPermits/0261300BURL: EXPIRED PERMIT, 3/16/01! NO DRILLERS LOG. X-REFER PERMIT NO. 165530. TAX #R072540. DMW 5/27/05Comments: Not ReportedOGCC ID: DOUCETTE RICHARD P & CHRISTINE OApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1986-01-13Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 8.93999958Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit ExpiredWell Status: Not ReportedCO DWR ID #: 0261300BPermit Receipt #: 142623-Permit #: AA125 WNW 1/2 - 1 Mile Higher CO8000000129582CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-72 https://dwr.state.co.us/Tools/WellPermits/0246506URL: ADDRESS: 0196 CR 803, FRASER, CO. DMW 06/12/12 ONLY WELL ON 1.3 ACRE TRACT. LIMIT USE TO HUO BEING, 1 SFD & NO OUTSIDE USES. TAX #R080360. PHYComments: Not ReportedOGCC ID: MCILVAIN, GREG WApplicant: 140Static Water Depth (ft): 0Yield (gal/min): 240Base of Last Perf Casing: 140Top of First Perf Casing: 240Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1984-09-16Construction Date: Not ReportedExpiration Date: 1984-06-27Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.29999995Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0246506Permit Receipt #: 135992-Permit #: AC128 NE 1/2 - 1 Mile Higher CO8000000119948CO WELLS https://dwr.state.co.us/Tools/WellPermits/0017749URL: APPLICATION DENIED! X-REFER FILE NO. 18046-F DMW 10/22/12Comments: Not ReportedOGCC ID: WINTER PARK WEST WATER & SANITATION DISTApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Application DeniedWell Status: Not ReportedCO DWR ID #: 0017749Permit Receipt #: 2838-ADPermit #: AE127 ESE 1/2 - 1 Mile Higher CO8000000017434CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-73 https://dwr.state.co.us/Tools/WellPermits/9115208URL: #R309180. DMW 12/02/15 LIMIT TO HISTORIC USE PRIOR MAY 8, 1972. X-REFER CASE NO. W-1326. PHY ADDRESS: 0074 CR 731. TAXComments: Not ReportedOGCC ID: DEVRIES ELIZABETH ANNApplicant: 15Static Water Depth (ft): 0Yield (gal/min): 47Base of Last Perf Casing: 41Top of First Perf Casing: 47Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1969-07-23Start Use Date: 1969-07-22Construction Date: Not ReportedExpiration Date: 1969-07-08Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 21.67000008Parcel Size: W1326Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105098CO DWR ID #: 9115208Permit Receipt #: 38504-Permit #: AD130 West 1/2 - 1 Mile Higher CO8000000545258CO WELLS https://dwr.state.co.us/Tools/WellPermits/9114997URL: X-REFER FILE NOS. 2838-AD, 24480-F. DMW 10/25/12Comments: Not ReportedOGCC ID: WINTER PARK WEST WATER & SANITATION DISTApplicant: 1Static Water Depth (ft): 0Yield (gal/min): 105Base of Last Perf Casing: 65Top of First Perf Casing: 120Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1974-05-17Start Use Date: 1974-05-17Construction Date: Not ReportedExpiration Date: 1974-01-24Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: W0995Water Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9114997Permit Receipt #: 18046-FPermit #: AE129 ESE 1/2 - 1 Mile Higher CO8000000545035CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-74 Well ConstructedWell Status: 5105911CO DWR ID #: 3653340BPermit Receipt #: 75842-FPermit #: AF133 NNW 1/2 - 1 Mile Lower CO8000000382681CO WELLS https://dwr.state.co.us/Tools/WellPermits/0511985URL: Not ReportedComments: Not ReportedOGCC ID: FRASER VALLEY METROPOLITAN REC DISTRICTApplicant: 15Static Water Depth (ft): 0Yield (gal/min): 221Base of Last Perf Casing: 136Top of First Perf Casing: 225Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1999-07-28Construction Date: Not ReportedExpiration Date: 2003-06-25Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: CommercialWell Use: 37.90000153Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit CanceledWell Status: Not ReportedCO DWR ID #: 0511985Permit Receipt #: 251341-Permit #: AF132 NNW 1/2 - 1 Mile Lower CO8000000291349CO WELLS https://dwr.state.co.us/Tools/WellPermits/0445113URL: DRINKING FOUNTAINS AND RESTROOMS AT OUTDOOR SPORTS COMPLEXComments: Not ReportedOGCC ID: FRASER VALLEY METRO REC DISTApplicant: 45Static Water Depth (ft): 0Yield (gal/min): 221Base of Last Perf Casing: 136Top of First Perf Casing: 221Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1999-07-28Construction Date: Not ReportedExpiration Date: 1999-05-27Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: CommercialWell Use: 40Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit CanceledWell Status: Not ReportedCO DWR ID #: 0445113Permit Receipt #: 217853-Permit #: AF131 NNW 1/2 - 1 Mile Lower CO8000000246970CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-75 Not ReportedStart Use Date: 1994-06-21Construction Date: Not ReportedExpiration Date: 2018-10-31Issued Date: 0Yrly Appropriation: 1Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 39.15999985Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit CanceledWell Status: Not ReportedCO DWR ID #: 3689040BPermit Receipt #: 311557-Permit #: AH135 ENE 1/2 - 1 Mile Higher CO8000000419733CO WELLS https://dwr.state.co.us/Tools/WellPermits/0032190URL: WELL NOS. 1 & 2 ARE LOCATED ON THIS PARCEL. DMW 5/27/05 LIMIT TO HISTORIC USE PRIOR MAY 8, 1972. PHY ADDRESS: 0337 CR 5, GRAND COUNTY. TAX #R080640. MILLComments: Not ReportedOGCC ID: MACGREGOR, DARCYApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 8Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1955-07-15Start Use Date: 1955-07-15Construction Date: Not ReportedExpiration Date: 1997-11-12Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 7.01999998Parcel Size: W-1570Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105120CO DWR ID #: 0032190Permit Receipt #: 206460-Permit #: AG134 NW 1/2 - 1 Mile Lower CO8000000035827CO WELLS https://dwr.state.co.us/Tools/WellPermits/3653340BURL: Not ReportedComments: Not ReportedOGCC ID: FRASER VALLEY METROPOLITAN RECREATIONApplicant: 0Static Water Depth (ft): 50Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 225Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2010-12-30Pump Install Date: Not ReportedStart Use Date: 1999-07-28Construction Date: Not ReportedExpiration Date: 2012-01-27Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: MunicipalAddtl Well Use: IrrigationWell Use: 37.90000153Parcel Size: 10CW0198Water Court Case #: 0Well Name: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-76 https://dwr.state.co.us/Tools/WellPermits/0369940URL: NO SUBDIVISION INFO LISTED WATER DOMESTIC ANIMALS. TAX #R028282 (TOTALING 79.05 ACRES (80 ACRES LESS CR ROW)). DMW 06/22/ ONLY WELL ON 40 ACRE TRACT (W1/2, W1/2, SE1/4). LIMIT USE TO 3 SFD, 1 ACRE LAWN & GARDEN IRRG &Comments: Not ReportedOGCC ID: MORNINGSTAR MEADOWS LLC (BOCK, CHRISTOPHER J.)Applicant: 210Static Water Depth (ft): 6Yield (gal/min): 335Base of Last Perf Casing: 170Top of First Perf Casing: 335Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1994-06-27Pump Install Date: Not ReportedStart Use Date: 1994-06-21Construction Date: Not ReportedExpiration Date: 1994-06-09Issued Date: 0Yrly Appropriation: 1Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 40Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit CanceledWell Status: Not ReportedCO DWR ID #: 0369940Permit Receipt #: 80376--APermit #: AH137 ENE 1/2 - 1 Mile Higher CO8000000190688CO WELLS https://dwr.state.co.us/Tools/WellPermits/3696525URL: Not ReportedComments: Not ReportedOGCC ID: STOKELD, ALEXApplicant: 210Static Water Depth (ft): 6Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 335Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1994-06-27Pump Install Date: Not ReportedStart Use Date: 1994-06-21Construction Date: Not ReportedExpiration Date: 2020-02-04Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 6.75Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 3696525Permit Receipt #: 316466-Permit #: AH136 ENE 1/2 - 1 Mile Higher CO8000000428551CO WELLS https://dwr.state.co.us/Tools/WellPermits/3689040BURL: Not ReportedComments: Not ReportedOGCC ID: MORNINGSTAR MEADOWS LLC (BOCK, CHRISTOPHER J.)Applicant: 210Static Water Depth (ft): 6Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 335Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1994-06-27Pump Install Date: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-77 https://dwr.state.co.us/Tools/WellPermits/0361826URL: 5/27/05 HUO, ONLY WELL ON 1.69 ACRES. PHY ADDRESS: 0079 CR 520/DUCOMMIN, GRAND COUNTY. TAX #R080740. Comments: Not ReportedOGCC ID: MUNRO, BRIANApplicant: 70Static Water Depth (ft): 0Yield (gal/min): 120Base of Last Perf Casing: 70Top of First Perf Casing: 120Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1994-04-14Construction Date: Not ReportedExpiration Date: 1993-11-18Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.70000005Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0361826Permit Receipt #: 174666-Permit #: AA139 WNW 1/2 - 1 Mile Higher CO8000000184604CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115616URL: SOUTH). GWS-42 NEEDED PERMIT ERROR! APPEARS TO BE LOT 5, FOUR WAY ESTATES NOT WINTER PARK HIGHLANDS (TWP 1 NORTH CORRECTIVE ACTION NEEDED. PERMIT HUO, ASSESSOR NOTED "DUPLX/TRPX" "USE CODE MOTHER IN LAWComments: Not ReportedOGCC ID: PAULSON, JERRYApplicant: 240Static Water Depth (ft): 0Yield (gal/min): 285Base of Last Perf Casing: 225Top of First Perf Casing: 285Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1972-12-12Start Use Date: 1972-12-12Construction Date: Not ReportedExpiration Date: 1972-11-22Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115616Permit Receipt #: 66449-Permit #: AC138 NE 1/2 - 1 Mile Higher CO8000000545691CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-78 https://dwr.state.co.us/Tools/WellPermits/0010119URL: ADDRESS: 0209 CR 8031, FRASER, CO 80442. DMW 06/22/12 ONLY WELL ON 1.0 ACRE TRACT. LIMIT USE TO HUO BEING, 1 SFD & NO OUTSIDE USES. TAX #R072130. PHYComments: Not ReportedOGCC ID: COURVILLE, JAMESApplicant: 100Static Water Depth (ft): 0Yield (gal/min): 240Base of Last Perf Casing: 140Top of First Perf Casing: 240Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1984-10-17Construction Date: Not ReportedExpiration Date: 1984-10-04Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0010119Permit Receipt #: 137364-Permit #: AC141 NE 1/2 - 1 Mile Higher CO8000000008240CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115859URL: & NO OUTSIDE USES. TAX #R028282 (TOTALING 79.05 ACRES (80 ACRES LESS CR ROW)). DMW 06/22/12 ABANDONED WELL. X-REFER FILE NO. 80376-A. AS A WELL ON 80 ACRE TRACT. LIMIT USE TO HUO BEING, 1 Comments: Not ReportedOGCC ID: MARTLING, JOHN EApplicant: 140Static Water Depth (ft): 0Yield (gal/min): 200Base of Last Perf Casing: 120Top of First Perf Casing: 200Well Depth: 0Surface Elevation: 1994-08-30Well Plug Date: Not ReportedPump Install Date: 1975-09-05Start Use Date: 1975-09-05Construction Date: Not ReportedExpiration Date: 1975-08-14Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 80Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ReplacedWell Status: Not ReportedCO DWR ID #: 9115859Permit Receipt #: 80376-Permit #: AH140 ENE 1/2 - 1 Mile Higher CO8000000545950CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-79 Permit IssuedWell Status: Not ReportedCO DWR ID #: 0034963Permit Receipt #: 34963-MHPermit #: AJ144 SE 1/2 - 1 Mile Higher CO8000000039234CO WELLS https://dwr.state.co.us/Tools/WellPermits/0102598URL: Not ReportedComments: Not ReportedOGCC ID: CHAIN, RANDALL OApplicant: 60Static Water Depth (ft): 0Yield (gal/min): 105Base of Last Perf Casing: 40Top of First Perf Casing: 105Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1980-08-12Construction Date: Not ReportedExpiration Date: 1979-04-04Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0102598Permit Receipt #: 105406-Permit #: 143 WNW 1/2 - 1 Mile Higher CO8000000086831CO WELLS https://dwr.state.co.us/Tools/WellPermits/0506880BURL: DEADLINE WAIVED PER PENDING WATER COURT CASE NO. 03CW133 (SEE AU COPY IN MY OFFICE) - CJE 14Comments: Not ReportedOGCC ID: FRASER WATER & SANITATION DISTRICTApplicant: 6Static Water Depth (ft): 25Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 22Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2003-12-31Pump Install Date: Not ReportedStart Use Date: 2003-11-20Construction Date: 2006-03-06Expiration Date: 2005-03-10Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: IndustrialAddtl Well Use: CommercialWell Use: 0Parcel Size: 03CW0133Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105916CO DWR ID #: 0506880BPermit Receipt #: 62350-FPermit #: AI142 North 1/2 - 1 Mile Lower CO8000000288352CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-80 Not ReportedStart Use Date: 1969-06-06Construction Date: Not ReportedExpiration Date: 2012-06-01Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 39.52999878Parcel Size: 07CW121Water Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 3654866Permit Receipt #: 76070-FPermit #: AK146 NE 1/2 - 1 Mile Higher CO8000000383933CO WELLS https://dwr.state.co.us/Tools/WellPermits/0032189URL: WELL NOS. 1 & 2 ARE LOCATED ON THIS PARCEL. DMW 5/27/05 LIMIT TO HISTORIC USE PRIOR MAY 8, 1972. PHY ADDRESS: 0337 CR 5, GRAND COUNTY. TAX #R080640. MILLComments: Not ReportedOGCC ID: MACGREGOR, DARCYApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 10Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1955-06-10Start Use Date: 1955-06-10Construction Date: Not ReportedExpiration Date: 1997-11-12Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 7.01999998Parcel Size: W-1570Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105119CO DWR ID #: 0032189Permit Receipt #: 206459-Permit #: AG145 NW 1/2 - 1 Mile Lower CO8000000035826CO WELLS https://dwr.state.co.us/Tools/WellPermits/0034963URL: Not ReportedComments: Not ReportedOGCC ID: MARYVALE LLCApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1998-11-03Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Monitoring/SamplingWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-81 https://dwr.state.co.us/Tools/WellPermits/9115864URL: Not ReportedComments: Not ReportedOGCC ID: TIERNEY, ROBERT P.Applicant: 34Static Water Depth (ft): 0Yield (gal/min): 60Base of Last Perf Casing: 55Top of First Perf Casing: 60Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1975-12-12Start Use Date: 1975-12-12Construction Date: Not ReportedExpiration Date: 1975-08-28Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.35000002Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115864Permit Receipt #: 80606-Permit #: AL148 West 1/2 - 1 Mile Higher CO8000000545955CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115152URL: PUMP REPORT NOT AVAILABLE, OWNER SUMITTED FORM GWS-68; REPLACED WITH 76070-F 6/1/12 KAA;Comments: Not ReportedOGCC ID: DAVIS, PHILIPApplicant: 90Static Water Depth (ft): 0Yield (gal/min): 260Base of Last Perf Casing: 120Top of First Perf Casing: 260Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1969-06-06Construction Date: Not ReportedExpiration Date: 1969-06-04Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit CanceledWell Status: 5105892CO DWR ID #: 9115152Permit Receipt #: 34327--APermit #: AK147 NE 1/2 - 1 Mile Higher CO8000000545200CO WELLS https://dwr.state.co.us/Tools/WellPermits/3654866URL: PROPOSED ASPEN RIDGE SUBDIVISION EXEMPTION LOT 2, KAA 6/1/12;Comments: Not ReportedOGCC ID: CABLE, RYANApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 260Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-82 WellType: SC00107524ADAMonitor Location: USGS Colorado Water Science CenterOrganization Name: USGS-COOrganization ID: AL151 West 1/2 - 1 Mile Higher USGS40000214706FED USGS https://dwr.state.co.us/Tools/WellPermits/9115304URL: 10/22/12 LIMIT TO HISTORIC USE PRIOR MAY 8, 1972. PHY ADDRESS: 0930 CR 8, GRAND COUNTY. TAX #R085030. DMWComments: Not ReportedOGCC ID: HARMAN DAVID & LINNEAApplicant: 120Static Water Depth (ft): 0Yield (gal/min): 230Base of Last Perf Casing: 200Top of First Perf Casing: 230Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1971-01-14Start Use Date: 1971-01-14Construction Date: Not ReportedExpiration Date: 1971-10-13Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 4.46000004Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115304Permit Receipt #: 44200-Permit #: 150 ENE 1/2 - 1 Mile Higher CO8000000545357CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115864URL: Not ReportedComments: Not ReportedOGCC ID: TIERNEY, KELLY R.Applicant: 34Static Water Depth (ft): 0Yield (gal/min): 60Base of Last Perf Casing: 55Top of First Perf Casing: 60Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1975-12-12Start Use Date: 1975-12-12Construction Date: Not ReportedExpiration Date: 1975-08-28Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.35000002Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115864Permit Receipt #: 80606-Permit #: AL149 West 1/2 - 1 Mile Higher CO8000000545956CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-83 Not ReportedComments: Not ReportedOGCC ID: KELLOG, STANLEY EApplicant: 50Static Water Depth (ft): 0Yield (gal/min): 84Base of Last Perf Casing: 74Top of First Perf Casing: 84Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1979-05-04Start Use Date: 1979-05-04Construction Date: Not ReportedExpiration Date: 1978-10-25Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0098549Permit Receipt #: 102915-Permit #: AL153 WNW 1/2 - 1 Mile Higher CO8000000084436CO WELLS https://dwr.state.co.us/Tools/WellPermits/0207800URL: Not ReportedComments: Not ReportedOGCC ID: SILBER, SALLY JApplicant: 40Static Water Depth (ft): 0Yield (gal/min): 63Base of Last Perf Casing: 42Top of First Perf Casing: 63Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1980-09-29Construction Date: Not ReportedExpiration Date: 1980-09-26Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.05999994Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0207800Permit Receipt #: 116345-Permit #: AL152 West 1/2 - 1 Mile Higher CO8000000097882CO WELLS The site was being pumped.Note: Not ReportedFeet to sea level: 20Feet below surface: 1968-06-07Level reading date: 1Ground water levels,Number of Measurements: ftWell Hole Depth Units: 85Well Hole Depth: ftWell Depth Units: 85Well Depth: Not ReportedConstruction Date: Not ReportedAquifer Type: Not ReportedFormation Type: Not ReportedAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 14010001HUC: Not ReportedDescription: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-84 https://dwr.state.co.us/Tools/WellPermits/0340962URL: X-REFER EXPIRED PERMIT NO. 142623. TAX #R072540. PHY ADDRESS: 0063 CR 520/DUCOMMIM. DMW 5/27/05Comments: Not ReportedOGCC ID: EICHLER HANS & HANNELOREApplicant: 60Static Water Depth (ft): 0Yield (gal/min): 120Base of Last Perf Casing: 60Top of First Perf Casing: 120Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1993-02-06Construction Date: Not ReportedExpiration Date: 1992-08-06Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 8.94999981Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0340962Permit Receipt #: 165530-Permit #: 155 WNW 1/2 - 1 Mile Higher CO8000000170966CO WELLS https://dwr.state.co.us/Tools/WellPermits/0203395URL: Not ReportedComments: Not ReportedOGCC ID: CARLETON, RICHARD CApplicant: 38Static Water Depth (ft): 0Yield (gal/min): 65Base of Last Perf Casing: 40Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1982-01-30Construction Date: Not ReportedExpiration Date: 1980-05-01Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: .85000002Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0203395Permit Receipt #: 113903-Permit #: AL154 WNW 1/2 - 1 Mile Higher CO8000000095576CO WELLS https://dwr.state.co.us/Tools/WellPermits/0098549URL: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-85 https://dwr.state.co.us/Tools/WellPermits/0305585AURL: NON-COMMERCIAL DOMESTIC ANIMALS. TAX #R028340. PHY ADDRESS: X-REFER PERMIT NO. 155061(CA). ONLY WELL ON 11.03 ACRES. LIMIT USE TO HUO, BEING 1 SFD AND WATE HOUSEHOLD USE ONLY WELL PERMIT AMENDED TO ALLOW THE WATERING OF NON-COMMERCIAL DOMESTComments: Not ReportedOGCC ID: KOTRBA RICH & CASSApplicant: 25Static Water Depth (ft): 0Yield (gal/min): 50Base of Last Perf Casing: 25Top of First Perf Casing: 50Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1980-09-24Construction Date: Not ReportedExpiration Date: 1989-10-19Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 11.02999973Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0305585APermit Receipt #: 155647-Permit #: AM157 West 1/2 - 1 Mile Higher CO8000000151487CO WELLS https://dwr.state.co.us/Tools/WellPermits/0303982URL: Not ReportedComments: Not ReportedOGCC ID: WORK, JOHNApplicant: 25Static Water Depth (ft): 0Yield (gal/min): 50Base of Last Perf Casing: 25Top of First Perf Casing: 50Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1980-09-24Construction Date: Not ReportedExpiration Date: 1989-08-22Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit CanceledWell Status: Not ReportedCO DWR ID #: 0303982Permit Receipt #: 155061-Permit #: AM156 West 1/2 - 1 Mile Higher CO8000000150633CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-86 Well ConstructedWell Status: Not ReportedCO DWR ID #: 3644818BPermit Receipt #: 283039-Permit #: AI160 North 1/2 - 1 Mile Lower CO8000000375820CO WELLS https://dwr.state.co.us/Tools/WellPermits/0506880AURL: DEADLINE WAIVED PER PENDING WATER COURT CASE NO. 03CW133 (SEE AU COPY IN MY OFFICE) - CJE 14Comments: Not ReportedOGCC ID: FRASER WATER & SANITATION DISTRICTApplicant: 30Static Water Depth (ft): 3Yield (gal/min): 120Base of Last Perf Casing: 95Top of First Perf Casing: 125Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2004-02-13Pump Install Date: Not ReportedStart Use Date: 2002-03-01Construction Date: Not ReportedExpiration Date: 2005-03-10Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: IndustrialAddtl Well Use: CommercialWell Use: 0Parcel Size: 03CW0133Water Court Case #: 0Well Name: Permit CanceledWell Status: Not ReportedCO DWR ID #: 0506880APermit Receipt #: 62349-FPermit #: AI159 North 1/2 - 1 Mile Lower CO8000000288351CO WELLS https://dwr.state.co.us/Tools/WellPermits/0487455URL: Not ReportedComments: Not ReportedOGCC ID: FRASER SANITATION DISTRICTApplicant: 30Static Water Depth (ft): 3Yield (gal/min): 120Base of Last Perf Casing: 95Top of First Perf Casing: 125Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2004-02-13Pump Install Date: Not ReportedStart Use Date: 2002-03-01Construction Date: Not ReportedExpiration Date: 2002-02-07Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Monitoring/SamplingWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit CanceledWell Status: Not ReportedCO DWR ID #: 0487455Permit Receipt #: 238869-Permit #: AI158 North 1/2 - 1 Mile Lower CO8000000275644CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-87 Not ReportedWell Plug Date: 2015-04-30Pump Install Date: Not ReportedStart Use Date: 2014-08-20Construction Date: Not ReportedExpiration Date: 2014-08-07Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 2.4000001Parcel Size: 07CW0121Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105892CO DWR ID #: 3665777Permit Receipt #: 78352-FPermit #: AK162 NE 1/2 - 1 Mile Higher CO8000000393973CO WELLS https://dwr.state.co.us/Tools/WellPermits/0403536URL: HUOComments: Not ReportedOGCC ID: PROTSMAN JAMES W JRApplicant: 42Static Water Depth (ft): 0Yield (gal/min): 77Base of Last Perf Casing: 67Top of First Perf Casing: 77Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1996-10-11Construction Date: Not ReportedExpiration Date: 1996-08-26Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 2Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0403536Permit Receipt #: 197738-Permit #: AL161 West 1/2 - 1 Mile Higher CO8000000216524CO WELLS https://dwr.state.co.us/Tools/WellPermits/3644818BURL: Not ReportedComments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 120Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2004-02-13Pump Install Date: Not ReportedStart Use Date: 2002-03-01Construction Date: Not ReportedExpiration Date: 2010-04-19Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Monitoring/SamplingWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-88 https://dwr.state.co.us/Tools/WellPermits/0386695URL: Not ReportedComments: Not ReportedOGCC ID: FRASER VALLEY METRO RECREATION DISTApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: IrrigationWell Use: 40Parcel Size: Not ReportedWater Court Case #: 0Well Name: Application Information RequestedWell Status: Not ReportedCO DWR ID #: 0386695Permit Receipt #: Not ReportedPermit #: 164 NNW 1/2 - 1 Mile Lower CO8000000203484CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115322URL: WELL). TAX #R081470. DMW 04/13/16 LIMIT TO HISTORIC USE PRIOR MAY 8, 1972. LOCATION PER DECREE, X-REFER CASE NO. W3150 (PEDERSONComments: Not ReportedOGCC ID: PEDERSEN, HARLAN BApplicant: 20Static Water Depth (ft): 0Yield (gal/min): 52Base of Last Perf Casing: 42Top of First Perf Casing: 52Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1971-05-27Start Use Date: 1971-05-27Construction Date: Not ReportedExpiration Date: 1971-05-13Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 1Parcel Size: W3150Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105135CO DWR ID #: 9115322Permit Receipt #: 45680-Permit #: AN163 NW 1/2 - 1 Mile Higher CO8000000545377CO WELLS https://dwr.state.co.us/Tools/WellPermits/3665777URL: Not ReportedComments: Not ReportedOGCC ID: BENDALL CYNTHIA RUTHApplicant: 170Static Water Depth (ft): 10Yield (gal/min): 340Base of Last Perf Casing: 260Top of First Perf Casing: 360Well Depth: 0Surface Elevation: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-89 80CW0405Water Court Case #: 0Well Name: Application DeniedWell Status: Not ReportedCO DWR ID #: 0013305Permit Receipt #: 8898-ADPermit #: AJ167 SE 1/2 - 1 Mile Higher CO8000000011989CO WELLS https://dwr.state.co.us/Tools/WellPermits/0204999URL: Not ReportedComments: Not ReportedOGCC ID: BYERS PEAK RANApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1980-07-09Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 10Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit ExpiredWell Status: Not ReportedCO DWR ID #: 0204999Permit Receipt #: 114969-Permit #: AM166 West 1/2 - 1 Mile Higher CO8000000096434CO WELLS https://dwr.state.co.us/Tools/WellPermits/3644818AURL: Not ReportedComments: Not ReportedOGCC ID: FRASER TOWN OFApplicant: 31Static Water Depth (ft): 13.5Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 90Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2010-09-20Pump Install Date: Not ReportedStart Use Date: 1980-12-31Construction Date: Not ReportedExpiration Date: 2010-04-19Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: IndustrialAddtl Well Use: CommercialWell Use: 0Parcel Size: 03CW0133Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105915CO DWR ID #: 3644818APermit Receipt #: 69121-FPermit #: AI165 North 1/2 - 1 Mile Lower CO8000000375819CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-90 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: .82999998Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115634Permit Receipt #: 67928-Permit #: AO169 WNW 1/2 - 1 Mile Higher CO8000000545709CO WELLS https://dwr.state.co.us/Tools/WellPermits/0200442URL: DMW 10/22/12 CASE NOS. 80CW0405 & 85CW0107, 02CW0038. WATER RIGHT ABANDONED BY COURT 05/2010 (LACK OF DIL ISSUED FOR DRINKING AND SANITARY IN AN INDIVIDUAL COMMERCIAL BUSINESS. X-REFER FILE NO. 8898-AComments: Not ReportedOGCC ID: BRADLEY/GUSTERSOHNApplicant: 30Static Water Depth (ft): 0Yield (gal/min): 90Base of Last Perf Casing: 50Top of First Perf Casing: 90Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1984-05-02Construction Date: 2012-10-22Expiration Date: 1981-05-27Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: CommercialWell Use: 1.60000002Parcel Size: 85CW0107Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105236CO DWR ID #: 0200442Permit Receipt #: 119947-Permit #: AJ168 SE 1/2 - 1 Mile Higher CO8000000094126CO WELLS https://dwr.state.co.us/Tools/WellPermits/0013305URL: ABANDONED BY COURT 05/2010 (LACK OF DILIGENCE). DMW 10/22/12 APPLICATION DENIED! X-REFER FILE NO. 119947 & CASE NOS. 80CW0405 & 85CW0107, 02CW0038. WATER RIComments: Not ReportedOGCC ID: BRADLEY/LORE/SCHOBER, ETALApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: CommercialWell Use: 0Parcel Size: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-91 https://dwr.state.co.us/Tools/WellPermits/0007357URL: Not ReportedComments: Not ReportedOGCC ID: FRASER, SANITATApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: OtherWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Application ReceivedWell Status: Not ReportedCO DWR ID #: 0007357Permit Receipt #: Not ReportedPermit #: AP171 North 1/2 - 1 Mile Lower CO8000000005916CO WELLS https://dwr.state.co.us/Tools/WellPermits/9504436URL: Not ReportedComments: Not ReportedOGCC ID: DEMAREST, RICHARD E.Applicant: 44Static Water Depth (ft): 0Yield (gal/min): 70Base of Last Perf Casing: 61Top of First Perf Casing: 79Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 2020-08-19Construction Date: Not ReportedExpiration Date: 2018-06-20Issued Date: .33000001Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: .69Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9504436Permit Receipt #: 309658-Permit #: AL170 West 1/2 - 1 Mile Higher CO8000000574681CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115634URL: Not ReportedComments: Not ReportedOGCC ID: CHILDERS, BARBARA AApplicant: 39Static Water Depth (ft): 0Yield (gal/min): 75Base of Last Perf Casing: 34Top of First Perf Casing: 75Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1973-07-01Start Use Date: 1973-07-01Construction Date: Not ReportedExpiration Date: 1973-03-16Issued Date: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-92 Permit IssuedWell Status: Not ReportedCO DWR ID #: 3696524Permit Receipt #: 316467-Permit #: AR174 ENE 1/2 - 1 Mile Higher CO8000000428549CO WELLS https://dwr.state.co.us/Tools/WellPermits/0205000URL: SEE ALSO PERMIT FILE #155647.Comments: Not ReportedOGCC ID: BYERS PEAK RANCHApplicant: 25Static Water Depth (ft): 0Yield (gal/min): 50Base of Last Perf Casing: 25Top of First Perf Casing: 50Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1980-09-24Construction Date: Not ReportedExpiration Date: 1980-07-09Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit CanceledWell Status: Not ReportedCO DWR ID #: 0205000Permit Receipt #: 114968-Permit #: AQ173 WSW 1/2 - 1 Mile Higher CO8000000096435CO WELLS https://dwr.state.co.us/Tools/WellPermits/0040570URL: [NOTE 4 CONSTRUCTED LOGS SHOW NE SE.Comments: Not ReportedOGCC ID: FRASER SANITATION DISTRICTApplicant: 10Static Water Depth (ft): 0Yield (gal/min): 28Base of Last Perf Casing: 18Top of First Perf Casing: 30Well Depth: 0Surface Elevation: 2004-03-31Well Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 2002-03-02Construction Date: Not ReportedExpiration Date: 2002-02-27Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Monitoring/SamplingWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well AbandonedWell Status: Not ReportedCO DWR ID #: 0040570Permit Receipt #: 40570-MHPermit #: AP172 North 1/2 - 1 Mile Lower CO8000000045990CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-93 Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: IrrigationWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Application DeniedWell Status: Not ReportedCO DWR ID #: 0364920CPermit Receipt #: 13296-ADPermit #: AS176 ESE 1/2 - 1 Mile Higher CO8000000186521CO WELLS https://dwr.state.co.us/Tools/WellPermits/3696524URL: Not ReportedComments: Not ReportedOGCC ID: COHEN, WENDY W.Applicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 2020-02-04Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 15.97999954Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit IssuedWell Status: Not ReportedCO DWR ID #: 3696524Permit Receipt #: 316467-Permit #: AR175 ENE 1/2 - 1 Mile Higher CO8000000428550CO WELLS https://dwr.state.co.us/Tools/WellPermits/3696524URL: Not ReportedComments: Not ReportedOGCC ID: COHEN, STEVEN A.Applicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 2020-02-04Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 15.97999954Parcel Size: Not ReportedWater Court Case #: 0Well Name: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-94 https://dwr.state.co.us/Tools/WellPermits/3696523URL: Not ReportedComments: Not ReportedOGCC ID: BOCK, JULIEApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 2020-02-04Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 16.43000031Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit IssuedWell Status: Not ReportedCO DWR ID #: 3696523Permit Receipt #: 316468-Permit #: AT178 ENE 1/2 - 1 Mile Higher CO8000000428548CO WELLS https://dwr.state.co.us/Tools/WellPermits/3696523URL: Not ReportedComments: Not ReportedOGCC ID: BOCK, MICHAEL E.Applicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 2020-02-04Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 16.43000031Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit IssuedWell Status: Not ReportedCO DWR ID #: 3696523Permit Receipt #: 316468-Permit #: AT177 ENE 1/2 - 1 Mile Higher CO8000000428547CO WELLS https://dwr.state.co.us/Tools/WellPermits/0364920CURL: Not ReportedComments: Not ReportedOGCC ID: FIGULI, DAVID JApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-95 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: .82999998Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0428062Permit Receipt #: 208651-Permit #: AV181 West 1/2 - 1 Mile Higher CO8000000233818CO WELLS Not ReportedNote: Not ReportedFeet to sea level: 8Feet below surface: 1996-08-19Level reading date: 1Ground water levels,Number of Measurements: ftWell Hole Depth Units: 18Well Hole Depth: ftWell Depth Units: 18Well Depth: 19960819Construction Date: Unconfined single aquiferAquifer Type: Valley-Fill DepositsFormation Type: Alluvial aquifersAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 14010001HUC: UCOL NAWQA LUS-GWSI VERIFIED 7/21/99 LEADescription: WellType: SC00107520DAD-MARYVAILMonitor Location: USGS Colorado Water Science CenterOrganization Name: USGS-COOrganization ID: AU180 SE 1/2 - 1 Mile Higher USGS40000214500FED USGS https://dwr.state.co.us/Tools/WellPermits/0305585BURL: Not ReportedComments: Not ReportedOGCC ID: WORK, JOHN EApplicant: 60Static Water Depth (ft): 0Yield (gal/min): 110Base of Last Perf Casing: 60Top of First Perf Casing: 110Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1990-08-29Construction Date: Not ReportedExpiration Date: 1989-10-19Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0305585BPermit Receipt #: 155648-Permit #: AQ179 WSW 1/2 - 1 Mile Higher CO8000000151488CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-96 51Static Water Depth (ft): 10Yield (gal/min): 180Base of Last Perf Casing: 90Top of First Perf Casing: 180Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2002-04-29Pump Install Date: Not ReportedStart Use Date: 2002-04-16Construction Date: Not ReportedExpiration Date: 2002-03-28Issued Date: 0Yrly Appropriation: 1Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: .88Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0489636Permit Receipt #: 22167--APermit #: AV183 West 1/2 - 1 Mile Higher CO8000000277055CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115691URL: UPDATE OWNER/ADDRESS. DMW 6/13/05 509/POLAR BEAR, GRAND COUNTY. TAX #R070470. CURRENT OWNER SARAH WILDERMAN WILL SUBMIT GW ONLY WELL ON 0.77 ACRE TRACT. LIMIT USE TO HUO, BEING 1 SFD & NO OUTSIDE USES. PHY ADDRESS: 022Comments: Not ReportedOGCC ID: WILDERMAN, SARAH MApplicant: 40Static Water Depth (ft): 0Yield (gal/min): 80Base of Last Perf Casing: 62Top of First Perf Casing: 80Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1973-11-14Start Use Date: 1973-11-13Construction Date: Not ReportedExpiration Date: 1973-08-30Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: .75Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115691Permit Receipt #: 71092-Permit #: AV182 West 1/2 - 1 Mile Higher CO8000000545769CO WELLS https://dwr.state.co.us/Tools/WellPermits/0428062URL: Not ReportedComments: Not ReportedOGCC ID: MESSER, RICHARD EApplicant: 54Static Water Depth (ft): 9Yield (gal/min): 105Base of Last Perf Casing: 75Top of First Perf Casing: 105Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1998-10-01Pump Install Date: Not ReportedStart Use Date: 1998-05-24Construction Date: Not ReportedExpiration Date: 1998-03-20Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-97 https://dwr.state.co.us/Tools/WellPermits/0078644URL: Not ReportedComments: Not ReportedOGCC ID: BOWMAN RALPH R & MARY KApplicant: 40Static Water Depth (ft): 8Yield (gal/min): 90Base of Last Perf Casing: 50Top of First Perf Casing: 90Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1986-12-16Pump Install Date: Not ReportedStart Use Date: 1977-07-11Construction Date: Not ReportedExpiration Date: 1977-03-31Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.03999996Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0078644Permit Receipt #: 89267-Permit #: AO185 WNW 1/2 - 1 Mile Higher CO8000000076597CO WELLS https://dwr.state.co.us/Tools/WellPermits/0386265AURL: CRITICAL, COUNTY EXEMPT, HUO. TAX SCHEDULE NUMBER: R028111Comments: Not ReportedOGCC ID: ENGEL GEORGE G JR & JOYCEApplicant: 77Static Water Depth (ft): 5Yield (gal/min): 180Base of Last Perf Casing: 80Top of First Perf Casing: 180Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1995-11-16Pump Install Date: Not ReportedStart Use Date: 1995-09-11Construction Date: Not ReportedExpiration Date: 1995-07-27Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 11.39999962Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0386265APermit Receipt #: 188858-Permit #: AW184 NW 1/2 - 1 Mile Higher CO8000000203129CO WELLS https://dwr.state.co.us/Tools/WellPermits/0489636URL: Not ReportedComments: Not ReportedOGCC ID: HAZELRIGG, DAVID RApplicant: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-98 MunicipalWell Use: 946Parcel Size: 98CW0041Water Court Case #: 0Well Name: Application Information RequestedWell Status: Not ReportedCO DWR ID #: 0457391BPermit Receipt #: Not ReportedPermit #: AU187 SE 1/2 - 1 Mile Higher CO8000000256591CO WELLS Not ReportedNote: Not ReportedFeet to sea level: 22.00Feet below surface: 1973-08-01Level reading date: Not ReportedNote: Not ReportedFeet to sea level: 21.95Feet below surface: 1973-08-28Level reading date: Not ReportedNote: Not ReportedFeet to sea level: 18.11Feet below surface: 1974-08-28Level reading date: Not ReportedNote: Not ReportedFeet to sea level: 22.83Feet below surface: 1975-09-15Level reading date: Not ReportedNote: Not ReportedFeet to sea level: 17.62Feet below surface: 1976-08-11Level reading date: Not ReportedNote: Not ReportedFeet to sea level: 21.25Feet below surface: 1977-08-11Level reading date: Not ReportedNote: Not ReportedFeet to sea level: 19.37Feet below surface: 1978-08-15Level reading date: Not ReportedNote: Not ReportedFeet to sea level: 19.13Feet below surface: 1979-08-22Level reading date: Not ReportedNote: Not ReportedFeet to sea level: 17.32Feet below surface: 1980-08-07Level reading date: Not ReportedNote: Not ReportedFeet to sea level: 22.03Feet below surface: 1981-08-13Level reading date: Not ReportedNote: Not ReportedFeet to sea level: 20.23Feet below surface: 1982-09-02Level reading date: 11Ground water levels,Number of Measurements: Not ReportedWell Hole Depth Units: Not ReportedWell Hole Depth: ftWell Depth Units: 84Well Depth: 19430101Construction Date: Not ReportedAquifer Type: Valley-Fill DepositsFormation Type: Not ReportedAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 14010001HUC: Not ReportedDescription: WellType: SC00107518CBDMonitor Location: USGS Colorado Water Science CenterOrganization Name: USGS-COOrganization ID: AW186 NW 1/2 - 1 Mile Higher USGS40000214868FED USGS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-99 Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Application DeniedWell Status: Not ReportedCO DWR ID #: 0017748Permit Receipt #: 2839-ADPermit #: AS189 ESE 1/2 - 1 Mile Higher CO8000000017432CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115094URL: RIGHT FOUND! DMW 04/13/16 CORRECT LOCATION. SEE LEGAL DESCRIPTION IN FILE! LIMIT TO HISTORIC USE PRIOR MAY 8, 1972. NO WA GWS-11 08/31/2015, CLAIMED BY TAX #R083200 (LOT 1, GRANDMOTHER MILLERS TRACTS), WHICH DID NOTComments: Not ReportedOGCC ID: DINDINGER JEDD THOMASApplicant: 25Static Water Depth (ft): 0Yield (gal/min): 45Base of Last Perf Casing: 34Top of First Perf Casing: 45Well Depth: 0Surface Elevation: 2018-05-19Well Plug Date: Not ReportedPump Install Date: 1966-09-06Start Use Date: 1966-09-06Construction Date: Not ReportedExpiration Date: 1966-09-07Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 1Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well AbandonedWell Status: Not ReportedCO DWR ID #: 9115094Permit Receipt #: 28733-Permit #: AN188 WNW 1/2 - 1 Mile Higher CO8000000545138CO WELLS https://dwr.state.co.us/Tools/WellPermits/0457391BURL: MET. ALSO 99CW313 AU FOR 600’ SPACING AND FOR CONFIRMATION THAT REQUIREMENTS IN PARAGRAPHS 13 & 24 OF DECREEComments: Not ReportedOGCC ID: MARYVALE VILLAGE LLCApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 360Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-100 https://dwr.state.co.us/Tools/WellPermits/0107883URL: Not ReportedComments: Not ReportedOGCC ID: GRISDALE WALTER G JRApplicant: 60Static Water Depth (ft): 0Yield (gal/min): 80Base of Last Perf Casing: 60Top of First Perf Casing: 80Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1979-09-28Construction Date: Not ReportedExpiration Date: 1979-07-03Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.07000005Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0107883Permit Receipt #: 108248-Permit #: AV191 West 1/2 - 1 Mile Higher CO8000000090511CO WELLS https://dwr.state.co.us/Tools/WellPermits/0033058URL: EXPIRED PEMRIT! X-REFER FILE NOS. 2839-AD, 25771-F(EP), 26995-F. DMW 10/26/12Comments: Not ReportedOGCC ID: WINTER PARK WEST WATER & SANITATION DISTApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1974-01-24Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: MunicipalWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit ExpiredWell Status: Not ReportedCO DWR ID #: 0033058Permit Receipt #: 18047-FPermit #: 190 ESE 1/2 - 1 Mile Higher CO8000000037078CO WELLS https://dwr.state.co.us/Tools/WellPermits/0017748URL: APPLICATION DENIED! X-REFER FILE NOS. 18047-F(EP) 25771-F(EP) & 26995-F DMW 10/26/12Comments: Not ReportedOGCC ID: WINTER PARK WEST WATER & SANITATION DISTApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-101 Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9503553Permit Receipt #: 288038-Permit #: AX194 West 1/2 - 1 Mile Higher CO8000000573440CO WELLS https://dwr.state.co.us/Tools/WellPermits/9504266URL: Not ReportedComments: Not ReportedOGCC ID: DINDINGER, JEDD T.Applicant: 55Static Water Depth (ft): 12Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 300Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2018-07-13Pump Install Date: Not ReportedStart Use Date: 2017-11-01Construction Date: Not ReportedExpiration Date: 2017-06-16Issued Date: 3Yrly Appropriation: .80000001Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 1Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9504266Permit Receipt #: 28733--APermit #: 193 WNW 1/2 - 1 Mile Higher CO8000000574396CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115367URL: LIMIT TO HISTORIC USE PRIOR MAY 8, 1972.Comments: Not ReportedOGCC ID: CARNAL, WILLIAM WApplicant: 22Static Water Depth (ft): 0Yield (gal/min): 82Base of Last Perf Casing: 75Top of First Perf Casing: 82Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1943-07-15Start Use Date: 1943-12-31Construction Date: Not ReportedExpiration Date: 1971-08-16Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 0Parcel Size: W-3181Water Court Case #: 0Well Name: Well ConstructedWell Status: 5105030CO DWR ID #: 9115367Permit Receipt #: 47933-Permit #: AW192 NW 1/2 - 1 Mile Higher CO8000000545426CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-102 Not ReportedWell Plug Date: Not ReportedPump Install Date: 1972-06-23Start Use Date: 1972-06-23Construction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115481Permit Receipt #: 59341-Permit #: AX196 West 1/2 - 1 Mile Higher CO8000000545544CO WELLS https://dwr.state.co.us/Tools/WellPermits/0906189URL: Not ReportedComments: Not ReportedOGCC ID: BOXWELL, ROBERT CApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1972-04-28Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit ExpiredWell Status: Not ReportedCO DWR ID #: 0906189Permit Receipt #: 59332-Permit #: AX195 West 1/2 - 1 Mile Higher CO8000000317640CO WELLS https://dwr.state.co.us/Tools/WellPermits/9503553URL: #R083750. = LOCATION! ONLY WELL ON 0.94 ACRE TRACT. LIMIT USE TO HUO BEING, 1 SFD & NO OUTSIDE USES. TAXComments: Not ReportedOGCC ID: BUDOFF JON & TONIApplicant: 80Static Water Depth (ft): 6.5Yield (gal/min): 223Base of Last Perf Casing: 103Top of First Perf Casing: 223Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2012-08-09Pump Install Date: Not ReportedStart Use Date: 2012-05-08Construction Date: Not ReportedExpiration Date: 2012-04-17Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: .94Parcel Size: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-103 https://dwr.state.co.us/Tools/WellPermits/9115021URL: Not ReportedComments: Not ReportedOGCC ID: MOMYER, MARJORIEApplicant: 45Static Water Depth (ft): 0Yield (gal/min): 70Base of Last Perf Casing: 58Top of First Perf Casing: 70Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1964-11-15Start Use Date: 1965-02-07Construction Date: Not ReportedExpiration Date: 1964-11-09Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ReplacedWell Status: Not ReportedCO DWR ID #: 9115021Permit Receipt #: 22167-Permit #: AV198 West 1/2 - 1 Mile Higher CO8000000545064CO WELLS https://dwr.state.co.us/Tools/WellPermits/0086045URL: Not ReportedComments: Not ReportedOGCC ID: WHITNEY, DONALD HApplicant: 20Static Water Depth (ft): 3Yield (gal/min): 65Base of Last Perf Casing: 20Top of First Perf Casing: 65Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1979-07-23Pump Install Date: Not ReportedStart Use Date: 1977-10-27Construction Date: Not ReportedExpiration Date: 1977-10-17Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0086045Permit Receipt #: 94232-Permit #: AV197 West 1/2 - 1 Mile Higher CO8000000079059CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115481URL: Not ReportedComments: Not ReportedOGCC ID: CLAYCOMB, STEVEN LApplicant: 20Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 70Well Depth: 0Surface Elevation: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-104 Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115261Permit Receipt #: 42317-Permit #: AV201 West 1/2 - 1 Mile Higher CO8000000545314CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115145URL: Not ReportedComments: Not ReportedOGCC ID: COLE, KARENApplicant: 20Static Water Depth (ft): 0Yield (gal/min): 85Base of Last Perf Casing: 69Top of First Perf Casing: 85Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1968-06-04Start Use Date: 1968-06-07Construction Date: Not ReportedExpiration Date: 1968-05-20Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115145Permit Receipt #: 33851-Permit #: AV200 West 1/2 - 1 Mile Higher CO8000000545193CO WELLS https://dwr.state.co.us/Tools/WellPermits/0905855URL: Not ReportedComments: Not ReportedOGCC ID: ROCKWAY, MARTYApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1972-04-24Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit ExpiredWell Status: Not ReportedCO DWR ID #: 0905855Permit Receipt #: 58666-Permit #: AV199 West 1/2 - 1 Mile Higher CO8000000317312CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-105 120Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1993-10-20Pump Install Date: Not ReportedStart Use Date: 1993-08-09Construction Date: Not ReportedExpiration Date: 1993-03-18Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: .94Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0349007Permit Receipt #: 169087-Permit #: AY203 West 1/2 - 1 Mile Higher CO8000000175758CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115261URL: Not ReportedComments: Not ReportedOGCC ID: ARTZER, AARONApplicant: 61Static Water Depth (ft): 0Yield (gal/min): 95Base of Last Perf Casing: 50Top of First Perf Casing: 95Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1970-08-05Start Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1970-07-30Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115261Permit Receipt #: 42317-Permit #: AV202 West 1/2 - 1 Mile Higher CO8000000545313CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115261URL: Not ReportedComments: Not ReportedOGCC ID: RIEGER, CHRISTINEApplicant: 61Static Water Depth (ft): 0Yield (gal/min): 95Base of Last Perf Casing: 50Top of First Perf Casing: 95Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1970-08-05Start Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1970-07-30Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 0Parcel Size: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-106 https://dwr.state.co.us/Tools/WellPermits/9116251URL: ONLY WELL ON 35 ACRE TRACT. SHOULD AMEND USE PER SE POLICY #93-4.Comments: Not ReportedOGCC ID: PRINZ, RICHARDApplicant: 120Static Water Depth (ft): 0Yield (gal/min): 170Base of Last Perf Casing: 160Top of First Perf Casing: 170Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1981-07-07Start Use Date: 1980-08-29Construction Date: Not ReportedExpiration Date: 1979-11-16Issued Date: 0Yrly Appropriation: 1Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 35Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9116251Permit Receipt #: 111627-Permit #: AW205 NW 1/2 - 1 Mile Higher CO8000000546330CO WELLS https://dwr.state.co.us/Tools/WellPermits/0386265BURL: CRITICAL, COUNTY EXEMPT, HUO. TAX SCHEDULE NUMBER: R028112.Comments: Not ReportedOGCC ID: ENGEL GEORGE G JR & JOYCEApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 1995-07-27Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 12.61999989Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit ExpiredWell Status: Not ReportedCO DWR ID #: 0386265BPermit Receipt #: 188859-Permit #: 204 NW 1/2 - 1 Mile Lower CO8000000203130CO WELLS https://dwr.state.co.us/Tools/WellPermits/0349007URL: HUAComments: Not ReportedOGCC ID: COOK, CASEYApplicant: 82Static Water Depth (ft): 9Yield (gal/min): 120Base of Last Perf Casing: 110Top of First Perf Casing: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-107 Permit IssuedWell Status: Not ReportedCO DWR ID #: 9500368Permit Receipt #: 230034-Permit #: 208 SSE 1/2 - 1 Mile Higher CO8000000569240CO WELLS https://dwr.state.co.us/Tools/WellPermits/9500698URL: HUO, NOTE PLUG & SEAL OLD WELL. AU’D, NEW APP NEEDED FOR, SEE PERMIT NOS. 188858 & 188859. REPLACEMENT WELL PERMIT NO. 111627. TAX SCHEDULE NUMBERS: R028113. NEED TO CANCEL #111627 &Comments: Not ReportedOGCC ID: ENGEL, JOYCE HApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 1Yrly Appropriation: 1Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 40.25Parcel Size: Not ReportedWater Court Case #: 0Well Name: Application WithdrawnWell Status: Not ReportedCO DWR ID #: 9500698Permit Receipt #: Not ReportedPermit #: AW207 NW 1/2 - 1 Mile Higher CO8000000569624CO WELLS https://dwr.state.co.us/Tools/WellPermits/9116251URL: ONLY WELL ON 35 ACRE TRACT. SHOULD AMEND USE PER SE POLICY #93-4.Comments: Not ReportedOGCC ID: PRINZ, CHRISTYApplicant: 120Static Water Depth (ft): 0Yield (gal/min): 170Base of Last Perf Casing: 160Top of First Perf Casing: 170Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1981-07-07Start Use Date: 1980-08-29Construction Date: Not ReportedExpiration Date: 1979-11-16Issued Date: 0Yrly Appropriation: 1Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 35Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9116251Permit Receipt #: 111627-Permit #: AW206 NW 1/2 - 1 Mile Higher CO8000000546331CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-108 Not ReportedWell Plug Date: 2003-07-16Pump Install Date: Not ReportedStart Use Date: 2002-06-26Construction Date: Not ReportedExpiration Date: 2002-05-29Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: .80000001Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9501095Permit Receipt #: 239438-Permit #: AY210 West 1/2 - 1 Mile Higher CO8000000570075CO WELLS https://dwr.state.co.us/Tools/WellPermits/0484200URL: Not ReportedComments: Not ReportedOGCC ID: DEGITIS, RICHARDApplicant: 44Static Water Depth (ft): 7Yield (gal/min): 116Base of Last Perf Casing: 76Top of First Perf Casing: 116Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2001-11-16Pump Install Date: Not ReportedStart Use Date: 2001-11-15Construction Date: Not ReportedExpiration Date: 2001-11-09Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0484200Permit Receipt #: 59341--APermit #: AX209 West 1/2 - 1 Mile Higher CO8000000273836CO WELLS https://dwr.state.co.us/Tools/WellPermits/9500368URL: MONITORING/OBSERVATION WELL, MARYVALE WELL #10. X-REFER 86CW258 & 98CW041.Comments: Not ReportedOGCC ID: MARYVALE VILLAGE LLCApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 2001-01-12Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Monitoring/SamplingWell Use: 0Parcel Size: 98CW0041Water Court Case #: 0Well Name: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-109 https://dwr.state.co.us/Tools/WellPermits/9116017URL: THE SAME LOT WITH THE SAME PERMIT NUMBER IN 1981. PERMIT #91131 ORIGINALLY ISSUED ON 06-22-1977 AND EXPIRED 06-22-1980. THIS PERMIT WAS REISSUED Comments: Not ReportedOGCC ID: AUCHINCLOSS, HUGHApplicant: 50Static Water Depth (ft): 0Yield (gal/min): 108Base of Last Perf Casing: 84Top of First Perf Casing: 108Well Depth: 0Surface Elevation: 2001-08-15Well Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1981-11-25Construction Date: Not ReportedExpiration Date: 1981-07-15Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: .64999998Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ReplacedWell Status: Not ReportedCO DWR ID #: 9116017Permit Receipt #: 91131-Permit #: 212 West 1/2 - 1 Mile Higher CO8000000546117CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115778URL: Not ReportedComments: Not ReportedOGCC ID: ELSTON, CLINTApplicant: 50Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 93Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1974-12-28Start Use Date: 1974-07-29Construction Date: Not ReportedExpiration Date: 1974-07-26Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: .64999998Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115778Permit Receipt #: 75708-Permit #: AY211 West 1/2 - 1 Mile Higher CO8000000545862CO WELLS https://dwr.state.co.us/Tools/WellPermits/9501095URL: PHYSICAL WELL ADDRESS IS 0997 CR 509 (AKA POLAR BEAR), GRAND COUNTY. TAX #R083710. APPROVED AS THE ONLY WELL ON 0.8 ACRE TRACT. LIMIT USE TO HUO BEING 1 SFD AND NO OUTSIDE USEComments: Not ReportedOGCC ID: DILLON, DWIGHTApplicant: 57Static Water Depth (ft): 10Yield (gal/min): 125Base of Last Perf Casing: 85Top of First Perf Casing: 125Well Depth: 0Surface Elevation: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-110 Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9116213Permit Receipt #: 105624-Permit #: AV215 West 1/2 - 1 Mile Higher CO8000000546293CO WELLS https://dwr.state.co.us/Tools/WellPermits/0477693URL: Not ReportedComments: Not ReportedOGCC ID: HALLGREN, TONIApplicant: 52Static Water Depth (ft): 9Yield (gal/min): 146Base of Last Perf Casing: 96Top of First Perf Casing: 150Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2001-08-23Pump Install Date: Not ReportedStart Use Date: 2001-06-28Construction Date: Not ReportedExpiration Date: 2001-06-25Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: .63Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0477693Permit Receipt #: 91131--APermit #: AX214 West 1/2 - 1 Mile Higher CO8000000269941CO WELLS https://dwr.state.co.us/Tools/WellPermits/0477693URL: Not ReportedComments: Not ReportedOGCC ID: HALLGREN, SCOTTApplicant: 52Static Water Depth (ft): 9Yield (gal/min): 146Base of Last Perf Casing: 96Top of First Perf Casing: 150Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2001-08-23Pump Install Date: Not ReportedStart Use Date: 2001-06-28Construction Date: Not ReportedExpiration Date: 2001-06-25Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: .63Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0477693Permit Receipt #: 91131--APermit #: AX213 West 1/2 - 1 Mile Higher CO8000000269940CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-111 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: IndustrialWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Application DeniedWell Status: Not ReportedCO DWR ID #: 0009974Permit Receipt #: 11550-ADPermit #: 217 South 1/2 - 1 Mile Higher CO8000000008117CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115519URL: Not ReportedComments: Not ReportedOGCC ID: SILCO OIL COMPANYApplicant: 12Static Water Depth (ft): 0Yield (gal/min): 45Base of Last Perf Casing: 38Top of First Perf Casing: 45Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1972-10-27Start Use Date: 1972-10-27Construction Date: Not ReportedExpiration Date: 1972-08-02Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: CommercialWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115519Permit Receipt #: 62671-Permit #: 216 SE 1/2 - 1 Mile Higher CO8000000545586CO WELLS https://dwr.state.co.us/Tools/WellPermits/9116213URL: Not ReportedComments: Not ReportedOGCC ID: CHRISTENSEN, DANAApplicant: 55Static Water Depth (ft): 0Yield (gal/min): 120Base of Last Perf Casing: 100Top of First Perf Casing: 120Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1980-12-27Start Use Date: 1980-05-22Construction Date: Not ReportedExpiration Date: 1979-04-16Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 0Parcel Size: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-112 https://dwr.state.co.us/Tools/WellPermits/9116170URL: WELL LOCATION AMENDMENT, FROM NO. GWS-42 NEEDED TO CORRECT WELL LOCATION.Comments: Not ReportedOGCC ID: SCHWANKL MARK & ERIKAApplicant: 70Static Water Depth (ft): 4Yield (gal/min): 120Base of Last Perf Casing: 100Top of First Perf Casing: 120Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 1979-03-29Pump Install Date: 1979-03-29Start Use Date: 1979-02-16Construction Date: Not ReportedExpiration Date: 1978-07-21Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: .76999998Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9116170Permit Receipt #: 100459-Permit #: AZ219 WNW 1/2 - 1 Mile Higher CO8000000546252CO WELLS https://dwr.state.co.us/Tools/WellPermits/9503868URL: #R083720. PHY ADDRESS: 0833 POLARBEAR LN, FRASER, CO 80442. = LOCATION! ONLY WELL ON 1.26 ACRE TRACT. LIMIT USE TO HUO BEING, 1 SFD & NO OUTSIDE USES. TAXComments: Not ReportedOGCC ID: NICHOLS BRIAN & ANGELAApplicant: 44Static Water Depth (ft): 10Yield (gal/min): 102Base of Last Perf Casing: 82Top of First Perf Casing: 102Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2014-11-06Pump Install Date: Not ReportedStart Use Date: 2014-10-17Construction Date: Not ReportedExpiration Date: 2014-08-20Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.25999999Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9503868Permit Receipt #: 295443-Permit #: AX218 West 1/2 - 1 Mile Higher CO8000000573860CO WELLS https://dwr.state.co.us/Tools/WellPermits/0009974URL: Not ReportedComments: Not ReportedOGCC ID: MTN MOBILE MIXApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-113 Not ReportedWater Court Case #: 0Well Name: Permit IssuedWell Status: Not ReportedCO DWR ID #: 3682646Permit Receipt #: 307059-Permit #: AY222 West 1/2 - 1 Mile Higher CO8000000411071CO WELLS https://dwr.state.co.us/Tools/WellPermits/3682646URL: Not ReportedComments: Not ReportedOGCC ID: HUMBERSON, ROBERT P.Applicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 2017-10-03Issued Date: .33000001Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.14999998Parcel Size: Not ReportedWater Court Case #: 0Well Name: Permit IssuedWell Status: Not ReportedCO DWR ID #: 3682646Permit Receipt #: 307059-Permit #: AY221 West 1/2 - 1 Mile Higher CO8000000411070CO WELLS https://dwr.state.co.us/Tools/WellPermits/3691302URL: Not ReportedComments: Not ReportedOGCC ID: SOLE, RYAN P.Applicant: 62Static Water Depth (ft): 2Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 172Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2020-10-14Pump Install Date: Not ReportedStart Use Date: 2020-07-09Construction Date: Not ReportedExpiration Date: 2019-04-23Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: .91000003Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 3691302Permit Receipt #: 313091-Permit #: BA220 West 1/2 - 1 Mile Higher CO8000000422953CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-114 100Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2005-08-01Pump Install Date: Not ReportedStart Use Date: 2005-07-27Construction Date: Not ReportedExpiration Date: 2005-07-22Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0540681Permit Receipt #: 264564-Permit #: AY224 West 1/2 - 1 Mile Higher CO8000000307468CO WELLS https://dwr.state.co.us/Tools/WellPermits/0095030URL: Not ReportedComments: Not ReportedOGCC ID: FJELSETH JOY A KApplicant: 70Static Water Depth (ft): 0Yield (gal/min): 95Base of Last Perf Casing: 35Top of First Perf Casing: 95Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1978-09-29Start Use Date: 1978-09-29Construction Date: Not ReportedExpiration Date: 1978-07-07Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: .72000003Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0095030Permit Receipt #: 100094-Permit #: AZ223 WNW 1/2 - 1 Mile Higher CO8000000082778CO WELLS https://dwr.state.co.us/Tools/WellPermits/3682646URL: Not ReportedComments: Not ReportedOGCC ID: HUMBERSON, DONNA C.Applicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: 2017-10-03Issued Date: .33000001Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1.14999998Parcel Size: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-115 https://dwr.state.co.us/Tools/WellPermits/9501119URL: GARDEN IRRIGATION AND FIRE PROTECTION. PHY ADDRESS IS 23868 CR 50, GRAND COUNTY. TAX #R08264 REPLACEMENT WELL FOR PERMIT NO. 42316. LIMIT WELL TO HISTORIC USE BEING 1 SFD, 500 SQUARE FT LComments: Not ReportedOGCC ID: ROGERS, NEAL E.Applicant: 69Static Water Depth (ft): 11Yield (gal/min): 185Base of Last Perf Casing: 90Top of First Perf Casing: 180Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2002-05-16Pump Install Date: Not ReportedStart Use Date: 2002-05-27Construction Date: Not ReportedExpiration Date: 2002-05-08Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: .94999999Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9501119Permit Receipt #: 42316--APermit #: BA226 West 1/2 - 1 Mile Higher CO8000000570114CO WELLS https://dwr.state.co.us/Tools/WellPermits/9115260URL: Not ReportedComments: Not ReportedOGCC ID: SCOTT, ALLENApplicant: 62Static Water Depth (ft): 0Yield (gal/min): 85Base of Last Perf Casing: 50Top of First Perf Casing: 85Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: 1970-08-04Start Use Date: 1970-08-04Construction Date: Not ReportedExpiration Date: 1970-07-30Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9115260Permit Receipt #: 42316-Permit #: BA225 West 1/2 - 1 Mile Higher CO8000000545312CO WELLS https://dwr.state.co.us/Tools/WellPermits/0540681URL: Not ReportedComments: Not ReportedOGCC ID: ICEBOX DOMES PARTNERSHIPApplicant: 50Static Water Depth (ft): 7.5Yield (gal/min): 100Base of Last Perf Casing: 80Top of First Perf Casing: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-116 https://dwr.state.co.us/Tools/WellPermits/9501118URL: PARCEL. PHY ADDRESS IS 23868 CR 50, GRAND COUNTY. TAX # R082640. PROPOSED LATE REGISTRATION APPLICATION WAS RETURNED. PERMIT NO. 42316 ALREADY WAS PERMITTComments: Not ReportedOGCC ID: BLACK MELVIN R & MARYLOUApplicant: 0Static Water Depth (ft): 0Yield (gal/min): 0Base of Last Perf Casing: 0Top of First Perf Casing: 0Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: Not ReportedConstruction Date: Not ReportedExpiration Date: Not ReportedIssued Date: 1Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1Parcel Size: Not ReportedWater Court Case #: 0Well Name: Application Information RequestedWell Status: Not ReportedCO DWR ID #: 9501118Permit Receipt #: Not ReportedPermit #: BA228 West 1/2 - 1 Mile Higher CO8000000570113CO WELLS https://dwr.state.co.us/Tools/WellPermits/9501119URL: GARDEN IRRIGATION AND FIRE PROTECTION. PHY ADDRESS IS 23868 CR 50, GRAND COUNTY. TAX #R08264 REPLACEMENT WELL FOR PERMIT NO. 42316. LIMIT WELL TO HISTORIC USE BEING 1 SFD, 500 SQUARE FT LComments: Not ReportedOGCC ID: ROGERS, WHITNEY E.Applicant: 69Static Water Depth (ft): 11Yield (gal/min): 185Base of Last Perf Casing: 90Top of First Perf Casing: 180Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2002-05-16Pump Install Date: Not ReportedStart Use Date: 2002-05-27Construction Date: Not ReportedExpiration Date: 2002-05-08Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: DomesticWell Use: .94999999Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 9501119Permit Receipt #: 42316--APermit #: BA227 West 1/2 - 1 Mile Higher CO8000000570115CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-117 Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 0Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0277811Permit Receipt #: 148587-Permit #: 231 West 1/2 - 1 Mile Higher CO8000000138321CO WELLS https://dwr.state.co.us/Tools/WellPermits/0112426URL: IMAGED FILE IS PENDING RE_SCAN DUE TO FADED ILLEGIBLE DATA IN FILE.Comments: Not ReportedOGCC ID: RASMUSSEN, RICHARDApplicant: 30Static Water Depth (ft): 0Yield (gal/min): 160Base of Last Perf Casing: 60Top of First Perf Casing: 160Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1979-10-25Construction Date: Not ReportedExpiration Date: 1979-10-25Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 1Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0112426Permit Receipt #: 111225-Permit #: BA230 West 1/2 - 1 Mile Higher CO8000000093449CO WELLS Not ReportedNote: Not ReportedFeet to sea level: 55Feet below surface: 1980-05-22Level reading date: 1Ground water levels,Number of Measurements: ftWell Hole Depth Units: 120Well Hole Depth: ftWell Depth Units: 120Well Depth: 19800522Construction Date: Not ReportedAquifer Type: Not ReportedFormation Type: Not ReportedAquifer: Not ReportedContrib Drainage Area Unts: Not ReportedContrib Drainage Area: Not ReportedDrainage Area Units: Not ReportedDrainage Area: 14010001HUC: Not ReportedDescription: WellType: SC00107624ACAMonitor Location: USGS Colorado Water Science CenterOrganization Name: USGS-COOrganization ID: AY229 West 1/2 - 1 Mile Higher USGS40000214707FED USGS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-118 https://dwr.state.co.us/Tools/WellPermits/3692843URL: Not ReportedComments: Not ReportedOGCC ID: BOCK, SARAHApplicant: 150Static Water Depth (ft): 0Yield (gal/min): 430Base of Last Perf Casing: 11Top of First Perf Casing: 450Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 2020-07-10Construction Date: Not ReportedExpiration Date: 2019-08-06Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: FRACTURED CRYSTALLINEPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 12.21000004Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 3692843Permit Receipt #: 314431-Permit #: BB233 NE 1/2 - 1 Mile Higher CO8000000425035CO WELLS https://dwr.state.co.us/Tools/WellPermits/3692843URL: Not ReportedComments: Not ReportedOGCC ID: BOCK, CHRISTOPHERApplicant: 150Static Water Depth (ft): 0Yield (gal/min): 430Base of Last Perf Casing: 11Top of First Perf Casing: 450Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 2020-07-10Construction Date: Not ReportedExpiration Date: 2019-08-06Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: FRACTURED CRYSTALLINEPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: 12.21000004Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 3692843Permit Receipt #: 314431-Permit #: BB232 NE 1/2 - 1 Mile Higher CO8000000425034CO WELLS https://dwr.state.co.us/Tools/WellPermits/0277811URL: Not ReportedComments: Not ReportedOGCC ID: HOLLAND, STEVEN MApplicant: 50Static Water Depth (ft): 0Yield (gal/min): 63Base of Last Perf Casing: 55Top of First Perf Casing: 103Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: Not ReportedPump Install Date: Not ReportedStart Use Date: 1987-09-11Construction Date: Not ReportedExpiration Date: 1987-07-16Issued Date: 0Yrly Appropriation: 0Irrigation Area: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-119 https://dwr.state.co.us/Tools/WellPermits/0493567URL: Not ReportedComments: Not ReportedOGCC ID: YEAGER STEPHEN GERALDApplicant: 120Static Water Depth (ft): 4Yield (gal/min): 185Base of Last Perf Casing: 120Top of First Perf Casing: 185Well Depth: 0Surface Elevation: Not ReportedWell Plug Date: 2002-06-20Pump Install Date: Not ReportedStart Use Date: 2002-08-15Construction Date: Not ReportedExpiration Date: 2002-06-11Issued Date: 0Yrly Appropriation: 0Irrigation Area: Not ReportedGround Water Basin: Not ReportedMgmt District: 5Division: 51Water District: ALL UNNAMED AQUIFERSPrimary Aquifer: Not ReportedAddtl Aquifer: Not ReportedSpecial Use: Not ReportedAddtl Well Use: Household use onlyWell Use: .66000003Parcel Size: Not ReportedWater Court Case #: 0Well Name: Well ConstructedWell Status: Not ReportedCO DWR ID #: 0493567Permit Receipt #: 31840--APermit #: AY234 West 1/2 - 1 Mile Higher CO8000000279468CO WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC6833899.2s Page A-120 12%62%25%10.275 pCi/LBasement Not ReportedNot ReportedNot ReportedNot ReportedLiving Area - 2nd Floor 0%29%71%2.800 pCi/LLiving Area - 1st Floor % >20 pCi/L% 4-20 pCi/L% <4 pCi/LAverage ActivityArea Number of sites tested: 14 Federal Area Radon Information for GRAND COUNTY, CO : Zone 3 indoor average level < 2 pCi/L. : Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L. Note: Zone 1 indoor average level > 4 pCi/L. Federal EPA Radon Zone for GRAND County: 1 50.000.000.0050.0021.40280442 ____________________________________________________________________________________ % sites>20 pCi/L% sites>=10&<20 pCi/L% sites>4&<10 pCi/L% sites<=4 pCi/LAvgTotal SitesZip Radon Test Results State Database: CO Radon AREA RADON INFORMATION GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS RADON ® TOPOGRAPHIC INFORMATION USGS 7.5’ Digital Elevation Model (DEM) Source: United States Geologic Survey EDR acquired the USGS 7.5’ Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data with consistent elevation units and projection. Current USGS 7.5 Minute Topographic Map Source: U.S. Geological Survey HYDROLOGIC INFORMATION Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone: 877-336-2627 Date of Government Version: 2003, 2015 NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. State Wetlands Data: Riparian Vegetation Data Source: Division of Wildlife Telephone: 970-416-3360 HYDROGEOLOGIC INFORMATION AQUIFLOW Information SystemR Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table information. GEOLOGIC INFORMATION Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994). STATSGO: State Soil Geographic Database Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) The U.S. Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) leads the national Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. SSURGO: Soil Survey Geographic Database Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) Telephone: 800-672-5559 SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the original soil survey maps. This level of mapping is designed for use by landowners, townships and county natural resource planning and management. TC6833899.2s Page PSGR-1 PHYSICAL SETTING SOURCE RECORDS SEARCHED LOCAL / REGIONAL WATER AGENCY RECORDS FEDERAL WATER WELLS PWS: Public Water Systems Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources. PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS). USGS Water Wells: USGS National Water Inventory System (NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater. STATE RECORDS Colorado GIS Well Database Source: Office of State Engineer, Division of Water Resources Telephone: 303-866-3581 The GIS Well database includes all wells that the Division of Water Resources permits. OTHER STATE DATABASE INFORMATION Oil and Gas Well Locations Source: Department of Natural Resources Telephone: 303-894-2100 RADON State Database: CO Radon Source: Department of Public Health & Environment Telephone: 303-692-3090 Radon Study in Colorado Area Radon Information Source: USGS Telephone: 703-356-4020 The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions. EPA Radon Zones Source: EPA Telephone: 703-356-4020 Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor radon levels. OTHER Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656 Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration Earthquake Fault Lines: The fault lines displayed on EDR’s Topographic map are digitized quaternary faultlines, prepared in 1975 by the United State Geological Survey TC6833899.2s Page PSGR-2 PHYSICAL SETTING SOURCE RECORDS SEARCHED STREET AND ADDRESS INFORMATION © 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC6833899.2s Page PSGR-3 PHYSICAL SETTING SOURCE RECORDS SEARCHED B.E.S.T. [19] Physical Address: 1393 South Inca Street, Denver, Colorado Psalm 20 Phone: 303-238-1770 Mailing: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 Office@BestEngineeringUSA.com APPENDIX B THE EDR AERIAL PHOTO DECADE PACKAGE The EDR Aerial Photo Decade Package 406 Zerex Street & 315 Fraser Avenue 406 Zerex Street Fraser, CO 80442 Inquiry Number: January 28, 2022 6833899.8 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com 2017 1"=500'Flight Year: 2017 USDA/NAIP 2013 1"=500'Flight Year: 2013 USDA/NAIP 2009 1"=500'Flight Year: 2009 USDA/NAIP 2005 1"=500'Flight Year: 2005 USDA/NAIP 1999 1"=500'Acquisition Date: January 01, 1999 USGS/DOQQ 1988 1"=500'Flight Date: September 20, 1988 USGS 1984 1"=500'Flight Date: September 08, 1984 USDA 1979 1"=500'Flight Date: September 15, 1979 USGS 1976 1"=500'Flight Date: September 21, 1976 USGS 1953 1"=500'Flight Date: September 27, 1953 USGS EDR Aerial Photo Decade Package 01/28/22 406 Zerex Street & 315 Fraser Avenue Site Name:Client Name: Best Engineering 406 Zerex Street 1393 South Inca Street Fraser, CO 80442 Denver, CO 80223 EDR Inquiry #6833899.8 Contact:Marissa Lopez Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo per decade. Search Results: Year Scale Details Source When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more information contact your EDR Account Executive. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2022 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. 6833899 8-page 2 6833899.8 2017 = 500' 6833899.8 2013 = 500' 6833899.8 2009 = 500' 6833899.8 2005 = 500' 6833899.8 1999 = 500' 6833899.8 1988 = 500' 6833899.8 1984 = 500' 6833899.8 1979 = 500' 6833899.8 1976 = 500' 6833899.8 1953 = 500' B.E.S.T. [20] Physical Address: 1393 South Inca Street, Denver, Colorado Psalm 20 Phone: 303-238-1770 Mailing: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 Office@BestEngineeringUSA.com APPENDIX C EDR HISTORICAL TOPO MAP REPORT EDR Historical Topo Map Report Inquiry Number: 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com with QuadMatch™ 406 Zerex Street & 315 Fraser Avenue 406 Zerex Street Fraser, CO 80442 January 26, 2022 6833899.4 EDR Historical Topo Map Report EDR Inquiry # Search Results: P.O.# Project: Maps Provided: Disclaimer - Copyright and Trademark Notice EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. page- Coordinates: Latitude: Longitude: UTM Zone: UTM X Meters: UTM Y Meters: Elevation: Contact: Site Name: Client Name: 2019 2016 2013 1973 1957 1943 1926 1924 01/26/22 406 Zerex Street & 315 Fraser Avenue Best Engineering 406 Zerex Street 1393 South Inca Street Fraser, CO 80442 Denver, CO 80223 6833899.4 Marissa Lopez EDR Topographic Map Library has been searched by EDR and maps covering the target property location as provided by Best Engineering were identified for the years listed below. EDR’s Historical Topo Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topo Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the late 1800s. NA 39.947976 39° 56' 53" North 406 Zerex Street -105.816156 -105° 48' 58" West Zone 13 North 430279.91 4422301.94 8561.70' above sea level This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2022 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. 6833899 4 2 page Topo Sheet Key This EDR Topo Map Report is based upon the following USGS topographic map sheets. - 2019 Source Sheets 2019 Fraser 7.5-minute, 24000 2016 Source Sheets 2016 Fraser 7.5-minute, 24000 2013 Source Sheets 2013 Fraser 7.5-minute, 24000 1973 Source Sheets 1973 Fraser 15-minute, 62500 Aerial Photo Revised 1953 6833899 4 3 page Topo Sheet Key This EDR Topo Map Report is based upon the following USGS topographic map sheets. - 1957 Source Sheets 1957 Fraser 7.5-minute, 24000 Aerial Photo Revised 1953 1943 Source Sheets 1943 FRASER 15-minute, 62500 1926 Source Sheets 1926 Fraser 15-minute, 62500 1924 Source Sheets 1924 Fraser 15-minute, 62500 6833899 4 4 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 2019 0 Miles 0.25 0.5 1 1.5 406 Zerex Street & 315 Fraser Avenue 406 Zerex Street Fraser, CO 80442 Best Engineering TP, Fraser, 2019, 7.5-minute 6833899 4 5 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 2016 0 Miles 0.25 0.5 1 1.5 406 Zerex Street & 315 Fraser Avenue 406 Zerex Street Fraser, CO 80442 Best Engineering TP, Fraser, 2016, 7.5-minute 6833899 4 6 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 2013 0 Miles 0.25 0.5 1 1.5 406 Zerex Street & 315 Fraser Avenue 406 Zerex Street Fraser, CO 80442 Best Engineering TP, Fraser, 2013, 7.5-minute 6833899 4 7 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1973 0 Miles 0.25 0.5 1 1.5 406 Zerex Street & 315 Fraser Avenue 406 Zerex Street Fraser, CO 80442 Best Engineering TP, Fraser, 1973, 15-minute 6833899 4 8 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1957 0 Miles 0.25 0.5 1 1.5 406 Zerex Street & 315 Fraser Avenue 406 Zerex Street Fraser, CO 80442 Best Engineering TP, Fraser, 1957, 7.5-minute 6833899 4 9 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1943 0 Miles 0.25 0.5 1 1.5 406 Zerex Street & 315 Fraser Avenue 406 Zerex Street Fraser, CO 80442 Best Engineering TP, FRASER, 1943, 15-minute 6833899 4 10 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1926 0 Miles 0.25 0.5 1 1.5 406 Zerex Street & 315 Fraser Avenue 406 Zerex Street Fraser, CO 80442 Best Engineering TP, Fraser, 1926, 15-minute 6833899 4 11 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1924 0 Miles 0.25 0.5 1 1.5 406 Zerex Street & 315 Fraser Avenue 406 Zerex Street Fraser, CO 80442 Best Engineering TP, Fraser, 1924, 15-minute 6833899 4 12 B.E.S.T. [21] Physical Address: 1393 South Inca Street, Denver, Colorado Psalm 20 Phone: 303-238-1770 Mailing: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 Office@BestEngineeringUSA.com APPENDIX D THE EDR-CITY DIRECTORY IMAGE REPORT 406 Zerex Street & 315 Fraser Avenue 406 Zerex Street Fraser, CO 80442 Inquiry Number: 6833899.5 January 31, 2022 Th e EDR-City Directo ry Image Report 6 Armstrong Road Shelton, CT 06484 800.352.0050 www.edrnet.comEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources Inc TABLE OF CONTENTS SECTION Executive Summary Findings City Directory Images Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction orforecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2020 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc. or its affiliates is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. EXECUTIVE SUMMARY DESCRIPTION E n vironmental Data Resources, Inc.’s (EDR) City Directory Report is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s City Directory Report includes a search of available city directory data at 5 year intervals. RECORD SOURCES ED R's Digital Archive combines historical directory listings from sources such as Cole Information and Dun & Bradstreet. These standard sources of property information complement and enhance each other to provide a more comprehensive report. EDR is licensed to reproduce certain City Directory works by the copyright holders of those works. The purchaser of this EDR City Directory Report may include it in report(s) delivered to a customer. Reproduction of City Directories without permission of the publisher or licensed vendor may be a violation of copyright. RESEARCH SUMMARY The following research sources were consulted in the preparation of this report. A check mark indicates where information was identified in the source and provided in this report. Year Target Street Cross Street Source 2017 EDR Digital Archive 2014 EDR Digital Archive 2010 EDR Digital Archive 2005 EDR Digital Archive 2000 EDR Digital Archive 1995 EDR Digital Archive 1992 EDR Digital Archive 6833899-5 Page 1 FINDINGS TARGET PROPERTY STREET 406 Zerex Street Fraser, CO 80442 Year CD Image Source FRASER AVE 2017 p g A1 EDR Digital Archive 2014 pg A3 EDR Digital Archive 2010 -EDR Digital Archive Target and Adjoining not listed in Source 2005 pg A6 EDR Digital Archive 2000 pg A8 EDR Digital Archive 1995 pg A10 EDR Digital Archive 1992 pg A12 EDR Digital Archive ZEREX 2017 p g A2 EDR Digital Archive 2014 pg A4 EDR Digital Archive 2010 pg A5 EDR Digital Archive 2005 pg A7 EDR Digital Archive 2000 pg A9 EDR Digital Archive 1995 pg A11 EDR Digital Archive 1992 pg A13 EDR Digital Archive 6833899-5 Page 2 FINDINGS CROSS STREETS No Cross Streets Identified 6833899-5 Page 3 City Directory Images - FRASER AVE EDR Digital Archive 6833899.5 Page: A1 SourceTarget Street Cross Street 2017 153 FRASER TOWN GOVERNMENT - ZEREX EDR Digital Archive 6833899.5 Page: A2 SourceTarget Street Cross Street 2017 197 GRAND MOUNTAIN BANK FSB MICHEL LAW LLC 240 GREAT DIVIDE INSURANCE AGENCY 345 FRASER VALLEY CHIROPRACTIC 365 MOUNTAIN RECOVERY UPHOLSTERY & FABRI 395 10 POUND GORILLA COMPUTER BOBS WINTER PARK WINERY 401 CROOKED CREEK SALOON THE 406 EL PACIFICO 425 FRASER VALLEY ACE HARDWARE 601 SKI BROKER VALLEY BOARD & BIKE - FRASER AVE EDR Digital Archive 6833899.5 Page: A3 SourceTarget Street Cross Street 2014 105 BOOTH, DALE R 140 HOYHTYA, RACHEL A 153 BROWN, CATHLEEN FRASER TOWN GOVERNMENT 168 MCWILLIAMS, ALLISON 233 INGEBRITSON, STEVEN 250 SMITH, JONATHAN 318 WRAPE, KARIN - ZEREX EDR Digital Archive 6833899.5 Page: A4 SourceTarget Street Cross Street 2014 150 SASQUATCH ALARMS & COMMUNICATIONS 197 GRAND MOUNTAIN BANK FSB MICHEL LAW LLC STEWART TITLE 220 ENVIROSENSE DESIGN BUILD SETH B SADL FRASER COPY CENTER 240 GREAT DIVIDE INSURANCE AGENCY 280 HOWARD HEAD SPORTS MEDICINE 335 BOTTOM LINE BOOKKEEPING 345 O2 CREATIVE 365 MOUNTAIN RECOVERY UPHOLSTERY & FABRI 395 10 POUND GORILLA WINTER PARK WINERY 401 CROOKED CREEK SALOON THE 406 DITCH ON 40 THE EL PACIFICO 425 FRASER VALLEY ACE HARDWARE 601 SKI BROKER VALLEY BOARD & BIKE - ZEREX EDR Digital Archive 6833899.5 Page: A5 SourceTarget Street Cross Street 2010 150 CLAYTON, CLIFFORD 406 TIMBERLINE THAI - FRASER AVE EDR Digital Archive 6833899.5 Page: A6 SourceTarget Street Cross Street 2005 128 NAILL, PHILIP 233 ALMEIDA, DANIEL HODSDON, TIMOTHY HOOKS, DOROTHY MATTHEWS, CORY M RHODES, MELISSA 315 MANGUSO, ANGIE 318 DARBONNE, MITCHEL PAYAN, RAMIRO - ZEREX EDR Digital Archive 6833899.5 Page: A7 SourceTarget Street Cross Street 2005 504 HAZELRIGG, DAVID 505 HARRIS, BILL 520 HILLYS HOOKER SERVICE 540 DINDINGER, JEDD T JAMES MITCHELL ENTERPRISES INC KST CONSTRUCTION MO HENRYS TROUT SHOP - FRASER AVE EDR Digital Archive 6833899.5 Page: A8 SourceTarget Street Cross Street 2000 125 FRASER VALLEY ELEMENTARY 205 AMTRAK WINTER PARK FRASER S 318 AZTEC ENTERPRISE PAINTING - ZEREX EDR Digital Archive 6833899.5 Page: A9 SourceTarget Street Cross Street 2000 101 CLAYTON, CHARLES 108 ARBYS 150 BRIGGS, KATHY CLAYTON, CONNIE SANDERS, BILLY 280 ALPINE PHYSICAL THERAPY & SPORTS REHABILITATION PC 345 FRASER ARCTIC CAT 365 MOUNTAIN RECOVERY 401 BOGARD, LOREN CROOKED CREEK SALOON THE MAES, BEN 411 MAYNARD ASSOCIATES 425 FRASER VALLEY ACE HARDWARE 503 LONESOME STONE THE 505 C & M SPORTING GOODS GRAND COUNTY MAINTENANCE HARRIS, BILL 507 FLOOR GUYS THE INCORPORATED 509 AMERICAN FAMILY INS BEESON REALTY INCORPORATED DAY & ASSOCIATES PC CPA DEE, SEAN M ELAM CONSTRUCTION INCORPORATED LESKI LABORATORY LINTERIORS WESTERN LAND PREVIEWS REAL ESTATE WINTER PARK WEST WATER & SANITATION DISTRICT 513 RADIO SHACK DEALER AUGUSTIN SALES 515 PREFERRED CLEANERS 523 HERTZ RENT A CAR LICENSEE HOME JAMES TRANSPORTATION SERVICES MAD ADVENTURES INCORPORATED MORITZ TITLE COMPANY LLC 535 MOUNTAIN COMFORT FURNISHINGS 537 GRAND COUNTY CUSTOM HOMEBUILDING LLC 541 ALCO DISCOUNT STORE SAFEWAY STORES WESTERN UNION 543 ROCKY MOUNTAIN ROASTERY & COFFEE COMPANY 557 WINTER PARK T SHIRT COMPANY 559 DESTINATIONS WEST JAMISON MOUNTAIN PROPERTIES PICAFLIC 601 SKI BROKER INCORPORATED 701 COLORADO COMMUNITY - FRASER AVE EDR Digital Archive 6833899.5 Page: A10 SourceTarget Street Cross Street 1995 124 SIEVERS, VICTOR 128 FINLAY, MARY 140 RANTZ, MICHAEL 153 FRASER TOWN HALL 154 FRASER SANITATION DISTRICT 168 CONNELLY, TIM 194 WILDERMAN, TODD 230 GINGERY, PAUL 250 AUSTIN, TINA M CHISHOLM, CHARLES KINNEY, TIM LUND, SUSAN L MAYS, AARON WADE, JOANNE 315 BROWN, JOSH 318 ASMUS, LARRY HENDERSON, DIANE MARZANO, JAMES J SPENCER, K - ZEREX EDR Digital Archive 6833899.5 Page: A11 SourceTarget Street Cross Street 1995 101 CLAYTON, CHARLES 150 BUCKINGHAM, JOE E HOUGHTON, CAROL LAMB, MICHAEL H SANDERS, BILLY 213 FRASER MUSTANG STATION 240 SCHAUNER, JAMES W 365 MOUNTAIN RECOVERY UPHOLSTERY 401 SNAREY, S SOUND GUIDANCE PRODUCTIONS 504 SIDOFSKY, CAROL 505 HARRIS, ROBERT L 509 ALPINE TECHNOLOGY GENE T DARRAH WESTERN LAND PREVIEWS 540 JONES, PAUL WINTER PARK CHRISTIAN CTR - FRASER AVE EDR Digital Archive 6833899.5 Page: A12 SourceTarget Street Cross Street 1992 102 NEWTON, CYNTHIA 105 JOHNSON, JEFF 124 SIEVERS, VICTOR 128 FINLAY, MARY 140 RANTZ, MICHAEL 143 CUSTER, RON 168 FENTON, CYNTHIA 178 HASSELL, CARRIE 230 GINGERY, PAUL 250 KINNEY, TIM NELSON, STEVE 318 MACKLBERG, SHEILA SPENCER, K - ZEREX EDR Digital Archive 6833899.5 Page: A13 SourceTarget Street Cross Street 1992 101 CLAYTON, CHARLES 150 BUCKINGHAM, JOE E CHOJNACKI, MATT LAMB, MICHAEL H MAES, B SANDERS, BILLY 240 SCHAUNER, JAMES W 411 HARTLAUB, SHERRI 504 SIDOFSKY, CAROL 509 DODGE, LINDA M PETERS, PHILIP A B.E.S.T. [22] Physical Address: 1393 South Inca Street, Denver, Colorado Psalm 20 Phone: 303-238-1770 Mailing: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 Office@BestEngineeringUSA.com APPENDIX E CERTIFIED SANBORN MAP REPORT Certified Sanborn® Map Report Inquiry Number: 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com 406 Zerex Street & 315 Fraser Avenue 406 Zerex Street Fraser, CO 80442 January 26, 2022 6833899.3 Certified Sanborn® Map Report Certified Sanborn Results: Disclaimer - Copyright and Trademark Notice EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. page- The Sanborn Library includes more than 1.2 million fire insurance maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow and others which track historical property usage in approximately 12,000 American cities and towns. Collections searched: Library of Congress University Publications of America EDR Private Collection The Sanborn Library LLC Since 1866™ Limited Permission To Make Copies Sanborn® Library search results Contact:EDR Inquiry # Site Name: Client Name: Certification # PO # Project 01/26/22 406 Zerex Street 406 Zerex Street & 315 Fraser Avenue Best Engineering 1393 South Inca Street Fraser, CO 80442 6833899.3 Denver, CO 80223 Marissa Lopez The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Best Engineering were identified for the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance maps. The collection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC, the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn. The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the collection as of the day this report was generated. 7D80-44C7-8C80 NA UNMAPPED PROPERTY 406 Zerex Street This report certifies that the complete holdings of the Sanborn Library, LLC collection have been searched based on client supplied target property information, and fire insurance maps covering the target property were not found. Certification #: 7D80-44C7-8C80 Best Engineering (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy; a copy of which is available upon request. This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. 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Copyright 2022 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. 6833899 3 2 B.E.S.T. [23] Physical Address: 1393 South Inca Street, Denver, Colorado Psalm 20 Phone: 303-238-1770 Mailing: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 Office@BestEngineeringUSA.com APPENDIX F PHOTOLOG Photo No. 1 Description: Photo No. 2 Description: PROJECT NAME:BY: PROJECT NUMBER:DATE: Zerex Street & Fraser Avenue MML PAGE 1 of 321-1603 1/31/2022 Overview from the south side of the site facing north. Overview from the south side of the site facing northeast. PHOTOLOG LOGO Lakewood Office: 747 Sheridan Blvd, Unit 2A Lakewood, CO 80214 Photo No. 3 Description: Photo No. 4 Description: PROJECT NAME:BY: PROJECT NUMBER:DATE: Zerex Street & Fraser Avenue MML PAGE 2 of 321-1603 1/31/2022 Overview from the east side of the site facing west. Overview from the southwest corner of the northeast section of the subject site. PHOTOLOG LOGO Lakewood Office: 747 Sheridan Blvd, Unit 2A Lakewood, CO 80214 Photo No. 5 Description: PROJECT NAME:BY: PROJECT NUMBER:DATE: MML PAGE 3 of 31/31/202221-1603 Zerex Street & Fraser Avenue Overview from the northwest corner of the subject site facing southeast. PHOTOLOG LOGO Lakewood Office: 747 Sheridan Blvd, Unit 2A Lakewood, CO 80214 Locations: Summit County & Lakewood, Colorado Psalm 20 Phone: 970.409.9670 Matt@BestEngineeringUSA.com Mailing: 747 Sheridan Boulevard, Unit 2A Lakewood, Colorado 80214 Phone: 303.238.1770 Office@BestEngineeringUSA.com GEOTECHNICAL ENGINEERING STUDY 406 ZEREX STREET & 315 FRASER AVENUE GRANBY, COLORADO 80442 PROJECT NUMBER 21-1603 MARCH 7, 2022 REVISED MARCH 9, 2022 PREPARED FOR GREG BECHLER 5303 EAST EVANS AVENUE, SUITE 306 DENVER, COLORADO 80222 Prepared By: Reviewed By: James R. Ortiz David W. McDaniel, P.E. Jr. Staff Engineer Project Engineer 3/9/2022 406 Zerex Street & 315 Fraser Avenue Project Number: 21-1603 [2] Locations: Summit County & Lakewood, Colorado Psalm 20 Phone: 970.409.9670 Matt@BestEngineeringUSA.com Mailing: 747 Sheridan Boulevard, Unit 2A Lakewood, Colorado 80214 Phone: 303.238.1770 Office@BestEngineeringUSA.com B.E.S.T. Table of Contents EXECUTIVE SUMMARY ...................................................................................................................................................................... 3 PURPOSE AND SCOPE OF WORK ...................................................................................................................................................... 4 PROPOSED CONSTRUCTION.............................................................................................................................................................. 4 SITE CONDITIONS ................................................................................................................................................................................ 4 FIELD EXPLORATION ......................................................................................................................................................................... 4 SUBSURFACE CONDITIONS ............................................................................................................................................................... 4 FOUNDATION DESIGN RECOMMENDATIONS ............................................................................................................................... 5 FLOOR SLABS ....................................................................................................................................................................................... 6 SEISMIC CONSIDERATIONS .............................................................................................................................................................. 7 SURFACE DRAINAGE .......................................................................................................................................................................... 7 UNDERDRAIN SYSTEM ....................................................................................................................................................................... 8 HOMEOWNER PRECAUTIONS ........................................................................................................................................................... 8 DESIGN AND CONSTRUCTION SUPPORT SERVICES.................................................................................................................... 8 LIMITATIONS ........................................................................................................................................................................................ 8 TABLE 1 FIGURE 1 – LOCATION AND SITE MAP FIGURE 2 – LOCATION OF EXPLORATORY PIT FIGURE 3 – PIT LOG FIGURE 4 – LEGEND AND NOTES 406 Zerex Street & 315 Fraser Avenue Project Number: 21-1603 [3] Locations: Summit County & Lakewood, Colorado Psalm 20 Phone: 970.409.9670 Matt@BestEngineeringUSA.com Mailing: 747 Sheridan Boulevard, Unit 2A Lakewood, Colorado 80214 Phone: 303.238.1770 Office@BestEngineeringUSA.com B.E.S.T. EXECUTIVE SUMMARY Best Engineering Solutions and Technologies, LLC (BEST) completed a geotechnical engineering study for the project located at 406 Zerex Street & 315 Fraser Avenue in Fraser, Colorado. Design parameters and a discussion of geotechnical engineering considerations related to construction of the proposed residences are included in this report. A summary of the findings includes: 1.Subsurface exploration encountered native, sandy gravel. Groundwater was not encountered during excavation of the test pits. Fluctuations of the groundwater may occur seasonally or with precipitation events. 2.Based on the subsurface conditions encountered in the test pits and the nature of the proposed construction, we recommend the proposed structures be founded on spread footings bearing on native soils. Spread footings bearing as recommended should be designed for an allowable bearing pressure of 2,500 pounds per square foot (psf). 3.Native soils or imported structural fill are suitable for support of concrete slab construction. 4. A representative of our office should observe the construction operations discussed in this report. 5. Keep any exposed soils from excessive drying or wetting during the construction process. 6.More detailed recommendations are made throughout this report. These must be reviewed to assure proper consideration in the design. 7. If groundwater is encountered during construction, BEST should be notified immediately. 406 Zerex Street & 315 Fraser Avenue Project Number: 21-1603 [4] Locations: Summit County & Lakewood, Colorado Psalm 20 Phone: 970.409.9670 Matt@BestEngineeringUSA.com Mailing: 747 Sheridan Boulevard, Unit 2A Lakewood, Colorado 80214 Phone: 303.238.1770 Office@BestEngineeringUSA.com B.E.S.T. PURPOSE AND SCOPE OF WORK This report presents the results of a geotechnical engineering study for the project located at 406 Zerex Street & 315 Fraser Avenue in Fraser, Colorado. The project site is shown on Figure 1. The study was conducted to provide foundation design and support of slabs-on-grade recommendations. Field exploration consisted of two exploratory test pits completed to collect information on the subsurface conditions. Samples of the soils collected during the field exploration were tested in the laboratory to determine their classification and engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths, and allowable soil bearing pressures for the proposed building foundations. This report has been prepared to summarize the data obtained during this study and to present our conclusions and recommendations based on the proposed construction and the subsurface conditions encountered. Design parameters and a discussion of geotechnical engineering considerations related to construction of the proposed residences are included in this report. PROPOSED CONSTRUCTION We understand that the proposed construction will consist of 2 multi-family building. Conventional wood frame, concrete and steel construction, with column loads expected to be low to moderate and typical of this type of structure, will be used above grade with cast-in-place concrete foundations below grade. Ground floors will be slab-on-grade. Site development is expected to include sidewalk and landscaped areas. Local utilities will generally be underground, except for surface stormwater runoff and overhead electric. If the loadings, locations, or grading plans for the structures change significantly from those described above, we should be notified to re-evaluate the recommendations contained in this report. SITE CONDITIONS At the time of our field exploration, the property consisted of vacant lot. The site is bounded by residential single- family homes and undeveloped lots. The topography in the area slopes toward the north and east and is at an approximate ranging elevation of 8,570 to 8,568 feet MSL. FIELD EXPLORATION The exploratory pits were excavated on February 7, 2022, approximately at the location shown on Figure 2 to evaluate the subsurface conditions. The pits were excavated using mini excavator and were logged by a representative of BEST. Samples of the soils were obtained using bag sampling methods and the depth of the test pits and samples are shown on the Test Pit Logs, Figure 3 and Legend and Notes, Figure 4. SUBSURFACE CONDITIONS Test Pit TP-1 encountered native, sandy gravel to the maximum depth explored of 8 feet Below Existing Grade (BEG). Test Pit TP-2 encountered native, clayey sand with gravel to the maximum depth explored of 8 feet BEG. Groundwater was not encountered during excavation of the test pits. Fluctuations in the groundwater levels may occur seasonally or with precipitation events. Samples taken from the exploratory test pits were retained for laboratory testing and inspected by the project engineer. The results of the tests performed on the samples obtained from the test pits are shown on Table 1. 406 Zerex Street & 315 Fraser Avenue Project Number: 21-1603 [5] Locations: Summit County & Lakewood, Colorado Psalm 20 Phone: 970.409.9670 Matt@BestEngineeringUSA.com Mailing: 747 Sheridan Boulevard, Unit 2A Lakewood, Colorado 80214 Phone: 303.238.1770 Office@BestEngineeringUSA.com B.E.S.T. Laboratory testing included index property tests, such as moisture content and density, Atterberg limit test and gradation analysis. The testing was performed on bag samples obtained from the test pits. FOUNDATION DESIGN RECOMMENDATIONS The native soils are suitable to support lightly to moderately loaded building foundations. Based on the soil conditions encountered in the exploratory test pits and the nature of the proposed construction, we recommend that the structures be founded on spread footings bearing on native soils. The design and construction criteria presented below should be observed for a spread footing foundation system. 1. Footings placed on the native soils should be designed for an allowable soil bearing pressure of 2,500 pounds per square foot (psf). Based on experience it is expected that total settlement of the footings, designed and constructed as discussed in this report, would be approximately 1.5-inches or less. Differential settlement is estimated to be approximately ½ to ¾ of the total settlement. Most of this settlement will occur during the construction phase. 2. Spread footings placed on native soils should have a minimum footing width of 16 inches for continuous footings and 24 inches for isolated pads. 3. Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 36 inches below exterior grade is required by Grand County. 4. Continuous foundation walls should be reinforced top and bottom to span local anomalies by assuming an unsupported length of at least 10 feet. 5. A grounding system (Ufer Ground) may be installed where the grounding system is contained within the exterior building wall and the concrete foundation wall. This is in place of having a copper ground rod installed adjacent to the foundation wall. 6. The lateral resistance of a spread footing placed on undisturbed native soils or properly compacted granular structural fill material will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Based on the soil characteristics, the resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.55. Passive pressure against the sides of the footings can be calculated using an equivalent fluid unit weight of 405 pounds per cubic foot (pcf). The at-rest lateral pressures on the walls can be calculated using an equivalent fluid density of 55 psf per foot of depth. The active lateral earth pressures should use an equivalent fluid density of about 40 psf per foot of depth. These lateral resistance values are working values. 7. All loose or soft soils should be removed, and the footing shall bear on native soils or properly compacted structural fill. Any disturbed surface of the native soils should be compacted prior to concrete placement. 8. Interior backfill should consist of onsite native soils and should be placed in uniform lifts not to exceed 10 inches thick and compacted to at least 98% of the standard Proctor (ASTM D 698) maximum dry density and within 2 percentage points of the optimum moisture content. Interior backfill should extend laterally beyond the edges of the footings at a distance at least equal to the depth of the fill below the footing subgrade. Prior to the fill placement, any loose subgrade soils should be compacted. Any wet and soft or frozen 406 Zerex Street & 315 Fraser Avenue Project Number: 21-1603 [6] Locations: Summit County & Lakewood, Colorado Psalm 20 Phone: 970.409.9670 Matt@BestEngineeringUSA.com Mailing: 747 Sheridan Boulevard, Unit 2A Lakewood, Colorado 80214 Phone: 303.238.1770 Office@BestEngineeringUSA.com B.E.S.T. subgrade soils should be removed prior to fill placement. The backfill material should be free of snow and ice, vegetation, topsoil, organics, trash, construction debris, oversized rocks greater than 8 inches in diameter, and other deleterious material. 9. Exterior backfill may consist of the onsite native soils or imported structural fill and should be properly placed and compacted to reduce the risk of settlement and distress. Onsite backfill material placed on the exterior of the structure should be placed and compacted to at least 95% of the standard Proctor (ASTM D 698) maximum dry density within 2 percentage points of the optimum moisture content. 10. Backfill in pavement and walkway areas should also be compacted to at least 95% of the standard Proctor (ASTM D 698) maximum dry density and within 2 percentage points of the optimum moisture content. Care should be taken when compacting around the foundation walls and underground structures to avoid damage to the structure. Hand compaction procedures may be used to prevent excessive lateral pressures from exceeding the design values. 11. Backfill in landscaped areas may consist of native onsite soils or imported structural fill. It should be placed in uniform lifts and compacted to at least 90% of the standard Proctor (ASTM D 698) maximum dry density within 2 percentage points of the optimum moisture content. 12. Utility backfill should be compacted as appropriate for the proposed surface uses (landscape, building, pavement, etc.). 13. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures, such as adjacent footings, traffic, construction materials, and equipment. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. The lateral resistance values identified above assume drained conditions behind the walls and a horizontal backfill surface. Refer to the Underdrain System section for further information. Minor cracking of concrete foundation walls should be expected. 14. Based on our experience, we recommend all concrete exposed to the onsite materials meet the cement requirements for Class 0 exposure of sulfate attack on concrete as presented in ACI 318-14. Alternatively, the concrete could meet the CDOT requirements for Class 0 exposure as presented in Section 601.04 of the CDOT Standard Specifications for Road and Bridge Construction (2017). 15. Depending upon depth of excavation and seasonal conditions, groundwater may be encountered within excavations on the site. Pumping from sumps may be utilized to control water within excavations, if necessary. BEST is available to provide further dewatering recommendations if this issue arises. 16. A BEST representative should observe all footing excavations prior to concrete placement to evaluate soil bearing conditions. FLOOR SLABS The native soils are suitable to support lightly to moderately loaded slab-on-grade construction. To reduce the effects of differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints, which allow unrestrained vertical movement. Interior non-bearing partitions resting on floor slabs should be provided with slip joints so that, if the slabs move, the movement cannot be transmitted to the 406 Zerex Street & 315 Fraser Avenue Project Number: 21-1603 [7] Locations: Summit County & Lakewood, Colorado Psalm 20 Phone: 970.409.9670 Matt@BestEngineeringUSA.com Mailing: 747 Sheridan Boulevard, Unit 2A Lakewood, Colorado 80214 Phone: 303.238.1770 Office@BestEngineeringUSA.com B.E.S.T. interior structure. This detail is also important for wallboards, stairways and door frames. Slip joints which will allow at least 1.5 inches of vertical movement are recommended. Floor slab control joints should be used to reduce damage due to shrinkage cracking. Joint spacing is dependent on slab thickness, concrete aggregate size, and slump, and should be consistent with recognized guidelines such as those of the Portland Cement Association (PCA) and American Concrete Institute (ACI). The joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. Fill placed beneath floor slabs may consist of native onsite soils, an imported structural fill, or non-expansive, predominantly granular material. The geotechnical engineer should evaluate the suitability of fill materials prior to placement. Slab performance is greatly dependent on the amount of moisture introduced to the underlying soils, which could result in potential excessive movement causing uneven slabs and cracking. Proper surface grading and foundation drain installation will help to reduce water infiltration in the sub-slab soils. Recommendations within the Surface Drainage and the Underdrain System sections below, should be followed. Recommendations provided in this section are meant to reduce the possible distress caused by slab movement but will not completely eliminate risk. A structurally supported floor system should be used if the owner cannot tolerate potential movement. SEISMIC CONSIDERATIONS This area of Fraser is located in Seismic Design Category “B”. The soil at the foundation level has a very dense soil profile. The average soil profile in the top one-hundred feet provides an overall “stiff soil” profile, which provides a Site Class of “D”. Based on the subsurface profile, site seismicity, and the anticipated ground conditions; liquefaction is not a design consideration. SURFACE DRAINAGE Proper surface drainage is very important for acceptable performance of the slab-on-grade during construction and after the construction has been completed. The following recommendations should be used as guidelines and changes should be made only after consultation with the geotechnical engineer. 1. Excessive wetting or drying of the excavation and underslab areas should be avoided during construction. 2. The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. Free-draining wall backfill should be capped with approximately 2 feet of the onsite finer graded soils to facilitate surface drainage. Site drainage beyond the 10-foot zone should be designed to promote runoff and reduce infiltration. These slopes may be changed as required for handicap access points in accordance with the Americans with Disabilities Act. 3. Xeriscaping should be considered with limited irrigation within 4 feet of the foundation walls. Roof downspouts and drains should discharge well beyond the limits of all backfill and onto splash blocks. 406 Zerex Street & 315 Fraser Avenue Project Number: 21-1603 [8] Locations: Summit County & Lakewood, Colorado Psalm 20 Phone: 970.409.9670 Matt@BestEngineeringUSA.com Mailing: 747 Sheridan Boulevard, Unit 2A Lakewood, Colorado 80214 Phone: 303.238.1770 Office@BestEngineeringUSA.com B.E.S.T. Based on the soils encountered in the test pits, the soil type is a Type 2, gravelly sandy loam with a percolation rate of approximately 20 Minutes Per Inch (MPI). UNDERDRAIN SYSTEM The slab-on-grade construction precludes the need for an underdrain system. It is recommended that an impermeable plastic sheet be placed beneath the floor slab in any living spaces to reduce moisture migration through the concrete slab. The sheet should be secured to the interior of the foundation walls. There should be a minimum one-foot side lap and at least two-feet of end lap. A groundwater management system is not necessary as groundwater was encountered at depths greater than the anticipated foundations depths of the structures at the site as noted in the boring logs. HOMEOWNER PRECAUTIONS All new construction has an adjustment period after construction is completed. Exterior and interior observations should be performed on a regular basis. The exterior backfill should be checked for positive drainage away from the foundation. No ponding of water should be observed. Roof downspouts and splash blocks should direct water away from the foundation. The discharge of any sump should be free of blockage and discharge away from the foundation. DESIGN AND CONSTRUCTION SUPPORT SERVICES Please consider retaining BEST to provide the following services: 1. Review of the project plans and specifications for conformance with the recommendations provided in this report. 