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HomeMy Public PortalAboutTBP 2022-07-06Board of Trustees Regular Meeting Agenda Fraser Town Hall, 153 Fraser Avenue and Virtually Wednesday July 6, 2022 6:00 PM - 9:00 PM Members of the Board may have dinner together @ 5:30 p.m. NOTE: Times are approximate and agenda subject to change Watch the meeting live on Fraser's YouTube Channel https://www.youtube.com/channel/UCs5aHnl7d -kk0j1cxV28DSg Participate in the meeting through our virtual platform Zoom Meeting Information https://us02web.zoom.us/j/2590408013 Meeting ID:259 040 8013 Phone 1 -346 -248 -7799 Roll Call Approval Of Agenda Consent Agenda Minutes June 15, 2022 TBM 2022 -06 -15.Pdf SKM_C36822062816250.Pdf Discussion And Possible Action Regarding Melissa Peters Introduction For Grand County Sheriff Fraser Valley Arts And Public Arts 2022 Strategy - Steve Fitzgerald FVA And PAC 22 Strategy.pdf Founders Initiative.pdf Ordinance 488 Short Term Rental Registration Fees - Michael STR Registration Fees Staff Briefing (First Reading).Pdf Ordinance No. 488 - Short Term Registration Fees.pdf Resolution 2022 -07 -01 Adopting Wastewater Collection System Master Plan - Ed Resolution 2022 -07 -01 Adopting Wastewater Collection System Master Plan.pdf Resolution 2022 -07 -02 Pavement Maintenance Resolution Elite Surface Infrastructure - Ed Resolution 2022 -07 -02 Pavement Maintenance Resolution Elite Surface Infrastructure.pdf July 6 Staff Memo On 2022 Street Projects.pdf ESI 2022 Winter Park_Fraser Exhibit A.pdf CONSTRUCTION AGREEMENT WP_Fraser Combined 06292022.Pdf Construction Guarantee Agreement US HWY 40 Sewer Bore - Ed US40 Sewer Bore.pdf Town Support For Sewer Line Bore Under US40.Pdf CONSTRUCTION GUARANTEE AGREEMENT SEWER BORE PIT.pdf Resolution 2022 -03 -01 Recommending Approval Of Prelilminary Plat And Final Plan Elk Creek Condos PA 4W.1 And Meyers Subdivision .Pdf Lions Pond Bathrooms Update - Ed Lions Pond Update.pdf Board Of Trustees Retreat - Ed Open Forum a) Business not on the agenda (If you would like to request time on a future agenda please contact the Town Clerk) Updates Economic Development Advisory Committee Parking Recommendations - Sarah. Parking.pdf Grand County Building Permit Data Grand County Building Permit Data.pdf BLDG PERMIT LIST 2022.Pdf 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). Regarding. First Amendment Complaints Adjourn UPCOMING MEETING WEDNESDAY, JULY 20, 2022 BOARD OF TRUSTEES 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 1.6:00 P.M. 2. 3. a. Documents: 4. a. b. Documents: c. Documents: d. Documents: e. Documents: f. Documents: g. Documents: h. 5. 6. a. Documents: b. Documents: 7. 8. Board Staff Direct : Define the service, product or value to be delivered Lead : Future focused planning Protect : Establish the operational boundaries to be respected by Staff and monitored by the Board Manage : Now focused policy and procedural guidance to ensure on time, on budget, and on target service delivery Enable : Advocacy, resource development, and role discipline Accomplish : Ensure the work defined by the direction of the Board of Trustees is accomplished Board of Trustees Regular Meeting Agenda Fraser Town Hall, 153 Fraser Avenue and Virtually Wednesday July 6, 2022 6:00 PM - 9:00 PM Members of the Board may have dinner together @ 5:30 p.m. NOTE: Times are approximate and agenda subject to change Watch the meeting live on Fraser's YouTube Channel https://www.youtube.com/channel/UCs5aHnl7d -kk0j1cxV28DSg Participate in the meeting through our virtual platform Zoom Meeting Informationhttps://us02web.zoom.us/j/2590408013 Meeting ID:259 040 8013 Phone 1 -346 -248 -7799Roll CallApproval Of AgendaConsent AgendaMinutes June 15, 2022TBM 2022 -06 -15.PdfSKM_C36822062816250.PdfDiscussion And Possible Action RegardingMelissa Peters Introduction For Grand County SheriffFraser Valley Arts And Public Arts 2022 Strategy - Steve Fitzgerald FVA And PAC 22 Strategy.pdf Founders Initiative.pdf Ordinance 488 Short Term Rental Registration Fees - Michael STR Registration Fees Staff Briefing (First Reading).Pdf Ordinance No. 488 - Short Term Registration Fees.pdf Resolution 2022 -07 -01 Adopting Wastewater Collection System Master Plan - Ed Resolution 2022 -07 -01 Adopting Wastewater Collection System Master Plan.pdf Resolution 2022 -07 -02 Pavement Maintenance Resolution Elite Surface Infrastructure - Ed Resolution 2022 -07 -02 Pavement Maintenance Resolution Elite Surface Infrastructure.pdf July 6 Staff Memo On 2022 Street Projects.pdf ESI 2022 Winter Park_Fraser Exhibit A.pdf CONSTRUCTION AGREEMENT WP_Fraser Combined 06292022.Pdf Construction Guarantee Agreement US HWY 40 Sewer Bore - Ed US40 Sewer Bore.pdf Town Support For Sewer Line Bore Under US40.Pdf CONSTRUCTION GUARANTEE AGREEMENT SEWER BORE PIT.pdf Resolution 2022 -03 -01 Recommending Approval Of Prelilminary Plat And Final Plan Elk Creek Condos PA 4W.1 And Meyers Subdivision .Pdf Lions Pond Bathrooms Update - Ed Lions Pond Update.pdf Board Of Trustees Retreat - Ed Open Forum a) Business not on the agenda (If you would like to request time on a future agenda please contact the Town Clerk) Updates Economic Development Advisory Committee Parking Recommendations - Sarah. Parking.pdf Grand County Building Permit Data Grand County Building Permit Data.pdf BLDG PERMIT LIST 2022.Pdf 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). Regarding. First Amendment Complaints Adjourn UPCOMING MEETING WEDNESDAY, JULY 20, 2022 BOARD OF TRUSTEES 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 1.6:00 P.M.2.3.a.Documents:4.a.b.Documents: c. Documents: d. Documents: e. Documents: f. Documents: g. Documents: h. 5. 6. a. Documents: b. Documents: 7. 8. Board Staff Direct : Define the service, product or value to be delivered Lead : Future focused planning Protect : Establish the operational boundaries to be respected by Staff and monitored by the Board Manage : Now focused policy and procedural guidance to ensure on time, on budget, and on target service delivery Enable : Advocacy, resource development, and role discipline Accomplish : Ensure the work defined by the direction of the Board of Trustees is accomplished Board of Trustees Regular Meeting Agenda Fraser Town Hall, 153 Fraser Avenue and Virtually Wednesday July 6, 2022 6:00 PM - 9:00 PM Members of the Board may have dinner together @ 5:30 p.m. NOTE: Times are approximate and agenda subject to change Watch the meeting live on Fraser's YouTube Channel https://www.youtube.com/channel/UCs5aHnl7d -kk0j1cxV28DSg Participate in the meeting through our virtual platform Zoom Meeting Informationhttps://us02web.zoom.us/j/2590408013 Meeting ID:259 040 8013 Phone 1 -346 -248 -7799Roll CallApproval Of AgendaConsent AgendaMinutes June 15, 2022TBM 2022 -06 -15.PdfSKM_C36822062816250.PdfDiscussion And Possible Action RegardingMelissa Peters Introduction For Grand County SheriffFraser Valley Arts And Public Arts 2022 Strategy - Steve FitzgeraldFVA And PAC 22 Strategy.pdfFounders Initiative.pdfOrdinance 488 Short Term Rental Registration Fees - MichaelSTR Registration Fees Staff Briefing (First Reading).PdfOrdinance No. 488 - Short Term Registration Fees.pdfResolution 2022 -07 -01 Adopting Wastewater Collection System Master Plan - EdResolution 2022 -07 -01 Adopting Wastewater Collection System Master Plan.pdfResolution 2022 -07 -02 Pavement Maintenance Resolution Elite Surface Infrastructure - EdResolution 2022 -07 -02 Pavement Maintenance Resolution Elite Surface Infrastructure.pdfJuly 6 Staff Memo On 2022 Street Projects.pdfESI 2022 Winter Park_Fraser Exhibit A.pdfCONSTRUCTION AGREEMENT WP_Fraser Combined 06292022.PdfConstruction Guarantee Agreement US HWY 40 Sewer Bore - EdUS40 Sewer Bore.pdfTown Support For Sewer Line Bore Under US40.PdfCONSTRUCTION GUARANTEE AGREEMENT SEWER BORE PIT.pdfResolution 2022 -03 -01 Recommending Approval Of Prelilminary Plat And Final Plan Elk Creek Condos PA 4W.1 And Meyers Subdivision .PdfLions Pond Bathrooms Update - EdLions Pond Update.pdfBoard Of Trustees Retreat - EdOpen Foruma) Business not on the agenda (If you would like to request time on a future agenda please contact the Town Clerk)Updates Economic Development Advisory Committee Parking Recommendations - Sarah. Parking.pdf Grand County Building Permit Data Grand County Building Permit Data.pdf BLDG PERMIT LIST 2022.Pdf 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). Regarding. First Amendment Complaints Adjourn UPCOMING MEETING WEDNESDAY, JULY 20, 2022 BOARD OF TRUSTEES 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 1.6:00 P.M.2.3.a.Documents:4.a.b.Documents:c.Documents:d.Documents:e.Documents:f.Documents:g.Documents:h.5.6. a. Documents: b. Documents: 7. 8. Board Staff Direct : Define the service, product or value to be delivered Lead : Future focused planning Protect : Establish the operational boundaries to be respected by Staff and monitored by the Board Manage : Now focused policy and procedural guidance to ensure on time, on budget, and on target service delivery Enable : Advocacy, resource development, and role discipline Accomplish : Ensure the work defined by the direction of the Board of Trustees is accomplished FRASER BOARD OF TRUSTEES MINUTES DATE:June 15, 2022 MEETING:Board of Trustees Regular Meeting PLACE:Fraser Town Hall Board Room and Virtually PRESENT Board:Mayor Philip Vandernail; Mayor Pro-Tem Eileen Waldow; Trustees; Brian Cerkvenik, Kaydee Fisher, Lewis Gregory, Parnell Quinn and, Katie Soles Staff:Town Manager, Ed Cannon; Town Clerk, Antoinette McVeigh; Assistant Town Manager, Michael Brack; Finance Director, Rob Clemens Others:See attached list Mayor Vandernail called the meeting to order at 7:00 p.m. 1.Rollcall: Mayor Philip Vandernail; Mayor Pro-Tem Eileen Waldow; Trustees; Brian Cerkvenik, Kaydee Fisher, Lewis Gregory, Parnell Quinn and, Katie Soles 2.Approval of Agenda: Trustee Waldow moved, and Trustee Soles seconded the motion to approve the agenda. Motion carried: 7-0. 3.Consent Agenda: a)Minutes June 1, 2022 Trustee Soles moved, and Trustee Waldow seconded the motion to approve the consent agenda. Motion carried: 7-0. 4.Discussion and Possible Action: a)Grand Kids Learning Center Expansion Ashley Bobo, Director of Grand Kids presented to the Board. Grand Kids has made a request to the Board to remove the tennis courts and rent or donate the land to Grand Kids for an expansion of the center. The Board supports the expansion. Grand Kids will come back to the Board with more information. b)Resolution 2022-06-03 Opting Out Of FAMLI Trustee Soles moved, and Trustee Quinn seconded the motion to approve Resolution 2022-06-03 Opting Out Of FAMLI. Motion carried: 7-0. c)Treasurer's Report Finance Director Rob Clemens presented to the Board. Page 2 of 2 Trustee Quinn moved and Trustee Waldow seconded the motion to suspend the Town Board meeting and open the Liquor Licensing Authority meeting. Motion carried 7-0. 5.Fraser Liquor and Beer License Authority: a)Tin Cup Tavern Liquor License Renewal and Change of Manager Trustee Quinn moved, and Trustee Gregory seconded the motion to approve the Tin Cup Tavern Liquor License Renewal and Change of Manager Registration. Motion carried: 7-0. Trustee Quinn moved and Trustee Soles seconded the motion to resume the Town Board meeting and close the Liquor Licensing Authority. Motion carried 7-0. 6. Open Forum: a) none 7.Updates a) Trustee Gregory, the Farmers Market is moving forward they are working on the day of the week. b)Trustee Cerkvenik thanked CDOT for the repairs on HWY 40. c)Town Clerk McVeigh, an offer for the Deputy Clerk position has been made. 8.Adjourn: Trustee Soles moved, and Trustee Cerkvenik seconded the motion to adjourn. Motion carried: 7-0. Meeting adjourned at 8:18 p.m. _____________________________ Antoinette McVeigh, Town Clerk TOWN BOARD REGULAR MEETING REGISTRATION SHEET JUNE 15, 2022 The Public Forum is an opportunity for the public to present their concerns and recommendations regarding Town Government issues to the Town Board. Those wishing to address the Town Board will be allowed a five-minute presentation. A maximum of six (6) people will be allowed to address the Town Board at each Public Forum. If a topic that you wish to discuss has been scheduled for a formal Town Board Meeting, we would ask that you reserve your remarks for that specific date and time. Topics that are in litigation with the Town will not be heard during this forum. All presenters are urged to: (1) state the concern; and (2) list possible solutions. Please keep the following guidelines in mind: Remarks that discriminate against anyone or adversely reflect upon the race, color, ancestry, religious creed, national origin, political affiliation, disability, sex, or marital status of any person are out of order and may end the speaker's privilege to address the Board. Defamatory or abusive remarks or profanity are out of order and will not be tolerated. Anyone attending Town Board meetings must sign in to ensure accurate records and minutes. Sign your name, address, and email on the sign in sheet. Thank you for your cooperation. NAME PHYSICAL ADDRESS EMAIL - ) W, x~'2:7 M, tom- (00e-c-c_a_rrckicCet(cOg alai, t C Fraser Public Arts and Fraser Valley Arts (501c3) Update and Strategy 2021 Fraser Valley Arts 501c3 incorporated o Mission: Fraser Center for the Creative Arts o 2020 Goal: Establish credibility and financial track record Sculpture Dedication FMMF o Record fundraising for FVA o Robust business in town FVA: Plein Air @ Altitude (9/10 & 11) o Fundraiser for FVA o Underwriters: Koelbel, WP/F Chamber, Lions Club, Grand Foundation, REWP, FV Rec, Town, Grand County o Engaged with CCI, Grand County, other state bodies o Establish revenue & programming track record Add Fall Event: Artisan Oktoberfest (9/17-19) Historic Church Investigation 2022 Build Fraser Valley Arts brand and enhance Fraser as an arts destination o Double down on FMMF, Plein Air @ Altitude, and Fire and Ice o Mural commissions o Sculpture installations (will be 7 in last 10 months by early summer) o Town of Fraser commitment: $90k in arts budget, proceeds from Mural Fest to FVA, land donation, first into the Founder’s Circle (TBD) Begin Founders Campaign for FVA o Challenge: Large grants require history and financial matching 30-50% Strategy: Founder’ Circle Initiative Modeled after the Art Center at Wilits in Basalt, which was modeled on the approach to the Hollywood Bowl in LA Focus = local, smaller sums 20-25 donors at $30,000 over two years o Grand Foundation and Town of Fraser as key “connectors” to others 2021: Establish FVA, Bona Fides & Awareness 2022: Founder’s Circle Initiative 2023/4: Capital Campaign 2024/5: Construction & Operation Founders forever receive priority access to events and programming, along with recognition in/at the entry of the Center Goal: Annual Commitment of $300,000, $600,000 total $30,000 over two years -- Towns of Fraser and Winter Park, Grand Foundation, Lions, Koelbel, Chamber, etc o (If successful, CCI Grant in 2022) Purpose: o Hire a staff member for grant writing and programming; accelerate fundraising o Allow Board to focus on fundraising, not programming o Be able to compete for national and regional 7 figure grants Capital Campaign State and National Foundations for the Arts and Community Development CCI, Walton, Gates Family, Boetcher, El Pomar, Colorado Historic, etc Get to $6m in commitments and then apply for bonds/low interest loans to accelerate How You Can Help Evidence of financial commitment to FVA/Creative Center Town of Fraser: Land donated, prior donations, 2019-22 budgets Creative District Town and Grand Foundation: $15/year added to PAC budget, earmarked to FVA, for two years o Host a meeting for other key players Art in Public Places Budget 2018 Actuals 2019 Budget 2020 Budget 2021 Budget 2022 Proposal 2022 Comments  22,713 75,000 60,000 91,100   Mural Festival   20,000 35,000 50,000 Expand to 30-35 artists, hire an event company. Possibly add vendors. Build into stronger Sunday. Charge application fee. Sculpture Program   15,000 15,000 15,000 1 