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TBP 2022-08-03
Board of Trustees Regular Meeting Agenda Fraser Town Hall, 153 Fraser Avenue and Virtually Wednesday August 3, 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 July 6, 2022 TBM 2022 -07 -06.Pdf Sign In Sheet July 6, 2022.Pdf Minutes July 20, 2022 TBM 2022 -07 -20.Pdf Sign In Sheet July 20, 2022.Pdf Discussion And Possible Action Regarding 2021 Audit - Paul Beckes DRAFT - TOF - 2021 Audited Financial Statements.pdf DRAFT - 2021 Communication With Governing Board.pdf Management Representation Letter - Please Sign And EMAIL Back.pdf Ordinance No. 488 - Short Term Registration Fees - Michael Ordinance No. 488 - Short Term Registration Fees.pdf STR Registration Fees Staff Briefing (Updated).Pdf Public Input.pdf STR Ordinace Matrix.pdf Retention And Cost Of Living Adjustment Plan - Rob Retention And COLA Briefing.pdf Resolution 2022 -08 -01 Adopting Wastewater Collection System Master Plan Resolution 2022 -08 -01 Adpoting Wastewater Collection System Master Plan..Pdf 22.01.05_Upper Fraser Valley WWTP EQR Study_FINAL.pdf Financial Analysis Proposal For Metropolitan District Amendment - Ed Town Of Fraser Municipal Advisor Agreement DRAFT.pdf G -17 Template Regulatory Notice.pdf HilltopSecurities Consulting Agreement - Town Of Fraser_Service Plan Review.pdf Bond Buyer 4 -11 -22 MCM Number 7.Pdf 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 Colorado Municipal League Annual Conference Update Committee Minutes EDAC 05_24_22.Pdf EDAC 06_27_22.Pdf PAC 5_20_22.Pdf PAC 6_28_22.Pdf PAC 7_7_22.Pdf PAC 7_21_22.Pdf PCM 2022 -04 -27.Pdf PCM 2022 -06 -22.Pdf Adjourn UPCOMING MEETING WEDNESDAY, AUGUST 17, 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: b. Documents: 4. a. Documents: b. Documents: c. Documents: d. Documents: e. Documents: 5. 6. a. b. Documents: 7. 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 August 3, 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 July 6, 2022TBM 2022 -07 -06.PdfSign In Sheet July 6, 2022.PdfMinutes July 20, 2022TBM 2022 -07 -20.PdfSign In Sheet July 20, 2022.Pdf Discussion And Possible Action Regarding 2021 Audit - Paul Beckes DRAFT - TOF - 2021 Audited Financial Statements.pdf DRAFT - 2021 Communication With Governing Board.pdf Management Representation Letter - Please Sign And EMAIL Back.pdf Ordinance No. 488 - Short Term Registration Fees - Michael Ordinance No. 488 - Short Term Registration Fees.pdf STR Registration Fees Staff Briefing (Updated).Pdf Public Input.pdf STR Ordinace Matrix.pdf Retention And Cost Of Living Adjustment Plan - Rob Retention And COLA Briefing.pdf Resolution 2022 -08 -01 Adopting Wastewater Collection System Master Plan Resolution 2022 -08 -01 Adpoting Wastewater Collection System Master Plan..Pdf 22.01.05_Upper Fraser Valley WWTP EQR Study_FINAL.pdf Financial Analysis Proposal For Metropolitan District Amendment - Ed Town Of Fraser Municipal Advisor Agreement DRAFT.pdf G -17 Template Regulatory Notice.pdf HilltopSecurities Consulting Agreement - Town Of Fraser_Service Plan Review.pdf Bond Buyer 4 -11 -22 MCM Number 7.Pdf 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 Colorado Municipal League Annual Conference Update Committee Minutes EDAC 05_24_22.Pdf EDAC 06_27_22.Pdf PAC 5_20_22.Pdf PAC 6_28_22.Pdf PAC 7_7_22.Pdf PAC 7_21_22.Pdf PCM 2022 -04 -27.Pdf PCM 2022 -06 -22.Pdf Adjourn UPCOMING MEETING WEDNESDAY, AUGUST 17, 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:b.Documents: 4. a. Documents: b. Documents: c. Documents: d. Documents: e. Documents: 5. 6. a. b. Documents: 7. 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 August 3, 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 July 6, 2022TBM 2022 -07 -06.PdfSign In Sheet July 6, 2022.PdfMinutes July 20, 2022TBM 2022 -07 -20.PdfSign In Sheet July 20, 2022.PdfDiscussion And Possible Action Regarding2021 Audit - Paul BeckesDRAFT - TOF - 2021 Audited Financial Statements.pdfDRAFT - 2021 Communication With Governing Board.pdfManagement Representation Letter - Please Sign And EMAIL Back.pdfOrdinance No. 488 - Short Term Registration Fees - MichaelOrdinance No. 488 - Short Term Registration Fees.pdfSTR Registration Fees Staff Briefing (Updated).PdfPublic Input.pdfSTR Ordinace Matrix.pdfRetention And Cost Of Living Adjustment Plan - RobRetention And COLA Briefing.pdfResolution 2022 -08 -01 Adopting Wastewater Collection System Master PlanResolution 2022 -08 -01 Adpoting Wastewater Collection System Master Plan..Pdf22.01.05_Upper Fraser Valley WWTP EQR Study_FINAL.pdfFinancial Analysis Proposal For Metropolitan District Amendment -Ed Town Of Fraser Municipal Advisor Agreement DRAFT.pdfG-17 Template Regulatory Notice.pdfHilltopSecurities Consulting Agreement - Town Of Fraser_Service Plan Review.pdfBond Buyer 4 -11 -22 MCM Number 7.PdfOpen Foruma) Business not on the agenda (If you would like to request time on a future agenda please contact the Town Clerk)UpdatesColorado Municipal League Annual Conference UpdateCommittee Minutes EDAC 05_24_22.Pdf EDAC 06_27_22.Pdf PAC 5_20_22.Pdf PAC 6_28_22.Pdf PAC 7_7_22.Pdf PAC 7_21_22.Pdf PCM 2022 -04 -27.Pdf PCM 2022 -06 -22.Pdf Adjourn UPCOMING MEETING WEDNESDAY, AUGUST 17, 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:b.Documents:4.a.Documents:b.Documents:c.Documents:d.Documents:e.Documents:5.6.a.b. Documents: 7. 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:July 6, 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; Marketing and Communication Manager, Sarah Wieck; Chief of Police, Glen Trainer Others:See attached list Mayor Vandernail called the meeting to order at 6:03 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 Soles moved, and Trustee Quinn seconded the motion to approve the agenda. Motion carried: 7-0. 3.Consent Agenda: a)Minutes June 15, 2022 Trustee Waldow moved, and Trustee Soles seconded the motion to approve the consent agenda. Motion carried: 7-0. 4.Discussion and Possible Action: a)Melissa Peters Introduction For Grand County Sheriff Melissa Peters Introduced herself as the candidate for Grand County Sheriff b)Fraser Valley Arts and Public Arts 2022 Strategy Steve Fitzgerald, Chair of the Public Arts Committee and President of the Fraser Valley Arts presented to the Board. Trustee Soles moved, and Trustee Quinn seconded the motion to commit $30,000 to the Fraser Valley Arts for the purpose of the Founders Initiative for the Founders Circle. These funds are needed for seed money for the Fraser Valley Arts Center. Motion carried: 6-1 Nay Waldow. Page 2 of 3 c)Ordinance 488 Short Term Rental Registration Fee No action, an amended ordinance will be presented at the August 3 Board meeting. d)Resolution 2022-07-01 Adopting Wastewater Collection System Master Plan The Board requested additional information from the staff and the Wastewater Collection System Master Plan will be presented at the July 20 board meeting. e)Resolution 2022-07-02 Pavement Maintenance Resolution Elite Surface Infrastructure Trustee Soles moved, and Trustee Fisher seconded the motion to approve Resolution 2022-07-02 Pavement Maintenance Resolution Elite Surface Infrastructure. Motion carried: 7-0. f)Construction Guarantee Agreement US HWY 40 Sewer Bore Trustee Quinn moved, and Trustee Waldow seconded the motion to approve Construction Guarantee Agreement US HWY 40 Sewer Bore. Motion carried: 7-0. g)Lions Pond Bathrooms Update h)Board Of Trustees Retreat Town Manager asked the Board to suggest topics for the retreat. 5. Open Forum: a) none 6.Updates a)Economic Development Advisory Committee Parking Recommendations. EDAC suggested that parking could be located at the town owned parcel next to the Fraser River by Clayton Court and the south side of Victoria Village off Park Avenue. b)The Fraser Farmers Market will be on the third Friday of July, August and September 3pm-7pm. c) New sculptures at the Fraser Church, Recreation Center and Vicious Cycle Brewery d)Trustee Waldow would like the Tucker snow cat to be named, Edna. 7.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. Including Town Attorney Kent Whitmer, Town Manager Ed Cannon Trustee Fisher moved, and Trustee Soles seconded the motion to open the Executive Session. Motion carried: 7-0. Page 3 of 3 The motion to close the Executive Session, not recorded. Attorney’s Opinion Required by C.R.S. 24-6-402(2)(d.5)(II)(B). As the attorney representing the Town of Fraser, I am of the opinion that the entire executive session, which was not recorded, constituted a privileged attorney-client communication. _______________________________ Town Attorney, Kent Whitmer 8.Adjourn: Motion to adjourn, not recorded. _____________________________ Antoinette McVeigh, Town Clerk TOWN BOARD REGULAR MEETING REGISTRATION SHEET JULY 6, 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 LZLc G Q ?° EMAIL 5-itAA-OPA-m-Piu/i)004\;1, FRASER BOARD OF TRUSTEES MINUTES DATE:July 20, 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; Deputy Clerk, Leslie Crittenden; Assistant Town Manager, Michael Brack; Finance Director, Rob Clemens; Chief of Police Glen Trainor Others:See attached list Mayor Vandernail called the meeting to order at 6:00 p.m. 1.Rollcall: Mayor Philip Vandernail; Mayor Pro-Tem Eileen Waldow; Trustees; Brian Cerkvenik, Kaydee Fisher, Lewis Gregory, Parnell Quinn and, Katie Soles The Board welcomed Leslie Crittenden the Deputy Clerk. 2.Approval of Agenda: Trustee Waldow moved, and Trustee Soles seconded the motion to approve the agenda. Motion carried: 7-0. 