2. Observation and testing to document that the intent of this report and that the requirements of the plans and specifications are being followed during construction. 3. Identification of possible variations in subsurface conditions from those encountered in this study, so that recommendations can be re-evaluated, if needed. 4. Preparation of a shoring plan, if necessary, for the protection of adjacent structures. BEST is also available to assist the design team in preparing specifications for the geotechnical aspects of the project and performing additional studies, if necessary, to accommodate possible changes in the proposed construction. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering practices in this area for exclusive use by the client for design purposes. Copying of this report or portions of this report without the express written permission of Best Engineering Solutions and Technologies, LLC (BEST), is specifically prohibited. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon data obtained from the exploratory test pits at the locations indicated on Fig. 2, and the proposed construction. This report may not reflect subsurface variations that occur between the pits. The nature and extent of variations across the site may not become evident until site grading and excavations are performed. If fill, soil, rock or water conditions appear to be different from those described herein, BEST should be advised at once so that a re-evaluation of the recommendations presented in this report can be made. BEST is not responsible for liability associated with interpretation of subsurface data by others. 406 Zerex Street & 315 Fraser Avenue Project Number: 21-1603 [9] Locations: Summit County & Lakewood, Colorado Psalm 20 Phone: 970.409.9670 Matt@BestEngineeringUSA.com Mailing: 747 Sheridan Boulevard, Unit 2A Lakewood, Colorado 80214 Phone: 303.238.1770 Office@BestEngineeringUSA.com B.E.S.T. The scope of services for this project does not include any environmental assessment of the site or identification of contaminated or hazardous materials or conditions. In addition, this study does not include determination of the presence, prevention, or possibility of mold or other biological contaminants developing in the future. If the owner is concerned about the potential for such contamination, other studies should be undertaken. B.E.S.T. 195 145 21-1603 TP-1 0.3 - 6 BS 0 4 NP 61 32 7 Sandy gravel TP-2 0.3 - 8 BS 0 14 NP 30 36 34 Clayey sand with gravel TABLE: 1 Page 1 of 1 Test Pit No. BS=Bag Sample Nat. Dry Density (PCF) Natural Moist. (%) GRADATION LL PI Depth Sample Type (Note 1) NOTE 1- Sample Type https://bestengineeringusa.sharepoint.com/Shared Documents/Projects/21-1000 Summit Projects/21-1603 406 Zerex Street & 315 Fraser Avenue'/Calcs/[21-1603 406 Zerex TABLE 1.1 SUMMARY OF LABORATORY TEST RESULTS PROJECT: LOCATION: SOURCE: PROJECT NO: Field Test Pit / Lab Testing DATE:406 Zerex Street & 315 Fraser Ave. Granby, CO March 7, 2022 % Gravel +No. 4 Additional Test Results (Note 3) CT=Consolidation Test ATTERBERG LIMITS % Swell and Consolidation% Sand -No. 4 +No. 200 % Fines -No. 200 C2=Miniature Compression C3=Pocket Penetrometer NOTE 2-Shear Strength Tests Soil Description NOTE 3- Additional Test Results TT=Triaxial Test PT=Proctor WSS=Water Soluble Sulfates RA=Radon Testing (pCi/L) pH = pH of soil SS=Split Spoon Sample Mailing Address: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 ●Office@BestEngineeringUSA.com Physical Address: 1393 South Inca Street, Denver, Colorado ● Psalm 20 ● Phone: 303-238-1770 AD=Air Dried C1= Unconfined Compression CA=California Sample RM=Remolded Sample OR = Organic content of soil AS=Auger Sample ST=Shelby Tube HD=Hand Drive C4=Pocket Value B.E.S.T. 21‐1603 SITE MAP Project Number Figure 1 Mailing Address: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 ●Office@BestEngineeringUSA.com Physical Address: 1393 South Inca Street, Denver, Colorado ● Psalm 20 ● Phone: 303-238-1770 N Not to Scale B.E.S.T. 21‐1603 Project Number Figure 2 Mailing Address: 11733 Newlin Gulch Boulevard, Parker, Colorado 80134 ●Office@BestEngineeringUSA.com TEST PIT LOCATIONS LEGEND: TP‐1 – Indicates approximate location of exploratory pit Physical Address: 1393 South Inca Street, Denver, Colorado ● Psalm 20 ● Phone: 303-238-1770 N Not to Scale (2) 6 YARD DUMPSTERS1 2 3 4 5 6 7 8 11 12 18 19 20 21 22 23 24 25 26 27 13 14 15 16 17 20 ' - 0 " 10' - 0" ADA UNIT 9' - 0" 38 39 40 28 29 30 9 10 2 2 ' - 0 " 2 2 ' - 0 " 2 2 ' - 0 " 2 2 ' - 0 " 2 2 ' - 0 " 31 32 33 34 22 ' - 0 " 22 ' - 0 " 22 ' - 0 " 20 ' - 0 " 35 36 37 22 ' - 0 " 64' - 0" 24' - 0" 24' - 8" 10 ' - 0 " 20' - 0" 18' - 0" 11 ' - 4 3 / 4 " 6' - 0 " MECH. STAIRS BUILT-UP PATIO 1 0 ' - 0 " 5 ' - 0 " 8 ' - 0 " 41 42 CROSSWALK CROSSWALK SIGN PERMEABLE PATIO− 381 SF PERMEABLE PATIO− 421 SF B I K E R A C K BIKE RACK BENCH -(2) Engleman Sruce Trees (Picea Engelmanii); 6' to 12' tall -(12) Clump Aspen (Populus Tremuloides); min 1" caliper, 2-3 trees per clump -(3) Autumn Blaze Maple (Acer x Freemanii 'Jeffersred'); 48" Box -(5) Radiant Flowering Crab (Malus 'Radiant'); min 24" Box, 1"-2.5" caliper -(38) Blue Oat Grass (Helictotrichon Sempervirens) &/ or Flame Grass (Miscanthus Sinensis); min ALNA #1 -Concrete Sidewalks LANDSCAPE NOTES: -All developments shall be responsive to site and natural conditions and minimize disturbance to land and existing vegetation. A reasonable effort must be made to preserve existing healthy trees, shrubs and topsoil. -Appropriate plant materials. Native and drought-tolerant plant species and seed mixes containing grasses and wildflowers are strongly encouraged, and noxious weeds and plants are prohibited, per the Colorado Noxious Weed Act (Section 35-5.5-101, et seq., C.R.S.). The utilization of the principles of Xeriscape landscaping is encouraged in order to conserve water resources. Bluegrass and other grasses requiring high consumption of water are discouraged. Ornamental nonliving materials, such as decorative rock, wood chips, mulch, brick and paving stones, shall be permitted to be incorporated into a landscaping plan. -Performance guarantees shall include the success of all landscaping improvements and revegetation for two (2) growing seasons after installation. Landscaping that dies within the two-year period shall be replaced and shall be required to live for at least two (2) years from the time it is replanted. -Landscaping maintenance shall include irrigation, fertilization, pruning and noxious weed control. -Vegetation shall be placed so as not to block sight distances from driveways, corners and intersecting streets. Fire hydrants shall not be obstructed by landscaping. LANDSCAPE TOTALS: MIXED USE: 1030 SF PATIOS (PERMEABLE)-814 SF 1844 SF TOTAL RESIDENTIAL: 2539 SF SITE TOTAL: 4383 SF (INCLUDES PERMEABLE PATIOS) 4383/ 28,704 SF= 15% -Asphalt Paving 2 0 ' - 0 " 18 ' - 0 " -Permeable Patios -4"-8" River Rock -Maintained Grass -(4) Sand Cherry (Prunus Besseyi); min ALNA #5 TRANSFORMER -(4) Miss Kim Lilac (Syringa Patula 'Miss Kim'); min ALNA #5 -(4) Northern Gold Forsythia (Forsythia 'Northern Gold'); min ALNA #5 -(2) Compact Winged Burning Bush (Euonymus Alatus 'Compactus') ; min ALNA #5 -(3) Hot Wings Tatarian Maple (Acer Tataricum 'GarAnn'); min ALNA #15 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N SHEET SH E E T C O N T E N T S PR O J E C T 20 2 1 P e t e r N e l s o n A r c h i t e c t u r e c LO C A T I O N IS S U E D SC A L E DR A W N CH E C K E D As N o t e d 1/ 1 6 " = 1 ' - 0 " 1/ 8 " = 1 ' - 0 " 1/ 4 " = 1 ' - 0 " 1/ 2 " = 1 ' - 0 " 1" = 1 ' - 0 " 1- 1 / 2 " = 1 ' - 0 " PN KK PO B o x 3 2 7 6 OW N E R A R C H I T E C T ST R U C T U R A L E N G I N E E R Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 5 3 1 . 1 1 8 7 ne l s o n p e t e r f @ g m a i l . c o m Pe t e r N e l s o n A r c h i t e c t u r e GE N E R A L C O N T R A C T O R 47 C o o p e r C r e e k W a y , S u i t e 3 2 8 Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 7 2 2 . 7 6 7 7 JV A , I n c o r p o r a t e d PO B o x 1 1 7 3 Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 9 7 7 . 9 8 4 3 PG A r n o l d th o m a s . e l l i o t t @ p g a r n o l d . c o m ck o b e @ j v a j v a . c o m 3/ 4 " = 1 ' - 0 " 53 0 3 E E v a n s A v e , S u i t e 3 0 6 De n v e r , C O 8 0 2 2 2 30 3 . 3 2 4 . 9 9 9 8 gr e g @ b y s o n . i o By s o n R e a l E s t a t e C o . 5/ 1 0 / 2 0 2 2 1 2 : 5 2 : 2 3 P M L1.0 L A N D S C A P E P L A N KO S E L I G O N M A I N DD 4/ 1 0 / 2 0 2 2 40 6 Z e r e x S t r e e t Fr a s e r , C o l o r a d o 10'5'10'20'40'0' 1" = 10'-0"1 LANDSCAPE PLAN The proposed development was designed to satisfy all the goals of the “2017 Downtown Fraser Strategic Plan.” The developer engaged the town board and the planning commission prior to planning to ensure this was a project that fit all the goals. Starting with the community goals. The development is a start to the “vibrant town center,” purposefully creating welcoming retail spaces with huge outdoor patios and a pocket park that establishes a focal point for the Town of Fraser. This area encourages people to gather and converse. This is aided in this by adding street parking and an 8-foot sidewalk along Fraser Ave that will funnel people towards this focal point. The design “hides” all of the non-on street parking on the alley side to create a traditional main street feel. All points along Fraser Ave for the proposed development activate the walkway and have no dead wall space. Additionally, this will a reason for visitors to stop over on what would usually be a trip through Fraser. All this begins to emphasize Fraser Ave as the primary East-West between the Amtrak station and the Fraser River. As a person exits the train at the Amtrak station, they will be drawn to the retail at this location. The development creates a contiguous walkaway from the crosswalk to the end of the site all with 8-foot sidewalks and gives a reason to come this way after exiting the train. The proposed development keeps Fraser’s “Fun, Eccentric and historic character” through design. The buildings utilize shape and depth to give it a fun and eccentric feel while still taking cues from other neighboring buildings to maintain the historic character. The units were all designed with outdoor patio space that encourages a sense of community. The project also incorporates multiple spots for local murals to be enjoyed by the community. The materials chosen are also fun and eccentric, that will change feel with the lighting, season and weather. The proposed development adds to the “diverse and resilient economy” while “expanding and diversifying local housing options.” This project is designed for “workforce” housing as it will be a purpose built, for rent, property, with 100% commercial space on the ground floor of one building and 20% deed restricted residential units in the other building. It is also designed to accommodate all walks of life from roommates, families, couples, empty nesters. These units are built for people who live and work in Fraser. The retail space is designed for restaurants and shops to either employ members of the community, or be run by members of the community. The proposed project also directly increases mobility choices. It is located a short walk from all the public transportation lines, including Amtrak. A tenant can get to downtown Winter Park, the ski resort, Granby, Denver (and all surrounding suburbs) and even DIA without stepping foot in a car. We also included ample bike racks to encourage the community to bike and walk to the proposed development. Overall, the proposed development is intended to conform in entirety to the 2017 Fraser Comprehensive Plan and be the catalyst for the Riverwalk redevelopment. We are excited about this project and the future of Downtown Fraser. PP PP GUY C O N C R E T E 1,576 SF (ORD #274) VACATED ROW REC #2001-012433 ADA MECH T GENERAL NOTES 1. CONFIRM ALL LANDSCAPE LIGHT FIXTURE LOCATIONS WITH THE LANDSCAPE ARCHITECT PRIOR TO ROUGH IN. 2. ALL EXTERIOR LIGHTING AND SIGNAGE CIRCUITS SHALL BE CONTROLLED BY PHOTOCELL. 3. ALL EXTERIOR AND SITE/LANDSCAPE LIGHTING MUST ADHERE TO ALL LOCAL ORDINANCES AND REQUIREMENTS. PROVIDE SHIELDING, GLARE CONTROL, HARDWARE OPTIONS AND ACCESORIES AS NECESSARY TO COMPLY. 4. FINAL APPROVAL OF ALL LIGHT FIXTURES TO BE MADE BY THE ARCHITECT AND OWNER DURING SUBMITTAL PHASE AND PRIOR TO ANY ORDERING, PURCHASE OR INSTALLATION OF LIGHT FIXTURES. 5. ALL EXTERIOR RECEPTACLES SHALL BE GFCI WITH LOCKABLE WEATHER PROOF COVERS. 6. INCREASE WIRE SIZES AS NECESSARY TO ACCOUNT FOR VOLTAGE DROP BASED ON CIRCUIT LOADS. ANY ELECTRICAL CHANGES SHALL BE NOTIFIED TO ELECTRICAL ENGINEER. A A B B C C D D E E F F 2 2 4 4 5 5 3 3 6 6 1 1 7 7 9 9 11 11 10 10 12 12 13 13 G G H H I I J J K K 8 8 L L 14 14 BE AE AE AE A A AE A A A AE B AE AE A A A AE AE AE BBE B C HP1-1 HP2-1 1 1 1. CIRCUIT THROUGH LIGHTING CONTACTOR. REFER TO EXTERIOR LIGHTING CONTROL DETAIL ON SHEET E0.03. KEY NOTES: (DESIGNATED BY " # ") SHEET SH E E T C O N T E N T S PR O J E C T 20 2 1 P e t e r N e l s o n A r c h i t e c t u r e c LO C A T I O N IS S U E D SC A L E DR A W N CH E C K E D As N o t e d 1/ 1 6 " = 1 ' -0" 1/ 8 " = 1 ' -0" 1/ 4 " = 1 ' -0" 1/ 2 " = 1 ' -0" 1" = 1 ' -0" 1-1/ 2 " = 1 ' -0" PN KK PO B o x 3 2 7 6 OW N E R AR C H I T E C T ST R U C T U R A L E N G I N E E R Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 5 3 1 . 1 1 8 7 ne l s o n p e t e r f @ g m a i l . c o m Pe t e r N e l s o n A r c h i t e c t u r e GE N E R A L C O N T R A C T O R 47 C o o p e r C r e e k W a y , S u i t e 3 2 8 Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 7 2 2 . 7 6 7 7 JV A , I n c o r p o r a t e d PO B o x 1 1 7 3 Wi n t e r P a r k , C o l o r a d o 8 0 4 8 2 97 0 . 9 7 7 . 9 8 4 3 PG A r n o l d th o m a s . e l l i o t t @ p g a r n o l d . c o m ck o b e @ j v a j v a . c o m 3/ 4 " = 1 ' -0" 53 0 3 E E v a n s A v e , S u i t e 3 0 6 De n v e r , C O 8 0 2 2 2 30 3 . 3 2 4 . 9 9 9 8 gr e g @ b y s o n . i o By s o n R e a l E s t a t e C o . 5/ 9 / 2 0 2 2 7 : 4 6 : 3 5 A M E1.0L SI T E P L A N - LI G H TI N G KO S E L I G O N M A I N 40 6 Z e r e x S t r e e t Fr a s e r , C o l o r a d o 22030056 KN SD NO R T H Scale: 1" = 10'-0" OVERALL SITE PLAN -LIGHTING1 Jordan & Skala Engineers 17855 North Dallas Parkway, Suite 320 ●Dallas, TX, 75287 p. 469.385.1616 ●f. 469.385.1615 Texas Registered Engineering Firm F-4990 Project Number:Drawn By:Checked By: 03/28/2022 MEP 50% PP PP GUY C O N C R E T E 1,576 SF (ORD #274) VACATED ROW REC #2001-012433 ADA MECH T Calculation Summary Label Units Avg Max Min Avg/Min Max/Min Site_Overall Fc 0.62 5.5 0.0 N.A.N.A. Within Property Boundary Fc 1.83 5.5 0.4 4.58 13.75 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.4 0.4 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.4 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.5 0.7 0.9 1.0 0.8 0.6 0.6 0.8 1.0 0.9 0.7 0.6 0.6 0.8 0.9 0.7 0.5 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.5 0.4 0.5 0.6 0.7 0.7 0.8 0.8 0.8 0.7 0.6 0.6 0.5 0.5 0.7 1.2 2.0 2.3 1.6 1.0 1.0 1.5 2.2 2.1 1.3 0.9 1.0 1.7 2.2 1.7 0.9 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.7 0.8 0.7 0.7 1.0 1.2 1.1 1.0 1.1 1.2 1.3 1.1 1.0 0.8 0.7 0.7 0.9 1.7 3.4 4.1 2.6 1.3 1.2 2.3 4.0 3.8 2.0 1.2 1.5 2.9 4.2 3.1 1.4 0.6 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 0.6 1.0 1.3 1.3 0.7 1.2 2.0 2.3 1.9 1.5 1.5 1.7 1.9 1.8 1.5 1.2 0.9 0.7 0.6 3.1 1.4 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 1.0 1.8 2.7 1.7 2.5 3.5 2.7 1.9 1.9 2.3 2.7 2.7 2.2 1.7 1.2 0.8 0.6 1.9 1.1 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.7 1.2 2.3 3.5 2.1 2.0 2.3 2.9 3.6 3.6 2.9 2.2 1.5 1.0 0.7 1.7 1.2 0.7 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.6 0.9 1.4 2.2 1.8 2.1 3.5 4.8 4.3 3.3 2.3 1.5 1.0 0.7 2.8 2.0 0.9 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.3 2.0 2.1 5.5 4.6 3.1 2.1 1.4 0.9 0.7 4.1 2.5 1.1 0.5 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.4 0.6 1.1 2.0 3.1 1.8 3.4 3.2 3.1 2.6 1.8 1.2 0.8 0.6 3.3 2.0 1.0 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.7 1.3 2.5 3.6 3.7 2.4 1.3 1.1 1.2 1.0 0.7 0.5 2.0 1.3 0.7 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.4 0.6 1.0 1.5 2.3 1.6 1.8 2.9 1.9 1.1 0.7 0.5 0.6 0.6 0.5 2.0 1.2 0.6 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.9 1.4 2.1 2.1 3.0 2.8 1.6 1.0 0.7 0.5 0.4 0.4 0.4 2.8 1.3 0.6 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.4 0.6 1.2 2.2 3.3 1.3 4.0 2.6 1.4 0.9 0.7 0.6 0.6 0.5 0.5 2.7 1.3 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.4 2.6 3.5 2.2 2.6 1.9 1.2 0.9 0.8 0.8 0.8 0.8 0.7 1.9 1.2 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.4 0.6 1.0 1.6 2.2 1.4 1.6 1.5 1.2 0.9 0.9 1.0 1.1 1.2 1.2 1.1 1.9 1.3 0.7 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.9 1.5 2.2 2.1 1.8 2.3 1.5 1.1 0.9 0.8 0.9 1.2 1.5 1.7 1.8 1.8 3.2 2.1 1.0 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.6 1.2 2.3 3.4 3.9 2.8 1.5 1.0 0.8 0.8 1.0 1.4 2.0 2.5 2.7 2.8 4.1 2.5 1.1 0.5 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.4 2.6 3.2 1.8 3.4 2.3 1.3 0.9 0.7 0.8 1.0 1.6 2.3 3.1 3.6 3.9 2.8 1.8 0.8 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.6 1.0 1.6 2.3 1.9 2.7 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40 6 Z e r e x S t r e e t Fr a s e r , C o l o r a d o 22030056 KN SD NO R T H Scale: 1" = 10'-0" OVERALL SITE PLAN -PHOTOMETRIC1 Jordan & Skala Engineers 17855 North Dallas Parkway, Suite 320 ●Dallas, TX, 75287 p. 469.385.1616 ●f. 469.385.1615 Texas Registered Engineering Firm F-4990 Project Number:Drawn By:Checked By: 03/28/2022 MEP 50% Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com MEMO TO: Mayor Vandernail and the Board of Trustees FROM: Rob Clemens, Finance Director DATE: July 20, 2022 SUBJECT: Utility Vehicle Purchase Approval MATTER BEFORE BOARD: Seeking Board approval for Town Manager to sign a check exceeding $40,000 in compliance with Purchasing Policy. Check Value = $90,780.72 is for the first of two utility vehicles. BACKGROUND: On December 12, 2021, Resolution 2021-12-07 was approved and included the purchase and outfitting of multiple new utility vehicles under the Capital Equipment Replacement Fund. This vehicle was received at Johnson Auto Plaza and then sent out for outfitting. The outfitting is complete and the vehicle is available for pick up. The second of these vehicles was discussed and approved in Resolution 2022-06-02, since the outfitting exceeded the approved budget. This second vehicle is not ready at this time. RECOMMENDATION: Staff recommends approval for the Town Manager to sign a check for $90,780.72 to complete the purchase of the approved and budgeted vehicle. Treasurer’s Report ROB CLEMENS FINANCE DIRECTOR Overview Sales Tax Revenue Impact Audit ClearGov Sales Tax Fun Facts (June) 1193 Organizations $329,023 in Tax = $6,580,460 in Sales Top 20 generators produced 70% of tax revenue Over the past 6 months, 33 businesses have been in the top 20 Review and Looking Forward Questions? Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com MEMO TO: Mayor Vandernail and the Board of Trustees FROM: Michael Brack, Assistant Town Manager DATE: July 20, 2022 SUBJECT: Request for Qualifications Requirements MATTER BEFORE BOARD: Review and advise requirements to be included prior to the Town publishing a Request for Qualifications (RFQ) to identify a developer to work with to develop a master plan and construct housing. BACKGROUND: Following the award of a $3,040,000 Operation Turnkey Grant from the Colorado Division of Housing. The Town was successful in closing on the Victoria Village subdivision on May 20, 2022, that consists of 11.3 acres of raw land for the primary purpose of developing affordable housing for new and existing Fraser Valley residents. The next step for the Town is publish an RFQ to find a suitable developer in order to design a master plan with community input and construct housing. The land has a specific zoning overlay called the Victoria Village Overlay which allows for affordable housing, mixed use, and commercial development. This zoning overlay was created in 2018 to encourage affordable housing development. As the Town continues to identify reliable funding streams for affordable housing initiatives, mixed use development with commercial on the bottom floor and residential units above could help provide funding streams to ensure affordability of affordable housing on Victoria Village. Choosing an experienced and resourceful developer through the RFQ process can provide a better outlook on construction costs and how to develop successful housing projects while reserving some areas of Victoria Village for commercial or mixed-use development that makes sense. The goal for Victoria Village is to create a unique, walkable neighborhood that brings affordable housing options for new and existing residents within close proximity to downtown Fraser that the community can be proud of. REQUEST FOR QUALIFICATIONS REQUIREMENTS AND CONSIDERATIONS: 1) The developer must comply and work with the Colorado Division of Housing to ensure that all design and development processes and plans are in compliance with the Town’s Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com executed Operation Turnkey Grant Agreement with the Colorado Division of Housing and adhere to area median income (AMI) requirements approved by the Fraser Board of Trustees. The minimum number of affordable housing units to construct on Victoria Village per the grant agreement is 105 residential units that can consist of both rental and home ownership opportunities. However, the Victoria Village subdivision is anticipated to provide capacity for more affordable housing development than the grant required minimum. 2) As per the grant requirements, at least 50% of the rental units and at least 50% of the home ownership units must be at or below 120% AMI. To meet community needs, the Town anticipates the majority of rental units to be available between 30%-80% AMI and the majority of home ownership units to be between 80%-120% AMI. 3) The Victoria Village subdivision zoning overlay and the Operation Turnkey Grant Agreement does allow for a portion of the property to be developed for commercial or mixed use. The Town anticipates no more than 30% of the developable space in Victoria Village to be used for commercial or mixed-use development. 4) The Town has established the Fraser Deed Restriction Program which will apply all residential development on Victoria Village. The developer must be engaged with the Town to ensure all deed restrictions are in place before eligible tenants and homeowners procure housing on Victoria Village. Deed restrictions will focus on resale of property, rental restrictions, residency and work requirements, and other requirements to help the property to be maintained as an affordable housing development. 5) All residents of the built neighborhood will need to meet the AMI restrictions at initial sale of for sale properties. Residents living in the apartments, or in other rental properties within the neighborhood, will need to meet the AMI restrictions before entering into an initial lease. The developer will need to work with the Town to create processes for obtaining this information. 6) The developer shall abide by all Town of Fraser requirements for rental and for sale residential units for interested applicants. The developer will provide, or contract with, property management services within the Fraser Valley to manage all residential and commercial rentals and for sale residential units on the property through an established program approved by the Fraser Board of Trustees. The program will include a scoring and lottery system, and annual appreciation caps for units available for purchase to ensure long term affordability. The developer will maintain a waiting list for all individuals eligible for rental and home ownership units. 7) The awarded developer will conduct workshops and open houses with the Fraser Board of Trustees and the community to tailor and present design options for the Victoria Village master plan that best meets the needs of Fraser Valley residents. Once a master plan and a new subdivision is approved by the Fraser Board of Trustees, the developer Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com will present a phased approach to developing areas of Victoria Village while mitigating financial risk and ensuring success of the project. 8) Following approval of the Victoria Village master plan and subdivision, and potentially even a new name for the subdivision, the Town will deed certain parcels within the new subdivision to the developer to use as equity towards necessary financing to construct the first phase of development. 9) The Town of Fraser is interested in contracting through a development agreement with the developer to provide certain incentives and waivers that are fair and equitable to the Town and the developer. 10) Each phase of development will include a separate development agreement between the Town of Fraser and the developer to ensure that the original goals and intent of the project to provide affordable housing in the Fraser Valley is enforced in perpetuity. 11) Road access must be constructed from County Road 8 to Park Ave to accommodate developed areas of Victoria Village and provide a through-access road for other traffic. 12) The Victoria Village contains 2.6 acres of an existing wetlands easement that contains a section of St. Louis Creek. The developer must ensure the wetlands are protected and that proper erosion control devices are installed, monitored, and maintained with the project. 13) There are funds available through the Grand Count Open Lands, Rivers, and Trails Program, Colorado Parks and Wildlife, and other entities that could help enhance the existing wetlands as a public open space amenity on Victoria Village. While this may be too much of a burden to include in the preliminary scope for initial development, however, conceptual design plans should be included in the initial master plan for Victoria Village. 14) The Town is open to allowing for the developer chosen to allow others to build portions of this project if it is a sensible option, i.e., apartments being done by a separate entity. The Town would ask that if there will be different developers involved in different aspects of the project to inform the Town of how this relationship may work. 15) The Town expects the developer to be knowledgeable about federal and state funding resources, to include low-income housing tax credit (LIHTC) financing for rental apartments, and other grants, favorable loans, and demonstrate a confident level in financial expertise. 16) There are a number of homeownership assistance programs available to residents of Grand County. It would be encouraging to the Town for the developer to work with local lenders through the home purchasing process with future residents to ensure those Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com residents are receiving all of the information they need to make proper decisions on home ownership. 17) The Town values sustainable building practices and encourages Leadership in Energy and Environmental Design (LEED) building certification and other green building practices. The developer should consider housing options with tankless water heaters, heat pumps, electric vehicle charging capabilities, high efficiency appliances and insulation, and following the 2021 IECC as closely as possible. 18) The developer will ensure that it provides the Town with all necessary records and reports to ensure proper record keeping and compliance reporting is practiced in alignment with the Operation Turnkey Grant Agreement and the State of Colorado requirements. TIMELINE The Town is approaching this project with a very aggressive timeline. The anticipated timeline is below and will be incumbent upon the developer to include information to the Town, at the time of submission, about their belief on if the timeline is appropriate. Victoria Village RFQ Released August 15, 2022 Interested Developer Meeting* Mid September 2022 RFQ Response Deadline October 31, 2022 Developer Interviews November 2022 Contract Negotiations and Award Early December 2022 Master Plan, Platting, Construction Approval for Phase 1, Etc. Winter 2022-2023 Begin Construction** Fall 2023 *While questions from developers are welcome the Town will have an informational session with developers in September to go over the project and answer questions they may have. This will be available in person and on Zoom. **The Town would like to see infrastructure being put in the ground in Fall 2023, but understands there may be extenuating circumstances on this. If infrastructure development is able to happen the Town would also like residential unites to be constructed immediately thereafter. REQUEST FOR QUALIFICATIONS SUBMITTAL REQUIREMENTS RFQ response shall contain the following information: • A cover letter explaining the developer’s interest in the project • A narrative statement explaining developer’s understanding of the project (descriptions, scope, etc.) and specific skills the consultant team would provide. • Breakdown of team personnel to be assigned to the project (organizational chart). • Resumes of key personnel in appendix. • Previous project experience or summaries from working within mountain communities Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com • Previous project experience or summaries from working on workforce, attainable, or low- income housing projects • Previous project experience or summaries on other public/private partnerships the developer has worked on • An estimate of rent amounts for the apartment complexes and what AMI levels those will meet • An estimate on the how many for sale units will be available for different AMI levels • An estimate of any commercial rental amounts for mixed use or commercially developed properties that could work to subsidize affordable housing development on Victoria Village or other areas of the Fraser Valley • Information on how the project will be financed and a proposed financial model that can ensure the affordability of for sale and rental units and ongoing maintenance of the property and provided amenities. • Contact information for up to 5 previous projects Town can use as references (workforce or market) • Proposed schedule or timeline of buildout on entire property • Final housing pricing estimates on each building type • Preliminary cost estimates on infrastructure buildout assuming FY2023 pricing • List of questions the developer may have for the Town to assist with project development • Expectations of other incentives which may be needed or any other costs expected to be paid for by the Town of Fraser EVALUATION CRITERIA Town Staff and selected representatives will evaluate each proposal based on the documentation requested herein, utilizing criteria which includes, but is not limited to, the following: • Qualifications and previous related work of firm’s key personnel and/or sub-contractors • Depth of relevant technical expertise of the consultant team • Level of understanding of Fraser’s project goals, issues, local needs • Level of experience with municipalities or counties of similar size and/or government structure • Demonstrated ability to organize and lead effective, productive public meetings and in- house project meetings, while using appropriate participation tools and techniques • Quality of the sample materials and qualifications package submittal • The proposal’s responsiveness to the RFQ TOWN OF FRASER RESOLUTION NO. 2022-07-01 A RESOLUTION ADOPTING THE WASTEWATER COLLECTION SYSTEM MASTER PLAN WHEREAS, In 2020 The Town Board of Fraser authorized a Contract with Merrick and Company to create the Wastewater Collection System Master Plan THEREFORE, BE IT RESOLVED BY THE BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO THAT: 1. The Town Board of Fraser, Colorado hereby adopts the attached Wastewater Collection System Master Plan. READ, PASSED ON ROLL CALL VOTE, AND ADOPTED BY THE BOARD OF TRUSTEES THIS 7th DAY OF JULY 2022. Votes in favor: ___ BOARD OF TRU Votes in favor: ___ BOARD OF TRUSTEES OF THE Votes opposed: ___ TOWN OF FRASER, COLORADO Abstained: ___ Absent: ___ BY: Mayor ATTEST: (S E A L) Town Clerk WASTEWATER COLLECTION SYSTEM MASTER PLAN June 2022 Submitted to: Town of Fraser Submitted by: 2480 West 26th Avenue, B225 Denver, CO 80211 Phone: (303) 964-3333 Fax: (303) 964-3355 www.merrick.com Merrick Job No. 65420492 I TABLE OF CONTENTS TABLE OF CONTENTS .............................................................................................................. I LIST OF TABLES ...................................................................................................................... II LIST OF FIGURES .................................................................................................................... II SECTION I – INTRODUCTION .................................................................................................. 1 BACKGROUND ................................................................................................................................. 1 PURPOSE ........................................................................................................................................ 2 SECTION II – DESIGN CRITERIA AND FLOW PROJECTIONS ....................................................... 3 SERVICE AREA ................................................................................................................................. 3 LAND USE PLANNING AND GROWTH PROJECTIONS ................................................................................. 3 EXISTING EQR VALUES ...................................................................................................................... 4 FUTURE IN EQR VALUES.................................................................................................................... 6 ULTIMATE EQR VALUES .................................................................................................................... 7 WASTEWATER FLOW PROJECTIONS...................................................................................................... 8 SECTION III – EXISTING COLLECTION SYSTEM ....................................................................... 11 BASINS/SUB-BASINS ....................................................................................................................... 11 QUANTITATIVE & QUALITATIVE ASSESSMENT ...................................................................................... 11 LIFT STATIONS ............................................................................................................................... 11 TREATMENT FACILITIES .................................................................................................................... 11 SECTION IV – COLLECTION SYSTEM MASTER PLAN ............................................................... 13 OVERVIEW .................................................................................................................................... 13 DESIGN CRITERIA ........................................................................................................................... 13 HYDRAULIC MODELING ................................................................................................................... 14 ANALYSIS AND DISCUSSION .............................................................................................................. 15 SECTION V – CONCLUSIONS/RECOMMENDATIONS .............................................................. 24 GENERAL ...................................................................................................................................... 24 I/I DRIVEN CAPACITY IMPROVEMENTS ................................................................................................ 24 DEVELOPMENT DRIVEN CAPACITY IMPROVEMENTS ............................................................................... 24 INDUSTRIAL PRETREATMENT PROGRAM .............................................................................................. 26 SYSTEM PRESERVATION RECOMMENDATIONS ...................................................................................... 27 APPENDICES APPENDIX A – GENERAL LAND USE MAP .............................................................................................. 1 APPENDIX B – MODEL MANHOLE AND PIPE OUTPUT TABLES ................................................................... 2 II LIST OF TABLES Table 1. Upper Fraser Valley Wastewater Treatment Plant Capacity Rights ................................. 2 Table 2. Existing EQR Values ........................................................................................................... 5 Table 3. Growth in EQR Values ...................................................................................................... 7 Table 4. Ultimate EQR Values ........................................................................................................ 8 Table 5. Maximum Day Flow Rates ................................................................................................ 9 Table 6. Assumed Manning’s Roughness Coefficients ................................................................. 14 Table 7. Assumed Minimum Pipe Slopes ..................................................................................... 14 Table 8. Adverse or Flat Slopes .................................................................................................... 15 Table 9. Pressurized Pipes – Existing Loadings (d/D=1.0) ............................................................ 16 Table 10. Marginal Capacity Pipes – Existing Loadings ................................................................ 16 Table 11. Pressurized Pipes – Ultimate Build-Out Loadings (d/D=1.0) ........................................ 17 Table 12. Marginal Capacity Pipes – Ultimate Build-Out Loadings.............................................. 19 Table 13. Capital Improvements Plan Recommendations and Opinion of Capital Costs ............ 25 LIST OF FIGURES Figure 1. Town of Fraser Population Data ...................................................................................... 3 Figure WW-1. Wastewater Collection System Master Plan ..................................... Back of Report 1 Section I – Introduction Background The Town of Fraser (Town) is a small mountain community located in Grand County, approximately 70 miles northwest of Denver. A popular tourism destination, the Town provides wastewater collection and treatment for approximately 1,335 primary residents as well as many secondary homeowners, tourists, and commercial and industrial developments. The existing system is comprised of approximately 20 miles of sanitary sewer mains and 715 manholes. The Town shares ownership of the Upper Fraser Valley Wastewater Treatment Plant (UFV WWTP) with Grand County Water and Sanitation District #1 and Winter Park Ranch Water and Sanitation District. All three entities serve separate customer bases that produce wastewater treated at the UFV WWTP. The Town is responsible for management and operations of the UFV WWTP. Oversight is provided by the Joint Facilities Oversight Committee (JFOC) which is made up of representatives from all three entities. The Inter-Governmental Agreement (IGA) was signed in 2001 and the joint treatment plant was completed in 2004. The joint treatment plant is an activated sludge facility with a nominal capacity of 2.0 MGD, supplemented by an accelerated aerated lagoon providing an additional 0.5 MGD capacity. Wastewater Treatment Plant capacities are commonly described in terms of hydraulic capacity (e.g., million gallons per day or MGD) and organic loading. However, the IGA required a practical system using customer-based descriptions of capacity. The IGA describes capacity in terms of an Equivalent Single-Family Residential Unit (EQR) which provides a more accurate estimate of historic and projected demands. This method uses a “common denominator” approach, establishing a typical single-family residence as one EQR, to equate wastewater flows for different user categories. The IGA states that one EQR equals 317 total gallons per day. The IGA EQR value assumes 270 gallons of wastewater flow, 30 gallons of allowable inflow and infiltration (I/I), and 17 gallons as a safety factor for the joint interceptor. The Colorado Department of Public Health and Environment (CDPHE) issued a permit for the UFV WWTP with a hydraulic design capacity of 2.49 MGD. CDPHE’s permitted capacity is the average flow rate for the maximum load month. The IGA define s the UFV WWTP capacity as 8,518 EQR or 2.70 MGD because the treatment facility is designed and operated to perform at the maximum day loading rate (not monthly average). The UFV WWTP master plan provides for phased expansions that will result in an ultimate permitted capacity of 6.0 MGD or 18,400 EQR, which can be constructed as additional capacity is required. Table 1 shows the current and ultimate capacity rights for each entity in terms of EQR. 2 Table 1. Upper Fraser Valley Wastewater Treatment Plant Capacity Rights IGA Entities Current Capacity (EQR) Ultimate Capacity (EQR) Town of Fraser 2,896 5,600 Winter Park Ranch W&S Dist. 2,467 2,800 Grand County W&S Dist. #1 3,155 10,000 Total 8,518 18,400 Growth for the IGA service area has been quantified through two EQR surveys. An EQR survey was prepared by Gagnon and Hayne Consulting Engineers in 2005 that specified a total of 4,477.8 EQR connected customers for all three entities. In 2017, Merrick cond ucted an EQR survey that identified a total of 5,305.9 EQR connected customers for all three entities, with the Town contributing 1,433.8 EQR. Based on these surveys, the number of total EQR connected customers grew 18.5% from 2005 to 2017, indicating significant growth in the area. Along with substantial growth, the Town has multiple large, planned developments within its planning boundary. To ensure the wastewater collection system can accommodate this growth, t he Town recognizes the need to create a comprehensive Wastewater Collection System Master Plan (WWCS MP). The WWCS MP will help strategically plan collection system improvements to ensure adequate existing capacity and plan for expected future growth. Purpose The purpose of this WWCS MP is to provide a comprehensive master document that evaluates the WWCS and guides planning of capital improvement projects. Merrick analyzed the WWCS based on current and future EQR loading and performed WWCS modeling to determine recommended improvements. The scope of the WWCS MP includes only collection system lines, not the main interceptor leading to the WWTP. The goals of this WWCS MP are to: ◼ Identify existing WWCS capacities and deficiencies ◼ Review planned development and establish future wastewater flow loadings ◼ Recommend improvements based on the ultimate condition (i.e., full build-out) ◼ Create preliminary cost estimates for a near-term (i.e., 20-year) Capital Improvement Program ◼ Provide Recommendations for System Preservation ◼ Provide Recommendations for Replacement and Rehabilitation Program ◼ Provide recommendations for Best Management Practices and Industrial Pretreatment Program ◼ Prepare overall WWCS MP report and drawing to present results 3 Section II – Design Criteria and Flow Projections Service Area The study area for the Wastewater Collection System Master Plan (WWCS MP) is the Town Boundary along with planned and probable areas of out-of-town service. In total, the Town’s service area is approximately 3.75 square miles (including out-of-town service). The WWCS is made up of nine existing sewersheds and five future sewersheds, which are based on development plans approved by the Town. Eleven sewersheds are located within the Town limits. Three sewersheds are outside of the Town limits and will be served by the Town’s WWCS through out-of-town service agreements. The 14 sewersheds are shown as part of the overall WWCS MP map on Figure WW-1. Land Use Planning and Growth Projections Population data from the Colorado State Demography Office was used for the purpose of estimating growth projections for the Town. Figure 1 shows an estimate of total population (i.e., primary residents) from 2010 to 2019 and year over year change in total population from 2011 to 2019. On average, the year over year change is 1.05% from 2011 to 2019. The future population may be estimated using the common population growth formula shown in Equation 1 where P = future population, P0 = initial population, r = % rate of growth, t = time in years, and e = Euler’s number. Thus, the Town population is estimated to be approximately 1,500 primary residents in 2030. Figure 1. Town of Fraser Population Data 𝑃 = 𝑃0 × 𝑒𝑟𝑡 Equation (1) -4.00% -3.00% -2.00% -1.00% 0.00% 1.00% 2.00% 3.00% 4.00% 1050 1100 1150 1200 1250 1300 1350 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 Ye a r O v e r Y e a r C h a n g e Po p u l a t i o n Year Town of Fraser Population Data Population Year Over Year Change 4 Population projections are frequently relied on for establishing wastewater flows. The assumption is that population increases are proportional to the wastewater usage (i.e., if population doubles, wastewater usage would also double). This approach is overly simplistic, particularly for communities that have many secondary homeowners and tourists intermittently contributing to wastewater flows. As stated in Section I, the Joint Facilities Oversight Committee (JFOC) adopted the use of the Equivalent Single-Family Residential Unit (EQR) which provides a more accurate estimate of historic and projected demands. The EQR Schedule was used to calculate EQRs for each customer based on their use classification, then converted to wastewater flows. The Town provided Merrick with Geographic Information System (GIS) data to prepare the Wastewater Collection System Master Plan (WWCS MP). Merrick used the Parcel Data to determine the land use category for each parcel. The categories include the following: Single-Family Residential (SFR), Multi-Family Residential (MFR), Transient Residential (TR), Commercial (COM), Miscellaneous (MISC), and Planned Development Districts (PDD). The Miscellaneous category captures less common land use types given in the GIS Data, such as civic buildings, churches, agricultural land, and private roads. Appendix A is a map showing the general land use for each parcel within the Town. In addition to general land use, Merrick characterized each parcel by sewershed. This was done by carefully analyzing each parcel with respect to the existing wastewater collection system to determine the tributary area for each sewershed. Existing EQR Values Existing EQR values were determined for each land use type as described below: Residential The Town provided Merrick with the majority of the EQR values for existing residential parcels from a recent JFOC accounting analysis, which was based on the criteria defined in the EQR Schedule. The data provided by the Town was incomplete for a small number of existing residential parcels. In those cases, Merrick estimated the EQR values for the parcels, generally assuming 1 EQR for each SFR and MFR unit, and 0.25 EQR for each transient residential (TR) unit. Commercial Merrick leveraged data from the previously mentioned 2017 EQR survey when appropriate for evaluating commercial parcels. If the parcel had changed use since 2017, Merrick calculated EQR values for the current business located at each commercial parcel. Calculations were based on public data available from the Grand County Assessor website and criteria defined in the EQR Schedule. 5 In a few cases, there were commercial buildings with several units occupied by separate businesses, but only total square footage data available on the Grand County Assessor website. In these cases, Merrick assumed the commercial building was equally divided into office and retail areas. Additionally, the Town has a brewery, a distillery, and a winery, which required unique EQR calculations, since these businesses intermittently produce high wastewater flows and organic strength based on the nature of their operations. A peak wastewater flow in gallons per day was calculated for each business based on their monthly water use data multiplied by a peaking factor of four. Next, the EQR value for each business was calculated by dividing their peak wastewater flow by 290 gallons per day per EQR. Miscellaneous Miscellaneous parcels were analyzed according to their best fit category per the EQR schedule. Calculations were based on public data available from the Grand County Assessor website and criteria defined in the EQR Schedule. Planned Development Districts The Planned Development Districts are all slated for future development, and therefore there were no existing EQR values in these areas. Summary Table 2 summarizes existing EQR values for each of the nine existing sewersheds, broken down by general land use category. Table 2. Existing EQR Values Sewershed SFR MFR TR COM MISC PDD Total West 104 103 4 67 20 0 298 East 19 105 21 101 4 0 250 Ptarmigan 46 336 0 1 0 0 383 Forest Meadows 45 43 0 45 3 0 136 Cozens Meadow 79 132 0 3 0 0 214 Grand Park Village 0 0 0 10 52 0 62 East Mountain North 48 0 0 0 0 0 48 East Mountain Central 50 1 0 4 13 0 68 East Mountain South 124 180 0 0 0 0 304 Total 515 900 25 231 92 0 1,763 6 Future in EQR Values Prior to calculating ultimate build-out EQRs, expected development for each land use type was determined as described below: Residential There are several vacant residential parcels in the Town that will most likely be developed in the future. It is not practical to calculate the EQR values based on the criteria in the EQR Schedule because it is impossible to know the number of bedrooms for all these future residential structures. Therefore, Merrick estimated the EQR values for the vacant residential parcels by assuming 1 EQR for each SFR parcel and MFR unit. Commercial There are several vacant commercial parcels around Town that will most likely be developed at some point in the future. The wastewater flow for vacant commercial parcels was calculated based on the area of the commercial parcel, which was determined via the Grand County Assessor website. The area of the parcel was multiplied by 1,500 gallons per day per acre. The EQR value was calculated by dividing the wastewater flow by 290 gallons per day per EQR. Planned Development Districts Grand Park is a Planned Development District (PDD) located on mostly vacant land on the southwest side of Town. The residential EQR values were calculated based on the land use information provided in the 2005 Planned Development District Plan, and an assumption of 1 EQR for each SFR and MFR unit. The commercial EQR values are based on the area of commercial parcels and were calculated using the method described in the previous paragraph. Byers Peak Ranch is a PDD located in mostly vacant land just west of the Town. Although Byers Peak Ranch is not within the Town limits, the future wastewater flows from this development will be collected via the Town’s WWCS through an out-of-town service agreement. The residential EQR values were calculated based on the information provided in the 2020 Byers Peak Ranch Master Utility Plan and the criteria in the EQR schedule. Riverwalk Mixed Use Overlay is a PDD for mostly occupied land in the heart of Fraser. In this case, future EQR values were based on the assumption that most existing parcels, regardless of zoning, will eventually be completely redeveloped. Thus, the existing EQR values for most parcels in this area were subtracted when accounting for the future and new EQR values were added based on the maximum allowable density of 40 unit per acre defined by the Town for the Overlay District. 7 Poleyard is not an official PDD, but the current property owner and the Town are starting to plan for developing this area in the future. The site is located on commercial land in unincorporated Grand County just north of Fraser Valley Elementary School. Although Poleyard is not within Town limits, the future wastewater flows from this development will be collected via the Town’s WWCS. The 2017 Downtown Fraser Strategic Plan specifies that potential new development at Poleyard is estimated to be 40 residential units and 30,000 square feet of commercial space. Merrick assumed 1 EQR for each residential unit to calculate the residential component of the EQR value. Furthermore, Merrick assumed the commercial building was equally divided into office and retail areas and calculated the commercial component of the EQR value based on the criteria defined in the EQR schedule. Miscellaneous Vacant miscellaneous parcels were analyzed according to their best fit category in the EQR schedule. Calculations were based on parcel area and criteria defined in the EQR Schedule. Summary Table 3 summarizes the expected growth in EQR values for each of the nine existing sewersheds. Note that the additional EQRs from growth alone is expected to be greater than Fraser’s total ultimate capacity at the WWTP. Table 3. Growth in EQR Values Sewershed SFR MFR TR COM MISC PDD Total Growth West 135 12 0 150 10 0 307 East 193 31 0 196 18 0 438 Ptarmigan 22 11 0 0 0 0 33 Forest Meadows 102 0 0 179 232 2,772 3,285 Cozens Meadow 4 0 0 5 12 0 21 Grand Park Village 0 0 0 0 0 2,269 2,269 East Mountain North 41 0 0 0 0 0 41 East Mountain Central 13 0 0 12 205 0 230 East Mountain South 8 58 0 0 0 0 66 Total Growth 518 112 0 542 477 5,041 6,690 Ultimate EQR Values In most sewersheds, the ultimate EQR values are equal to the sum of the existing and the growth in EQR values. The only exceptions are the East and West Sewersheds, where it is assumed that the Riverwalk PDD will lead to the redevelopment of several existing parcels. In calculating ultimate EQR values, 70 and 72 existing EQR were subtracted from the East and West Sewersheds, respectively, to 8 account for the anticipated removal of existing buildings. Therefore, the ultimate EQR value is less than the sum of the existing and the growth in EQR values in these two sewersheds. Table 4 shows the ultimate EQR values for each of the nine existing sewersheds. EQR values for the PDDs were distributed according to their connection points to the existing sewer system. The Grand Park PDD was split between the Grand Park Village, Cozens Meadow and Forest Meadows sewersheds; the Byers Peak Ranch PDD was added to the Forest Meadows sewershed; and the Riverwalk Overlay was added to the East and West sewersheds. EQR values for the Poleyard development were not added to any of the existing sewersheds. The Poleyard connection point to the WWCS will be downstream of all existing sewersheds. Note that the Town’s total projected EQRs at Ultimate build-out of 8,365 far exceeds the Fraser ultimate capacity planned at the WWTP of 5,600 EQRs. As development is planned, Fraser will need to work with the JFOC to ensure sufficient capacity at the WWTP. Table 4. Ultimate EQR Values Sewershed Existing Growth Ultimate Poleyard 0 54 54 West 298 307 533 East 250 438 618 Ptarmigan 383 33 416 Forest Meadows 136 3,285 3,421 Cozens Meadow 214 21 235 Grand Park Village 62 2,269 2,331 East Mountain North 48 41 89 East Mountain Central 68 230 298 East Mountain South 304 66 370 Total 1,763 6,690 8,365 Wastewater Flow Projections The Town’s collection system serves single family and multi-family developments; various commercial developments, including offices, restaurants, and retail establishments; some light industrial areas; and municipal facilities, such as schools, parks, and recreation centers. The wastewater flow varies temporally (i.e., hourly, daily); design flows must be defined to properly design the collection system. Wastewater collection systems are typically analyzed for the following flow loadings: average day, maximum month, maximum day, and peak hour. The presence of inflow and infiltration (I/I) is another important component in understanding the temporal variations in wastewater flows. The average day is used for estimating total wastewater flows based on average annual use. The maximum month is used to relate flows to the Upper Fraser Valley Wastewater Treatment Plant’s 9 (UFV WWTP) discharge permit. The maximum day is the highest daily flow rate which can be expected and is used to size the WWTP. The peak hour is the highest expected demand in any 60-minute period of one day and used to evaluate the collection system network, including mains, monitoring and lift stations. Maximum Day Flow Demands For this master plan, one EQR equals 290 total gallons per day. The EQR value assumes 270 gallons of wastewater flow and 20 gallons of allowable I/I. Table 5 shows the number of EQR and the maximum day flow rate for existing, and ultimate conditions in the Town’s WWCS. Table 5. Maximum Day Flow Rates Condition Total EQR Maximum Day Flow Rate (gpd) Existing 1,763 511,270 Ultimate 8,365 2,425,850 Peak Flow Demands Wastewater flows vary throughout the day reflecting a diurnal pattern, and collection and trunk sewers must be sized to handle the peak instantaneous flow rates. Peak wastewater flow rates are estimated by determining the maximum day and then applying a peaking factor. Additionally, an allowance for Inflow and Infiltration (I/I) is included. Equation 2 shows the formula for calculating Peak Daily Flow (PDF), where PF = peak factor, ADF = average daily flow in gallons per day on the maximum day, and I/I = infiltration and inflow in gallons per day. 