Commission and 3 rentals. Sculpture park near ponds? Mural Program   15,000 13,500 15,000 Use at least 10k for Mural Fest Award (pending travel requirements of artist) Artisan Oktoberfest   10,000 10,000 3,500 Start a second event aimed at also driving arts reputation and visitation to Fraser and local businesses during shoulder season Zepher Chair Upkeep     2,600 600 Repainting of about 1/3 of the chairs, prioritizing the ones showing the most wear. ($200/chair) Fraser Fire and Ice     7000 Expand based on reception of public last year New: FVA     15,000 Annual commitment to Fraser Valley Arts, helps FVA with grants and fundraising for remainder of the funds Totals   106,000 YoY Budget Unchanged except for Church Renovation $ Fraser Center for Creative Arts Founder’s Initiative The Fraser Center Founders are a select group of individuals and community groups who believe in the transformative power of the arts for communities, families, and individuals. They believe that the Fraser Valley is an unappreciated hub of creative expression and want to see that latent potential blossom. They want to attend more live music events, original plays, and meet visiting visual artists without having to drive hours away. They want local educational opportunities for all ages in the creative arts. Our Founders also understand that they are providing the seed capital for our fundraising effort, indicating community support for the Center and enabling Fraser Valley Arts to better compete for larger grants and awards. As the earliest supporters of the Fraser Center for Creative Arts, they will be permanently recognized as Founders and enjoy all the benefits associated with the Founder’s Circle. Benefits Permanent inclusion in the Founder’s Circle, the Fraser Center’s most prestigious group of donors, capped at 25 donors Prominent recognition as a Founder in local media (if desired, with permission) and with a prominent display in the entry of the Center VIP invitations to all events in advance of the general public First, and discounted, access to tickets for all events, including FVA events that precede the construction of the Center (such as Plein Air @ Altitude) A commemorative pin signifying their Founder’s Circle status Additional benefits as they are developed All Founder’s gifts may be applied toward a building naming opportunity Commitment $15,000 per year for 2 years ($30,000 total). FVA is a 501c3 organization, and your donation is tax deductible. Please contact Steve Fitzgerald, President of Fraser Valley Arts at sfitz88@me.com or 303.549.1792 to discuss becoming a Founder. 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 6, 2022 SUBJECT:Short-Term Registration Fees and Enforcement MATTER BEFORE BOARD: Consideration to increase short-term registration fees, reflect the number of bedrooms associated with a property, and implement administrative enforcement. BACKGROUND: On October 18, 2017, an ordinance was passed adopting short term registration fees were which required a $150 fee per year for any property regardless of its size, type, and number of bedrooms in addition to a $40 business license fee for each property to legally rent out their unit on a short-term basis. Short term rentals are defined in the Town’s code as any rental of a residential dwelling or portion thereof for less than 30 days for residential purposes. Currently, there are currently about 250 properties registered as a short-term rental within Fraser town limits. Below shows what other municipalities are charging for short term rental registration fees. Grand County, Colorado -The county charges $25.00 per occupant based on the maximum advertised occupancy for the STR. Town of Granby Fees based on bedroom counts: -One bedroom or studio $200.00 -Two Bedrooms $300.00 -Three or more bedrooms $400.00 -Plus $100.00 application fee on all Town of Grand Lake -Flat rate of $600.00 annually Town of Winter Park -Flat rate of $150.00 annually Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Town of Breckenridge -STR Application Fee: $175 -STR Permit Fee: $400 per bedroom Town of Durango -STR Permit Fee: $750 flat fee Town of Crested Butte -$750 flat fee for each short-term rental property -Short term rental licenses require 2 years paid at a time Town of Fraser (Proposed in Ordinance No. 488) -Short-Term Rental Application Fee $150 (Current Fee) -Short-Term Rental Permit Fee $350 per bedroom according to the property assessor plus ever additional sleeping area with a bed (not including sofas) will be counted as an additional bedroom. Studios are counted as one bedroom. Based on previous workshops with the Fraser Board of Trustees, the $350 per bedroom STR permit fee and $150 STR application fee meet the financial goals to offset impacts of STRs in the Fraser community. The STR application fee will continue to be used for administrative costs for the STR software, administration, and enforcement of the program. The STR permit fees will be allocated to the Fraser Housing Authority Fund for affordable housing initiatives and programs as approved by the Fraser Housing Authority. FINANCIAL IMPACT: Project Annual Revenues and Uses (2023) 2023 STR Application Fees: $150 x 275 STRs = $41,250 -STR Software ($20,000 annually) -Administration and Enforcement 2023 STR Permit Fees: $350 x 2.5 Bedrooms (Average) x 300 STRs = $262,500 -Plant Investment Fees for Affordable Housing -Deed Restriction Program -Land Acquisition -Affordable Housing Development -Public/Private Partnerships Currently, no administrative penalties exist for failure to either register or renew their short-term registration for a property owner but defaults to the Town’s general penalty for violation which creates challenges regarding enforcement. Grand County charges the following fines if a property owner fails to register their property as a short-term rental. This fine structure is recommended by Town staff to be adopted by Fraser and included in Ordinance No. 488 with Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com 10 business day periods between each violation. Currently, about 20% of short-term rental properties are not in compliance with current Fraser short-term rental regulations. 1st Violation – Warning 2nd Violation – $500 3rd Violation – $1000 4th Violation – UPON THE FOURTH VIOLATION, THE SHORT TERM RENTAL PERMIT MAY BE REVOKED OR SUSPENDED FOR A PERIOD OF ONE (1) YEAR. RECOMMENDATION: Short-term rentals in Fraser have positive impacts to the local economy but does create challenges with regards to both workforce and affordable housing. Approving Ordinance No. 488 provides a revenue stream to affordable housing initiatives with a reasonable approach based on what other municipalities charge. While the proposed fee structure is higher than others, we have had discussions with several other communities that are currently looking to increase their registration fees due to the impacts of workforce housing. Staff recommends approval of Ordinance No. 488 to increase fees associated with short term registrations. TOWN OF FRASER ORDINANCE NO. 488 Series 2022 AN ORDINANCE AMENDING CHAPTER 6 ARTICLE 8 OF THE FRASER MUNICIPAL CODE REGARDING SHORT-TERM RENTAL REGISTRATION WHEREAS, the Board of Trustees has determined that it is in the public' s interest to establish rules and regulations relating to the registration and operation of short-term rentals in the Town of Fraser. WHEREAS, Affordable Housing Initiatives have been identified as the Town’s number one priority and implementing a short-term registration fee structure appropriate to the impacts of short-term rentals is needed. WHEREAS, the regulatory fee will help address the secondary impacts caused by the short-term rental industry by protecting the character of the local community and town neighborhoods where accommodation units are located. WHEREAS, revenues received from short-term rental applications and permit fees will contribute towards affordable housing initiatives, programs, and infrastructure. NOW THEREFORE, BE IT ORDAINED BY THE BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO, THAT: PART 1: AMENDMENT OF MUNICIPAL CODE. Chapter 6 (Business Licenses and Regulations), Article 8 of the Fraser Municipal Code (herein sometimes referred to as the "Municipal Code") are hereby amended as follows [Note: additions are shown in bold underlined print; deletions are shown as strikethrough print]: ARTICLE 8 - Short-Term Rental Registration Sec. 6-8-10. - Intent. This Article shall provide requirements for registration and regulations for the operation of short-term rentals in the Town of Fraser. Sec. 6-8-20. - Definitions. For purposes of this Article, the following definitions shall apply: Short-term rental (STR) means any rental of a residential dwelling or portion thereof for less than thirty (30) days for residential purposes. Sec. 6-8-30. - Requirements. Rules and Regulations 2 (a) The owner of a property used for any short-term rental must maintain a current registration. Registration shall be accomplished by submittal of an application on a form as provided by the Town Manager and upon approval of the Town Manager. Said application will include, at a minimum: (1) Property owner information. (2) Proof of ownership. (3) A local contact or management company available 24 hours a day to attend to property problems or problems arising from the rental, within one (1) hour. (4) Parking plan. (5) A receipt of a short-term rental booking of the subject property issued within the 60 days following registration showing collection of all taxes due the Town of Fraser as a result of the rental. (5) (6) Any other information as may be deemed necessary by the Town. (b) Any property owner or designated property manager responsible for the management of the property shall maintain a current business license in accordance with Chapter 6 (Business License and Regulations) of the Fraser Municipal Code. The fee for a business license is $40 annually. (b) (c) The registration short-term rental application fee per unit per year and the annual renewal fee is one hundred fifty dollars ($150.00). The purpose of the application fee is to finance the cost of administering and monitoring compliance of terms, conditions and requirements for short-term rental operations. (d) The permit fee per unit per year is $350 per bedroom according to the property assessor plus every additional sleeping area with a bed (not including sofas) will be counted as an additional bedroom. Studios are counted as one bedroom. (e) Purpose, Use, and Commencement Date of Regulatory Fees 1) The short-term rental application fee will be used to defray the costs to the Town, including, but not limited to, for staff, personnel, and short-term rental software required for the administration and enforcement of the Short-Term Rental Registration Program. 2) Commencing September 1, 2022, and continuing thereafter, all permit fees, as specified in Section 6-8-30 (d) of this article, will be collected, retained, and expended for the purpose of funding affordable housing initiatives and programs 3 as approved by the Fraser Housing Authority. (c) (f) Registration expires and must be renewed annually, and the application and permit fees must be paid annually upon registration. The annual term for registration shall commence upon approval of the application and payment of all required fees. (g) The short-term rental unit permit is issued to the specific owner of the property. The permit shall not be transferred or assigned to another individual, person, entity, or address but may be managed by a third party on behalf of the owner. (d) (h) Proof of current registration must be posted in a conspicuous location within the short- term rental property. (i) A local contact or management company’s contact information available 24 hours a day to attend to property problems or problems arising from the rental within one (1) hour must be posted within the short-term rental property in a prominent location. Any changes to the contact information for the local contact or management company must be updated through the short-term rental registration platform with the property manager’s or homeowner’s existing login information within seven (7) calendar days of the change. (j) Following issuance of the short-term rental permit, the town manager or his/her designated representative may enter upon and inspect the STR to ensure compliance with the provisions of this chapter. Such entry and inspection shall only be permitted between the hours of 9:00 a.m. to 5:00 p.m. after providing the property manager of the STR at least seven days’ written notice of the town’s intent to inspect. The property manager or other designated representative is required to coordinate with the town manager or designated representative on the subject property to provide access for compliance inspections. Compliance inspections will be conducted at random or if any public safety concern has been reported. (k) The unit address shall be clearly marked and visible from the roadway. (l) To ensure the health, safety, and welfare of short-term renters, the following safety equipment must be installed, and safety measures must be taken in the STR unit: (1) Smoke detectors must be installed and operable in each STR unit; (2) Carbon monoxide detectors must be installed and operable in each STR unit near sleeping areas and near gas fueled boilers, furnaces, and fireplaces; (3) Fire extinguishers on every floor of the STR, which must be visible or clearly marked; and 4 (4) Egress doors and windows must remain operable and cleared of snow, debris or any other obstruction. (m) The occupancy limit for all short-term rental units except studios shall be two (2) persons per bedroom as specified in Sec. 6-8-30 (d) for determining the total number of bedrooms plus four (4) additional persons. The occupancy limit for studio short-term rental units shall be a total of four (4) persons. (n) A site plan showing adequate parking shall be supplied at the time of application. Parking in private driveways shall be utilized first with overflow parking on the street if permitted. Parking on site in non-driveway areas (i.e., front yard areas, and rear and side yards, landscape areas) shall be prohibited. Occupants must comply with all town parking regulations. (e) (o) Registration may be revoked administratively by the Town Manager for any failure to comply with any of the requirements of this Section, or any of the following: (1) Failure to pay water and/or wastewater service fees. (2) Failure to provide adequate on-site parking. (3) Failure to comply with any provisions of the Town Code. (4) Failure to provide a local contact available to attend to property problems within one (1) hour. (5) Failure to pay any applicable taxes. (6) Failure to maintain a current registration, or revocation of a registration, shall not result in any waiver of taxes or fees due. (7) Failure to comply with the Town’s notification to inspect the property within seven (7) business days. (f) (p) It shall be unlawful for any person to cause or permit any short-term rental to occur at any property without a current registration. Any person convicted of a violation of any provision of this Article shall be subject to penalty as set forth in Section 1-4-10 of this Code. Any person found to be advertising for rent or renting a short-term rental unit in violation of this article, will be notified for their 1st Violation warning by certified mail, return receipt requested, to cease and desist all offending actions. Upon receipt of the notice, the offending party shall have ten (10) business days to correct the offending action. Options would include, for example, removing the offending advertisement, ceasing the rental of the offending unit(s), bringing the rental property into compliance of this article, or obtaining a short-term rental permit. After the ten (10) business day period has ended 5 without correction of the offending action or upon any further violation, the offending party shall be determined to be in violation of