3.Discussion and Possible Action: a)Service Fee on Vacant Land- Ron Anderson The Board requested the staff to gather more information and bring the water/sewer service fee on vacant land back to a future agenda. b)Resolution 2022-07-03 Final Plat Koselig on Main Trustee Gregory moved, and Trustee Cerkvenik seconded the motion to approve Resolution 2022-07-03 Final Plat Koselig on Main with the addition of condition g. minimum parking requirement must be met. Motion carried: 7-0. c)Utility Vehicle Purchase Approval Trustee Soles moved, and Trustee Cerkvenik seconded the motion to approve the Town Manager to purchase the utility truck. Motion carried: 7-0. d)Treasurer's Report Finance Manager Rob Clemens presented to the Board. Page 2 of 3 e)Victoria Village Request for Qualifications Assistant Town Manager presented to the Board. The Board would like to include the consideration for a parking garage. f)Resolution 2022-07-01 Adopting Wastewater Collection System Master Plan The Board requested additional information and will be brought back to a future meeting. g)Proposed Annexation Discussion The Board is in favor of the proposed land donation and annexation for the land located west of Eisenhower. 4. Open Forum: a) none 5.Updates a)Trustee Waldow inquired about the Brewery and Distillery sold waste findings. This study is still in progress. b)Trustee Soles, great turnout for the first Fraser Farmers Market. Thanks to Paula and Rebecca for parking assistance. 6.Executive Session: For a conference with the Special Attorney for the purpose of receiving legal advice on specific legal questions under C.R.S. Section 24-6-402(4)(b) and for the purpose of determining positions relative to matters that may be subject to negotiations, developing strategy for negotiations, and/or instructing negotiators, under C.R.S. Section 24-6- 402(4)(e). Regarding litigation. Including Town Attorney Kent Whitmer, Town Manager Ed Cannon Trustee Cerkvenik moved, and Trustee Soles seconded the motion to open the Executive Session at 8:30 p.m. Motion carried: 7-0. Trustee Soles moved, and Trustee Waldow seconded the motion to close the Executive Session at 8:59 p.m. Motion carried: 7-0. Attorney’s Opinion Required by C.R.S. 24-6-402(2)(d.5)(II)(B). As the attorney representing the Town of Fraser, I am of the opinion that the entire executive session, which was not recorded, constituted a privileged attorney-client communication. _______________________________ Kent Whitmer,Town Attorney 7.Adjourn: Trustee Gregory moved, and Trustee Cerkvenik seconded the motion to adjourn. Motion carried: 7-0. Meeting adjourned at 8:59 p.m. Page 3 of 3 _____________________________ Antoinette McVeigh, Town Clerk TOWN BOARD REGULAR MEETING REGISTRATION SHEET JULY 20.2022 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. PHYSICAL ADDRESS T 2 -- EMAIL Town of Fraser Fraser, Colorado Financial Statements December 31, 2021 DRAFT i Town of Fraser, Colorado Financial Report December 31, 2021 Table of Contents Page INDEPENDENT AUDITOR'S REPORT A1 – A3 Management’s Discussion and Analysis B1 –B10 Basic Financial Statements: Government-wide Financial Statements: Statement of Net Position C1 Statement of Activities C2 Fund Financial Statements: Governmental Funds: Balance Sheet C3 Reconciliation of Governmental Fund Balance to Governmental Activities Net Position C4 Statement of Revenues, Expenditures and Changes in Fund Balances C5 Reconciliation of Net Change in Fund Balances to Change in Net Position of Governmental Activities C6 Business-Type Funds: Statement of Net Position -Enterprise Funds C7 Statement of Revenues, Expenses and Changes in Net Position - Enterprise Funds C8 Statement of Cash Flows -Enterprise Funds C9 Fiduciary Fund: Statement of Fiduciary Assets and Liabilities C10 Statement of Changes in Fiduciary Assets and Liabilities C11 Notes to the Financial Statements D1 – D27 Required Supplementary Information: Schedule of Revenues, Expenditures and Changes in Fund Balances -Budget (GAAP Basis) and Actual -General Fund E1 Schedule of Revenues -Budget (GAAP Basis) and Actual -General Fund E2 DRAFT ii Town of Fraser, Colorado Financial Report December 31, 2021 Table of Contents (Continued) Page Required Supplementary Information (continued): Schedule of Expenditures and Transfers -Budget (GAAP Basis) and Actual -General Fund E3 Schedule of Revenues, Expenditures and Changes in Fund Balances -Budget (GAAP Basis) and Actual Conservation Trust Fund E4 Restricted Revenue Fund E5 Supplementary Information: Schedule of Revenues, Expenditures and Changes in Fund Balances –Budget (GAAP Basis) and Actual Debt Service Fund F1 Capital Projects Fund -Capital Equipment Replacement Fund F2 Schedule of Revenues, Expenditures and Changes in Net Position - Budget (Non-GAAP Basis) and Actual With Reconciliation to GAAP Basis Enterprise Fund -Water Fund F3 Enterprise Fund -Wastewater Fund F4 Agency Fund -JF Fund F5 Annual Schedule of Revenues and Expenditures for Roads, Bridges and Streets F6 – F7 DRAFT McMahan and Associates, l.l.c. Certified Public Accountants and Consultants Web Site: www.mcmahancpa.com Chapel Square, Bldg C Main Office: (970) 845-8800 245 Chapel Place, Suite 300 Facsimile: (970) 845-8108 P.O. Box 5850, Avon, CO 81620 E-mail: mcmahan@mcmahancpa.com Member: American Institute of Certified Public Accountants Paul J. Backes, CPA, CGMA Avon: (970) 845-8800 Michael N. Jenkins, CA, CPA, CGMA Aspen: (970) 544-3996 Matthew D. Miller,CPA Frisco: (970) 668-3481 A1 M & A INDEPENDENT AUDITOR'S REPORT To the Honorable Mayor and Town Board Town of Fraser Opinions We have audited the financial statements of the governmental activities, the business-type activities, each major fund, and the aggregate remaining fund information of Town of Fraser (the “Town”), as of and for the year ended December 31, 2021, and the related notes to the financial statements, which collectively comprise the Town’s basic financial statements as listed in the table of contents. In our opinion, the accompanying financial statements present fairly, in all material respects, the respective financial position of the governmental activities, the business-type activities, each major fund, and the aggregate remaining fund information of the Town as of December 31, 2021, and the respective changes in financial position and, where applicable, cash flows thereof for the year then ended in accordance with accounting principles generally accepted in the United States of America (“U.S. GAAP”). Basis for Opinions We conducted our audit in accordance with auditing standards generally accepted in the United States of America (“U.S. GAAS”). Our responsibilities under those standards are further described in the Auditor’s Responsibilities for the Audit of the Financial Statements section of our report. We are required to be independent of the Town and to meet our other ethical responsibilities, in accordance with the relevant ethical requirements relating to our audit. We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our audit opinions. Responsibilities of Management for the Financial Statements The Town’s management is responsible for the preparation and fair presentation of the financial statements in accordance with U.S. GAAP, and for the design, implementation, and maintenance of internal control relevant to the preparation and fair presentation of financial statements that are free from material misstatement, whether due to fraud or error. In preparing the financial statements, management is required to evaluate whether there are conditions or events, considered in the aggregate, that raise substantial doubt about the Town’s ability to continue as a going concern for one year after the date that the financial statements are issued. DRAFT INDEPENDENT AUDITOR’S REPORT To the Honorable Mayor and Town Board Town of Fraser A2 Auditor’s Responsibilities for the Audit of the Financial Statements Our objectives are to obtain reasonable assurance about whether the financial statements as a whole are free from material misstatement, whether due to fraud or error, and to issue an auditor’s report that includes our opinions. Reasonable assurance is a high level of assurance but is not absolute assurance and therefore is not a guarantee that an audit conducted in accordance with U.S. GAAS will always detect a material misstatement when it exists. The risk of not detecting a material misstatement resulting from fraud is higher than for one resulting from error, as fraud may involve collusion, forgery, intentional omissions, misrepresentations, or the override of internal control. Misstatements are considered material if there is a substantial likelihood that, individually or in the aggregate, they would influence the judgment made by a reasonable user based on the financial statements. In performing an audit in accordance with U.S. GAAS, we: Exercise professional judgment and maintain professional skepticism throughout the audit. Identify and assess the risks of material misstatement of the financial statements, whether due to fraud or error, and design and perform audit procedures responsive to those risks. Such procedures include examining, on a test basis, evidence regarding the amounts and disclosures in the financial statements. Obtain an understanding of internal control relevant to the audit in order to design audit procedures that are appropriate in the circumstances, but not for the purpose of expressing an opinion on the effectiveness of the Town’s internal control. Accordingly, no such opinion is expressed. Evaluate the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluate the overall presentation of the financial statements. Conclude whether, in our judgment, there are conditions or events, considered in the aggregate, that raise substantial doubt about the Town’s ability to continue as a going concern for a reasonable period of time. We are required to communicate with those charged with governance regarding, among other matters, the planned scope and timing of