𝑃𝐷𝐹=𝑃𝐹× 𝐴𝐷𝐹+𝐼/𝐼 Equation (2) Although the Town’s design criteria specifies that the peak flow rate shall be 2.5 times the average flow rate, this approach does not account for the attenuation in the peaking factor as flow accumulates through the WWCS toward the treatment plant. Since peak flows are critical in appropriately designing the collection network, a flow-based peaking factor equation is the correct engineering method for calculating the flows. The equation is from the City and County of Denver Sanitary Planning Criteria. The City and County of Denver Peak Factor (PF) is shown in Equation 3 where ADF = average daily flow is in cubic feet per second on the maximum day (more typically referred to as “max day flow”). 𝑃𝐹=2.6 𝐴𝐷𝐹0.16 Equation (3) I/I also contributes to peak loadings in the collection system. I/I must be limited because of its deleterious effects at the treatment facility and use of pipeline capacity. For most of the sewersheds and new development in Fraser, I/I was incorporated by adding 20 gpd per EQR (not peaked) to the 10 average daily flow on the maximum day, a standard allowance that assumes well-constructed main lines and services. While it is highly unlikely for this storm event and the peak hour on the max day to occur at the same time, the conservative estimate of capacities will allow for longevity and resiliency in the collection system. To ensure the I/I addition was sufficient, the standard 20 gpd allowance was compared to I/I flows calculated from a 2019 manhole flow measurement study conducted by the Town. Flow data was collected between April and October 2019 at seven manhole locations throughout the collection system. The maximum flow measured during this time was compared to the expected peak flow based on applying the flow-based peaking factor to 270 max day flow plus 20 gpd I/I. All measured flows except those in the West sewershed were below the calculated peak flows, indicating that the calculated flows sufficiently captured actual system conditions in those areas. For the West sewershed (in the Old Town Fraser area), measured flow far exceeded calculated flows, and it was determined that additional I/I allowance is required. The additional I/I in the West sewershed was calculated by subtracting the peaked 270 gpd max day flows from the peak measured flow. This calculated I/I was then distributed among the contributing EQRs to determine the I/I value of 3,247 gpd per EQR. This results in a total of 270 gpd + 3,247 gpd = 3,517 gpd per EQR max day flow. To ensure the 2019 flows were representative of typical year I/I, snowfall data for 2019 were compared to data from 1990-2018, since it was clear from the flow patterns that the peak flows were caused by snowmelt in the springtime. It was found that the snowfall in 2019 represented an average year and was acceptable for calculating I/I contributions. The high I/I value of 3,247 gpd per EQR indicates the pervasive I/I problem in the Old Town area. 11 Section III – Existing Collection System Basins/Sub-Basins Fourteen drainage basins are identified on Figure WW-1. The existing collection system serves 9 of these basins, with 5 undeveloped basins. Basins were further divided based on their loading point locations. These subbasins are not included on Figure WW-1 for clarity. Quantitative & Qualitative Assessment The existing collection system consists of gravity pipelines; most of the system is relatively new and constructed of Polyvinyl Chloride (PVC). Most of the VCP pipes in the “Old Town” area have been lined using (cured-in-place-pipe) CIPP. The size range in the collection system is 8-inch to 24-inch diameter. There are approximately 109,400 lineal feet of pipe and 715 manholes currently installed. The main collection interceptor runs north through Town along US Highway 40 to the wastewater treatment facility. Note that the scope of this Master Plan does not include analysis of the interceptor, only the collection lines up to their point of connection with the interceptor. Since the collection system is relatively new and mostly constructed with PVC pipe, it is probable that manholes and service connections are the primary contributors of I/I. The results of the 2019 manhole monitoring evaluation suggest that I/I is a major concern in the Old Town Area. The Town will need to resolve this I/I issue prior to connecting any new development to sewers that are over capacity due to I/I. The Town is also required to reduce I/I as part of its share in the Joint Facilities Agreement for the wastewater treatment plant. The Town is developing rapidly with planned developments southwest of Old Town (Byers Peak Ranch), west of Highway 40 (Grand Park/West Mountain), and infill development in the Fraser Downtown Area (Riverwalk Mixed-Use Overlay District). Lift Stations Currently, the Town does not have any lift stations. Treatment Facilities The Upper Fraser Valley Wastewater Treatment Plant (UFV WWTP) was originally constructed as a single-cell plain lagoon treatment facility in the early 1970s. Over the following decade, the treatment process was changed, and the plant expanded. In 1981, Winter Park Ranch Water and Sanitation District and the Town consummated an agreement so that the treatment facility and interceptor sewer were joint facilities. In the early 2000s, a Joint Agreement was made among Winter Park Ranch, Fraser, and Grand County Water and Sanitation District #1 (GC-1) for construction of expanded Joint 12 Facilities to serve the three entities. A new two-train activated sludge secondary-plus level plant was constructed, with a nominal capacity of 2.0 MGD. As of 2019, the Joint Treatment Facilities consisted of two activated sludge modules and rehabilitated accelerated aerated lagoons with a capacity (permitted and actual) to serve a total of 8,518 EQR customers, or 2.49 MGD and 5,600 pounds BOD5 per day (permitted). A recently completed plant upgrade project added heavy metals and phosphorous removal to the treatment process, without increasing capacity. The treatment site has been master-planned to expand to 6.0 MGD (18,400 EQR) ultimate capacity. Each of the three participating entities have its reserved share in both the existing and expanded facilities. 13 Section IV – Collection System Master Plan Overview The goal of the Wastewater Collection System Master Plan is to present an optimum system design and provide overall guidance for needed improvements and extension of service for projected ultimate development. Construction of future trunks, located schematically on Figure WW-1, should be undertaken on a schedule as dictated by development. The trunks have been laid out to provide gravity service, and to utilize existing capacity where applicable. The sizes noted on Figure WW-1 for ultimate trunks are to be considered approximate. Actual development would govern required sizing and should be reviewed during the preliminary design process. Design Criteria To facilitate analysis and evaluation of the regional trunks and interceptors, the service area was segregated into basins and sub-basins. Basin boundaries are primarily dictated by existing flow patterns and topography to allow for gravity flows whenever possible. Pipe Capacities Gravity sewer capacities are a function of pipe size, slope, and to some extent, pipe material and condition. Sewers should be designed to maintain a minimum velocity of 2.0 feet per second (fps), based on full pipe. It is generally accepted practice to design new sewers at about 50 percent of pipe capacity (0.50 d/D or safety factor of 2) for 12-inch and smaller sewers and about 0.70 d/D for larger sewers. For evaluation of existing sewers, judgement is used in applying safety factors, i.e., we would not replace a sewer just because it was over 70 percent capacity. Construction The Town requires all new sewer mains to be PVC with a minimum 8-inch diameter. Since gravity sewers are greatly influenced by pipe slope and size, it is important for all sewer pipes to be installed correctly to maintain proper slopes. The proposed pipe sizes shown on Figure WW-1 are recommended sizes and actual development would govern final sizing requirements. For developments with future developments upstream, sewers shall be constructed for full build -out conditions as the Town will not be responsible for upsizing pipes in the future. 14 Hydraulic Modeling Description Merrick used the Town’s latest GIS information to create an InfoSewer hydraulic model of the collection system. Additional information about the existing system was acquired through recent surveys, as-built construction plans, and field visits. Conflicts in pipe sizes, lengths, or inverts were resolved with Town staff or as-built information. For some isolated manholes without available data, interpolation was used to calculate the approximate invert elevations. Existing and ultimate flows were used to evaluate the capacity of the pipes. For ultimate build-out conditions, the future development loadings were applied as point loads at their connection points to the existing system. This allowed for modeling of the development’s effect on existing collection lines only. Detailed modeling and design of proposed new collection lines within the development boundaries should be completed based on actual development plans (prior to construction). Assumptions The following Manning’s roughness coefficients were assumed, based on pipe material: Table 6. Assumed Manning’s Roughness Coefficients Material Manning’s Coefficient (n) PVC 0.012 CIPP 0.012 Clay 0.013 This Master Plan model was loaded for max day flows with the Denver Peaking Factor (shown in Equation 3, page 11). Loads were determined based on the wastewater flow projections described in Section II. Loads were then applied to appropriate manholes in the model. Pipe Slopes The GIS, survey, and as-built data did not provide elevation data for the entire modeled portion of the collection system. For isolated areas with missing data, the following minimum pipe slopes were assumed based on engineering standard practice for the purposes of conservative modeling: Table 7. Assumed Minimum Pipe Slopes Pipe Diameter Slope 8” 0.40% 12” 0.22% 15” 0.15% 15 In some areas where manhole elevation data was not available for larger portions of the collection system, the EQR capacity of existing pipes at minimum slope was calculated. This assumed capacity was then compared to the number of EQRs contributing to det ermine if each reach needed to be modeled. Reaches with sufficient capacity for ultimate build -out EQRs at minimum slope were not included in the model. This streamlined the model, avoiding the need to obtain costly surveys for all areas of the distribution system with missing data. All three East Mount sewersheds were the primary areas where modeling for some reaches was determined not necessary. Analysis and Discussion Although much of the collection system has adequate capacity for ultimate build -out conditions, there are several key areas that have either existing capacity issues or cannot support planned future development. For items with marginal or inadequate capacities, p lease refer to the item numbers discussed and their corresponding location on the Wastewater Collection System Master Plan on Figure WW-1. Model manhole and pipe output tables are presented in Appendix B. Capacity Analysis Adverse Slopes Based on the information provided by the Town through GIS data and as -built information, a few sewers with either flat (0 percent) or adverse (negative) slopes were identified. For existing conditions, these slopes may not impact sewer capacity locally, but could become problematic with future development. It is recommended that these sewers be further evaluated to address capacity issues with future development and replaced if determined necessary. Table 8 below describes the location and condition of the adverse or flat sloped pipes. The Map Number specified in the table corresponds to the location of these pipes on Figure WW-1. Table 8. Adverse or Flat Slopes Map Number Start MH End MH Sewershed Location Description Size Length Slope (in) (ft) (ft/ft) 1 Q002 Q001 Ptarmigan Connection from Ptarmigan to interceptor 18 40.5 -0.006 Q001 B002 18 23.7 -0.01 6 CM039 CM038 Cozens Meadow The Willows at Grand Park – Mountain Willow Dr. 8 68.1 0 16 Pressurized Pipe – Existing Loadings There are instances where existing pipes exceed capacity and become pressurized with existing loadings, see Table 9. Typically, this occurs because these pipes have flatter slopes or smaller diameters than required for the loading conditions. The Map Number shown in the table corresponds to the location of these pipes on Figure WW-1. Table 9. Pressurized Pipes – Existing Loadings Map Number Start MH End MH Sewershed Location Description Size Length Slope (in) (ft) (ft/ft) 1 Q002 Q001 Ptarmigan Connection from Ptarmigan to trunk line 18 40.5 -0.006 Q001 B002 18 23.7 -0.01 4 W019 W012 West / East Old Town – Leonard Ln. to trunk line 8 360.5 0.006 W010 W009 8 325.2 0.008 E009 B010 8 93.9 0.006 Marginal Capacity – Existing Loadings There are also several instances where existing pipes exceed design criteria (above 50 percent full for 12-inch and smaller pipes or 0.70 d/D for larger pipes) with existing loading. The Town should monitor these sewers, shown in Table 10. No development should be added to these reaches without either careful analysis or capacity improvements. The Map Number shown in the table corresponds to the location of these pipes on Figure WW-1. Table 10. Marginal Capacity Pipes – Existing Loadings Map Number Start MH End MH Sewershed Location Description Size Length Slope d/D (in) (ft) (ft/ft) (in/in) 1 Q003 Q002 Ptarmigan Connection from Ptarmigan to trunk line 18 338.6 0.004 0.859 2 WPR Q007 Ptarmigan Shared sewer line between Quail Dr. and Wapiti Dr. 10 149.4 0.005 0.553 Q007 Q006 10 86.7 0.006 0.565 4 W018 W019 West / East 8 399.1 0.017 1 17 Map Number Start MH End MH Sewershed Location Description Size Length Slope d/D (in) (ft) (ft/ft) (in/in) W025 W019 Old Town – Leonard Ln. to trunk line 8 375.1 0.016 0.822 W012 W011 8 46.1 0.022 0.583 W011 W010 8 107 0.014 1 W009 E010 8 311.3 0.017 0.744 E010 E009 8 71.4 0.074 1 Pressurized Pipe – Ultimate Build-Out Loadings There are several instances where existing pipes exceed capacity and are pressurized with ultimate build-out loadings, see Table 11. Typically, this occurs because these pipes have flatter slopes or smaller diameters than required for the loading conditions. The Map Number shown in the table corresponds to the location of these pipes on Figure WW-1. Table 11. Pressurized Pipes – Ultimate Build-Out Loadings Map Number Start MH End MH Sewershed Location Description Size Length Slope* (in) (ft) (ft/ft) 1 Q002 Q001 Ptarmigan Connection from Ptarmigan to trunk line 18 40.5 -0.006 Q001 B002 18 23.7 -0.01 3 E004 B007 East Old Town – Park Ave to trunk line 8 357.1 0.004 4 W006 W005 West / East Old Town – Leonard Ln to trunk line 8 108.7 0.011 W005 W004 8 18.8 0.004 W004 W011 8 230.0 0.004 W019 W012 8 360.5 0.006 W012 W011 8 46.1 0.022 W011 W010 8 107.0 0.014 W010 W009 8 325.2 0.008 W009 E010 8 311.3 0.017 18 Map Number Start MH End MH Sewershed Location Description Size Length Slope* (in) (ft) (ft/ft) E009 B010 8 93.9 0.006 5 FM012 FM011 Forest Meadows Central line 8 56.1 0.009 FM010 FM009 8 202.9 0.006 FM009 FM008 8 15.8 0.036 CM001 FM019 8 217.0 0.014 FM019 FM018 8 331.9 0.015 FM018 FM017 8 78.5 0.003 FM017 FM016 8 171.4 0.010 FM016 FM015 8 71.1 0.009 FM015 FM014 8 272.7 0.005 FM014 FM013 8 210.5 0.005 FM013 FM011 8 224.1 0.008 FM011 FM008 8 291.4 0.010 FM008 FM007 8 275.2 0.008 FM007 FM004 10 244.2 0.006 FM003 FM002 10 180.3 0.005 FM002 FM001 12 122.5 0.006 5 EC002 EC001 Cozens Meadow Connection to Forest Meadows sewershed 8 139.8 0.009 EC001 CM002 8 49.06 0.008 CM004 CM003 15 114.4 0.001* CM003 CM002 15 253.5 0.005 CM002 CM001 15 242.9 0.007 7 CM039 CM038 Cozens Meadow The Willows at Grand Park – Mountain Willow Dr. 8 68.1 0 *Assumed minimum slope. 19 Marginal Capacity – Ultimate Build-Out Loadings There are also several instances where existing pipes exceed capacity criteria (above 50 percent full for 12-inch and smaller pipes or 0.70 d/D for larger pipes) and become marginal at ultimate build-out. The Town should monitor the sewers in Table 12 below. The Map Number specified in the table corresponds to the location of these pipes on Figure WW-1. Table 12. Marginal Capacity Pipes – Ultimate Build-Out Loadings Map Number Start MH End MH Sewershed Location Description Size Length Slope* d/D (in) (ft) (ft/ft) (in/in) 1 Q008 Q003 Ptarmigan Connection from Ptarmigan to trunk line 8 362.4 0.020 0.518 Q003 Q002 18 338.6 0.004 0.885 2 WPR Q007 Ptarmigan Shared sewer line between Quail Dr. and Wapiti Dr. 10 149.4 0.005 0.805 Q007 Q006 10 86.7 0.006 0.785 Q006 Q005 10 370.5 0.011 0.639 Q005 Q004 10 184.60 0.021 0.513 4 W025 W019 West / East Old Town – Leonard Ln. to trunk line 8 375.10 0.016 1 W018 W019 8 399.1 0.017 1 W013 W012 8 390.30 0.004 1 W002 W004 8 773.1 0.006 1 E010 E009 8 71.4 0.074 1 5 FM004 FM003 Forest Meadows Central line 10 101.40 0.053 1 5 CM007 CM006 Cozens Meadow Connection to Forest Meadows sewershed 15 183.2 0.002* 0.748 CM006 CM005 15 131.8 0.002* 0.887 CM005 CM004 15 318.3 0.002* 1 EC003 EC002 8 368.5 0.005 0.872 20 Map Number Start MH End MH Sewershed Location Description Size Length Slope* d/D (in) (ft) (ft/ft) (in/in) 7 CM040 CM039 Cozens Meadow The Willows at Grand Park – Mountain Willow Dr. 8 112.5 0.006 0.726 8 GPV021 GPV020 Grand Park South Connection point for Grand Park South sewershed at Old Victory Rd. continuing onto Main St. and across Highway 40 12 338.10 0.005 0.768 GPV020 GPV019 12 162.20 0.005 0.771 GPV019 GPV018 12 247.10 0.006 0.707 GPV018 GPV017 12 66.40 0.009 0.617 GPV017 GPV016 12 383.80 0.010 0.591 GPV016 GPV015 12 383.80 0.010 0.591 GPV015 GPV014 12 71.70 0.013 0.548 GPV014 GPV010 12 99.60 0.012 0.555 GPV010 GPV009 12 128.90 0.014 0.538 GPV009 GPV008 12 46.40 0.014 0.536 GPV006 GPV005 12 246.80 0.009 0.610 GPV003 GPV002 12 233.00 0.014 0.529 *Assumed minimum slope. Build-Out Capacity & Improvements Discussion Winter Park Ranch Connections The wastewater collection systems for the Town and the Winter Park Ranch Water (WPR) and Sanitation District converge at two connection points resulting in shared sewer lines in the Ptarmigan sewershed. The Town and WPR entered into a Sewer Line Sharing Agreement in 2013. Southern Connection The connection for the southern Winter Park Ranch sewershed is at manhole WPR. Two parallel sewer lines are shared downstream of this structure which was designed to be a “splitter” manhole. According to the Town, typically no flow is diverted at the “splitter” manhole. For modeling purposes, it was assumed that all of the Winter Park Ranch flow goes from WPR to MH Q004 via the 10” pipe. 21 As shown through the modeling, three of the four reaches currently exceed design criteria, and all four reaches will exceed capacity at ultimate build-out. In fact, the model shows MHs Q007 to Q006 will be pressurized at ultimate build-out. The Town and Winter Park Ranch should work together to address the marginal capacity issue from WPR to MH Q004 if new development is to occur in the southern Winter Park Ranch sewershed. Replacing this sewer line would be difficult, expensive and a major nuisance to Fraser residents who live adjacent to it because the sewer line runs through their backyards. There are three viable alternatives to address the marginal capacity issue for this sewer line. The first alternative is to abandon the reach from WPR to MH Q009 by plugging the west outlet of WPR, convert the existing flume manhole (i.e., one manhole upstream of WPR) into a more effective splitter manhole and connect it to MH Q009 via new 12-inch pipe. If the new splitter manhole were carefully designed and constructed, the WPR flow could be split more effectively between the two parallel sewer lines. The combined capacity of the two parallel lines is enough to carry the ultimate build-out flow without greatly exceeding design criteria. Ideally, if the ultimate build-out flow were split evenly (i.e., 50/50), the d/D for both parallel lines would be approximately 0.6. Realistically, a carefully designed and constructed splitter manhole would not always divide the flow evenly. Applying a 1.2 safety factor to the ultimate build -out flow split evenly, the d/D for both parallel lines would approximately 0.7. The second alternative is to divert all Winter Park Ranch flow from the existing flume manhole (i.e., one manhole upstream of WPR) to Q009 via new 12-inch pipe. Additionally, from MHs Q009 to Q003 should be upsized from the existing 10 -inch and 8-inch to 12-inch. The new sewer line should have adequate capacity (i.e., d/D < 0.5) at ultimate build-out. The third alternative is to reroute flow from the Ptarmigan sewershed through a new 8-inch pipe that runs north along Wapiti Drive and ultimately connects to MH Q004. Also, reroute all Winter Park Ranch flow as described in the second alternative. This would drastically reduce the flow and in turn the risk associated with the existing sewer line from WPR to MH Q004. Northern Connection The connection for the northern Winter Park Ranch sewershed is at MH FR001. Wastewater flows from MHs FR001 to Q004 through a shared sewer line that generally follows the alignment of County Road 8. According to the Sewer Line Sharing Agreement, this share d line has sufficient reserve capacity to accommodate ultimate build-out. Given this information and a lack of survey data from MHs FR001 to Q004, this shared sewer line and the upstream tributary sewer were not included in the model. 22 Adverse slopes were identified from MHs Q002 to B002. The Town should further investigate these reaches for adverse slopes and replace with minimum slope where needed. West & East Sewersheds According to the manhole monitoring data acquired in 2019, the Old Town portion of the West sewershed experiences extremely high levels of I/I. As shown through the modeling, this results in sewers over capacity along part of Leonard Lane, across the railroad tracks and along Eisenhower Drive to the trunk line. To mitigate this issue, the Town either needs to reduce the I/I in this area or upsize the sewers along these reaches. Should the Town choose to upsize, the sewers from MHs W019 to W009 should be upsized from 8-inch to 10-inch, and the sewers from MHs W009 to B010 should be upsized from 8-inch to 12-inch. A zero slope was identified from MHs B007 to B006. This is part of the trunk line which was outside the scope of the WWCS MP. The model shows that backwater from this reach causes MHs E004 to B007 to be pressurized. The Town should verify the zero slope from MHs B007 to B006. Cozens Meadow & Forest Meadows Sewersheds To accommodate the planned Grand Park development, or any other development along the Cozens Meadow sewershed, a new 15-inch Highway 40 crossing should be constructed from MH CM001 to the main trunk line. It is recommended to send new development flows exclusively through the new Highway 40 crossing and seal off drainage to the Forest Meadows sewershed at MH CM001 to avoid overloading the Forest Meadows lines. The new crossing should be constructed prior to any significant new development that will increase wastewater flows in the Cozens Meadow sewershed. This includes part of the Grand Park PDD that will connect to MH CM025. Even with the new Highway 40 crossing, improvements will need to be implemented in the Forest Meadows sewershed to accommodate the planned Byers Peak and Grand Park developments. If development in the Byers Peak North sewershed occurs first, the following reaches should be upsized downstream of the connection point at FM010 : MHs FM010 to FM008 from 8-inch to 10-inch, MHs FM008 to FM007 from 8-inch to 15-inch, MHs FM007 to FM002 from 10-inch to 15-inch, and MHs FM002 to FM001 from 12-inch to 15-inch. Additional improvements will be necessary to accommodate loading at MH FM014 from development in the Byers Peak South and Grand Park North sewersheds. Prior to ultimate build-out, MHs FM014 to FM008 should be upsized from 8-inch to 12- inch. Note, the 15-inch sewer from MHs CM014 to CM003 was assumed to be at a minimum slope of 0.15% for the purposes of conservative modeling. If any of the slopes along these reaches are less, the reach must be re-analyzed to ensure adequate capacity. Minimum slope should be verified prior to construction of the new Highway 40 crossing. 23 A zero slope was identified from MHs CM039 to CM038. The Town should verify this reach has zero slope and replace at minimum slope if needed. Grand Park Village Sewershed The proposed Grand Park, West Mountain South developments will connect to MH GPV021 in the Grand Park Village sewershed. All but 4 of the downstream reaches exceed design criteria at ultimate buildout and will need to be upsized from 12-inch to 15-inch. The limiting reach for the existing 12- inch sewer has an allowed capacity of approximately 885,000 gpd. The number of reaches requiring upsizing may be able to be reduced if flows connected to MH GPV021 don't exceed the allowed capacity and the additional flows are routed to a sewer running east and connecting to the existing sewer near MH GPV016. However, this would depend on the routing of flows from West Mountain South and would need to be verified during preliminary design of these developments. 24 Section V – Conclusions/Recommendations General Components of the existing collection system with capacity issues at the ultimate build-out loading conditions are shown on Drawing WW-1, Wastewater Collection System Master Plan. Recommendations described below outline future improvements to serve the growing population within the planning area. Two categories of recommended capacity improvements were identified: I/I driven and development driven. ◼ Inflow/Infiltration Driven Capacity Improvements: Projects needed to address capacity issues in the collection system where significant I/I occur. These improvements include upgrading pipe sizes and slopes to meet design criteria. ◼ Development Driven Capacity Improvements: New sewer extensions and improvements needed to meet projected flow increases in the next 20 years due to development. Preliminary Cost Estimates Preliminary capital cost estimates for the recommended improvements are presented in Table 13. These capital cost estimates are based on similar projects, engineering experience, and standard cost- estimating methods. Contingencies and engineering/administrative costs were included in the capital cost estimates at 25-percent. All recommendations and costs are preliminary, and more detail should be completed during pre-design to establish pipe sizes, alignments, slopes, and costs based on the actual conditions. I/I Driven Capacity Improvements Some collection system improvements are to upgrade capacity of surcharging reaches due to I/I. These improvements address pipe size and slope for specific reaches in the West sewershed. Development Driven Capacity Improvements As development occurs and new connections are made to the collection system, the Town should continue to require developers to provide adequate capacity for future upstream development. Proposed capacity improvements identified for build-out conditions include upgrades in Ptarmigan, Cozens Meadow, Forest Meadows, and Grand Park Village sewersheds. Development in the Winter Park Ranch Water and Sanitation District southern and Ptarmigan sewersheds should trigger upgrades to the shared, parallel sewer lines in the Ptargmigan sewershed. Development in Byers Peak and Grand Park West Mountain North sewersheds should trigger upgrades in the Forest Meadows sewershed. Development in Cozens Meadow and Grand Park West Mountain North sewersheds 25 should trigger a new 15-inch Highway 40 crossing from CM001 to the main trunk line. Development in Grand Park West Mountain South sewershed should trigger upgrades in the Grand Park Village sewershed. Table 13. Capital Improvements Plan Recommendations and Opinion of Capital Costs Item Map Number* Type of Improvement Description Opinion of Capital Costs** Trigger for Project Initiation*** ($) Alternative 1: Shared Parallel Sewer Lines Capacity Improvement 2 Development Driven Rehabilitate and modify flume manhole and install approximately 175 feet of new 12-inch $260,000 Development in Winter Park Ranch W&SD southern and Ptarmigan sewersheds (i.e., approx. 135 EQR) Alternative 2: Shared Parallel Sewer Lines Capacity Improvement 2 Development Driven Rehabilitate and modify flume manhole, install approximately 175 feet of new 12- inch sewer, and upsize 818 feet to 12- inch sewer at appropriate slopes $330,000 Development in Winter Park Ranch W&SD southern and Ptarmigan sewersheds (i.e., approx. 135 EQR) Alternative 3: Shared Parallel Sewer Lines Capacity Improvement 2 Development Driven Reroute Ptarmigan sewershed flow through a new 8-inch pipe that runs north along Waipiti Drive and ultimately connects to Q004 $260,000 Development in Winter Park Ranch W&SD southern and Ptarmigan sewersheds (i.e., approx. 135 EQR) West Old-Town Capacity Improvements 4 I/I Driven Upsize approximately 839 feet to 10-inch and 477 feet to 12- inch sewer at appropriate slopes. $400,000 No trigger, project need is already apparent New Highway 40 Crossing 6 Development Driven Install approximately 275 feet of new 15- inch sewer across Highway 40 connecting Cozens Meadow sewershed to the trunk line $120,000 Development in Cozens Meadow and Grand Park West Mountain North sewersheds (i.e., approx. 225 EQR) 26 Item Map Number* Type of Improvement Description Opinion of Capital Costs** Trigger for Project Initiation*** ($) Forest Meadows Capacity Improvements from FM010 to FM001 5 Development Driven Upsize approximately 218 feet to 10-inch sewer and 924 feet to 15-inch sewer at appropriate slopes. $400,000 **Development in Byers Peak North sewershed (i.e., approx. 555 EQR) Forest Meadows Capacity Improvements from FM014 to FM008 5 Development Driven Upsize approximately 726 feet to 12-inch sewer at appropriate slopes. $200,000 **Development in Byers Peak South and Grand Park West Mountain North sewersheds (i.e., approx. 425 EQR) Grand Park Capacity Improvements from GPV021 to GPV002 8 Development Driven Upsize approximately 2,830 feet of 12-inch to 15-inch. $900,000 Development in Grand Park West Mountain South sewershed *See figure WW-1. **All budgets include 25% for contingencies, engineering, inspection, legal and administrative costs. *** May be designed and constructed together depending on location and timing of developments. Industrial Pretreatment Program The U.S. Environmental Protection Agency (EPA) established standards for the pretreatment of wastewater discharged to publicly owned treatment plants. The goals are: to prevent introduction of pollutants that are incompatible with treatment or could pass through the WWTP and thereby result in violate its discharge permit; prevent the introduction of pollutants that could interfere with treatment operations and threaten worker health and safety; and improve opportunities to recycle and reclaim wastewaters and sludges. The WWTP has periodically received wastewater flows with high organic strength which has upset treatment and appears to be contributed from the distillery, brewery or winery in Town. Additionally, the Town should have protocols in place for potential future industrial customers. Therefore, it is recommended that the Town establish an industrial pretreatment program. The prog ram should establish uniform requirements related to pretreatment for industrial users which will enable the Town to comply with its discharge permit. The requirements would include, but not be limited to: 27 • Prohibited pollutant discharges, e.g., potential explosive hazards, organic strength (BOD, TSS, TKN, etc.), pH limits, petroleum products, radioactive wastes, temperature limits, fat, oils, or greases. • Categorical pretreatment standards. • Best management practices. • Pretreatment and monitoring requirements. • Notification and reporting requirements. • Enforcement, including notice of violation and possible suspension of service. System Preservation Recommendations Asset management is a framework now being widely used as an approach to pursue and ac hieve sustainable infrastructure. It is the practice of managing infrastructure capital assets that can minimize the total cost of owning and operating them – while delivering the desired service levels. The EPA defines asset management as, “Maintaining a desired level of service for what you want your assets to provide at the lowest life-cycle cost.” Lowest life-cycle cost refers to the best appropriate plan for rehabilitating, repairing, or replacing an asset. Establishing maintenance and budgeting strategies for replacing, upgrading, and expanding existing infrastructure is one of the greatest drivers of an Asset Management Plan (AMP) use. Options available for managing asset data include using spreadsheet software, generic databases, or proprietary software designed for asset management. In addition, there is also free AMP software available online. Commercially available software, specifically tailored for managing asset inventory data, can provide a great level of flexibility and allows for: • GIS integration, • Physical inventory management, • Maintenance scheduling, • Utility billing integration, and • Reporting templates Maintenance and budget strategies for significant needs to replace, upgrade, and expand existing infrastructure has been identified as the single biggest driver of AMP use. Elements for establishing an AMP include collecting and assembling a database of information related to the utility’s capitalized infrastructure. The primary purposes of an AMP are: 1. Generating a complete, updated inventory, including year installed, size, materials, equipment, and assessment of condition. 28 2. Evaluating each significant asset as to its capacities and how well relates to overall system requirements and suitability. 3. Determining the relative age and condition and estimating the expected remaining life of major assets. Key sanitary sewer assets for the Town include collection pipelines and meter vaults (Key water assets include storage tanks, pump stations, PRVs and transmission/distribution pipelines). 4. Identifying and prioritizing needed replacements and improvements. 5. Estimating the value and replacement costs of the assets (RCN - replacement cost new) in current dollars. 6. Establishing approximate annual funding needs for maintaining the assets. This information can then be used to fund a Reserve for Replacements account, derived from the Town’s rate and fee structure. Over time, establishing a Reserve for Replacements account can allow the Town to maintain a perpetual utility on a “pay as you go” basis as opposed to using deficit financing (selling bonds). APPENDICES Appendix A – General Land Use Map Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community Town of Fraser - General Land Use Map Legend Collection_Lines ParcelswEQRs GENERAL_LANDUSE COM MFR MISC SFR TR World Street Map Appendix B – Model Manhole and Pipe Output Tables EXISTING WWCS & LOADING: MANHOLE TABLE ID Rim Elevation (ft) Base Flow (gpd) Total Flow (gpd) Storm Flow (gpd) Grade (ft)Status Hydraulic Jump Surcharge Depth (ft) Unfilled Depth (ft) A001 8,567.330 0.000 0.000 0.000 8,556.046 Not Full No -1.784 11.284 A002 8,566.000 0.000 0.000 0.000 8,558.317 Not Full No -1.763 7.683 A003 8,570.000 9,126.296 34,616.986 0.000 8,560.057 Not Full No -1.743 9.943 A004 8,570.250 0.000 0.000 0.000 8,561.207 Not Full Yes -0.593 9.043 A005 8,571.180 0.000 0.000 0.000 8,563.818 Not Full No -1.512 7.362 A006 8,580.890 0.000 0.000 0.000 8,570.670 Not Full No -1.550 10.220 A007 8,585.550 0.000 0.000 0.000 8,573.894 Not Full No -1.536 11.656 A008 8,592.360 0.000 0.000 0.000 8,581.131 Not Full No -1.549 11.229 A010 8,602.700 638.000 2,420.000 0.000 8,587.193 Not Full No -1.567 15.507 A011 8,605.010 0.000 0.000 0.000 8,590.047 Not Full No -1.543 14.963 A012 8,610.000 0.000 0.000 0.000 8,595.947 Not Full No -1.543 14.053 A013 8,614.920 0.000 0.000 0.000 8,600.401 Not Full No -1.539 14.519 A014 8,618.420 0.000 0.000 0.000 8,605.443 Not Full No -1.537 12.977 A015 8,620.480 0.000 0.000 0.000 8,609.938 Not Full No -1.532 10.542 A016 8,624.940 0.000 0.000 0.000 8,613.598 Not Full No -1.532 11.342 A017 8,627.720 0.000 0.000 0.000 8,615.746 Not Full No -1.524 11.974 A018 8,630.640 0.000 0.000 0.000 8,619.994 Not Full No -1.526 10.646 A019 8,637.540 0.000 0.000 0.000 8,624.699 Not Full No -1.531 12.841 A020 8,642.000 0.000 0.000 0.000 8,628.741 Not Full No -1.519 13.259 A021 8,641.590 0.000 0.000 0.000 8,631.878 Not Full No -1.522 9.712 A022 8,648.790 0.000 0.000 0.000 8,634.548 Not Full No -1.512 14.242 A023 8,643.170 0.000 0.000 0.000 8,635.183 Not Full No -0.947 7.987 A024 8,647.510 0.000 0.000 0.000 8,637.303 Not Full No -0.997 10.207 A025 8,654.570 0.000 0.000 0.000 8,639.132 Not Full Yes -0.928 15.438 B003 8,534.000 0.000 0.000 0.000 8,525.471 Not Full No -1.529 8.529 B004 8,537.200 0.000 0.000 0.000 8,527.382 Not Full No -1.648 9.818 B005 8,538.400 0.000 0.000 0.000 8,530.270 Not Full No -1.610 8.130 B006 8,545.100 0.000 0.000 0.000 8,534.932 Not Full No -1.608 10.168 B007 8,545.500 0.000 0.000 0.000 8,539.308 Not Full Yes 0.008 6.192 B008 8,547.100 16,457.493 62,424.976 0.000 8,539.321 Not Full No -1.179 7.779 B009 8,550.900 0.000 0.000 0.000 8,540.528 Not Full No -1.622 10.372 B010 8,551.600 18,472.993 70,069.973 0.000 8,542.194 Not Full No -1.536 9.406 B011 8,556.200 0.000 0.000 0.000 8,545.341 Not Full No -1.709 10.859 B012 8,557.930 0.000 0.000 0.000 8,547.493 Not Full No -1.657 10.437 B013 8,561.780 6,060.998 22,989.992 0.000 8,551.043 Not Full No -1.737 10.737 Date: Sunday, December 13, 2020, Time: 14:57:01, Page 1 EXISTING WWCS & LOADING: MANHOLE TABLE ID Rim Elevation (ft) Base Flow (gpd) Total Flow (gpd) Storm Flow (gpd) Grade (ft)Status Hydraulic Jump Surcharge Depth (ft) Unfilled Depth (ft) B014 8,552.110 0.000 0.000 0.000 8,552.110 Full No -1.990 0.000 CHG 8,543.090 0.000 0.000 0.000 8,536.271 Not Full No -0.575 6.819 CM001 8,594.966 0.000 0.000 0.000 8,589.580 Not Full No -0.457 5.386 CM002 8,595.330 832.300 3,156.999 0.000 8,592.190 Not Full No -1.050 3.140 CM003 8,601.870 5,857.998 22,219.992 0.000 8,593.674 Not Full No -1.046 8.196 CM004 8,602.040 0.000 0.000 0.000 8,594.005 Not Full No -0.985 8.035 CM005 8,634.340 0.000 0.000 0.000 8,594.484 Not Full No -0.986 39.856 CM006 8,634.540 0.000 0.000 0.000 8,594.684 Not Full No -0.986 39.856 CM007 8,634.820 0.000 0.000 0.000 8,594.963 Not Full No -0.987 39.857 CM008 8,635.390 6,843.998 25,959.991 0.000 8,595.535 Not Full No -0.985 39.855 CM009 8,637.460 0.000 0.000 0.000 8,608.800 Not Full No -0.667 28.660 CM010 8,637.628 0.000 0.000 0.000 8,610.100 Not Full No -0.667 27.528 CM011 8,637.795 0.000 0.000 0.000 8,614.200 Not Full No -0.667 23.595 CM012 8,637.963 0.000 0.000 0.000 8,616.400 Not Full No -0.667 21.563 CM013 8,635.620 0.000 0.000 0.000 8,595.746 Not Full No -1.004 39.874 CM014 8,635.800 23,605.992 89,539.967 0.000 8,595.925 Not Full Yes -1.005 39.875 CM015 8,636.000 0.000 0.000 0.000 8,621.319 Not Full No -1.131 14.681 CM016 8,638.300 0.000 0.000 0.000 8,624.706 Not Full No -1.144 13.594 CM017 8,640.200 0.000 0.000 0.000 8,627.105 Not Full No -1.145 13.095 CM018 8,640.200 0.000 0.000 0.000 8,627.700 Not Full No -0.667 12.500 CM020 8,642.200 0.000 0.000 0.000 8,629.995 Not Full No -1.155 12.205 CM021 8,644.300 0.000 0.000 0.000 8,632.081 Not Full No -1.169 12.219 CM022 8,648.200 0.000 0.000 0.000 8,633.602 Not Full No -1.148 14.598 CM023 8,655.600 0.000 0.000 0.000 8,641.769 Not Full No -1.181 13.831 CM024 8,658.300 16,297.995 61,819.977 0.000 8,642.815 Not Full No -1.135 15.485 CM024A 8,665.200 0.000 0.000 0.000 8,650.400 Not Full No -1.250 14.800 CM025 8,672.100 0.000 0.000 0.000 8,653.300 Not Full No -1.250 18.800 CM026 8,666.000 0.000 0.000 0.000 8,657.200 Not Full No -0.667 8.800 CM027 8,668.300 0.000 0.000 0.000 8,658.900 Not Full No -0.667 9.400 CM028 8,668.180 0.000 0.000 0.000 8,659.880 Not Full No -0.667 8.300 CM028A 8,667.680 0.000 0.000 0.000 8,660.880 Not Full No -0.667 6.800 CM029 8,668.850 0.000 0.000 0.000 8,661.050 Not Full No -0.667 7.800 CM030 8,669.950 0.000 0.000 0.000 8,661.950 Not Full No -0.667 8.000 CM031 8,671.820 0.000 0.000 0.000 8,664.320 Not Full No -0.667 7.500 CM033 8,673.390 0.000 0.000 0.000 8,665.190 Not Full No -0.667 8.200 Date: Sunday, December 13, 2020, Time: 14:57:01, Page 2 EXISTING WWCS & LOADING: MANHOLE TABLE ID Rim Elevation (ft) Base Flow (gpd) Total Flow (gpd) Storm Flow (gpd) Grade (ft)Status Hydraulic Jump Surcharge Depth (ft) Unfilled Depth (ft) CM034 8,674.640 0.000 0.000 0.000 8,665.140 Not Full No -0.667 9.500 CM035 8,675.640 0.000 0.000 0.000 8,665.740 Not Full No -0.667 9.900 CM035A 8,674.540 0.000 0.000 0.000 8,666.540 Not Full No -0.667 8.000 CM036 8,678.790 0.000 0.000 0.000 8,666.990 Not Full No -0.667 11.800 CM037 8,679.460 0.000 0.000 0.000 8,667.360 Not Full No -0.667 12.100 CM038 8,681.440 0.000 0.000 0.000 8,668.440 Not Full No -0.667 13.000 CM039 8,681.440 0.000 0.000 0.000 8,668.440 Not Full No -0.667 13.000 CM040 8,683.740 0.000 0.000 0.000 8,669.120 Not Full No -0.667 14.620 CM041 8,686.040 0.000 0.000 0.000 8,670.240 Not Full No -0.667 15.800 E001 8,558.400 0.000 0.000 0.000 8,551.780 Not Full No -0.667 6.620 E002 8,554.820 0.000 0.000 0.000 8,547.740 Not Full No -0.667 7.080 E003 8,549.260 0.000 0.000 0.000 8,541.450 Not Full No -0.667 7.810 E004 8,546.930 2,537.499 9,624.997 0.000 8,539.309 Not Full No -0.088 7.621 E009 8,553.800 6,458.298 24,496.991 0.000 8,543.586 Not Full Yes 0.649 10.214 E010 8,555.180 0.000 0.000 0.000 8,548.075 Not Full No -0.372 7.105 EC001 8,595.500 2,029.999 7,699.997 0.000 8,592.583 Not Full No -0.584 2.917 EC002 8,597.400 0.000 0.000 0.000 8,593.968 Not Full No -0.599 3.432 EC003 8,601.000 0.000 0.000 0.000 8,596.077 Not Full No -0.590 4.923 EC004 8,603.200 0.000 0.000 0.000 8,597.278 Not Full Yes -0.589 5.922 EC005 8,604.500 0.000 0.000 0.000 8,598.968 Not Full No -0.599 5.532 EC006 8,604.800 0.000 0.000 0.000 8,599.374 Not Full No -0.593 5.426 EC007 8,605.200 0.000 0.000 0.000 8,599.868 Not Full No -0.598 5.332 EC008 8,605.500 4,639.998 17,599.993 0.000 8,600.573 Not Full No -0.594 4.927 EC012 8,606.500 0.000 0.000 0.000 8,603.100 Not Full No -0.667 3.400 EC013 8,606.500 0.000 0.000 0.000 8,603.300 Not Full No -0.667 3.200 EC014 8,608.400 0.000 0.000 0.000 8,605.000 Not Full No -0.667 3.400 EC015 8,609.000 0.000 0.000 0.000 8,605.600 Not Full No -0.667 3.400 EC016 8,609.700 0.000 0.000 0.000 8,606.300 Not Full No -0.667 3.400 EC017 8,610.200 0.000 0.000 0.000 8,606.700 Not Full No -0.667 3.500 EC018 8,610.800 0.000 0.000 0.000 8,607.400 Not Full No -0.667 3.400 EC019 8,611.200 0.000 0.000 0.000 8,607.900 Not Full No -0.667 3.300 EC020 8,615.700 0.000 0.000 0.000 8,612.300 Not Full No -0.667 3.400 EC021 8,616.100 0.000 0.000 0.000 8,612.700 Not Full No -0.667 3.400 EC022 8,611.300 0.000 0.000 0.000 8,608.200 Not Full No -0.667 3.100 EC023 8,612.920 0.000 0.000 0.000 8,609.620 Not Full No -0.667 3.300 Date: Sunday, December 13, 2020, Time: 14:57:01, Page 3 EXISTING WWCS & LOADING: MANHOLE TABLE ID Rim Elevation (ft) Base Flow (gpd) Total Flow (gpd) Storm Flow (gpd) Grade (ft)Status Hydraulic Jump Surcharge Depth (ft) Unfilled Depth (ft) EMC001 8,659.740 3,938.198 14,937.994 0.000 8,648.237 Not Full No -1.073 11.503 EMC002 8,663.480 0.000 0.000 0.000 8,650.224 Not Full No -0.996 13.256 EMC003 8,667.500 0.000 0.000 0.000 8,651.340 Not Full No -0.940 16.160 EMC004 8,664.730 0.000 0.000 0.000 8,652.462 Not Full No -0.938 12.268 EMC006 8,666.980 0.000 0.000 0.000 8,654.087 Not Full No -0.953 12.893 EMC007 8,664.730 0.000 0.000 0.000 8,655.143 Not Full Yes -0.937 9.587 EMC008 8,674.050 0.000 0.000 0.000 8,655.749 Not Full No -0.991 18.301 EMC009 8,672.600 58.000 220.000 0.000 8,656.166 Not Full No -0.664 16.434 EMC010 8,667.940 0.000 0.000 0.000 8,656.733 Not Full No -0.667 11.207 EMC011 8,669.490 0.000 0.000 0.000 8,657.419 Not Full Yes -0.681 12.071 EMC012 8,667.280 0.000 0.000 0.000 8,658.298 Not Full No -0.742 8.982 EMC013 8,674.580 0.000 0.000 0.000 8,660.409 Not Full No -0.871 14.171 EMC014 8,676.330 0.000 0.000 0.000 8,664.134 Not Full No -0.806 12.196 EMC015 8,678.620 0.000 0.000 0.000 8,666.107 Not Full No -0.793 12.513 EMC015A 8,681.240 0.000 0.000 0.000 8,668.666 Not Full Yes -0.694 12.574 EMC016 8,686.850 0.000 0.000 0.000 8,674.673 Not Full No -0.767 12.177 EMC017 8,689.870 0.000 0.000 0.000 8,677.474 Not Full No -0.786 12.396 EMC018 8,690.930 0.000 0.000 0.000 8,678.070 Not Full No -0.667 12.860 EMC019 8,690.930 0.000 0.000 0.000 8,678.313 Not Full No -0.757 12.617 EMC031 8,691.920 2,348.999 8,909.997 0.000 8,679.397 Not Full No -0.590 12.523 EMC032 8,694.010 0.000 0.000 0.000 8,686.709 Not Full No -0.627 7.301 EMC033 8,721.710 0.000 0.000 0.000 8,711.809 Not Full No -0.628 9.901 EMC034 8,747.250 0.000 0.000 0.000 8,734.344 Not Full No -0.633 12.906 EMC035 8,747.725 14,325.994 14,325.994 0.000 8,735.000 Not Full No -0.592 12.725 EMN036 8,795.400 13,803.995 52,359.980 0.000 8,786.896 Not Full No -0.620 8.504 EMS001 8,716.206 74,529.971 262,262.941 0.000 8,706.921 Not Full No -0.679 9.285 EMS175 8,699.690 12,527.995 47,519.982 0.000 8,686.754 Not Full No -0.826 12.936 EMS177 8,700.560 0.000 0.000 0.000 8,687.695 Not Full No -0.805 12.865 EMS179 8,707.880 0.000 0.000 0.000 8,698.800 Not Full No -0.860 9.080 EMS180 8,713.640 0.000 0.000 0.000 8,704.603 Not Full No -0.887 9.037 EMS193 8,714.258 0.000 0.000 0.000 8,705.251 Not Full No -0.679 9.007 EMS195 8,714.638 0.000 0.000 0.000 8,705.661 Not Full No -0.679 8.977 EMS196 8,715.296 0.000 0.000 0.000 8,706.222 Not Full No -0.678 9.074 END2 8,694.430 0.000 0.000 0.000 8,685.110 Not Full No -0.667 9.320 EOF001 8,648.000 0.000 0.000 0.000 8,641.083 Not Full No -0.534 6.917 Date: Sunday, December 13, 2020, Time: 14:57:01, Page 4 EXISTING WWCS & LOADING: MANHOLE TABLE ID Rim Elevation (ft) Base Flow (gpd) Total Flow (gpd) Storm Flow (gpd) Grade (ft)Status Hydraulic Jump Surcharge Depth (ft) Unfilled Depth (ft) EOF002 8,651.700 0.000 0.000 0.000 8,642.990 Not Full No -0.526 8.710 EOF003 8,650.000 0.000 0.000 0.000 8,643.637 Not Full No -0.530 6.363 EOF004 8,649.200 0.000 0.000 0.000 8,644.332 Not Full No -0.534 4.868 EOF005 8,649.900 0.000 0.000 0.000 8,645.083 Not Full Yes -0.534 4.817 EOF006 8,666.300 0.000 0.000 0.000 8,653.359 Not Full No -0.618 12.941 EOF007 8,677.700 0.000 0.000 0.000 8,666.702 Not Full No -0.615 10.998 EOF008 8,690.400 0.000 0.000 0.000 8,679.600 Not Full No -0.616 10.800 EOF009 8,714.500 0.000 0.000 0.000 8,701.498 Not Full No -0.619 13.002 EOF010 8,735.500 0.000 0.000 0.000 8,728.101 Not Full No -0.616 7.399 EOF011 8,743.800 0.000 0.000 0.000 8,735.756 Not Full No -0.600 8.044 EOF012 8,773.500 0.000 0.000 0.000 8,764.612 Not Full No -0.615 8.888 EOF013 8,777.700 0.000 0.000 0.000 8,768.137 Not Full No -0.580 9.563 EOF014 8,782.000 0.000 0.000 0.000 8,772.435 Not Full No -0.581 9.565 EOF015 8,783.300 0.000 0.000 0.000 8,773.625 Not Full No -0.541 9.675 EOF016 8,786.700 0.000 0.000 0.000 8,774.310 Not Full No -0.546 12.390 EOF017 8,787.700 0.000 0.000 0.000 8,775.392 Not Full No -0.555 12.308 EOF018 8,789.200 0.000 0.000 0.000 8,780.634 Not Full No -0.582 8.566 FM001 8,567.800 655.400 2,485.999 0.000 8,558.031 Not Full No -1.869 9.769 FM002 8,565.270 0.000 0.000 0.000 8,559.047 Not Full No -0.723 6.223 FM003 8,569.290 0.000 0.000 0.000 8,560.105 Not Full Yes -0.519 9.185 FM004 8,573.050 362.500 1,374.999 0.000 8,565.323 Not Full No -0.660 7.727 FM005 8,575.010 9,105.996 34,539.987 0.000 8,569.188 Not Full No -0.579 5.822 FM006 8,580.220 0.000 0.000 0.000 8,572.600 Not Full No -0.667 7.620 FM007 8,573.000 0.000 0.000 0.000 8,566.989 Not Full No -0.544 6.011 FM008 8,578.060 7,531.599 28,568.133 0.000 8,569.260 Not Full No -0.356 8.800 FM009 8,579.330 0.000 0.000 0.000 8,569.570 Not Full No -0.627 9.760 FM010 8,578.440 3,015.998 11,439.995 0.000 8,571.000 Not Full No -0.607 7.440 FM011 8,583.070 0.000 0.000 0.000 8,572.034 Not Full No -0.403 11.036 FM012 8,582.450 0.000 0.000 0.000 8,572.350 Not Full No -0.667 10.100 FM013 8,584.990 0.000 0.000 0.000 8,573.883 Not Full No -0.373 11.107 FM014 8,586.000 18,677.095 70,844.156 0.000 8,575.112 Not Full No -0.355 10.888 FM015 8,587.770 0.000 0.000 0.000 8,576.548 Not Full Yes -0.389 11.222 FM016 8,588.040 0.000 0.000 0.000 8,577.375 Not Full No -0.432 10.665 FM017 8,589.790 0.000 0.000 0.000 8,579.320 Not Full No -0.437 10.470 FM018 8,589.840 0.000 0.000 0.000 8,579.871 Not Full Yes -0.335 9.969 Date: Sunday, December 13, 2020, Time: 14:57:01, Page 5 EXISTING WWCS & LOADING: MANHOLE TABLE ID Rim Elevation (ft) Base Flow (gpd) Total Flow (gpd) Storm Flow (gpd) Grade (ft)Status Hydraulic Jump Surcharge Depth (ft) Unfilled Depth (ft) FM019 8,594.640 0.000 0.000 0.000 8,586.248 Not Full No -0.458 8.392 GPV001 8,676.825 17,959.693 68,122.975 0.000 8,662.271 Not Full No -0.929 14.554 GPV0019 8,714.880 0.000 0.000 0.000 8,700.880 Not Full No -1.000 14.000 GPV002 8,678.140 0.000 0.000 0.000 8,666.240 Not Full No -1.000 11.900 GPV003 8,682.342 0.000 0.000 0.000 8,669.700 Not Full No -1.000 12.642 GPV004 8,682.708 0.000 0.000 0.000 8,670.320 Not Full No -1.000 12.388 GPV005 8,687.260 0.000 0.000 0.000 8,676.760 Not Full No -1.000 10.500 GPV006 8,690.920 0.000 0.000 0.000 8,679.250 Not Full No -1.000 11.670 GPV007 8,694.430 0.000 0.000 0.000 8,684.800 Not Full No -1.000 9.630 GPV008 8,695.290 0.000 0.000 0.000 8,685.480 Not Full No -1.000 9.810 GPV009 8,695.570 0.000 0.000 0.000 8,686.240 Not Full No -1.000 9.330 GPV010 8,697.770 0.000 0.000 0.000 8,688.190 Not Full No -1.000 9.580 GPV014 8,699.240 0.000 0.000 0.000 8,689.600 Not Full No -1.000 9.640 GPV015 8,700.400 0.000 0.000 0.000 8,690.720 Not Full No -1.000 9.680 GPV016 8,704.000 0.000 0.000 0.000 8,694.810 Not Full No -1.000 9.190 GPV017 8,707.600 0.000 0.000 0.000 8,698.690 Not Full No -1.000 8.910 GPV018 8,708.670 0.000 0.000 0.000 8,699.280 Not Full No -1.000 9.390 GPV020 8,717.700 0.000 0.000 0.000 8,701.780 Not Full No -1.000 15.920 GPV021 8,716.020 0.000 0.000 0.000 8,703.560 Not Full No -1.000 12.460 P001 8,563.100 16,993.994 64,459.976 0.000 8,550.547 Not Full No -0.519 12.553 P005 8,573.700 11,425.995 43,339.983 0.000 8,565.193 Not Full No -0.573 8.507 P006 8,585.900 0.000 0.000 0.000 8,576.000 Not Full No -0.667 9.900 P008 8,590.000 0.000 0.000 0.000 8,571.104 Not Full No -0.562 18.896 P009 8,609.700 0.000 0.000 0.000 8,602.270 Not Full No -0.597 7.430 P010 8,615.000 0.000 0.000 0.000 8,608.003 Not Full No -0.564 6.997 P011 8,624.900 0.000 0.000 0.000 8,615.289 Not Full No -0.577 9.611 P012 8,626.000 0.000 0.000 0.000 8,616.397 Not Full No -0.520 9.603 P013 8,633.000 18,733.993 71,059.973 0.000 8,623.092 Not Full No -0.575 9.908 P014 8,650.000 0.000 0.000 0.000 8,635.000 Not Full No -0.667 15.000 P015 8,668.000 0.000 0.000 0.000 8,657.500 Not Full No -0.667 10.500 P016 8,769.000 0.000 0.000 0.000 8,760.000 Not Full No -0.667 9.000 P017 8,670.000 0.000 0.000 0.000 8,661.000 Not Full No -0.667 9.000 P018 8,684.000 0.000 0.000 0.000 8,676.000 Not Full No -0.667 8.000 P019 8,674.000 0.000 0.000 0.000 8,664.300 Not Full No -0.667 9.700 P020 8,691.000 0.000 0.000 0.000 8,678.840 Not Full No -0.667 12.160 Date: Sunday, December 13, 2020, Time: 14:57:01, Page 6 EXISTING WWCS & LOADING: MANHOLE TABLE ID Rim Elevation (ft) Base Flow (gpd) Total Flow (gpd) Storm Flow (gpd) Grade (ft)Status Hydraulic Jump Surcharge Depth (ft) Unfilled Depth (ft) P021 8,689.500 0.000 0.000 0.000 8,682.000 Not Full No -0.667 7.500 P022 8,694.000 0.000 0.000 0.000 8,683.500 Not Full No -0.667 10.500 P023 8,700.000 0.000 0.000 0.000 8,692.000 Not Full No -0.667 8.000 Q001 8,532.950 0.000 0.000 0.000 8,525.053 Not Full No 0.233 7.897 Q002 8,531.890 0.000 0.000 0.000 8,525.058 Not Full No 0.468 6.832 Q003 8,535.000 6,147.997 23,319.991 0.000 8,525.098 Not Full Yes -0.802 9.902 Q004 8,534.890 6,437.997 24,419.990 0.000 8,525.325 Not Full Yes -1.065 9.565 Q005 8,539.150 0.000 0.000 0.000 8,533.381 Not Full No -0.502 5.769 Q006 8,543.120 0.000 0.000 0.000 8,537.522 Not Full No -0.431 5.598 Q007 8,544.470 2,030.399 7,702.557 0.000 8,538.241 Not Full No -0.362 6.229 Q008 8,538.720 0.000 0.000 0.000 8,531.801 Not Full No -0.586 6.919 Q009 8,544.050 9,842.396 37,334.866 0.000 8,537.240 Not Full No -0.744 6.810 W001 8,571.010 0.000 0.000 0.000 8,564.310 Not Full No -0.667 6.700 W002 8,570.300 40,621.335 49,976.831 0.000 8,563.723 Not Full No -0.544 6.577 W002A 8,572.600 0.000 0.000 0.000 8,565.200 Not Full No -0.667 7.400 W004 8,563.600 48,534.581 59,712.577 0.000 8,558.800 Not Full Yes -0.467 4.800 W005 8,563.680 0.000 0.000 0.000 8,558.800 Not Full No -0.547 4.880 W006 8,564.000 0.000 0.000 0.000 8,560.000 Not Full No -0.667 4.000 W006A 8,564.200 0.000 0.000 0.000 8,560.700 Not Full No -0.667 3.500 W009 8,560.900 9,050.896 34,330.987 0.000 8,553.696 Not Full No -0.170 7.204 W010 8,561.000 0.000 0.000 0.000 8,557.792 Not Full Yes 1.225 3.208 W011 8,564.600 0.000 0.000 0.000 8,557.970 Not Full