this section and shall be fined per the 2nd Violation and so forth as listed in the administrative penalty structure below in ten (10) business day increments until the offending action has been corrected or further legal action is taken as set forth in Section 1-4-10 of this code. The Town may levy an administrative penalty in separate ten (10) day increments within a 12-month rolling period for failure to comply with the provisions of this Short-Term Rental Regulation: (1) 1st Violation – Warning (2) 2nd Violation – Five hundred dollars ($500) (3) 3rd Violation – One thousand dollars ($1000) (4) 4th Violation – upon the 4th violation, the short-term rental permit may be revoked or suspended for a period of one (1) year and shall be subject to penalty as set forth in Section 1-4-10 of the Fraser Municipal Code. Sec. 6-8-40. - Appeals. An administrative order revoking a short-term rental registration and/or penalties levied under this Article may be appealed to the Board of Trustees by filing a written notice of appeal with the Town Manager within ten (10) days following notice of the order. The Board of Trustees will hold a hearing regarding the appeal and render a decision within a reasonable time. PART 2: REPEAL. Any and all existing ordinances or parts of ordinances of the Town of Fraser covering the same matters as embraced in this Ordinance are hereby repealed and all ordinances or parts of ordinances inconsistent with the provisions of this ordinance are hereby repealed; provided, however, that such repeal shall not affect or prevent the prosecution or punishment of any person for any act done or committed in violation of any ordinance hereby repealed prior to the taking effect of this Ordinance. PART 3: SEVERABILITY. If any section, subsection, sentence, clause or phrase of this Ordinance is, for any reason, held to be invalid or unconstitutional, such decision shall not affect the validity or constitutionality of the remaining portions of this Ordinance. The Town of Fraser hereby declares that it would have adopted this Ordinance, and each section, subsection, clause or phrase thereof, irrespective of the fact that any one or more sections, subsections, sentences, clauses and phrases thereof be declared invalid or unconstitutional. PART 4: EFFECTIVE DATE. This Ordinance shall take effect thirty (30) days after passage, adoption and publication thereof as provided by law. PART 5: PUBLICATION. This Ordinance shall be published by title only. 6 READ, PASSED, ADOPTED AND ORDERED PUBLISHED BY THE BOARD OF TRUSTEES AND SIGNED THIS _____ DAY OF _____________, 2022. Votes in favor: ____BOARD OF TRUSTEES OF THE Votes opposed: ____TOWN OF FRASER, COLORADO Votes abstained: ____ BY: ____________________________________ Philip Vandernail, Mayor ( S E A L ) ATTEST: ____________________________________ Antoinette McVeigh, Town Clerk Published in the Middle Park Times on _________________. 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 TOWN OF FRASER RESOLUTION NO. 2022-07-02 A RESOLUTION AWARDING 2022 PAVEMENT MAINTENANCE BIDS WHEREAS,the Town of Fraser budgets for street repairs through the Capital Asset Fund; and WHEREAS,the 2022 Capital Asset Fund funded account 32-40-810 for existing street capital projects at $500,000: and WHEREAS,Town staff recently conducted a request for bid process that determined Elite Surface Infrastructure as the lowest and best bid of $555,995.45 for a combined project total that also includes work to be done in Winter Park, Colorado. WHEREAS, the Town of Fraser’s portion is established at $394,442.70. 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 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:Ed Cannon, Town Manager DATE:July 6, 2022 SUBJECT:2022 Street Projects MATTER BEFORE BOARD: Approve Joint Contract for Fraser Street Improvements BACKGROUND: For the second year, Fraser has partnered with Winter Park to solicit bids for asphalt improvements. 2022 Fraser projects include mill and overlay of Wapiti Drive and lower Rendezvous Road. Winter Park received one (1) bid from Elite Surface Infrastructure (ESI) for the combined project. ESI was the company that completed our joint paving project in 2021, and both Winter Park and Fraser was pleased with their work. FINANCIAL CONSIDERATION Fraser budgeted $500,000 for the Wapiti and rendezvous projects. ESI’s bid for Fraser’s portion of the work came in at $394,442.70. Winter Park is scheduled to approve the proposal on July 5th, and, if Fraser approves, work will begin after Labor Day. RECOMMENDATION: Approve Resolution to award street improvement contract to ESI. Attachment: ESI Proposal 1.05 Bidder Wi11 complete the price(s): Uri Price Proposal: ccordance with the Contract Docun ents for the foliowing [Tacit Prices have been commuted in aac;cordanc Proccdute Specificatio` Se ion 0 1200 — Payment Bidder acknowledges that estimated quantities are: not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all unit price Bid items will be based on actual quantiti determined in the Contract Documents provided. Description of measurement and payment procedures is provided in Specification Section 01200 — Payment Procedures. Bid Schedule: The Owner may decide to accept a corresponding change either be completed or in the products, nmaterials, equipment, systems, in the Contract Documents. Not all items included on the bid form are being obtained in order to add items i of construction to methods described may be included on the drawings. These unit prices ed to suit field conditions. # Description Quantity Unit Unit Price Total 1 Mobilization/Den ebilization - ToWP 1 LS $22,135,00 $22,185.09 Asphalt —>2" Mill and Overlay - ToWP 55,440 SF $2.22 $123,076.56 3 Full Depth Asphalt Patch - 6" Depth ToWP 1,765 SF $9.23 1 ,290.95 4 Mobilization/Demobilization - ToF 1 LS $64,245.00 $64,245,00 5 1 Asphalt — 2'" Mill and Overlay - ToF 140,660 SF $2.22- $312,265:211 6 Full Depth Asphalt Patch- 6" Depth - ToF 750 SF $9,23 $6,922.50 7 Striping Replacement -- ToF 1 LS 11010.00 $11,010.001 Bidder acknowledges that the Owner has the right to delete it at his sole discretion without affecting the Agreement or prices o deletion or change does not exceed twenty-five percent (25c' the Bid or change cltaant ny item so 10 e total Contract Amount. UNIT PRICE BID: S 555,995,45 (IN WORDS Five Hundred Fifty Five Thousand, Nine Hundred Ninety Five Dollars & Forty Five Cents. The LinedBidderag Owner aand to enter into a con agrees to complete all Work id all required Bonds in the form recta lain the time specified in the Instructions to Bidders -ed by the Bid, in accordance specified requirenle ed by the d further 51,0 0")? 00310-3 SECTION 00501 CONSTRUCTION AGREEMENT THIS CONSTRUCTION CONTRACT (the "Contract") is made and entered into this 7th day of July 2022, by and between the Town of Winter Park, 50 Vasquez Road, P.O. Box 3327, Winter Park, CO 80482 and the Town of Fraser, 153 Fraser Avenue, P.O. Box 370, Fraser Colorado, 80442, both Colorado municipalities (the "Towns"), and Elite Surface Infrastructure, an independent contractor with a principal place of business at 1199 Atchison Court, Castle Rock, CO 80109 ("Contractor") (collectively the "Parties"). For the consideration hereinafter set forth, the receipt and sufficiency of which are hereby acknowledged, the Parties agree as follows: I.SCOPE OF WORK Contractor shall furnish all labor and materials required for the complete and prompt execution and performance of all duties,obligations,and responsibilities which are described or reasonably implied from the Scope of Work set forth in Exhibit A,attached hereto and incorporated herein by this reference.No change to the Scope of Work,including any additional compensation,shall be effective or paid unless authorized by written amendment executed by the Town. II.TERM AND TERMINATION A.Contractor shall complete the Scope of Work on or before October 14, 2022. B.This Contract shall terminate when all the work described in the Scope of Work is completed to the Town's satisfaction (final acceptance),or upon the Town's providing Contractor with seven (7)days advance written notice,whichever occurs first;provided that the indemnification and warranty provisions of this Contract shall survive termination. III.COMPENSATION Upon final acceptance by the Towns of the work set forth in the Scope of Work, the Towns shall pay Contractor an amount not to exceed five hundred fifty-five thousand nine hundred ninety-five dollars and forty-five cents ($555.995.45) (the "Contract Price"), subject to the requirements of C.R.S. § 38-26-107. If Contractor completes the Scope of Work for a lesser amount than the Contract Price, Contractor shall be paid the lesser amount. IV.INDEPENDENT CONTRACTOR Contractor is an independent contractor.Notwithstanding any other provision of this Contract,all personnel assigned by Contractor to perform work under the terms of this Contract shall be,and remain at all times,employees or agents of Contractor for all purposes.Contractor shall make no representation that it is a Town employee for any purposes. V.RESPONSIBILITY Contractor hereby warrants that it is qualified to assume the responsibilities and render the services described herein and has all requisite corporate authority and licenses in good standing.The services performed by Contractor shall be in accordance with generally accepted professional practices and the level of competency presently maintained by others in the same or similar type of work,and in compliance with applicable laws,ordinances,rules and regulations.The Town's review,approval or acceptance of,or payment for any work shall not be construed as a waiver of any rights under this Contract or any cause of action arising out of the performance of this Contract. VI.OWNERSHIP Any materials,items,and work specified in the Scope of Work,and any and all related documentation and materials provided or developed by Contractor shall be exclusively owned by the Town.Contractor expressly acknowledges and agrees that all work performed under the Scope of Work constitutes a "work made for hire."To the extent,if at all,that it does not constitute a "work made for hire," Contractor hereby transfers,sells,and assigns to the Town all of its right,title,and interest in such work.The Town may,with respect to all or any portion of such work,use,publish,display,reproduce, distribute,destroy,alter,retouch,modify,adapt,translate,or change such work without providing notice to or receiving consent from Contractor. VII.INSURANCE A.Contractor agrees to procure and maintain,at its own cost,a policy or policies of insurance sufficient to insure against all liability,claims,demands,and other obligations assumed by Contractor pursuant to this Agreement.At a minimum,Contractor shall procure and maintain,and shall cause any subcontractor to procure and maintain,the insurance coverages listed below, with forms and insurers acceptable to the Town. 1.Worker's Compensation insurance as required by law. 2.Commercial General Liability insurance with minimum combined single limits of one million dollars ($1,000,000)each occurrence and one million dollars ($1,000,000)general aggregate.The policy shall be applicable to all premises and operations,and shall include coverage for bodily injury,broad form property damage,personal injury (including coverage for contractual and employee acts), blanket contractual,products,and completed operations.The policy shall contain a severability of interests provision,and shall include the Town and the Town's officers,employees,and contractors as additional insureds.No additional insured endorsement shall contain any exclusion for bodily injury or property damage arising from completed operations. B.Such insurance shall be in addition to any other insurance requirements imposed by law. The coverages afforded under the policies shall not be canceled,terminated or materially changed without at least thirty (30)days prior written notice to the Town.In the case of any claims-made policy,the necessary retroactive dates and extended reporting periods shall be procured to maintain such continuous coverage.Any insurance carried by the Town,its officers,its employees,or its contractors shall be excess and not contributory insurance to that provided by Contractor.Contractor shall be solely responsible for any deductible losses under any policy. C.Contractor shall provide to the Town a certificate of insurance as evidence that the required policies are in full force and effect. The certificate shall identify this Agreement. VIII.INDEMNIFICATION Contractor agrees to indemnify and hold harmless the Town and its officers, insurers, volunteers, representatives, agents, employees, heirs and assigns from and against all claims, liability, damages, losses, expenses and demands, including attorney fees, on account of injury, loss, or damage, including, without limitation, claims arising from bodily injury, personal injury, sickness, disease, death, property loss or damage, or any other loss of any kind whatsoever, which arise out of or are in any manner connected with this Contract, to the extent that such injury, loss or damage is attributable to the act, omission, error, professional error, mistake, negligence or other fault of Contractor, any subcontractor of Contractor, or any officer, employee, representative, or agent of Contractor or of any subcontractor of Contractor, or which arise out of any worker's compensation claim of any employee of Contractor or of any employee of any subcontractor of Contractor. Contractor, to the fullest extent permitted by law, shall defend, investigate, handle, respond and provide defense for and defend against any such liability, claims, damages, losses, expenses or demands at the sole expense of Contractor, or at the option of the Town, Contractor agrees to pay the Town or reimburse the Town for defense costs incurred by the Town in connection with any such liability, claims, damages, losses, expenses or demands. Contractor, to the fullest extent permitted by law, shall defend and bear all other costs and expenses related thereto, including court costs and attorney fees, whether or not such liability, claims or demands alleged are groundless, false or fraudulent. This indemnification provision is intended to comply with C.R.S. § 13-21- 111.5(6), as amended, and shall be read as broadly as permitted to satisfy that intent. IX.TERMINATION This Contract shall terminate when all the work described in the Scope of Work is completed to the Town's satisfaction,or upon the Town's providing Contractor with seven (7)days advance written notice,whichever occurs first.If the Contract is terminated by the Town's issuance of written notice,the Town shall pay Contractor for all work authorized and completed prior to the date of termination. X.ILLEGAL ALIENS A.Certification.By entering into this Contract,Contractor hereby certifies that,at the time of this certification,it does not knowingly employ or contract with an illegal alien who will perform work under this Contract and that Contractor will participate in either the E- Verify Program administered by the United States Department of Homeland Security and Social Security Administration or the Department Program administered by the Colorado Department of Labor and Employment to confirm the employment eligibility of all employees who are newly hired to perform work under this Contract. B.Prohibited Acts.Contractor shall not knowingly employ or contract with an illegal alien to perform work under this Contract or enter into a contract with a subcontractor that fails to certify to Contractor that the subcontractor shall not knowingly employ or contract with an illegal alien to perform work under this Contract. C.Verification. 1.If Contractor has employees,Contractor has confirmed the employment eligibility of all employees who are newly hired to perform work under this Contract through participation in either the E-Verify Program or the Department Program. 