the audit, significant audit findings, and certain internal control–related matters that we identified during the audit. Required Supplementary Information U.S. GAAP require the Management’s Discussion and Analysis in section B, be presented to supplement the basic financial statements. Such information is the responsibility of management and, although not a part of the basic financial statements, is required by the Governmental Accounting Standards Board who considers it to be an essential part of financial reporting for placing the basic financial statements in an appropriate operational, economic, or historical context. We have applied certain limited procedures to the required supplementary information in accordance with U.S. GAAS, which consisted of inquiries of management about the methods of preparing the information and comparing the information for consistency with management’s responses to our inquiries, the basic financial statements, and other knowledge we obtained during our audit of the basic financial statements. We do not express an opinion or provide any assurance on the information because the limited procedures do not provide us with sufficient evidence to express an opinion or provide any assurance. DRAFT INDEPENDENT AUDITOR'S REPORT To the Honorable Mayor and Town Board Town of Fraser A3 Required Supplementary Information (continued) The budgetary comparison information in section E is not a required part of the basic financial statements but is supplementary information required by U.S. GAAP. Such information has been subjected to the auditing procedures applied in the audit of the basic financial statements and certain additional procedures, including comparing and reconciling such information directly to the underlying accounting and other records used to prepare the basic financial statements or to the basic financial statements themselves, and other additional procedures in accordance with U.S. GAAS. In our opinion, the information is fairly stated, in all material respects, in relation to the basic financial statements as a whole. Supplementary Information Our audit was conducted for the purpose of forming opinions on the financial statements that collectively comprise the Town’s basic financial statements. The combining non-major fund financial statements, individual fund budgetary comparison information in section F, and the Local Highway Finance Report in section G, is/are presented for purposes of additional analysis and are not a required part of the basic financial statements. The combining non-major fund financial statements, individual fund budgetary comparison information, and the Annual Schedule of Revenues and Expenditures for Roads, Bridges and Streets are the responsibility of management and were derived from and relates directly to the underlying accounting and other records used to prepare the basic financial statements. Such information has been subjected to the auditing procedures applied in the audit of the basic financial statements and certain additional procedures, including comparing and reconciling such information directly to the underlying accounting and other records used to prepare the basic financial statements or to the basic financial statements themselves, and other additional procedures in accordance with U.S. GAAS. In our opinion, the information is fairly stated, in all material respects, in relation to the basic financial statements as a whole. McMahan and Associates, L.L.C. July 10, 2022 DRAFT MANAGEMENT’S DISCUSSION AND ANALYSIS DRAFT B1 Town of Fraser, Colorado Management’s Discussion and Analysis December 31, 2021 As management of the Town of Fraser, Colorado, (“Town”), we offer readers of the Town’s financial statements this narrative overview and analysis of the financial activities of the Town for the fiscal year ended December 31, 2021. The Town provides a high level of local government service and availability to the community including operation of the Town’s water and wastewater systems, a public works department that provides for street maintenance, snow removal and management, park and open space preservation, public building and facility management and maintenance. Our planning department provides support for both our business/economic sectors in addition to community development support, all while maintaining our small town character in the bigger mountain resort community that we are a part of. The Town currently acts as the manager of the Upper Fraser Valley Wastewater Treatment Facility –providing both the operational expertise and financial management of the facility for the three member organizations who share the plant. In addition,the Town participates in a joint Fraser/Winter Park Police Department and a joint Winter Park/Fraser/Granby Building Services Department. Overview of the Financial Statements This discussion and analysis is intended to serve as an introduction to the Town’s basic financial statements. The Town’s basic financial statements include three components: 1) government-wide financial statements; 2) fund financial statements; and 3) notes to the financial statements. This report also contains other supplementary information in addition to the basic financial statements. Government-wide financial statements:The government-wide financial statements are designed to provide readers with a broad overview of the Town’s finances, in a manner similar to a private-sector business. The Statement of Net Position presents information on all Town assets, deferred outflows of resources, liabilities, and deferred inflows of resources, with the difference between the two reported as net position. Over time, increases or decreases in net position may serve as a useful indicator of whether the financial position of the Town is improving or deteriorating. The Statement of Activities presents information showing how the government’s net position changed during the most recent fiscal year. All changes in net position are reported as soon as the underlying event giving rise to the change occurs, regardless of the timing of related cash flows. Thus, revenues and expenses are reported in this statement for some items that will only result in cash flows in future fiscal periods (i.e. uncollected revenues such as grants or earned but unused vacation leave.) Both of the government-wide financial statements distinguish functions of the Town that are principally supported by taxes and intergovernmental revenues (governmental activities). The governmental activities of the Town include general government, public safety, public works, and culture and recreation. The business-type activities of the Town include water production, water distribution system operation and maintenance, and the operation and maintenance of the Town’s wastewater collection system. The government-wide financial statements can be found on pages C1 and C2 of this report. Fund financial statements:A fund is a grouping of related accounts that is used to maintain control over resources that have been segregated for specific activities or objectives. The Town, like other state and local governments, uses fund accounting to ensure and demonstrate compliance with finance-related legal requirements. All of the funds of the Town can be divided into two categories: governmental and proprietary funds. DRAFT B2 Governmental funds:Governmental funds are used to account for essentially the same functions reported as governmental activities in the government-wide financial statements. However, unlike the government-wide financial statements, governmental fund financial statements focus on near-term inflows and outflows of spendable resources, as well as on balances of spendable resources available at the end of the fiscal year. Such information may be useful in evaluating a government’s near-term financing requirements. Because the focus of governmental funds is narrower than that of the government-wide financial statements, it is useful to compare the information presented for governmental funds with similar information presented for governmental activities in the government-wide financial statements. By doing so, readers may better understand the long-term impact of the government’s near-term financing decisions. The expenditures and changes in fund balances provide a reconciliation to facilitate this comparison between governmental funds and governmental activities. The fund financial statements for the governmental funds are shown on pages C3 and C5. The Town’s Budget includes the following governmental funds: General Fund (GF), which provides for the general functions and services such as administration, planning, law enforcement, streets and properties. Capital Asset Fund (CAF), which is intended to fund long term maintenance of capital assets (streets, buildings, parks, trails, etc.). The CAF is consolidated with the GF in the financial statements. Restricted Revenue Fund (RRF), which is funded by a dedicated sales tax to be used for transportation,trails, and capital project expenditures. Debt Service Fund (DSF), which provides for bonded debt service payments. Conservation Trust Fund (CTF), which is funded by lottery proceeds and provides for open space and recreational related capital projects. Capital Equipment Replacement Fund (CERF), which provides for vehicle and heavy equipment purchases. The Town adopts an annually appropriated budget for all governmental funds. A budgetary comparison statement has been provided for the General Fund, Restricted Revenue Fund, Conservation Trust Fund, Debt Service Fund and Capital Equipment Replacement Fund to demonstrate compliance with the State budget statutes. These are included in Sections E and F. Proprietary funds:The Town maintains two