No -0.197 6.630 W012 8,565.000 7,174.678 8,827.077 0.000 8,558.988 Not Full No -0.278 6.012 W013 8,566.560 11,254.396 13,846.395 0.000 8,561.296 Not Full No -0.531 5.264 W014 8,567.460 25,322.390 31,154.388 0.000 8,562.273 Not Full No -0.553 5.187 W015 8,579.240 35,169.987 43,269.984 0.000 8,573.203 Not Full No -0.543 6.037 W016 8,577.700 45,017.583 55,385.579 0.000 8,571.466 Not Full No -0.491 6.234 W017 8,589.790 0.000 0.000 0.000 8,570.894 Not Full No -0.523 18.896 W018 8,572.900 20,715.122 25,486.020 0.000 8,567.658 Not Full No -0.509 5.242 W019 8,567.400 47,127.782 57,981.778 0.000 8,562.157 Not Full Yes 0.691 5.243 W021 8,564.450 7,389.197 28,027.990 0.000 8,559.679 Not Full No -0.528 4.771 W022 8,568.000 0.000 0.000 0.000 8,562.114 Not Full No -0.552 5.886 W023 8,568.070 8,009.797 30,381.988 0.000 8,562.886 Not Full No -0.550 5.184 W025 8,575.000 35,873.386 44,135.383 0.000 8,567.739 Not Full No -0.328 7.261 W026 8,577.400 44,314.183 54,520.179 0.000 8,569.912 Not Full Yes -0.355 7.488 Date: Sunday, December 13, 2020, Time: 14:57:01, Page 7 EXISTING WWCS & LOADING: MANHOLE TABLE ID Rim Elevation (ft) Base Flow (gpd) Total Flow (gpd) Storm Flow (gpd) Grade (ft)Status Hydraulic Jump Surcharge Depth (ft) Unfilled Depth (ft) W027 8,580.800 0.000 0.000 0.000 8,574.325 Not Full No -0.442 6.475 W028 8,584.550 77,373.970 95,193.964 0.000 8,579.045 Not Full No -0.472 5.505 W028A 8,587.380 47,831.182 58,847.178 0.000 8,581.501 Not Full No -0.546 5.879 W029 8,586.200 0.000 0.000 0.000 8,579.666 Not Full Yes -0.501 6.534 W030 8,588.510 56,271.979 69,231.974 0.000 8,580.507 Not Full No -0.540 8.003 W031 8,590.820 0.000 0.000 0.000 8,582.820 Not Full No -0.667 8.000 W032 8,597.410 0.000 0.000 0.000 8,592.710 Not Full No -0.667 4.700 W033 8,591.320 0.000 0.000 0.000 8,583.820 Not Full No -0.667 7.500 W034 8,586.700 0.000 0.000 0.000 8,580.000 Not Full No -0.667 6.700 W035 8,582.400 79,484.170 97,790.163 0.000 8,576.756 Not Full No -0.510 5.644 W036 8,579.000 73,856.972 90,866.965 0.000 8,571.920 Not Full No -0.447 7.080 W038 8,571.800 3,827.998 14,519.994 0.000 8,567.858 Not Full No -0.609 3.942 WPR 8,544.050 208,799.921 626,786.358 0.000 8,539.041 Not Full No -0.372 5.009 Date: Sunday, December 13, 2020, Time: 14:57:01, Page 8 EXISTING WWCS & LOADING: PIPE TABLE ID From ID To ID Diameter (in) Length (ft)Slope Total Flow (gpd) Unpeakable Flow (gpd) Peakable Flow (gpd) Coverage Flow (gpd) Infiltration Flow (gpd) Storm Flow (gpd)Flow Type 0 W006A W006 8.000 139.400 0.004 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 1 W012 W011 8.000 46.100 0.022 740,421.245 560,204.698 46,583.082 0.000 0.000 0.000 Free Surface 10 W027 W026 8.000 322.700 0.011 223,273.115 167,545.136 13,931.995 0.000 0.000 0.000 Free Surface 100 FM011 FM008 8.000 291.400 0.010 274,864.816 5,433.475 73,351.899 0.000 0.000 0.000 Free Surface 1001 W033 W028A 8.000 272.600 0.009 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 1003 FM018 FM017 8.000 78.500 0.003 218,655.326 4,145.400 55,962.879 0.000 0.000 0.000 Free Surface 1005 W006 W005 8.000 108.700 0.011 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 1007 EMS001 EMS196 12.000 227.600 0.002 262,262.941 5,139.997 69,389.974 0.000 0.000 0.000 Free Surface 1009 EMS196 EMS195 12.000 164.400 0.002 262,262.941 5,139.997 69,389.974 0.000 0.000 0.000 Free Surface 101 FM004 FM003 10.000 101.400 0.053 333,220.160 6,813.895 91,987.573 0.000 0.000 0.000 Free Surface 1011 EMS195 EMS193 12.000 95.000 0.002 262,262.941 5,139.997 69,389.974 0.000 0.000 0.000 Free Surface 1013 EMS193 EMS180 12.000 154.600 0.002 262,262.941 5,139.997 69,389.974 0.000 0.000 0.000 Free Surface 1015 EMC035 EMC034 8.000 118.700 0.004 14,325.994 14,325.994 0.000 0.000 0.000 0.000 Free Surface 108 GPV003 GPV002 12.000 233.000 0.014 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 109 GPV002 GPV001 12.000 145.300 0.028 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 11 W028A W028 8.000 261.290 0.009 58,847.178 44,159.183 3,671.999 0.000 0.000 0.000 Free Surface 110 GPV001 EMC008 12.000 92.700 0.071 68,122.975 1,238.600 16,721.094 0.000 0.000 0.000 Free Surface 111 EMC008 EMC007 15.000 80.600 0.008 371,760.867 21,734.591 100,016.062 0.000 0.000 0.000 Free Surface 112 EMC007 EMC006 15.000 173.800 0.004 371,760.867 21,734.591 100,016.062 0.000 0.000 0.000 Free Surface 113 EMC006 EMC004 15.000 329.300 0.004 371,760.867 21,734.591 100,016.062 0.000 0.000 0.000 Free Surface 114 EMC004 EMC003 15.000 240.100 0.004 371,760.867 21,734.591 100,016.062 0.000 0.000 0.000 Free Surface 115 EMC003 EMC002 15.000 250.000 0.004 371,760.867 21,734.591 100,016.062 0.000 0.000 0.000 Free Surface 116 EMC002 EMC001 15.000 202.800 0.008 371,760.867 21,734.591 100,016.062 0.000 0.000 0.000 Free Surface 117 EMC001 A025 15.000 235.500 0.038 382,819.689 22,006.191 103,682.661 0.000 0.000 0.000 Free Surface 119 EMC009 EMC008 12.000 65.100 0.003 320,817.177 20,495.992 83,294.969 0.000 0.000 0.000 Free Surface 12 W030 W029 8.000 73.700 0.011 69,231.974 51,951.981 4,319.998 0.000 0.000 0.000 Free Surface 120 EMC010 EMC009 12.000 174.000 0.003 320,645.416 20,491.991 83,240.969 0.000 0.000 0.000 Free Surface 121 EMC011 EMC010 12.000 176.600 0.003 320,645.416 20,491.991 83,240.969 0.000 0.000 0.000 Free Surface 122 EMC012 EMC011 12.000 116.600 0.008 320,645.416 20,491.991 83,240.969 0.000 0.000 0.000 Free Surface 123 EMC013 EMC012 12.000 15.800 0.132 320,645.416 20,491.991 83,240.969 0.000 0.000 0.000 Free Surface 124 EMC014 EMC013 12.000 144.500 0.024 320,645.416 20,491.991 83,240.969 0.000 0.000 0.000 Free Surface 125 EMC015 EMC014 12.000 97.300 0.019 320,645.416 20,491.991 83,240.969 0.000 0.000 0.000 Free Surface 126 EMC016 EMC015A 12.000 507.800 0.012 320,645.416 20,491.991 83,240.969 0.000 0.000 0.000 Free Surface 127 EMC017 EMC016 12.000 163.600 0.016 320,645.416 20,491.991 83,240.969 0.000 0.000 0.000 Free Surface 128 EMC019 EMC017 12.000 77.700 0.010 320,645.416 20,491.991 83,240.969 0.000 0.000 0.000 Free Surface 129 EMC018 EMC017 8.000 31.000 0.025 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 13 W031 W030 8.000 135.100 0.017 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 130 EMS175 EMC019 12.000 257.900 0.033 299,363.136 6,003.997 81,053.969 0.000 0.000 0.000 Free Surface 131 EMS177 EMS175 12.000 50.800 0.016 262,262.941 5,139.997 69,389.974 0.000 0.000 0.000 Free Surface 132 EMS180 EMS179 12.000 38.200 0.150 262,262.941 5,139.997 69,389.974 0.000 0.000 0.000 Free Surface 14 W032 W031 8.000 474.810 0.020 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 146 EMC031 EMC019 8.000 115.300 0.010 23,235.991 14,487.994 2,186.999 0.000 0.000 0.000 Free Surface 147 EMC032 EMC031 8.000 115.300 0.062 14,325.994 14,325.994 0.000 0.000 0.000 0.000 Free Surface Date: Monday, December 14, 2020, Time: 07:56:52, Page 1 EXISTING WWCS & LOADING: PIPE TABLE ID From ID To ID Diameter (in) Length (ft)Slope Total Flow (gpd) Unpeakable Flow (gpd) Peakable Flow (gpd) Coverage Flow (gpd) Infiltration Flow (gpd) Storm Flow (gpd)Flow Type 148 EMC033 EMC032 8.000 400.000 0.063 14,325.994 14,325.994 0.000 0.000 0.000 0.000 Free Surface 149 EMC034 EMC033 8.000 193.300 0.115 14,325.994 14,325.994 0.000 0.000 0.000 0.000 Free Surface 15 W010 W009 8.000 325.200 0.008 847,756.762 642,516.117 53,427.580 0.000 0.000 0.000 Pressurized 16 CHG Q008 8.000 365.500 0.012 37,334.866 678.240 9,164.157 0.000 0.000 0.000 Free Surface 2 W013 W012 8.000 390.300 0.004 45,000.784 33,768.788 2,807.999 0.000 0.000 0.000 Free Surface 20 P020 P019 8.000 189.400 0.077 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 21 P021 P020 8.000 334.700 0.009 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 22 P018 P017 8.000 172.700 0.087 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 284 A021 A020 21.000 269.200 0.011 421,426.857 22,958.191 116,534.656 0.000 0.000 0.000 Free Surface 290 EOF001 A025 8.000 365.000 0.005 52,359.980 951.999 12,851.995 0.000 0.000 0.000 Free Surface 291 EOF002 EOF001 8.000 345.100 0.004 52,359.980 951.999 12,851.995 0.000 0.000 0.000 Free Surface 292 EOF003 EOF002 8.000 101.000 0.004 52,359.980 951.999 12,851.995 0.000 0.000 0.000 Free Surface 293 EOF004 EOF003 8.000 87.600 0.005 52,359.980 951.999 12,851.995 0.000 0.000 0.000 Free Surface 294 EOF005 EOF004 8.000 109.700 0.005 52,359.980 951.999 12,851.995 0.000 0.000 0.000 Free Surface 295 EOF006 EOF005 8.000 25.700 0.318 52,359.980 951.999 12,851.995 0.000 0.000 0.000 Free Surface 296 EOF007 EOF006 8.000 29.600 0.248 52,359.980 951.999 12,851.995 0.000 0.000 0.000 Free Surface 297 EOF008 EOF007 8.000 30.300 0.287 52,359.980 951.999 12,851.995 0.000 0.000 0.000 Free Surface 298 EOF009 EOF008 8.000 49.500 0.366 52,359.980 951.999 12,851.995 0.000 0.000 0.000 Free Surface 299 EOF010 EOF009 8.000 75.300 0.273 52,359.980 951.999 12,851.995 0.000 0.000 0.000 Free Surface 3 W014 W013 8.000 224.800 0.004 31,154.388 23,378.391 1,943.999 0.000 0.000 0.000 Free Surface 300 EOF011 EOF010 8.000 80.400 0.089 52,359.980 951.999 12,851.995 0.000 0.000 0.000 Free Surface 301 EOF012 EOF011 8.000 112.800 0.247 52,359.980 951.999 12,851.995 0.000 0.000 0.000 Free Surface 302 EOF013 EOF012 8.000 115.100 0.029 52,359.980 951.999 12,851.995 0.000 0.000 0.000 Free Surface 303 EOF014 EOF013 8.000 132.400 0.031 52,359.980 951.999 12,851.995 0.000 0.000 0.000 Free Surface 304 EOF015 EOF014 8.000 148.600 0.006 52,359.980 951.999 12,851.995 0.000 0.000 0.000 Free Surface 305 EOF016 EOF015 8.000 78.100 0.008 52,359.980 951.999 12,851.995 0.000 0.000 0.000 Free Surface 306 EOF017 EOF016 8.000 88.400 0.010 52,359.980 951.999 12,851.995 0.000 0.000 0.000 Free Surface 307 EOF018 EOF017 8.000 156.000 0.033 52,359.980 951.999 12,851.995 0.000 0.000 0.000 Free Surface 308 EMN036 EOF018 8.000 15.000 0.401 52,359.980 951.999 12,851.995 0.000 0.000 0.000 Free Surface 34 P016 P015 8.000 171.100 0.599 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 35 E010 E009 8.000 71.400 0.074 933,790.822 644,466.316 79,755.270 0.000 0.000 0.000 Free Surface 36 B003 B002 24.000 194.500 0.007 1,668,998.011 678,404.400 344,518.478 0.000 0.000 0.000 Free Surface 37 B004 B003 24.000 81.800 0.024 1,668,998.011 678,404.400 344,518.478 0.000 0.000 0.000 Free Surface 38 B005 B004 24.000 178.300 0.016 1,668,998.011 678,404.400 344,518.478 0.000 0.000 0.000 Free Surface 39 B006 B005 24.000 284.000 0.016 1,668,998.011 678,404.400 344,518.478 0.000 0.000 0.000 Free Surface 4 W016 W017 8.000 77.100 0.007 98,655.562 74,031.572 6,155.998 0.000 0.000 0.000 Free Surface 40 B007 B006 24.000 76.000 0.000 1,668,998.011 678,404.400 344,518.478 0.000 0.000 0.000 Pressurized 41 Q001 B002 18.000 23.700 -0.010 804,042.671 19,337.911 261,074.782 0.000 0.000 0.000 Pressurized 42 Q002 Q001 18.000 40.500 -0.006 804,042.671 19,337.911 261,074.782 0.000 0.000 0.000 Pressurized 43 Q004 Q003 18.000 121.300 0.003 765,040.835 18,235.672 246,186.627 0.000 0.000 0.000 Free Surface 44 B008 B007 24.000 110.000 0.010 1,663,080.437 678,229.400 342,155.979 0.000 0.000 0.000 Free Surface 45 B009 B008 24.000 206.600 0.017 1,624,700.750 677,094.401 326,833.484 0.000 0.000 0.000 Free Surface 452 W002 W004 8.000 773.100 0.006 49,976.831 37,502.836 3,118.499 0.000 0.000 0.000 Free Surface Date: Monday, December 14, 2020, Time: 07:56:52, Page 2 EXISTING WWCS & LOADING: PIPE TABLE ID From ID To ID Diameter (in) Length (ft)Slope Total Flow (gpd) Unpeakable Flow (gpd) Peakable Flow (gpd) Coverage Flow (gpd) Infiltration Flow (gpd) Storm Flow (gpd)Flow Type 46 B010 B009 24.000 211.100 0.007 1,624,700.750 677,094.401 326,833.484 0.000 0.000 0.000 Free Surface 460 B014 B013 24.000 182.600 0.007 705,323.853 30,490.685 218,223.325 0.000 0.000 0.000 Free Surface 461 A020 A019 21.000 368.400 0.010 421,426.857 22,958.191 116,534.656 0.000 0.000 0.000 Free Surface 463 E009 B010 8.000 93.900 0.006 952,916.317 644,911.716 85,768.168 0.000 0.000 0.000 Pressurized 464 CM003 CM002 15.000 253.500 0.005 192,600.514 3,628.001 48,977.982 0.000 0.000 0.000 Free Surface 465 Q003 Q002 18.000 338.600 0.004 804,042.671 19,337.911 261,074.782 0.000 0.000 0.000 Free Surface 466 P023 P022 8.000 249.200 0.034 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 467 P022 P019 8.000 339.800 0.057 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 468 P014 P013 8.000 255.200 0.047 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 469 P012 P011 8.000 170.800 0.006 71,059.973 1,291.999 17,441.993 0.000 0.000 0.000 Free Surface 47 B011 B010 24.000 336.500 0.010 720,430.473 30,908.685 223,866.323 0.000 0.000 0.000 Free Surface 470 P011 P010 8.000 151.000 0.048 71,059.973 1,291.999 17,441.993 0.000 0.000 0.000 Free Surface 471 P010 P009 8.000 212.400 0.026 71,059.973 1,291.999 17,441.993 0.000 0.000 0.000 Free Surface 472 P009 P008 8.000 234.600 0.133 71,059.973 1,291.999 17,441.993 0.000 0.000 0.000 Free Surface 473 P008 P005 8.000 231.200 0.025 71,059.973 1,291.999 17,441.993 0.000 0.000 0.000 Free Surface 474 FM003 FM002 10.000 180.300 0.005 333,220.160 6,813.895 91,987.573 0.000 0.000 0.000 Free Surface 475 FM002 FM001 12.000 122.500 0.006 333,220.160 6,813.895 91,987.573 0.000 0.000 0.000 Free Surface 48 B012 B011 24.000 379.500 0.005 720,430.473 30,908.685 223,866.323 0.000 0.000 0.000 Free Surface 49 B013 B012 24.000 243.300 0.015 720,430.473 30,908.685 223,866.323 0.000 0.000 0.000 Free Surface 5 W018 W019 8.000 399.100 0.017 124,141.583 93,156.395 7,746.297 0.000 0.000 0.000 Free Surface 50 A001 B014 24.000 113.600 0.033 705,323.853 30,490.685 218,223.325 0.000 0.000 0.000 Free Surface 51 FM001 A001 24.000 32.600 0.060 335,060.582 6,859.095 92,597.773 0.000 0.000 0.000 Free Surface 510 CM004 CM003 15.000 114.400 0.001 172,256.206 3,224.000 43,523.984 0.000 0.000 0.000 Free Surface 511 CM005 CM004 15.000 318.300 0.002 172,256.206 3,224.000 43,523.984 0.000 0.000 0.000 Free Surface 512 CM006 CM005 15.000 131.800 0.002 172,256.206 3,224.000 43,523.984 0.000 0.000 0.000 Free Surface 513 CM007 CM006 15.000 183.200 0.002 172,256.206 3,224.000 43,523.984 0.000 0.000 0.000 Free Surface 514 CM008 CM007 15.000 384.600 0.001 172,256.206 3,224.000 43,523.984 0.000 0.000 0.000 Free Surface 515 CM009 CM008 8.000 184.900 0.012 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 516 CM010 CM009 8.000 111.700 0.010 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 517 CM011 CM010 8.000 400.000 0.010 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 518 CM012 CM011 8.000 52.200 0.038 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 519 CM013 CM008 15.000 154.500 0.001 148,487.609 2,752.000 37,151.986 0.000 0.000 0.000 Free Surface 52 A002 A001 24.000 241.300 0.009 447,785.303 23,631.591 125,625.553 0.000 0.000 0.000 Free Surface 520 CM014 CM013 15.000 118.300 0.002 148,487.609 2,752.000 37,151.986 0.000 0.000 0.000 Free Surface 521 CM015 CM014 15.000 132.600 0.005 61,819.977 1,124.000 15,173.994 0.000 0.000 0.000 Free Surface 522 CM016 CM015 15.000 379.000 0.008 61,819.977 1,124.000 15,173.994 0.000 0.000 0.000 Free Surface 523 CM017 CM016 15.000 247.300 0.009 61,819.977 1,124.000 15,173.994 0.000 0.000 0.000 Free Surface 524 CM018 CM017 8.000 30.700 0.016 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 525 CM020 CM017 15.000 199.800 0.014 61,819.977 1,124.000 15,173.994 0.000 0.000 0.000 Free Surface 526 CM021 CM020 15.000 76.300 0.026 61,819.977 1,124.000 15,173.994 0.000 0.000 0.000 Free Surface 527 CM022 CM021 15.000 140.200 0.010 61,819.977 1,124.000 15,173.994 0.000 0.000 0.000 Free Surface 528 CM023 CM022 15.000 154.800 0.052 61,819.977 1,124.000 15,173.994 0.000 0.000 0.000 Free Surface 529 CM024 CM023 15.000 132.000 0.006 61,819.977 1,124.000 15,173.994 0.000 0.000 0.000 Free Surface Date: Monday, December 14, 2020, Time: 07:56:52, Page 3 EXISTING WWCS & LOADING: PIPE TABLE ID From ID To ID Diameter (in) Length (ft)Slope Total Flow (gpd) Unpeakable Flow (gpd) Peakable Flow (gpd) Coverage Flow (gpd) Infiltration Flow (gpd) Storm Flow (gpd)Flow Type 53 A003 A002 24.000 237.900 0.006 447,785.303 23,631.591 125,625.553 0.000 0.000 0.000 Free Surface 54 FM012 FM011 8.000 56.100 0.009 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 55 A005 A004 21.000 408.900 0.009 423,149.120 23,002.191 117,128.656 0.000 0.000 0.000 Free Surface 56 A006 A005 21.000 372.700 0.019 423,149.120 23,002.191 117,128.656 0.000 0.000 0.000 Free Surface 57 A007 A006 21.000 212.200 0.014 423,149.120 23,002.191 117,128.656 0.000 0.000 0.000 Free Surface 58 FM014 FM013 8.000 210.500 0.005 274,864.816 5,433.475 73,351.899 0.000 0.000 0.000 Free Surface 581 GPV004 GPV003 12.000 20.300 0.026 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 582 GPV005 GPV004 12.000 252.400 0.026 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 583 GPV006 GPV005 12.000 246.800 0.009 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 584 END2 GPV007 8.000 8.800 0.023 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 585 GPV008 GPV007 12.000 28.900 0.020 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 586 GPV009 GPV008 12.000 46.400 0.014 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 587 GPV010 GPV009 12.000 128.900 0.014 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 588 GPV014 GPV010 12.000 99.600 0.012 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 589 GPV015 GPV014 12.000 71.700 0.013 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 59 FM015 FM014 8.000 272.700 0.005 218,655.326 4,145.400 55,962.879 0.000 0.000 0.000 Free Surface 590 GPV016 GPV015 12.000 383.800 0.010 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 591 GPV017 GPV016 12.000 383.800 0.010 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 592 GPV018 GPV017 12.000 66.400 0.009 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 593 GPV0019 GPV018 12.000 247.100 0.006 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 6 W019 W012 8.000 360.500 0.006 687,748.508 519,812.032 43,224.284 0.000 0.000 0.000 Pressurized 61 FM016 FM015 8.000 71.100 0.009 218,655.326 4,145.400 55,962.879 0.000 0.000 0.000 Free Surface 62 FM017 FM016 8.000 171.400 0.010 218,655.326 4,145.400 55,962.879 0.000 0.000 0.000 Free Surface 63 FM019 FM018 8.000 331.900 0.015 218,655.326 4,145.400 55,962.879 0.000 0.000 0.000 Free Surface 632 A004 A003 24.000 307.900 0.000 423,149.120 23,002.191 117,128.656 0.000 0.000 0.000 Free Surface 633 Q006 Q005 10.000 370.500 0.011 749,304.381 17,791.673 240,192.630 0.000 0.000 0.000 Free Surface 634 P001 Q007 8.000 267.400 0.043 173,666.205 3,251.998 43,901.983 0.000 0.000 0.000 Free Surface 637 CM024A CM024 15.000 286.000 0.027 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 638 CM025 CM024A 15.000 97.900 0.028 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 639 CM026 CM025 8.000 381.600 0.005 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 64 CM001 FM019 8.000 217.000 0.014 218,655.326 4,145.400 55,962.879 0.000 0.000 0.000 Free Surface 640 CM027 CM026 8.000 359.900 0.004 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 641 CM028 CM027 8.000 295.100 0.003 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 642 CM029 CM028 8.000 83.600 0.014 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 643 CM030 CM029 8.000 96.700 0.009 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 644 CM031 CM030 8.000 145.100 0.016 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 645 CM033 CM031 8.000 147.600 0.006 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 647 CM034 CM031 8.000 147.000 0.006 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 648 CM035 CM034 8.000 40.800 0.015 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 649 CM036 CM035 8.000 187.700 0.007 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 65 CM002 CM001 15.000 242.900 0.007 218,655.326 4,145.400 55,962.879 0.000 0.000 0.000 Free Surface 650 CM037 CM036 8.000 74.500 0.005 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 651 CM038 CM037 8.000 124.800 0.009 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface Date: Monday, December 14, 2020, Time: 07:56:52, Page 4 EXISTING WWCS & LOADING: PIPE TABLE ID From ID To ID Diameter (in) Length (ft)Slope Total Flow (gpd) Unpeakable Flow (gpd) Peakable Flow (gpd) Coverage Flow (gpd) Infiltration Flow (gpd) Storm Flow (gpd)Flow Type 652 CM039 CM038 8.000 68.100 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 653 CM040 CM039 8.000 112.500 0.006 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 654 CM041 CM040 8.000 192.300 0.006 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 66 A008 A007 21.000 380.100 0.019 423,149.120 23,002.191 117,128.656 0.000 0.000 0.000 Free Surface 660 GPV021 GPV020 12.000 338.100 0.005 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 661 GPV020 GPV0019 12.000 162.200 0.005 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 67 A010 A008 21.000 212.100 0.028 423,149.120 23,002.191 117,128.656 0.000 0.000 0.000 Free Surface 672 CM035A CM035 8.000 248.000 0.003 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 677 W029 W028 8.000 130.300 0.004 69,231.974 51,951.981 4,319.998 0.000 0.000 0.000 Free Surface 678 W011 W010 8.000 107.000 0.014 847,756.762 642,516.117 53,427.580 0.000 0.000 0.000 Free Surface 679 Q009 CHG 10.000 80.000 0.010 37,334.866 678.240 9,164.157 0.000 0.000 0.000 Free Surface 681 W028 W027 8.000 199.200 0.023 223,273.115 167,545.136 13,931.995 0.000 0.000 0.000 Free Surface 682 W026 W025 8.000 330.500 0.006 277,793.295 208,457.321 17,333.993 0.000 0.000 0.000 Free Surface 683 W035 W036 8.000 399.800 0.011 97,790.163 73,382.172 6,101.998 0.000 0.000 0.000 Free Surface 684 W017 W018 8.000 173.500 0.015 98,655.562 74,031.572 6,155.998 0.000 0.000 0.000 Free Surface 685 W001 W002 8.000 176.400 0.003 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 687 W005 W004 8.000 18.800 0.004 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 688 Q008 Q003 8.000 362.400 0.020 37,334.866 678.240 9,164.157 0.000 0.000 0.000 Free Surface 689 Q005 Q004 10.000 184.600 0.021 749,304.381 17,791.673 240,192.630 0.000 0.000 0.000 Free Surface 69 A011 A010 21.000 161.400 0.016 421,426.857 22,958.191 116,534.656 0.000 0.000 0.000 Free Surface 690 Q007 Q006 10.000 86.700 0.006 749,304.381 17,791.673 240,192.630 0.000 0.000 0.000 Free Surface 691 P005 P001 8.000 98.100 0.120 114,399.956 2,079.999 28,079.989 0.000 0.000 0.000 Free Surface 693 P006 P005 8.000 177.500 0.061 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 697 P013 P012 8.000 158.400 0.042 71,059.973 1,291.999 17,441.993 0.000 0.000 0.000 Free Surface 698 P015 P014 8.000 275.900 0.056 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 699 P017 P015 8.000 218.500 0.016 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 7 W025 W019 8.000 375.100 0.016 509,533.442 383,145.854 31,859.988 0.000 0.000 0.000 Free Surface 70 A012 A011 21.000 348.600 0.016 421,426.857 22,958.191 116,534.656 0.000 0.000 0.000 Free Surface 700 P019 P017 8.000 237.400 0.014 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 702 FM010 FM009 8.000 202.900 0.006 11,439.995 207.999 2,807.999 0.000 0.000 0.000 Free Surface 71 A013 A012 21.000 284.100 0.015 421,426.857 22,958.191 116,534.656 0.000 0.000 0.000 Free Surface 72 A014 A013 21.000 332.000 0.015 421,426.857 22,958.191 116,534.656 0.000 0.000 0.000 Free Surface 73 A015 A014 21.000 328.900 0.013 421,426.857 22,958.191 116,534.656 0.000 0.000 0.000 Free Surface 74 A016 A015 21.000 264.500 0.013 421,426.857 22,958.191 116,534.656 0.000 0.000 0.000 Free Surface 75 A017 A016 21.000 172.500 0.011 421,426.857 22,958.191 116,534.656 0.000 0.000 0.000 Free Surface 76 A018 A017 21.000 343.800 0.012 421,426.857 22,958.191 116,534.656 0.000 0.000 0.000 Free Surface 77 A019 A018 21.000 351.000 0.013 421,426.857 22,958.191 116,534.656 0.000 0.000 0.000 Free Surface 78 E002 E003 8.000 202.100 0.031 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 79 E001 E002 8.000 129.900 0.031 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 8 W036 W025 8.000 399.800 0.011 188,657.128 141,569.146 11,771.996 0.000 0.000 0.000 Free Surface 80 W004 W011 8.000 230.000 0.004 109,689.408 82,311.419 6,844.497 0.000 0.000 0.000 Free Surface 81 E003 E004 8.000 84.400 0.031 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 82 E004 B007 8.000 357.100 0.004 9,624.997 175.000 2,362.499 0.000 0.000 0.000 Free Surface Date: Monday, December 14, 2020, Time: 07:56:52, Page 5 EXISTING WWCS & LOADING: PIPE TABLE ID From ID To ID Diameter (in) Length (ft)Slope Total Flow (gpd) Unpeakable Flow (gpd) Peakable Flow (gpd) Coverage Flow (gpd) Infiltration Flow (gpd) Storm Flow (gpd)Flow Type 83 FM006 FM005 8.000 367.600 0.009 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 84 A022 A021 21.000 237.900 0.009 421,426.857 22,958.191 116,534.656 0.000 0.000 0.000 Free Surface 85 A023 A022 15.000 92.700 0.005 421,426.857 22,958.191 116,534.656 0.000 0.000 0.000 Free Surface 86 A024 A023 15.000 199.300 0.011 421,426.857 22,958.191 116,534.656 0.000 0.000 0.000 Free Surface 87 A025 A024 15.000 400.000 0.004 421,426.857 22,958.191 116,534.656 0.000 0.000 0.000 Free Surface 88 W038 W023 8.000 349.500 0.014 14,519.994 263.999 3,563.999 0.000 0.000 0.000 Free Surface 9 W034 W035 8.000 339.100 0.010 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 91 W023 W022 8.000 103.000 0.007 44,901.982 816.399 11,021.396 0.000 0.000 0.000 Free Surface 922 W015 W016 8.000 381.400 0.005 43,269.984 32,469.988 2,699.999 0.000 0.000 0.000 Free Surface 926 WPR Q007 10.000 149.400 0.005 626,786.358 14,399.995 194,399.927 0.000 0.000 0.000 Free Surface 93 W022 W021 8.000 292.800 0.008 44,901.982 816.399 11,021.396 0.000 0.000 0.000 Free Surface 94 W021 W009 8.000 399.800 0.010 72,929.972 1,325.999 17,900.993 0.000 0.000 0.000 Free Surface 956 EC023 EC022 8.000 117.100 0.011 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 957 EC022 EC019 8.000 31.300 0.006 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 958 EC020 EC019 8.000 169.600 0.025 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 959 EC019 EC018 8.000 26.200 0.015 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 96 W009 E010 8.000 311.300 0.017 933,790.822 644,466.316 79,755.270 0.000 0.000 0.000 Free Surface 960 EC018 EC017 8.000 47.300 0.013 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 961 EC017 EC016 8.000 38.400 0.008 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 962 EC016 EC015 8.000 50.400 0.010 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 963 EC015 EC014 8.000 50.200 0.010 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 964 EC014 EC013 8.000 57.300 0.028 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 965 EC013 EC012 8.000 83.500 0.001 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 966 EC012 EC008 8.000 73.800 0.033 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 967 EC021 EC020 8.000 21.100 0.014 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 968 CM028A CM028 8.000 152.300 0.007 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 97 FM007 FM004 10.000 244.200 0.006 306,100.294 6,160.895 83,172.076 0.000 0.000 0.000 Free Surface 972 EC008 EC007 8.000 87.100 0.007 17,599.993 320.000 4,319.998 0.000 0.000 0.000 Free Surface 973 EC005 EC004 8.000 172.700 0.009 17,599.993 320.000 4,319.998 0.000 0.000 0.000 Free Surface 974 EC006 EC005 8.000 46.700 0.006 17,599.993 320.000 4,319.998 0.000 0.000 0.000 Free Surface 975 EC007 EC006 8.000 45.000 0.009 17,599.993 320.000 4,319.998 0.000 0.000 0.000 Free Surface 976 EC003 EC002 8.000 368.500 0.005 17,599.993 320.000 4,319.998 0.000 0.000 0.000 Free Surface 977 EC004 EC003 8.000 214.600 0.005 17,599.993 320.000 4,319.998 0.000 0.000 0.000 Free Surface 978 EC002 EC001 8.000 139.800 0.009 17,599.993 320.000 4,319.998 0.000 0.000 0.000 Free Surface 979 EC001 CM002 8.000 49.060 0.008 25,299.990 459.999 6,209.998 0.000 0.000 0.000 Free Surface 98 FM009 FM008 8.000 15.800 0.036 11,439.995 207.999 2,807.999 0.000 0.000 0.000 Free Surface 989 W002A W002 8.000 226.100 0.007 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 99 FM005 FM004 8.000 321.700 0.012 34,539.987 628.000 8,477.997 0.000 0.000 0.000 Free Surface 991 GPV007 GPV006 12.000 230.900 0.024 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 993 EMC015A EMC015 12.000 507.800 0.005 320,645.416 20,491.991 83,240.969 0.000 0.000 0.000 Free Surface 995 EMS179 EMS177 12.000 151.400 0.073 262,262.941 5,139.997 69,389.974 0.000 0.000 0.000 Free Surface 997 FM008 FM007 8.000 275.200 0.008 306,100.294 6,160.895 83,172.076 0.000 0.000 0.000 Free Surface 999 FM013 FM011 8.000 224.100 0.008 274,864.816 5,433.475 73,351.899 0.000 0.000 0.000 Free Surface Date: Monday, December 14, 2020, Time: 07:56:52, Page 6 EXISTING WWCS & LOADING: PIPE TABLE ID Velocity (ft/s)d/D q/Q Water Depth (ft) Critical Depth (ft) Froude Number Full Flow (gpd) Coverage Count Backwater Adjustment Adjusted Depth (ft) Adjusted Velocity (ft/s) 0 0.000 0.000 0.000 0.000 0.000 0.000 556,554.688 0.000 No 0.000 0.000 1 5.427 0.583 0.642 0.388 0.508 1.688 1,153,323.227 0.000 No 0.388 5.427 10 3.331 0.338 0.246 0.225 0.273 1.448 908,374.610 0.000 No 0.225 3.331 100 3.312 0.395 0.330 0.264 0.304 1.315 833,051.774 0.000 Yes 0.282 3.028 1001 0.000 0.000 0.000 0.000 0.000 0.000 725,515.181 0.000 Yes 0.011 0.000 1003 1.954 0.497 0.495 0.331 0.270 0.675 441,912.898 0.000 No 0.331 1.954 1005 0.000 0.000 0.000 0.000 0.000 0.000 829,595.990 0.000 Yes 0.010 0.000 1007 1.861 0.321 0.224 0.321 0.263 0.679 1,172,316.941 0.000 No 0.321 1.861 1009 1.859 0.322 0.224 0.322 0.263 0.678 1,170,432.875 0.000 No 0.322 1.859 101 6.300 0.207 0.094 0.173 0.314 3.190 3,533,063.576 0.000 Yes 0.239 3.992 1011 1.865 0.321 0.223 0.321 0.263 0.681 1,175,963.961 0.000 No 0.321 1.865 1013 1.862 0.321 0.224 0.321 0.263 0.679 1,172,953.732 0.000 No 0.321 1.862 1015 1.027 0.112 0.027 0.075 0.067 0.800 536,642.486 0.000 No 0.075 1.027 108 0.000 0.000 0.000 0.000 0.000 0.000 3,003,570.609 0.000 No 0.000 0.000 109 0.000 0.000 0.000 0.000 0.000 0.000 4,170,652.859 0.000 Yes 0.036 0.000 11 2.105 0.182 0.072 0.121 0.137 1.279 818,098.035 0.000 No 0.121 2.105 110 4.236 0.071 0.010 0.071 0.132 3.396 6,648,550.177 0.000 Yes 0.085 3.257 111 3.126 0.207 0.094 0.259 0.296 1.293 3,945,240.621 0.000 Yes 0.261 3.095 112 2.394 0.250 0.137 0.313 0.296 0.896 2,708,613.621 0.000 No 0.313 2.394 113 2.574 0.238 0.124 0.297 0.296 0.990 2,998,896.520 0.000 No 0.297 2.574 114 2.407 0.249 0.136 0.312 0.296 0.903 2,729,855.417 0.000 No 0.312 2.407 115 2.430 0.248 0.134 0.310 0.296 0.914 2,765,970.663 0.000 No 0.310 2.430 116 3.220 0.203 0.090 0.254 0.296 1.347 4,115,289.193 0.000 No 0.254 3.220 117 5.568 0.142 0.043 0.177 0.300 2.809 8,845,749.745 0.000 No 0.177 5.568 119 2.139 0.336 0.244 0.336 0.292 0.761 1,315,200.381 0.000 No 0.336 2.139 12 2.311 0.190 0.079 0.127 0.149 1.369 872,724.493 0.000 No 0.127 2.311 120 2.168 0.333 0.239 0.333 0.292 0.776 1,340,776.983 0.000 No 0.333 2.168 121 2.303 0.319 0.220 0.319 0.292 0.844 1,457,895.661 0.000 No 0.319 2.303 122 3.089 0.258 0.146 0.258 0.292 1.271 2,197,445.675 0.000 Yes 0.268 2.924 123 8.400 0.129 0.035 0.129 0.292 4.984 9,075,055.544 0.000 No 0.129 8.400 124 4.651 0.194 0.082 0.194 0.292 2.231 3,914,838.722 0.000 No 0.194 4.651 125 4.228 0.207 0.094 0.207 0.292 1.958 3,420,782.342 0.000 No 0.207 4.228 126 3.568 0.233 0.119 0.233 0.292 1.550 2,691,463.426 0.000 No 0.233 3.568 127 4.018 0.214 0.101 0.214 0.292 1.826 3,183,299.163 0.000 No 0.214 4.018 128 3.361 0.243 0.130 0.243 0.292 1.428 2,473,673.944 0.000 No 0.243 3.361 129 0.000 0.000 0.000 0.000 0.000 0.000 1,328,279.765 0.000 Yes 0.082 0.000 13 0.000 0.000 0.000 0.000 0.000 0.000 1,116,461.783 0.000 Yes 0.013 0.000 130 5.041 0.174 0.066 0.174 0.282 2.553 4,516,671.390 0.000 No 0.174 5.041 131 3.767 0.195 0.083 0.195 0.263 1.801 3,158,325.022 0.000 No 0.195 3.767 132 8.273 0.113 0.027 0.113 0.263 5.241 9,678,599.090 0.000 No 0.113 8.273 14 0.000 0.000 0.000 0.000 0.000 0.000 1,205,627.047 0.000 No 0.000 0.000 146 1.610 0.115 0.028 0.077 0.086 1.239 828,600.701 0.000 Yes 0.085 1.388 147 2.672 0.059 0.007 0.039 0.067 2.895 2,112,525.571 0.000 No 0.039 2.672 Date: Monday, December 14, 2020, Time: 07:56:52, Page 7 EXISTING WWCS & LOADING: PIPE TABLE ID Velocity (ft/s)d/D q/Q Water Depth (ft) Critical Depth (ft) Froude Number Full Flow (gpd) Coverage Count Backwater Adjustment Adjusted Depth (ft) Adjusted Velocity (ft/s) 148 2.682 0.059 0.007 0.039 0.067 2.909 2,123,786.122 0.000 No 0.039 2.682 149 3.316 0.051 0.005 0.034 0.067 3.868 2,881,377.176 0.000 No 0.034 3.316 15 3.758 1.000 1.211 0.667 0.494 0.811 700,185.167 0.000 No 0.667 3.758 16 2.007 0.137 0.040 0.091 0.109 1.411 926,537.841 0.000 No 0.091 2.007 2 1.364 0.204 0.091 0.136 0.120 0.780 495,067.623 0.000 No 0.136 1.364 20 0.000 0.000 0.000 0.000 0.000 0.000 2,350,476.011 0.000 No 0.000 0.000 21 0.000 0.000 0.000 0.000 0.000 0.000 811,141.206 0.000 No 0.000 0.000 22 0.000 0.000 0.000 0.000 0.000 0.000 2,500,132.744 0.000 No 0.000 0.000 284 3.540 0.130 0.036 0.228 0.287 1.578 11,624,970.773 0.000 No 0.228 3.540 290 1.642 0.199 0.087 0.133 0.129 0.950 603,952.856 0.000 No 0.133 1.642 291 1.518 0.210 0.097 0.140 0.129 0.853 540,325.104 0.000 No 0.140 1.518 292 1.569 0.205 0.092 0.137 0.129 0.893 566,251.255 0.000 No 0.137 1.569 293 1.649 0.198 0.086 0.132 0.129 0.956 608,019.924 0.000 No 0.132 1.649 294 1.635 0.200 0.087 0.133 0.129 0.945 600,677.879 0.000 No 0.133 1.635 295 6.993 0.074 0.011 0.049 0.129 6.758 4,780,156.605 0.000 No 0.049 6.993 296 6.416 0.078 0.012 0.052 0.129 6.019 4,224,407.273 0.000 No 0.052 6.416 297 6.749 0.075 0.012 0.050 0.129 6.443 4,543,098.796 0.000 No 0.050 6.749 298 7.346 0.071 0.010 0.048 0.129 7.219 5,129,798.370 0.000 No 0.048 7.346 299 6.638 0.076 0.012 0.051 0.129 6.301 4,436,028.140 0.000 No 0.051 6.638 3 1.225 0.170 0.063 0.113 0.099 0.770 495,478.258 0.000 No 0.113 1.225 300 4.484 0.100 0.021 0.066 0.129 3.715 2,528,044.351 0.000 No 0.066 4.484 301 6.407 0.078 0.012 0.052 0.129 6.008 4,215,990.402 0.000 No 0.052 6.407 302 3.019 0.131 0.036 0.087 0.129 2.177 1,436,424.869 0.000 No 0.087 3.019 303 3.102 0.128 0.035 0.085 0.129 2.258 1,492,834.087 0.000 No 0.085 3.102 304 1.782 0.188 0.077 0.125 0.129 1.063 678,290.923 0.000 No 0.125 1.782 305 1.890 0.180 0.071 0.120 0.129 1.152 737,333.721 0.000 No 0.120 1.890 306 2.091 0.168 0.062 0.112 0.129 1.322 851,201.692 0.000 No 0.112 2.091 307 3.155 0.127 0.034 0.084 0.129 2.311 1,529,344.367 0.000 No 0.084 3.155 308 7.588 0.070 0.010 0.046 0.129 7.541 5,374,229.684 0.000 No 0.046 7.588 34 0.000 0.000 0.000 0.000 0.000 0.000 6,565,994.811 0.000 No 0.000 0.000 35 9.706 0.442 0.404 0.295 0.564 3.608 2,313,458.759 0.000 Yes 0.667 4.139 36 4.573 0.236 0.122 0.471 0.560 1.397 13,712,828.847 0.000 Yes 0.986 1.675 37 6.934 0.176 0.068 0.352 0.560 2.471 24,709,206.593 0.000 Yes 0.387 6.062 38 5.990 0.195 0.083 0.390 0.560 2.024 20,079,348.416 0.000 No 0.390 5.990 39 5.943 0.196 0.084 0.392 0.560 2.002 19,857,984.724 0.000 No 0.392 5.943 4 2.078 0.263 0.152 0.176 0.179 1.035 649,250.431 0.000 No 0.176 2.078 40 0.822 1.000 3.323 2.000 0.303 0.102 502,230.238 0.000 No 2.000 0.822 41 0.704 1.000 1.500 0.000 0.101 0.000 No 1.500 0.704 42 0.704 1.000 1.500 0.000 0.101 0.000 Yes 1.500 0.704 43 2.787 0.290 0.183 0.435 0.407 0.879 4,181,485.849 0.000 Yes 0.516 2.197 44 5.069 0.219 0.105 0.437 0.558 1.612 15,881,914.630 0.000 Yes 1.365 1.127 45 6.096 0.189 0.078 0.378 0.552 2.093 20,818,616.982 0.000 Yes 1.549 0.963 452 1.752 0.184 0.074 0.123 0.126 1.057 675,373.181 0.000 No 0.123 1.752 Date: Monday, December 14, 2020, Time: 07:56:52, Page 8 EXISTING WWCS & LOADING: PIPE TABLE ID Velocity (ft/s)d/D q/Q Water Depth (ft) Critical Depth (ft) Froude Number Full Flow (gpd) Coverage Count Backwater Adjustment Adjusted Depth (ft) Adjusted Velocity (ft/s) 46 4.544 0.232 0.118 0.464 0.552 1.399 13,740,017.443 0.000 No 0.464 4.544 460 3.511 0.155 0.052 0.311 0.360 1.336 13,503,285.071 0.000 No 0.311 3.511 461 3.480 0.132 0.037 0.231 0.287 1.541 11,342,147.961 0.000 No 0.231 3.480 463 4.224 1.000 1.481 0.667 0.473 0.912 643,320.945 0.000 No 0.667 4.224 464 2.292 0.163 0.058 0.204 0.211 1.077 3,346,005.580 0.000 No 0.204 2.292 465 2.944 0.289 0.182 0.433 0.417 0.931 4,426,547.886 0.000 Yes 1.288 0.770 466 0.000 0.000 0.000 0.000 0.000 0.000 1,557,504.217 0.000 No 0.000 0.000 467 0.000 0.000 0.000 0.000 0.000 0.000 2,016,520.003 0.000 No 0.000 0.000 468 0.000 0.000 0.000 0.000 0.000 0.000 1,831,878.869 0.000 No 0.000 0.000 469 1.922 0.221 0.107 0.147 0.151 1.053 665,141.926 0.000 No 0.147 1.922 47 3.941 0.146 0.046 0.291 0.364 1.551 15,775,363.124 0.000 Yes 0.378 2.705 470 3.954 0.134 0.038 0.089 0.151 2.815 1,852,428.192 0.000 No 0.089 3.954 471 3.211 0.154 0.052 0.103 0.151 2.123 1,377,464.340 0.000 No 0.103 3.211 472 5.661 0.105 0.023 0.070 0.151 4.574 3,093,690.761 0.000 Yes 0.087 4.102 473 3.156 0.156 0.053 0.104 0.151 2.073 1,343,642.367 0.000 No 0.104 3.156 474 2.733 0.378 0.303 0.315 0.314 0.997 1,098,726.475 0.000 No 0.315 2.733 475 2.903 0.277 0.168 0.277 0.298 1.149 1,983,003.524 0.000 No 0.277 2.903 48 3.105 0.172 0.064 0.343 0.364 1.122 11,237,605.128 0.000 No 0.343 3.105 49 4.556 0.132 0.037 0.263 0.364 1.888 19,399,257.836 0.000 Yes 0.303 3.712 5 3.033 0.237 0.123 0.158 0.201 1.600 1,007,007.268 0.000 Yes 0.667 0.550 50 5.967 0.108 0.025 0.216 0.360 2.739 28,778,496.930 0.000 No 0.216 5.967 51 5.894 0.066 0.009 0.131 0.247 3.486 39,041,560.688 0.000 No 0.131 5.894 510 1.403 0.212 0.099 0.265 0.200 0.574 1,748,185.638 0.000 No 0.265 1.403 511 1.411 0.211 0.098 0.264 0.200 0.578 1,761,077.218 0.000 Yes 0.265 1.407 512 1.414 0.211 0.098 0.264 0.200 0.579 1,766,580.337 0.000 Yes 0.264 1.412 513 1.417 0.211 0.097 0.263 0.200 0.582 1,772,933.232 0.000 Yes 0.263 1.416 514 1.402 0.212 0.099 0.265 0.200 0.573 1,745,857.880 0.000 No 0.265 1.402 515 0.000 0.000 0.000 0.000 0.000 0.000 946,147.987 0.000 No 0.000 0.000 516 0.000 0.000 0.000 0.000 0.000 0.000 841,847.377 0.000 No 0.000 0.000 517 0.000 0.000 0.000 0.000 0.000 0.000 837,656.408 0.000 No 0.000 0.000 518 0.000 0.000 0.000 0.000 0.000 0.000 1,660,517.105 0.000 No 0.000 0.000 519 1.344 0.197 0.085 0.246 0.185 0.571 1,749,749.087 0.000 Yes 0.256 1.273 52 3.299 0.119 0.030 0.237 0.286 1.443 14,991,442.600 0.000 No 0.237 3.299 520 1.355 0.196 0.084 0.245 0.185 0.578 1,768,968.012 0.000 Yes 0.245 1.350 521 1.614 0.095 0.019 0.119 0.119 1.000 3,294,984.360 0.000 No 0.119 1.614 522 1.901 0.085 0.015 0.106 0.119 1.247 4,167,076.599 0.000 No 0.106 1.901 523 1.936 0.084 0.014 0.105 0.119 1.278 4,277,355.843 0.000 No 0.105 1.936 524 0.000 0.000 0.000 0.000 0.000 0.000 1,082,628.415 0.000 No 0.000 0.000 525 2.240 0.076 0.012 0.095 0.119 1.555 5,271,815.949 0.000 No 0.095 2.240 526 2.821 0.065 0.008 0.081 0.119 2.120 7,342,244.259 0.000 No 0.081 2.821 527 2.015 0.082 0.014 0.102 0.119 1.349 4,531,751.744 0.000 No 0.102 2.015 528 3.588 0.055 0.006 0.069 0.119 2.928 10,373,686.777 0.000 No 0.069 3.588 529 1.693 0.092 0.018 0.115 0.119 1.067 3,530,483.022 0.000 No 0.115 1.693 Date: Monday, December 14, 2020, Time: 07:56:52, Page 9 EXISTING WWCS & LOADING: PIPE TABLE ID Velocity (ft/s)d/D q/Q Water Depth (ft) Critical Depth (ft) Froude Number Full Flow (gpd) Coverage Count Backwater Adjustment Adjusted Depth (ft) Adjusted Velocity (ft/s) 53 2.936 0.128 0.035 0.257 0.286 1.232 12,694,845.805 0.000 No 0.257 2.936 54 0.000 0.000 0.000 0.000 0.000 0.000 784,698.451 0.000 Yes 0.082 0.000 55 3.343 0.136 0.040 0.238 0.288 1.458 10,695,302.610 0.000 Yes 0.822 0.590 56 4.305 0.114 0.028 0.200 0.288 2.053 15,342,606.742 0.000 Yes 0.319 2.186 57 3.885 0.123 0.032 0.214 0.288 1.787 13,248,487.193 0.000 No 0.214 3.885 58 2.653 0.468 0.446 0.312 0.304 0.952 616,026.006 0.000 No 0.312 2.653 581 0.000 0.000 0.000 0.000 0.000 0.000 4,003,131.169 0.000 No 0.000 0.000 582 0.000 0.000 0.000 0.000 0.000 0.000 3,995,254.287 0.000 No 0.000 0.000 583 0.000 0.000 0.000 0.000 0.000 0.000 2,398,758.456 0.000 No 0.000 0.000 584 0.000 0.000 0.000 0.000 0.000 0.000 1,278,902.007 0.000 No 0.000 0.000 585 0.000 0.000 0.000 0.000 0.000 0.000 3,512,648.345 0.000 No 0.000 0.000 586 0.000 0.000 0.000 0.000 0.000 0.000 2,937,495.192 0.000 No 0.000 0.000 587 0.000 0.000 0.000 0.000 0.000 0.000 2,922,644.840 0.000 No 0.000 0.000 588 0.000 0.000 0.000 0.000 0.000 0.000 2,779,515.206 0.000 No 0.000 0.000 589 0.000 0.000 0.000 0.000 0.000 0.000 2,833,221.336 0.000 No 0.000 0.000 59 2.454 0.417 0.364 0.278 0.270 0.944 601,286.318 0.000 No 0.278 2.454 590 0.000 0.000 0.000 0.000 0.000 0.000 2,514,835.286 0.000 No 0.000 0.000 591 0.000 0.000 0.000 0.000 0.000 0.000 2,514,835.286 0.000 No 0.000 0.000 592 0.000 0.000 0.000 0.000 0.000 0.000 2,357,697.777 0.000 No 0.000 0.000 593 0.000 0.000 0.000 0.000 0.000 0.000 1,948,746.843 0.000 No 0.000 0.000 6 3.048 1.000 1.151 0.667 0.456 0.658 597,665.950 0.000 No 0.667 3.048 61 3.085 0.352 0.266 0.235 0.270 1.310 823,504.939 0.000 No 0.235 3.085 62 3.176 0.344 0.255 0.230 0.270 1.365 857,190.251 0.000 No 0.230 3.176 63 3.627 0.313 0.212 0.208 0.270 1.645 1,030,761.102 0.000 No 0.208 3.627 632 0.277 0.703 0.843 1.407 0.278 0.043 502,230.238 0.000 No 1.407 0.277 633 4.448 0.483 0.471 0.402 0.480 1.401 1,592,189.246 0.000 No 0.402 4.448 634 4.684 0.221 0.107 0.147 0.239 2.564 1,618,989.062 0.000 No 0.147 4.684 637 0.000 0.000 0.000 0.000 0.000 0.000 7,441,122.351 0.000 Yes 0.057 0.000 638 0.000 0.000 0.000 0.000 0.000 0.000 7,531,242.568 0.000 No 0.000 0.000 639 0.000 0.000 0.000 0.000 0.000 0.000 597,021.988 0.000 No 0.000 0.000 64 3.597 0.315 0.215 0.210 0.270 1.626 1,018,839.817 0.000 No 0.210 3.597 640 0.000 0.000 0.000 0.000 0.000 0.000 547,669.195 0.000 No 0.000 0.000 641 0.000 0.000 0.000 0.000 0.000 0.000 436,140.386 0.000 No 0.000 0.000 642 0.000 0.000 0.000 0.000 0.000 0.000 1,003,583.239 0.000 No 0.000 0.000 643 0.000 0.000 0.000 0.000 0.000 0.000 818,411.315 0.000 No 0.000 0.000 644 0.000 0.000 0.000 0.000 0.000 0.000 1,084,186.697 0.000 No 0.000 0.000 645 0.000 0.000 0.000 0.000 0.000 0.000 651,298.465 0.000 No 0.000 0.000 647 0.000 0.000 0.000 0.000 0.000 0.000 633,595.182 0.000 No 0.000 0.000 648 0.000 0.000 0.000 0.000 0.000 0.000 1,028,748.348 0.000 No 0.000 0.000 649 0.000 0.000 0.000 0.000 0.000 0.000 692,287.480 0.000 No 0.000 0.000 65 2.663 0.160 0.056 0.200 0.225 1.261 3,925,527.608 0.000 No 0.200 2.663 650 0.000 0.000 0.000 0.000 0.000 0.000 597,841.877 0.000 No 0.000 0.000 651 0.000 0.000 0.000 0.000 0.000 0.000 789,165.684 0.000 No 0.000 0.000 Date: Monday, December 14, 2020, Time: 07:56:52, Page 10 EXISTING WWCS & LOADING: PIPE TABLE ID Velocity (ft/s)d/D q/Q Water Depth (ft) Critical Depth (ft) Froude Number Full Flow (gpd) Coverage Count Backwater Adjustment Adjusted Depth (ft) Adjusted Velocity (ft/s) 652 0.000 0.000 0.000 0.000 0.000 0.000 26,826.475 0.000 No 0.000 0.000 653 0.000 0.000 0.000 0.000 0.000 0.000 659,541.006 0.000 No 0.000 0.000 654 0.000 0.000 0.000 0.000 0.000 0.000 647,415.327 0.000 No 0.000 0.000 66 4.267 0.115 0.028 0.201 0.288 2.028 15,149,606.619 0.000 No 0.201 4.267 660 0.000 0.000 0.000 0.000 0.000 0.000 1,763,105.188 0.000 No 0.000 0.000 661 0.000 0.000 0.000 0.000 0.000 0.000 1,756,571.113 0.000 No 0.000 0.000 67 4.911 0.104 0.023 0.183 0.288 2.452 18,521,410.656 0.000 No 0.183 4.911 672 0.000 0.000 0.000 0.000 0.000 0.000 481,817.711 0.000 No 0.000 0.000 677 1.577 0.249 0.136 0.166 0.149 0.810 508,757.281 0.000 No 0.166 1.577 678 4.992 0.704 0.844 0.470 0.541 1.339 1,004,424.617 0.000 Yes 0.667 3.758 679 1.824 0.108 0.024 0.090 0.102 1.298 1,528,488.203 0.000 No 0.090 1.824 681 4.060 0.293 0.187 0.195 0.273 1.910 1,196,419.025 0.000 No 0.195 4.060 682 2.686 0.467 0.445 0.312 0.306 0.965 624,202.375 0.000 No 0.312 2.686 683 2.430 0.234 0.120 0.156 0.178 1.290 812,109.020 0.000 No 0.156 2.430 684 2.758 0.216 0.102 0.144 0.179 1.530 967,775.667 0.000 No 0.144 2.758 685 0.000 0.000 0.000 0.000 0.000 0.000 498,860.634 0.000 Yes 0.011 0.000 687 0.000 0.000 0.000 0.000 0.000 0.000 510,819.620 0.000 Yes 0.160 0.000 688 2.390 0.122 0.031 0.081 0.109 1.788 1,189,075.715 0.000 Yes 0.290 0.397 689 5.745 0.397 0.333 0.331 0.480 2.035 2,252,813.726 0.000 No 0.331 5.745 69 4.073 0.118 0.030 0.207 0.287 1.907 14,199,787.372 0.000 No 0.207 4.073 690 3.649 0.565 0.612 0.471 0.480 1.037 1,225,082.497 0.000 No 0.471 3.649 691 5.961 0.140 0.042 0.093 0.193 4.146 2,715,863.891 0.000 No 0.093 5.961 693 0.000 0.000 0.000 0.000 0.000 0.000 1,931,586.672 0.000 No 0.000 0.000 697 3.781 0.138 0.041 0.092 0.151 2.650 1,738,188.376 0.000 No 0.092 3.781 698 0.000 0.000 0.000 0.000 0.000 0.000 2,010,729.299 0.000 No 0.000 0.000 699 0.000 0.000 0.000 0.000 0.000 0.000 1,073,672.696 0.000 No 0.000 0.000 7 4.421 0.508 0.514 0.339 0.420 1.507 990,383.951 0.000 Yes 0.548 2.567 70 4.078 0.118 0.030 0.207 0.287 1.911 14,224,253.013 0.000 No 0.207 4.078 700 0.000 0.000 0.000 0.000 0.000 0.000 1,000,184.730 0.000 No 0.000 0.000 702 1.135 0.090 0.017 0.060 0.060 0.989 681,644.966 0.000 No 0.060 1.135 71 3.953 0.121 0.031 0.211 0.287 1.832 13,605,502.310 0.000 No 0.211 3.953 72 3.918 0.121 0.031 0.213 0.287 1.809 13,431,031.609 0.000 No 0.213 3.918 73 3.768 0.125 0.033 0.218 0.287 1.716 12,704,349.757 0.000 No 0.218 3.768 74 3.771 0.125 0.033 0.218 0.287 1.719 12,722,748.535 0.000 No 0.218 3.771 75 3.577 0.129 0.036 0.226 0.287 1.600 11,796,741.081 0.000 No 0.226 3.577 76 3.636 0.128 0.035 0.224 0.287 1.636 12,073,419.969 0.000 No 0.224 3.636 77 3.748 0.125 0.033 0.219 0.287 1.704 12,609,284.536 0.000 No 0.219 3.748 78 0.000 0.000 0.000 0.000 0.000 0.000 1,496,600.111 0.000 No 0.000 0.000 79 0.000 0.000 0.000 0.000 0.000 0.000 1,496,062.421 0.000 No 0.000 0.000 8 2.907 0.330 0.235 0.220 0.250 1.280 802,610.342 0.000 Yes 0.229 2.743 80 1.925 0.300 0.196 0.200 0.189 0.893 559,370.668 0.000 Yes 0.285 1.192 81 0.000 0.000 0.000 0.000 0.000 0.000 1,494,662.125 0.000 Yes 0.239 0.000 82 0.889 0.095 0.019 0.063 0.055 0.756 517,719.476 0.000 Yes 0.667 0.043 Date: Monday, December 14, 2020, Time: 07:56:53, Page 11 EXISTING WWCS & LOADING: PIPE TABLE ID Velocity (ft/s)d/D q/Q Water Depth (ft) Critical Depth (ft) Froude Number Full Flow (gpd) Coverage Count Backwater Adjustment Adjusted Depth (ft) Adjusted Velocity (ft/s) 83 0.000 0.000 0.000 0.000 0.000 0.000 826,586.998 0.000 Yes 0.039 0.000 84 3.318 0.136 0.040 0.238 0.287 1.445 10,599,500.185 0.000 No 0.238 3.318 85 2.834 0.243 0.129 0.303 0.315 1.078 3,263,298.874 0.000 No 0.303 2.834 86 3.663 0.203 0.090 0.253 0.315 1.534 4,688,266.080 0.000 Yes 0.258 3.562 87 2.608 0.257 0.145 0.322 0.315 0.961 2,903,808.872 0.000 No 0.322 2.608 88 1.525 0.087 0.015 0.058 0.067 1.357 939,424.546 0.000 Yes 0.087 0.837 9 0.000 0.000 0.000 0.000 0.000 0.000 772,493.042 0.000 Yes 0.028 0.000 91 1.701 0.174 0.066 0.116 0.120 1.055 677,061.706 0.000 No 0.116 1.701 922 1.507 0.185 0.075 0.123 0.117 0.907 579,539.797 0.000 Yes 0.144 1.201 926 3.133 0.553 0.591 0.461 0.437 0.903 1,060,345.541 0.000 No 0.461 3.133 93 1.746 0.171 0.064 0.114 0.120 1.094 703,026.938 0.000 No 0.114 1.746 94 2.143 0.208 0.095 0.139 0.153 1.211 767,442.274 0.000 No 0.139 2.143 956 0.000 0.000 0.000 0.000 0.000 0.000 900,683.331 0.000 No 0.000 0.000 957 0.000 0.000 0.000 0.000 0.000 0.000 678,119.817 0.000 No 0.000 0.000 958 0.000 0.000 0.000 0.000 0.000 0.000 1,334,981.750 0.000 No 0.000 0.000 959 0.000 0.000 0.000 0.000 0.000 0.000 1,048,197.108 0.000 No 0.000 0.000 96 5.186 0.744 0.904 0.496 0.564 1.320 1,033,264.679 0.000 No 0.496 5.186 960 0.000 0.000 0.000 0.000 0.000 0.000 955,451.534 0.000 No 0.000 0.000 961 0.000 0.000 0.000 0.000 0.000 0.000 749,822.766 0.000 No 0.000 0.000 962 0.000 0.000 0.000 0.000 0.000 0.000 844,954.535 0.000 No 0.000 0.000 963 0.000 0.000 0.000 0.000 0.000 0.000 846,636.038 0.000 No 0.000 0.000 964 0.000 0.000 0.000 0.000 0.000 0.000 1,417,575.790 0.000 No 0.000 0.000 965 0.000 0.000 0.000 0.000 0.000 0.000 293,575.879 0.000 No 0.000 0.000 966 0.000 0.000 0.000 0.000 0.000 0.000 1,529,822.511 0.000 No 0.000 0.000 967 0.000 0.000 0.000 0.000 0.000 0.000 1,011,539.874 0.000 No 0.000 0.000 968 0.000 0.000 0.000 0.000 0.000 0.000 687,406.534 0.000 No 0.000 0.000 97 2.820 0.347 0.258 0.289 0.301 1.080 1,185,235.662 0.000 No 0.289 2.820 972 1.322 0.109 0.025 0.073 0.074 1.046 704,093.208 0.000 No 0.073 1.322 973 1.466 0.102 0.022 0.068 0.074 1.203 816,539.935 0.000 No 0.068 1.466 974 1.290 0.111 0.026 0.074 0.074 1.012 679,932.490 0.000 No 0.074 1.290 975 1.445 0.103 0.022 0.068 0.074 1.179 799,810.951 0.000 No 0.068 1.445 976 1.216 0.115 0.028 0.077 0.074 0.934 624,970.990 0.000 No 0.077 1.216 977 1.192 0.117 0.029 0.078 0.074 0.910 607,358.468 0.000 No 0.078 1.192 978 1.468 0.101 0.022 0.068 0.074 1.205 818,053.482 0.000 No 0.068 1.468 979 1.577 0.124 0.033 0.083 0.089 1.169 775,517.788 0.000 Yes 0.091 1.358 98 2.067 0.060 0.007 0.040 0.060 2.215 1,611,285.473 0.000 Yes 0.170 0.252 989 0.000 0.000 0.000 0.000 0.000 0.000 690,969.624 0.000 Yes 0.011 0.000 99 1.963 0.132 0.037 0.088 0.105 1.408 928,043.731 0.000 No 0.088 1.963 991 0.000 0.000 0.000 0.000 0.000 0.000 3,547,074.795 0.000 No 0.000 0.000 993 2.434 0.306 0.204 0.306 0.292 0.912 1,573,960.085 0.000 No 0.306 2.434 995 6.071 0.140 0.042 0.140 0.263 3.448 6,223,253.135 0.000 No 0.140 6.071 997 2.974 0.466 0.442 0.310 0.322 1.071 692,144.092 0.000 No 0.310 2.974 999 2.873 0.440 0.401 0.293 0.304 1.070 686,032.667 0.000 No 0.293 2.873 Date: Monday, December 14, 2020, Time: 07:56:53, Page 12 EXISTING WWCS & ULTIMATE LOADING: MANHOLE TABLE ID Rim Elevation (ft) Base Flow (gpd) Total Flow (gpd) Storm Flow (gpd) Grade (ft)Status Hydraulic Jump Surcharge Depth (ft) Unfilled Depth (ft) A001 8,567.330 0.000 0.000 0.000 8,556.351 Not Full No -1.479 10.979 A002 8,566.000 0.000 0.000 0.000 8,558.591 Not Full No -1.489 7.409 A003 8,570.000 11,055.871 41,936.062 0.000 8,560.357 Not Full No -1.443 9.643 A004 8,570.250 0.000 0.000 0.000 8,561.856 Not Full Yes 0.056 8.394 A005 8,571.180 0.000 0.000 0.000 8,564.109 Not Full No -1.221 7.071 A006 8,580.890 0.000 0.000 0.000 8,570.910 Not Full No -1.310 9.980 A007 8,585.550 0.000 0.000 0.000 8,574.154 Not Full No -1.276 11.396 A008 8,592.360 0.000 0.000 0.000 8,581.373 Not Full No -1.307 10.987 A010 8,602.700 638.000 2,420.000 0.000 8,587.410 Not Full No -1.350 15.290 A011 8,605.010 0.000 0.000 0.000 8,590.297 Not Full No -1.293 14.713 A012 8,610.000 0.000 0.000 0.000 8,596.197 Not Full No -1.293 13.803 A013 8,614.920 0.000 0.000 0.000 8,600.657 Not Full No -1.283 14.263 A014 8,618.420 0.000 0.000 0.000 8,605.701 Not Full No -1.279 12.719 A015 8,620.480 0.000 0.000 0.000 8,610.204 Not Full No -1.266 10.276 A016 8,624.940 0.000 0.000 0.000 8,613.864 Not Full No -1.266 11.076 A017 8,627.720 0.000 0.000 0.000 8,616.023 Not Full No -1.247 11.697 A018 8,630.640 0.000 0.000 0.000 8,620.267 Not Full No -1.253 10.373 A019 8,637.540 0.000 0.000 0.000 8,624.966 Not Full No -1.264 12.574 A020 8,642.000 0.000 0.000 0.000 8,629.023 Not Full No -1.237 12.977 A021 8,641.590 0.000 0.000 0.000 8,632.157 Not Full No -1.243 9.433 A022 8,648.790 0.000 0.000 0.000 8,634.841 Not Full No -1.219 13.949 A023 8,643.170 0.000 0.000 0.000 8,635.615 Not Full Yes -0.515 7.555 A024 8,647.510 0.000 0.000 0.000 8,637.640 Not Full No -0.660 9.870 A025 8,654.570 59,004.300 214,821.309 0.000 8,639.604 Not Full Yes -0.456 14.966 B003 8,534.000 0.000 0.000 0.000 8,525.880 Not Full No -1.120 8.120 B004 8,537.200 0.000 0.000 0.000 8,527.670 Not Full No -1.360 9.530 B005 8,538.400 0.000 0.000 0.000 8,530.594 Not Full No -1.286 7.806 B006 8,545.100 0.000 0.000 0.000 8,535.259 Not Full No -1.281 9.841 B007 8,545.500 0.000 0.000 0.000 8,539.391 Not Full Yes 0.091 6.109 B008 8,547.100 39,947.484 148,638.679 0.000 8,539.522 Not Full No -0.978 7.578 B009 8,550.900 0.000 0.000 0.000 8,540.843 Not Full No -1.307 10.057 B010 8,551.600 74,442.972 262,005.302 0.000 8,542.599 Not Full No -1.131 9.001 B011 8,556.200 0.000 0.000 0.000 8,545.763 Not Full No -1.287 10.437 B012 8,557.930 0.000 0.000 0.000 8,548.007 Not Full No -1.143 9.923 B013 8,561.780 6,060.998 22,989.992 0.000 8,551.419 Not Full No -1.361 10.361 Date: Sunday, December 13, 2020, Time: 15:05:17, Page 1 EXISTING WWCS & ULTIMATE LOADING: MANHOLE TABLE ID Rim Elevation (ft) Base Flow (gpd) Total Flow (gpd) Storm Flow (gpd) Grade (ft)Status Hydraulic Jump Surcharge Depth (ft) Unfilled Depth (ft) B014 8,552.110 0.000 0.000 0.000 8,552.110 Full No -1.990 0.000 CHG 8,543.090 0.000 0.000 0.000 8,536.319 Not Full No -0.528 6.771 CM001 8,594.966 0.000 0.000 0.000 8,594.966 Full No 4.929 0.000 CM002 8,595.330 832.300 3,156.999 0.000 8,595.084 Not Full No 1.844 0.245 CM003 8,601.870 7,184.408 27,251.202 0.000 8,595.204 Not Full No 0.484 6.666 CM004 8,602.040 0.000 0.000 0.000 8,595.256 Not Full No 0.266 6.784 CM005 8,634.340 18,559.993 70,399.974 0.000 8,595.402 Not Full No -0.068 38.938 CM006 8,634.540 0.000 0.000 0.000 8,595.457 Not Full No -0.213 39.083 CM007 8,634.820 0.000 0.000 0.000 8,595.533 Not Full No -0.417 39.287 CM008 8,635.390 6,843.998 25,959.991 0.000 8,595.916 Not Full No -0.604 39.474 CM009 8,637.460 0.000 0.000 0.000 8,608.800 Not Full No -0.667 28.660 CM010 8,637.628 0.000 0.000 0.000 8,610.100 Not Full No -0.667 27.528 CM011 8,637.795 0.000 0.000 0.000 8,614.200 Not Full No -0.667 23.595 CM012 8,637.963 0.000 0.000 0.000 8,616.400 Not Full No -0.667 21.563 CM013 8,635.620 0.000 0.000 0.000 8,596.138 Not Full No -0.612 39.482 CM014 8,635.800 28,245.990 107,139.960 0.000 8,596.314 Not Full Yes -0.616 39.486 CM015 8,638.130 0.000 0.000 0.000 8,621.630 Not Full No -0.820 16.500 CM016 8,638.300 0.000 0.000 0.000 8,624.980 Not Full No -0.870 13.320 CM017 8,640.200 0.000 0.000 0.000 8,627.375 Not Full No -0.875 12.825 CM018 8,640.200 0.000 0.000 0.000 8,627.700 Not Full No -0.667 12.500 CM020 8,642.200 0.000 0.000 0.000 8,630.237 Not Full No -0.913 11.963 CM021 8,644.300 0.000 0.000 0.000 8,632.285 Not Full No -0.965 12.015 CM022 8,648.200 0.000 0.000 0.000 8,633.864 Not Full No -0.886 14.336 CM023 8,655.600 0.000 0.000 0.000 8,641.940 Not Full No -1.010 13.660 CM024 8,658.300 16,297.995 61,819.977 0.000 8,643.115 Not Full No -0.835 15.185 CM024A 8,665.200 0.000 0.000 0.000 8,650.677 Not Full No -0.973 14.523 CM025 8,672.100 220,689.997 656,857.522 0.000 8,653.575 Not Full No -0.975 18.525 CM026 8,666.000 0.000 0.000 0.000 8,657.474 Not Full No -0.393 8.526 CM027 8,668.300 0.000 0.000 0.000 8,659.187 Not Full No -0.379 9.113 CM028 8,668.180 0.000 0.000 0.000 8,660.207 Not Full Yes -0.339 7.973 CM028A 8,667.680 0.000 0.000 0.000 8,660.880 Not Full No -0.667 6.800 CM029 8,668.850 0.000 0.000 0.000 8,661.258 Not Full No -0.459 7.592 CM030 8,669.950 0.000 0.000 0.000 8,662.181 Not Full No -0.436 7.769 CM031 8,671.820 0.000 0.000 0.000 8,664.520 Not Full No -0.467 7.300 CM033 8,673.390 0.000 0.000 0.000 8,665.190 Not Full No -0.667 8.200 Date: Sunday, December 13, 2020, Time: 15:05:17, Page 2 EXISTING WWCS & ULTIMATE LOADING: MANHOLE TABLE ID Rim Elevation (ft) Base Flow (gpd) Total Flow (gpd) Storm Flow (gpd) Grade (ft)Status Hydraulic Jump Surcharge Depth (ft) Unfilled Depth (ft) CM034 8,674.640 0.000 0.000 0.000 8,665.405 Not Full Yes -0.401 9.235 CM035 8,675.640 0.000 0.000 0.000 8,665.945 Not Full No -0.462 9.695 CM035A 8,674.540 0.000 0.000 0.000 8,666.540 Not Full No -0.667 8.000 CM036 8,678.790 0.000 0.000 0.000 8,667.243 Not Full No -0.414 11.547 CM037 8,679.460 0.000 0.000 0.000 8,667.634 Not Full Yes -0.393 11.826 CM038 8,681.440 0.000 0.000 0.000 8,668.676 Not Full No -0.431 12.764 CM039 8,681.440 0.000 0.000 0.000 8,669.149 Not Full Yes 0.042 12.291 CM040 8,683.740 0.000 0.000 0.000 8,669.379 Not Full No -0.407 14.361 CM041 8,686.040 57,999.978 211,333.389 0.000 8,670.502 Not Full No -0.405 15.538 E001 8,558.400 0.000 0.000 0.000 8,551.780 Not