2.Contractor shall not use the E-Verify Program or Department Program procedures to undertake pre-employment screening of job applicants while this Contract is being performed. 3.If Contractor obtains actual knowledge that a subcontractor performing work under this Contract knowingly employs or contracts with an illegal alien who is performing work under this Contract,Contractor shall:notify the subcontractor and the Town within three (3)days that Contractor has actual knowledge that the subcontractor is employing or contracting with an illegal alien who is performing work under this Contract;and terminate the subcontract with the subcontractor if within three (3)days of receiving the notice required pursuant to subsection 1 hereof,the subcontractor does not stop employing or contracting with the illegal alien who is performing work under this Contract;except that Contractor shall not terminate the subcontract if during such three (3)days the subcontractor provides information to establish that the subcontractor has not knowingly employed or contracted with an illegal alien who is performing work under this Contract. D.Duty to Comply with Investigations.Contractor shall comply with any reasonable request by the Colorado Department of Labor and Employment made in the course of an investigation conducted pursuant to C.R.S.§8-17.5-102(5)(a)to ensure that Contractor is complying with this Contract. E.Affidavits.If Contractor does not have employees,Contractor shall sign the "No Employee Affidavit"attached hereto.If Contractor wishes to verify the lawful presence of newly hired employees who perform work under this Contract via the Department Program, Contractor shall sign the "Department Program Affidavit" attached hereto. XI.WARRANTY Contractor shall warrant and guarantee all materials furnished and work performed by Contractor under this Contract for a period of two (2)years from the date of final acceptance by the Town.Under this warranty,Contractor agrees to repair or replace,at its own expense and under the direction of the Town,any portion of the work or materials that fails or is defective,unsound,unsatisfactory because of materials or workmanship,or that is not in conformity with the provisions of the Contract.The expiration of the warranty period shall in no way limit the Town's legal or equitable remedies,or the period in which such remedies may be asserted, for work negligently or defectively performed. XII.BONDS Within 10 days of the date of this Contract,Contractor shall furnish a Payment and Performance Bond in the full amount of the Contract Price,as security for the faithful performance and payment of all Contractor's obligations under this Contract,including the warranty.The bond shall remain in effect at least until 2 years after the date of final acceptance. XIII.LIQUIDATED DAMAGES A.Because time is of the essence and delayed performance constitutes a compensable inconvenience to the Town and its residents,the liquidated damages established in this Section shall be enforced.Such damages are not a penalty.For each day that all of the work described in the Scope of Work is delayed beyond the deadline set forth in Section II hereof,Contractor shall be assessed the amount of two hundred fifty dollars ($250)per day. B.Allowing Contractor to continue and finish the Scope of Work or any part thereof after the deadline set forth in Section II hereof shall not operate as a waiver on the part of the Town of any of its rights under this Contract.Any liquidated damages assessed shall not relieve Contractor from liability for any damages or costs of other contractors caused by a failure of Contractor to complete the Scope of Work.Liquidated damages may be deducted from any payment due Contractor or any retainage held.If the liquidated damages exceed the amount owed to Contractor,Contractor shall reimburse the Town within thirty (30) days of notice thereof. XIV.MISCELLANEOUS A.Governing Law and Venue.This Contract shall be governed by the laws of the State of Colorado,and any legal action concerning the provisions hereof shall be brought in Grand County, Colorado. B.Integration.This Contract and any attached exhibits constitute the entire agreement between Contractor and the Town, superseding all prior oral or written communications. C.Third Parties. There are no intended third-party beneficiaries to this Contract. D.Notice.Any notice under this Contract shall be in writing,and shall be deemed sufficient when directly presented or sent pre-paid,first class United States Mail to the address included on Page 1 of this Contract. E.Severability.If any provision of this Contract is found by a court of competent jurisdiction to be unlawful or unenforceable for any reason,the remaining provisions hereof shall remain in full force and effect. F.Modification. This Contract may only be modified upon written agreement of the Parties. G.Assignment.Neither this Contract nor any of the rights or obligations of the Parties hereto, shall be assigned by either party without the written consent of the other. H.Governmental Immunity.The Town and its officers,attorneys and employees are relying on,and do not waive or intend to waive by any provision of this Contract,the monetary limitations or any other rights,immunities,and protections provided by the Colorado Governmental Immunity Act,C.R.S.§24-10-101,et seq.,as amended,or otherwise available to the Town and its officers, attorneys or employees. I.Rights and Remedies.Delays in enforcement or the waiver of any one or more defaults or breaches of this Contract by the Town shall not constitute a waiver of any of the other terms or obligation of this Contract.The rights and remedies of the Town under this Contract are in addition to any other rights and remedies provided by law.The expiration of this Contract shall in no way limit the Town's legal or equitable remedies,or the period in which such remedies may be asserted,for work negligently or defectively performed. J.Subject to Annual Appropriation.Consistent with Article X,§20 of the Colorado Constitution,any financial obligation of the Town not performed during the current fiscal year is subject to annual appropriation,shall extend only to monies currently appropriated,and shall not constitute a mandatory charge,requirement or liability beyond the current fiscal year. IN WITNESS WHEREOF, the Parties hereto have executed this Contract on the date first set forth above. TOWN OF WINTER PARK, COLORADO Nick Kutrumbos, Mayor ATTEST: Danielle Jardee, Town Clerk TOWN OF FRASER Philip Vandernail, Mayor ATTEST: Antoinette McVeigh, Town Clerk CONTRACTOR By:________________________________ STATE OF COLORADO ) ) ss. COUNTY OF ) The foregoing instrument was subscribed,sworn to and acknowledged before me this ___day of __________,2022,by _______________________as _________________of ________________________. My commission expires: (S E A L)___________________________________ Notary Public 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:Ed Cannon, Town Manager DATE:July 6, 2022 SUBJECT:US40 Sewer Bore MATTER BEFORE BOARD: Approve Construction Guarantee Agreement with Grand Park Development for US40 Sewer Crossing Public Improvement BACKGROUND: Grand Park Development is currently boring under US40 to install a sewer main to provide added capacity for the Alpenglow subdivision and future developments in the Grand Park PDD. The construction plans were approved by Fraser staff on March 14, 2022, and Grand Park secured all required permits from CDOT. The US40 sewer crossing was a condition identified in Planning Commission Resolution 2022- 03-01 and was to be included in the Subdivision Improvement Agreement (SIA) for Alpenglow. Grand Park has not resubmitted a response to the conditions of the PC Resolution, and the matter has not come to the Fraser Board of Trustees. However, Grand Park is proceeding with the sewer crossing. This Construction Guarantee Agreement (“Agreement”) takes the place of the SIA. The Agreement is similar in form to a SIA in that it specifies the conditions of the public improvement construction and outlines responsibilities, inspections, warranties, acceptance, and remedies in the event of a default by the developer. The only difference is that a Construction Guarantee Agreement is not tied to a specific subdivision. Specific guidance for the use of a Construction Guarantee Agreement is provided in Town Code Chapter 19. FINANCIAL CONSIDERATION Typically, a SIA or Construction Guarantee Agreement requires surety equaling the total estimated cost of the improvement plus 25%. On April 4th, 2022, PW Director Russell Pennington notified Grand Park Development that the sewer bore would need to be part of a SIA with required surety. Unfortunately, Russell resigned shortly thereafter, construction cost estimates were not provided by Grand Park Development, and a SIA was never developed. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Construction of the sewer crossing began on Friday, June 24th. The Fraser Finance Director was serving as acting Town Manager at the time and issued a stop work order because the was no agreement for the project as required by Town Code. On Monday, I allowed construction to continue and instructed Town Attorney Kent Whitmer to prepare a Construction Guarantee Agreement to ensure the Town is protected and to allow for inspections and acceptance of the public infrastructure dedication upon completion. Since the project is already under construction, the Agreement does not call for surety but allows for remedies in the event of default as specified in Chapter 19 of the Town Code Chapter 19. The remedies provision in the Agreement serves the same purpose of surety in the event of default by the developer. Construction is on-going and is expected to end late July. RECOMMENDATION: Approve Construction Guarantee Agreement Attachments: PC Resolution 2022-03-01 April 4, 2022 letter from Russell Pennington to Grand Park development Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com April 4, 2022 Clark Lipscomb Grand Park Development LLC PO Box 30 Winter Park, Colorado 80482 Clark, Regarding the proposed US 40 Sanitary Sewer Crossing located near US 40 and Old Victory Road, the Town of Fraser is in support of this project. Fraser Staff has reviewed the proposed plans and has signed the final construction plans. This project will be required to be a part of a Subdivision Improvement Agreement with the Town with the required surety as part of the agreement. The project will also require all approvals and permits from CDOT. If you have any questions, please feel free to contact me. Sincerely, Russell W. Pennington, P.E. Public Works Director Page 1 of 6 CONSTRUCTION GUARANTEE AGREEMENT THIS AGREEMENT is made and entered into as of this _____ day of _______, 2022, by and between GRAND PARK DEVELOPMENT LLC, a Colorado limited liability company whose address is ___________, 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 Lot 2, Meyer Subdivision according to the plat thereof recorded May 26, 2005 at Reception No. 2005-005382 for which Developer intends to construct certain improvements, including a bore pit for a sanitary crossing under US Highway40 (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) requires as a condition of approval and ultimate acceptance thereof that appropriate construction guarantees be given by Developer to ensure that necessary construction features and public improvements are constructed in accordance with 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 and the ultimate acceptance of the improvements in connection with 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, including but not limited to the Construction Plans for Meyer Lot 2 – US 40 Sanitary Crossing, Terracina Project No. 15-003 dated March 14, 2022. (2)Improvements . The "Improvements" shall mean the utility installations to be provided in accordance with this Agreement, and which are depicted in the Development Plans. (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 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 substantially completed not later than two (2) years after the date of this Agreement, unless an extension of Page 2 of 6 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 Improvements and all other matters relating to Developer's obligation with respect to the 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 Improvements. (4)[REMOVED] (5)Warranties of Developer . Developer warrants that the 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 shall remain in force and effect as to any completed Improvements until the lapse of one (1) year after preliminary acceptance of the Improvements, and until final acceptance of such Improvements as provided in the Fraser subdivision regulations. To the extent the 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 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 Improvements constructed, completed or corrected by such means and in such manner as Fraser shall determine, with or without public bidding. (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. Page 3 of 6 (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. Upon Developer's failure to timely reimburse Fraser for such additional costs and expenses, the parties agree that Fraser shall have the right to certify the same to the County Treasurer as a lien on the property for collection in the same manner as ad valorem taxes. 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 Page 4 of 6 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 shall be binding upon and inure to the benefit of the parties hereto and their respective successors and assigns. [SIGNATURE PAGES TO FOLLOW] Page 5 of 6 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 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 _______, 2022, 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 _______, 2022, by ___________ , as ___________, of GRAND PARK DEVELOPMENT LLC, a Colorado limited liability company, Developer. Witness my hand and official seal. My commission expires: Notary Public Page 6 of 6 FRASER PLANNING COMMISSION RESOLUTION NO. 2022-03-01 A RESOLUTION RECOMMENDING APPROVAL OF THE PRELIMINARY PLAT AND FINAL PLAN ELK CREEK CONDOMINIUMS PA 4W.1 AND MEYER SUBDIVISION LOT 2 LOCATED IN SECTION 20, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6T" PM, TOWN OF FRASER, COUNTY OF GRAND, STATE OF COLORADO WHEREAS, at a regular meeting of the Fraser Planning Commission held on March 23, 2022, Cornerstone Winter Park Holdings LLC., was present, requesting a recommendation of approval for a preliminary plat and final plan Elk Creek Condominiums Planning Area 4W.1 and Meyer Subdivision Lot 2; and WHEREAS, Cornerstone Winter Park Holdings LLC., is the current owner of said property; and WHEREAS, the owner is proposing to subdivide 12.511 acres into 46 multi -family condominiums in one phase; and WHEREAS, the Planning Commission and staff have determined that this application is in compliance with the Land Development Code of the Town of Fraser. NOW THEREFORE BE IT RESOLVED that the Fraser Planning Commission has voted to recommend approval of this development application with the following conditions: 1. Address drainage and utility engineering comments provided by Merrick & Company and revise documents accordingly. 2. Address review comments in Whitmer Law Firm memo dated 3-15-2022 and revise documents accordingly. 3. Specify width of proposed ROW on plat. 4. Fraser should require additional ROW for the existing Johns Drive in conjunction with this development application to match the 60' ROW that is being proposed. 5. Revise note to say 4W has 16 units remaining, not 46. Add additional remaining unit language to Final Plan AND Final Plat notes regarding density transfer. 6. On Final Plan note #2, delete "130 permitted including 30% transfer (This may be determined in the future). 