proprietary funds commonly known as enterprise funds. Enterprise funds are used to report the same functions presented as business-type activities in the government-wide financial statements. The Town uses an enterprise fund to account for its water operations and one to account for its wastewater operations, which was established on December 31, 2009 by the dissolution of the Fraser Sanitation District. Proprietary funds provide the same type of information as the government-wide financial statements, only in more detail. The proprietary fund financial statements provide separate information for each of the business-type services provided by the Town. The Town’s Budget includes the following enterprise funds: Water Fund (WF), an enterprise fund for the Town’s water utility. Wastewater Fund (WWF),an enterprise fund for the Town’s wastewater utility. The basic proprietary fund financial statements can be found on pages C7 through C9 of this report. The Town also presents a budgetary comparison for its proprietary funds on pages F3 and F4. Fiduciary fund: As managers of the Upper Fraser Valley Wastewater Treatment Plant (“UFVWWTP”), the Town operates the Joint Facilities Fund (“JFF”) as a fiduciary fund to account for the operations and maintenance of the facility along any capital expenditures related to the plant. JFF Operations and Maintenance (O&M)and the JFF Capital Replacement Reserve (CRR), both of which provide for operations and capital projects at the Wastewater Treatment Plant. The JFF activity is found on pages C10, C11,and F5. DRAFT B3 Overview of the Financial Statements (continued) Notes to the Financial Statements:The Notes provide additional information that is essential to a full understanding of the data provided in the government-wide and fund financial statements. The Notes to the Financial Statements can be found at Section D of this report. The largest portion of the Town’s assets are reflected in the investment in capital assets (i.e. land, streets, buildings, improvements, and equipment). Capital assets account for 59%of the total assets of $50,425,087. The Town uses these assets to provide services to its citizens. The Town has to pay liabilities out of the remaining liquid assets. The Town also has assets that are considered restricted for a variety of purposes. Accordingly, these assets are not an available source for payment of future spending, other than as restricted. The Town shows the detail of restricted net position below on page B4 and also on page D19 of the footnotes. Government-wide Fund Analysis Financial Highlights On a short term view, the Town’s governmental fund balances increased by $2,583,944 in 2021. The Town’s General Fund’s fund balance increased by $2,008,856. On a long-term view (including depreciation and excluding capital outlay, etc.) the Town had a 6% $2,953,642 increase in net position from $45,861,570 to $48,815,212. “Net Position” for the Town refers to both the governmental and business-type (Water Fund (WF) and Wastewater Fund (WWF)) activities. The business-type activities (WF & WWF) had an increase in net position of $776,188, while the governmental activities had an increase in net position of $2,177,454. The “long-term” view includes depreciation expense. The schedule the Town uses to depreciate its assets is on page D6 and the corresponding schedules for depreciation and additions to capital assets (capital outlay)is on pages D15 -D16. It’s important to review the depreciation schedule and compare it to the age of the assets being depreciated. Annual depreciation expense for streets exceeds $500,000 and there is no designated revenue source or reserves associated with this asset. Annual depreciation expense on water and wastewater assets exceeds $800,000,with almost $500,000 of that depreciation relating to underground utilities. Over half the Town’s underground utilities have exceeded their depreciation life cycle. At December 31, 2021, the Fraser Town Board has many committed reserves in its General Fund and both of its Enterprise Funds, along with a reserve for unforeseen Joint Facility emergencies. These reserves will allow the Town to meet its short term obligations for safe, reliable and sustainable water and wastewater systems. Available resources will be freed up in the Budget to address annual street maintenance.The Town continues to allow for additional growth in utilities and streets, while the issue of the cost of maintenance reflected by service fees and GF revenues remains a community concern. DRAFT B4 Government-wide Fund Analysis (continued) The Town’s restricted net position for 2021 is shown in the following schedule: Balance Balance 1/1/21 Ad dit ions Delet ions 12/31/21 Ge neral Fund: Fees in lieu of Par k 6,379$ - - 6,379 Af fordable housing impac t fee 134,426 595,000 (81,690) 647,736 Emergenc y reser ve s 200,000 75,000 - 275,000 Debt Ser vi ce Fund reser ve s: Ne xt year 's pay me nts - - - - Conserva ti on Tr ust Fund 20,608 8,118 - 28,726 Re str icted Re ve nue Fund 537,557 459,636 - 997,193 Wastewater Fund Op er ati ng reser ve 53,860 224 - 54,084 Capital replac ement reser ve 920,713 - (336,269) 584,444 1,873,543$ 1,137,978 (417,959) 2,593,562 The following shows the Town’s net position for 2021: 2021 2020 2021 2020 2021 2020 As se ts: Current and other as sets 10,778,626$ 8,226,100 10,078,481 8,210,212 20,857,107 16,436,312 Capital as sets 9,939,346 10,450,773 19,628,634 20,303,939 29,567,980 30,754,712 T otal Asse ts 20,717,972 18,676,873 29,707,115 28,514,151 50,425,087 47,191,024 Liabilitie s: Other liabilities 452,909 582,986 621,156 204,380 1,074,065 787,366 Long-term liabilities outs tanding 92,205 189,419 - -92,205 189,419 T otal Liabilitie s 545,114 772,405 621,156 204,380 1,166,270 976,785 Deferred Inflows of Re sources: Property taxes 443,605 352,669 - - 443,605 352,669 T otal Deferred Inflows of Re source s 443,605 352,669 - - 443,605 352,669 Net Position: Net investment in capital assets 9,847,141 10,261,354 19,628,634 20,303,939 29,475,775 30,565,293 Res tricted 1,955,034 898,990 638,528 974,573 2,593,562 1,873,563 Unres tricted 7,927,078 6,391,455 8,818,797 7,031,259 16,745,875 13,422,714 T otal Net Position 19,729,253$ 17,551,799 29,085,959 28,309,771 48,815,212 45,861,570 Town of Frase r's Ne t Position Governme ntal Business-typ e Ac tivitie s Ac tivities Total DRAFT B5 Government-wide Financial Analysis (continued) At the end of the current fiscal year, the Town is able to report positive balances in all three categories of net position, both for the government as a whole, as well as for its separate governmental and business- type activities. The following chart is a summary of the Town’s Change in Net Position: 2021 2020 2021 2020 2021 2020 REVENUES: Program revenues : Charges for services 438,289$ 412,640 2,142,002 2,003,370 2,580,291 2,416,010 Operating grants and contributions 210,551 128,346 1,543 - 212,094 128,346 Capital grants and contributions 303,394 769,958 1,383,240 362,389 1,686,634 1,132,347 General revenues: Property taxes 352,469 334,794 - - 352,469 334,794 Sales and Use taxes 6,121,528 5,010,000 - - 6,121,528 5,010,000 Other taxes 165,167 101,343 - - 165,167 101,343 Interest and other revenue 72,336 124,849 10,424 66,407 82,760 191,256 T otal Revenue s 7,663,734 6,881,930 3,537,209 2,432,166 11,200,943 9,314,096 EXPENSES: General governm ent 2,675,928 2,082,093 - - 2,675,928 2,082,093 Culture and recreation 64,016 42,427 - - 64,016 42,427 Public safety 669,464 669,405 - - 669,464 669,405 Public works 2,157,495 2,233,881 - - 2,157,495 2,233,881 Interest 9,377 14,305 - - 9,377 14,305 W ater - - 1,246,793 1,180,564 1,246,793 1,180,564 W as tewater - - 1,424,228 1,266,330 1,424,228 1,266,330 T otal Expense s 5,576,280 5,042,111 2,671,021 2,446,894 8,247,301 7,489,005 Change in Net Position Before Transfers 2,087,454 1,839,819 866,188 (14,728) 2,953,642 1,825,091 Transfers in (out)90,000 - (90,000) - - - Change in Net Position 2,177,454 1,839,819 776,188 (14,728) 2,953,642 1,825,091 Net Position-Jan 1 17,551,799 15,711,980 28,309,771 28,324,499 45,861,570 44,036,479 Net Position - De ce mb er 31 19,729,253$ 17,551,799 29,085,959 28,309,771 48,815,212 45,861,570 Total Town of Fraser 's Change in Net Posit ion Governme ntal Business-typ e Ac tivitie s Ac tivities Governmental activities: Governmental activities increased the Town’s net position by $2,177,454 during 2021, as compared to an increase in net position of $2,422,402 during 2020. The following are the major elements of the change in net position of governmental activities from December 31, 2020 to December 31, 2021: Higher property taxes revenue compared to prior year. Sales and use taxes and regulated industry fees increased significantly compared to prior year. The Town received CDOT grants for CR 8 bridge project. DRAFT B6 Government-wide Financial Analysis (continued) The following is a graph of the Town’s governmental activities revenues by source for 2021.The Town continues to be challenged by its dependence on the very volatile resort based sales tax revenues. Fortunately,the Town has the grocery, hardware, and department stores within its municipal boundaries. The Town will continue to help the local business community,attract and develop a more varied mixture of vendors appealing to both the community’s residents and resort vacationers. Charges for services, $438,289 Operating Grants & Contributions, $210,551 Capital Grants and Contributions (excluding assets), $303,394 Property Taxes , $352,469 Sales and Use Tax, $6,121,528 Other Taxes, $165,167 Interes t and other revenue, $72,336 The following is a graph of the Town’s governmental activities expenditures by function for 2021. General government, $2,675,928 Culture and recreation, $64,016 