Full No -0.667 6.620 E002 8,554.820 0.000 0.000 0.000 8,547.740 Not Full No -0.667 7.080 E003 8,549.260 0.000 0.000 0.000 8,541.450 Not Full No -0.667 7.810 E004 8,546.930 23,201.319 88,005.001 0.000 8,539.430 Not Full No 0.033 7.500 E009 8,553.800 7,908.297 29,996.989 0.000 8,544.376 Not Full No 1.439 9.424 E010 8,555.180 0.000 0.000 0.000 8,548.111 Not Full No -0.336 7.069 EC001 8,595.500 2,029.999 7,699.997 0.000 8,595.085 Not Full No 1.918 0.415 EC002 8,597.400 0.000 0.000 0.000 8,595.085 Not Full No 0.519 2.315 EC003 8,601.000 0.000 0.000 0.000 8,596.077 Not Full No -0.590 4.923 EC004 8,603.200 0.000 0.000 0.000 8,597.278 Not Full Yes -0.589 5.922 EC005 8,604.500 0.000 0.000 0.000 8,598.968 Not Full No -0.599 5.532 EC006 8,604.800 0.000 0.000 0.000 8,599.374 Not Full No -0.593 5.426 EC007 8,605.200 0.000 0.000 0.000 8,599.868 Not Full No -0.598 5.332 EC008 8,605.500 4,639.998 17,599.993 0.000 8,600.573 Not Full No -0.594 4.927 EC012 8,606.500 0.000 0.000 0.000 8,603.100 Not Full No -0.667 3.400 EC013 8,606.500 0.000 0.000 0.000 8,603.300 Not Full No -0.667 3.200 EC014 8,608.400 0.000 0.000 0.000 8,605.000 Not Full No -0.667 3.400 EC015 8,609.000 0.000 0.000 0.000 8,605.600 Not Full No -0.667 3.400 EC016 8,609.700 0.000 0.000 0.000 8,606.300 Not Full No -0.667 3.400 EC017 8,610.200 0.000 0.000 0.000 8,606.700 Not Full No -0.667 3.500 EC018 8,610.800 0.000 0.000 0.000 8,607.400 Not Full No -0.667 3.400 EC019 8,611.200 0.000 0.000 0.000 8,607.900 Not Full No -0.667 3.300 EC020 8,615.700 0.000 0.000 0.000 8,612.300 Not Full No -0.667 3.400 EC021 8,616.100 0.000 0.000 0.000 8,612.700 Not Full No -0.667 3.400 EC022 8,611.300 0.000 0.000 0.000 8,608.200 Not Full No -0.667 3.100 EC023 8,612.920 0.000 0.000 0.000 8,609.620 Not Full No -0.667 3.300 Date: Sunday, December 13, 2020, Time: 15:05:17, Page 3 EXISTING WWCS & ULTIMATE LOADING: MANHOLE TABLE ID Rim Elevation (ft) Base Flow (gpd) Total Flow (gpd) Storm Flow (gpd) Grade (ft)Status Hydraulic Jump Surcharge Depth (ft) Unfilled Depth (ft) EMC001 8,659.740 7,351.763 27,885.998 0.000 8,648.459 Not Full No -0.851 11.281 EMC002 8,663.480 0.000 0.000 0.000 8,650.573 Not Full No -0.647 12.907 EMC003 8,667.500 0.000 0.000 0.000 8,651.800 Not Full No -0.480 15.700 EMC004 8,664.730 0.000 0.000 0.000 8,652.927 Not Full No -0.473 11.803 EMC006 8,666.980 0.000 0.000 0.000 8,654.521 Not Full No -0.519 12.459 EMC007 8,664.730 0.000 0.000 0.000 8,655.611 Not Full Yes -0.469 9.119 EMC008 8,674.050 0.000 0.000 0.000 8,656.108 Not Full No -0.632 17.942 EMC009 8,672.600 58.000 220.000 0.000 8,656.197 Not Full No -0.633 16.403 EMC010 8,667.940 0.000 0.000 0.000 8,656.764 Not Full No -0.636 11.176 EMC011 8,669.490 0.000 0.000 0.000 8,657.448 Not Full Yes -0.652 12.042 EMC012 8,667.280 0.000 0.000 0.000 8,658.321 Not Full No -0.719 8.959 EMC013 8,674.580 0.000 0.000 0.000 8,660.419 Not Full No -0.861 14.161 EMC014 8,676.330 0.000 0.000 0.000 8,664.150 Not Full No -0.790 12.180 EMC015 8,678.620 0.000 0.000 0.000 8,666.125 Not Full No -0.775 12.495 EMC015A 8,681.240 0.000 0.000 0.000 8,668.694 Not Full Yes -0.666 12.546 EMC016 8,686.850 0.000 0.000 0.000 8,674.693 Not Full No -0.747 12.157 EMC017 8,689.870 0.000 0.000 0.000 8,677.493 Not Full No -0.767 12.377 EMC018 8,690.930 0.000 0.000 0.000 8,678.070 Not Full No -0.667 12.860 EMC019 8,690.930 1,160.000 4,399.999 0.000 8,678.334 Not Full No -0.736 12.596 EMC031 8,691.920 6,698.997 25,409.990 0.000 8,679.424 Not Full No -0.563 12.496 EMC032 8,694.010 0.000 0.000 0.000 8,686.714 Not Full No -0.623 7.296 EMC033 8,721.710 0.000 0.000 0.000 8,711.814 Not Full No -0.623 9.896 EMC034 8,747.250 0.000 0.000 0.000 8,734.348 Not Full No -0.629 12.902 EMC035 8,747.725 18,095.994 18,095.994 0.000 8,735.009 Not Full No -0.583 12.716 EMN036 8,795.400 25,693.991 97,459.964 0.000 8,786.912 Not Full No -0.604 8.488 EMS001 8,716.206 85,259.967 294,038.571 0.000 8,706.941 Not Full No -0.659 9.265 EMS175 8,699.690 12,527.995 47,519.982 0.000 8,686.765 Not Full No -0.815 12.925 EMS177 8,700.560 0.000 0.000 0.000 8,687.709 Not Full No -0.791 12.851 EMS179 8,707.880 0.000 0.000 0.000 8,698.810 Not Full No -0.850 9.070 EMS180 8,713.640 2,899.999 10,999.996 0.000 8,704.611 Not Full No -0.879 9.029 EMS193 8,714.258 0.000 0.000 0.000 8,705.271 Not Full No -0.659 8.987 EMS195 8,714.638 0.000 0.000 0.000 8,705.681 Not Full No -0.659 8.958 EMS196 8,715.296 0.000 0.000 0.000 8,706.242 Not Full No -0.658 9.054 END2 8,694.430 0.000 0.000 0.000 8,685.280 Not Full No -0.497 9.150 EOF001 8,648.000 0.000 0.000 0.000 8,641.131 Not Full No -0.486 6.869 Date: Sunday, December 13, 2020, Time: 15:05:17, Page 4 EXISTING WWCS & ULTIMATE LOADING: MANHOLE TABLE ID Rim Elevation (ft) Base Flow (gpd) Total Flow (gpd) Storm Flow (gpd) Grade (ft)Status Hydraulic Jump Surcharge Depth (ft) Unfilled Depth (ft) EOF002 8,651.700 0.000 0.000 0.000 8,643.042 Not Full No -0.475 8.658 EOF003 8,650.000 0.000 0.000 0.000 8,643.687 Not Full No -0.480 6.313 EOF004 8,649.200 0.000 0.000 0.000 8,644.380 Not Full No -0.486 4.820 EOF005 8,649.900 0.000 0.000 0.000 8,645.132 Not Full Yes -0.485 4.768 EOF006 8,666.300 0.000 0.000 0.000 8,653.376 Not Full No -0.601 12.924 EOF007 8,677.700 0.000 0.000 0.000 8,666.720 Not Full No -0.597 10.980 EOF008 8,690.400 0.000 0.000 0.000 8,679.618 Not Full No -0.599 10.782 EOF009 8,714.500 0.000 0.000 0.000 8,701.514 Not Full No -0.603 12.986 EOF010 8,735.500 0.000 0.000 0.000 8,728.118 Not Full No -0.598 7.382 EOF011 8,743.800 0.000 0.000 0.000 8,735.779 Not Full No -0.577 8.021 EOF012 8,773.500 0.000 0.000 0.000 8,764.630 Not Full No -0.597 8.870 EOF013 8,777.700 0.000 0.000 0.000 8,768.168 Not Full No -0.549 9.532 EOF014 8,782.000 0.000 0.000 0.000 8,772.465 Not Full No -0.551 9.535 EOF015 8,783.300 0.000 0.000 0.000 8,773.671 Not Full No -0.496 9.629 EOF016 8,786.700 0.000 0.000 0.000 8,774.354 Not Full No -0.503 12.346 EOF017 8,787.700 0.000 0.000 0.000 8,775.432 Not Full No -0.514 12.268 EOF018 8,789.200 0.000 0.000 0.000 8,780.664 Not Full No -0.553 8.536 FM001 8,567.800 655.400 2,485.999 0.000 8,558.251 Not Full No -1.649 9.549 FM002 8,565.270 0.000 0.000 0.000 8,560.344 Not Full Yes 0.574 4.926 FM003 8,569.290 0.000 0.000 0.000 8,565.570 Not Full No 4.947 3.720 FM004 8,573.050 16,312.494 61,874.977 0.000 8,565.683 Not Full No -0.300 7.367 FM005 8,575.010 9,105.996 34,539.987 0.000 8,569.188 Not Full No -0.579 5.822 FM006 8,580.220 0.000 0.000 0.000 8,572.600 Not Full No -0.667 7.620 FM007 8,573.000 0.000 0.000 0.000 8,572.896 Not Full No 5.362 0.104 FM008 8,578.060 86,884.159 298,848.423 0.000 8,578.060 Full No 8.443 0.000 FM009 8,579.330 0.000 0.000 0.000 8,578.122 Not Full No 7.925 1.208 FM010 8,578.440 170,635.935 528,510.894 0.000 8,578.440 Full No 6.833 0.000 FM011 8,583.070 0.000 0.000 0.000 8,583.070 Full No 10.633 0.000 FM012 8,582.450 0.000 0.000 0.000 8,582.450 Full No 9.433 0.000 FM013 8,584.990 0.000 0.000 0.000 8,584.990 Full No 10.733 0.000 FM014 8,586.000 486,276.297 1,279,581.093 0.000 8,586.000 Full No 10.533 0.000 FM015 8,587.770 0.000 0.000 0.000 8,587.770 Full No 10.833 0.000 FM016 8,588.040 0.000 0.000 0.000 8,588.040 Full No 10.233 0.000 FM017 8,589.790 0.000 0.000 0.000 8,589.790 Full No 10.033 0.000 FM018 8,589.840 0.000 0.000 0.000 8,589.840 Full Yes 9.633 0.000 Date: Sunday, December 13, 2020, Time: 15:05:17, Page 5 EXISTING WWCS & ULTIMATE LOADING: MANHOLE TABLE ID Rim Elevation (ft) Base Flow (gpd) Total Flow (gpd) Storm Flow (gpd) Grade (ft)Status Hydraulic Jump Surcharge Depth (ft) Unfilled Depth (ft) FM019 8,594.640 0.000 0.000 0.000 8,594.473 Not Full No 7.766 0.167 GPV001 8,676.825 18,540.318 70,325.344 0.000 8,662.544 Not Full No -0.656 14.281 GPV0019 8,714.880 0.000 0.000 0.000 8,701.587 Not Full No -0.293 13.293 GPV002 8,678.140 0.000 0.000 0.000 8,666.677 Not Full No -0.563 11.463 GPV003 8,682.342 0.000 0.000 0.000 8,670.229 Not Full No -0.471 12.113 GPV004 8,682.708 0.000 0.000 0.000 8,670.768 Not Full No -0.552 11.940 GPV005 8,687.260 0.000 0.000 0.000 8,677.208 Not Full No -0.552 10.052 GPV006 8,690.920 0.000 0.000 0.000 8,679.860 Not Full No -0.390 11.060 GPV007 8,694.430 0.000 0.000 0.000 8,685.280 Not Full No -0.520 9.150 GPV008 8,695.290 0.000 0.000 0.000 8,685.962 Not Full No -0.518 9.328 GPV009 8,695.570 0.000 0.000 0.000 8,686.776 Not Full No -0.464 8.794 GPV010 8,697.770 0.000 0.000 0.000 8,688.728 Not Full No -0.462 9.042 GPV014 8,699.240 0.000 0.000 0.000 8,690.155 Not Full No -0.445 9.085 GPV015 8,700.400 0.000 0.000 0.000 8,691.268 Not Full No -0.452 9.132 GPV016 8,704.000 0.000 0.000 0.000 8,695.401 Not Full No -0.409 8.599 GPV017 8,707.600 0.000 0.000 0.000 8,699.281 Not Full No -0.409 8.319 GPV018 8,708.670 0.000 0.000 0.000 8,699.897 Not Full No -0.383 8.773 GPV020 8,717.700 0.000 0.000 0.000 8,702.551 Not Full No -0.229 15.149 GPV021 8,716.020 658,010.632 1,651,872.898 0.000 8,704.328 Not Full No -0.232 11.692 P001 8,563.100 20,122.652 76,327.299 0.000 8,550.560 Not Full No -0.507 12.540 P005 8,573.700 12,005.995 45,539.983 0.000 8,565.201 Not Full No -0.566 8.499 P006 8,585.900 0.000 0.000 0.000 8,576.000 Not Full No -0.667 9.900 P008 8,589.000 0.000 0.000 0.000 8,571.117 Not Full No -0.550 17.883 P009 8,609.700 0.000 0.000 0.000 8,602.278 Not Full No -0.589 7.422 P010 8,615.000 0.000 0.000 0.000 8,608.015 Not Full No -0.551 6.985 P011 8,624.900 0.000 0.000 0.000 8,615.300 Not Full No -0.567 9.600 P012 8,626.000 0.000 0.000 0.000 8,616.415 Not Full No -0.501 9.585 P013 8,633.000 23,663.991 89,759.966 0.000 8,623.103 Not Full No -0.564 9.897 P014 8,650.000 0.000 0.000 0.000 8,635.000 Not Full No -0.667 15.000 P015 8,668.000 0.000 0.000 0.000 8,657.500 Not Full No -0.667 10.500 P016 8,769.000 0.000 0.000 0.000 8,760.000 Not Full No -0.667 9.000 P017 8,670.000 0.000 0.000 0.000 8,661.000 Not Full No -0.667 9.000 P018 8,684.000 0.000 0.000 0.000 8,676.000 Not Full No -0.667 8.000 P019 8,674.000 0.000 0.000 0.000 8,664.300 Not Full No -0.667 9.700 P020 8,691.000 0.000 0.000 0.000 8,678.840 Not Full No -0.667 12.160 Date: Sunday, December 13, 2020, Time: 15:05:17, Page 6 EXISTING WWCS & ULTIMATE LOADING: MANHOLE TABLE ID Rim Elevation (ft) Base Flow (gpd) Total Flow (gpd) Storm Flow (gpd) Grade (ft)Status Hydraulic Jump Surcharge Depth (ft) Unfilled Depth (ft) P021 8,689.500 0.000 0.000 0.000 8,682.000 Not Full No -0.667 7.500 P022 8,694.000 0.000 0.000 0.000 8,683.500 Not Full No -0.667 10.500 P023 8,700.000 0.000 0.000 0.000 8,692.000 Not Full No -0.667 8.000 Q001 8,532.950 0.000 0.000 0.000 8,525.057 Not Full No 0.237 7.893 Q002 8,531.890 0.000 0.000 0.000 8,525.069 Not Full No 0.479 6.821 Q003 8,535.000 6,147.997 23,319.991 0.000 8,525.168 Not Full Yes -0.732 9.832 Q004 8,534.890 6,727.997 25,519.990 0.000 8,525.438 Not Full Yes -0.952 9.452 Q005 8,539.150 0.000 0.000 0.000 8,533.477 Not Full No -0.406 5.673 Q006 8,543.120 0.000 0.000 0.000 8,537.652 Not Full No -0.301 5.468 Q007 8,544.470 2,030.399 7,702.557 0.000 8,538.424 Not Full Yes -0.179 6.046 Q008 8,538.720 0.000 0.000 0.000 8,531.843 Not Full No -0.544 6.877 Q009 8,544.050 23,287.671 88,333.887 0.000 8,537.286 Not Full No -0.697 6.764 W001 8,571.010 0.000 0.000 0.000 8,564.310 Not Full No -0.667 6.700 W002 8,570.300 54,689.329 67,284.824 0.000 8,563.742 Not Full No -0.525 6.558 W002A 8,572.600 0.000 0.000 0.000 8,565.200 Not Full No -0.667 7.400 W004 8,563.600 52,051.580 64,039.575 0.000 8,560.667 Not Full Yes 1.400 2.933 W005 8,563.680 0.000 0.000 0.000 8,560.667 Not Full No 1.320 3.013 W006 8,564.000 0.000 0.000 0.000 8,560.667 Not Full No 0.000 3.333 W006A 8,564.200 0.000 0.000 0.000 8,560.700 Not Full No -0.667 3.500 W009 8,560.900 23,287.821 88,333.108 0.000 8,555.109 Not Full No 1.243 5.791 W010 8,561.000 0.000 0.000 0.000 8,559.407 Not Full Yes 2.840 1.593 W011 8,564.600 0.000 0.000 0.000 8,560.611 Not Full No 2.445 3.989 W012 8,565.000 7,174.678 8,827.077 0.000 8,561.059 Not Full No 1.792 3.941 W013 8,566.560 11,254.396 13,846.395 0.000 8,561.296 Not Full No -0.531 5.264 W014 8,567.460 25,322.390 31,154.388 0.000 8,562.273 Not Full No -0.553 5.187 W015 8,579.240 35,169.987 43,269.984 0.000 8,573.203 Not Full No -0.543 6.037 W016 8,577.700 52,051.580 64,039.575 0.000 8,571.473 Not Full No -0.483 6.227 W017 8,589.790 0.000 0.000 0.000 8,570.900 Not Full No -0.517 18.890 W018 8,572.900 24,232.121 29,813.019 0.000 8,567.666 Not Full No -0.501 5.234 W019 8,567.400 47,127.782 57,981.778 0.000 8,564.095 Not Full Yes 2.629 3.305 W021 8,564.450 21,743.151 82,474.016 0.000 8,559.789 Not Full No -0.418 4.661 W022 8,568.000 0.000 0.000 0.000 8,562.211 Not Full No -0.455 5.789 W023 8,568.070 20,036.031 75,998.729 0.000 8,562.985 Not Full No -0.451 5.085 W025 8,575.000 35,873.386 44,135.383 0.000 8,567.746 Not Full No -0.321 7.254 W026 8,577.400 47,831.182 58,847.178 0.000 8,569.920 Not Full Yes -0.347 7.480 Date: Sunday, December 13, 2020, Time: 15:05:17, Page 7 EXISTING WWCS & ULTIMATE LOADING: MANHOLE TABLE ID Rim Elevation (ft) Base Flow (gpd) Total Flow (gpd) Storm Flow (gpd) Grade (ft)Status Hydraulic Jump Surcharge Depth (ft) Unfilled Depth (ft) W027 8,580.800 0.000 0.000 0.000 8,574.330 Not Full No -0.437 6.470 W028 8,584.550 77,373.970 95,193.964 0.000 8,579.049 Not Full No -0.468 5.501 W028A 8,587.380 54,865.179 67,501.174 0.000 8,581.509 Not Full No -0.537 5.871 W029 8,586.200 0.000 0.000 0.000 8,579.666 Not Full Yes -0.501 6.534 W030 8,588.510 56,271.979 69,231.974 0.000 8,580.507 Not Full No -0.540 8.003 W031 8,590.820 0.000 0.000 0.000 8,582.820 Not Full No -0.667 8.000 W032 8,597.410 0.000 0.000 0.000 8,592.710 Not Full No -0.667 4.700 W033 8,591.320 0.000 0.000 0.000 8,583.820 Not Full No -0.667 7.500 W034 8,586.700 0.000 0.000 0.000 8,580.000 Not Full No -0.667 6.700 W035 8,582.400 79,484.170 97,790.163 0.000 8,576.756 Not Full No -0.510 5.644 W036 8,579.000 77,373.970 95,193.964 0.000 8,571.923 Not Full No -0.444 7.077 W038 8,571.800 21,156.895 80,250.291 0.000 8,567.932 Not Full No -0.535 3.868 WPR 8,544.050 381,640.176 1,042,855.748 0.000 8,539.251 Not Full No -0.162 4.799 Date: Sunday, December 13, 2020, Time: 15:05:17, Page 8 EXISTING WWCS & ULTIMATE LOADING: PIPE TABLE ID From ID To ID Diameter (in) Length (ft)Slope Total Flow (gpd) Unpeakable Flow (gpd) Peakable Flow (gpd) Coverage Flow (gpd) Infiltration Flow (gpd) Storm Flow (gpd)Flow Type 0 W006A W006 8.000 139.400 0.004 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 1 W012 W011 8.000 46.100 0.022 770,060.242 582,933.689 48,473.082 0.000 0.000 0.000 Pressurized 10 W027 W026 8.000 322.700 0.011 231,927.112 174,039.134 14,471.995 0.000 0.000 0.000 Free Surface 100 FM011 FM008 8.000 291.400 0.010 2,049,757.104 58,592.376 791,008.576 0.000 0.000 0.000 Pressurized 1001 W033 W028A 8.000 272.600 0.009 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 1003 FM018 FM017 8.000 78.500 0.003 1,000,457.716 25,056.228 338,268.427 0.000 0.000 0.000 Pressurized 1005 W006 W005 8.000 108.700 0.011 0.000 0.000 0.000 0.000 0.000 0.000 Pressurized 1007 EMS001 EMS196 12.000 227.600 0.002 294,038.571 5,879.997 79,379.970 0.000 0.000 0.000 Free Surface 1009 EMS196 EMS195 12.000 164.400 0.002 294,038.571 5,879.997 79,379.970 0.000 0.000 0.000 Free Surface 101 FM004 FM003 10.000 101.400 0.053 2,613,092.615 78,105.381 1,054,434.155 0.000 0.000 0.000 Free Surface 1011 EMS195 EMS193 12.000 95.000 0.002 294,038.571 5,879.997 79,379.970 0.000 0.000 0.000 Free Surface 1013 EMS193 EMS180 12.000 154.600 0.002 294,038.571 5,879.997 79,379.970 0.000 0.000 0.000 Free Surface 1015 EMC035 EMC034 8.000 118.700 0.004 18,095.994 18,095.994 0.000 0.000 0.000 0.000 Free Surface 108 GPV003 GPV002 12.000 233.000 0.014 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 109 GPV002 GPV001 12.000 145.300 0.028 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 11 W028A W028 8.000 261.290 0.009 67,501.174 50,653.180 4,211.998 0.000 0.000 0.000 Free Surface 110 GPV001 EMC008 12.000 92.700 0.071 1,691,111.102 46,658.786 629,892.165 0.000 0.000 0.000 Free Surface 111 EMC008 EMC007 15.000 80.600 0.008 1,935,739.215 72,244.777 731,007.127 0.000 0.000 0.000 Free Surface 112 EMC007 EMC006 15.000 173.800 0.004 1,935,739.215 72,244.777 731,007.127 0.000 0.000 0.000 Free Surface 113 EMC006 EMC004 15.000 329.300 0.004 1,935,739.215 72,244.777 731,007.127 0.000 0.000 0.000 Free Surface 114 EMC004 EMC003 15.000 240.100 0.004 1,935,739.215 72,244.777 731,007.127 0.000 0.000 0.000 Free Surface 115 EMC003 EMC002 15.000 250.000 0.004 1,935,739.215 72,244.777 731,007.127 0.000 0.000 0.000 Free Surface 116 EMC002 EMC001 15.000 202.800 0.008 1,935,739.215 72,244.777 731,007.127 0.000 0.000 0.000 Free Surface 117 EMC001 A025 15.000 235.500 0.038 1,950,892.844 72,751.795 737,851.872 0.000 0.000 0.000 Free Surface 119 EMC009 EMC008 12.000 65.100 0.003 378,845.256 25,585.991 101,114.962 0.000 0.000 0.000 Free Surface 12 W030 W029 8.000 73.700 0.011 69,231.974 51,951.981 4,319.998 0.000 0.000 0.000 Free Surface 120 EMC010 EMC009 12.000 174.000 0.003 378,682.386 25,581.991 101,060.962 0.000 0.000 0.000 Free Surface 121 EMC011 EMC010 12.000 176.600 0.003 378,682.386 25,581.991 101,060.962 0.000 0.000 0.000 Free Surface 122 EMC012 EMC011 12.000 116.600 0.008 378,682.386 25,581.991 101,060.962 0.000 0.000 0.000 Free Surface 123 EMC013 EMC012 12.000 15.800 0.132 378,682.386 25,581.991 101,060.962 0.000 0.000 0.000 Free Surface 124 EMC014 EMC013 12.000 144.500 0.024 378,682.386 25,581.991 101,060.962 0.000 0.000 0.000 Free Surface 125 EMC015 EMC014 12.000 97.300 0.019 378,682.386 25,581.991 101,060.962 0.000 0.000 0.000 Free Surface 126 EMC016 EMC015A 12.000 507.800 0.012 378,682.386 25,581.991 101,060.962 0.000 0.000 0.000 Free Surface 127 EMC017 EMC016 12.000 163.600 0.016 378,682.386 25,581.991 101,060.962 0.000 0.000 0.000 Free Surface 128 EMC019 EMC017 12.000 77.700 0.010 378,682.386 25,581.991 101,060.962 0.000 0.000 0.000 Free Surface 129 EMC018 EMC017 8.000 31.000 0.025 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 13 W031 W030 8.000 135.100 0.017 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 130 EMS175 EMC019 12.000 257.900 0.033 338,517.609 6,943.997 93,743.965 0.000 0.000 0.000 Free Surface 131 EMS177 EMS175 12.000 50.800 0.016 302,626.579 6,079.997 82,079.969 0.000 0.000 0.000 Free Surface 132 EMS180 EMS179 12.000 38.200 0.150 302,626.579 6,079.997 82,079.969 0.000 0.000 0.000 Free Surface 14 W032 W031 8.000 474.810 0.020 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 146 EMC031 EMC019 8.000 115.300 0.010 43,505.984 18,557.993 6,236.998 0.000 0.000 0.000 Free Surface 147 EMC032 EMC031 8.000 115.300 0.062 18,095.994 18,095.994 0.000 0.000 0.000 0.000 Free Surface Date: Monday, December 14, 2020, Time: 07:55:27, Page 1 EXISTING WWCS & ULTIMATE LOADING: PIPE TABLE ID From ID To ID Diameter (in) Length (ft)Slope Total Flow (gpd) Unpeakable Flow (gpd) Peakable Flow (gpd) Coverage Flow (gpd) Infiltration Flow (gpd) Storm Flow (gpd)Flow Type 148 EMC033 EMC032 8.000 400.000 0.063 18,095.994 18,095.994 0.000 0.000 0.000 0.000 Free Surface 149 EMC034 EMC033 8.000 193.300 0.115 18,095.994 18,095.994 0.000 0.000 0.000 0.000 Free Surface 15 W010 W009 8.000 325.200 0.008 898,566.472 681,480.101 56,667.579 0.000 0.000 0.000 Pressurized 16 CHG Q008 8.000 365.500 0.012 88,333.887 1,605.599 21,682.072 0.000 0.000 0.000 Free Surface 2 W013 W012 8.000 390.300 0.004 45,000.784 33,768.788 2,807.999 0.000 0.000 0.000 Free Surface 20 P020 P019 8.000 189.400 0.077 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 21 P021 P020 8.000 334.700 0.009 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 22 P018 P017 8.000 172.700 0.087 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 284 A021 A020 21.000 269.200 0.011 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 290 EOF001 A025 8.000 365.000 0.005 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 291 EOF002 EOF001 8.000 345.100 0.004 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 292 EOF003 EOF002 8.000 101.000 0.004 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 293 EOF004 EOF003 8.000 87.600 0.005 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 294 EOF005 EOF004 8.000 109.700 0.005 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 295 EOF006 EOF005 8.000 25.700 0.318 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 296 EOF007 EOF006 8.000 29.600 0.248 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 297 EOF008 EOF007 8.000 30.300 0.287 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 298 EOF009 EOF008 8.000 49.500 0.366 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 299 EOF010 EOF009 8.000 75.300 0.273 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 3 W014 W013 8.000 224.800 0.004 31,154.388 23,378.391 1,943.999 0.000 0.000 0.000 Free Surface 300 EOF011 EOF010 8.000 80.400 0.089 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 301 EOF012 EOF011 8.000 112.800 0.247 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 302 EOF013 EOF012 8.000 115.100 0.029 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 303 EOF014 EOF013 8.000 132.400 0.031 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 304 EOF015 EOF014 8.000 148.600 0.006 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 305 EOF016 EOF015 8.000 78.100 0.008 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 306 EOF017 EOF016 8.000 88.400 0.010 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 307 EOF018 EOF017 8.000 156.000 0.033 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 308 EMN036 EOF018 8.000 15.000 0.401 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 34 P016 P015 8.000 171.100 0.599 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 35 E010 E009 8.000 71.400 0.074 1,143,561.782 687,426.584 136,944.994 0.000 0.000 0.000 Free Surface 36 B003 B002 24.000 194.500 0.007 5,486,728.686 855,429.185 2,160,694.228 0.000 0.000 0.000 Free Surface 37 B004 B003 24.000 81.800 0.024 5,486,728.686 855,429.185 2,160,694.228 0.000 0.000 0.000 Free Surface 38 B005 B004 24.000 178.300 0.016 5,486,728.686 855,429.185 2,160,694.228 0.000 0.000 0.000 Free Surface 39 B006 B005 24.000 284.000 0.016 5,486,728.686 855,429.185 2,160,694.228 0.000 0.000 0.000 Free Surface 4 W016 W017 8.000 77.100 0.007 107,309.559 80,525.569 6,695.997 0.000 0.000 0.000 Free Surface 40 B007 B006 24.000 76.000 0.000 5,486,728.686 855,429.185 2,160,694.228 0.000 0.000 0.000 Pressurized 41 Q001 B002 18.000 23.700 -0.010 1,255,871.149 32,801.356 442,825.523 0.000 0.000 0.000 Pressurized 42 Q002 Q001 18.000 40.500 -0.006 1,255,871.149 32,801.356 442,825.523 0.000 0.000 0.000 Pressurized 43 Q004 Q003 18.000 121.300 0.003 1,189,921.141 30,771.757 415,419.453 0.000 0.000 0.000 Free Surface 44 B008 B007 24.000 110.000 0.010 5,446,194.922 853,829.094 2,139,093.001 0.000 0.000 0.000 Free Surface 45 B009 B008 24.000 206.600 0.017 5,376,283.954 851,074.096 2,101,900.515 0.000 0.000 0.000 Free Surface 452 W002 W004 8.000 773.100 0.006 67,284.824 50,490.831 4,198.498 0.000 0.000 0.000 Free Surface Date: Monday, December 14, 2020, Time: 07:55:27, Page 2 EXISTING WWCS & ULTIMATE LOADING: PIPE TABLE ID From ID To ID Diameter (in) Length (ft)Slope Total Flow (gpd) Unpeakable Flow (gpd) Peakable Flow (gpd) Coverage Flow (gpd) Infiltration Flow (gpd) Storm Flow (gpd)Flow Type 46 B010 B009 24.000 211.100 0.007 5,376,283.954 851,074.096 2,101,900.515 0.000 0.000 0.000 Free Surface 460 B014 B013 24.000 182.600 0.007 4,282,775.305 157,550.113 1,882,640.652 0.000 0.000 0.000 Free Surface 461 A020 A019 21.000 368.400 0.010 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 463 E009 B010 8.000 93.900 0.006 1,164,882.411 687,971.984 144,307.891 0.000 0.000 0.000 Pressurized 464 CM003 CM002 15.000 253.500 0.005 982,961.990 24,538.829 331,283.529 0.000 0.000 0.000 Pressurized 465 Q003 Q002 18.000 338.600 0.004 1,255,871.149 32,801.356 442,825.523 0.000 0.000 0.000 Free Surface 466 P023 P022 8.000 249.200 0.034 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 467 P022 P019 8.000 339.800 0.057 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 468 P014 P013 8.000 255.200 0.047 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 469 P012 P011 8.000 170.800 0.006 89,759.966 1,631.999 22,031.992 0.000 0.000 0.000 Free Surface 47 B011 B010 24.000 336.500 0.010 4,293,576.552 157,968.113 1,888,283.650 0.000 0.000 0.000 Free Surface 470 P011 P010 8.000 151.000 0.048 89,759.966 1,631.999 22,031.992 0.000 0.000 0.000 Free Surface 471 P010 P009 8.000 212.400 0.026 89,759.966 1,631.999 22,031.992 0.000 0.000 0.000 Free Surface 472 P009 P008 8.000 234.600 0.133 89,759.966 1,631.999 22,031.992 0.000 0.000 0.000 Free Surface 473 P008 P005 8.000 231.200 0.025 89,759.966 1,631.999 22,031.992 0.000 0.000 0.000 Free Surface 474 FM003 FM002 10.000 180.300 0.005 2,613,092.615 78,105.381 1,054,434.155 0.000 0.000 0.000 Pressurized 475 FM002 FM001 12.000 122.500 0.006 2,613,092.615 78,105.381 1,054,434.155 0.000 0.000 0.000 Pressurized 48 B012 B011 24.000 379.500 0.005 4,293,576.552 157,968.113 1,888,283.650 0.000 0.000 0.000 Free Surface 49 B013 B012 24.000 243.300 0.015 4,293,576.552 157,968.113 1,888,283.650 0.000 0.000 0.000 Free Surface 5 W018 W019 8.000 399.100 0.017 137,122.577 102,897.390 8,556.297 0.000 0.000 0.000 Free Surface 50 A001 B014 24.000 113.600 0.033 4,282,775.305 157,550.113 1,882,640.652 0.000 0.000 0.000 Free Surface 51 FM001 A001 24.000 32.600 0.060 2,614,370.717 78,150.581 1,055,044.355 0.000 0.000 0.000 Free Surface 510 CM004 CM003 15.000 114.400 0.001 966,207.596 24,043.353 324,594.598 0.000 0.000 0.000 Pressurized 511 CM005 CM004 15.000 318.300 0.002 966,207.596 24,043.353 324,594.598 0.000 0.000 0.000 Free Surface 512 CM006 CM005 15.000 131.800 0.002 922,586.456 22,763.353 307,314.604 0.000 0.000 0.000 Free Surface 513 CM007 CM006 15.000 183.200 0.002 922,586.456 22,763.353 307,314.604 0.000 0.000 0.000 Free Surface 514 CM008 CM007 15.000 384.600 0.001 922,586.456 22,763.353 307,314.604 0.000 0.000 0.000 Free Surface 515 CM009 CM008 8.000 184.900 0.012 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 516 CM010 CM009 8.000 111.700 0.010 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 517 CM011 CM010 8.000 400.000 0.010 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 518 CM012 CM011 8.000 52.200 0.038 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 519 CM013 CM008 15.000 154.500 0.001 906,398.640 22,291.353 300,942.607 0.000 0.000 0.000 Free Surface 52 A002 A001 24.000 241.300 0.009 2,147,660.174 79,399.533 827,596.297 0.000 0.000 0.000 Free Surface 520 CM014 CM013 15.000 118.300 0.002 906,398.640 22,291.353 300,942.607 0.000 0.000 0.000 Free Surface 521 CM015 CM014 15.000 132.600 0.005 839,057.370 20,343.353 274,644.617 0.000 0.000 0.000 Free Surface 522 CM016 CM015 15.000 379.000 0.008 839,057.370 20,343.353 274,644.617 0.000 0.000 0.000 Free Surface 523 CM017 CM016 15.000 247.300 0.009 839,057.370 20,343.353 274,644.617 0.000 0.000 0.000 Free Surface 524 CM018 CM017 8.000 30.700 0.016 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 525 CM020 CM017 15.000 199.800 0.014 839,057.370 20,343.353 274,644.617 0.000 0.000 0.000 Free Surface 526 CM021 CM020 15.000 76.300 0.026 839,057.370 20,343.353 274,644.617 0.000 0.000 0.000 Free Surface 527 CM022 CM021 15.000 140.200 0.010 839,057.370 20,343.353 274,644.617 0.000 0.000 0.000 Free Surface 528 CM023 CM022 15.000 154.800 0.052 839,057.370 20,343.353 274,644.617 0.000 0.000 0.000 Free Surface 529 CM024 CM023 15.000 132.000 0.006 839,057.370 20,343.353 274,644.617 0.000 0.000 0.000 Free Surface Date: Monday, December 14, 2020, Time: 07:55:27, Page 3 EXISTING WWCS & ULTIMATE LOADING: PIPE TABLE ID From ID To ID Diameter (in) Length (ft)Slope Total Flow (gpd) Unpeakable Flow (gpd) Peakable Flow (gpd) Coverage Flow (gpd) Infiltration Flow (gpd) Storm Flow (gpd)Flow Type 53 A003 A002 24.000 237.900 0.006 2,147,660.174 79,399.533 827,596.297 0.000 0.000 0.000 Free Surface 54 FM012 FM011 8.000 56.100 0.009 0.000 0.000 0.000 0.000 0.000 0.000 Pressurized 55 A005 A004 21.000 408.900 0.009 2,125,260.114 78,637.059 817,302.900 0.000 0.000 0.000 Free Surface 56 A006 A005 21.000 372.700 0.019 2,125,260.114 78,637.059 817,302.900 0.000 0.000 0.000 Free Surface 57 A007 A006 21.000 212.200 0.014 2,125,260.114 78,637.059 817,302.900 0.000 0.000 0.000 Free Surface 58 FM014 FM013 8.000 210.500 0.005 2,049,757.104 58,592.376 791,008.576 0.000 0.000 0.000 Pressurized 581 GPV004 GPV003 12.000 20.300 0.026 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 582 GPV005 GPV004 12.000 252.400 0.026 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 583 GPV006 GPV005 12.000 246.800 0.009 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 584 END2 GPV007 8.000 8.800 0.023 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 585 GPV008 GPV007 12.000 28.900 0.020 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 586 GPV009 GPV008 12.000 46.400 0.014 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 587 GPV010 GPV009 12.000 128.900 0.014 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 588 GPV014 GPV010 12.000 99.600 0.012 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 589 GPV015 GPV014 12.000 71.700 0.013 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 59 FM015 FM014 8.000 272.700 0.005 1,000,457.716 25,056.228 338,268.427 0.000 0.000 0.000 Pressurized 590 GPV016 GPV015 12.000 383.800 0.010 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 591 GPV017 GPV016 12.000 383.800 0.010 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 592 GPV018 GPV017 12.000 66.400 0.009 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 593 GPV0019 GPV018 12.000 247.100 0.006 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 6 W019 W012 8.000 360.500 0.006 717,387.506 542,541.023 45,114.283 0.000 0.000 0.000 Pressurized 61 FM016 FM015 8.000 71.100 0.009 1,000,457.716 25,056.228 338,268.427 0.000 0.000 0.000 Pressurized 62 FM017 FM016 8.000 171.400 0.010 1,000,457.716 25,056.228 338,268.427 0.000 0.000 0.000 Pressurized 63 FM019 FM018 8.000 331.900 0.015 1,000,457.716 25,056.228 338,268.427 0.000 0.000 0.000 Pressurized 632 A004 A003 24.000 307.900 0.000 2,125,260.114 78,637.059 817,302.900 0.000 0.000 0.000 Pressurized 633 Q006 Q005 10.000 370.500 0.011 1,174,785.801 30,307.758 409,155.456 0.000 0.000 0.000 Free Surface 634 P001 Q007 8.000 267.400 0.043 203,667.492 3,847.768 51,944.870 0.000 0.000 0.000 Free Surface 637 CM024A CM024 15.000 286.000 0.027 799,903.705 19,219.353 259,470.622 0.000 0.000 0.000 Free Surface 638 CM025 CM024A 15.000 97.900 0.028 799,903.705 19,219.353 259,470.622 0.000 0.000 0.000 Free Surface 639 CM026 CM025 8.000 381.600 0.005 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface 64 CM001 FM019 8.000 217.000 0.014 1,000,457.716 25,056.228 338,268.427 0.000 0.000 0.000 Pressurized 640 CM027 CM026 8.000 359.900 0.004 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface 641 CM028 CM027 8.000 295.100 0.003 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface 642 CM029 CM028 8.000 83.600 0.014 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface 643 CM030 CM029 8.000 96.700 0.009 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface 644 CM031 CM030 8.000 145.100 0.016 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface 645 CM033 CM031 8.000 147.600 0.006 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 647 CM034 CM031 8.000 147.000 0.006 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface 648 CM035 CM034 8.000 40.800 0.015 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface 649 CM036 CM035 8.000 187.700 0.007 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface 65 CM002 CM001 15.000 242.900 0.007 1,000,457.716 25,056.228 338,268.427 0.000 0.000 0.000 Pressurized 650 CM037 CM036 8.000 74.500 0.005 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface 651 CM038 CM037 8.000 124.800 0.009 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface Date: Monday, December 14, 2020, Time: 07:55:27, Page 4 EXISTING WWCS & ULTIMATE LOADING: PIPE TABLE ID From ID To ID Diameter (in) Length (ft)Slope Total Flow (gpd) Unpeakable Flow (gpd) Peakable Flow (gpd) Coverage Flow (gpd) Infiltration Flow (gpd) Storm Flow (gpd)Flow Type 652 CM039 CM038 8.000 68.100 0.000 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Pressurized 653 CM040 CM039 8.000 112.500 0.006 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface 654 CM041 CM040 8.000 192.300 0.006 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface 66 A008 A007 21.000 380.100 0.019 2,125,260.114 78,637.059 817,302.900 0.000 0.000 0.000 Free Surface 660 GPV021 GPV020 12.000 338.100 0.005 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 661 GPV020 GPV0019 12.000 162.200 0.005 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 67 A010 A008 21.000 212.100 0.028 2,125,260.114 78,637.059 817,302.900 0.000 0.000 0.000 Free Surface 672 CM035A CM035 8.000 248.000 0.003 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 677 W029 W028 8.000 130.300 0.004 69,231.974 51,951.981 4,319.998 0.000 0.000 0.000 Free Surface 678 W011 W010 8.000 107.000 0.014 898,566.472 681,480.101 56,667.579 0.000 0.000 0.000 Pressurized 679 Q009 CHG 10.000 80.000 0.010 88,333.887 1,605.599 21,682.072 0.000 0.000 0.000 Free Surface 681 W028 W027 8.000 199.200 0.023 231,927.112 174,039.134 14,471.995 0.000 0.000 0.000 Free Surface 682 W026 W025 8.000 330.500 0.006 290,774.290 218,198.317 18,143.993 0.000 0.000 0.000 Free Surface 683 W035 W036 8.000 399.800 0.011 97,790.163 73,382.172 6,101.998 0.000 0.000 0.000 Free Surface 684 W017 W018 8.000 173.500 0.015 107,309.559 80,525.569 6,695.997 0.000 0.000 0.000 Free Surface 685 W001 W002 8.000 176.400 0.003 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 687 W005 W004 8.000 18.800 0.004 0.000 0.000 0.000 0.000 0.000 0.000 Pressurized 688 Q008 Q003 8.000 362.400 0.020 88,333.887 1,605.599 21,682.072 0.000 0.000 0.000 Free Surface 689 Q005 Q004 10.000 184.600 0.021 1,174,785.801 30,307.758 409,155.456 0.000 0.000 0.000 Free Surface 69 A011 A010 21.000 161.400 0.016 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 690 Q007 Q006 10.000 86.700 0.006 1,174,785.801 30,307.758 409,155.456 0.000 0.000 0.000 Free Surface 691 P005 P001 8.000 98.100 0.120 133,783.306 2,459.999 33,209.987 0.000 0.000 0.000 Free Surface 693 P006 P005 8.000 177.500 0.061 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 697 P013 P012 8.000 158.400 0.042 89,759.966 1,631.999 22,031.992 0.000 0.000 0.000 Free Surface 698 P015 P014 8.000 275.900 0.056 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 699 P017 P015 8.000 218.500 0.016 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 7 W025 W019 8.000 375.100 0.016 526,470.012 396,133.849 32,939.988 0.000 0.000 0.000 Free Surface 70 A012 A011 21.000 348.600 0.016 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 700 P019 P017 8.000 237.400 0.014 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 702 FM010 FM009 8.000 202.900 0.006 528,510.894 11,767.995 158,867.940 0.000 0.000 0.000 Pressurized 71 A013 A012 21.000 284.100 0.015 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 72 A014 A013 21.000 332.000 0.015 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 73 A015 A014 21.000 328.900 0.013 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 74 A016 A015 21.000 264.500 0.013 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 75 A017 A016 21.000 172.500 0.011 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 76 A018 A017 21.000 343.800 0.012 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 77 A019 A018 21.000 351.000 0.013 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 78 E002 E003 8.000 202.100 0.031 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 79 E001 E002 8.000 129.900 0.031 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 8 W036 W025 8.000 399.800 0.011 192,984.127 144,816.145 12,041.995 0.000 0.000 0.000 Free Surface 80 W004 W011 8.000 230.000 0.004 131,324.400 98,546.412 8,194.497 0.000 0.000 0.000 Pressurized 81 E003 E004 8.000 84.400 0.031 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 82 E004 B007 8.000 357.100 0.004 88,005.001 1,600.091 21,601.227 0.000 0.000 0.000 Pressurized Date: Monday, December 14, 2020, Time: 07:55:27, Page 5 EXISTING WWCS & ULTIMATE LOADING: PIPE TABLE ID From ID To ID Diameter (in) Length (ft)Slope Total Flow (gpd) Unpeakable Flow (gpd) Peakable Flow (gpd) Coverage Flow (gpd) Infiltration Flow (gpd) Storm Flow (gpd)Flow Type 83 FM006 FM005 8.000 367.600 0.009 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 84 A022 A021 21.000 237.900 0.009 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 85 A023 A022 15.000 92.700 0.005 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 86 A024 A023 15.000 199.300 0.011 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 87 A025 A024 15.000 400.000 0.004 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 88 W038 W023 8.000 349.500 0.014 80,250.291 1,459.097 19,697.799 0.000 0.000 0.000 Free Surface 9 W034 W035 8.000 339.100 0.010 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 91 W023 W022 8.000 103.000 0.007 152,963.978 2,840.896 38,352.031 0.000 0.000 0.000 Free Surface 922 W015 W016 8.000 381.400 0.005 43,269.984 32,469.988 2,699.999 0.000 0.000 0.000 Free Surface 926 WPR Q007 10.000 149.400 0.005 1,042,855.748 26,320.310 355,319.866 0.000 0.000 0.000 Free Surface 93 W022 W021 8.000 292.800 0.008 152,963.978 2,840.896 38,352.031 0.000 0.000 0.000 Free Surface 94 W021 W009 8.000 399.800 0.010 227,928.967 4,340.425 58,595.653 0.000 0.000 0.000 Free Surface 956 EC023 EC022 8.000 117.100 0.011 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 957 EC022 EC019 8.000 31.300 0.006 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 958 EC020 EC019 8.000 169.600 0.025 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 959 EC019 EC018 8.000 26.200 0.015 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 96 W009 E010 8.000 311.300 0.017 1,143,561.782 687,426.584 136,944.994 0.000 0.000 0.000 Pressurized 960 EC018 EC017 8.000 47.300 0.013 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 961 EC017 EC016 8.000 38.400 0.008 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 962 EC016 EC015 8.000 50.400 0.010 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 963 EC015 EC014 8.000 50.200 0.010 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 964 EC014 EC013 8.000 57.300 0.028 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 965 EC013 EC012 8.000 83.500 0.001 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 966 EC012 EC008 8.000 73.800 0.033 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 967 EC021 EC020 8.000 21.100 0.014 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 968 CM028A CM028 8.000 152.300 0.007 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 97 FM007 FM004 10.000 244.200 0.006 2,563,469.433 76,352.381 1,030,768.664 0.000 0.000 0.000 Pressurized 972 EC008 EC007 8.000 87.100 0.007 17,599.993 320.000 4,319.998 0.000 0.000 0.000 Free Surface 973 EC005 EC004 8.000 172.700 0.009 17,599.993 320.000 4,319.998 0.000 0.000 0.000 Free Surface 974 EC006 EC005 8.000 46.700 0.006 17,599.993 320.000 4,319.998 0.000 0.000 0.000 Free Surface 975 EC007 EC006 8.000 45.000 0.009 17,599.993 320.000 4,319.998 0.000 0.000 0.000 Free Surface 976 EC003 EC002 8.000 368.500 0.005 17,599.993 320.000 4,319.998 0.000 0.000 0.000 Free Surface 977 EC004 EC003 8.000 214.600 0.005 17,599.993 320.000 4,319.998 0.000 0.000 0.000 Free Surface 978 EC002 EC001 8.000 139.800 0.009 17,599.993 320.000 4,319.998 0.000 0.000 0.000 Pressurized 979 EC001 CM002 8.000 49.060 0.008 25,299.990 459.999 6,209.998 0.000 0.000 0.000 Pressurized 98 FM009 FM008 8.000 15.800 0.036 528,510.894 11,767.995 158,867.940 0.000 0.000 0.000 Pressurized 989 W002A W002 8.000 226.100 0.007 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 99 FM005 FM004 8.000 321.700 0.012 34,539.987 628.000 8,477.997 0.000 0.000 0.000 Free Surface 991 GPV007 GPV006 12.000 230.900 0.024 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 993 EMC015A EMC015 12.000 507.800 0.005 378,682.386 25,581.991 101,060.962 0.000 0.000 0.000 Free Surface 995 EMS179 EMS177 12.000 151.400 0.073 302,626.579 6,079.997 82,079.969 0.000 0.000 0.000 Free Surface 997 FM008 FM007 8.000 275.200 0.008 2,563,469.433 76,352.381 1,030,768.664 0.000 0.000 0.000 Pressurized 999 FM013 FM011 8.000 224.100 0.008 2,049,757.104 58,592.376 791,008.576 0.000 0.000 0.000 Pressurized Date: Monday, December 14, 2020, Time: 07:55:27, Page 6 EXISTING WWCS & ULTIMATE LOADING: PIPE TABLE ID Velocity (ft/s)d/D q/Q Water Depth (ft) Critical Depth (ft) Froude Number Full Flow (gpd) Coverage Count Backwater Adjustment Adjusted Depth (ft) Adjusted Velocity (ft/s) 0 0.000 0.000 0.000 0.000 0.000 0.000 556,554.688 0.000 Yes 0.283 0.000 1 5.475 0.598 0.668 0.398 0.517 1.673 1,153,323.227 0.000 Yes 0.667 3.413 10 3.366 0.345 0.255 0.230 0.278 1.446 908,374.610 0.000 No 0.230 3.366 100 9.086 1.000 2.461 0.667 0.536 1.961 833,051.774 0.000 Yes 0.667 9.086 1001 0.000 0.000 0.000 0.000 0.000 0.000 725,515.181 0.000 Yes 0.015 0.000 1003 4.435 1.000 2.264 0.667 0.390 0.957 441,912.898 0.000 Yes 0.667 4.435 1005 0.000 0.000 0.000 0.000 0.000 0.000 829,595.990 0.000 Yes 0.667 0.000 1007 1.921 0.341 0.251 0.341 0.279 0.678 1,172,316.941 0.000 No 0.341 1.921 1009 1.919 0.342 0.251 0.342 0.279 0.677 1,170,432.875 0.000 No 0.342 1.919 101 10.969 0.640 0.740 0.533 0.804 2.848 3,533,063.576 0.000 Yes 0.833 7.413 1011 1.926 0.341 0.250 0.341 0.279 0.680 1,175,963.961 0.000 No 0.341 1.926 1013 1.922 0.341 0.251 0.341 0.279 0.678 1,172,953.732 0.000 No 0.341 1.922 1015 1.102 0.126 0.034 0.084 0.075 0.810 536,642.486 0.000 No 0.084 1.102 108 6.058 0.529 0.550 0.529 0.685 1.642 3,003,570.609 0.000 No 0.529 6.058 109 7.738 0.437 0.396 0.437 0.685 2.364 4,170,652.859 0.000 No 0.437 7.738 11 2.192 0.194 0.083 0.129 0.147 1.285 818,098.035 0.000 No 0.129 2.192 110 10.940 0.344 0.254 0.344 0.693 3.842 6,648,550.177 0.000 Yes 0.401 8.889 111 4.950 0.495 0.491 0.618 0.696 1.254 3,945,240.621 0.000 Yes 0.675 4.432 112 3.711 0.625 0.715 0.781 0.696 0.801 2,708,613.621 0.000 No 0.781 3.711 113 4.019 0.585 0.645 0.731 0.696 0.911 2,998,896.520 0.000 No 0.731 4.019 114 3.734 0.622 0.709 0.777 0.696 0.809 2,729,855.417 0.000 No 0.777 3.734 115 3.773 0.616 0.700 0.770 0.696 0.823 2,765,970.663 0.000 No 0.770 3.773 116 5.109 0.482 0.470 0.603 0.696 1.314 4,115,289.193 0.000 No 0.603 5.109 117 8.951 0.319 0.221 0.399 0.699 2.932 8,845,749.745 0.000 Yes 0.451 7.558 119 2.240 0.367 0.288 0.367 0.318 0.758 1,315,200.381 0.000 Yes 0.413 1.916 12 2.311 0.190 0.079 0.127 0.149 1.369 872,724.493 0.000 No 0.127 2.311 120 2.271 0.364 0.282 0.364 0.318 0.773 1,340,776.983 0.000 No 0.364 2.271 121 2.413 0.348 0.260 0.348 0.318 0.842 1,457,895.661 0.000 No 0.348 2.413 122 3.240 0.281 0.172 0.281 0.318 1.273 2,197,445.675 0.000 Yes 0.294 3.036 123 8.828 0.139 0.042 0.139 0.318 5.026 9,075,055.544 0.000 No 0.139 8.828 124 4.884 0.210 0.097 0.210 0.318 2.243 3,914,838.722 0.000 No 0.210 4.884 125 4.439 0.225 0.111 0.225 0.318 1.967 3,420,782.342 0.000 No 0.225 4.439 126 3.744 0.253 0.141 0.253 0.318 1.556 2,691,463.426 0.000 No 0.253 3.744 127 4.218 0.233 0.119 0.233 0.318 1.834 3,183,299.163 0.000 No 0.233 4.218 128 3.525 0.264 0.153 0.264 0.318 1.431 2,473,673.944 0.000 No 0.264 3.525 129 0.000 0.000 0.000 0.000 0.000 0.000 1,328,279.765 0.000 Yes 0.091 0.000 13 0.000 0.000 0.000 0.000 0.000 0.000 1,116,461.783 0.000 Yes 0.013 0.000 130 5.228 0.185 0.075 0.185 0.300 2.566 4,516,671.390 0.000 No 0.185 5.228 131 3.929 0.209 0.096 0.209 0.283 1.809 3,158,325.022 0.000 No 0.209 3.929 132 8.636 0.121 0.031 0.121 0.283 5.281 9,678,599.090 0.000 No 0.121 8.636 14 0.000 0.000 0.000 0.000 0.000 0.000 1,205,627.047 0.000 No 0.000 0.000 146 1.942 0.156 0.053 0.104 0.118 1.278 828,600.701 0.000 Yes 0.109 1.806 147 2.869 0.066 0.009 0.044 0.075 2.940 2,112,525.571 0.000 No 0.044 2.869 Date: Monday, December 14, 2020, Time: 07:55:27, Page 7 EXISTING WWCS & ULTIMATE LOADING: PIPE TABLE ID Velocity (ft/s)d/D q/Q Water Depth (ft) Critical Depth (ft) Froude Number Full Flow (gpd) Coverage Count Backwater Adjustment Adjusted Depth (ft) Adjusted Velocity (ft/s) 148 2.879 0.065 0.009 0.044 0.075 2.955 2,123,786.122 0.000 No 0.044 2.879 149 3.560 0.057 0.006 0.038 0.075 3.929 2,881,377.176 0.000 No 0.038 3.560 15 3.983 1.000 1.283 0.667 0.494 0.860 700,185.167 0.000 Yes 0.667 3.983 16 2.590 0.209 0.095 0.139 0.169 1.462 926,537.841 0.000 No 0.139 2.590 2 1.364 0.204 0.091 0.136 0.120 0.780 495,067.623 0.000 Yes 0.667 0.199 20 0.000 0.000 0.000 0.000 0.000 0.000 2,350,476.011 0.000 No 0.000 0.000 21 0.000 0.000 0.000 0.000 0.000 0.000 811,141.206 0.000 No 0.000 0.000 22 0.000 0.000 0.000 0.000 0.000 0.000 2,500,132.744 0.000 No 0.000 0.000 284 5.691 0.289 0.183 0.507 0.659 1.663 11,624,970.773 0.000 No 0.507 5.691 290 1.966 0.272 0.161 0.181 0.178 0.964 603,952.856 0.000 Yes 0.342 0.835 291 1.816 0.288 0.180 0.192 0.178 0.863 540,325.104 0.000 No 0.192 1.816 292 1.878 0.281 0.172 0.187 0.178 0.904 566,251.255 0.000 No 0.187 1.878 293 1.976 0.271 0.160 0.180 0.178 0.970 608,019.924 0.000 No 0.180 1.976 294 1.959 0.272 0.162 0.182 0.178 0.958 600,677.879 0.000 No 0.182 1.959 295 8.439 0.099 0.020 0.066 0.178 7.019 4,780,156.605 0.000 No 0.066 8.439 296 7.741 0.105 0.023 0.070 0.178 6.247 4,224,407.273 0.000 No 0.070 7.741 297 8.144 0.101 0.021 0.068 0.178 6.690 4,543,098.796 0.000 No 0.068 8.144 298 8.866 0.096 0.019 0.064 0.178 7.501 5,129,798.370 0.000 No 0.064 8.866 299 8.010 0.102 0.022 0.068 0.178 6.542 4,436,028.140 0.000 No 0.068 8.010 3 1.225 0.170 0.063 0.113 0.099 0.770 495,478.258 0.000 No 0.113 1.225 300 5.404 0.134 0.039 0.089 0.178 3.843 2,528,044.351 0.000 No 0.089 5.404 301 7.730 0.105 0.023 0.070 0.178 6.235 4,215,990.402 0.000 No 0.070 7.730 302 3.633 0.176 0.068 0.118 0.178 2.240 1,436,424.869 0.000 No 0.118 3.633 303 3.732 0.173 0.065 0.115 0.178 2.324 1,492,834.087 0.000 No 0.115 3.732 304 2.136 0.256 0.144 0.171 0.178 1.081 678,290.923 0.000 No 0.171 2.136 305 2.266 0.246 0.132 0.164 0.178 1.173 737,333.721 0.000 No 0.164 2.266 306 2.510 0.228 0.114 0.152 0.178 1.350 851,201.692 0.000 No 0.152 2.510 307 3.796 0.171 0.064 0.114 0.178 2.379 1,529,344.367 0.000 No 0.114 3.796 308 9.158 0.094 0.018 0.062 0.178 7.837 5,374,229.684 0.000 No 0.062 9.158 34 0.000 0.000 0.000 0.000 0.000 0.000 6,565,994.811 0.000 No 0.000 0.000 35 10.225 0.497 0.494 0.331 0.607 3.537 2,313,458.759 0.000 Yes 0.667 5.069 36 6.378 0.440 0.400 0.880 1.039 1.373 13,712,828.847 0.000 Yes 1.190 4.357 37 9.786 0.320 0.222 0.640 1.039 2.529 24,709,206.593 0.000 Yes 0.735 8.106 38 8.425 0.357 0.273 0.714 1.039 2.048 20,079,348.416 0.000 No 0.714 8.425 39 8.358 0.359 0.276 0.719 1.039 2.025 19,857,984.724 0.000 No 0.719 8.358 4 2.128 0.275 0.165 0.183 0.187 1.036 649,250.431 0.000 No 0.183 2.128 40 2.702 1.000 10.925 2.000 0.303 0.337 502,230.238 0.000 No 2.000 2.702 41 1.100 1.000 1.500 0.000 0.158 0.000 No 1.500 1.100 42 1.100 1.000 1.500 0.000 0.158 0.000 Yes 1.500 1.100 43 3.154 0.365 0.285 0.548 0.511 0.874 4,181,485.849 0.000 Yes 0.608 2.743 44 7.090 0.404 0.343 0.808 1.035 1.606 15,881,914.630 0.000 Yes 1.507 3.319 45 8.600 0.347 0.258 0.693 1.028 2.126 20,818,616.982 0.000 Yes 1.808 2.785 452 1.912 0.213 0.100 0.142 0.147 1.067 675,373.181 0.000 Yes 0.667 0.298 Date: Monday, December 14, 2020, Time: 07:55:27, Page 8 EXISTING WWCS & ULTIMATE LOADING: PIPE TABLE ID Velocity (ft/s)d/D q/Q Water Depth (ft) Critical Depth (ft) Froude Number Full Flow (gpd) Coverage Count Backwater Adjustment Adjusted Depth (ft) Adjusted Velocity (ft/s) 46 6.353 0.434 0.391 0.869 1.028 1.378 13,740,017.443 0.000 No 0.869 6.353 460 5.902 0.387 0.317 0.774 0.912 1.370 13,503,285.071 0.000 No 0.774 5.902 461 5.591 0.293 0.187 0.513 0.659 1.622 11,342,147.961 0.000 No 0.513 5.591 463 5.163 1.000 1.811 0.667 0.473 1.114 643,320.945 0.000 Yes 0.667 5.163 464 3.666 0.371 0.294 0.464 0.488 1.103 3,346,005.580 0.000 Yes 1.250 1.239 465 3.336 0.364 0.284 0.547 0.525 0.926 4,426,547.886 0.000 Yes 1.328 1.174 466 0.000 0.000 0.000 0.000 0.000 0.000 1,557,504.217 0.000 No 0.000 0.000 467 0.000 0.000 0.000 0.000 0.000 0.000 2,016,520.003 0.000 No 0.000 0.000 468 0.000 0.000 0.000 0.000 0.000 0.000 1,831,878.869 0.000 Yes 0.001 0.000 469 2.057 0.248 0.135 0.165 0.170 1.059 665,141.926 0.000 No 0.165 2.057 47 6.612 0.356 0.272 0.713 0.913 1.609 15,775,363.124 0.000 Yes 0.791 5.748 470 4.239 0.150 0.048 0.100 0.170 2.847 1,852,428.192 0.000 No 0.100 4.239 471 3.442 0.173 0.065 0.115 0.170 2.145 1,377,464.340 0.000 No 0.115 3.442 472 6.073 0.117 0.029 0.078 0.170 4.633 3,093,690.761 0.000 Yes 0.097 4.397 473 3.382 0.175 0.067 0.117 0.170 2.094 1,343,642.367 0.000 No 0.117 3.382 474 7.413 1.000 2.378 0.833 0.585 1.431 1,098,726.475 0.000 Yes 0.833 7.413 475 5.148 1.000 1.318 1.000 0.751 0.907 1,983,003.524 0.000 No 1.000 5.148 48 5.163 0.429 0.382 0.857 0.913 1.129 11,237,605.128 0.000 No 0.857 5.163 49 7.676 0.320 0.221 0.639 0.913 1.986 19,399,257.836 0.000 Yes 0.748 6.192 5 3.122 0.249 0.136 0.166 0.212 1.603 1,007,007.268 0.000 Yes 0.667 0.608 50 10.171 0.261 0.149 0.521 0.912 2.943 28,778,496.930 0.000 No 0.521 10.171 51 10.928 0.175 0.067 0.351 0.706 3.904 39,041,560.688 0.000 Yes 0.386 9.517 510 2.259 0.531 0.553 0.664 0.484 0.547 1,748,185.638 0.000 Yes 1.250 1.218 511 2.272 0.528 0.549 0.661 0.484 0.551 1,761,077.218 0.000 Yes 1.250 1.218 512 2.251 0.513 0.522 0.641 0.473 0.557 1,766,580.337 0.000 Yes 1.109 1.240 513 2.258 0.512 0.520 0.640 0.473 0.559 1,772,933.232 0.000 Yes 0.935 1.450 514 2.232 0.517 0.528 0.646 0.473 0.550 1,745,857.880 0.000 Yes 0.739 1.889 515 0.000 0.000 0.000 0.000 0.000 0.000 946,147.987 0.000 No 0.000 0.000 516 0.000 0.000 0.000 0.000 0.000 0.000 841,847.377 0.000 No 0.000 0.000 517 0.000 0.000 0.000 0.000 0.000 0.000 837,656.408 0.000 No 0.000 0.000 518 0.000 0.000 0.000 0.000 0.000 0.000 1,660,517.105 0.000 No 0.000 0.000 519 2.226 0.511 0.518 0.638 0.468 0.552 1,749,749.087 0.000 Yes 0.642 2.209 52 5.240 0.256 0.143 0.511 0.637 1.532 14,991,442.600 0.000 No 0.511 5.240 520 2.244 0.507 0.512 0.634 0.468 0.559 1,768,968.012 0.000 Yes 0.636 2.235 521 3.471 0.344 0.255 0.430 0.450 1.090 3,294,984.360 0.000 No 0.430 3.471 522 4.110 0.304 0.201 0.380 0.450 1.382 4,167,076.599 0.000 No 0.380 4.110 523 4.188 0.300 0.196 0.375 0.450 1.419 4,277,355.843 0.000 No 0.375 4.188 524 0.000 0.000 0.000 0.000 0.000 0.000 1,082,628.415 0.000 Yes 0.088 0.000 525 4.863 0.270 0.159 0.337 0.450 1.747 5,271,815.949 0.000 No 0.337 4.863 526 6.154 0.228 0.114 0.285 0.450 2.419 7,342,244.259 0.000 No 0.285 6.154 527 4.365 0.291 0.185 0.364 0.450 1.503 4,531,751.744 0.000 No 0.364 4.365 528 7.858 0.192 0.081 0.240 0.450 3.382 10,373,686.777 0.000 Yes 0.252 7.331 529 3.648 0.332 0.238 0.415 0.450 1.169 3,530,483.022 0.000 No 0.415 3.648 Date: Monday, December 14, 2020, Time: 07:55:28, Page 9 EXISTING WWCS & ULTIMATE LOADING: PIPE TABLE ID Velocity (ft/s)d/D q/Q Water Depth (ft) Critical Depth (ft) Froude Number Full Flow (gpd) Coverage Count Backwater Adjustment Adjusted Depth (ft) Adjusted Velocity (ft/s) 53 4.655 0.278 0.169 0.557 0.637 1.300 12,694,845.805 0.000 No 0.557 4.655 54 0.000 0.000 0.000 0.000 0.000 0.000 784,698.451 0.000 Yes 0.667 0.000 55 5.362 0.302 0.199 0.529 0.659 1.530 10,695,302.610 0.000 Yes 1.292 1.727 56 6.938 0.251 0.139 0.440 0.659 2.188 15,342,606.742 0.000 Yes 0.584 4.673 57 6.249 0.271 0.160 0.474 0.659 1.893 13,248,487.193 0.000 No 0.474 6.249 58 9.086 1.000 3.327 0.667 0.463 1.961 616,026.006 0.000 Yes 0.667 9.086 581 7.508 0.448 0.413 0.448 0.685 2.261 4,003,131.169 0.000 No 0.448 7.508 582 7.497 0.448 0.413 0.448 0.685 2.257 3,995,254.287 0.000 No 0.448 7.497 583 5.095 0.610 0.689 0.610 0.685 1.252 2,398,758.456 0.000 No 0.610 5.095 584 0.000 0.000 0.000 0.000 0.000 0.000 1,278,902.007 0.000 Yes 0.270 0.000 585 6.814 0.482 0.470 0.482 0.685 1.960 3,512,648.345 0.000 No 0.482 6.814 586 5.956 0.536 0.562 0.536 0.685 1.600 2,937,495.192 0.000 No 0.536 5.956 587 5.933 0.538 0.565 0.538 0.685 1.591 2,922,644.840 0.000 No 0.538 5.933 588 5.710 0.555 0.594 0.555 0.685 1.500 2,779,515.206 0.000 No 0.555 5.710 589 5.794 0.548 0.583 0.548 0.685 1.534 2,833,221.336 0.000 No 0.548 5.794 59 4.435 1.000 1.664 0.667 0.457 0.957 601,286.318 0.000 Yes 0.667 4.435 590 5.287 0.591 0.657 0.591 0.685 1.329 2,514,835.286 0.000 No 0.591 5.287 591 5.287 0.591 0.657 0.591 0.685 1.329 2,514,835.286 0.000 No 0.591 5.287 592 5.027 0.617 0.701 0.617 0.685 1.225 2,357,697.777 0.000 No 0.617 5.027 593 4.308 0.707 0.848 0.707 0.685 0.940 1,948,746.843 0.000 No 0.707 4.308 6 3.180 1.000 1.200 0.667 0.456 0.686 597,665.950 0.000 Yes 0.667 3.180 61 4.435 1.000 1.215 0.667 0.534 0.957 823,504.939 0.000 Yes 0.667 4.435 62 4.435 1.000 1.167 0.667 0.543 0.957 857,190.251 0.000 Yes 0.667 4.435 63 5.206 0.794 0.971 0.530 0.580 1.235 1,030,761.102 0.000 Yes 0.667 4.435 632 1.047 1.000 4.232 2.000 0.303 0.130 502,230.238 0.000 No 2.000 1.047 633 4.940 0.639 0.738 0.532 0.605 1.284 1,592,189.246 0.000 No 0.532 4.940 634 4.906 0.240 0.126 0.160 0.260 2.573 1,618,989.062 0.000 No 0.160 4.906 637 6.127 0.221 0.107 0.277 0.439 2.448 7,441,122.351 0.000 Yes 0.346 4.475 638 6.179 0.220 0.106 0.275 0.439 2.476 7,531,242.568 0.000 No 0.275 6.179 639 2.419 0.411 0.354 0.274 0.265 0.939 597,021.988 0.000 No 0.274 2.419 64 5.148 0.804 0.982 0.536 0.580 1.204 1,018,839.817 0.000 Yes 0.667 4.435 640 2.271 0.431 0.386 0.287 0.265 0.857 547,669.195 0.000 No 0.287 2.271 641 1.918 0.491 0.485 0.327 0.265 0.668 436,140.386 0.000 No 0.327 1.918 642 3.524 0.311 0.211 0.208 0.265 1.602 1,003,583.239 0.000 Yes 0.267 2.498 643 3.043 0.347 0.258 0.231 0.265 1.303 818,411.315 0.000 No 0.231 3.043 644 3.725 0.299 0.195 0.200 0.265 1.731 1,084,186.697 0.000 Yes 0.215 3.353 645 0.000 0.000 0.000 0.000 0.000 0.000 651,298.465 0.000 Yes 0.100 0.000 647 2.527 0.398 0.334 0.265 0.265 1.000 633,595.182 0.000 No 0.265 2.527 648 3.587 0.308 0.205 0.205 0.265 1.642 1,028,748.348 0.000 Yes 0.235 2.972 649 2.695 0.379 0.305 0.253 0.265 1.097 692,287.480 0.000 No 0.253 2.695 65 4.136 0.344 0.255 0.430 0.493 1.298 3,925,527.608 0.000 Yes 1.250 1.261 650 2.421 0.411 0.353 0.274 0.265 0.941 597,841.877 0.000 No 0.274 2.421 651 2.964 0.353 0.268 0.236 0.265 1.255 789,165.684 0.000 Yes 0.255 2.667 Date: Monday, December 14, 2020, Time: 07:55:28, Page 10 EXISTING WWCS & ULTIMATE LOADING: PIPE TABLE ID Velocity (ft/s)d/D q/Q Water Depth (ft) Critical Depth (ft) Froude Number Full Flow (gpd) Coverage Count Backwater Adjustment Adjusted Depth (ft) Adjusted Velocity (ft/s) 652 0.937 1.000 7.878 0.667 0.092 0.202 26,826.475 0.000 No 0.667 0.937 653 2.602 0.389 0.320 0.259 0.265 1.043 659,541.006 0.000 Yes 0.484 1.204 654 2.567 0.393 0.326 0.262 0.265 1.023 647,415.327 0.000 No 0.262 2.567 66 6.875 0.253 0.140 0.443 0.659 2.161 15,149,606.619 0.000 No 0.443 6.875 660 3.948 0.768 0.937 0.768 0.685 0.794 1,763,105.188 0.000 No 0.768 3.948 661 3.935 0.771 0.940 0.771 0.685 0.789 1,756,571.113 0.000 No 0.771 3.935 67 7.930 0.229 0.115 0.400 0.659 2.631 18,521,410.656 0.000 No 0.400 7.930 672 0.000 0.000 0.000 0.000 0.000 0.000 481,817.711 0.000 Yes 0.103 0.000 677 1.577 0.249 0.136 0.166 0.149 0.810 508,757.281 0.000 No 0.166 1.577 678 5.035 0.738 0.895 0.492 0.555 1.293 1,004,424.617 0.000 Yes 0.667 3.983 679 2.359 0.163 0.058 0.136 0.159 1.355 1,528,488.203 0.000 No 0.136 2.359 681 4.104 0.298 0.194 0.199 0.278 1.910 1,196,419.025 0.000 No 0.199 4.104 682 2.718 0.480 0.466 0.320 0.313 0.961 624,202.375 0.000 No 0.320 2.718 683 2.430 0.234 0.120 0.156 0.178 1.290 812,109.020 0.000 No 0.156 2.430 684 2.827 0.225 