7. Revise site data charts accordingly to equal a total of 46 units per the requested density transfer and add site date charts to Final Plat. 8. Clarify reference to conservation easement on Sheet 3 and 4 of 11 of the Final Plan. 9. Reference to development permit in the title should be deleted and replaced with Site Plan per Code. 10.Applicant must secure CDOT Utility Permit for US 40 sewer crossing prior to recording the final plat. 11. Applicant shall resubmit for review and approval all final plat and final plan & site plan documents. This development application shall be scheduled for Planning Commission once these conditions has been addressed. APPROVED AND ADOPTED THIS 23rd DAY OF March, 2022. FRASER PLANNING COMMISION Cho ATTEST: q4/jC YYA/LtAtVTownClerk 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:Ed Cannon, Town Manager DATE:July 6, 2022 SUBJECT:Lions Pond Update I have been working with Merrick Engineers to address concerns about the construction of the sewer line for the Lions Pond bathroom project. The plans call for an open cut between the two ponds which creates the potential risk of a pond failure. I also reached out to the engineer of record (Element Engineering LLC) for the project to explore an alternative route for the sewer line. BACKGROUND The need for restroom facilities at Lions Pond was identified in the Fraser River Corridor Master Plan. Town staff began working to develop the restroom facility in 2018 and hired Bowman Consulting to explore options for water and sewer service to the facility. Staff also secured a $299,900 50% match grant from DOLA for the project. The project was delayed during COVID, and staff secured an extension on the DOLA grant until December 2022. Staff was also working with Element Engineering LLC to develop construction plans for the project. These plans were approved in August 2021. Another delay occurred when the water and sewer infrastructure project went out for bid in 2022, but the Town did not receive any responses. Staff contacted Greg Winkler with DOLA and was able to obtain a second extension on the grant until December 2024. Staff also contacted Taylor Excavating in April 2022 who agreed to prepare a bid for the construction. Taylor was working on a separate project in Winter Park and told staff that they could do the work this summer. Contracts were prepared, but we experienced lengthy delays while Taylor tried to secure bonding for the project. MAJOR CONCERNS Grant Deadline: The December 2022 deadline created high urgency to complete the project in 2022. This deadline was compounded by the following issues: Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com a.Green Flush Restrooms required a 6-month lead time to construct the bathroom. Staff executed the contract with Green Flush for $229,625 in April 2022 to start construction to have the bathroom delivered before the December 2022 grant deadline. The bathroom also required the Town to construct the foundation prior to delivery. The construction plans for the water and sewer did not include foundation construction, so staff contacted a local contractor who agreed to do the foundation work. After the departure of Russell, numerous attempts to contact the local contractor went unanswered. b.The 2022 water combo RFP was not prepared in a timely manner. The construction of the bathroom water and sewer infrastructure was part of a $1.3M combined water and sewer bid package that also included the water main replacement on Byers Ave., looping water lines to eliminate many of the dead-end lines in town, and the replacement of several pressure reducing valve within our water system. The RFP was issued in early March 2022, with a bid deadline of March 30th. After receiving no bids for the construction, staff contacted individual contractors to determine, 1) why they did not bid on the project, and 2) to ask if they could do the bathroom construction as a stand-alone project. No contractor stated that they did not bid due to the late publication of the RFP; however, posting the RFP in 2021 would have improved the Town’s chances of receiving a bid. c.After receiving no bids, staff met with Taylor Excavating out of Grand Junction who was working on a project in Winter Park. Taylor stated they could complete the project during down times in their current project in Winter Park. Taylor also reported that they did not bid on the combined project because they could not secure bonding for a project that big. A contract was prepared along with a request for surety for the project. It took over a month for Taylor to arrange adequate surety. Additionally, Taylor’s bid did not adequately address reconstruction of the park area between the ponds. Finally, due to the urgency of the completing the project in 2022, I do not feel Taylor Excavating was adequately vetted. Taken together, I am concerned over Taylor’s ability to take on the project. Pond Integrity: Construction of the sewer line initially focused on boring between the ponds. It was later determined by staff that an open cut would be the preferred construction method; however, open cut construction would require lowering the south pond to reduce hydraulic pressure. Staff discussed the open cut with contractors during a pre-bid conference in early 2022, and none of the contractors at this meeting thought the method would be an issue. However, none of the contractors at this meeting submitted a bid for the project. I discussed the construction method with Merrick Engineers and expressed my concern over pond integrity. The construction plans required excavating 6 to 8 feet below the surface between the ponds, and I needed assurances that the construction would not damage the pond lining or, worst case, cause a pond breach. A breach would release millions of gallons of water, which would result in significant damage to downstream homes and businesses. Merrick agreed with my assessment, and we began discussing alternative routes for the sewer. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com I also met with Jay Conroy of Conroy Excavating on June 8th to discuss various town projects, and he expressed grave concerns over open cutting between the ponds. Jay agreed with my concerns over a possible pond breach and outlined the precautions he would take if he was performing the work. This added to my concerns that Taylor Excavating might not be prepared to take on the project. Lowering the South Pond Lowering the south pond was always assumed for an open cut for the sewer line, but it is apparent that staff did not fully investigate how to go about doing this. After the departure of Adam Cwiklin and Russell Pennington, I began discussions with Winter Park Ranch Water and Sanitation District to determine how to lower the south pond. WPR was open to lowering the pond but asked that I contact the state for approvals. I reached out to Neal Misbach with DNR and Sue Avre, the District 51 Water commissioner. I also discussed the proposal with Chris Thorne, Fraser’s Water Attorney. Lowering the south pond is a complicated matter because it impacts both Fraser’s and Winter Park Ranch’s water augmentation rights, which in turn impacts downstream water users with senior water rights. Additionally, augmentation releases would require an administrative release with the state and, if that failed, a more complicated and time-consuming process to petition the Water Court. Chris Thorne confirmed that the Town could release water from our storage rights in CG#1 Pond 2, but refilling could only occur during free river, which happens in spring before there are calls on the river. This negatively impacts a 2022 construction schedule because it would leave Fraser with insufficient augmentation water for an extended period. SOLUTIONS: The Town received a grant extension from DOLA to December, 2024. This lessens the urgency and allows the Town to reconsider the following aspects of the project: a.Bathroom delivery: The bathroom delivery does not require completion of the water and sewer service line infrastructure. All that is required is to complete the foundation, and I have verbal confirmation from Conroy Excavating that they will complete the foundation for the Town prior to delivery. The foundation can be constructed with utilities stubbed out to be later connected to water and sewer service. Conroy also confirmed that they will commit to install the water and sewer infrastructure this fall if an alternative route for the sewer line is identified. b.Sewer line route: In 2018, Bowman Consulting proposed 5 options for routing the water and sewer service lines, and only one of those options routed the sewer between the ponds. Winter Park Ranch has existing water and sewer service at the SE corner of the Safeway parking lot. Connecting to this service would reduce the total length of the water line construction by half, and only increase the sewer line by an additional 10 feet. This route would also eliminate the need (and risk) of an open cut between the ponds and eliminate the need for an administrative release of augmentation water. The route Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com would also preserve the park features the Town installed between the ponds in 2018, which was partially funded by a $65,000 GOCO grant. FINANCIAL CONSIDERATIONS: Original Budget (2021) Energy/Mineral impact Fund Grant $299,900 Matching Town Funds (CROS)$299,900 Total $599,800 Updated cost estimate: Bathroom $229,625 Infrastructure Construction $250,000 Total $479,625 If construction proceeds as currently planned, Fraser would have $120,000 to pay for incidental costs such as crane rental, landscape restoration, electrical service, and construction management. Changing the route of the sewer (and possibly water) service line installation reduces the risk but will include additional engineering costs. Element Engineering is preparing a cost estimate of the proposed change order. We can also expect a modest increase to the construction costs since the new route will require cutting the asphalt in the parking lot behind and to the east of the Marketplace building next to Safeway. However, I expect the engineering cost of a change order will be marginal, and the 2018 Bowman Consulting memo indicated the estimated construction cost increase of routing water and sewer to the Safeway parking lot to be only $30,000 higher than routing between the ponds. These moderate increases are preferable to the risk of an open cut. Manager’s Observation and Conclusion: My priorities for the bathroom project are as follows: Meet the objective identified in the Fraser River Corridor Master Plan Reduce risk to the town for this and any other capital project Keep costs within budget Complete the project before the December 2024 grant deadline The risk of an open cut between the ponds is substantial. With the grant extension, the Town can regroup and seek an alternate route. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com At this point it is not possible to fully calculate the cost increase for changing the water and sewer route, but I expect the increase to be marginal. If the Town encounters increases above the proposed budget, I recommend using the remaining funds budgeted for the $1.3M combo project to cover the additional costs; however, the Town would still preserve sufficient funds for the Byers Ave. Water Main replacement. All remaining projects on the combo bid will be rescheduled for 2023. Selecting a new route also allows the Town to negotiate construction with Conroy Excavating. The Town has used Conroy several times in the past, and I have greater assurance that Conroy has the financial backing and experience to complete the project. It is my opinion that the Town should continue to investigate an alternative route for the water and sewer infrastructure. Element Engineering assures me that a change to the construction plans would be completed in late July. The foundation work will be completed before the bathroom delivery, and we can take delivery even if we encounter delays in water and sewer infrastructure construction. Vt United States Pos Seryice ser ni M to s High Cint'Iri " Autumn Vas 4 ay 9�tt�i�r1� r tef,Park West ter:u„aepartmen Grand Learning Ce GRAND COUNTY COMMUNITY DEVELOPMENT BUILDING PERMIT DATA YTD BUILDING PERMIT INFORMATION – MAY 31, 2022 PERMITS READY TO BE ISSUED 2022 2021 2020 SFD BUILDING PERMITS 20 16 8 OTHER BUILDING PERMITS 52 41 10 SEPTIC PERMITS 15 7 3 PLANS TO BE CHECKED SFD BUILDING PERMITS 25 20 7 BUILDING PERMITS 21 18 19 SEPTIC PERMITS 6 8 8 TOTAL INSPECTIONS FOR MONTH 481 DAILY AVERAGE 23 TOTAL MILEAGE FOR MONTH 5488 DAILY AVERAGE 261 2022 2021 2020 SFD 54 97 21 2 FAMILY 0 0 1 3-4 FAMILY 0 0 0 5 OR MORE 1 2 1 ALL OTHER 204 299 170 TOTAL BUILDING PERMITS 259 398 193 TOTAL SEPTIC PERMITS 44 52 18 TOTAL MOBILE PERMITS 0 1 1 TOTAL DEMOLITION PERMITS 3 1 7 TOTAL BUILDING PERMIT FEES COLLECTED $379,804.39 $616,747.25 $213,927.77 TOTAL VALUATION OF PROJECTS $34,413,478 $60,861,433 $18,002,852 GRAND LAKE USE TAX & AFFORDABLE HOUSING FEES MARCH 2022 GL USE TAX GL AFH 3/8/2022 B21-0004GL VEIT, QUENTIN - PLAN CHANGE $89.00 3/14/2022 B22-0058GL KIRKS MOUNTAIN ADVENTURES, LLC 612 GRAND AVE $3,060.90 3/15/2022 B22-0059GL WILSON GL PROPERTIES LLC 2040 GRAND AVE $2,050.00 3/18/2022 B22-0064GL H W STEWART, INC 909 GRAND AVE WAIVED 3/24/2022 B22-0072GL RICHMOND, SHELLEY 1020 GRAND AVE WAIVED 3/24/2022 B22-0073GL BRALEY, FAWN M CALVIN & KATRINA CALVIN 725 GRAND AVE WAIVED 3/24/2022 B22-0074GL GRAND CHAMPIONS RE, LLC 1120 GRAND AVE WAIVED 3/29/2022 B22-0099GL TALLAQUA SQUARE LLC 1028 GRAND AVE WAIVED TOTAL:$5,199.90 DATE PERMIT #APP#OWNER LOT BLOCK SCHEDULE #SUBDIVISION SEC TOWN RANGE PHYSICAL ADDRESS PROJECT MAILING ADDRESS CITY ST ZIP CONTRACTOR VALUATION PERMIT FEE GL USE TAX GL AF H VALUATION 1/4/2022 B22-0001 PRATT, TED R308586 METES & BOUNDS 32 2N 76W 1204 GCR 60 INSTALL GAS LINE & FURNACEPO BOX 2045 GRANBY CO 80446 ORAN AIR LLC $5,200.00 $181.50 1/7/2022 B22-0002 NELSON, MELINDA 22 D R000850 OLD PARK FILING 4 664 GCR 193 REROOF PO BOX 779 GRAND LAKE CO 80447 THE ROOFING COMPANY $12,000.00 $320.10 1/10/2022 B22-0003 NUDGE, BRITTANY 48 1 R040752 WINTER PARK RANCH 3RD FLG 319 GCR 831 ROOF MOUNT SOLAR SYSTEM891 14TH ST UNIT 1709 DENVER CO 80202 ACTIVE ENERGIES SOLAR $5,000.00 $158.40 1/11/2022 B22-0004GL LAVARNWAY, WILLIAM B R146302 SOL-DALE CONDOS 203 MARINA DR WINDOWS 2614 S INGALLS CT LAKEWOOD CO 80227 RENEWAL BY ANDERSON $2,634.00 $112.20 $ 65.85 1/11/2022 B22-0005 SHAFER, MARIAN 11 10 R018050 BLUE VALLEY ACRES UNIT 2 217 CR 100 WINDOWS 217 CR 100 SILVERTHORNE CO 80498 RENEWAL BY ANDERSON $3,687.00 $135.30 1/11/2022 B22-0006 PECK, GEORGE 8A 4 R165362 PINE BEACH 309 CR 465 WINDOWS P O BOX 1021 GRAND LAKE CO 80447 RENEWAL BY ANDERSON $13,068.00 $366.30 1/11/2022 B22-0007 NEDELE, CARRIE 19, 20 1 R123190 ALPINE ACRES 249 CR 521 WINDOWS P O BOX 704 FRASER CO 80442 RENEWAL BY ANDERSON $23,634.00 $597.30 1/11/2022 B22-0008 CHRISTOPHER, ANTHONY 52 1 R121920 ALPINE ACRES 15 CR 5211 RETAINING WALL P O BOX 435 TABERNASH CO 80478 OWNER $5,000.00 $158.40 1/13/2022 B22-0009 GERICH, MARK E & LO, KAREN K 15 1 R075030 SUNSET RIDGE FILING 1 437 GCR 8307 INSTALL BOILER 1221 SAINT PAUL ST DENVER CO 80206 GRAND LAKE PLUMBING $6,542.31 $204.60 1/14/2022 B22-0010 MEYER, THE NK TRUST 19 R073705 SUNSET RIDGE EST SUB EX 5&6 1000 GCR 8304 INTERIOR REMODEL & INSTALL GAS FIREPLACEPO BOX 1632 WINTER PARK CO 80482 OWNER $60,000.00 $1,152.53 1/18/2022 B22-0011 HYDRUSKO, THOMAS 11-12 R072250 EJ VULGAMOTTS 2ND ADDITION 143 CR 526 ROOF MOUNT SOLAR SYSTEMP O BOX 746 TABERNASH CO 80478 SIMPLY EFFICIENT $11,483.00 $320.10 1/19/2022 B22-0012 ARNOLD, BENJAMIN 9 5 R104810 SCANLOCH 660 CRF 4051 ROOF MOUNT SOLAR SYSTEMP O BOX 1932 GRANBY CO 80446 FREEDOM FOREVER $11,693.00 $320.10 1/24/2022 B22-0013 BRINKER, BARBARA 11 BLOCK R014980 OLD PARK FILING 3 338 GCR 1901 DETACHED GARAGE 923 E JUSTIN DR SIOUX FALLS SD 57108 OWNER $42,633.00 $920.37 1/26/2022 B22-0014 BAILEY, JAMES D 11 2 R073390 SUNSET RIDGE FILING 1 142 GCR 8301 REROOF PO BOX 274 TABERNASH CO 80478 PJ ROOFING LLC $33,500.00 $770.39 1/26/2022 B22-0015 DAVIS, JAMES COLIN 18 R114018 HOMESTEAD HILLS SUB FLG 3 2335 GCR 54 REROOF 2609 MONT CLAIR DR FLOWER MOUNDTX 75022 PJ ROOFING LLC $30,450.00 $720.39 