Public safety, $669,464 Public works, $2,157,495 Interes t, $9,377 DRAFT B7 Government-wide Financial Analysis (continued) Business-type activities: Business-type activities (water and wastewater, collection and treatment) resulted in an increase in the Town’s net position of $776,188. Key elements of this change are as follows: Within the Water and Wastewater Funds and in the Town’s portion of the JFF assets, depreciation expense on capitalized assets of $946,429 accounted for 35%of total operating expenses. Charges for our customer’s water and wastewater services accounted for 95%of total operating revenues. The following is a graph of the business-type revenues by source for 2021. Charges for services, $2,142,002 Operat ing Grants & Contributions, $1,543 Capital Grants and Contributions, $1,383,240 Interes t and other revenue, $10,424 The following is a graph of the business-type expenses by function for 2021. Personnel , $819,612 Commodities, $450,556 Contractual, $450,816 System development and other, $3,604 Depreciation, $946,429 Financial Analysis of the Town’s Funds As mentioned on page B2 of this analysis, the Town uses fund accounting to ensure and demonstrate compliance with finance-related legal requirements. DRAFT B8 Financial Analysis of the Town’s Funds (continued) Governmental funds: The focus of the Town’s governmental funds is to provide information on near- term inflows (revenues), outflows (expenditures), and balances of spendable resources. Such information is useful in assessing the Town’s financing requirements. In particular, fund balance may serve as a useful measure of a government’s net resources available for spending at the end of the fiscal year. As of the end of the current fiscal year, the Town’s governmental funds reported combined ending fund balances of $9,903,890;the funds increased $2,583,944 from the prior year’s ending balances. The Town’s governmental fund balances for 2021 and the past two years are graphed as follows: $- $1,00 0,0 00 $2,00 0,0 00 $3,00 0,0 00 $4,00 0,0 00 $5,00 0,0 00 $6,00 0,0 00 $7,00 0,0 00 $8,00 0,0 00 $9,00 0,0 00 $10,0 00 ,00 0 2019 2020 2021 General F un d Cons ervation Trust F un d Debt Serv ice F und Restricted Revenue F un d Capital Equi pmen t Fu nd Proprietary funds: The Town’s proprietary funds (Water and Wastewater Funds)provide the same type of information found in the government-wide financial statements, but in more detail. The proprietary funds’total cash is available for spending at the Town’s discretion. At the end of 2021 the Town Board reserved multiple amounts and designated them as committed reserves for emergencies in both our operations and maintenance and also for capital emergencies. Reserves are recognized in- house and are outlined earlier in this discussion. DRAFT B9 Budget Variances in the General Fund: The Town had the following significant budget variances which are detailed as follows: Pos. (Neg.)Ac count Reason Revenues: 2,128,411$Sales & use taxes Conser va ti ve budgeting due to va rious economic factors. (431,606) Gr ant reve nue Extensions in federal projec ts delay ed grant reimbur sement. 657,927 To wn board comm enhanc .Commu nity housing expendi tur es reser ve d for futur e use. Public Works 322,345 Salar ies and benef its Vac ant job positi ons ran longer than anti cipated. Culture and Recr eat ion 1,247,530 Capital outlay Projec ts pushed to futur e years Capital assets: The Town’s government-wide capital assets, net of accumulated depreciation, decreased due largely to depreciation expense. Additional information as well as a detailed classification of the Town’s net capital assets can be found in the Notes to the Financial Statements on pages D15 - D17 of this report. Long-term obligations: As of the end of 2021, the Town had $136,491 in long-term obligations for accrued compensated absences and the capital leases obligation. The Town entered into three new lease agreements for a vehicle and two equipment in 2018 and a Freightliner Truck in 2019. Additional information regarding the Town’s debt can be found on pages D18 –D19 of this report. Sales and Use Taxes: The Town has sales and use taxes that are used to fund its governmental operations. The Town’s sales and use taxes changed from a total of $5,010,000 in 2020 to $6,121,528 in 2021. The following chart indicates changes in the taxes collections: 0 1,00 0,0 00 2,00 0,0 00 3,00 0,0 00 4,00 0,0 00 5,00 0,0 00 6,00 0,0 00 7,00 0,0 00 2019 2020 2021 1% Restricted Sales Tax General Fund Use Tax General Fund Sales Tax DRAFT B10 The Town’s sales and use tax collections increased over the past years. Sales tax receipts increased 15%from 2020 to 2021 and the new 1% restricted sales tax generated $1,078,117. Next year’s budget and rates: The Town’s General Fund balance at the end of the current fiscal year was $8,529,401. The Town’s 2022 budget anticipates decreasing the General Fund balance by $0. It is anticipated that this budgeted reduction in fund balance will decrease by year end due to under spending budgeted amounts as well as surpassing revenue projections. Request for Information This financial report is designed to provide a general overview of the Town’s finances for all those with an interest in the government’s finances. Questions concerning any of the information provided in this report or requests for additional financial information should be addressed to the Town of Fraser, Finance Manager, P.O. Box 120, Fraser, Colorado 80442-0120. DRAFT GOVERNMENT-WIDE FINANCIAL STATEMENTS DRAFT Governmental Business-type Activities Activities Total Assets: Cash and investments - Unrestricted 9,044,660 7,607,732 16,652,392 Cash with County Treasurer 2,986 15,031 18,017 Accounts, taxes, and interest receivables 1,730,980 1,812,490 3,543,470 Due from fiduciary fund - 643,228 643,228 Capital assets, net 9,939,346 19,628,634 29,567,980 Total Assets 20,717,972 29,707,115 50,425,087 Liabilities: Accounts payable 310,664 2,605 313,269 Due to fiduciary fund 19,574 - 19,574 Other liabilities 100,892 33,940 134,832 Due to other governments - 562,100 562,100 Accrued compensated absences 21,779 22,507 44,286 Non-current liabilities due within one year 92,205 - 92,205 Total Liabilities 545,114 621,152 1,166,266 Deferred Inflows of Resources: Property taxes 443,605 - 443,605 Total Deferred Inflows of Resources 443,605 - 443,605 Net Position: Net investment in capital assets 9,847,141 19,628,634 29,475,775 Restricted 1,955,034 638,528 2,593,562 Unrestricted 7,927,078 8,818,797 16,745,875 Total Net Position 19,729,253 29,085,959 48,815,212 Town of Fraser, Colorado Statement of Net Position For the Year Ended December 31, 2021 The accompanying notes are an integral part of these financial statements. C1 DRAFT Operating Capital Charges for Grants and Grants and Governmental Business-type Expenses Services Contributions Contributions Ac tivities Activities Total Functions/Programs: Governmental activities: General government 2,675,928 438,289 151,667 303,394 (1,782,578) - (1,782,578) Culture and recreation 64,016 - - - (64,016) - (64,016) Public safety 669,464 - - - (669,464) - (669,464) Public works 2,157,495 - 58,884 - (2,098,611) - (2,098,611) Interest 9,377 - - - (9,377) - (9,377) Total governmental activities 5,576,280 438,289 210,551 303,394 (4,624,046) - (4,624,046) Business-type activities: W ater 1,246,793 1,210,537 - 586,365 - 550,109 550,109 W astewater 1,424,228 931,465 1,543 796,875 - 305,655 305,655 Total business-type activities 2,671,021 2,142,002 1,543 1,383,240 - 855,764 855,764 Total 8,247,301 2,580,291 212,094 1,686,634 (4,624,046) 855,764 (3,768,282) General revenues: Taxes: Property tax 352,469 - 352,469 Specific ownership tax 27,175 - 27,175 General sales and use tax 6,121,528 - 6,121,528 Franchise tax 130,862 - 130,862 Other miscellaneous taxes 7,130 - 7,130 Investment earnings 3,700 4,037 7,737 Miscellaneous 68,636 6,387 75,023 Transfers to (from) 90,000 (90,000) - Total general revenues and transfers 6,801,500 (79,576) 6,721,924 Change in Net Position 2,177,454 776,188 2,953,642 Net Position - Beginning of Year 17,551,799 28,309,771 45,861,570 Net Position - End of Year 19,729,253 29,085,959 48,815,212 Program Revenues Net (Expense) Revenue and Town of Fraser, Colorado Statement of Activities For the Year Ended December 31, 2021 Changes in Net Position The accompanying notes are an integral part of these financial statements. C2 DRAFT FUND FINANCIAL STATEMENTS DRAFT Capital Total Debt Conservation Equipment Restricted Governmental General Service Trust Replacement Revenue Funds Assets: Cash and investments - Unrestricted 7,781,336 35,538 28,726 308,850 890,212 9,044,662 Cash with County Treasurer 2,986 - - - - 2,986 Receivables 201,141 - - - 11,000 212,141 Due from other governments 869,223 - - 4,182 - 873,405 Taxes receivable 443,605 - - - 201,829 645,434 Total Assets 9,298,291 35,538 28,726 313,032 1,103,041 10,778,628 Liabilities and Fund Equity: Liabilities: Accounts/vouchers payable 230,646 - - - 105,848 336,494 Due to fiduciary fund 19,574 - - - - 19,574 Other liabilities 75,065 - - - - 75,065 Total Liabilities 325,285 - - - 105,848 431,133 Deferred Inflows of Resources: Other revenue - - - - - - Property taxes 443,605 - - - - 443,605 Total Deferred Inflows of Resources 443,605 - - - - 443,605 Fund Balances: Nonspendable 201,141 - - - - 201,141 Spendable Restricted 929,115 - 28,726 - 997,193 1,955,034 Committed 1,500,000 35,538 - - - 1,535,538 Assigned 1,500,000 - - 313,032 - 1,813,032 Unassigned 4,399,145 - - - - 4,399,145 Total Fund Balances 8,529,401 35,538 28,726 313,032 997,193 9,903,890 Total Liabilities, Deferred Inflows of Resources and Fund Balances 9,298,291 35,538 28,726 313,032 1,103,041 10,778,628 Town of Fraser, Colorado Balance Sheet Governmental Funds December 31, 2021 The accompanying notes are an integral part of these financial statements. C3 DRAFT Amounts reported for governmental activities in the Statement of Net Position are different because: Governmental Fund Balance 9,903,890 Capital assets used in governmental activities are not financial resources and, therefore, are not reported in the funds.9,939,347 Long-term liabilities are not due and payable in the current period and, therefore, are not reported in the funds.