0.111 0.150 0.187 1.534 967,775.667 0.000 No 0.150 2.827 685 0.000 0.000 0.000 0.000 0.000 0.000 498,860.634 0.000 Yes 0.021 0.000 687 0.000 0.000 0.000 0.000 0.000 0.000 510,819.620 0.000 Yes 0.667 0.000 688 3.088 0.184 0.074 0.123 0.169 1.860 1,189,075.715 0.000 Yes 0.345 0.749 689 6.457 0.513 0.521 0.427 0.605 1.958 2,252,813.726 0.000 No 0.427 6.457 69 6.564 0.261 0.150 0.457 0.659 2.027 14,199,787.372 0.000 No 0.457 6.564 690 3.957 0.785 0.959 0.654 0.605 0.851 1,225,082.497 0.000 No 0.654 3.957 691 6.246 0.151 0.049 0.101 0.209 4.177 2,715,863.891 0.000 No 0.101 6.246 693 0.000 0.000 0.000 0.000 0.000 0.000 1,931,586.672 0.000 Yes 0.000 0.000 697 4.054 0.154 0.052 0.103 0.170 2.679 1,738,188.376 0.000 No 0.103 4.054 698 0.000 0.000 0.000 0.000 0.000 0.000 2,010,729.299 0.000 No 0.000 0.000 699 0.000 0.000 0.000 0.000 0.000 0.000 1,073,672.696 0.000 No 0.000 0.000 7 4.457 0.518 0.532 0.346 0.427 1.500 990,383.951 0.000 Yes 0.667 2.334 70 6.573 0.261 0.149 0.457 0.659 2.031 14,224,253.013 0.000 No 0.457 6.573 700 0.000 0.000 0.000 0.000 0.000 0.000 1,000,184.730 0.000 No 0.000 0.000 702 3.337 0.661 0.775 0.441 0.428 0.944 681,644.966 0.000 Yes 0.667 2.343 71 6.367 0.267 0.156 0.467 0.659 1.944 13,605,502.310 0.000 No 0.467 6.367 72 6.309 0.269 0.158 0.471 0.659 1.919 13,431,031.609 0.000 No 0.471 6.309 73 6.063 0.277 0.167 0.484 0.659 1.816 12,704,349.757 0.000 No 0.484 6.063 74 6.070 0.276 0.167 0.484 0.659 1.819 12,722,748.535 0.000 No 0.484 6.070 75 5.751 0.287 0.180 0.503 0.659 1.687 11,796,741.081 0.000 No 0.503 5.751 76 5.847 0.284 0.176 0.497 0.659 1.726 12,073,419.969 0.000 No 0.497 5.847 77 6.031 0.278 0.168 0.486 0.659 1.803 12,609,284.536 0.000 No 0.486 6.031 78 0.000 0.000 0.000 0.000 0.000 0.000 1,496,600.111 0.000 No 0.000 0.000 79 0.000 0.000 0.000 0.000 0.000 0.000 1,496,062.421 0.000 No 0.000 0.000 8 2.925 0.334 0.240 0.223 0.253 1.279 802,610.342 0.000 Yes 0.234 2.730 80 2.025 0.330 0.235 0.220 0.207 0.892 559,370.668 0.000 Yes 0.667 0.582 81 0.000 0.000 0.000 0.000 0.000 0.000 1,494,662.125 0.000 Yes 0.300 0.000 82 1.711 0.279 0.170 0.186 0.169 0.826 517,719.476 0.000 Yes 0.667 0.390 Date: Monday, December 14, 2020, Time: 07:55:28, Page 11 EXISTING WWCS & ULTIMATE LOADING: PIPE TABLE ID Velocity (ft/s)d/D q/Q Water Depth (ft) Critical Depth (ft) Froude Number Full Flow (gpd) Coverage Count Backwater Adjustment Adjusted Depth (ft) Adjusted Velocity (ft/s) 83 0.000 0.000 0.000 0.000 0.000 0.000 826,586.998 0.000 Yes 0.039 0.000 84 5.326 0.304 0.200 0.531 0.659 1.516 10,599,500.185 0.000 No 0.531 5.326 85 4.382 0.588 0.651 0.735 0.731 0.989 3,263,298.874 0.000 No 0.735 4.382 86 5.765 0.472 0.453 0.590 0.731 1.503 4,688,266.080 0.000 Yes 0.642 5.172 87 3.998 0.635 0.731 0.794 0.731 0.852 2,903,808.872 0.000 No 0.794 3.998 88 2.542 0.198 0.085 0.132 0.161 1.477 939,424.546 0.000 Yes 0.174 1.718 9 0.000 0.000 0.000 0.000 0.000 0.000 772,493.042 0.000 Yes 0.028 0.000 91 2.425 0.323 0.226 0.215 0.224 1.080 677,061.706 0.000 No 0.215 2.425 922 1.507 0.185 0.075 0.123 0.117 0.907 579,539.797 0.000 Yes 0.148 1.157 926 3.429 0.805 0.984 0.671 0.570 0.716 1,060,345.541 0.000 No 0.671 3.429 93 2.492 0.317 0.218 0.211 0.224 1.122 703,026.938 0.000 No 0.211 2.492 94 2.965 0.374 0.297 0.249 0.276 1.217 767,442.274 0.000 No 0.249 2.965 956 0.000 0.000 0.000 0.000 0.000 0.000 900,683.331 0.000 No 0.000 0.000 957 0.000 0.000 0.000 0.000 0.000 0.000 678,119.817 0.000 No 0.000 0.000 958 0.000 0.000 0.000 0.000 0.000 0.000 1,334,981.750 0.000 No 0.000 0.000 959 0.000 0.000 0.000 0.000 0.000 0.000 1,048,197.108 0.000 No 0.000 0.000 96 5.069 1.000 1.107 0.667 0.587 1.094 1,033,264.679 0.000 No 0.667 5.069 960 0.000 0.000 0.000 0.000 0.000 0.000 955,451.534 0.000 No 0.000 0.000 961 0.000 0.000 0.000 0.000 0.000 0.000 749,822.766 0.000 No 0.000 0.000 962 0.000 0.000 0.000 0.000 0.000 0.000 844,954.535 0.000 No 0.000 0.000 963 0.000 0.000 0.000 0.000 0.000 0.000 846,636.038 0.000 No 0.000 0.000 964 0.000 0.000 0.000 0.000 0.000 0.000 1,417,575.790 0.000 No 0.000 0.000 965 0.000 0.000 0.000 0.000 0.000 0.000 293,575.879 0.000 No 0.000 0.000 966 0.000 0.000 0.000 0.000 0.000 0.000 1,529,822.511 0.000 No 0.000 0.000 967 0.000 0.000 0.000 0.000 0.000 0.000 1,011,539.874 0.000 No 0.000 0.000 968 0.000 0.000 0.000 0.000 0.000 0.000 687,406.534 0.000 Yes 0.164 0.000 97 7.272 1.000 2.163 0.833 0.608 1.404 1,185,235.662 0.000 No 0.833 7.272 972 1.322 0.109 0.025 0.073 0.074 1.046 704,093.208 0.000 No 0.073 1.322 973 1.466 0.102 0.022 0.068 0.074 1.203 816,539.935 0.000 No 0.068 1.466 974 1.290 0.111 0.026 0.074 0.074 1.012 679,932.490 0.000 No 0.074 1.290 975 1.445 0.103 0.022 0.068 0.074 1.179 799,810.951 0.000 No 0.068 1.445 976 1.216 0.115 0.028 0.077 0.074 0.934 624,970.990 0.000 Yes 0.581 0.084 977 1.192 0.117 0.029 0.078 0.074 0.910 607,358.468 0.000 No 0.078 1.192 978 1.468 0.101 0.022 0.068 0.074 1.205 818,053.482 0.000 Yes 0.667 0.078 979 1.577 0.124 0.033 0.083 0.089 1.169 775,517.788 0.000 Yes 0.667 0.112 98 6.397 0.394 0.328 0.263 0.428 2.545 1,611,285.473 0.000 Yes 0.667 2.343 989 0.000 0.000 0.000 0.000 0.000 0.000 690,969.624 0.000 Yes 0.021 0.000 99 1.963 0.132 0.037 0.088 0.105 1.408 928,043.731 0.000 Yes 0.261 0.423 991 6.863 0.480 0.466 0.480 0.685 1.981 3,547,074.795 0.000 Yes 0.495 6.597 993 2.550 0.334 0.241 0.334 0.318 0.911 1,573,960.085 0.000 No 0.334 2.550 995 6.337 0.150 0.049 0.150 0.283 3.472 6,223,253.135 0.000 No 0.150 6.337 997 11.363 1.000 3.704 0.667 0.491 2.452 692,144.092 0.000 Yes 0.667 11.363 999 9.086 1.000 2.988 0.667 0.489 1.961 686,032.667 0.000 Yes 0.667 9.086 Date: Monday, December 14, 2020, Time: 07:55:28, Page 12 ULTIMATE WWCS & LOADING: MANHOLE TABLE ID Rim Elevation (ft) Base Flow (gpd) Total Flow (gpd) Storm Flow (gpd) Grade (ft)Status Hydraulic Jump Surcharge Depth (ft) Unfilled Depth (ft) A001 8,567.330 0.000 0.000 0.000 8,556.351 Not Full No -1.479 10.979 A002 8,566.000 0.000 0.000 0.000 8,558.672 Not Full No -1.408 7.328 A003 8,570.000 11,055.871 41,936.062 0.000 8,560.446 Not Full No -1.354 9.554 A004 8,570.250 0.000 0.000 0.000 8,561.899 Not Full Yes 0.099 8.351 A005 8,571.180 0.000 0.000 0.000 8,564.196 Not Full No -1.134 6.984 A006 8,580.890 0.000 0.000 0.000 8,570.980 Not Full No -1.240 9.910 A007 8,585.550 0.000 0.000 0.000 8,574.230 Not Full No -1.200 11.320 A008 8,592.360 0.000 0.000 0.000 8,581.373 Not Full No -1.307 10.987 A010 8,602.700 638.000 2,420.000 0.000 8,587.410 Not Full No -1.350 15.290 A011 8,605.010 0.000 0.000 0.000 8,590.297 Not Full No -1.293 14.713 A012 8,610.000 0.000 0.000 0.000 8,596.197 Not Full No -1.293 13.803 A013 8,614.920 0.000 0.000 0.000 8,600.657 Not Full No -1.283 14.263 A014 8,618.420 0.000 0.000 0.000 8,605.701 Not Full No -1.279 12.719 A015 8,620.480 0.000 0.000 0.000 8,610.204 Not Full No -1.266 10.276 A016 8,624.940 0.000 0.000 0.000 8,613.864 Not Full No -1.266 11.076 A017 8,627.720 0.000 0.000 0.000 8,616.023 Not Full No -1.247 11.697 A018 8,630.640 0.000 0.000 0.000 8,620.267 Not Full No -1.253 10.373 A019 8,637.540 0.000 0.000 0.000 8,624.966 Not Full No -1.264 12.574 A020 8,642.000 0.000 0.000 0.000 8,629.023 Not Full No -1.237 12.977 A021 8,641.590 0.000 0.000 0.000 8,632.157 Not Full No -1.243 9.433 A022 8,648.790 0.000 0.000 0.000 8,634.841 Not Full No -1.219 13.949 A023 8,643.170 0.000 0.000 0.000 8,635.615 Not Full Yes -0.515 7.555 A024 8,647.510 0.000 0.000 0.000 8,637.640 Not Full No -0.660 9.870 A025 8,654.570 59,004.300 214,821.309 0.000 8,639.604 Not Full Yes -0.456 14.966 B003 8,534.000 0.000 0.000 0.000 8,525.880 Not Full No -1.120 8.120 B004 8,537.200 0.000 0.000 0.000 8,527.670 Not Full No -1.360 9.530 B005 8,538.400 0.000 0.000 0.000 8,530.594 Not Full No -1.286 7.806 B006 8,545.100 0.000 0.000 0.000 8,535.259 Not Full No -1.281 9.841 B007 8,545.500 0.000 0.000 0.000 8,539.391 Not Full Yes 0.091 6.109 B008 8,547.100 39,947.484 148,638.679 0.000 8,539.522 Not Full No -0.978 7.578 B009 8,550.900 0.000 0.000 0.000 8,540.843 Not Full No -1.307 10.057 B010 8,551.600 74,442.972 262,005.302 0.000 8,542.599 Not Full No -1.131 9.001 B011 8,556.200 0.000 0.000 0.000 8,545.763 Not Full No -1.287 10.437 B012 8,557.930 0.000 0.000 0.000 8,548.007 Not Full No -1.143 9.923 B013 8,561.780 6,060.998 22,989.992 0.000 8,551.419 Not Full No -1.361 10.361 Date: Sunday, December 13, 2020, Time: 15:23:37, Page 1 ULTIMATE WWCS & LOADING: MANHOLE TABLE ID Rim Elevation (ft) Base Flow (gpd) Total Flow (gpd) Storm Flow (gpd) Grade (ft)Status Hydraulic Jump Surcharge Depth (ft) Unfilled Depth (ft) B014 8,552.110 0.000 0.000 0.000 8,552.110 Full No -1.990 0.000 CHG 8,543.090 0.000 0.000 0.000 8,536.308 Not Full No -0.872 6.782 CM001 8,594.966 0.000 0.000 0.000 8,589.627 Not Full No -0.993 5.338 CM002 8,595.330 832.300 3,156.999 0.000 8,592.420 Not Full No -0.820 2.910 CM003 8,601.870 7,184.408 27,251.202 0.000 8,593.934 Not Full No -0.786 7.936 CM004 8,602.040 0.000 0.000 0.000 8,594.404 Not Full No -0.586 7.636 CM005 8,634.340 18,559.993 70,399.974 0.000 8,594.881 Not Full No -0.589 39.459 CM006 8,634.540 0.000 0.000 0.000 8,595.061 Not Full No -0.609 39.479 CM007 8,634.820 0.000 0.000 0.000 8,595.340 Not Full No -0.610 39.480 CM008 8,635.390 6,843.998 25,959.991 0.000 8,595.916 Not Full No -0.604 39.474 CM009 8,637.460 0.000 0.000 0.000 8,608.800 Not Full No -0.667 28.660 CM010 8,637.628 0.000 0.000 0.000 8,610.100 Not Full No -0.667 27.528 CM011 8,637.795 0.000 0.000 0.000 8,614.200 Not Full No -0.667 23.595 CM012 8,637.963 0.000 0.000 0.000 8,616.400 Not Full No -0.667 21.563 CM013 8,635.620 0.000 0.000 0.000 8,596.138 Not Full No -0.612 39.482 CM014 8,635.800 28,245.990 107,139.960 0.000 8,596.314 Not Full Yes -0.616 39.486 CM015 8,638.130 0.000 0.000 0.000 8,621.630 Not Full No -0.820 16.500 CM016 8,638.300 0.000 0.000 0.000 8,624.980 Not Full No -0.870 13.320 CM017 8,640.200 0.000 0.000 0.000 8,627.375 Not Full No -0.875 12.825 CM018 8,640.200 0.000 0.000 0.000 8,627.700 Not Full No -0.667 12.500 CM020 8,642.200 0.000 0.000 0.000 8,630.237 Not Full No -0.913 11.963 CM021 8,644.300 0.000 0.000 0.000 8,632.285 Not Full No -0.965 12.015 CM022 8,648.200 0.000 0.000 0.000 8,633.864 Not Full No -0.886 14.336 CM023 8,655.600 0.000 0.000 0.000 8,641.940 Not Full No -1.010 13.660 CM024 8,658.300 16,297.995 61,819.977 0.000 8,643.115 Not Full No -0.835 15.185 CM024A 8,665.200 0.000 0.000 0.000 8,650.677 Not Full No -0.973 14.523 CM025 8,672.100 220,689.997 656,857.522 0.000 8,653.575 Not Full No -0.975 18.525 CM026 8,666.000 0.000 0.000 0.000 8,657.474 Not Full No -0.393 8.526 CM027 8,668.300 0.000 0.000 0.000 8,659.187 Not Full No -0.379 9.113 CM028 8,668.180 0.000 0.000 0.000 8,660.207 Not Full Yes -0.339 7.973 CM028A 8,667.680 0.000 0.000 0.000 8,660.880 Not Full No -0.667 6.800 CM029 8,668.850 0.000 0.000 0.000 8,661.258 Not Full No -0.459 7.592 CM030 8,669.950 0.000 0.000 0.000 8,662.181 Not Full No -0.436 7.769 CM031 8,671.820 0.000 0.000 0.000 8,664.520 Not Full No -0.467 7.300 CM033 8,673.390 0.000 0.000 0.000 8,665.190 Not Full No -0.667 8.200 Date: Sunday, December 13, 2020, Time: 15:23:37, Page 2 ULTIMATE WWCS & LOADING: MANHOLE TABLE ID Rim Elevation (ft) Base Flow (gpd) Total Flow (gpd) Storm Flow (gpd) Grade (ft)Status Hydraulic Jump Surcharge Depth (ft) Unfilled Depth (ft) CM034 8,674.640 0.000 0.000 0.000 8,665.405 Not Full Yes -0.401 9.235 CM035 8,675.640 0.000 0.000 0.000 8,665.945 Not Full No -0.462 9.695 CM035A 8,674.540 0.000 0.000 0.000 8,666.540 Not Full No -0.667 8.000 CM036 8,678.790 0.000 0.000 0.000 8,667.243 Not Full No -0.414 11.547 CM037 8,679.460 0.000 0.000 0.000 8,667.634 Not Full Yes -0.393 11.826 CM038 8,681.440 0.000 0.000 0.000 8,668.676 Not Full No -0.431 12.764 CM039 8,681.440 0.000 0.000 0.000 8,669.149 Not Full Yes 0.042 12.291 CM040 8,683.740 0.000 0.000 0.000 8,669.379 Not Full No -0.407 14.361 CM041 8,686.040 57,999.978 211,333.389 0.000 8,670.502 Not Full No -0.405 15.538 E001 8,558.400 0.000 0.000 0.000 8,551.780 Not Full No -0.667 6.620 E002 8,554.820 0.000 0.000 0.000 8,547.740 Not Full No -0.667 7.080 E003 8,549.260 0.000 0.000 0.000 8,541.450 Not Full No -0.667 7.810 E004 8,546.930 23,201.319 88,005.001 0.000 8,539.430 Not Full No 0.033 7.500 E009 8,553.800 7,908.297 29,996.989 0.000 8,542.836 Not Full No -0.434 10.964 E010 8,555.180 0.000 0.000 0.000 8,548.077 Not Full No -0.536 7.103 EC001 8,595.500 2,029.999 7,699.997 0.000 8,592.583 Not Full No -0.584 2.917 EC002 8,597.400 0.000 0.000 0.000 8,593.968 Not Full No -0.599 3.432 EC003 8,601.000 0.000 0.000 0.000 8,596.077 Not Full No -0.590 4.923 EC004 8,603.200 0.000 0.000 0.000 8,597.278 Not Full Yes -0.589 5.922 EC005 8,604.500 0.000 0.000 0.000 8,598.968 Not Full No -0.599 5.532 EC006 8,604.800 0.000 0.000 0.000 8,599.374 Not Full No -0.593 5.426 EC007 8,605.200 0.000 0.000 0.000 8,599.868 Not Full No -0.598 5.332 EC008 8,605.500 4,639.998 17,599.993 0.000 8,600.573 Not Full No -0.594 4.927 EC012 8,606.500 0.000 0.000 0.000 8,603.100 Not Full No -0.667 3.400 EC013 8,606.500 0.000 0.000 0.000 8,603.300 Not Full No -0.667 3.200 EC014 8,608.400 0.000 0.000 0.000 8,605.000 Not Full No -0.667 3.400 EC015 8,609.000 0.000 0.000 0.000 8,605.600 Not Full No -0.667 3.400 EC016 8,609.700 0.000 0.000 0.000 8,606.300 Not Full No -0.667 3.400 EC017 8,610.200 0.000 0.000 0.000 8,606.700 Not Full No -0.667 3.500 EC018 8,610.800 0.000 0.000 0.000 8,607.400 Not Full No -0.667 3.400 EC019 8,611.200 0.000 0.000 0.000 8,607.900 Not Full No -0.667 3.300 EC020 8,615.700 0.000 0.000 0.000 8,612.300 Not Full No -0.667 3.400 EC021 8,616.100 0.000 0.000 0.000 8,612.700 Not Full No -0.667 3.400 EC022 8,611.300 0.000 0.000 0.000 8,608.200 Not Full No -0.667 3.100 EC023 8,612.920 0.000 0.000 0.000 8,609.620 Not Full No -0.667 3.300 Date: Sunday, December 13, 2020, Time: 15:23:37, Page 3 ULTIMATE WWCS & LOADING: MANHOLE TABLE ID Rim Elevation (ft) Base Flow (gpd) Total Flow (gpd) Storm Flow (gpd) Grade (ft)Status Hydraulic Jump Surcharge Depth (ft) Unfilled Depth (ft) EMC001 8,659.740 7,351.763 27,885.998 0.000 8,648.459 Not Full No -0.851 11.281 EMC002 8,663.480 0.000 0.000 0.000 8,650.573 Not Full No -0.647 12.907 EMC003 8,667.500 0.000 0.000 0.000 8,651.800 Not Full No -0.480 15.700 EMC004 8,664.730 0.000 0.000 0.000 8,652.927 Not Full No -0.473 11.803 EMC006 8,666.980 0.000 0.000 0.000 8,654.521 Not Full No -0.519 12.459 EMC007 8,664.730 0.000 0.000 0.000 8,655.611 Not Full Yes -0.469 9.119 EMC008 8,674.050 0.000 0.000 0.000 8,656.108 Not Full No -0.632 17.942 EMC009 8,672.600 58.000 220.000 0.000 8,656.197 Not Full No -0.633 16.403 EMC010 8,667.940 0.000 0.000 0.000 8,656.764 Not Full No -0.636 11.176 EMC011 8,669.490 0.000 0.000 0.000 8,657.448 Not Full Yes -0.652 12.042 EMC012 8,667.280 0.000 0.000 0.000 8,658.321 Not Full No -0.719 8.959 EMC013 8,674.580 0.000 0.000 0.000 8,660.419 Not Full No -0.861 14.161 EMC014 8,676.330 0.000 0.000 0.000 8,664.150 Not Full No -0.790 12.180 EMC015 8,678.620 0.000 0.000 0.000 8,666.125 Not Full No -0.775 12.495 EMC015A 8,681.240 0.000 0.000 0.000 8,668.694 Not Full Yes -0.666 12.546 EMC016 8,686.850 0.000 0.000 0.000 8,674.693 Not Full No -0.747 12.157 EMC017 8,689.870 0.000 0.000 0.000 8,677.493 Not Full No -0.767 12.377 EMC018 8,690.930 0.000 0.000 0.000 8,678.070 Not Full No -0.667 12.860 EMC019 8,690.930 1,160.000 4,399.999 0.000 8,678.334 Not Full No -0.736 12.596 EMC031 8,691.920 6,698.997 25,409.990 0.000 8,679.424 Not Full No -0.563 12.496 EMC032 8,694.010 0.000 0.000 0.000 8,686.714 Not Full No -0.623 7.296 EMC033 8,721.710 0.000 0.000 0.000 8,711.814 Not Full No -0.623 9.896 EMC034 8,747.250 0.000 0.000 0.000 8,734.348 Not Full No -0.629 12.902 EMC035 8,747.725 18,095.994 18,095.994 0.000 8,735.009 Not Full No -0.583 12.716 EMN036 8,795.400 25,693.991 97,459.964 0.000 8,786.912 Not Full No -0.604 8.488 EMS001 8,716.206 85,259.967 294,038.571 0.000 8,706.941 Not Full No -0.659 9.265 EMS175 8,699.690 12,527.995 47,519.982 0.000 8,686.765 Not Full No -0.815 12.925 EMS177 8,700.560 0.000 0.000 0.000 8,687.709 Not Full No -0.791 12.851 EMS179 8,707.880 0.000 0.000 0.000 8,698.810 Not Full No -0.850 9.070 EMS180 8,713.640 2,899.999 10,999.996 0.000 8,704.611 Not Full No -0.879 9.029 EMS193 8,714.258 0.000 0.000 0.000 8,705.271 Not Full No -0.659 8.987 EMS195 8,714.638 0.000 0.000 0.000 8,705.681 Not Full No -0.659 8.958 EMS196 8,715.296 0.000 0.000 0.000 8,706.242 Not Full No -0.658 9.054 END2 8,694.430 0.000 0.000 0.000 8,685.280 Not Full No -0.497 9.150 EOF001 8,648.000 0.000 0.000 0.000 8,641.131 Not Full No -0.486 6.869 Date: Sunday, December 13, 2020, Time: 15:23:37, Page 4 ULTIMATE WWCS & LOADING: MANHOLE TABLE ID Rim Elevation (ft) Base Flow (gpd) Total Flow (gpd) Storm Flow (gpd) Grade (ft)Status Hydraulic Jump Surcharge Depth (ft) Unfilled Depth (ft) EOF002 8,651.700 0.000 0.000 0.000 8,643.042 Not Full No -0.475 8.658 EOF003 8,650.000 0.000 0.000 0.000 8,643.687 Not Full No -0.480 6.313 EOF004 8,649.200 0.000 0.000 0.000 8,644.380 Not Full No -0.486 4.820 EOF005 8,649.900 0.000 0.000 0.000 8,645.132 Not Full Yes -0.485 4.768 EOF006 8,666.300 0.000 0.000 0.000 8,653.376 Not Full No -0.601 12.924 EOF007 8,677.700 0.000 0.000 0.000 8,666.720 Not Full No -0.597 10.980 EOF008 8,690.400 0.000 0.000 0.000 8,679.618 Not Full No -0.599 10.782 EOF009 8,714.500 0.000 0.000 0.000 8,701.514 Not Full No -0.603 12.986 EOF010 8,735.500 0.000 0.000 0.000 8,728.118 Not Full No -0.598 7.382 EOF011 8,743.800 0.000 0.000 0.000 8,735.779 Not Full No -0.577 8.021 EOF012 8,773.500 0.000 0.000 0.000 8,764.630 Not Full No -0.597 8.870 EOF013 8,777.700 0.000 0.000 0.000 8,768.168 Not Full No -0.549 9.532 EOF014 8,782.000 0.000 0.000 0.000 8,772.465 Not Full No -0.551 9.535 EOF015 8,783.300 0.000 0.000 0.000 8,773.671 Not Full No -0.496 9.629 EOF016 8,786.700 0.000 0.000 0.000 8,774.354 Not Full No -0.503 12.346 EOF017 8,787.700 0.000 0.000 0.000 8,775.432 Not Full No -0.514 12.268 EOF018 8,789.200 0.000 0.000 0.000 8,780.664 Not Full No -0.553 8.536 FM001 8,567.800 655.400 2,485.999 0.000 8,558.199 Not Full No -1.701 9.601 FM002 8,565.270 0.000 0.000 0.000 8,559.413 Not Full No -0.607 5.857 FM003 8,569.290 0.000 0.000 0.000 8,560.475 Not Full No -0.565 8.815 FM004 8,573.050 16,312.494 61,874.977 0.000 8,565.510 Not Full No -0.890 7.540 FM005 8,575.010 9,105.996 34,539.987 0.000 8,569.188 Not Full No -0.579 5.822 FM006 8,580.220 0.000 0.000 0.000 8,572.600 Not Full No -0.667 7.620 FM007 8,573.000 0.000 0.000 0.000 8,567.343 Not Full No -0.607 5.657 FM008 8,578.060 86,884.159 298,848.423 0.000 8,569.571 Not Full No -0.629 8.489 FM009 8,579.330 0.000 0.000 0.000 8,569.770 Not Full No -0.593 9.560 FM010 8,578.440 170,635.935 528,510.894 0.000 8,571.321 Not Full No -0.453 7.119 FM011 8,583.070 0.000 0.000 0.000 8,572.282 Not Full No -0.488 10.788 FM012 8,582.450 0.000 0.000 0.000 8,572.350 Not Full No -0.667 10.100 FM013 8,584.990 0.000 0.000 0.000 8,574.257 Not Full No -0.433 10.733 FM014 8,586.000 486,276.297 1,279,581.093 0.000 8,575.419 Not Full No -0.381 10.581 FM015 8,587.770 0.000 0.000 0.000 8,576.270 Not Full No -0.667 11.500 FM016 8,588.040 0.000 0.000 0.000 8,577.140 Not Full No -0.667 10.900 FM017 8,589.790 0.000 0.000 0.000 8,579.090 Not Full No -0.667 10.700 FM018 8,589.840 0.000 0.000 0.000 8,579.540 Not Full No -0.667 10.300 Date: Sunday, December 13, 2020, Time: 15:23:37, Page 5 ULTIMATE WWCS & LOADING: MANHOLE TABLE ID Rim Elevation (ft) Base Flow (gpd) Total Flow (gpd) Storm Flow (gpd) Grade (ft)Status Hydraulic Jump Surcharge Depth (ft) Unfilled Depth (ft) FM019 8,594.640 0.000 0.000 0.000 8,586.040 Not Full No -0.667 8.600 GPV001 8,676.825 18,540.318 70,325.344 0.000 8,662.544 Not Full No -0.656 14.281 GPV0019 8,714.880 0.000 0.000 0.000 8,701.587 Not Full No -0.293 13.293 GPV002 8,678.140 0.000 0.000 0.000 8,666.677 Not Full No -0.563 11.463 GPV003 8,682.342 0.000 0.000 0.000 8,670.229 Not Full No -0.471 12.113 GPV004 8,682.708 0.000 0.000 0.000 8,670.768 Not Full No -0.552 11.940 GPV005 8,687.260 0.000 0.000 0.000 8,677.208 Not Full No -0.552 10.052 GPV006 8,690.920 0.000 0.000 0.000 8,679.860 Not Full No -0.390 11.060 GPV007 8,694.430 0.000 0.000 0.000 8,685.280 Not Full No -0.520 9.150 GPV008 8,695.290 0.000 0.000 0.000 8,685.962 Not Full No -0.518 9.328 GPV009 8,695.570 0.000 0.000 0.000 8,686.776 Not Full No -0.464 8.794 GPV010 8,697.770 0.000 0.000 0.000 8,688.728 Not Full No -0.462 9.042 GPV014 8,699.240 0.000 0.000 0.000 8,690.155 Not Full No -0.445 9.085 GPV015 8,700.400 0.000 0.000 0.000 8,691.268 Not Full No -0.452 9.132 GPV016 8,704.000 0.000 0.000 0.000 8,695.401 Not Full No -0.409 8.599 GPV017 8,707.600 0.000 0.000 0.000 8,699.281 Not Full No -0.409 8.319 GPV018 8,708.670 0.000 0.000 0.000 8,699.897 Not Full No -0.383 8.773 GPV020 8,717.700 0.000 0.000 0.000 8,702.551 Not Full No -0.229 15.149 GPV021 8,716.020 658,010.632 1,651,872.898 0.000 8,704.328 Not Full No -0.232 11.692 P001 8,563.100 20,122.652 76,327.299 0.000 8,550.560 Not Full No -0.507 12.540 P005 8,573.700 12,005.995 45,539.983 0.000 8,565.201 Not Full No -0.566 8.499 P006 8,585.900 0.000 0.000 0.000 8,576.000 Not Full No -0.667 9.900 P008 8,589.000 0.000 0.000 0.000 8,571.117 Not Full No -0.550 17.883 P009 8,609.700 0.000 0.000 0.000 8,602.278 Not Full No -0.589 7.422 P010 8,615.000 0.000 0.000 0.000 8,608.015 Not Full No -0.551 6.985 P011 8,624.900 0.000 0.000 0.000 8,615.300 Not Full No -0.567 9.600 P012 8,626.000 0.000 0.000 0.000 8,616.415 Not Full No -0.501 9.585 P013 8,633.000 23,663.991 89,759.966 0.000 8,623.103 Not Full No -0.564 9.897 P014 8,650.000 0.000 0.000 0.000 8,635.000 Not Full No -0.667 15.000 P015 8,668.000 0.000 0.000 0.000 8,657.500 Not Full No -0.667 10.500 P016 8,769.000 0.000 0.000 0.000 8,760.000 Not Full No -0.667 9.000 P017 8,670.000 0.000 0.000 0.000 8,661.000 Not Full No -0.667 9.000 P018 8,684.000 0.000 0.000 0.000 8,676.000 Not Full No -0.667 8.000 P019 8,674.000 0.000 0.000 0.000 8,664.300 Not Full No -0.667 9.700 P020 8,691.000 0.000 0.000 0.000 8,678.840 Not Full No -0.667 12.160 Date: Sunday, December 13, 2020, Time: 15:23:37, Page 6 ULTIMATE WWCS & LOADING: MANHOLE TABLE ID Rim Elevation (ft) Base Flow (gpd) Total Flow (gpd) Storm Flow (gpd) Grade (ft)Status Hydraulic Jump Surcharge Depth (ft) Unfilled Depth (ft) P021 8,689.500 0.000 0.000 0.000 8,682.000 Not Full No -0.667 7.500 P022 8,694.000 0.000 0.000 0.000 8,683.500 Not Full No -0.667 10.500 P023 8,700.000 0.000 0.000 0.000 8,692.000 Not Full No -0.667 8.000 Q001 8,532.950 0.000 0.000 0.000 8,525.057 Not Full No 0.237 7.893 Q002 8,531.890 0.000 0.000 0.000 8,525.069 Not Full No 0.479 6.821 Q003 8,535.000 6,147.997 23,319.991 0.000 8,525.168 Not Full Yes -0.732 9.832 Q004 8,534.890 6,727.997 25,519.990 0.000 8,525.438 Not Full Yes -0.952 9.452 Q005 8,539.150 0.000 0.000 0.000 8,533.498 Not Full No -0.385 5.652 Q006 8,543.120 0.000 0.000 0.000 8,537.683 Not Full No -0.270 5.437 Q007 8,544.470 2,030.399 7,702.557 0.000 8,538.649 Not Full Yes 0.046 5.821 Q008 8,538.720 0.000 0.000 0.000 8,531.834 Not Full No -0.886 6.886 Q009 8,544.050 23,287.671 88,333.887 0.000 8,537.279 Not Full No -0.871 6.771 W001 8,571.010 0.000 0.000 0.000 8,564.310 Not Full No -0.667 6.700 W002 8,570.300 54,689.329 67,284.824 0.000 8,563.742 Not Full No -0.525 6.558 W002A 8,572.600 0.000 0.000 0.000 8,565.200 Not Full No -0.667 7.400 W004 8,563.600 52,051.580 64,039.575 0.000 8,558.820 Not Full Yes -0.447 4.780 W005 8,563.680 0.000 0.000 0.000 8,558.820 Not Full No -0.527 4.860 W006 8,564.000 0.000 0.000 0.000 8,560.000 Not Full No -0.667 4.000 W006A 8,564.200 0.000 0.000 0.000 8,560.700 Not Full No -0.667 3.500 W009 8,560.900 23,287.821 88,333.108 0.000 8,553.670 Not Full No -0.363 7.230 W010 8,561.000 0.000 0.000 0.000 8,556.418 Not Full No -0.316 4.582 W011 8,564.600 0.000 0.000 0.000 8,557.913 Not Full No -0.420 6.687 W012 8,565.000 7,174.678 8,827.077 0.000 8,558.950 Not Full No -0.483 6.050 W013 8,566.560 11,254.396 13,846.395 0.000 8,561.296 Not Full No -0.531 5.264 W014 8,567.460 25,322.390 31,154.388 0.000 8,562.273 Not Full No -0.553 5.187 W015 8,579.240 35,169.987 43,269.984 0.000 8,573.203 Not Full No -0.543 6.037 W016 8,577.700 52,051.580 64,039.575 0.000 8,571.473 Not Full No -0.483 6.227 W017 8,589.790 0.000 0.000 0.000 8,570.900 Not Full No -0.517 18.890 W018 8,572.900 24,232.121 29,813.019 0.000 8,567.666 Not Full No -0.501 5.234 W019 8,567.400 47,127.782 57,981.778 0.000 8,561.295 Not Full Yes -0.338 6.105 W021 8,564.450 21,743.151 82,474.016 0.000 8,559.789 Not Full No -0.418 4.661 W022 8,568.000 0.000 0.000 0.000 8,562.211 Not Full No -0.455 5.789 W023 8,568.070 20,036.031 75,998.729 0.000 8,562.985 Not Full No -0.451 5.085 W025 8,575.000 35,873.386 44,135.383 0.000 8,567.746 Not Full No -0.321 7.254 W026 8,577.400 47,831.182 58,847.178 0.000 8,569.920 Not Full Yes -0.347 7.480 Date: Sunday, December 13, 2020, Time: 15:23:37, Page 7 ULTIMATE WWCS & LOADING: MANHOLE TABLE ID Rim Elevation (ft) Base Flow (gpd) Total Flow (gpd) Storm Flow (gpd) Grade (ft)Status Hydraulic Jump Surcharge Depth (ft) Unfilled Depth (ft) W027 8,580.800 0.000 0.000 0.000 8,574.330 Not Full No -0.437 6.470 W028 8,584.550 77,373.970 95,193.964 0.000 8,579.049 Not Full No -0.468 5.501 W028A 8,587.380 54,865.179 67,501.174 0.000 8,581.509 Not Full No -0.537 5.871 W029 8,586.200 0.000 0.000 0.000 8,579.666 Not Full Yes -0.501 6.534 W030 8,588.510 56,271.979 69,231.974 0.000 8,580.507 Not Full No -0.540 8.003 W031 8,590.820 0.000 0.000 0.000 8,582.820 Not Full No -0.667 8.000 W032 8,597.410 0.000 0.000 0.000 8,592.710 Not Full No -0.667 4.700 W033 8,591.320 0.000 0.000 0.000 8,583.820 Not Full No -0.667 7.500 W034 8,586.700 0.000 0.000 0.000 8,580.000 Not Full No -0.667 6.700 W035 8,582.400 79,484.170 97,790.163 0.000 8,576.756 Not Full No -0.510 5.644 W036 8,579.000 77,373.970 95,193.964 0.000 8,571.923 Not Full No -0.444 7.077 W038 8,571.800 21,156.895 80,250.291 0.000 8,567.932 Not Full No -0.535 3.868 WPR 8,544.050 381,640.176 1,042,855.748 0.000 8,539.251 Not Full No -0.162 4.799 Date: Sunday, December 13, 2020, Time: 15:23:37, Page 8 ULTIMATE WWCS & LOADING: PIPE TABLE ID From ID To ID Diameter (in) Length (ft)Slope Total Flow (gpd) Unpeakable Flow (gpd) Peakable Flow (gpd) Coverage Flow (gpd) Infiltration Flow (gpd) Storm Flow (gpd)Flow Type 0 W006A W006 8.000 139.400 0.004 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 1 W012 W011 10.000 46.100 0.022 770,060.242 582,933.689 48,473.082 0.000 0.000 0.000 Free Surface 10 W027 W026 8.000 322.700 0.011 231,927.112 174,039.134 14,471.995 0.000 0.000 0.000 Free Surface 100 FM011 FM008 12.000 291.400 0.010 1,279,581.093 33,536.147 452,740.150 0.000 0.000 0.000 Free Surface 1001 W033 W028A 8.000 272.600 0.009 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 1003 FM018 FM017 8.000 78.500 0.003 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 1005 W006 W005 8.000 108.700 0.011 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 1007 EMS001 EMS196 12.000 227.600 0.002 294,038.571 5,879.997 79,379.970 0.000 0.000 0.000 Free Surface 1009 EMS196 EMS195 12.000 164.400 0.002 294,038.571 5,879.997 79,379.970 0.000 0.000 0.000 Free Surface 101 FM004 FM003 15.000 101.400 0.053 1,884,732.789 53,049.152 716,165.729 0.000 0.000 0.000 Free Surface 1011 EMS195 EMS193 12.000 95.000 0.002 294,038.571 5,879.997 79,379.970 0.000 0.000 0.000 Free Surface 1013 EMS193 EMS180 12.000 154.600 0.002 294,038.571 5,879.997 79,379.970 0.000 0.000 0.000 Free Surface 1015 EMC035 EMC034 8.000 118.700 0.004 18,095.994 18,095.994 0.000 0.000 0.000 0.000 Free Surface 1017 CM001 A007 15.000 273.370 0.057 1,000,457.716 25,056.228 338,268.427 0.000 0.000 0.000 Free Surface 108 GPV003 GPV002 12.000 233.000 0.014 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 109 GPV002 GPV001 12.000 145.300 0.028 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 11 W028A W028 8.000 261.290 0.009 67,501.174 50,653.180 4,211.998 0.000 0.000 0.000 Free Surface 110 GPV001 EMC008 12.000 92.700 0.071 1,691,111.102 46,658.786 629,892.165 0.000 0.000 0.000 Free Surface 111 EMC008 EMC007 15.000 80.600 0.008 1,935,739.215 72,244.777 731,007.127 0.000 0.000 0.000 Free Surface 112 EMC007 EMC006 15.000 173.800 0.004 1,935,739.215 72,244.777 731,007.127 0.000 0.000 0.000 Free Surface 113 EMC006 EMC004 15.000 329.300 0.004 1,935,739.215 72,244.777 731,007.127 0.000 0.000 0.000 Free Surface 114 EMC004 EMC003 15.000 240.100 0.004 1,935,739.215 72,244.777 731,007.127 0.000 0.000 0.000 Free Surface 115 EMC003 EMC002 15.000 250.000 0.004 1,935,739.215 72,244.777 731,007.127 0.000 0.000 0.000 Free Surface 116 EMC002 EMC001 15.000 202.800 0.008 1,935,739.215 72,244.777 731,007.127 0.000 0.000 0.000 Free Surface 117 EMC001 A025 15.000 235.500 0.038 1,950,892.844 72,751.795 737,851.872 0.000 0.000 0.000 Free Surface 119 EMC009 EMC008 12.000 65.100 0.003 378,845.256 25,585.991 101,114.962 0.000 0.000 0.000 Free Surface 12 W030 W029 8.000 73.700 0.011 69,231.974 51,951.981 4,319.998 0.000 0.000 0.000 Free Surface 120 EMC010 EMC009 12.000 174.000 0.003 378,682.386 25,581.991 101,060.962 0.000 0.000 0.000 Free Surface 121 EMC011 EMC010 12.000 176.600 0.003 378,682.386 25,581.991 101,060.962 0.000 0.000 0.000 Free Surface 122 EMC012 EMC011 12.000 116.600 0.008 378,682.386 25,581.991 101,060.962 0.000 0.000 0.000 Free Surface 123 EMC013 EMC012 12.000 15.800 0.132 378,682.386 25,581.991 101,060.962 0.000 0.000 0.000 Free Surface 124 EMC014 EMC013 12.000 144.500 0.024 378,682.386 25,581.991 101,060.962 0.000 0.000 0.000 Free Surface 125 EMC015 EMC014 12.000 97.300 0.019 378,682.386 25,581.991 101,060.962 0.000 0.000 0.000 Free Surface 126 EMC016 EMC015A 12.000 507.800 0.012 378,682.386 25,581.991 101,060.962 0.000 0.000 0.000 Free Surface 127 EMC017 EMC016 12.000 163.600 0.016 378,682.386 25,581.991 101,060.962 0.000 0.000 0.000 Free Surface 128 EMC019 EMC017 12.000 77.700 0.010 378,682.386 25,581.991 101,060.962 0.000 0.000 0.000 Free Surface 129 EMC018 EMC017 8.000 31.000 0.025 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 13 W031 W030 8.000 135.100 0.017 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 130 EMS175 EMC019 12.000 257.900 0.033 338,517.609 6,943.997 93,743.965 0.000 0.000 0.000 Free Surface 131 EMS177 EMS175 12.000 50.800 0.016 302,626.579 6,079.997 82,079.969 0.000 0.000 0.000 Free Surface 132 EMS180 EMS179 12.000 38.200 0.150 302,626.579 6,079.997 82,079.969 0.000 0.000 0.000 Free Surface 14 W032 W031 8.000 474.810 0.020 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 146 EMC031 EMC019 8.000 115.300 0.010 43,505.984 18,557.993 6,236.998 0.000 0.000 0.000 Free Surface Date: Monday, December 14, 2020, Time: 07:59:28, Page 1 ULTIMATE WWCS & LOADING: PIPE TABLE ID From ID To ID Diameter (in) Length (ft)Slope Total Flow (gpd) Unpeakable Flow (gpd) Peakable Flow (gpd) Coverage Flow (gpd) Infiltration Flow (gpd) Storm Flow (gpd)Flow Type 147 EMC032 EMC031 8.000 115.300 0.062 18,095.994 18,095.994 0.000 0.000 0.000 0.000 Free Surface 148 EMC033 EMC032 8.000 400.000 0.063 18,095.994 18,095.994 0.000 0.000 0.000 0.000 Free Surface 149 EMC034 EMC033 8.000 193.300 0.115 18,095.994 18,095.994 0.000 0.000 0.000 0.000 Free Surface 15 W010 W009 10.000 325.200 0.008 898,566.472 681,480.101 56,667.579 0.000 0.000 0.000 Free Surface 16 CHG Q008 12.000 365.500 0.012 88,333.887 1,605.599 21,682.072 0.000 0.000 0.000 Free Surface 2 W013 W012 8.000 390.300 0.004 45,000.784 33,768.788 2,807.999 0.000 0.000 0.000 Free Surface 20 P020 P019 8.000 189.400 0.077 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 21 P021 P020 8.000 334.700 0.009 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 22 P018 P017 8.000 172.700 0.087 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 284 A021 A020 21.000 269.200 0.011 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 290 EOF001 A025 8.000 365.000 0.005 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 291 EOF002 EOF001 8.000 345.100 0.004 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 292 EOF003 EOF002 8.000 101.000 0.004 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 293 EOF004 EOF003 8.000 87.600 0.005 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 294 EOF005 EOF004 8.000 109.700 0.005 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 295 EOF006 EOF005 8.000 25.700 0.318 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 296 EOF007 EOF006 8.000 29.600 0.248 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 297 EOF008 EOF007 8.000 30.300 0.287 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 298 EOF009 EOF008 8.000 49.500 0.366 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 299 EOF010 EOF009 8.000 75.300 0.273 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 3 W014 W013 8.000 224.800 0.004 31,154.388 23,378.391 1,943.999 0.000 0.000 0.000 Free Surface 300 EOF011 EOF010 8.000 80.400 0.089 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 301 EOF012 EOF011 8.000 112.800 0.247 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 302 EOF013 EOF012 8.000 115.100 0.029 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 303 EOF014 EOF013 8.000 132.400 0.031 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 304 EOF015 EOF014 8.000 148.600 0.006 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 305 EOF016 EOF015 8.000 78.100 0.008 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 306 EOF017 EOF016 8.000 88.400 0.010 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 307 EOF018 EOF017 8.000 156.000 0.033 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 308 EMN036 EOF018 8.000 15.000 0.401 97,459.964 1,772.000 23,921.991 0.000 0.000 0.000 Free Surface 34 P016 P015 8.000 171.100 0.599 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 35 E010 E009 10.000 71.400 0.074 1,143,561.782 687,426.584 136,944.994 0.000 0.000 0.000 Free Surface 36 B003 B002 24.000 194.500 0.007 5,486,728.686 855,429.185 2,160,694.228 0.000 0.000 0.000 Free Surface 37 B004 B003 24.000 81.800 0.024 5,486,728.686 855,429.185 2,160,694.228 0.000 0.000 0.000 Free Surface 38 B005 B004 24.000 178.300 0.016 5,486,728.686 855,429.185 2,160,694.228 0.000 0.000 0.000 Free Surface 39 B006 B005 24.000 284.000 0.016 5,486,728.686 855,429.185 2,160,694.228 0.000 0.000 0.000 Free Surface 4 W016 W017 8.000 77.100 0.007 107,309.559 80,525.569 6,695.997 0.000 0.000 0.000 Free Surface 40 B007 B006 24.000 76.000 0.000 5,486,728.686 855,429.185 2,160,694.228 0.000 0.000 0.000 Pressurized 41 Q001 B002 18.000 23.700 -0.010 1,255,871.149 32,801.356 442,825.523 0.000 0.000 0.000 Pressurized 42 Q002 Q001 18.000 40.500 -0.006 1,255,871.149 32,801.356 442,825.523 0.000 0.000 0.000 Pressurized 43 Q004 Q003 18.000 121.300 0.003 1,189,921.141 30,771.757 415,419.453 0.000 0.000 0.000 Free Surface 44 B008 B007 24.000 110.000 0.010 5,446,194.922 853,829.094 2,139,093.001 0.000 0.000 0.000 Free Surface 45 B009 B008 24.000 206.600 0.017 5,376,283.954 851,074.096 2,101,900.515 0.000 0.000 0.000 Free Surface Date: Monday, December 14, 2020, Time: 07:59:28, Page 2 ULTIMATE WWCS & LOADING: PIPE TABLE ID From ID To ID Diameter (in) Length (ft)Slope Total Flow (gpd) Unpeakable Flow (gpd) Peakable Flow (gpd) Coverage Flow (gpd) Infiltration Flow (gpd) Storm Flow (gpd)Flow Type 452 W002 W004 8.000 773.100 0.006 67,284.824 50,490.831 4,198.498 0.000 0.000 0.000 Free Surface 46 B010 B009 24.000 211.100 0.007 5,376,283.954 851,074.096 2,101,900.515 0.000 0.000 0.000 Free Surface 460 B014 B013 24.000 182.600 0.007 4,282,775.305 157,550.113 1,882,640.652 0.000 0.000 0.000 Free Surface 461 A020 A019 21.000 368.400 0.010 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 463 E009 B010 12.000 93.900 0.006 1,164,882.411 687,971.984 144,307.891 0.000 0.000 0.000 Free Surface 464 CM003 CM002 15.000 253.500 0.005 982,961.990 24,538.829 331,283.529 0.000 0.000 0.000 Free Surface 465 Q003 Q002 18.000 338.600 0.004 1,255,871.149 32,801.356 442,825.523 0.000 0.000 0.000 Free Surface 466 P023 P022 8.000 249.200 0.034 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 467 P022 P019 8.000 339.800 0.057 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 468 P014 P013 8.000 255.200 0.047 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 469 P012 P011 8.000 170.800 0.006 89,759.966 1,631.999 22,031.992 0.000 0.000 0.000 Free Surface 47 B011 B010 24.000 336.500 0.010 4,293,576.552 157,968.113 1,888,283.650 0.000 0.000 0.000 Free Surface 470 P011 P010 8.000 151.000 0.048 89,759.966 1,631.999 22,031.992 0.000 0.000 0.000 Free Surface 471 P010 P009 8.000 212.400 0.026 89,759.966 1,631.999 22,031.992 0.000 0.000 0.000 Free Surface 472 P009 P008 8.000 234.600 0.133 89,759.966 1,631.999 22,031.992 0.000 0.000 0.000 Free Surface 473 P008 P005 8.000 231.200 0.025 89,759.966 1,631.999 22,031.992 0.000 0.000 0.000 Free Surface 474 FM003 FM002 15.000 180.300 0.005 1,884,732.789 53,049.152 716,165.729 0.000 0.000 0.000 Free Surface 475 FM002 FM001 15.000 122.500 0.006 1,884,732.789 53,049.152 716,165.729 0.000 0.000 0.000 Free Surface 48 B012 B011 24.000 379.500 0.005 4,293,576.552 157,968.113 1,888,283.650 0.000 0.000 0.000 Free Surface 49 B013 B012 24.000 243.300 0.015 4,293,576.552 157,968.113 1,888,283.650 0.000 0.000 0.000 Free Surface 5 W018 W019 8.000 399.100 0.017 137,122.577 102,897.390 8,556.297 0.000 0.000 0.000 Free Surface 50 A001 B014 24.000 113.600 0.033 4,282,775.305 157,550.113 1,882,640.652 0.000 0.000 0.000 Free Surface 51 FM001 A001 24.000 32.600 0.060 1,886,092.101 53,094.352 716,775.929 0.000 0.000 0.000 Free Surface 510 CM004 CM003 15.000 114.400 0.001 966,207.596 24,043.353 324,594.598 0.000 0.000 0.000 Free Surface 511 CM005 CM004 15.000 318.300 0.002 966,207.596 24,043.353 324,594.598 0.000 0.000 0.000 Free Surface 512 CM006 CM005 15.000 131.800 0.002 922,586.456 22,763.353 307,314.604 0.000 0.000 0.000 Free Surface 513 CM007 CM006 15.000 183.200 0.002 922,586.456 22,763.353 307,314.604 0.000 0.000 0.000 Free Surface 514 CM008 CM007 15.000 384.600 0.001 922,586.456 22,763.353 307,314.604 0.000 0.000 0.000 Free Surface 515 CM009 CM008 8.000 184.900 0.012 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 516 CM010 CM009 8.000 111.700 0.010 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 517 CM011 CM010 8.000 400.000 0.010 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 518 CM012 CM011 8.000 52.200 0.038 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 519 CM013 CM008 15.000 154.500 0.001 906,398.640 22,291.353 300,942.607 0.000 0.000 0.000 Free Surface 52 A002 A001 24.000 241.300 0.009 2,862,648.544 104,455.761 1,165,864.723 0.000 0.000 0.000 Free Surface 520 CM014 CM013 15.000 118.300 0.002 906,398.640 22,291.353 300,942.607 0.000 0.000 0.000 Free Surface 521 CM015 CM014 15.000 132.600 0.005 839,057.370 20,343.353 274,644.617 0.000 0.000 0.000 Free Surface 522 CM016 CM015 15.000 379.000 0.008 839,057.370 20,343.353 274,644.617 0.000 0.000 0.000 Free Surface 523 CM017 CM016 15.000 247.300 0.009 839,057.370 20,343.353 274,644.617 0.000 0.000 0.000 Free Surface 524 CM018 CM017 8.000 30.700 0.016 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 525 CM020 CM017 15.000 199.800 0.014 839,057.370 20,343.353 274,644.617 0.000 0.000 0.000 Free Surface 526 CM021 CM020 15.000 76.300 0.026 839,057.370 20,343.353 274,644.617 0.000 0.000 0.000 Free Surface 527 CM022 CM021 15.000 140.200 0.010 839,057.370 20,343.353 274,644.617 0.000 0.000 0.000 Free Surface 528 CM023 CM022 15.000 154.800 0.052 839,057.370 20,343.353 274,644.617 0.000 0.000 0.000 Free Surface Date: Monday, December 14, 2020, Time: 07:59:28, Page 3 ULTIMATE WWCS & LOADING: PIPE TABLE ID From ID To ID Diameter (in) Length (ft)Slope Total Flow (gpd) Unpeakable Flow (gpd) Peakable Flow (gpd) Coverage Flow (gpd) Infiltration Flow (gpd) Storm Flow (gpd)Flow Type 529 CM024 CM023 15.000 132.000 0.006 839,057.370 20,343.353 274,644.617 0.000 0.000 0.000 Free Surface 53 A003 A002 24.000 237.900 0.006 2,862,648.544 104,455.761 1,165,864.723 0.000 0.000 0.000 Free Surface 54 FM012 FM011 8.000 56.100 0.009 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 55 A005 A004 21.000 408.900 0.009 2,841,431.560 103,693.287 1,155,571.326 0.000 0.000 0.000 Free Surface 56 A006 A005 21.000 372.700 0.019 2,841,431.560 103,693.287 1,155,571.326 0.000 0.000 0.000 Free Surface 57 A007 A006 21.000 212.200 0.014 2,841,431.560 103,693.287 1,155,571.326 0.000 0.000 0.000 Free Surface 58 FM014 FM013 12.000 210.500 0.005 1,279,581.093 33,536.147 452,740.150 0.000 0.000 0.000 Free Surface 581 GPV004 GPV003 12.000 20.300 0.026 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 582 GPV005 GPV004 12.000 252.400 0.026 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 583 GPV006 GPV005 12.000 246.800 0.009 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 584 END2 GPV007 8.000 8.800 0.023 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 585 GPV008 GPV007 12.000 28.900 0.020 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 586 GPV009 GPV008 12.000 46.400 0.014 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 587 GPV010 GPV009 12.000 128.900 0.014 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 588 GPV014 GPV010 12.000 99.600 0.012 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 589 GPV015 GPV014 12.000 71.700 0.013 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 59 FM015 FM014 8.000 272.700 0.005 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 590 GPV016 GPV015 12.000 383.800 0.010 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 591 GPV017 GPV016 12.000 383.800 0.010 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 592 GPV018 GPV017 12.000 66.400 0.009 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 593 GPV0019 GPV018 12.000 247.100 0.006 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 6 W019 W012 10.000 360.500 0.006 717,387.506 542,541.023 45,114.283 0.000 0.000 0.000 Free Surface 61 FM016 FM015 8.000 71.100 0.009 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 62 FM017 FM016 8.000 171.400 0.010 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 63 FM019 FM018 8.000 331.900 0.015 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 632 A004 A003 24.000 307.900 0.000 2,841,431.560 103,693.287 1,155,571.326 0.000 0.000 0.000 Pressurized 633 Q006 Q005 10.000 370.500 0.011 1,174,785.801 30,307.758 409,155.456 0.000 0.000 0.000 Free Surface 634 P001 Q007 8.000 267.400 0.043 203,667.492 3,847.768 51,944.870 0.000 0.000 0.000 Free Surface 637 CM024A CM024 15.000 286.000 0.027 799,903.705 19,219.353 259,470.622 0.000 0.000 0.000 Free Surface 638 CM025 CM024A 15.000 97.900 0.028 799,903.705 19,219.353 259,470.622 0.000 0.000 0.000 Free Surface 639 CM026 CM025 8.000 381.600 0.005 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface 640 CM027 CM026 8.000 359.900 0.004 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface 641 CM028 CM027 8.000 295.100 0.003 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface 642 CM029 CM028 8.000 83.600 0.014 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface 643 CM030 CM029 8.000 96.700 0.009 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface 644 CM031 CM030 8.000 145.100 0.016 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface 645 CM033 CM031 8.000 147.600 0.006 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 647 CM034 CM031 8.000 147.000 0.006 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface 648 CM035 CM034 8.000 40.800 0.015 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface 649 CM036 CM035 8.000 187.700 0.007 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface 65 CM002 CM001 15.000 242.900 0.007 1,000,457.716 25,056.228 338,268.427 0.000 0.000 0.000 Free Surface 650 CM037 CM036 8.000 74.500 0.005 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface 651 CM038 CM037 8.000 124.800 0.009 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface Date: Monday, December 14, 2020, Time: 07:59:28, Page 4 ULTIMATE WWCS & LOADING: PIPE TABLE ID From ID To ID Diameter (in) Length (ft)Slope Total Flow (gpd) Unpeakable Flow (gpd) Peakable Flow (gpd) Coverage Flow (gpd) Infiltration Flow (gpd) Storm Flow (gpd)Flow Type 652 CM039 CM038 8.000 68.100 0.000 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Pressurized 653 CM040 CM039 8.000 112.500 0.006 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface 654 CM041 CM040 8.000 192.300 0.006 211,333.389 3,999.999 53,999.980 0.000 0.000 0.000 Free Surface 66 A008 A007 21.000 380.100 0.019 2,125,260.114 78,637.059 817,302.900 0.000 0.000 0.000 Free Surface 660 GPV021 GPV020 12.000 338.100 0.005 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 661 GPV020 GPV0019 12.000 162.200 0.005 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 67 A010 A008 21.000 212.100 0.028 2,125,260.114 78,637.059 817,302.900 0.000 0.000 0.000 Free Surface 672 CM035A CM035 8.000 248.000 0.003 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 677 W029 W028 8.000 130.300 0.004 69,231.974 51,951.981 4,319.998 0.000 0.000 0.000 Free Surface 678 W011 W010 10.000 107.000 0.014 898,566.472 681,480.101 56,667.579 0.000 0.000 0.000 Free Surface 679 Q009 CHG 12.000 80.000 0.010 88,333.887 1,605.599 21,682.072 0.000 0.000 0.000 Free Surface 681 W028 W027 8.000 199.200 0.023 231,927.112 174,039.134 14,471.995 0.000 0.000 0.000 Free Surface 682 W026 W025 8.000 330.500 0.006 290,774.290 218,198.317 18,143.993 0.000 0.000 0.000 Free Surface 683 W035 W036 8.000 399.800 0.011 97,790.163 73,382.172 6,101.998 0.000 0.000 0.000 Free Surface 684 W017 W018 8.000 173.500 0.015 107,309.559 80,525.569 6,695.997 0.000 0.000 0.000 Free Surface 685 W001 W002 8.000 176.400 0.003 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 687 W005 W004 8.000 18.800 0.004 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 688 Q008 Q003 12.000 362.400 0.020 88,333.887 1,605.599 21,682.072 0.000 0.000 0.000 Free Surface 689 Q005 Q004 10.000 184.600 0.021 1,174,785.801 30,307.758 409,155.456 0.000 0.000 0.000 Free Surface 69 A011 A010 21.000 161.400 0.016 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 690 Q007 Q006 10.000 86.700 0.006 1,174,785.801 30,307.758 409,155.456 0.000 0.000 0.000 Pressurized 691 P005 P001 8.000 98.100 0.120 133,783.306 2,459.999 33,209.987 0.000 0.000 0.000 Free Surface 693 P006 P005 8.000 177.500 0.061 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 697 P013 P012 8.000 158.400 0.042 89,759.966 1,631.999 22,031.992 0.000 0.000 0.000 Free Surface 698 P015 P014 8.000 275.900 0.056 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 699 P017 P015 8.000 218.500 0.016 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 7 W025 W019 8.000 375.100 0.016 526,470.012 396,133.849 32,939.988 0.000 0.000 0.000 Free Surface 70 A012 A011 21.000 348.600 0.016 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 700 P019 P017 8.000 237.400 0.014 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 702 FM010 FM009 10.000 202.900 0.006 528,510.894 11,767.995 158,867.940 0.000 0.000 0.000 Free Surface 71 A013 A012 21.000 284.100 0.015 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 72 A014 A013 21.000 332.000 0.015 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 73 A015 A014 21.000 328.900 0.013 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 74 A016 A015 21.000 264.500 0.013 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 75 A017 A016 21.000 172.500 0.011 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 76 A018 A017 21.000 343.800 0.012 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 77 A019 A018 21.000 351.000 0.013 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 78 E002 E003 8.000 202.100 0.031 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 79 E001 E002 8.000 129.900 0.031 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 8 W036 W025 8.000 399.800 0.011 192,984.127 144,816.145 12,041.995 0.000 0.000 0.000 Free Surface 80 W004 W011 8.000 230.000 0.004 131,324.400 98,546.412 8,194.497 0.000 0.000 0.000 Free Surface 81 E003 E004 8.000 84.400 0.031 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 82 E004 B007 8.000 357.100 0.004 88,005.001 1,600.091 21,601.227 0.000 0.000 0.000 Pressurized Date: Monday, December 14, 2020, Time: 07:59:28, Page 5 ULTIMATE WWCS & LOADING: PIPE TABLE ID From ID To ID Diameter (in) Length (ft)Slope Total Flow (gpd) Unpeakable Flow (gpd) Peakable Flow (gpd) Coverage Flow (gpd) Infiltration Flow (gpd) Storm Flow (gpd)Flow Type 83 FM006 FM005 8.000 367.600 0.009 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 84 A022 A021 21.000 237.900 0.009 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 85 A023 A022 15.000 92.700 0.005 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 86 A024 A023 15.000 199.300 0.011 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 87 A025 A024 15.000 400.000 0.004 2,123,967.476 78,593.058 816,708.900 0.000 0.000 0.000 Free Surface 88 W038 W023 8.000 349.500 0.014 80,250.291 1,459.097 19,697.799 0.000 0.000 0.000 Free Surface 9 W034 W035 8.000 339.100 0.010 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 91 W023 W022 8.000 103.000 0.007 152,963.978 2,840.896 38,352.031 0.000 0.000 0.000 Free Surface 922 W015 W016 8.000 381.400 0.005 43,269.984 32,469.988 2,699.999 0.000 0.000 0.000 Free Surface 926 WPR Q007 10.000 149.400 0.005 1,042,855.748 26,320.310 355,319.866 0.000 0.000 0.000 Free Surface 93 W022 W021 8.000 292.800 0.008 152,963.978 2,840.896 38,352.031 0.000 0.000 0.000 Free Surface 94 W021 W009 8.000 399.800 0.010 227,928.967 4,340.425 58,595.653 0.000 0.000 0.000 Free Surface 956 EC023 EC022 8.000 117.100 0.011 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 957 EC022 EC019 8.000 31.300 0.006 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 958 EC020 EC019 8.000 169.600 0.025 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 959 EC019 EC018 8.000 26.200 0.015 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 96 W009 E010 10.000 311.300 0.017 1,143,561.782 687,426.584 136,944.994 0.000 0.000 0.000 Free Surface 960 EC018 EC017 8.000 47.300 0.013 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 961 EC017 EC016 8.000 38.400 0.008 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 962 EC016 EC015 8.000 50.400 0.010 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 963 EC015 EC014 8.000 50.200 0.010 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 964 EC014 EC013 8.000 57.300 0.028 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 965 EC013 EC012 8.000 83.500 0.001 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 966 EC012 EC008 8.000 73.800 0.033 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 967 EC021 EC020 8.000 21.100 0.014 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 968 CM028A CM028 8.000 152.300 0.007 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 97 FM007 FM004 15.000 244.200 0.006 1,832,014.363 51,296.153 692,500.238 0.000 0.000 0.000 Free Surface 972 EC008 EC007 8.000 87.100 0.007 17,599.993 320.000 4,319.998 0.000 0.000 0.000 Free Surface 973 EC005 EC004 8.000 172.700 0.009 17,599.993 320.000 4,319.998 0.000 0.000 0.000 Free Surface 974 EC006 EC005 8.000 46.700 0.006 17,599.993 320.000 4,319.998 0.000 0.000 0.000 Free Surface 975 EC007 EC006 8.000 45.000 0.009 17,599.993 320.000 4,319.998 0.000 0.000 0.000 Free Surface 976 EC003 EC002 8.000 368.500 0.005 17,599.993 320.000 4,319.998 0.000 0.000 0.000 Free Surface 977 EC004 EC003 8.000 214.600 0.005 17,599.993 320.000 4,319.998 0.000 0.000 0.000 Free Surface 978 EC002 EC001 8.000 139.800 0.009 17,599.993 320.000 4,319.998 0.000 0.000 0.000 Free Surface 979 EC001 CM002 8.000 49.060 0.008 25,299.990 459.999 6,209.998 0.000 0.000 0.000 Free Surface 98 FM009 FM008 10.000 15.800 0.036 528,510.894 11,767.995 158,867.940 0.000 0.000 0.000 Free Surface 989 W002A W002 8.000 226.100 0.007 0.000 0.000 0.000 0.000 0.000 0.000 Free Surface 99 FM005 FM004 8.000 321.700 0.012 34,539.987 628.000 8,477.997 0.000 0.000 0.000 Free Surface 991 GPV007 GPV006 12.000 230.900 0.024 1,651,872.898 45,380.143 612,630.489 0.000 0.000 0.000 Free Surface 993 EMC015A EMC015 12.000 507.800 0.005 378,682.386 25,581.991 101,060.962 0.000 0.000 0.000 Free Surface 995 EMS179 EMS177 12.000 151.400 0.073 302,626.579 6,079.997 82,079.969 0.000 0.000 0.000 Free Surface 997 FM008 FM007 15.000 275.200 0.008 1,832,014.363 51,296.153 692,500.238 0.000 0.000 0.000 Free Surface 999 FM013 FM011 12.000 224.100 0.008 1,279,581.093 33,536.147 452,740.150 0.000 0.000 0.000 Free Surface Date: Monday, December 14, 2020, Time: 07:59:28, Page 6 ULTIMATE WWCS & LOADING: PIPE TABLE ID Velocity (ft/s)d/D q/Q Water Depth (ft) Critical Depth (ft) Froude Number Full Flow (gpd) Coverage Count Backwater Adjustment Adjusted Depth (ft) Adjusted Velocity (ft/s) 0 0.000 0.000 0.000 0.000 0.000 0.000 556,554.688 0.000 No 0.000 0.000 1 5.480 0.420 0.368 0.350 0.487 1.879 2,091,129.699 0.000 No 0.350 5.480 10 3.366 0.345 0.255 0.230 0.278 1.446 908,374.610 0.000 No 0.230 3.366 100 4.888 0.512 0.521 0.512 0.600 1.353 2,456,148.122 0.000 Yes 0.562 4.357 1001 0.000 0.000 0.000 0.000 0.000 0.000 725,515.181 0.000 Yes 0.015 0.000 1003 0.000 0.000 0.000 0.000 0.000 0.000 441,912.898 0.000 No 0.000 0.000 1005 0.000 0.000 0.000 0.000 0.000 0.000 829,595.990 0.000 Yes 0.020 0.000 1007 1.921 0.341 0.251 0.341 0.279 0.678 1,172,316.941 0.000 No 0.341 1.921 1009 1.919 0.342 0.251 0.342 0.279 0.677 1,170,432.875 0.000 No 0.342 1.919 101 9.966 0.288 0.181 0.360 0.686 3.455 10,416,792.495 0.000 Yes 0.517 6.079 1011 1.926 0.341 0.250 0.341 0.279 0.680 1,175,963.961 0.000 No 0.341 1.926 1013 1.922 0.341 0.251 0.341 0.279 0.678 1,172,953.732 0.000 No 0.341 1.922 1015 1.102 0.126 0.034 0.084 0.075 0.810 536,642.486 0.000 No 0.084 1.102 1017 8.511 0.206 0.093 0.257 0.493 3.535 10,795,092.847 0.000 Yes 0.304 6.716 108 6.058 0.529 0.550 0.529 0.685 1.642 3,003,570.609 0.000 No 0.529 6.058 109 7.738 0.437 0.396 0.437 0.685 2.364 4,170,652.859 0.000 No 0.437 7.738 11 2.192 0.194 0.083 0.129 0.147 1.285 818,098.035 0.000 No 0.129 2.192 110 10.940 0.344 0.254 0.344 0.693 3.842 6,648,550.177 0.000 Yes 0.401 8.889 111 4.950 0.495 0.491 0.618 0.696 1.254 3,945,240.621 0.000 Yes 0.675 4.432 112 3.711 0.625 0.715 0.781 0.696 0.801 2,708,613.621 0.000 No 0.781 3.711 113 4.019 0.585 0.645 0.731 0.696 0.911 2,998,896.520 0.000 No 0.731 4.019 114 3.734 0.622 0.709 0.777 0.696 0.809 2,729,855.417 0.000 No 0.777 3.734 115 3.773 0.616 0.700 0.770 0.696 0.823 2,765,970.663 0.000 No 0.770 3.773 116 5.109 0.482 0.470 0.603 0.696 1.314 4,115,289.193 0.000 No 0.603 5.109 117 8.951 0.319 0.221 0.399 0.699 2.932 8,845,749.745 0.000 Yes 0.451 7.558 119 2.240 0.367 0.288 0.367 0.318 0.758 1,315,200.381 0.000 Yes 0.413 1.916 12 2.311 0.190 0.079 0.127 0.149 1.369 872,724.493 0.000 No 0.127 2.311 120 2.271 0.364 0.282 0.364 0.318 0.773 1,340,776.983 0.000 No 0.364 2.271 121 2.413 0.348 0.260 0.348 0.318 0.842 1,457,895.661 0.000 No 0.348 2.413 122 3.240 0.281 0.172 0.281 0.318 1.273 2,197,445.675 0.000 Yes 0.294 3.036 123 8.828 0.139 0.042 0.139 0.318 5.026 9,075,055.544 0.000 No 0.139 8.828 124 4.884 0.210 0.097 0.210 0.318 2.243 3,914,838.722 0.000 No 0.210 4.884 125 4.439 0.225 0.111 0.225 0.318 1.967 3,420,782.342 0.000 No 0.225 4.439 126 3.744 0.253 0.141 0.253 0.318 1.556 2,691,463.426 0.000 No 0.253 3.744 127 4.218 0.233 0.119 0.233 0.318 1.834 3,183,299.163 0.000 No 0.233 4.218 128 3.525 0.264 0.153 0.264 0.318 1.431 2,473,673.944 0.000 No 0.264 3.525 129 0.000 0.000 0.000 0.000 0.000 0.000 1,328,279.765 0.000 Yes 0.091 0.000 13 0.000 0.000 0.000 0.000 0.000 0.000 1,116,461.783 0.000 Yes 0.013 0.000 130 5.228 0.185 0.075 0.185 0.300 2.566 4,516,671.390 0.000 No 0.185 5.228 131 3.929 0.209 0.096 0.209 0.283 1.809 3,158,325.022 0.000 No 0.209 3.929 132 8.636 