1/26/2022 B22-0016 KEELAN, DANIEL 17 R071940 JUNCTION RANCH SUBDIVISION 409 GCR 842 REROOF PO BOX 447 TABERNASH CO 80478 PJ ROOFING LLC $14,450.00 $389.40 1/27/2022 B22-0017 KEY, CHRISTOPHER 37 R209137 POLE CREEK VALLEY SUBDIVISION 178 GCR 5141 SFD PO BOX 837 FRASER CO 80442 OWNER $446,256.80 $4,534.53 $446,256.80 1/27/2022 B22-0018 WACHUTA, TIMOTHY J & CAROLYN 5 4 R017210 BLUE VALLEY ACRES UNIT 2 112 GCR 1014 REROOF 1211 S FOOTHILL DR LAKEWOOD CO 80228 POWER POINTS LLC $8,400.00 $250.80 1/28/2022 B22-0019 GREEN COLLIN BENJAMIN & GREEN JULIA ANNE1 2 R017020 BLUE VALLEY ACRES UNIT 2 323 GCR 1015 REMODEL 323 COUNTY ROAD 1015 SILVERTHORNE CO 80498 OWNER $24,016.00 $620.40 1/28/2022 B22-0020 MUWANGA, B SOLOMON 4A 1 R051207 WATERSIDE SUBD 904 WAPITI DR 4A REMODEL 4087 S QUEBEC ST DENVER CO 80237 OWNER $5,500.00 $181.50 1/31/2022 B22-0021 HERALD JOSHUA JAMES & MEGAN MARIE6 5 R161460 RIVERACRES 2ND ADD MTN MDWS 346 GCR 4624 ADD MASTER BATH 15975 W 71ST PL ARVADA CO 80007 OWNER $8,240.00 $250.80 1/31/2022 B22-0022 GINGER MOUNTAIN RENTAL, LLC 4 R301250 SHORES OF SHADOW MOUNTAIN 720 GCR 66 BOILER REPLACEMENTS (2)430 COMMACK RD DEER PARK NY 11729 GRAND LAKE PLUMBING $1,821.90 $89.10 BUILDING PERMIT LIST - 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SUITE 600DENVER CO 80206GRAND CONSTRUCTION ASSOCIATES $38,269.08 $853.71 WAIVED 2/15/2022 B22-0034GL 21-1260 ZIEFF, MARTIN JAY 4 11 R145120 GRAND LAKE 918 GRAND AVE COMMERCIAL - PORCH COVERING EXISTING BOARDWALK; REPLACE WINDOW & DOORSPO BOX 2014 GRAND LAKE CO 80447GRAND CONSTRUCTION ASSOCIATES $11,579.20 $320.10 WAIVED 2/16/2022 B22-0035 22-54 EGGERS, DONALD 12 2 R003720 BLUE VALLEY ACRES 286 GCR 1001 REROOF PO BOX 183 KREMMLING CO 80459 OWNER $20,000.00 $504.90 2/17/2022 B22-0036 21-1240 NELSON, MELINDA M 22 D R000850 OLD PARK FILING 4 664 GCR 193 COMPLETION OF EXISTING SFD w/ EXPIRED PERMITPO BOX 779 GRAND LAKE CO 80447 OWNER $246,644.32 $2,531.43 2/22/2022 B22-0037 22-39 MILLER, LORI ANN AHERN 18 2 R178030 SHOREWOOD SUBDIVISION 82 GCR 4661 INTERIOR REMODEL PO BOX 981 GRAND LAKE CO 80447INNOVATION FLOORING AND REMODEL$22,814.40 $574.20 2/22/2022 B22-0038GL 22-46 STEPHENS, JAMES 7 3 R143480 SUNNYSIDE ADDITION TO GRAND LAKE BLK3 517 N INLET RD INTERIOR REMODEL PO BOX 2023 GRAND LAKE CO 80447 HIGHLAND BUILDERS $60,000.00 $1,152.53 $1,500.00 2/22/2022 B22-0039HSS 21-990 LISENBY, JESSE 12-15 4 R311634 HIMEBAUGHS 1ST ADDN TO HSS 640 E SUMNER AVE SFD PO BOX 65 KREMMLING CO 80459 OWNER $290,260.70 $3,314.36 $290,260.70 2/23/2022 B22-0040 22-71 VEENSTRA, MITCH 62 R115971 WINTER PARK HIGHLANDS GREENRIDGE 802 GCR 855 DECK ADDITION PO BOX 581 TABERNASH CO 80478 OWNER $10,827.20 $180.00 2/25/2022 B22-0041GL 22-64 BARTON, TONY 9 8 R143590 GRAND LAKE ESTATES 1ST FLG 321 ELK LN WINDOW REPLACEMENTS 2110 BELL CT LAKEWOOD CO 80215 OWNER $7,633.17 $227.70 $381.66 2/28/2022 B22-0042 21-1068 SHAFFER, MARK 48 16 R133220 INNSBRUCK-VAL MORITZ 794 GCR 899 SFD 17528 W 62ND PL ARVADA CO 80403 OGNOTZ HOME DESIGN $341,096.08 $3,650.96 $341,096.08 2/28/2022 B22-0043GL 22-84 GRAND SPIRIT, LLC 10-12 R147161 LEATHERWOOD INN BY THE LAKE 1005 LAKE AVE DOOR REPLACEMENTS PO BOX 1071 GRAND LAKE CO 80447GRAND CONSTRUCTION ASSOCIATES $8,000.00 $227.70 2/28/2022 B22-0044GL 22-83 GRAND SPIRIT LLC 13-14 R147162 LEATHERWOOD INN BY THE LAKE 1007 LAKE AVE DOOR REPLACEMENTS PO BOX 1071 GRAND LAKE CO 80447GRAND CONSTRUCTION ASSOCIATES $5,000.00 $158.40 BUILDING PERMIT LIST - FEBRUARY 2022 DATE PERMIT #APP #OWNER LOT BLOCK SCHEDULE #SUBDIVISION SEC TOWN RANGE PHYSICAL ADDRESS PROJECT MAILING ADDRESS CONTRACTOR VALUATION PERMIT FEE GL USE TAX GL AF H SFD VALUATION MULTI-FAMILY VALUATION 03/01/22 B22-0045 22-56 SILVERMAN LESLIE L LIVING TRUST 06-12-2018A R028725 SHEEP MOUNTAIN ESTATES 321 GCR 5221 SFD / SEPTIC 607 N. CEDAR BROOK RD.BOULDER CO 80304 CHILLCOOTS CONSTRUCTION LLC$637,113.88 $5,948.25 $637,113.88 03/02/22 B22-0046 22-58 KELLY, THE FAMILY TRUST 11B 1 R051223 WATERSIDE SUBDIVISION 904 WAPITI DR #11B REMOVE AND REPLACE DECKS3287 OURAY ST BOULDER CO 80301 OWNER $9,380.00 $273.90 03/02/22 B22-0047 22-57 SHAW, KELSEY & DAVID 11A 1 R051222 WATERSIDE SUBDIVISION 904 WAPITI DR #11A REMOVE AND REPLACE DECKS3565 W. 11TH DRIVE UNIT AWESTMINSTER CO 80031 OWNER $9,380.00 $273.90 03/03/22 B22-0048 22-42  SJ HOLDINGS, LLC & KDJ HOLDINGS, LLC8 7 R072370 TABERNASH 67 GCR 524 COMMERCIAL MIXED US ADDITIONPO BOX 434 TABERNASH CO 80478 MOUNTAIN TOP BUILDERS, INC.$142,414.72 $1,976.37 03/04/22 B22-0049 22-90 BERKERY, MICHAEL P & GAIL E C 30 R073723 SUNSET RIDGE EST SUB EX 8&9 1791 GCR 8304 REROOF 4200 W 17TH AVE UNIT 907DENVER CO 80204 ROCKIES ROOFING $28,000.00 $670.40 03/04/22 B22-0050 22-73 LANDEROS JAIRO & BISI LAURA 10 R168761 LEO & MYRTLES PARK UNREC SUB 139 GCR 4403 FURNACE REPLACEMENT 823 TIMOTHY DR LONGMONT CO 80503 GRAND LAKE PLUMBING $2,249.76 $112.20 03/04/22 B22-0051 22-79 WILLIAMS, STEVEN C & SARAH STARKE17 R302824 SPRUCE RIDGE TOWNHOMES AT WP RANCH 710 GCR 834 #17 BOILER REPLACEMENT 7120 LOOMIS HILLS RD LOOMIS CA 95650 GRAND LAKE PLUMBING $19,012.82 $504.90 03/04/22 B22-0052 22-77 LAMONT, JOSEPH J & SARAH W R300365 LAKEVIEW AT WATERSIDE WEST CONDOMINIUMS 37 GCR 8040N #C-108 BOILER REPLACEMENT 12159 W PARKHILL PL LITTLETON CO 80127 GRAND LAKE PLUMBING $8,149.26 $250.80 03/04/22 B22-0053 22-66 SOMERS, MAXWELL ARIZIN R302856 LAKEVIEW AT WATERSIDE WEST CONDOMINIUMS 233 GCR 8040 #E-108 TANKLESS WATER HEATER 2777 W 40TH AVE DENVER CO 80211 GRAND LAKE PLUMBING $9,745.17 $273.90 03/04/22 B22-0054 22-78 ORT, JULIE 83 R120020 WINTER PARK HIGHLANDS GREENRIDGE 228 GCR 8541 BOILER REPLACEMENT 2402 TERRARIDGE DR HIGHLANDS RANCHCO 80126 GRAND LAKE PLUMBING $4,678.24 $158.40 03/04/22 B22-0055 22-76 GLASS, WALTER L 3 3 R114166 HOMESTEAD HILLS SUB FLG 2 1761 GCR 54 BOILER REPLACEMENT PO BOX 802 TABERNASH CO 80478 GRAND LAKE PLUMBING $12,817.71 $343.20 03/04/22 B22-0056 22-67 ACEVEDO, VICTOR 3 1 R171050 LOFTY PINES SUBDIVISION 149 GCR 443 ADDITION TO SFD PO BOX 1822 GRANBY CO 80446 OWNER $123,723.36 $1,916.49 03/14/22 B22-0057 22-53 SORICE, SALVATORE G 4-44 R076247 FAIRWAYS AT POLE CREEK PH 4 2210 GCR 519 SFD / SEPTIC PO BOX 808 TABERNASH CO 80478 SORICE CONSTRUCTION LLC$757,312.06 $6,789.75 $757,312.06 03/14/22 B22-0058GL 22-63 KIRKS MOUNTAIN ADVENTURES, LLC 5-8 20 R146260 GRAND LAKE 612 GRAND AVE DETACHED GARAGE PO BOX 1805 GRAND LAKE CO 80447 MORTON BUILDINGS, INC.$39,790.80 $870.38 $3,060.90 03/15/22 B22-0059GL 21-1186 WILSON GL PROPERTIES LLC 73 R308411 SUNNYSIDE ADDITION TO GRAND LAKE BLK3 2040 GRAND AVE INTERIOR REMODEL 44 ALVARADO RD BERKLEY CA 94705 BLUE STAR CONSTRUCTION LLC$82,000.00 $1,406.63 $2,050.00 03/16/22 B22-0060 22-105 BALFANZ, SCOTT 6 1 R170880 LAKESHORE ADDITION TO SHOREWOOD 13734 US HWY 34 GAS LINE 17496 W. 69TH AVE ARVADA CO 80007 GRAND LAKE PLUMBING $1,388.00 $89.10 03/16/22 B22-0061 22-104 SEVERSON, BONNIE LEE SUCCESSOR TRUSTEE10 1 R161380 VILLA HARBOR SUBDIVISION 228 GCR 691 FURNACE REPLACEMENT PO BOX 422 GRAND LAKE CO 80447 GRAND LAKE PLUMBING $4,387.84 $1,587.40 03/17/22 B22-0062 22-80 HELMICKI, JERRY R016210 METES & BOUNDS 181N 78W 447 GCR 3 STORAGE SHED PO POX N PARSHALL CO 80468 TUFF SHED, INC $10,105.60 $297.00 03/18/22 B22-0063HSS 22-24 SCHELLINGER, THOMAS 5 10 R198653 HOT SULPHUR SPRINGS 314 NEVAVA CONVERT EXISTING GARAGE TO LIVING SPACE AND ADD NEW GARAGEPO BOX 138 HOT SULPHUR SPRINGSCO 80451 OWNER $61,927.00 $1,175.63 03/18/22 B22-0064GL 22-91 H W STEWART, INC 11 10 R147390 GRAND LAKE 909 GRAND AVE NEW PORCH COVERING 529 S 31ST ST COLORADO SPRINGSCO 80904 GRAND CONSTRUCTION ASSOCIATES$11,684.60 $320.10 03/21/22 B22-0065 22-114 MIYAZAKI, DAVID 7 5 R073570 SUNSET RIDGE FILING 2 208 GCR 8307 POLE MOUNT SOLAR PO BOX 434 TABERNASH CO 80748 SOLAR BEAR HEATING, LLC$23,161.52 $500.00 03/22/22 B22-0066 22-111 VAN TRUMP, DEVON J & TAISHA G R098450 METES & BOUNDS 303N 76W 3335 GCR 41 ROOF MOUNT SOLAR 10954 W MARYLAND AVEDENVER CO 80232 ACTIVE ENERGIES SOLAR $30,099.00 $500.00 03/22/22 B22-0067 22-134 MCDAVID, DON R309571 METES & BOUNDS10 & 15 1S 75W 2737 GCR 83 FURNACE REPLACEMENT PO BOX 1191 TABERNASH CO 80478 ELITE HEAT LLC $4,656.51 $158.40 03/23/22 B22-0068 22-48 MOUNTAIN CHALET PROPERTY MANAGEMENT MULTIPLE BAVARIAN VILLAGE CONDO A 242 GCR 832 DECK REPLACEMENTS (3)PO BOX 869 WINTER PARK CO 80482 PLATTE CAPITAL PROJECTS$19,296.00 $504.90 03/23/22 B22-0069 22-49 MOUNTAIN CHALET PROPERTY MANAGEMENT MULTIPLE BAVARIAN VILLAGE CONDO B 242 GCR 832 DECK REPLACEMENTS (3)PO BOX 869 WINTER PARK CO 80482 PLATTE CAPITAL PROJECTS$22,029.60 $574.20 03/23/22 B22-0070 21-831 WIGGS, CHRISTOPHER & MELISSA SF9 R096825 OURAY RANCH PHASE I AMENDED 43 GCR 6203 SFD 14692 E OBERLIN PL AURORA CO 80014 OWNER $554,210.88 $5,366.21 $554,210.88 03/23/22 B22-0071 22-86 GRAY, AUSTIN RILEY 6 R305314 EMERALD VILLAGE 115 GCR 5191 SFD / SEPTIC 3200 W. COLFAX AVE DENVER CO 80204 CRETESCAPES, INC.$457,291.46 $4,627.10 $457,291.46 03/24/22 B22-0072GL 22-108 RICHMOND, SHELLEY 3 5 R143430 GRAND LAKE 1020 GRAND AVE REROOF PO BOX 74 GRAND LAKE CO 80447 GOLD ROOFING, INC $43,820.00 $937.04 WAIVED 03/24/22 B22-0073GL 22-107 BRALEY, FAWN M CALVIN & KATRINA CALVIN 16 18 R147060 GRAND LAKE 725 GRAND AVE REROOF PO BOX 344 GRAND LAKE CO 80447 GOLD ROOFING, INC $47,159.00 $1,003.70 WAIVED 03/24/22 B22-0074GL 22-143 GRAND CHAMPIONS RE, LLC 3,4 4 R144692 GRAND LAKE 1120 GRAND AVE COMMERCIAL FURNACE REPLACEMENTS (2)PO BOX 2102 GRAND LAKE CO 80447 GRAND CONSTRUCTION ASSOCIATES$18,800.00 $481.80 WAIVED 03/24/22 B22-0075 22-100 AGUILAR, ARTHUR P 19 15 R132570 INNSBRUCK-VAL MORITZ 63 GCR 898 INTERIOR REMODEL PO BOX 1941 GRANBY CO 80446 OWNER $110,593.68 $1,707.09 03/25/22 B22-0076 22-135 BURCH, ELIZABETH 87,88 5 R115380 ALPINE PARK SUBDIVISION 375 GCR 874 REPLACEMENT DOORS (1)PO BOX 526 TABERNASH CO 80478 RENEWAL BY ANDERSEN $13,181.00 $366.30 03/25/22 B22-0077 22-136 SHOEMAKER, MICHAEL D 52 R173610 LOFTY PINES UNREC SUB 244 GCR 445 REPLACEMENT WINDOWS & DOORSPSC 276 BOX 108 APO AP 96548 RENEWAL BY ANDERSEN $45,638.00 $970.37 03/25/22 B22-0078 22-137 BIEDERMAN, BRANDON 14 R170680 RANGE VIEW SUBDIVISION 120 GCR 490 REPLACEMENT WINDOWS & DOORSPO BOX 1152 GRAND LAKE CO 80447 RENEWAL BY ANDERSEN $41,500.00 $903.71 03/25/22 B22-0079 22-138 STAINBROOK, SANDRA 43 R167570 RANGE VIEW SUBDIVISION NO 2 538 GCR 496 REPLACEMENT WINDOWS PO BOX 1764 GRAND LAKE CO 80447 RENEWAL BY ANDERSEN $10,606.00 $297.00 03/25/22 B22-0080K 22-139 NORMAN, STEVEN 14-16 2 R021740 DIETRICH ADDITION TO KREMMLING 315 GRAND AVE REPLACEMENT WINDOWS PO BOX 2955 DILLON CO 80435 RENEWAL BY ANDERSEN $21,250.00 $551.10 03/25/22 B22-0081 22-140 STONE, NANCY 17 R181560 PINE GLADE SUBDIVISION 11921 US HWY 34 REPLACEMENT WINDOWS & DOORS18468 E COLUMBIA CIR AURORA CO 80013 RENEWAL BY ANDERSEN $15,036.00 $412.50 03/25/22 B22-0082K 22-141 LUTTRELL, BOBBY 5 8 R023650 KREMMLING COUNTRY ADDITION 306 20TH ST ENTRY DOOR REPLACEMENTPO BOX 621 KREMMLING CO 80459 RENEWAL BY ANDERSEN $7,255.00 $227.70 03/25/22 B22-0083 22-142 MATZEN, BRIAN 6 R009830 COPPER CREEK 3449 GCR 37 WINDOW REPLACEMENTS 3449 COUNTY ROAD 37 PARSHALL CO 80468 RENEWAL BY ANDERSEN $10,186.00 $297.00 03/25/22 B22-0084 22-128 SCHWERIN, LEWIS 25 1 R181130 HIGHLAND HEIGHTS FLG 1 SUB 29 GCR 6661 WINDOW REPLACEMENTS PO BOX 1439 GRAND LAKE CO 80447 RENEWAL BY ANDERSEN $13,574.00 $366.30 03/25/22 B22-0085 22-129 WHEATING, JULIE 21 R117530 HOMESTEAD HILLS SUB FLG 1 732 GCR 54 WINDOW REPLACEMENTS 9418 HARVARD DR HIGHLANDS RANCHCO 80130 RENEWAL BY ANDERSEN $11,529.00 $320.10 03/25/22 B22-0086 22-132 BERG, ROGER T 24 9 R154350 COLUMBINE LAKE 1132 GCR 494 WINDOW & PATIO DOOR REPLACEMENTS5315 PTARMIGAN LN BROOMFIELD CO 80020 RENEWAL BY ANDERSEN $19,641.00 $504.90 03/25/22 B22-0087 22-133 FAULKNER, BLAINE I & JULIE 17,18 2 R121540 ALPINE PARK SUBDIVISION 145 GCR 87 WINDOW REPLACEMENTS PO BOX 1433 GRANBY CO 80446 RENEWAL BY ANDERSEN $23,210.00 $597.30 03/25/22 B22-0088K 22-148 PARMENTER, PAMELA 7 1 R019540 KREMMLING COUNTRY ADDITION 1702 CENTRAL AVE WINDOW & PATIO DOOR REPLACEMENTSPO BOX 356 PARSHALL CO 80468 RENEWAL BY ANDERSEN $37,014.00 $837.05 03/25/22 B22-0089 22-149 GANDORA, DIANNE 11 R161360 ASPEN PINE ACRES SUB 193 GCR 492 WINDOW & PATIO DOOR REPLACEMENTS2435 S CODY CT LAKEWOOD CO 80227 RENEWAL BY ANDERSEN $68,094.00 $1,256.48 03/25/22 B22-0090 22-155 WOOD, MAUREEN R & GOMEZ, CARLOS A9 6 R073000 SUNSET RIDGE FILING 2 284 GCR 8304 BOILER & STORAGE TANK REPLACEMENT4392 WINONA CT DENVER CO 80212 ELITE HEAT LLC $14,855.70 $389.40 03/25/22 B22-0091K 22-156 VAN DEN EINDE AMY & CLIFTON ROBERT1 25 R024582 FIC ADDITION TO KREMMLING 804 RANGE AVE BOILER REPLACEMENT 41 JUNO TRL EVERGREEN CO 80439 ELITE HEAT LLC $8,474.60 $250.80 03/25/22 B22-0092 22-116 ECKER, JONATHAN & LIESLA S-47 R042750 WINTER PARK RANCH 5TH FLG 61 GCR 8500 FOUNDATION STABILIZATION3555 23RD ST BOULDER CO 80304 COMPLETE BASEMENT SYSTEMS$6,660.00 $204.60 03/28/22 B22-0093 22-110 PETERSON, RANDALL & LINDA 14 2 R174430 VILLA HARBOR SUBDIVISION 33 GCR 475 REROOF 19806 SUMMERSET WAYHOUSTON TX 77094 ROCKIES ROOFING $21,200.00 $551.10 03/28/22 B22-0094 22-106 SILVERTHORN MARK HAROLD & SILVERTHORN MARY SUZANNE876R154760 COLUMBINE LAKE 72 GCR 4981 REROOF PO BOX 568 GYPSUM CO 81637 ROCKIES ROOFING $12,750.00 $343.20 03/28/22 B22-0095 22-166  MCCANN, JAMES P & ROBIN D 1-48 R076048 FAIRWAYS AT POLE CREEK PH 1 & OPEN SPACE 360 GCR 512 REROOF 1075 ELK TRAIL CT ESTES PARK CO 80517 ROCKIES ROOFING $33,000.00 $753.72 03/28/22 B22-0096 22-95 STECKMAN, MARK 6 F R000630 OLD PARK FILING 5 1689 GCR 1933 DETACHED GARAGE PO BOX 1801 KREMMLING CO 80459 OWNER $22,737.60 $574.20 03/28/22 B22-0097 22-93 STERLING POINTE DEVELOPMENT LLC 1 R311956 STERLING POINTE AMENDED FINAL PLAT 421 GCR 840 - BLDG 16 MULTI FAMILY BLDG 826 SANTA FE DR DENVER CO 80204 BIG VALLEY CONSTRUCTION$810,171.66 $7,161.41 $810,171.66 03/29/22 B22-0098 22-101 MUWANGA, BRIAN SOLOMON & DANIELLE8 R305316 EMERALD VILLAGE 130 GCR 5191 SFD / SEPTIC 4087 S QUEBEC ST DENVER CO 80237 SNOW MOUNTAIN BUILDERS$300,353.56 $3,305.94 $300,353.56 03/29/22 B22-0099GL 22-168 TALLAQUA SQUARE LLC R145259 TALLAQUA SQUARE TOWNHOMES OPEN SPACE 1028 GRAND AVE REROOF 176 GRAND ST FL 2J NEW YORK NY 10013 GOLD ROOFING $58,378.00 $1,140.98 WAIVED 03/29/22 B22-0100 22-126 MATSON, ROBERT L & JUNE A 3 R108918 MATSON SUB EXEMPT 5104 HWY 125 BASEMENT FINISH PO BOX 1422 GRANBY CO 80446 RONDEAU CONSTRUCTION$66,404.24 $1,233.38 03/30/22 B22-0101 22-159 JOHNSTON, EVAN 1 5 R074200 SUNSET RIDGE FILING 2 191 GCR 8306 NEW GAS LINE - NG PO BOX 681 FRASER CO 80442 GRAND LAKE PLUMBING $2,445.10 $112.20 03/30/22 B22-0102 22-169 GAIER, ERIC 53 R045744 WINTER PARK RANCH 1ST FLG 1120 GCR 830 FURNACE REPLACEMENT 1824 47TH PL NW WASHINGTON DC 20007 GRAND LAKE PLUMBING $6,528.90 $204.60 03/30/22 B22-0103 22-170 SURANYI, JOHN B & COURTNEY J 22 R209730 SHEEP MOUNTAIN RIDGE ESTATES 147 GCR 51991 BOILER REPLACEMENT 921 COURTLAND PL HIGHLANDS RANCHCO 80126 GRAND LAKE PLUMBING $12,119.18 $343.20 03/30/22 B22-0104 22-120 CONNER, ELIZABETH CUNNINGHAM REVOCABEL TRUST48 R073100 ICE BOX ESTATES 1ST SUB 696 GCR 509 REROOF PO BOX 17443 GOLDEN CO 80402 THE ROOFING COMPANY $5,500.00 $181.50 03/31/22 B22-0105 22-173 THOMAS, RICHARD G S 79 R046710 WINTER PARK RANCH 5TH FLG 460 GCR 850 GAS LINE EXTENSION PO BOX 1139 FRASER CO 80442 OWNER $692.70 $89.10 03/31/22 B22-0106 21-1211 HARMON, LEVI A & JENNIFER L R164320  GUDGEL SUBDIVISION Tract: 30 765 GCR 4781 SFD PO BOX 991 GRAND LAKE CO 80447 OWNER $326,755.48 $3,524.73 $326,755.48 BUILDING PERMIT LIST - MARCH 2022 DATE PERMIT #APP #OWNER LOT BLOCK SCHEDULE #SUBDIVISION SEC TOWN RANGE PHYSICAL ADDRESS PROJECT MAILING ADDRESS CONTRACTOR VALUATION PERMIT FEE GL USE TAX GL AF H VALUATION 04/01/22 B22-0107GL 22-150 SPONSELLER, DENIS ELLISON TRUST 12-28-19832 1 R144730 GRAND LAKE ESTATES 1ST FLG 737 GRAND LAKE LN COVERT SHOP INTO MUD RM; CONVERT HOT TUB RM INTO SHOP7320 LOMA VISTA RD VENTURA CA 93003 DOCKS AND THINGS LLC $36,000.00 $ 803.72 $ 900.00 04/01/22 B22-0108GL 22-146 GRAND AVENUE PARTNERS, LLC 12 3 R145450 GRAND LAKE 1123 GRAND AVE REPLACE HVAC SYSTEM, REAR EXIT DOOR, & ADD BLOWN INSULATION/CEILINGPO BOX 622 GRAND LAKE CO 80447 GRAND CONSTRUCTION ASSOCIATES$28,000.00 $ 670.40 WAIVED 04/01/22 B22-0109 22-175  MERVICH, CHERYL 