(113,984) Net Position of Governmental Activities 19,729,253 Town of Fraser, Colorado Reconciliation of Governmental Fund Balance to Governmental Activities Net Position December 31, 2021 The accompanying notes are an integral part of these financial statements. C4 DRAFT Capital Total Debt Conservation Equipment Restricted Governmental General Service Trust Replacement Revenue Funds Revenues: Taxes 5,561,047 - - - 1,078,117 6,639,164 Licenses and permits 285,903 - - - - 285,903 Charges for services 152,385 - - - - 152,385 Intergovernmental revenue 303,394 - 8,107 58,884 21,460 391,845 Investment income 3,324 17 11 92 256 3,700 Miscellaneous 182,006 - - - - 182,006 Total Revenues 6,488,059 17 8,118 58,976 1,099,833 7,655,003 Expenditures: General government 1,764,966 - - - 640,217 2,405,183 Public safety 587,763 - - - - 587,763 Public works 1,178,876 - - - - 1,178,876 Culture and recreation 30,866 - - - - 30,866 Debt service - - - 106,496 - 106,496 Capital outlay 806,732 - - 53,873 - 860,605 Total Expenditures 4,369,203 - - 160,369 640,217 5,169,789 Excess (Deficiency) of Revenues Over Expenditures 2,118,856 17 8,118 (101,393) 459,616 2,485,214 Other Financing Sources (Uses): Transfers in (out)(110,000) - - 200,000 - 90,000 Sale of assets - - - 8,730 - 8,730 Total Other Financing Sources (Uses)(110,000) - - 208,730 - 98,730 Excess (Deficiency) of Revenues and Other Financing Sources Over Expenditures and Other Financing (Uses)2,008,856 17 8,118 107,337 459,616 2,583,944 Fund Balances - Beginning of Year 6,520,545 35,521 20,608 205,695 537,577 7,319,946 Fund Balances - End of Year 8,529,401 35,538 28,726 313,032 997,193 9,903,890 Town of Fraser, Colorado Statement of Revenues, Expenditures and Changes in Fund Balances Governmental Funds For the Year Ended December 31, 2021 The accompanying notes are an integral part of these financial statements. C5 DRAFT Net Change in Fund Balances of Governmental Funds 2,583,944 Amounts reported for governmental activities in the Statement of Activities are different because: Governmental funds report capital outlays as expenditures. However, in the Statement of Activities, the cost of those assets is allocated over their estimated useful lives as depreciation expense. This is the amount by which depreciation exceeded capital outlay, net of capital disposals during the year.(511,426) Accrued liabilities for employees' sick and vacation are not an expenditure in the governmental funds, but are increases in long- term liabilities in the Statement of Net Position. This is the amount that accrued vacation not immediately payable decreased.7,722 Repayment of capital lease and bond principal is an expenditure in the governmental funds, but the repayment reduces long-term liabilities in the Statement of Net Position. This is the amount of principal repayments.97,214 Change in Net Position of Governmental Activities 2,177,454 Town of Fraser, Colorado Reconciliation of Net Change in Fund Balances to Change in Net Position of Governmental Activities For the Year Ended December 31, 2021 The accompanying notes are an integral part of these financial statements. C6 DRAFT Total Water Wastewater Enterprise Fund Fund Funds Assets: Current assets: Cash and cash equivalents 2,390,013 5,217,720 7,607,733 Utility receivables 276,732 241,447 518,179 Plant investment fee receivables 651,933 635,000 1,286,933 Other receivables - 7,378 7,378 Due (to) from fiduciary fund - 643,228 643,228 Due from other governments 8,918 6,113 15,031 Total Current Assets 3,327,596 6,750,886 10,078,482 Non-current assets: Land 100,000 144,320 244,320 Water rights 657,860 - 657,860 Equipment 353,994 118,229 472,223 Treatment plant and system 15,240,813 17,949,489 33,190,302 Less: Accumulated depreciation (7,159,135) (7,776,936) (14,936,071) Total Non-Current Assets 9,193,532 10,435,102 19,628,634 Total Assets 12,521,128 17,185,988 29,707,116 Liabilities and Fund Equity: Liabilities: Current liabilities: Vouchers/accounts payable - 2,610 2,610 Deposits payable 33,940 - 33,940 Total Current Liabilities 33,940 2,610 36,550 Non-current liabilities: Accrued compensated absences 8,046 14,461 22,507 Total Liabilities 41,986 17,071 59,057 Deferred Inflows of Resources: Other revenue 562,100 - 562,100 Total Deferred Inflows of Resources 562,100 - 562,100 Net Position: Net investment in capital assets 9,193,532 10,435,102 19,628,634 Restricted - 638,528 638,528 Unrestricted 2,723,510 6,095,287 8,818,797 Total Net Position 11,917,042 17,168,917 29,085,959 Town of Fraser, Colorado Statement of Net Position Enterprise Funds For the Year Ended December 31, 2021 The accompanying notes are an integral part of these financial statements. C7 DRAFT Total Enterprise Water Wastewater Funds Operating Revenues: Charges for services 1,118,075 931,465 2,049,540 Meter sales 92,462 - 92,462 Miscellaneous revenue 6,387 1,543 7,930 Total Operating Revenues 1,216,924 933,008 2,149,932 Operating Expenses: Personnel 398,694 420,925 819,619 Commodities 270,052 174,001 444,053 Contractual 170,513 280,303 450,816 System development 10,104 - 10,104 Depreciation 397,430 548,999 946,429 Total Operating Expenses 1,246,793 1,424,228 2,671,021 Operating Income (Loss)(29,869) (491,220) (521,089) Non-Operating Revenues: Interest revenue 953 3,084 4,037 Net Non-Operating Revenues 953 3,084 4,037 Income (Loss) before Contributions and Transfers (28,916) (488,136) (517,052) Capital contributions 586,365 796,875 1,383,240 Transfers in - - - Transfers (out)(45,000) (45,000) (90,000) Contributions and Transfers 541,365 751,875 1,293,240 Change in Net Position 512,449 263,739 776,188 Net Position - Beginning of Year 11,404,593 16,905,178 28,309,771 Net Position - End of Year 11,917,042 17,168,917 29,085,959 Town of Fraser, Colorado Statement of Revenues, Expenses and Changes in Net Position Enterprise Funds For the Year Ended December 31, 2021 The accompanying notes are an integral part of these financial statements. C8 DRAFT Total Enterprise Water Wastew ater Funds Cash Flows From Operating Activities: Cash received from customers 1,199,945 878,259 2,078,204 Other cash received (7,257) 30,542 23,285 Cash received (paid) for deposits (18,593) 326,918 308,325 Cash payments for goods and services (450,670) (451,692) (902,362) Cash payments for salaries and benefits (402,151) (423,607) (825,758) Net Cash Provided (Used) by Operating Activities 321,274 360,420 681,694 Cash Flows From Non-Capital and Related Financing Activ ities: Cash transferred to other funds (45,000) (45,000) (90,000) Cash received from grants and contributions - (3,297) (3,297) Net Cash Provided (Used) by Non-Capital and Related Financing Activities (45,000) (48,297) (93,297) Cash Flows From Capital and Related Financing Activ ities: Plant investment fees (paid) received 560,699 344,375 905,074 Net Cash Provided (Used) by Capital and Related Financing Activities 554,199 79,751 633,950 Cash Flows From Investing Activities: Interest 953 3,084 4,037 Net Cash Provided (Used) by Investing Activities 953 3,084 4,037 Net (Decrease) Increase in Cash and Cash Equiv alents 831,426 394,958 1,226,384 Cash and Cash Equivalents - Beginning of Year 1,558,587 4,822,762 6,381,349 Cash and Cash Equivalents - End of Year 2,390,013 5,217,720 7,607,733 Reconciliation of Operating Income (Loss) to Net Cash Provided (Used) by Operating Activities: Operating income (loss)(29,869) (491,220) (521,089) Adjustments: Depreciation 397,430 548,999 946,429 (Increase) decrease in accounts receivable (24,236) (24,207) (48,443) (Increase) decrease in deposits receivable - 326,918 326,918 Increase (decrease) in accrued compensated absences (3,457) (2,682) (6,139) Increase (decrease) in deposits payable (18,594) - (18,594) Total Adjustments 351,143 851,640 1,202,783 Net Cash Provided (Used) by Operating Activities 321,274 360,420 681,694 Tow n of Fraser, Colorado Statement of Cash Flow s Enterprise Funds For the Year Ended December 31, 2021 The accompanying notes are an integral part of these financial statements. C9 DRAFT JF Fund Assets: Cash and cash equivalents 1,964,862 Accounts receivable, net:108,874 Total Assets 2,073,736 Liabilities: Accounts payable 136,621 Deposits 1,937,115 Due to others - Total Liabilities 2,073,736 Town of Fraser, Colorado Statement of Fiduciary Assets and Liabilities December 31, 2021 The accompanying notes are an integral part of these financial statements. C10 DRAFT JF Fund Operating Revenues: Charges for operations and maintenance costs 730,060 Transfer in 253,638 Total Operating Revenues 983,698 Operating Expenses: Salaries and Wages 237,517 Employee Benefits 86,190 Purchased services 399,965 Supplies 39,984 Utilities 220,042 Total Operating Expenses 983,698 Change in Assets and Liabilities - Due to Others - Beginning - Due to Others - Ending - Town of Fraser, Colorado Statement of Changes in Fiduciary Assets and Liabilities For the Year Ended December 31, 2021 The accompanying notes are an integral part of these financial statements. C11 DRAFT NOTES TO THE FINANCIAL STATEMENTS DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 D1 I.Summary of Significant Accounting Policies The Town of Fraser, Colorado (the "Town") is incorporated under Colorado statutes to provide public safety, streets and street maintenance, water and wastewater