0.121 0.031 0.121 0.283 5.281 9,678,599.090 0.000 No 0.121 8.636 14 0.000 0.000 0.000 0.000 0.000 0.000 1,205,627.047 0.000 No 0.000 0.000 146 1.942 0.156 0.053 0.104 0.118 1.278 828,600.701 0.000 Yes 0.109 1.806 Date: Monday, December 14, 2020, Time: 07:59:28, Page 7 ULTIMATE WWCS & LOADING: PIPE TABLE ID Velocity (ft/s)d/D q/Q Water Depth (ft) Critical Depth (ft) Froude Number Full Flow (gpd) Coverage Count Backwater Adjustment Adjusted Depth (ft) Adjusted Velocity (ft/s) 147 2.869 0.066 0.009 0.044 0.075 2.940 2,112,525.571 0.000 No 0.044 2.869 148 2.879 0.065 0.009 0.044 0.075 2.955 2,123,786.122 0.000 No 0.044 2.879 149 3.560 0.057 0.006 0.038 0.075 3.929 2,881,377.176 0.000 No 0.038 3.560 15 3.906 0.621 0.708 0.518 0.528 1.037 1,269,529.620 0.000 No 0.518 3.906 16 2.328 0.128 0.035 0.128 0.151 1.384 2,521,643.081 0.000 No 0.128 2.328 2 1.364 0.204 0.091 0.136 0.120 0.780 495,067.623 0.000 No 0.136 1.364 20 0.000 0.000 0.000 0.000 0.000 0.000 2,350,476.011 0.000 No 0.000 0.000 21 0.000 0.000 0.000 0.000 0.000 0.000 811,141.206 0.000 No 0.000 0.000 22 0.000 0.000 0.000 0.000 0.000 0.000 2,500,132.744 0.000 No 0.000 0.000 284 5.691 0.289 0.183 0.507 0.659 1.663 11,624,970.773 0.000 No 0.507 5.691 290 1.966 0.272 0.161 0.181 0.178 0.964 603,952.856 0.000 Yes 0.342 0.835 291 1.816 0.288 0.180 0.192 0.178 0.863 540,325.104 0.000 No 0.192 1.816 292 1.878 0.281 0.172 0.187 0.178 0.904 566,251.255 0.000 No 0.187 1.878 293 1.976 0.271 0.160 0.180 0.178 0.970 608,019.924 0.000 No 0.180 1.976 294 1.959 0.272 0.162 0.182 0.178 0.958 600,677.879 0.000 No 0.182 1.959 295 8.439 0.099 0.020 0.066 0.178 7.019 4,780,156.605 0.000 No 0.066 8.439 296 7.741 0.105 0.023 0.070 0.178 6.247 4,224,407.273 0.000 No 0.070 7.741 297 8.144 0.101 0.021 0.068 0.178 6.690 4,543,098.796 0.000 No 0.068 8.144 298 8.866 0.096 0.019 0.064 0.178 7.501 5,129,798.370 0.000 No 0.064 8.866 299 8.010 0.102 0.022 0.068 0.178 6.542 4,436,028.140 0.000 No 0.068 8.010 3 1.225 0.170 0.063 0.113 0.099 0.770 495,478.258 0.000 No 0.113 1.225 300 5.404 0.134 0.039 0.089 0.178 3.843 2,528,044.351 0.000 No 0.089 5.404 301 7.730 0.105 0.023 0.070 0.178 6.235 4,215,990.402 0.000 No 0.070 7.730 302 3.633 0.176 0.068 0.118 0.178 2.240 1,436,424.869 0.000 No 0.118 3.633 303 3.732 0.173 0.065 0.115 0.178 2.324 1,492,834.087 0.000 No 0.115 3.732 304 2.136 0.256 0.144 0.171 0.178 1.081 678,290.923 0.000 No 0.171 2.136 305 2.266 0.246 0.132 0.164 0.178 1.173 737,333.721 0.000 No 0.164 2.266 306 2.510 0.228 0.114 0.152 0.178 1.350 851,201.692 0.000 No 0.152 2.510 307 3.796 0.171 0.064 0.114 0.178 2.379 1,529,344.367 0.000 No 0.114 3.796 308 9.158 0.094 0.018 0.062 0.178 7.837 5,374,229.684 0.000 No 0.062 9.158 34 0.000 0.000 0.000 0.000 0.000 0.000 6,565,994.811 0.000 No 0.000 0.000 35 10.131 0.357 0.273 0.297 0.597 3.817 4,194,611.021 0.000 Yes 0.332 8.735 36 6.378 0.440 0.400 0.880 1.039 1.373 13,712,828.847 0.000 Yes 1.190 4.357 37 9.786 0.320 0.222 0.640 1.039 2.529 24,709,206.593 0.000 Yes 0.735 8.106 38 8.425 0.357 0.273 0.714 1.039 2.048 20,079,348.416 0.000 No 0.714 8.425 39 8.358 0.359 0.276 0.719 1.039 2.025 19,857,984.724 0.000 No 0.719 8.358 4 2.128 0.275 0.165 0.183 0.187 1.036 649,250.431 0.000 No 0.183 2.128 40 2.702 1.000 10.925 2.000 0.303 0.337 502,230.238 0.000 No 2.000 2.702 41 1.100 1.000 1.500 0.000 0.158 0.000 No 1.500 1.100 42 1.100 1.000 1.500 0.000 0.158 0.000 Yes 1.500 1.100 43 3.154 0.365 0.285 0.548 0.511 0.874 4,181,485.849 0.000 Yes 0.608 2.743 44 7.090 0.404 0.343 0.808 1.035 1.606 15,881,914.630 0.000 Yes 1.507 3.319 45 8.600 0.347 0.258 0.693 1.028 2.126 20,818,616.982 0.000 Yes 1.808 2.785 Date: Monday, December 14, 2020, Time: 07:59:28, Page 8 ULTIMATE WWCS & LOADING: PIPE TABLE ID Velocity (ft/s)d/D q/Q Water Depth (ft) Critical Depth (ft) Froude Number Full Flow (gpd) Coverage Count Backwater Adjustment Adjusted Depth (ft) Adjusted Velocity (ft/s) 452 1.912 0.213 0.100 0.142 0.147 1.067 675,373.181 0.000 No 0.142 1.912 46 6.353 0.434 0.391 0.869 1.028 1.378 13,740,017.443 0.000 No 0.869 6.353 460 5.902 0.387 0.317 0.774 0.912 1.370 13,503,285.071 0.000 No 0.774 5.902 461 5.591 0.293 0.187 0.513 0.659 1.622 11,342,147.961 0.000 No 0.513 5.591 463 3.927 0.566 0.614 0.566 0.572 1.017 1,896,750.694 0.000 Yes 0.718 2.987 464 3.666 0.371 0.294 0.464 0.488 1.103 3,346,005.580 0.000 No 0.464 3.666 465 3.336 0.364 0.284 0.547 0.525 0.926 4,426,547.886 0.000 Yes 1.328 1.174 466 0.000 0.000 0.000 0.000 0.000 0.000 1,557,504.217 0.000 No 0.000 0.000 467 0.000 0.000 0.000 0.000 0.000 0.000 2,016,520.003 0.000 No 0.000 0.000 468 0.000 0.000 0.000 0.000 0.000 0.000 1,831,878.869 0.000 Yes 0.001 0.000 469 2.057 0.248 0.135 0.165 0.170 1.059 665,141.926 0.000 No 0.165 2.057 47 6.612 0.356 0.272 0.713 0.913 1.609 15,775,363.124 0.000 Yes 0.791 5.748 470 4.239 0.150 0.048 0.100 0.170 2.847 1,852,428.192 0.000 No 0.100 4.239 471 3.442 0.173 0.065 0.115 0.170 2.145 1,377,464.340 0.000 No 0.115 3.442 472 6.073 0.117 0.029 0.078 0.170 4.633 3,093,690.761 0.000 Yes 0.097 4.397 473 3.382 0.175 0.067 0.117 0.170 2.094 1,343,642.367 0.000 No 0.117 3.382 474 4.238 0.548 0.582 0.685 0.686 1.004 3,239,456.480 0.000 No 0.685 4.238 475 4.586 0.514 0.524 0.643 0.686 1.133 3,595,451.359 0.000 No 0.643 4.586 48 5.163 0.429 0.382 0.857 0.913 1.129 11,237,605.128 0.000 No 0.857 5.163 49 7.676 0.320 0.221 0.639 0.913 1.986 19,399,257.836 0.000 Yes 0.748 6.192 5 3.122 0.249 0.136 0.166 0.212 1.603 1,007,007.268 0.000 Yes 0.281 1.520 50 10.171 0.261 0.149 0.521 0.912 2.943 28,778,496.930 0.000 No 0.521 10.171 51 9.918 0.150 0.048 0.299 0.596 3.849 39,041,560.688 0.000 Yes 0.360 7.581 510 2.259 0.531 0.553 0.664 0.484 0.547 1,748,185.638 0.000 No 0.664 2.259 511 2.272 0.528 0.549 0.661 0.484 0.551 1,761,077.218 0.000 Yes 0.662 2.266 512 2.251 0.513 0.522 0.641 0.473 0.557 1,766,580.337 0.000 Yes 0.651 2.210 513 2.258 0.512 0.520 0.640 0.473 0.559 1,772,933.232 0.000 Yes 0.641 2.255 514 2.232 0.517 0.528 0.646 0.473 0.550 1,745,857.880 0.000 No 0.646 2.232 515 0.000 0.000 0.000 0.000 0.000 0.000 946,147.987 0.000 No 0.000 0.000 516 0.000 0.000 0.000 0.000 0.000 0.000 841,847.377 0.000 No 0.000 0.000 517 0.000 0.000 0.000 0.000 0.000 0.000 837,656.408 0.000 No 0.000 0.000 518 0.000 0.000 0.000 0.000 0.000 0.000 1,660,517.105 0.000 No 0.000 0.000 519 2.226 0.511 0.518 0.638 0.468 0.552 1,749,749.087 0.000 Yes 0.642 2.209 52 5.690 0.296 0.191 0.592 0.740 1.536 14,991,442.600 0.000 No 0.592 5.690 520 2.244 0.507 0.512 0.634 0.468 0.559 1,768,968.012 0.000 Yes 0.636 2.235 521 3.471 0.344 0.255 0.430 0.450 1.090 3,294,984.360 0.000 No 0.430 3.471 522 4.110 0.304 0.201 0.380 0.450 1.382 4,167,076.599 0.000 No 0.380 4.110 523 4.188 0.300 0.196 0.375 0.450 1.419 4,277,355.843 0.000 No 0.375 4.188 524 0.000 0.000 0.000 0.000 0.000 0.000 1,082,628.415 0.000 Yes 0.088 0.000 525 4.863 0.270 0.159 0.337 0.450 1.747 5,271,815.949 0.000 No 0.337 4.863 526 6.154 0.228 0.114 0.285 0.450 2.419 7,342,244.259 0.000 No 0.285 6.154 527 4.365 0.291 0.185 0.364 0.450 1.503 4,531,751.744 0.000 No 0.364 4.365 528 7.858 0.192 0.081 0.240 0.450 3.382 10,373,686.777 0.000 Yes 0.252 7.331 Date: Monday, December 14, 2020, Time: 07:59:28, Page 9 ULTIMATE WWCS & LOADING: PIPE TABLE ID Velocity (ft/s)d/D q/Q Water Depth (ft) Critical Depth (ft) Froude Number Full Flow (gpd) Coverage Count Backwater Adjustment Adjusted Depth (ft) Adjusted Velocity (ft/s) 529 3.648 0.332 0.238 0.415 0.450 1.169 3,530,483.022 0.000 No 0.415 3.648 53 5.049 0.323 0.225 0.646 0.740 1.299 12,694,845.805 0.000 No 0.646 5.049 54 0.000 0.000 0.000 0.000 0.000 0.000 784,698.451 0.000 Yes 0.206 0.000 55 5.816 0.352 0.266 0.616 0.767 1.524 10,695,302.610 0.000 Yes 1.358 2.196 56 7.539 0.292 0.185 0.510 0.767 2.194 15,342,606.742 0.000 Yes 0.663 5.263 57 6.786 0.314 0.214 0.550 0.767 1.894 13,248,487.193 0.000 No 0.550 6.786 58 3.877 0.619 0.705 0.619 0.600 0.942 1,816,275.008 0.000 No 0.619 3.877 581 7.508 0.448 0.413 0.448 0.685 2.261 4,003,131.169 0.000 No 0.448 7.508 582 7.497 0.448 0.413 0.448 0.685 2.257 3,995,254.287 0.000 No 0.448 7.497 583 5.095 0.610 0.689 0.610 0.685 1.252 2,398,758.456 0.000 No 0.610 5.095 584 0.000 0.000 0.000 0.000 0.000 0.000 1,278,902.007 0.000 Yes 0.270 0.000 585 6.814 0.482 0.470 0.482 0.685 1.960 3,512,648.345 0.000 No 0.482 6.814 586 5.956 0.536 0.562 0.536 0.685 1.600 2,937,495.192 0.000 No 0.536 5.956 587 5.933 0.538 0.565 0.538 0.685 1.591 2,922,644.840 0.000 No 0.538 5.933 588 5.710 0.555 0.594 0.555 0.685 1.500 2,779,515.206 0.000 No 0.555 5.710 589 5.794 0.548 0.583 0.548 0.685 1.534 2,833,221.336 0.000 No 0.548 5.794 59 0.000 0.000 0.000 0.000 0.000 0.000 601,286.318 0.000 Yes 0.260 0.000 590 5.287 0.591 0.657 0.591 0.685 1.329 2,514,835.286 0.000 No 0.591 5.287 591 5.287 0.591 0.657 0.591 0.685 1.329 2,514,835.286 0.000 No 0.591 5.287 592 5.027 0.617 0.701 0.617 0.685 1.225 2,357,697.777 0.000 No 0.617 5.027 593 4.308 0.707 0.848 0.707 0.685 0.940 1,948,746.843 0.000 No 0.707 4.308 6 3.286 0.594 0.662 0.495 0.469 0.901 1,083,648.528 0.000 No 0.495 3.286 61 0.000 0.000 0.000 0.000 0.000 0.000 823,504.939 0.000 No 0.000 0.000 62 0.000 0.000 0.000 0.000 0.000 0.000 857,190.251 0.000 No 0.000 0.000 63 0.000 0.000 0.000 0.000 0.000 0.000 1,030,761.102 0.000 No 0.000 0.000 632 1.399 1.000 5.658 2.000 0.303 0.174 502,230.238 0.000 No 2.000 1.399 633 4.632 0.676 0.799 0.563 0.605 1.151 1,469,713.150 0.000 No 0.563 4.632 634 4.906 0.240 0.126 0.160 0.260 2.573 1,618,989.062 0.000 No 0.160 4.906 637 6.127 0.221 0.107 0.277 0.439 2.448 7,441,122.351 0.000 Yes 0.346 4.475 638 6.179 0.220 0.106 0.275 0.439 2.476 7,531,242.568 0.000 No 0.275 6.179 639 2.419 0.411 0.354 0.274 0.265 0.939 597,021.988 0.000 No 0.274 2.419 640 2.271 0.431 0.386 0.287 0.265 0.857 547,669.195 0.000 No 0.287 2.271 641 1.918 0.491 0.485 0.327 0.265 0.668 436,140.386 0.000 No 0.327 1.918 642 3.524 0.311 0.211 0.208 0.265 1.602 1,003,583.239 0.000 Yes 0.267 2.498 643 3.043 0.347 0.258 0.231 0.265 1.303 818,411.315 0.000 No 0.231 3.043 644 3.725 0.299 0.195 0.200 0.265 1.731 1,084,186.697 0.000 Yes 0.215 3.353 645 0.000 0.000 0.000 0.000 0.000 0.000 651,298.465 0.000 Yes 0.100 0.000 647 2.527 0.398 0.334 0.265 0.265 1.000 633,595.182 0.000 No 0.265 2.527 648 3.587 0.308 0.205 0.205 0.265 1.642 1,028,748.348 0.000 Yes 0.235 2.972 649 2.695 0.379 0.305 0.253 0.265 1.097 692,287.480 0.000 No 0.253 2.695 65 4.136 0.344 0.255 0.430 0.493 1.298 3,925,527.608 0.000 No 0.430 4.136 650 2.421 0.411 0.353 0.274 0.265 0.941 597,841.877 0.000 No 0.274 2.421 651 2.964 0.353 0.268 0.236 0.265 1.255 789,165.684 0.000 Yes 0.255 2.667 Date: Monday, December 14, 2020, Time: 07:59:29, Page 10 ULTIMATE WWCS & LOADING: PIPE TABLE ID Velocity (ft/s)d/D q/Q Water Depth (ft) Critical Depth (ft) Froude Number Full Flow (gpd) Coverage Count Backwater Adjustment Adjusted Depth (ft) Adjusted Velocity (ft/s) 652 0.937 1.000 7.878 0.667 0.092 0.202 26,826.475 0.000 No 0.667 0.937 653 2.602 0.389 0.320 0.259 0.265 1.043 659,541.006 0.000 Yes 0.484 1.204 654 2.567 0.393 0.326 0.262 0.265 1.023 647,415.327 0.000 No 0.262 2.567 66 6.875 0.253 0.140 0.443 0.659 2.161 15,149,606.619 0.000 No 0.443 6.875 660 3.948 0.768 0.937 0.768 0.685 0.794 1,763,105.188 0.000 No 0.768 3.948 661 3.935 0.771 0.940 0.771 0.685 0.789 1,756,571.113 0.000 No 0.771 3.935 67 7.930 0.229 0.115 0.400 0.659 2.631 18,521,410.656 0.000 No 0.400 7.930 672 0.000 0.000 0.000 0.000 0.000 0.000 481,817.711 0.000 Yes 0.103 0.000 677 1.577 0.249 0.136 0.166 0.149 0.810 508,757.281 0.000 No 0.166 1.577 678 5.149 0.496 0.493 0.413 0.528 1.594 1,821,156.548 0.000 Yes 0.415 5.116 679 2.304 0.129 0.036 0.129 0.151 1.365 2,485,505.451 0.000 No 0.129 2.304 681 4.104 0.298 0.194 0.199 0.278 1.910 1,196,419.025 0.000 No 0.199 4.104 682 2.718 0.480 0.466 0.320 0.313 0.961 624,202.375 0.000 No 0.320 2.718 683 2.430 0.234 0.120 0.156 0.178 1.290 812,109.020 0.000 No 0.156 2.430 684 2.827 0.225 0.111 0.150 0.187 1.534 967,775.667 0.000 No 0.150 2.827 685 0.000 0.000 0.000 0.000 0.000 0.000 498,860.634 0.000 Yes 0.021 0.000 687 0.000 0.000 0.000 0.000 0.000 0.000 510,819.620 0.000 Yes 0.180 0.000 688 2.772 0.114 0.027 0.114 0.151 1.753 3,236,159.838 0.000 Yes 0.341 0.579 689 6.078 0.538 0.565 0.448 0.605 1.785 2,079,520.363 0.000 No 0.448 6.078 69 6.564 0.261 0.150 0.457 0.659 2.027 14,199,787.372 0.000 No 0.457 6.564 690 3.333 1.000 1.039 0.833 0.594 0.643 1,130,845.382 0.000 No 0.833 3.333 691 6.246 0.151 0.049 0.101 0.209 4.177 2,715,863.891 0.000 No 0.101 6.246 693 0.000 0.000 0.000 0.000 0.000 0.000 1,931,586.672 0.000 Yes 0.000 0.000 697 4.054 0.154 0.052 0.103 0.170 2.679 1,738,188.376 0.000 No 0.103 4.054 698 0.000 0.000 0.000 0.000 0.000 0.000 2,010,729.299 0.000 No 0.000 0.000 699 0.000 0.000 0.000 0.000 0.000 0.000 1,073,672.696 0.000 No 0.000 0.000 7 4.457 0.518 0.532 0.346 0.427 1.500 990,383.951 0.000 No 0.346 4.457 70 6.573 0.261 0.149 0.457 0.659 2.031 14,224,253.013 0.000 No 0.457 6.573 700 0.000 0.000 0.000 0.000 0.000 0.000 1,000,184.730 0.000 No 0.000 0.000 702 3.369 0.457 0.428 0.381 0.400 1.098 1,235,913.748 0.000 No 0.381 3.369 71 6.367 0.267 0.156 0.467 0.659 1.944 13,605,502.310 0.000 No 0.467 6.367 72 6.309 0.269 0.158 0.471 0.659 1.919 13,431,031.609 0.000 No 0.471 6.309 73 6.063 0.277 0.167 0.484 0.659 1.816 12,704,349.757 0.000 No 0.484 6.063 74 6.070 0.276 0.167 0.484 0.659 1.819 12,722,748.535 0.000 No 0.484 6.070 75 5.751 0.287 0.180 0.503 0.659 1.687 11,796,741.081 0.000 No 0.503 5.751 76 5.847 0.284 0.176 0.497 0.659 1.726 12,073,419.969 0.000 No 0.497 5.847 77 6.031 0.278 0.168 0.486 0.659 1.803 12,609,284.536 0.000 No 0.486 6.031 78 0.000 0.000 0.000 0.000 0.000 0.000 1,496,600.111 0.000 No 0.000 0.000 79 0.000 0.000 0.000 0.000 0.000 0.000 1,496,062.421 0.000 No 0.000 0.000 8 2.925 0.334 0.240 0.223 0.253 1.279 802,610.342 0.000 Yes 0.234 2.730 80 2.025 0.330 0.235 0.220 0.207 0.892 559,370.668 0.000 Yes 0.267 1.559 81 0.000 0.000 0.000 0.000 0.000 0.000 1,494,662.125 0.000 Yes 0.300 0.000 82 1.711 0.279 0.170 0.186 0.169 0.826 517,719.476 0.000 Yes 0.667 0.390 Date: Monday, December 14, 2020, Time: 07:59:29, Page 11 ULTIMATE WWCS & LOADING: PIPE TABLE ID Velocity (ft/s)d/D q/Q Water Depth (ft) Critical Depth (ft) Froude Number Full Flow (gpd) Coverage Count Backwater Adjustment Adjusted Depth (ft) Adjusted Velocity (ft/s) 83 0.000 0.000 0.000 0.000 0.000 0.000 826,586.998 0.000 Yes 0.039 0.000 84 5.326 0.304 0.200 0.531 0.659 1.516 10,599,500.185 0.000 No 0.531 5.326 85 4.382 0.588 0.651 0.735 0.731 0.989 3,263,298.874 0.000 No 0.735 4.382 86 5.765 0.472 0.453 0.590 0.731 1.503 4,688,266.080 0.000 Yes 0.642 5.172 87 3.998 0.635 0.731 0.794 0.731 0.852 2,903,808.872 0.000 No 0.794 3.998 88 2.542 0.198 0.085 0.132 0.161 1.477 939,424.546 0.000 Yes 0.174 1.718 9 0.000 0.000 0.000 0.000 0.000 0.000 772,493.042 0.000 Yes 0.028 0.000 91 2.425 0.323 0.226 0.215 0.224 1.080 677,061.706 0.000 No 0.215 2.425 922 1.507 0.185 0.075 0.123 0.117 0.907 579,539.797 0.000 Yes 0.148 1.157 926 3.429 0.805 0.984 0.671 0.570 0.716 1,060,345.541 0.000 Yes 0.725 3.202 93 2.492 0.317 0.218 0.211 0.224 1.122 703,026.938 0.000 No 0.211 2.492 94 2.965 0.374 0.297 0.249 0.276 1.217 767,442.274 0.000 No 0.249 2.965 956 0.000 0.000 0.000 0.000 0.000 0.000 900,683.331 0.000 No 0.000 0.000 957 0.000 0.000 0.000 0.000 0.000 0.000 678,119.817 0.000 No 0.000 0.000 958 0.000 0.000 0.000 0.000 0.000 0.000 1,334,981.750 0.000 No 0.000 0.000 959 0.000 0.000 0.000 0.000 0.000 0.000 1,048,197.108 0.000 No 0.000 0.000 96 5.577 0.564 0.610 0.470 0.597 1.586 1,873,447.450 0.000 No 0.470 5.577 960 0.000 0.000 0.000 0.000 0.000 0.000 955,451.534 0.000 No 0.000 0.000 961 0.000 0.000 0.000 0.000 0.000 0.000 749,822.766 0.000 No 0.000 0.000 962 0.000 0.000 0.000 0.000 0.000 0.000 844,954.535 0.000 No 0.000 0.000 963 0.000 0.000 0.000 0.000 0.000 0.000 846,636.038 0.000 No 0.000 0.000 964 0.000 0.000 0.000 0.000 0.000 0.000 1,417,575.790 0.000 No 0.000 0.000 965 0.000 0.000 0.000 0.000 0.000 0.000 293,575.879 0.000 No 0.000 0.000 966 0.000 0.000 0.000 0.000 0.000 0.000 1,529,822.511 0.000 No 0.000 0.000 967 0.000 0.000 0.000 0.000 0.000 0.000 1,011,539.874 0.000 No 0.000 0.000 968 0.000 0.000 0.000 0.000 0.000 0.000 687,406.534 0.000 Yes 0.164 0.000 97 4.458 0.514 0.524 0.643 0.676 1.101 3,494,517.911 0.000 No 0.643 4.458 972 1.322 0.109 0.025 0.073 0.074 1.046 704,093.208 0.000 No 0.073 1.322 973 1.466 0.102 0.022 0.068 0.074 1.203 816,539.935 0.000 No 0.068 1.466 974 1.290 0.111 0.026 0.074 0.074 1.012 679,932.490 0.000 No 0.074 1.290 975 1.445 0.103 0.022 0.068 0.074 1.179 799,810.951 0.000 No 0.068 1.445 976 1.216 0.115 0.028 0.077 0.074 0.934 624,970.990 0.000 No 0.077 1.216 977 1.192 0.117 0.029 0.078 0.074 0.910 607,358.468 0.000 No 0.078 1.192 978 1.468 0.101 0.022 0.068 0.074 1.205 818,053.482 0.000 No 0.068 1.468 979 1.577 0.124 0.033 0.083 0.089 1.169 775,517.788 0.000 Yes 0.206 0.425 98 6.289 0.288 0.181 0.240 0.400 2.670 2,921,476.675 0.000 Yes 0.426 2.918 989 0.000 0.000 0.000 0.000 0.000 0.000 690,969.624 0.000 Yes 0.021 0.000 99 1.963 0.132 0.037 0.088 0.105 1.408 928,043.731 0.000 Yes 0.174 0.737 991 6.863 0.480 0.466 0.480 0.685 1.981 3,547,074.795 0.000 Yes 0.495 6.597 993 2.550 0.334 0.241 0.334 0.318 0.911 1,573,960.085 0.000 No 0.334 2.550 995 6.337 0.150 0.049 0.150 0.283 3.472 6,223,253.135 0.000 No 0.150 6.337 997 4.654 0.497 0.495 0.621 0.676 1.175 3,700,062.060 0.000 No 0.621 4.654 999 4.309 0.567 0.615 0.567 0.600 1.115 2,080,649.025 0.000 No 0.567 4.309 Date: Monday, December 14, 2020, Time: 07:59:29, Page 12 © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation 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© 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution 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WWTP 18" 8" (12") 10" 10" (12") 8"8" 8" 8" 8" 8" 8" 8"8" 8" 8" 8"8" 8" 8" 8"8"8" 8" 8" 8" 8" 8" 8"8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 24" 24" 24" 24" 21" 21" 15" 15" 15" 12" 12" 12" 12"12" 15" 15" 15" 8" (12") 10" (15") 12" (15") 8" (10") 8" (15") 8" (12") 8" (10")8" (10) 8" GRAND PARK VILLAGE LOADING POINT FOR GRAND PARK WEST MOUNTAIN NORTH PTARMIGAN FOREST MEADOWS P A C I F I C UNION R A I L R O A D LOADING POINT FOR BYERS PEAK RANCH NORTH WASTEWATER COLLECTION SYSTEM - MASTER PLAN MARCH, 2021 MERRICK R WW-1 LEGEND EXISTING TRUNK SEWER PLANNED DEVELOPMENT TRUNK SEWER ULTIMATE TRUNK SEWER 12" 10" 15" 18" 21" 8" 24" 1 2 3 CONTOURS COLLECTION SYSTEM PIPES SANITARY BASINS MARGINAL CAPACITY AT ULTIMATE BUILD-OUT (d/D>0.5 FOR ≤12", d/D>0.7 FOR LARGER PIPES) INADEQUATE CAPACITY AT ULTIMATE BUILD-OUT (d/D>0.7 FOR ≤12", d/D>0.8 FOR LARGER PIPES) 4 5 6 7 8" (15")EXISTING SIZE (ULTIMATE SIZE) 8 l FRAZIER TOWN BOUNDARY BYERS PEAK NORTH BYERS PEAK SOUTH COZENS MEADOW EAST EAST MOUNTAIN CENTRAL EAST MOUNTAIN NORTH EAST MOUNTAIN SOUTH FOREST MEADOWS GRAND PARK VILLAGE GRAND PARK WEST MOUNTAIN NORTH GRAND PARK WEST MOUNTAIN SOUTH POLEYARD PTARMIGAN WEST Upper Fraser Valley Wastewater Treatment Plant Equivalent Residential Unit Assessment #200-328503-21001 January 5, 2022 PRESENTED TO PRESENTED BY Town of Fraser 153 Fraser Avenue Fraser, Colorado 80442 Tetra Tech, Inc. 1560 Broadway Suite 1400 Denver, Colorado 80202 P +1-303-825-5999 F +1-303-825-0642 tetratech.com Prepared by: Lauren Riedle Project Engineer Date Reviewed by: Mark J. Maxwell, P.E. Senior Project Manager Date Authorized by: Ben Miller, P.E. Project Manager Date 1/5/2022 1/5/2022 1/5/2022 Upper Fraser Valley WWTP EQR Assessment 1 January 2022 TABLE OF CONTENTS 1.0 INTRODUCTION ........................................................................................................................ 4 1.1 District Overview ...........................................................................................................................................4 1.2 Equivalent Residential Units .........................................................................................................................5 1.2.1 EQR Reserve Capacity ..........................................................................................................................5 1.2.2 Current EQR Allotment ........................................................................................................................6 1.2.3 EQR Utilization .....................................................................................................................................7 2.0 DATA ANALYSIS ........................................................................................................................ 8 2.1 Water Usage Data ..........................................................................................................................................8 2.2 Sanitary Sewage Data ...................................................................................................................................9 2.2.1 Flow and Load ......................................................................................................................................9 2.2.2 Utilization ........................................................................................................................................... 11 2.3 Historic Precipitation Data .......................................................................................................................... 13 2.4 Inflow/Infiltration Metrics ........................................................................................................................... 15 2.4.1 Infiltration and Inflow ........................................................................................................................ 15 2.5 Conclusions and Recommendations .......................................................................................................... 16 LIST OF TABLES Table 1-1: EQRs by District and by Property Type (As of 2021 Q2 Report) .......................................................6 Table 1-2: Cumulative Sold EQRs from 2016-2020 ...............................................................................................7 Table 1-3: U.S. Census Bureau Data for Fraser and Winter Park, Colorado, 2019-2020..................................8 Table 2-1: Annual Water Usage for 2018-2020 ......................................................................................................9 Table 2-2: Annual Average Influent Characteristics for 2011-2020 ...................................................................9 Table 2-3: Estimated EQR Utilization Rates based on Maximum Day Flow and BOD Loadings ................... 12 Table 2-4: Wastewater Flow by Entity, 2011-2020 ............................................................................................. 12 Table 2-5: Maximum Day to Annual Average Peaking Factors for Raw Wastewater Influent, 2011-2020 .. 13 Table 2-6: Total Annual Precipitation in Fraser, Colorado (2011-2019) .......................................................... 15 Table 2-7: Average Total Influent Flows During High Groundwater Months of April and May ..................... 16 Table 2-8: Maximum Day Influent Flows During Wet Weather Storm Events (24-Average Values) ............. 16 Upper Fraser Valley WWTP EQR Assessment 2 January 2022 LIST OF FIGURES Figure 1-1: Excerpt from JFOC Agreement, Exhibit 3 ..........................................................................................6 Figure 2-1: BOD Load Data at Upper Fraser Valley WWTP, 2011-2020 ............................................................. 10 Figure 2-2: Flow Data at Upper Fraser Valley WWTP, 2011-2020 ..................................................................... 11 Figure 2-3: Location of Fraser Station, Site ID 05-3116 ..................................................................................... 14 Figure 2-4: Average Precipitation in Fraser, Colorado By Month (2011-2019) ............................................... 14 APPENDICES Appendix A: JFOC Agreement Appendix B: JFOC District Maps Upper Fraser Valley WWTP EQR Assessment 3 January 2022 ACRONYMS/ABBREVIATIONS Acronyms/Abbreviations Definition AAF Average annual flow AAL Average annual load BOD 5-day biochemical oxygen demand CDPHE Colorado Department of Public Health and Environment DMR Discharge Monitoring Report GCWS Grand County Water and Sanitation District #1 gpd Gallons per day gpcd Gallons per capita per day I/I Infiltration and inflow JFOC Joint Facilities Oversight Committee lbs Pounds MGD Million gallons per day PE Population equivalent ppd Pounds per day ppcd Pounds per capita per day TOF Town of Fraser UV Ultraviolet WPR Winter Park Ranch Water and Sanitation District WWTP Wastewater treatment plant Upper Fraser Valley WWTP EQR Assessment 4 January 2022 1.0 INTRODUCTION Note to reader: The meaning of all abbreviations and acronyms used in this report can be found in a list that immediately follows the table of contents above. The summary of the findings and recommendations may be found in Section 2.5. The Upper Fraser Valley Wastewater Treatment Plant (WWTP), located north of the Town of Fraser, Colorado and County Road 8 and to the east of U.S. Highway 40, is jointly owned and operated, along with sewer truck and interceptor lines, by the Town of Fraser (TOF), Grand County Water and Sanitation District #1 (GCWS), and Winter Park Ranch Water and Sanitation District (WPR). Built in 2004, the 2.5 million gallons per day (MGD) facility serves the residents and businesses in the Town of Fraser as well as the Special Districts. The WWTP consists of pretreatment, nitrification in activated sludge basins with clariflocculators for mixed liquor solids separation, followed by UV disinfection. Day-to-day operation and management of the facility is handled by the TOF, with oversight provided by the Joint Facilities Oversight Committee (JFOC). The JFOC is comprised of members of each Special District and the Fraser Board of Trustees. A copy of the JFOC Agreement is provided in Appendix A. The JFOC Agreement establishes an Initial Reserve Capacity, or number of total available equivalent residential units (EQRs), based on the current flow and load capacity of the WWTP. Division of WWTP funding and responsibilities are based on each entity’s share of EQRs from the Initial Reserve Capacity. In the original JFOC Agreement, the assigned maximum day flow and load per EQR was developed based on best estimates prior to WWTP construction. Per the JFOC Agreement, an EQR currently represents a maximum day contribution of 270 gallons of flow and 0.6 pounds of biochemical oxygen demand (BOD). BOD, as utilized in this report, is the amount of biochemical oxygen demand expressed during a 5-day incubation test at 20°C. Now, after nearly two decades of WWTP operation, EQRs can be reevaluated based on actual wastewater quality data, historical flows and loads from each of the JFOC parties, and historical population growth trends. This report will use historical data provided by TOF, GCWS, and WPR to evaluate the flow and loading values assigned to each EQR and recommend an adjustment to these values, if warranted. The JFOC may use the report recommendations to amend its agreement and redistribute EQRs as decided appropriate by the JFOC. 1.1 DISTRICT OVERVIEW The TOF is centrally located to, and is one of the three Joint entities. The GCWS includes Beaver Village, downtown Winter Park, Leland Creek subdivision, and Hi Country Haus to the south of the TOF. The District is separate from the Town of Winter Park and other water and sanitation districts. WPR services a primarily residential area with some commercial establishments, located to the northeast of the TOF. Maps of the three entity boundaries are included in Appendix B. The Districts are primarily composed of residential properties with smaller percentages of commercial and transient residential (i.e. hotels and rental properties). Due to the tourism economy in Fraser and Winter Park, Colorado, many of the residences are second homes or owner-rented properties that are utilized for only part of the year. Winter Park Resort in Grand County also contributes to seasonal flows and loads. Upper Fraser Valley WWTP EQR Assessment 5 January 2022 Fraser and Winter Park are also home to several micro -breweries and distilleries. Without appropriate pretreatment, these small establishments can and do contribute high BOD loads on a per gallon basis and must be properly managed to prevent organic overloading of the WWTP and to equitably allocate treatment costs according to customer class. 1.2 EQUIVALENT RESIDENTIAL UNITS As stated in Section 1.0, funding and responsibilities concerning the operation of the Upper Fraser Valley WWTP are distributed between the Joint entities based on their respective shares of EQRs. The unit wastewater contribution from one EQR has been defined in the JFOC Agreement as 270 gallons per day (gpd) of maximum day flow and 0.6 pounds per day (ppd) of maximum day BOD. The following sections discuss reserved and utilized EQRs, both historical and current. 1.2.1 EQR Reserve Capacity The JFOC Agreement established the initial and ultimate reserve sewer capacities shown on Figure 1-1. The initial reserve capacity is still in effect, as the capacity of the WWTP and shared service lines have remained the same since original construction. The initial reserve capacity consists of 8,518 EQRs, equating to 2.7 MGD including an allowance of 0.4 MGD for inflow and infiltration (I/I). GCWS is assigned 3,155 (37%) of the Reserved EQRs, WPR is assigned 2,467 (29%), and TOF is assigned 2,896 (34%). Each entity is allowed approximately 17% additional capacity above its allotted flow capacity for I/I. Ultimate Reserve Sewer Capacity assumes build-out of the existing 2.499 MGD WWTP to between 5.0 and 6.0 MGD. Section 2.2 of this report demonstrates that the facility is currently handling flows far below its rated capacity, such that expansion is not yet needed. Due to the greater anticipated growth of GCWS compared to the other two entities, EQR distribution is projected to change accordingly, with GCWS assigned 10,000 (54%) of the 18,400 total EQRs, WPR assigned 2,800 (15%), and TOF assigned 5,600 (30%). Upper Fraser Valley WWTP EQR Assessment 6 January 2022 Figure 1-1: Excerpt from JFOC Agreement, Exhibit 3 1.2.2 Current EQR Allotment The total number of Connected EQRs is 5,827.06 EQRs, as of the 2021 Quarter 2 Report. This number corresponds to 68% of initial reserve capacity. Table 1-1 shows EQRs by entity and by property type (residential, commercial, or transient residential). GCWS has reached 80% of its allotted reserve capacity, prompting this re- evaluation of EQR flow and loads. The distribution of EQRs indicate the areas are highly residential (80 -98%) and have a lesser extent of commercial (2-14%) and transient residential (0-6%). Table 1-1: EQRs by District and by Property Type (As of 2021 Q2 Report) Residential Commercial Transient Residential Total GCWS 2,048.42 347.35 147.54 2,543.31 WPR 1,509.20 34.68 0 1,543.88 TOF 1,497.60 210.08 32.19 1,739.87 Total 5,055.22 592.11 179.73 5,827.06 Table 1-2 shows the end-of-year sold EQRs from 2016-2020 and the annual increase in EQR count. For the purposes of this report, the terms “sold” and “connected” EQR were assumed to be the same numbers. The growth in total sold EQRs averaged 2.1% per year. This rate of EQR growth is comparable to other resort-based Colorado communities. Upper Fraser Valley WWTP EQR Assessment 7 January 2022 Table 1-2: Cumulative Sold EQRs from 2016-2020 End of Year EQR Count % Annual Growth 2016 5,288.16 N/A 2017 5,433.94 2.8% 2018 5,558.38 2.3% 2019 5,682.26 2.2% 2020 5,743.86 1.0% Average 2.1% 1.2.3 EQR Utilization Given the prevalence of seasonal tourism in Fraser and Winter Park, Colorado, many of the residential properties are second homes or owner-rented homes, condos, etc. and are vacant for portions of the year. While not explicitly stated, the JFOC Agreement, Exhibit 6, implies three persons per EQR based on the definition of a “single family residential unit” having not more than three bedrooms or bathrooms. Assuming three persons per EQR means the flow and loading contribution per capita is assumed to be 90 gpd and 0.2 ppd of BOD. Tetra Tech believes these are realistic values for defining the wastewater contribution from one EQR assuming an average occupancy of three people per EQR. National and statewide trends indicate that unit wastewater flow contributions, not including I/I, are trending down while BOD loads remain the same, due to the availability and requirement to use water efficient plumbing fixtures in recent decades. However, 270 gpd/EQR (or 90 gpd/person), plus 17% allowance for peak period I/I, is still a reasonable allotment to use for EQR sales and allocation purposes. U.S. Census Bureau data from 2019 and 2020 was collected to get a sense of the number of persons per household and the vacancy rates in Fraser and Winter Park. Table 1-3 summarizes this U.S. Census Bureau data and demonstrates the following points: • Average household size in Winter Park, Colorado is closer to 2 people than 3 people per household. • The vacancy rates of housing units in Fraser and Winter Park are approximately 56% and 87%, respectively, implying low and/or seasonal utilization of existing taps. EQRs are sold and capacity provided on a ‘readiness to serve’ basis. That is, when an EQR is sold, the JFOC commits to provide up to 270 gpd and 0.6 ppd of BOD treatment capacity. However, probability theory and influent flow and load data indicate that not all EQRs are fully utilized, and not all of them are utilized at the same time. Estimated EQR utilization will be presented in Section 2.2 using actual WWTP flow and loading rates. Upper Fraser Valley WWTP EQR Assessment 8 January 2022 Table 1-3: U.S. Census Bureau Data for Fraser and Winter Park, Colorado, 2019-2020 Fraser, CO Winter Park, CO Estimate MOE Source Estimate MOE Source Avg Household Size 2.95 ± 0.57 1 1.93 ± 0.41 1 Total Housing Units 1,426 N/A 2 2,658 N/A 3 % Occupied Housing Units 632 N/A 2 341 N/A 3 % Vacant Housing Units 794 N/A 2 2,317 N/A 3 Homeowner Vacancy Rate 4.8% ± 7.2% 3 0.0% ± 16.4% 3 Rental Vacancy Rate 7.0% ± 6.6% 3 45.5% ± 12.4% 3 Notes: 1. MOE = Margin of Error 2. Source / U.S. Census Bureau Reference Document: (1) 2019 ACS 5-Year Estimates Subject Tables – Households and Families, American Community Survey, Survey ID S1101 (2) 2020 DEC Redistricting Data (PL 94-171) – Occupancy Status, Decennial Census Table ID H1 (3) 2019 ACS 5-Year Estimates Data Profiles – Selected Housing Characteristics, American Community Survey, Survey ID DP04 2.0 DATA ANALYSIS Data analyses of water usage, sanitary sewage flow and load, precipitation, and I/I used the most recent 10 years of data (2011-2020) from TOF, GCWS, and WPR, unless noted otherwise in the following sections. The last full year included in the data set was 2020, as this report was prepared before the availability of all 2021 data. 2.1 WATER USAGE DATA Complete annual water usage data for all entities was limited to the years 2018 through 2020. Table 2-1 shows the annual water usage data collected by TOF, GCWS, and WPR from 2018 through 2020. In the past three years, GCWS averaged 35% of the summed water usage, WPR averaged 26%, and TOF averaged 39%. Upper Fraser Valley WWTP EQR Assessment 9 January 2022 Table 2-1: Annual Water Usage for 2018-2020 2018 2019 2020 Average % GCWS 71,220,900 74,733,400 61,982,900 69,312,400 35% WPR 51,457,600 49,507,900 53,170,877 51,378,792 26% TOF 80,991,000 69,627,000 78,384,000 76,334,000 39% Total 203,669,500 193,868,300 193,537,777 197,025,192 100% 2.2 SANITARY SEWAGE DATA Discharge monitoring report (DMR) data was available from the beginning of operation of Upper Fraser Valley WWTP in 2005 through 2021 year-to-date. Only the most recent 10 years of data (2011-2020) are analyzed and discussed in this report. Note that while influent flow is monitored continuously at the WWTP, influent BOD concentration testing is only done once or twice a week. Accordingly, influent BOD load estimates have a somewhat lower level of confidence than for influent flow. For larger capacity plants, the Colorado Department of Public Health and Environment (CDPHE) requires more influent quality testing and the accuracy of BOD load projections begin to approach that for flows. 2.2.1 Flow and Load Table 2-2 summarizes annual average flow and load between 2011 and 2020. For this period of record, the average annual flow (AAF) is 0.69 MGD, and the average annual load (AAL) is 948 ppd BOD. Table 2-2: Annual Average Influent Characteristics for 2011-2020 Parameter 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 Annual Avg Flow, MGD 0.81 0.56 0.67 0.73 0.72 0.76 0.66 0.65 0.69 0.66 AAF = 0.69 BOD, ppd 986 716 703 849 993 1,083 995 1,055 1,127 972 AAL = 948 DMR-reported 30-day average and maximum day BOD readings are plotted on Figure 2-1. The average of all month maximum BOD readings over the past 10 years is 1,115 ppd, which is shown by the teal line through the datapoints. For reference, and also shown on the figure, is the CDPHE plant capacity rating of 5,600 ppd (as a maximum 30-day average), the initial reserve load capacity of 5,111 ppd (maximum day as per the EQR schedule), and the growth in connected EQR load capacity from 2016 through 2020. As of 2021 Quarter 2, it is estimated that the maximum day BOD load that could be generated by the number of connected EQRs is 3,496 ppd of BOD, or 68% of the initial reserve capacity of 5,111 ppd (8,518 EQRs x 0.6 ppd of BOD per EQR). Upper Fraser Valley WWTP EQR Assessment 10 January 2022 Figure 2-1: BOD Load Data at Upper Fraser Valley WWTP, 2011-2020 Figure 2-1 displays historic influent BOD load data for the WWTP. Individual readings, averages, reserved, and connected capacities are all below the CDPHE 30-day average load limit of 5,600 ppd for the WWTP. The AAL is even lower at 948 ppd. For reference, CDPHE requires capacity expansion planning when maximum 30-day average flows or loads reach 80% of their respective discharge permit limits. Construction must commence on capacity expansion improvements when either of the maximum 30-day average flows or BOD loads reach 95% of the permitted capacity limits. Therefore, plant capacity expansion is not required at this time. It should also be noted that high BOD loads, between 2,000 and 3,000 ppd, appear to be associated with slug loads of brewery and/or distillery wastewater. The TOF and JFOC are already pursuing solutions to the batch discharge of high-strength organic wastes from breweries and distilleries, including potential pretreatment. To preserve the capacity of the WWTP for its intended use, which is the treatment of domestic wastewater, the JFOC must work to eliminate these non-domestic strength BOD loads from the WWTP influent. In this report, abnormally high BOD concentrations were excluded from the data analysis, but all entities that the utilize the WWTP must work to ensure that its capacity is used for domestic, and not industrial strength wastes. Similar to BOD, Figure 2-2 plots maximum day flow data, as indicated on the discharge monitoring reports (DMRs) for the WWTP. Unlike BOD, flow is heavily impacted by fluctuations in I/I, which does not contribute additional BOD. For the Upper Fraser Valley WWTP, it is recommended that BOD load, and not flow, be used to judge capacity utilization, although on-going (as in permanent) I/I identification and reduction efforts are needed to avoid the need to expand the WWTP solely to treat clean water leakage into the collection system. Future plant expansions are likely to be dictated by BOD load as long as I/I is well managed. Fortunately, peak loads occur in the winter and peak I/I flows in the spring, and are not coincidental. If they were, expansion and addition of unit processes will be correspondingly more expensive. Figure 2-2 provides a sense of the plant’s 0 1000 2000 3000 4000 5000 6000 Jan-11 Jan-12 Jan-13 Jan-14 Jan-15 Jan-16 Jan-17 Jan-18 Jan-19 Jan-20 Jan-21 BO D ( p p d ) BOD Load Data at Upper Fraser Valley WWTP, 2011-2020 WWTP Permit Limit Initial Reserve Capacity Average Max Day BOD Connected EQR Capacity 30-Day Average BOD Max Day BOD Readings The WWTP capacity limit set by CDPHE is based on maximum 30-day average loads. The EQR schedule set by the JFOC is based on maximum day loads. Upper Fraser Valley WWTP EQR Assessment 11 January 2022 standing concerning hydraulic capacity. Like the BOD load graph, all maximum day flow readings are below the permitted 30-day average flow of 2.499 MGD. I/I will be broadly evaluated in a later section. Figure 2-2: Flow Data at Upper Fraser Valley WWTP, 2011-2020 2.2.2 Utilization As noted above, peak BOD concentrations and organic loads normally occur during the ski season, typically December through March. Since influent BOD concentrations are only measured twice-a-month, and not necessarily on the same day as the peak flow that month, a procedure was developed to estimate maximum day BOD loads. In reviewing the historic data for the peak loading months, the winter month BODs were averaged and multiplied by the maximum day flow for the winter (times a conversion factor) to estimate the maximum day BOD load. For example, during December 2018 through March 2019, BOD concentrations averaged about 300 mg/L. Applying this concentration to the December 2018 maximum day flow of 0.97 MGD yields an estimated maximum day BOD load for Year 2018 of approximately 2,427 ppd, which is 73% utilization compared to the maximum day BOD load the EQR schedule indicates could be generated from the connected EQR count of 5,558.38 EQRs ((2,427 ppd/(5,558.38 EQRs x 0.6 ppd of BOD per EQR) x 100 = 73%). This same procedure was repeated to determine the estimated maximum day BOD load and percent utilization of the BOD capacity for the connected EQRs for 2016, 2017, 2019, and 2020, and the results are summarized in Table 2-3. 0 0.5 1 1.5 2 2.5 3 Jan-11 Jan-12 Jan-13 Jan-14 Jan-15 Jan-16 Jan-17 Jan-18 Jan-19 Jan-20 Jan-21 Fl o w ( M G D ) Flow Data at Upper Fraser Valley WWTP, 2011-2020 WWTP Permit Limit Initial Reserve Capacity Average Max Day Flow Connected EQR Capacity 30-Day Average Flow Max Day Flow Readings Upper Fraser Valley WWTP EQR Assessment 12 January 2022 Table 2-3: Estimated EQR Utilization Rates based on Maximum Day Flow and BOD Loadings 2016 2017 2018 2019 2020 End of Year EQR Count 5,288.16 5,433.94 5,558.38 5,682.26 5,743.86 BOD Concentration (mg/L) 300 300 300 300 300 Maximum Day Winter Flow (MGD) 0.909 0.955 0.973 0.861 0.846 Maximum Day Winter BOD Load (ppd) 2,274.32 2,389.41 2,434.45 2,154.22 2,116.69 Load with Full Utilization (ppd) 3,172.90 3,260.36 3,335.03 3,409.36 3,446.32 Utilization Rate 72% 73% 73% 63% 61% Annual contributions to the overall WWTP influent flow by member entity are tabulated in Table 2-4. In the data below, meter readings for GCWS and WPR are taken around 9:00 am every day. The TOF flow is calculated as the balance of the total meter reading. BOD data is not normally collected, and therefore, historical loading data by entity is not available. For purposes of estimating load contributions by entity, flow is the best available method of approximation. On average, the Town of Fraser contributes 38% of the annual flow, GCWS contributes 43%, and WPR contributes 20%. Table 2-4: Wastewater Flow by Entity, 2011-2020 Total TOF GCWS WPR MG MG % of Total MG % of Total MG % of Total 2011 294.960 87.939 30% 136.200 46% 70.821 24% 2012 204.656 77.985 38% 73.349 36% 53.322 26% 2013 243.890 80.934 33% 113.405 47% 49.551 20% 2014 267.289 97.521 36% 119.670 45% 50.098 19% 2015 262.882 89.524 34% 127.851 49% 45.507 17% 2016 276.835 101.694 37% 131.238 47% 43.903 16% 2017 242.109 49.386 20% 124.850 52% 67.873 28% 2018 237.830 112.918 47% 89.494 38% 35.418 15% 2019 252.928 133.804 53% 83.929 33% 35.195 14% 2020 240.850 124.838 52% 77.874 32% 38.138 16% Minimum 204.656 49.386 20% 73.349 32% 35.195 14% Average 252.4230 95.654 38% 107.786 43% 48.9826 20% Maximum 294.960 133.804 53% 136.2 52% 70.821 28% Upper Fraser Valley WWTP EQR Assessment 13 January 2022 Table 2-5 shows maximum month peaking factors for all months, averaged over 10 years of data. Maximum month flows are highest in April, at 3.74 times the annual average flow (AAF) of 0.69 MGD. BOD loads are highest in December, at 3.89 times the annual average load (AAL) of 948 ppd. AAF and AAL were calculated from 2011 - 2020 data. Table 2-5: Maximum Day to Annual Average Peaking Factors for Raw Wastewater Influent, 2011-2020 Flow BOD Max Day (MGD) Year Peaking Factor Max Day (ppd) Year Peaking Factor January 0.94 2016 1.36 2,501 2019 2.64 February 0.94 2015 1.36 2,442 2015 2.58 March 1.44 2015 2.08 1,864 2011 1.97 April 2.58 2014 3.74 1,416 2011 1.49 May 2.17 2016 3.14 1,585 2019 1.67 June 1.41 2011 2.04 1,599 2020 1.69 July 1.51 2011 2.19 1,731 2015 1.83 August 0.84 2011 1.22 1,453 2016 1.53 September 0.79 2019 1.14 1,112 2020 1.17 October 0.65 2017 0.94 977 2018 1.03 November 0.78 2020 1.13 1,407 2020 1.48 December 0.97 2018 1.40 3,684* 2018 3.89 Minimum 0.65 2017 0.94 977 2018 1.03 Average 1.25 N/A 1.81 1,814 N/A 1.91 Maximum 2.58 2014 3.74 3,684 2018 3.89 * Tetra Tech considers the BOD concentration and load for December 2018 to be an outlier. 2.3 HISTORIC PRECIPITATION DATA Ten years of precipitation data (2010-2020) from the National Oceanic and Atmospheric Administration (NOAA) was collected and analyzed to evaluate the impact of precipitation on sanitary sewer flows. Precipitation data was collected from the Fraser station, Site ID 05-3116, located at 39.945° and -105.8172° at an elevation of 8,560 ft, pictured on Figure 2-3. Upper Fraser Valley WWTP EQR Assessment 14 January 2022 Figure 2-3: Location of Fraser Station, Site ID 05-3116 Figure 2-4 shows trends in average precipitation by month. Precipitation data was incomplete for year 2020, and is, therefore, excluded from calculation of average precipitation by month. The highest precipitation in Fraser, Colorado generally occurs in March and April with the lowest rainfall in June. Total annual precipitation is shown in Table 2-6 and can be referenced in relation to wastewater flows to the WWTP and in I/I analysis. This region of Colorado experiences an average of 15 inches of precipitation per year. Figure 2-4: Average Precipitation in Fraser, Colorado By Month (2011-2019) 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Eq u i v a l e n t I n c h e s o f W a t e r Average Precipitation in Fraser, CO by Month (2011-2019) Upper Fraser Valley WWTP EQR Assessment 15 January 2022 Table 2-6: Total Annual Precipitation in Fraser, Colorado (2011-2019) Year Total Precipitation (inches) 2011 16.41 2012 12.04 2013 15.59 2014 14.63 2015 13.59 2016 15.39 2017 16.47 2018 13.11 2019 17.69 2020 N/A 2.4 INFLOW/INFILTRATION METRICS The flow allotted per EQR does not include inflow and infiltration (I/I). The allowances for I/I are listed in the JFOC Agreement under Exhibit 3 (Capacity Reservations in Consolidated Wastewater Facilities), an excerpt of which is shown on Figure 1-1. The allowances are approximately 17% of the total flow, or 47 gpd per EQR. In the past, EPA provided guidance regarding non-excessive levels of infiltration and inflow, as follows: • Infiltration. “Domestic wastewater plus non-excessive infiltration should not exceed 120 gpcd during periods of high groundwater.” • Inflow. “The total 24-hour daily flow during a storm does not exceed 275 gpcd and there are no operational problems, such as surcharges, bypasses, or poor treatment performance, resulting from hydraulic overloading of the treatment works during storm events.” While useful as a reference, these EPA guidance values are somewhat high due to the advent and use of water- saving technology and appliances. But they still are useful in the sense that if actual, site specific I/I exceeds these values, then the utility is likely spending more money to convey and treat clean water flows that it would to identify and remove/minimize such leakage into the collection systems served by the WWTP. 2.4.1 Infiltration and Inflow For the infiltration analysis, wastewater flow records for the high groundwater season of April and May were reviewed for years 2016-2020 and compared to EPA’s infiltration and inflow criteria, as shown in Table 2-7 and Table 2-8. For inflow, the maximum day wet weather flow (24-hour average value) that occurred in each of these years was compared to the EPA inflow criteria. The data suggests that infiltration is potentially excessive within the service area and JFOC members should vigorously pursue the annual identification and correction Upper Fraser Valley WWTP EQR Assessment 16 January 2022 of infiltration as a permanent part of their utility management efforts. The data also suggests that inflow, although very significant, may not be excessive as per EPA’s definition. Nonetheless, the JFOC members should take the opportunity to remove sources of inflow whenever they are encountered during infiltration identification and control efforts. Table 2-7: Average Total Influent Flows During High Groundwater Months of April and May Year Average Influent Flow During April and May (MGD) Population Equivalent (PE) Based on Connected EQRs Estimated Utilization Rate During April and May Average Unit Flow During High Groundwater Season (gpd/PE) 2016 1.37 15,864 56% 154 2017 0.99 16,302 36% 166 2018 1.07 16,675 40% 160 2019 1.10 17,047 43% 151 2020 1.04 17,232 35% 171 EPA Criteria N/A N/A N/A 120 Table 2-8: Maximum Day Influent Flows During Wet Weather Storm Events (24-Average Values) Year Maximum Day Wet Weather Flow (MGD) Population Equivalent (PE) Estimated Utilization Rate During April and May Unit Flow During Major Storm Events (gpd/PE) 2016 2.17 15,864 56% 243 2017 1.50 16,302 36% 252 2018 1.69 16,675 40% 253 2019 1.90 17,047 43% 261 2020 1.54 17,232 35% 253 EPA Criteria N/A N/A N/A 275 2.5 CONCLUSIONS AND RECOMMENDATIONS The purpose of this report is to estimate the historic utilization of the maximum day BOD load associated with the number of connected EQRs. This information will give the JFOC entities the opportunity to evaluate how many EQRs can be connected without exceeding the maximum allowable BOD load associated with the Initial Reserve Capacity, as per the JFOC Agreement. The maximum allowable load is currently calculated as 8,518 EQRs x 0.6 ppd/EQR = 5,111 ppd of BOD. Upper Fraser Valley WWTP EQR Assessment 17 January 2022 Per the JFOC Agreement, an EQR is currently defined as a maximum day contribution of 270 gallons of flow and 0.6 pounds of BOD. Based on the EQR schedule in the JFOC Agreement, it is assumed that an EQR is comprised of 3 persons, equating the flow and load allocations to 90 gpcd (not including inflow and infiltration) and 0.2 ppcd, respectively. In addition, approximately 15 gpcd is allowed for inflow and infiltration. The per capita flow and BOD load allocations spelled out in the current JFOC Agreement are realistic and consistent with national averages, and in Tetra Tech’s opinion, do not need to be revised at this time. Upon review of actual sanitary sewage data from Upper Fraser Valley WWTP, the annual average flowrate and the annual average load over the past ten years (2011-2020) are 0.69 MGD and 948 ppd BOD, respectively. The WWTP receives maximum day flows as high as 2.58 MGD in April and May when precipitation and infiltration are at their peak. Maximum day BOD concentrations are highest, at approximately 300 mg/L, in December due to peak tourism associated with the ski industry. Excluded from this report is consideration of slug loads of high-strength brewery and distillery wastewater. Release of such high-strength, non-domestic wastewater to the WWTP, without pretreatment, can elevate influent BOD concentrations to as high as 930 mg/L. Since the plant only samples the influent twice-a-month, it is possible that concentrations over 1,000 mg/L have been received at the facility. The TOF and JFOC are already pursuing solutions to the batch discharge of high-strength organic wastes from breweries and distilleries, including potential pretreatment. This report excludes abnormally high BOD concentrations from analysis under the assumption that the WWTP will not receive high strength brew ery wastewater after a solution and agreement is reached between the TOF and the breweries or distilleries. Similarly, this report assumes that the TOF, GCWS, and WPR will take steps to reduce I/I in its collection systems and subsequent hydraulic surcharge of the WWTP. It should also be noted that while WWTP influent flow data is collected daily, BOD is measured and recorded only twice per month. The BOD concentrations and loads reported as averages and maximum day values are derived from two days, rather than a full month of values, and therefore, may not be fully representative of influent water quality experienced by the WWTP. Furthermore, flow and BOD concentration data are not always collected on the same day, so maximum day loads were approximated by pairing maximum day flows with estimated maximum day BOD concentrations from the same month or season, whether or not the flow and load occurred on the same day. In determining EQR utilization, load is a better indicator than flow due to the significant variability of flow with I/I. Comparing the calculated maximum day loads to allocated maximum day loads per EQR (EQRs sold times 0.6 ppd), the average EQR utilization rate over the past five years is 68%. It is, therefore, possible for the JFOC to lower the assumed flow and load allocation per EQR and sell additional EQRs while staying within the Initial Reserve Capacity of 5,111 ppd, measured as a maximum day load. Tetra Tech suggests 85% utilization as a reasonable target for the ratio between EQRs utilized and EQRs connected. By assuming 85% utilization, the JFOC could consider increasing the number of Reserved EQRs from 8,518 to 10,000. The Initial Reserve Capacity flow and BOD load of 2.3 MGD (not including I/I) and 5,111 ppd could be redistributed over 10,000 EQRs. Raising utilization from 68% to 85% has the aim to better utilize the Upper Fraser Valley WWTP EQR Assessment 18 January 2022 capacity available at Upper Fraser Valley WWTP, while maintaining a capacity buffer for peak events, as would occur during a great ski season with high occupancy and high EQR utilization. Collecting daily or weekly BOD samples in the future would give the JFOC a better, more accurate sense of EQR utilization and would aid in future EQR re-evaluations such as this one. It is recommended that re-evaluations occur no less frequently than once every five years to make sure that 85% utilization is still the appropriate number to use that will allow the JFOC to sell additional EQRs without exceeding the Initial Reserve Capac ity, in terms of maximum day BOD load, provided for in the JFOC Agreement (5,111 ppd). Upper Fraser Valley WWTP EQR Assessment January 2022 APPENDIX A: JFOC AGREEMENT Upper Fraser Valley WWTP EQR Assessment January 2022 APPENDIX B: JFOC DISTRICT MAPS Town of F raser Town Boundary Legend Fras er 1 mi N ➤➤ N T2S R75W T1S R75W £¤40 29 29 28 27 26 26 32 35 5 5 4 3 2 2 §¨¦25 §¨¦76 §¨¦70 §¨¦70 G R A N D CO U N T YWATER A ND SA N ITATI O NDISTRICT N O. 1BOUNDARY ProjectLocation This product is for reference purposes only and is not to be construed as a legal document or survey instrument. ¯0 0.25 0.5Miles Legal Boundary(As of 2019) Township Highways Image Date:9/30/2018 970GCO049/26/2019