5 R107600 ANTLER RANCHETTES 87 GCR 4102 ROOF MOUNTED SOLAR 3515 RINGSBY CT APT 121DENVER CO 80216 FREEDOM FOREVER COLORADO, LLC$16,448.00 $ 435.60 04/04/22 B22-0110 22-115 BESPOKE VACATIONS LLC 4 TRACT 17 R165670 GUDGEL SUBDIVISION 397 GCR 48 WINDOW REPLACEMENTS (1)1617 S PENNSYLVANIA STDENVER CO 80210 OWNER $1,300.00 $ 89.10 04/04/22 B22-0111 22-65 WESTERN OPERATING CO 1 1 R098210 TRAIL MOUNTAIN RANCHETTES SUB 127 GCR 4115 SFD / SEPTIC - ETF REBUILD12 MEADOW LARK LITTLETON CO 80123 HODAPP CUSTOM HOMES, INC$472,389.42 $ 4,753.32 $472,389.42 04/04/22 B22-0112 22-99 ROBEY, SCOTT S & AMY 123 R122030 WINTER PARK HIGHLANDS UNT 1 1172 GCR 85 DETACHED GARAGE PO BOX 312 TABERNASH CO 80478 OWNER $63,317.90 $ 1,198.73 04/06/22 B22-0113K 22-96  ONEILL, THERESA 3-4 4 R023590 GORE CITY ADDITION TO KREMMLING 916 KINSEY AVE REROOF: METAL OVERLAY PO BOX 944 KREMLLING CO 80459 BLACK DIAMOND CONSTRUCTION$3,600.00 $ 135.30 04/06/22 B22-0114 22-113 FOSS, JAMES G 18 14 R131550 INNSBRUCK-VAL MORITZ 233 GCR 897 INTERIOR REMODEL PO BOX 4171 GRANBY CO 80446 OWNER $33,157.50 $ 770.39 04/06/22 B22-0115 21-1236 THOMPSON, BRUCE A & CLAUDETTE J R185010 METES & BOUNDS 22 3N 76W 1444 GCR 452 SFD / SEPTIC - ETF REBUILD431 CANDELARIA DR LOVELAND CO 80537 OWNER $204,193.62 $ 1,998.10 $204,193.62 04/06/22 B22-0116 22-160 LARSON, BEAU 21-22 R161040 SILVERTIPS SUBDIVISION 10152 US HWY 34 BASEMENT FINISH PO BOX 728 GRANBY CO 80446 OWNER $51,874.56 $ 1,060.13 04/07/22 B22-0117 22-152 PASILLAS, BONIFACIO C-3 M000590 RIVER RANCH VILLAGE MH PARK 1109 HWY 9 #C3 FURNACE REPLACEMENT PO BOX 63 KREMMLING CO 80459 NORTHWEST COLORADO COUNCIL OF GOVERNMENTS$2,500.00 $ 112.20 04/07/22 B22-0118 22-50 LANTERO MAUREEN E TRUST 06-10-2014 10A R311852 RANCHES AT DEVILS THUMB AMENDED LOTS 5A, 9A, 10A, 11A & 14A AMENDED FINAL PLAT 110 GCR 80320 SFD/ SEPTIC PO BOX 805 WINTER PARK CO 80482 OWNER $880,202.46 $ 7,652.29 $880,202.46 04/07/22 B22-0119K 22-167 WILLIAMSON, WILLLIAM E III & MARY JANE 9 5 R020040 KREMMLING COUNTRY ADDITION 209 19TH ST COVERT EXISTING GARAGE TO LIVING SPACEPO BOX 787 KREMMLING CO 80459 OWNER $19,558.50 $ 504.90 04/07/22 B22-0120 22-200 JOHNSON, DAVID A 26 R177620 PINE GLADE SUBDIVISION 11903 US HWY 34 REPLCAE GAS FITTING FOR GAS METERPO BOX 641 GRAND LAKE CO 80447 OWNER $200.00 $ 89.10 04/07/22 B22-0121 22-181 GAGNON, RONALD TIMOTHY & KARISSA MARIE1 2 R308831 TABERNASH EJ VULGAMOTTS #1 193 GCR 827 REROOF PO BOX 1703 WINTER PARK CO 80482 ROCKIES ROOFING $14,000.00 $ 366.30 04/08/22 B22-0122 22-97A DAYTON, KEITH C & SANDRA E 14 A R010930 OLD PARK FILING 2 2445 GCR 164 SFD / SEPTIC 388 MEADOW DR KREMMLING CO 80459 OWNER $392,007.20 $ 4,080.12 $392,007.20 04/08/22 B22-0123 22-163 BEHRER, BRUCE A JR 15 D R009460 OLD PARK FILING 4 1288 GCR 193 STORAGE BUILDING 1288 GCR 193 KREMMLING CO 80459 OWNER $36,948.60 $ 820.38 04/13/22 B22-0124 21-701 GILMORE, BONNER & BRANDA 47 R002560 RABBIT EARS VILLAGE SUB 555 GCR 286 SFD / SEPTIC 1148 SUNSET DR BROOMFIELD CO 80020 MARK HAMMER CONSTRUCTION LTD$454,682.16 $ 4,601.85 $454,682.16 04/13/22 B22-0125 21-1053 WIDDIFIELD, RONALD L & PATRICIA A 32 1 R203900 POLE CREEK MEADOWS 586 GCR 516 CONVERT GARAGE & ADD GARAGE ADDITION, DECK & MUD ROOMPO BOX 400 FRASER CO 80442 COLT CONSTRUCTION LLC$211,215.20 $ 2,557.01 04/13/22 B22-0126 22-70 NORTHERN COLORADO WATER CONSER DISTRICT R309901 METES & BOUNDS 9 2N 76W 725 GCR 40 COMMERCIAL - CANOPY OVER FLEET FUELING SYSTEM220 WATER AVE BERTHOUD CO 80513 CORE ENGINEERED SOLUTIONS, INC$22,106.00 $ 574.20 04/14/22 B22-0127 22-165 PRISELAC, JOSEPH & SHELLEY A R098646 HOOKS SUBDIVISION EXEMPTION 4314 GCR 41 SFD 12040 DANUBE ST COMMERCE CITYCO 80022 OWNER $374,489.72 $ 3,928.65 $374,489.72 04/14/22 B22-0128 21-1032 SCHALLERT, MARGARET 18 1 R082290 SUNSET RIDGE FILING 1 331 GCR 8307 REROOF PO BOX 1210 FRASER CO 80442 THE ROOFING COMPANY $12,000.00 $ 320.10 04/15/22 B22-0129 22-194 SAND, THE CALVIN N TRUST DTD 3/11/19 1A 1 R310741 LAKE FOREST 1ST ADD SUB 13 GCR 644 ADDITION TO SFD PO BOX 81 GRAND LAKE CO 80447 OWNER $17,291.52 $ 458.70 04/15/22 B22-0130 22-12 BON TEMPE INVESTMENTS LLC 8 R072240 TABERNASH EJ VULGAMOTTS #2 107 GCR 526 SHED 3760 SILVER PLUME LN BOULDER CO 80305 OWNER $11,495.12 $ 320.10 04/15/22 B22-0131 22-172 LINDSEY, DOROTHY 5 R041847 SPRUCE RIDGE TOWNHOMES AT WP RANCH 704 GCR 834 #5 INSULATION & DRYWALL REPLACEMENT581 FARMHOUSE WAY BRIGHTON CO 80601 ROCKY MOUNTAIN CAT $2,400.69 $ 112.20 04/15/22 B22-0132 22-11 BON TEMPE INVESTMENTS LLC 8 R072240 TABERNASH EJ VULGAMOTTS #2 107 GCR 526 SFD 3760 SILVER PLUME LN BOULDER CO 80305 OWNER $320,668.48 $ 3,474.24 $320,668.48 04/15/22 B22-0133 22-102 BASS, CARRIE 4 3 R043250 WINTER PARK RANCH 2ND FLG REPLAT 114 GCR 839 ADDITION & REMODEL OF EXISTING SFD2474 S GARFIELD ST DENVER CO 80210 ALTERNATIVE HOME BUILDING INC$516,760.26 $ 5,099.74 04/18/22 B22-0134 22-97 CLAGETT, JOHN D & KRISTINE J 36 R209236 VALLEY AT WINTER PARK 465 GCR 5194W SFD / SEPTIC 1811 DAYTON DR FORT COLLINS CO 80524 BISHOP BUILT CONSTRUCTION$434,945.51 $ 4,433.55 $434,945.51 04/18/22 B22-0135 22-124 WHITNEY, ROBERT GENE & SALLY P R186060 METES & BOUNDS 22 3N 76W 1481 GCR 452 SFD - ETF REBUILD 5615 WEEPING WAY FORT COLLINS CO 80606 ELK MOUNTAIN CONSTRUCTION$200,837.02 $ 1,964.44 $200,837.02 04/18/22 B22-0136 22-177 DIN ENTERPRISES, LLC 3 2 R303182 TABERNASH EJ VULGAMOTTS #1 197 GCR 827 SFD PO BOX 230 WINTER PARK CO 80482 DIN ENTERPRISES $224,234.48 $ 2,666.40 $224,234.48 04/19/22 B22-0137 22-178 SHALD, DANIEL 2-B R109754 SHALD SUBDIVISION EXEMPTION 2450 GCR 57 SFD / SEPTIC PO BOX 1687 GRANBY CO 80446 OWNER $234,518.40 $ 2,750.55 $234,518.40 04/19/22 B22-0138 22-164 OAKLEY, ELLIS 39, 52 1 R308426 LAKE FOREST 1ST ADD SUB 55 GCR 6480 INTERIOR REMODEL PO BOX 183 FRASER CO 80442 OWNER $6,484.32 $ 204.60 04/19/22 B22-0139 22-154 KEMP, LAWRENCE R310100 METES & BOUNDS 11 1N 78W 110 E ROOSEVELT AVE ROOF MOUNTED SOLAR PO BOX 102 HOT SULPHUR SPRINGSCO 80451 OWNER $7,500.00 $ 227.70 04/20/22 B22-0140 22-52 ADVENTURE CAPITAL LLC 3 R000350 GORE VIEW SUB EXEMPT 4275 GCR 22 POLE BARN 24 BRUSHWOOD CT DILLON CO 80435 OWNER $151,584.00 $ 2,052.11 04/20/22 B22-0141 21-1138 HANSBERRY, MARTIN 6 2 R074400 TABERNASH EJ VULGAMOTTS #1 285 GCR 827 SFD 18 MAUGUS AVE WELLESLEY MA 02481 OWNER $289,179.04 $ 3,213.38 $289,179.04 04/22/22 B22-0142 22-229 C LAZY U RANCH HOLDINGS LLC R096990 METES & BOUNDS 2 2N 77W 3640 HWY 125 REROOF PO BOX 379 GRANBY CO 80446 PJ ROOFING $45,500.00 $ 970.37 04/25/22 B22-0143 22-227 JANCZY JOHN ROBERT & JANCZY MARILYN 6 R177260 LAKERIDGE SUB FLG 1 18 GCR 4721 FURNACE INSTALL & NEW GAS LINE7465 S KENDALL BLVD LITTLETON CO 80128 HYDROTEK CORP $9,290.00 $ 273.90 04/25/22 B22-0144 22-226 ANCHORDOQUY, TOM & HANNAH B R159320 NEWBY SUBDIVISION EXEMPTION 1020 GCR 697 BOILER REPLACEMENT & PLUMBING REPAURS9210 W 11TH AVE LAKEWOOD CO 80215 HYDROTEK CORP $25,000.00 $ 620.40 04/25/22 B22-0145 22-109 LESHER, CHAD & HEAVEN 12 R209742 SHEEP MOUNTAIN RIDGE ESTATES 131 GCR 51992 REROOF 3781 WINDING OAKS LNFRISCO CO 75033 THE ROOFING COMPANY $31,400.00 $ 737.06 04/26/22 B22-0146 22-196 SIELSKI, ANDREW 1 R176160 STATE COLUMBINE SUBDIVISION 821 GCR 4914 ROOF MOUNT SOLAR PO BOX 380 GRANBY CO 80446 ACTIVE ENERGIES SOLAR $15,226.00 $ 412.50 04/26/22 B22-0147 22-242 SMITH, MARTIN 1 R096819 OURAY RANCH PHASE III SUBEX 622 GCR 620 ROOF MOUNT SOLAR PV - DETACHED GARAGEPO BOX 1424 GRANBY CO 80446 ACTIVE ENERGIES SOLAR $16,582.00 $ 435.60 04/26/22 B22-0148 22-103 MCCARTY, THOMAS P & JULIE T 8 7 R157290 COLUMBINE LAKE 117 GCR 4905 SFD - ETF REBUILD 15695 W 67TH PL ARVADA CO 80007 LJH LLC $262,413.56 $ 2,486.17 $262,413.56 04/27/22 B22-0149 22-175 BLACKWELL, ROBERT B R108061 BLACKWELL-MASON 880 E AGATE AVE COMMERCIAL OFFICE BUILDINGPO BOX 300 PINE CO 80470 WESTERN STATES SERVICES CORP$196,278.80 $ 2,430.78 04/28/22 B22-0150 22-122 TIMBERLINE MINISTRIES, INC R306522 METES & BOUNDS 22 1S 76W 675 GCR 5001 CONVERT 2ND FLOOR BARN TO APARTMENTPO BOX 3311 WINTER PARK CO 80482 TIMBERLINE LODGE $163,873.00 $ 2,153.09 04/28/22 B22-0151 22-225 REGER, THE 2013 BRADLEY E REVOCABLE TRUSTAA R303187 HIGH MOUNTAIN LODGE SUBEX 540 GCR 5001 FRONT & BACK DECK PO BOX 3311 WINTER PARK CO 80482 TIMBERLINE LODGE $11,845.60 $ 320.10 04/28/22 B22-0152GL 22-212 NIKOLAEV ADRIENNE REVOCABLE LIVING TRUST 08-17-2021R180740 Tract: G-1-B S: 5 T: 3N R: 75W .58AC SOUTH OF TUNNEL ROAD 816 WEST PORTAL ROADSFD 7278 S GRAY CT LITTLETON CO 80128 OWNER $369,447.42 $ 3,886.58 $ 7,875.00 2795.75 $369,447.42 04/28/22 B22-0153GL 22-211 NIKOLAEV NIKOLAY 2 R305918 STUARTS MINOR SUBDIVISION 808 WEST PORTAL ROADSFD 7278 S GRAY CT LITTLETON CO 80128 OWNER $376,255.46 $ 3,945.48 $ 7,875.00 2794.75 $376,255.46 04/28/22 B22-0154 21-1247 KOEHLAR, TROY & ANGELA 3 12 R153920 COLUMBINE LAKE 1384 GCR 494 WINDOW REPLACEMENTS (9)PO BOX 488 GRAND LAKE CO 80447 LEGACY BUILDING SPECIALTIES$13,729.00 $ 366.30 04/28/22 B22-0155 21-250 KUNZE ERIC 1 R310745 DETHMERS SUB EXEMPT 1118 GCR 4 BASEMENT FINISH 2495 SPRUCE MEADOWS DRBROOMFIELD CO 80023 OWNER $59,859.88 $ 1,152.53 04/29/22 B22-0156 22-201 KELLEY, KATE 26 2 R168550 LAKE FOREST 77 CR 6451 SFD 845 MILWAUKEE ST DENVER CO 80206 RLK MANAGEMENT $293,092.74 $ 3,247.04 $293,092.74 04/29/22 B22-0157 22-277 MCNISH, MICHAEL 27 3 R116820 GRAND VIEW HIGHLANDS 481 CR 851 REROOF 12158 W COAL MINE DRLITTLETON CO 80127 ROCKIES ROOFING $13,000.00 $ 343.20 04/29/22 B22-0158 22-68 MACMILLAN, BRIAN 24 37 R306439 COYOTE CREEK 1701 CR 514 SFD 142 S CLEVELAND AVE LOUISVILLE CO 80027 CHERRY CREEK BUILDERS$311,872.54 $ 3,398.51 $311,872.54 04/29/22 B22-0159 22-69 MACMILLAN, BRIAN 24 41 R306443 COYOTE CREEK 2101 CR 514 SFD 142 S CLEVELAND AVE LOUISVILLE CO 80027 CHERRY CREEK BUILDERS$367,473.14 $ 3,869.75 $367,473.14 04/29/22 B22-0160 22-85 HEARD, DEBRA & KENNON 4 7 R122810 VAL MORITZ VILLAGE 196 CR 8807 BUILDING PERMIT LIST - APRIL 2022 DATE PERMIT #APP #OWNER LOT BLOCK SCHEDULE #SUBDIVISION SEC TOWN RANGE PHYSICAL ADDRESS PROJECT MAILING ADDRESS CONTRACTOR VALUATION PERMIT FEE GL USE TAX GL AF H VALUATION 05/02/22 B22-0161 22-224 EVANS, JON 2-3 R137640 HIGH LONESOME TRAIL EST 5500 CR 8 SIDING REPLACEMENT 11300 AUTUMN RD EDMUND OK 73013COLORADO SIDING REPAIR $ 29,125.00 $ 703.73 05/02/22 B22-0162 22-252 DENVER, CITY & COUNTY R000121 23 1N 79W 1839 CR 3008 EXTERIOR RENOVATIONS 1600 W 12TH AVE DENVER CO 80204 OWNER $ 27,980.00 $ 670.40 05/02/22 B22-0163 22-119 YMCA OF THE ROCKIES R083916 292 CR 5362 COMMERCIAL DINING HALLP O BOX 169 WINTER PARK CO 80482BIG VALLEY CONSTRUCTION $ 1,892,892.66 $ 14,194.87 05/02/22 B22-0164 21-1022 THIEL, MADS R122910 22 1N 76 850 CR 8515 SFD / SEPTIC 10100 SIX PINES DR THE WOODLANDSTX 77380 OWNER $ 207,399.80 $ 2,523.35 $ 207,399.80 05/03/22 B22-0165 22-27 HANCK, JOHN & NANCY 11 3 R121750 GRAND VIEW HIGHLANDS FLG 1 582 CR 85 SIDING REPLACEMENT 305 W MAGNOLIA FT COLLINS CO 80521SCOTTISH HOME IMPROVEMENTS $ 13,893.60 $ 366.30 05/04/22 B22-0166 22-205 SAEWERT, JEFFREY & VICKIE 4 2 R097910 TRAIL MTN RANCHETTES 568 CR 4115 SFD / SEPTIC 1820 E MARINSBURG FIRE RDPALMYRA IN 47164WOLVERINE TRAIL CONST $ 333,859.16 $ 3,583.64 $ 333,859.16 05/05/22 B22-0167 22-174 HEMM, MICHAEL R311465 METES & BOUNDS 12 3N 76W 13225 US HWY 34 STEEL GARAGE P O BOX 1591 GRAND LAKE CO 80447 OWNER $ 34,106.40 $ 787.05 05/05/22 B22-0168 22-236 OSTWALD, DONALD & DONNA R173573 REILLY SUB EXEMPT 2088 CR 491 GARAGE - ETF REBUILD 7573 LUPINE CT ARVADA CO 80007BYRON MILLER CONSTRUCTION $ 80,844.80 $ 895.08 05/05/22 B22-0169 22-293 COLLINS, MICHAEL & KYLEE 5A 7 R171300 PINE BEACH 630 CR 465 REROOF 1236 PRESERVE CIR GOLDEN CO 80401WINTER PARK SNOW MANAGEMENT $ 16,000.00 $ 412.50 05/05/22 B22-0170 22-235 VARRA, PASQUALE 1 R101534 ROFF SUBD 771 CR 627 BATHROOM REMODEL; INSULATION & DRYWALL REPAIR8120 GAGE ST ERIE CO 80516ROCKY MTN CATASTROPHE $ 11,772.28 $ 320.10 05/05/22 B22-0171 22-179 TERRANOVA, TITUS N 11 1 R169270 RIVERACRES 2ND ADD MTN MDWS 793 GCR 462 INTERIOR REMODEL 5050 FOX ST SUITE A DENVER CO 80216AAARK TOTAL HOME SVS $ 10,000.00 $ 273.90 05/06/22 B22-0172 22-74 POLE CREEK FAMILY RANCH LLC 4 R081084 POLE CREEK PRESERVE 1215 GCR 5170 SFD / SEPTIC 405 SHADYCROFT DR LITTLETON CO 80120PG ARNOLD CONSTRUCTION $ 984,817.66 $ 8,381.59 $ 984,817.66 05/06/22 B22-0173 22-158 SAUNIER, RONALD ROBERT & LINDA KAY72 R015560 BIGHORN PARK FILING NO 1 3026 GCR 2415 SFD / SEPTIC 1514 E EASTER CIR CENTENNIAL CO 80122 OWNER $ 347,381.98 $ 3,701.45 $ 347,381.98 05/06/22 B22-0174GL 22-209 SHANNON ANN C TRUST 8 9 R311823 GRAND LAKE 900 MOUNTAIN AVE DECK 4531 REED ST WHEAT RIDGE CO 80033 OWNER $ 8,040.00 $ 250.80 $500.00 $74.75 05/06/22 B22-0175 22-287 CHURCH OF THE ETERNAL HILLS, INC 5 1 R203630 POLE CREEK MEADOWS 100 GCR 515 REROOF PO BOX 300 TABERNASH CO 80478ROCKIES ROOFING $ 131,000.00 $ 1,875.39 05/06/22 B22-0176 22-295 REICHERT, GEORGE H JR & VIRGINIA A 82 R121080 WINTER PARK HIGHLANDS GREENRIDGE 114 GCR 8541 REROOF 8005 S FRANKLIN CT CENTENNIAL CO 80122ROCKIES ROOFING $ 14,800.00 $ 389.40 05/06/22 B22-0177 22-307 HENDERSON, PHILIP  &  SUSAN 2 R028733 BREWER TRACTS M & B 1S 76 70195 US HWY 40 REROOF 13485 TRAVOIS TRL PARKER CO 80138ROCKIES ROOFING $ 22,200.00 $ 574.20 05/09/22 B22-0178 22-151 STREEDAIN, RICK 3 R080220 BATSON TRACTS UNRECORDED BLOCK 2 2395 GCR 841 SFD / SEPTIC 1273 W BUCKHORN RD LITTLETON CO 80127 OWNER $ 152,382.08 $ 2,447.52 $ 152,382.08 05/09/22 B22-0179K 22-180 ANDRADE, CHAD 1-3 29 R019170 FIC ADDITION TO KREMMLING 404 S RANGE AVE INTERIOR REMODEL PO BOX 1821 KREMMLING CO 80498 OWNER $ 20,000.00 $ 504.90 05/10/22 B22-0180 21-1262 PELTON, MICHAEL 33 R121830 WINTER PARK HIGHLANDS UNT 2 3159 GCR 85 REROOF 3277 SEDGWICK CIR LOVELAND CO 80538GREATER FRONT RANGE ROOFING $ 11,600.00 $ 320.10 05/10/22 B22-0181 21-1261 BOUCHARD, CHARLES 34 R120450 WINTER PARK HIGHLANDS UNT 2 3105 GCR 85 REROOF 2136 SEVEN LAKES DR LOVELAND CO 80538GREATER FRONT RANGE ROOFING $ 15,300.00 $ 412.50 05/10/22 B22-0182 22-183 BRUTON, SHAWN R309189 SUN VALLEY RANCH ESTATES AMD FINAL PLAT PH I,II,III PHASE III BEING 16.54 AC +/-1705 GCR 491 SFD - ETF REBUILD PO BOX 470 GRAND LAKE CO 80447HODAPP CUSTOM HOMES $ 411,646.66 $ 3,740.01 $ 411,646.66 05/11/22 B22-0183 22-186 GUETZ, BRENT & JAMIE 6 R311390 POLE CREEK PRESERVE 293 GCR 51781 STORAGE BUILDING 525 SPRING RANCH DR GOLDEN CO 80401 OWNER $ 84,476.50 $ 1,441.28 05/11/22 B22-0184 22-292 MOCHE, LENNART K & LAURA J R179380 METES & BOUNDS 25 4N 76W 255 GCR 492 REROOF 6035 E LONG PL CENTENNIAL CO 80112GOLD ROOFING, INC. $ 19,323.00 $ 504.90 05/11/22 B22-0185K 22-291 SKAUG, NORMAN 17 5 M015950 GORE CITY ADDITION TO KREMMLING 1011 CENTRAL AVE DECK PO BOX 1272 KREMMLING CO 80459 OWNER $ 5,360.00 $ 181.50 05/12/22 B22-0186 22-340 BORN, WILLI 11/12 16 R309169 INNSBRUCK-VAL MORITZ 72 GCR 896 WATER DAMAGE REPAIRS 736 ELM ST DENVER CO 80220 FAST PLUMBING $ 13,500.00 $ 366.30 05/12/22 B22-0187 22-341 DIXON, WILLIAM 9-13 5 &10 R016310 PARSHALL 375 GRAND ST REROOF PO BOX 329 PARSHALL CO 80468HASSLE FREE CONTRACTING, LLC $ 10,000.00 $ 273.90 05/12/22 B22-0188 22-331 DERKS, ERNEST VICTOR & JAN WAFFLE 26 3 R041562 WINTER PARK RANCH 3RD FLG 113 GCR 8350 REROOF PO BOX 895 FRASER CO 80442 THE ROOFING CO $ 15,800.00 $ 412.50 05/12/22 B22-0189 21-1174 YEAGER, ANSON 4 R085530 RESERVE AT ELKHORN RIDGE SUB_AMD FL PLT 218 GCR 8032 REROOF 600 SE SOUTHFORK DR WAUKEE IA 50263 THE ROOFING CO $ 22,000.00 $ 551.10 05/13/22 B22-0190 22-249 KILGALLEN, BLAIR 3 4 R070490 SUNSET RIDGE FILING 2 16 GCR 8306 DECK REPAIR PO BOX 3099 WINTER PARK CO 80482 NDC BUILDERS $ 13,000.00 $ 343.20 05/13/22 B22-0191 22-308 HALUSKA, FRANK 34 R085830 RESERVE AT ELKHORN RIDGE SUB_AMD FL PLT 166 GCR 8034 DECKS 1140 COLUMBINE ST APT 407DENVER CO 80206BASECAMP BUILDERS INC $ 36,930.40 $ 820.38 05/13/22 B22-0192 22-202 TOWNE, NATHAN G 57 R306543 GREAT DIVIDE HEAD LETTUCE COLONY 419 GCR 609 SFD / SEPTIC PO BOX 3456 WINTER PARK CO 80482 OWNER $ 405,984.84 $ 4,189.52 $ 405,984.84 05/13/22 B22-0193 22-332 CAUGHEY, GAYLE 10 R120003 WINTER PARK HIGHLANDS UNT 2 733 GCR 856 REROOF PO BOX 541 TABERNASH CO 80478 OWNER $ 7,000.00 $ 204.60 05/13/22 B22-0194 22-81 KORENY, ATTILA 4 1 R160220 WINDING RIVER VILLA SUB 120 GCR 4953 SFD - ETF REBUILD 11084 W 76TH PL ARVADA CO 80005 OWNER $ 387,865.38 $ 3,538.05 $ 387,865.38 05/13/22 