service, recreation including parks and trails, transportation, special events, planning and zoning, and general administrative services. The Town is located in Grand County and operates under a Council-Manager form of government. An elected Mayor and Town Board are responsible for setting policy, appointing administrative personnel and adopting an annual budget in accordance with state statutes. The Town’s major operations include road maintenance, water and wastewater service, public safety and culture and recreation. The Town’s financial statements are prepared in accordance with generally accepted accounting principles (“GAAP”). The Governmental Accounting Standards Board (“GASB”) is responsible for establishing GAAP for state and local governments through its pronouncements (Statements and Interpretations). The more significant accounting policies established by GAAP and used by the Town are discussed below. A.Reporting Entity The reporting entity consists of (a) the primary government; i.e., the Town, and (b) organizations for which the Town is financially accountable. The Town is considered financially accountable for legally separate organizations if it is able to appoint a voting majority of an organization's governing body and is either able to impose its will on that organization or there is a potential for the organization to provide specific financial benefits to or to impose specific financial burdens on, the Town. Consideration is also given to other organizations that are fiscally dependent; i.e., unable to adopt a budget, levy taxes, or issue debt without approval by the Town. Organizations for which the nature and significance of their relationship with the Town are such that exclusion would cause the reporting entity's financial statements to be misleading or incomplete are also included in the reporting entity. Based upon the above criteria, the Town is not financially accountable for any other organization, nor is the Town a component unit of any other primary governmental entity. B.Government-wide and Fund Financial Statements The Town’s basic financial statements include both government-wide (reporting the Town as a whole) and fund financial statements (reporting the Town’s major funds). Government-wide financial statements report on information of all of the activities of the Town. Both the government-wide and fund financial statements categorize primary activities as either governmental or business-type. The Town’s public safety, public works, culture and recreation, and administration functions are classified as governmental activities. The Water Fund and Wastewater Fund are classified as business-type activities. In the government-wide Statement of Net Position, the governmental activities columns are reported on a full accrual, economic resource basis, which recognizes all long-term assets and receivables as well as long-term debt and obligations. The Town’s net position are reported in three parts –Net investment in capital assets; Restricted net position; and Unrestricted net position. DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D2 I.Summary of Significant Accounting Policies (continued) B.Government-wide and Fund Financial Statements (continued) The government-wide Statement of Activities reports both the gross and net cost of each of the Town’s governmental functions and business-type activities. The governmental functions are also supported by general government revenues (sales taxes, property and specific ownership taxes, investment earnings, etc.). The Statement of Activities reduces gross expenses (including depreciation) by related program revenues, operating and capital grants. Program revenues must be directly associated with the governmental function or a business-type activity. Operating grants include operating-specific and discretionary (either operating or capital) grants while the capital grants column reflects capital-specific grants.The government-wide focus is on the sustainability of the Town as an entity and the change in the Town’s net position resulting from the current year’s activities. C.Measurement Focus, Basis of Accounting, and Financial Statement Presentation Measurement focus refers to whether financial statements measure changes in current resources only (current financial focus) or changes in both current and long-term resources (long-term economic focus). Basis of accounting refers to the point at which revenues, expenditures, or expenses are recognized in the accounts and reported in the financial statements. Financial statement presentation refers to classification of revenues by source and expenses by function. 1.Long-term Economic Focus and Accrual Basis Both governmental and business-type activities in the government-wide financial statements and the proprietary fund financial statements use the long-term economic focus and are presented on the accrual basis of accounting. Revenues are recognized when earned and expenses are recognized when incurred, regardless of the timing of the related cash flows. 2.Current Financial Focus and Modified Accrual Basis The governmental fund financial statements use the current financial focus and are presented on the modified accrual basis of accounting. Under the modified accrual basis of accounting, revenues are recorded when susceptible to accrual; i.e., both measurable and available. “Available” means collectible within the current period or soon enough thereafter (60 days) to be used to pay liabilities of the current period. Expenditures are generally recognized when the related liability is incurred. The exception to this general rule is that principal and interest on general long-term debt and compensated absences are recorded only when payment is due. Franchise fees, licenses and interest associated with current fiscal period are all considered to be susceptible to accrual and so have been recognized as revenue of the current fiscal period. Sales and excise taxes collected by vendors at year end on behalf of the Town are also recognized as revenue if collected within 30 days after year end. Expenditure driven grants are recognized as revenue when qualified expenditures have been incurred and all other grant requirements have been met. All other revenue items are considered to be measurable and available only when cash is received by the Town. DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D3 I.Summary of Significant Accounting Policies (continued) C.Measurement Focus, Basis of Accounting, and Financial Statement Presentation (continued) 3.Financial Statement Presentation As a general rule the effect of interfund activity has been eliminated from the government-wide financial statements. Exceptions to this general rule are payments where the amounts are reasonably equivalent to the value of the interfund services provided and other charges between the functions of the Town. Elimination of these charges would distort the direct costs and program revenues reported for the water and wastewater functions. Amounts reported as program revenues include 1) charges to customers and applicants for goods, services or privileges provided, 2) operating grants and contributions, and 3) capital grants and contributions, including special assessments. Internally dedicated resources are reported as general revenues rather than as program revenues. Likewise, general revenues include all taxes. Proprietary funds distinguish operating revenues and expenses from non- operating items. Operating revenues and expenses generally result from providing services and producing and delivering goods in connection with a proprietary fund’s principal ongoing operations. The principal operating revenues of the Town’s enterprise funds are the operation of the water and wastewater systems within the Town. Operating expenses for the enterprise funds includes operating expenses and depreciation on capital assets. All revenues and expenses not meeting this definition are reported as non-operating revenues and expenses. D.Fund Financial Statements The financial transactions of the Town are reported in individual funds in the fund financial statements. Each fund is accounted for by providing a separate set of self- balancing accounts that comprises its assets, liabilities, reserves, fund equity, revenues and expenditures/expenses. The fund focus is on current available resources and budget compliance. The Town reports the following major governmental funds: General Fund The General Fund is the Town’s primary operating fund. It accounts for all financial resources of the Town, except those required to be accounted for in another fund. Special Revenue Funds Special revenue funds are used to account for and report the proceeds of specific revenue sources that are restricted or committed to expenditure for specified purposes other than debt service or capital projects. The term “proceeds of specific revenue sources” establishes that one or more specific restricted or committed revenues should be the foundation for a special revenue fund. The Conservation Trust Fund accounts for lottery proceeds required to be expended solely on park and recreation improvements. The Restricted Revenue Fund accounts for a dedicated sales tax to be used for transportation,trails, and capital project expenditures. DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D4 I.Summary of Significant Accounting Policies (continued) D.Fund Financial Statements (continued) Capital Projects Funds Capital projects funds are used to account for and report financial resources that are restricted, committed, or assigned to expenditure for capital outlays, including the acquisition or construction of capital facilities and other capital assets. Capital projects funds exclude