B22-0195 22-189 GARTH, MATTHEW T 57 R172970 RANGE VIEW SUBDIVISION NO 2 98 GCR 499 SFD 67 CHERRY HILLS FARM DRCHERRY HILLS CO 80113BIGHORN BUILDING SERVICES $ 235,105.06 $ 2,758.97 $ 235,105.06 05/16/22 B22-0196 22-45 KRONCKE, KRISTEN 63 R005700 BIGHORN PARK FILING NO 1 1763 GCR 2416 POLE BARN 3438 ANTELOPE RIDGE TRLPARKER CO 80138 OWNER $ 16,168.96 $ 435.60 05/16/22 B22-0197 22-267 ROCKY MOUNTAIN GETAWAY III, LLC 6 R117810 WINTER PARK HIGHLANDS GREENRIDGE 1435 GCR 852 DECK REPLACEMENTS 972 GREENRIDGE LN CASTLE PINES CO 80108 OWNER $ 14,150.40 $ 389.40 05/16/22 B22-0198 22-268 PIERSON, ANNE 9 R106730 STILLWATER ESTATES SUB 398 GCR 410 ROOF MOUNTED SOLAR 5990 S DETROIT ST CENTENNIAL CO 80121ACTIVE ENERGIES SOLAR $ 27,312.00 $ 500.00 05/16/22 B22-0199 22-218 WEHMEYER, KYLE 52 R209352 STAGECOACH MEADOWS 2601 GCR 5 SHOP PO BOX 1617 FRASER CO 80442TWIN PEAKS CONTRACTING $ 64,107.40 $ 1,210.28 05/16/22 B22-0200 22-294 MORROW, RICHARD B R098571 CARLSON OUTRIGHT EXEMPTION Lot: B PARCEL B 4243 GCR 41 POLE BARN - ETF REBUIILDPO BOX 37 GRANBY CO 80446STEEL STRUCTURES AMERICA $ 56,844.00 $ 617.88 05/16/22 B22-0201 22-358 TANORI, ULISES A CUEN 11 M096220 ALTA VISTA PARK 68775 US HWY 40 #11 REROOF PO BOX 906 FRASER CO 80442 OWNER $ 10,406.00 $ 297.00 05/17/22 B22-0202 22-273 CURRY-JAHN, JILL 47 3 R155210 COLUMBINE LAKE 130 GCR 494 DECK 6968 HOYT CT ARVADA CO 80004RIDENHOUR RESTORATION, LLC $ 15,436.80 $ 412.50 05/17/22 B22-0203 22-206 KILTON ROBERT MATTHEW & KILTON KATHLENE ANN9 R209269 VALLEY AT WINTER PARK 270 GCR 5194W SFD / SEPTIC 4200 W 23RD AVE DENVER CO 80212BISHOP BUILT CONSTRUCTION $ 385,448.26 $ 4,021.22 $ 385,448.26 05/17/22 B22-0204 22-283 BOMBARD, DOUGLAS E & BARBARA L 10 R026550 TRAIL CREEK ESTATES SUB 48 GCR 412 SFD / SEPTIC - ETF REBUILD431 SOUTH JAY ST LAKEWOOD CO 80226DZ CONSTRUCTION LLC $ 291,677.84 $ 2,730.21 $ 291,677.84 05/17/22 B22-0205 22-343 OBRIEN SARAH & TUCHSCHERER JOHANNES6 R308098 WILDWOOD AT WINTER PARK RANCH 1134 GCR 8 #2 REROOF 1090 ITHACA DR BOULDER CO 80305ROCKIES ROOFING $ 28,000.00 $ 670.40 05/17/22 B22-0206 22-259 FRIA, ERIN & TRACEY 104 R209204 POLE CREEK VALLEY SUBDIVISION 28 GCR 5223N REROOF 301 INVERNESS WAY S UNIT 204ENGLEWOOD CO 80112ROCKIES ROOFING $ 18,300.00 $ 481.80 05/17/22 B22-0207 22-130 KRANICHFELD, WILLIAM R310600 HURD CREEK RANCH 245 GCR 8310 SFD / SEPTIC 9780 SW 60TH CT MIAMI FL 33156CUNNING CUSTOM BUILDERS $ 455,784.50 $ 4,610.27 $ 455,784.50 05/17/22 B22-0208 22-33 GEISEN, DAVID 3-7 R076135 FAIRWAYS AT POLE CREEK PH 3 122 GCR 5118 SFD / SEPTIC 7604 E 9TH AVE DENVER CO 80230 OWNER $ 596,133.12 $ 5,660.74 $ 596,133.12 05/17/22 B22-0209GL 22-362 FULENWIDER, L CALVIN TRUST 9, 10 3 R1476540 SUNNYSIDE ADDITION TO GRAND LAKE BLK3 530 N INLET RD REROOF 1125 17TH ST STE 2500 DENVER CO 80202 D & M ROOFING $ 34,600.00 $ 787.05 $865.00 05/17/22 B22-0210 22-192 MERROW, CHARLES S JR & COLLEEN A 5 2 R166177 WILDACRES 2ND AMEND 2ND FLG 853 GCR 464 FURNACE REPLACEMENT 5516 S GARRISON CT LITTLETON CO 80123GRAND LAKE PLUMBING $ 5,980.55 $ 181.50 05/17/22 B22-0211GL 22-203 WALSH, DAVID C & SUSAN E R148524 RIVERVIEW CONDO Unit: 4 190 RAPIDS LN #4 BOILER REPLACEMENT 115 PEASHWAY ST SOUTH BEND IN 46617GRAND LAKE PLUMBING $ 10,210.77 $ 297.00 $255.27 $2.00 05/17/22 B22-0212GL 22-344 HAMILTON, JON & FRUCHTL, CHRISTA HAMILTON19 9 R144660 GRAND LAKE ESTATES 1ST FLG 317 LAKESIDE DR BOILER REPLACEMENT 4515 ADDENBROOKE LOOPCASTLE ROCK CO 80109GRAND LAKE PLUMBING $ 19,371.21 $ 504.90 $484.28 05/17/22 B22-0213 22-204 HACKL, DAVID R112430 SOUTHFORK PH I&II SUB EX Tract: 6 260 GCR 4110 SFD - ETF REBUILD 15461 W 73RD PL ARVADA CO 80007SNOW MOUNTAIN BUILDERS INC $ 529,136.86 $ 4,690.90 $ 529,136.86 05/17/22 B22-0214 22-234 HACKL, DAVID R112430 SOUTHFORK PH I&II SUB EX Tract: 7 261 GCR 4110 DETACHED GARAGE - ETF REBUILD15462 W 73RD PL ARVADA CO 80007SNOW MOUNTAIN BUILDERS INC $ 32,022.12 $ 253.72 05/17/22 B22-0215 22-266 FROSETH, DEBRA 9,16 13 R100650 BUSSEY HILLS SUBDIVISION 247 GCR 6322 REROOF 9978 BOCA CIR PARKER CO 80134 PJ ROOFING LLC $ 4,950.00 $ 158.40 05/18/22 B22-0216GL 22-335 HEIECK, JENNIFER 2 BLDG A R304552 RAVENWOOD TOWN HOMES 508 RAVENWOOD CIR #A-2BOILER REPLACEMENT PO BOX 2073 GRAND LAKE CO 80447SOLAR BEAR HEATING LLC $ 7,369.63 $ 227.70 $184.24 05/18/22 B22-0217 22-199 MCKENNA, JOHN V JR & KATHLEEN A 14 R085630 RESERVE AT ELKHORN RIDGE SUB_AMD FL PLT 1077 GCR 8032 REMODEL MASTER BATH PO BOX 880 FRASER CO 80442 OWNER $ 18,000.00 $ 458.70 05/18/22 B22-0218 22-347 GREENWOOD, SHELDON 2 3 R163902 HILLSIDE ADDITION TO PINE BEACH 603 GCR 4634 REROOF PO BOX 988 GRANBY CO 80446ACEVEDOS ROOFING $ 29,542.00 $ 703.73 05/19/22 B22-0219 22-346 BLOOMFIELD, CELIA R048540 LOOKOUT VILLAGE CONDO Unit: 11 DESC: BLDG B 905 GCR 834 #B-11 DOOR REPLACEMENT 5830 DALTRY LN COLORADO SPRINGSCO 80906RENEWAL BY ANDERSEN $ 7,246.00 $ 227.70 05/19/22 B22-0220 22-263 CLINTON, AUDREY 14 9 R018270 BLUE VALLEY ACRES UNIT 2 247 GCR 101 REPLACEMENTS: WINDOWS & DOORSPO BOX 2203 FRISCO CO 80443RENEWAL BY ANDERSEN $ 47,712.00 $ 1,003.70 05/19/22 B22-0221 22-261 SMILEY, MARTHA E R-15 R204820 MOUNTAIN SHADOWS ESTATES PH1 61 GCR 6427 REPLACEMENT WINDOWS 5918 W COURTYARD DR STE 500AUSTIN TX 78730RENEWAL BY ANDERSEN $ 24,214.00 $ 620.40 05/19/22 B22-0222 22-264 BROWN, CHERYL 1 10 R017980 BLUE VALLEY ACRES UNIT 2 27 GCR 100 REPLACEMENT WINDOWS & DOORSPO BOX 494 KREMMLING CO 80459RENEWAL BY ANDERSEN $ 67,414.00 $ 1,244.93 05/19/22 B22-0223 22-265 CURLEY, RICHARD 89 8 R303029 COLUMBINE LAKE 78 GOLDENROD PL REPLACEMENT WINDOWS 9051 E 26TH AVE DENVER CO 80238RENEWAL BY ANDERSEN $ 17,647.00 $ 458.70 05/19/22 B22-0224 22-269 ROTTER, RICHARD 4,5 3 R303118 HILLSIDE ADDITION TO PINE BEACH 535 GCR 4634 REPLACEMENT WINDOWS PO BOX 195 GRAND LAKE CO 80447RENEWAL BY ANDERSEN $ 13,978.00 $ 366.30 05/19/22 B22-0225 22-270 WELCOME, EDWARD 17-18 R097930 TRIPLE H SUBDIVISION Lot: 17 - 18 SECOND FILING 444 GCR 620 REPLACEMENT WINDOWS 444 COUNTY ROAD 620 GRANBY CO 80446RENEWAL BY ANDERSEN $ 19,865.00 $ 504.90 BUILDING PERMIT LIST - MAY 2022 05/19/22 B22-0226 22-271 HARRIS, JENNIFER 11 R072640 FROSTY ACRES 37 GCR 807 REPLACEMENT WINDOWS & DOORSPO BOX 3002 WINTER PARK CO 80482RENEWAL BY ANDERSEN $ 87,396.00 $ 1,475.93 05/19/22 B22-0227GL 22-281 GRAND ESCAPE COTTAGES GROUP LLC4-7 2 R144830 SUNNYSIDE ADDITION TO GRAND LAKE 1204 GRAND AVE REPLACEMENT WINDOWS 850 W SOUTH BOULDER RD UNIT 100LOUISVILLE CO 80027RENEWAL BY ANDERSEN $ 20,103.00 $ 528.00 $502.58 05/19/22 B22-0228 22-318 MORALES, JOE 29-32, 45 R110770 GREAT DIVIDE HEAD LETTUCE COLONY 890 GCR 609 REPLACEMENT WINDOWS & DOORSPO BOX 364 GRANBY CO 80446RENEWAL BY ANDERSEN $ 26,389.00 $ 653.73 05/19/22 B22-0229 22-275 SWEENEY, WILLIAM A 1 2 R166173 WILDACRES 2ND AMEND 2ND FLG 987 GCR 464 DECK ROOF & EXTENSION 1650 PEREGRINE CT BROOMFIELD CO 80020 OWNER $ 12,532.60 $ 481.80 05/19/22 B22-0230 22-217 WEHMEYER, KYLE 52 R209352 STAGECOACH MEADOWS 2601 GCR 5 SFD / SEPTIC PO BOX 1617 FRASER CO 80442TWIN PEAKS CONTRACTING LLC $ 530,413.80 $ 5,197.91 $ 530,413.80 05/20/22 B22-0231 22-317 HODAPP, RANDY R309194 SUN VALLEY RANCH ESTATES AMD FINAL PLAT PH I,II,III Unit: 3 UNIT 3 PHASE I120 GCR 4933 SFD - ETF REBUILD 6 MACLEAN DR APT A LITTLETON CO 80123 OWNER $ 537,321.78 $ 4,747.00 $ 537,321.78 05/20/22 B22-0232 21-1255 STARCK, TIMOTHY J 24, 25 R176755 SUN VALLEY RANCH SUB 115 GCR 4911 SFD - ETF REBUILD 13829 E SARATOGA DR AURORA CO 80015RJ DESIGN HOMES $ 590,188.00 $ 5,118.66 $ 590,188.00 05/20/22 B22-0233 22-372 MILLER, JOHN G LIVINIG TRUST S-71 R038730 WINTER PARK RANCH 5TH FLG 378 GCR 8 REROOF 11368 NUCLA ST COMMERCE CITYCO 80022WINTER PARK SNOW MANAGEMENT, LLC $ 23,000.00 $ 574.20 05/20/22 B22-0234 22-345 CHASSE, FREDERIC 32 3 R046880 WINTER PARK RANCH 3RD FLG 526 GCR 835 REROOF 1645 S PITKIN AVE SUPERIOR CO 80027WINTER PARK SNOW MANAGEMENT, LLC $ 28,575.00 $ 687.06 05/20/22 B22-0235 22-238 ENDERS, GREGORY R100761 METES & BOUNDS 28 3N 76W 1875 GCR 42 SFD/SEPTIC- ETF REBUILD 8623 GRAND CYPRESS LNLONE TREE CO 80124BYRON MILLER CONSTRUCTION $ 142,049.36 $ 1,476.37 $ 142,049.36 05/20/22 B22-0236 22-239 ENDERS, GREGORY R100761 METES & BOUNDS 28 3N 76W 1875 GCR 42 GARAGE - ETF REBUILD 8624 GRAND CYPRESS LNLONE TREE CO 80124BYRON MILLER CONSTRUCTION $ 18,190.08 $ - 05/23/22 B22-0237K 22-131 BRYCE CANYON LLC 19-20 10 R023760 GORE CITY ADDITION TO KREMMLING 111 N 10TH ST COMMERCIAL WINDOW REPLACEMENTS305 CLIFF LINE RD GOLDEN CO 80403 OWNER $ 5,000.00 $ 158.40 05/23/22 B22-0238 22-89 ENGELMANN, KURT & WENDY 25 R160202 ASPEN PINE ACRES SUB 41 GCR 4920 SFD - ETF REBUILD 13885 GLENCOE ST THORNTON CO 80602COMPLETE CONSTRUCTION $ 295,190.96 $ 2,763.87 $ 295,190.96 05/23/22 B22-0239 22-216 DAYTON, KEITH C & SANDRA E 14 A R010930 OLD PARK FILING 2 2445 GCR 164 DETACHED GARAGE 388 MEADOW DR KREMMLING CO 80459 OWNER $ 29,558.88 $ 703.73 05/24/22 B22-0240 22-305 LAMAN, RANDA L R097822 LAMAN OUTRT EX & AMD FIN PLT TR#1 MATSON 520 GCR 408 SFD - ETF REBUILD PO BOX 1104 GRANBY CO 80446 OWNER $ 180,108.84 $ 1,796.14 $ 180,108.84 05/24/22 B22-0241 22-153 OCONNELL, CRAIG & LAURA 34 R309541 LEGACY PARK RANCH 276 GCR 6234B SFD / SEPTIC 218 COUNTY ROAD 4107GRANBY CO 80446MAY CONSTRUCTION INC $ 451,819.60 $ 4,576.61 $ 451,819.60 05/24/22 B22-0242 22-385 ROMINE, MICHEAL E 11 3 R126350 SILVERSAGE SUBDIVISION 175 GCR 8947 REROOF PO BOX 2382 GRANBY CO 80446ROCKIES ROOFING $ 20,000.00 $ 504.90 05/25/22 B22-0243 22-354 WRIGHT, DIANE M & MARK W 4 R098010 RIDGE ESTATES NO. 1 132 GCR 6234 GROUND MOUNT SOLAR PO BOX 2071 GRANBY CO 80446SOLAR BEAR HEATING LLC $ 31,502.77 $ 500.00 05/25/22 B22-0244K 22-339 SHEARER, WILLIAM E & MALVA J 6-7 3 R021830 GORE CITY ADDITION TO KREMMLING 909 KINSEY CT REROOF PO BOX 224 KREMMLING CO 80459 ROUNDTREE INC $ 9,000.00 $ 250.80 05/25/22 B22-0245K 22-338 SHEARER, MICHAEL E & RHONDA J 1 4 R021140 GRAND WEST SUBDIVISION, AMENDED 1117 BLUFF AVE REROOF PO BOX 82 KREMMLING CO 80459 ROUNDTREE INC $ 18,000.00 $ 458.70 05/25/22 B22-0246 22-197 GALLOWAY INC R009073 METES & BOUNDS 5875 CSH 9 REROOF PO BOX 1120 KREMMLING CO 80459 ROUNDTREE INC $ 205,000.00 $ 2,498.10 05/25/22 B22-0247 22-349 CLAEYS, RANDALL 32 R310685 VIEW SUBDIVISION NO 2 67 GCE 493 SFD - ETF REBUILD PO BOX 1903 GRAND LAKE CO 80447NEVER SUMMER CONSTRUCTION $ 255,969.60 $ 2,427.27 $ 255,969.60 05/25/22 B22-0248 22-75 HANSBERRY, MARTIN 6 2 R074400 TABERNASH EJ VULGAMOTTS #1 285 GCR 827 DETACHED GARAGE 200 BEACON ST FRAMINGTON MA 1701 OWNER $ 16,326.86 $ 435.60 05/25/22 B22-0249 22-176 TOWN OF WINTER PARK R301665 METES & BOUNDS 13 1S 76W 275 GCR 5103 COMMERCIAL TRANSIT FACILITY / SEPTICPO BOX 3327 WINTER PARK CO 80482SAUNDERS CONSTRUCTION LLC $ 2,610,484.65 $ 18,519.02 05/26/22 B22-0250 21-1036 KWIATKOWSKI, DAMIAN 48 21 R129160 INNSBRUCK-VAL MORITZ 237 GCR 895 SFD 5187 ALBION RD VENICE FL 34293LIFESTYLE CONSTRUCTION & MANAGEMENT LLC $ 413,372.36 $ 4,256.84 $ 413,372.36 05/26/22 B22-0251 22-356 SUBUDHI, ANDREW 25 R113580 WINTER PARK HIGHLANDS UNT 2 850 GCR 856 REROOF 6814 E EASTMAN AVE DENVER CO 80224HAMMERSMITH ROOFING $ 15,600.00 $ 412.50 05/26/22 B22-0252 22-411 HEIN, GARTH & BAKER, BETHANY 20 4 R038420 WINTER PARK RANCH 2ND FLG REPLAT 159 GCR 837 REROOF PO BOX 1036 WINTER PARK CO 80482ROCKIES ROOFING $ 19,200.00 $ 504.90 05/26/22 B22-0253 22-412 AGOSTIN, RICHARD C III & ELIZABETH B26 3 R120900 GRAND VIEW HIGHLANDS FLG 1 515 GCR 851 REROOF PO BOX 1478 FRASER CO 80442ROCKIES ROOFING $ 34,500.00 $ 787.05 05/26/22 B22-0254 22-410 ELICKER, DORIS B & PETER WILLIAM V 50 1 R041670 WINTER PARK RANCH 3RD FLG 403 GCR 831 REROOF PO BOX 850 FRASER CO 80442ROCKIES ROOFING $ 18,500.00 $ 481.80 05/27/22 B22-0255 22-397 BALDY PEAK INVESTMENTS LLC 18-21 5 R308771 SHOREWOOD SUBDIVISION 135 GCR 4692 REROOF 8099 E 32ND AVE DENVER CO 80238BEST ROOF ROOFING COMPANY $ 6,900.00 $ 204.60 05/27/22 B22-0256K 22-222 TOUCHAND GO LLC R026021 METES & BOUNDS 16 1N 80W 450 AIRPORT ROAD UNITS 19-26AIRPORT HANGAR 6514 SW 52ND TERRACEPALM CITY FL 34990DMJ GENERAL CONTRACTORS INC $ 701,105.40 $ 6,397.05 05/27/22 B22-0257 22-94 MOGORIT, DONALD 3 F R002030 OLD PARK FILING 2 217 GCR 1642 SFD 1138 CRESTWAY CT FORT COLLINS CO 80526 OWNER $ 237,267.06 $ 2,775.80 $ 237,267.06 05/27/22 B22-0258 22-351 DIPAOLO, GREG 14 R160660 WILLHITE SUBDIVISION 164 GCR 471 ADD PORCH 6462 UMBER CIR ARVADA CO 80007 OWNER $ 22,471.20 $ 574.20 05/31/22 B22-0259 22-244 HARDY, MATTHEW & CAITLIN 46 R209346 STAGECOACH MEADOWS 37 GCR 5171A SFD / SEPTIC 3425 CAYMAN PL BOULDER CO 80301STEFFEN BUILDERS WEST, INC. $ 479,103.20 $ 4,812.23 $ 479,103.20 $ 16,994,555.68 $9,837,427.76 DATE PERMIT #APP #OWNER LOT BLOCK SCHEDULE #SUBDIVISION SEC TOWN RANGE PHYSICAL ADDRESS PROJECT MAILING ADDRESS CONTRACTOR VALUATION PERMIT FEE GL USE TAX GL AF H VALUATION 6/1/2022 B22-0260 22-413 GALLOWAY INC R014173 METES & BOUNDS 33,34,21,28 1S 80W 970 GCR 10 UNIT HEATERS (2)PO BOX 1120 KREMMLING CO 80459 TOLIN MECHANICAL $26,358.00 $653.73 6/1/2022 B22-0261 22-6 UNION TELEPHONE CO (LESSEE) BUREAU OF LAND MANAGEMENT (OWNER)R000926 METES & BOUNDS 35 1N 81W 4905 GCR 1 80' CELL TOWER PO BOX 160 MT. VIEW WY 82939 UNION TELEPHONE COMPANY$174,825.00 $2,245.65 6/1/2022 B22-0262 22-365 PALLOTTI, RUSSELL M & LISA H 81 R044260 WINTER PARK RANCH 1ST FLG 529 GCR 837 REPLACE DECK & ROOF COVER5826 FOSSIL CREEK PKWY FORT COLLINS CO 80525 SNOW MOUNTAIN BUILDERS$30,648.96 $720.39 6/1/2022 B22-0263 22-259 VAN OSS, JOY & OAKLEY 2 2 R000327 HOFFMAN SUBDIVISION EXEMPTION, THE 12432 GCR 3 GARAGE 12432 COUNTY ROAD 3 PARSHALL CO 80468 OWNER $72,760.32 $1,302.68 6/1/2022 B22-0264 22-278 PRATT, JON R180780 TABOR TRACTS SUB EXEMPT Tract: B 2198 GCR 491 SFD - ETF REBUILD PO BOX 1619 GRAND LAKE CO 80447 OWNER $125,110.00 $1,333.32 $125,110.00 BUILDING PERMIT LIST - JUNE 2022 455 DATE PERMIT #APP #OWNER LOT BLOCK SCHEDULE #SUBDIVISION SEC TOWN RANGE PHYSICAL ADDRESS PROJECT MAILING ADDRESS TOWN ZIP CONTRACTOR VALUATION PERMIT FEE GL USE TAX GL AF H VALUATION ETF CREDIT APPLIEDETF REFUND REQUIRED BUILDING PERMIT LIST - JULY 2022 DATE PERMIT #APP #OWNER LOT BLOCK SCHEDULE #SUBDIVISION SEC TOWN RANGE PHYSICAL ADDRESS PROJECT MAILING ADDRESS TOWN STATE ZIP CONTRACTOR VALUATION PERMIT FEE GL USE TAX GL AF H VALUATION ETF CREDIT APPLIED ETF REFUND REQUIRED BUILDING PERMIT LIST - AUGUST 2022 DATE PERMIT #APP #OWNER LOT BLOCK SCHEDULE #SUBDIVISION SEC TOWN RANGE PHYSICAL ADDRESS PROJECT MAILING ADDRESS CONTRACTOR VALUATION PERMIT FEE GL USE TAX GL AF H SFD VALUATION ETF CREDIT APPLIED ETF REFUND REQUIRED BUILDING PERMIT LIST - SEPTEMBER 2022 DATE PERMIT #APP #OWNER LOT BLOCK SCHEDULE #SUBDIVISION SEC TOWN RANGE PHYSICAL ADDRESS PROJECT MAILING ADDRESS CONTRACTOR VALUATION PERMIT FEE GL USE TAX GL AF H VALUATION ETF CREIDT APPLIED BUILDING PERMIT LIST - OCTOBER 2022 DATE PERMIT #APP #OWNER LOT BLOCK SCHEDULE #SUBDIVISION SEC TOWN RANGE PHYSICAL ADDRESS PROJECT MAILING ADDRESS CONTRACTOR VALUATION PERMIT FEE GL USE TAX GL AF H VALUATION ETF CREIDT APPLIED BUILDING PERMIT LIST - NOVEMBER 2022 DATE PERMIT #APP #OWNER LOT BLOCK SCHEDULE #SUBDIVISION SEC TOWN RANGE PHYSICAL ADDRESS PROJECT MAILING ADDRESS CONTRACTOR VALUATION PERMIT FEE GL USE TAX GL AF H VALUATION ETF CREDIT APPLIED BUILDING PERMIT LIST - DECEMBER 2022 MONTH VALUATIONS SFD VALUATIONS MULTI FAMILY VALUATIONS JANUARY $775,209.01 $446,256.80 FEBRUARY $2,960,365.45 $2,169,005.30 MARCH $5,353,119.19 $3,033,037.32 $810,171.66 APRIL $8,330,228.82 $6,462,902.37 MAY $16,994,555.68 $9,837,427.76 JUNE JULY AUGUST SEPTEMBER OCTOBER NOVEMBER DECEMBER TOTAL $34,413,478.15 $21,948,629.55 $810,171.66 DATE PERMIT #OWNER ADDRESS PROJECT VALUATION 2/10/2022 B22-0031GL GRAND SPIRIT LLC 1000 GRAND AVE COMMERCIAL INTERIOR REMODEL & FURNACE$90,000.00 2/15/2022 B22-0033GL HUNTING DOG VENTURES, LLC 1143 GRAND AVE COMMERCIAL - BOARDWALK ROOF STRUCTURE REPLACEMENT; WINDOW & DOOR REPLACEMENTS$38,269.08 2/15/2022 B22-0034GL ZIEFF, MARTIN JAY 918 GRAND AVE COMMERCIAL - PORCH COVERING EXISTING BOARDWALK; REPLACE WINDOW & DOORS$11,579.20 04/27/22 B22-0149 BLACKWELL, ROBERT 880 E AGATE AVE COMMERCIAL OFFICE BUILDING $196,278.80 05/02/22 B22-0163 YMCA OF THE ROCKIES 292 CR 5362 COMMERCIAL DINING HALL $ 1,892,892.66 05/25/22 B22-0249 TOWN OF WINTER PARK 275 GCR 5103 COMMERCIAL TRANSIT FACILITY / SEPTIC $ 2,610,484.65