those types of capital-related outflows financed by proprietary funds or for assets that will be held in trust for individuals, private organizations, or other governments. The Capital Equipment Replacement Fund accounts for funds set aside for the purchase and replacement of capital equipment. A significant portion of revenues consists of highway user tax proceeds. Debt Service Funds Debt service funds are used to account for and report financial resources that are restricted, committed, or assigned to expenditures of principal and interest. Debt service funds should be used to report resources if legally mandated. Financial resources that are being accumulated for principal and interest maturing in future years also should be reported in debt service funds. The Debt Service Fund accounts for payments made on the Town’s bonded debt obligations. The Town reports the following proprietary or business-type funds: The Water Fund accounts for the purchase and delivery of water to the citizens of the Town. The Water Fund also maintains the infrastructure needed to provide water service. The Wastewater Fund accounts for the treatment of wastewater from the citizens of the Town. The Wastewater Fund also maintains the infrastructure needed to provide wastewater service. The Town reports the following fiduciary fund: The Joint Facilities (“JF”) Operations and Maintenance Fund accounts for the operations of the Upper Fraser Valley Wastewater Treatment Joint Facilities. E.Financial Statement Accounts 1.Cash and Cash Equivalents The Town pools deposits and investments of all funds except JF Operations and Maintenance Fund, which are held in separate accounts. Each fund’s share of the pool is readily identified by the Town’s internal records. Investments are stated at market value. Cash and cash equivalents include demand deposits, certificates of deposit, local government investment pools (COLOTRUST), and U.S. government-backed securities. DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D5 I.Summary of Significant Accounting Policies (continued) E.Financial Statement Accounts (continued) 1.Cash and Cash Equivalents (continued) Certain proceeds of debt issues, as well as certain resources set aside for their repayment, have been classified as restricted assets on the balance sheet because their use is limited by the applicable covenants. Restricted assets also include certain deposits that have been limited as to usage pursuant to escrow and similar agreements. The Town’s investment policy permits investments in the following type of obligations which corresponds with state statutes: U.S. Treasury Obligations (maximum maturity of 60 months) Federal Instrumentality Securities (maximum maturity of 60 months) FDIC-insured Certificates of Deposit (maximum maturity of 18 months) Corporate Bonds (maximum maturity of 36 months) Prime Commercial Paper (maximum maturity of 9 months) Eligible Bankers Acceptances Repurchase Agreements General Obligations and Revenue Obligations Local Government Investment Pools Money Market Mutual Funds 2.Receivables Receivables are reported net of an allowance for uncollectible accounts. 3.Long-term Notes Receivable In the government-wide financial statements, long-term notes receivables are reported as an asset. In the fund financial statements, the face amount is reported as a general government expense. 4.Property Taxes Property taxes are assessed in one year as a lien on the property, but not collected by the governmental units until the subsequent year. In accordance with generally accepted accounting principles, the assessed but uncollected property taxes have been recorded as a receivable and as deferred inflow of resources. DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D6 I.Summary of Significant Accounting Policies (continued) E.Financial Statement Accounts (continued) 5.Capital Assets Capital assets, which include land, buildings, equipment, vehicles, and infrastructure assets (only infrastructure acquired after January 1, 2002), are reported in the applicable governmental or business-type activity columns in the government-wide financial statements. The Town defines capital assets as assets with an initial cost of $5,000 or more and an estimated useful life in excess of two years. Such assets are recorded at historical cost. Donated capital assets are recorded at estimated fair value at the date of donation. Capital outlay for projects is capitalized as projects are constructed. Interest incurred during the construction phase is capitalized as part of the value of the assets constructed in the business-type activities. Infrastructure, buildings, and equipment are depreciated using the straight-line method over the following estimated useful lives: As set s Ye ar s Infrastr uc tur e 15 - 30 Bui ld ings and improvements 15 - 40 Di str ibuti on sy stems 40 Equi pment and ve hi cles 7 6.Compensated Absences Vested or accumulated vacation leave that is expected to be liquidated with expendable available financial resources is reported as an expenditure and a fund liability of the obligated governmental fund. Amounts of vested or accumulated vacation leave that are not expected to be liquidated with expendable available financial resources are reported in the governmental activities column in the government-wide financial statements. Vested or accumulated vacation leave of the proprietary fund type is recorded as an expense and liability of that fund as the benefits accrue to employees. In accordance with the provisions of GASB No. 16, Accounting for Compensated Absences,no liability is recorded for non-vesting accumulating rights to receive sick pay benefits. 7.Restricted Assets Fees collected in lieu of park and open space and affordable housing impact fees are restricted as to their use by Town ordinances. DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D7 I.Summary of Significant Accounting Policies (continued) E.Financial Statement Accounts (continued) 8.Deferred Outflows/Inflows of Resources In addition to assets, the statement of financial position will sometimes report a separate section for deferred outflows of resources. This separate financial statement element, deferred outflows of resources, represents a consumption of net position that applies to a future period(s) and so will not be recognized as an outflow of resources (expense/ expenditure) until then. The Town does not have any deferred outflows of resources at December 31, 2021. In addition to liabilities, the statement of financial position will sometimes report a separate section for deferred inflows of resources. This separate financial statement element,deferred inflows of resources, represents an acquisition of net position that applies to a future period(s) and so will not be recognized as an inflow of resources (revenue) until that time. The Town has only one type of item that qualifies for reporting in this category. Accordingly, the deferred inflow, property taxes,is deferred and recognized as an inflow of resources in the period that the amounts become available. 9.Categories and Classification of Fund Balance Governmental accounting standards establishes fund balance classifications that comprise a hierarchy based primarily on the extent to which a government is bound to observe constraints imposed upon the use of the resources reported in governmental funds. Fund balance classifications, include Non-spendable, Restricted, Committed, Assigned, and Unassigned. These classifications reflect not only the nature of funds, but also provide clarity to the level of restriction placed upon fund balance. Fund Balance can have different levels of restraint, such as external versus internal compliance requirements. Unassigned fund balance is a residual classification within the general fund. The general fund should be the only fund that reports a positive unassigned balance. In all other funds, unassigned is limited to negative residual fund balance. The Town of Fraser classifies governmental fund balances as follows: Non-spendable -includes fund balance amounts that cannot be spent either because it is not in spendable form or because of legal or contractual requirements. Spendable: Restricted –includes fund balance amounts that are constrained for specific purposes which are externally imposed by providers, such as creditors or amounts constrained due to constitutional provisions or enabling legislation. Committed –includes fund balance amounts that are constrained for specific purposes that are internally imposed by the government through formal action of the highest level of decision making authority which is the Town Board. Assigned –includes spendable fund balance amounts that are intended to be used for specific purposes that are neither considered restricted or committed. Fund Balance may be assigned by the Town or its management designee. DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D8 I.Summary of Significant Accounting Policies (continued) E.Financial Statement Accounts (continued) 9.Categories and Classification of Fund Balance (continued) Unassigned -includes residual positive fund balance within the General Fund which has not been classified within the other above mentioned categories. Unassigned fund balance may also include negative balances for any governmental fund if expenditures exceed amounts restricted, committed, or assigned for those specific purposes. The Town may use restricted amounts to be spent first when both restricted and unrestricted fund balance is available unless there are legal documents/contracts that prohibit doing this, such as in grant agreements requiring dollar for dollar spending. Additionally, the Town might first use committed, then assigned, and lastly unassigned amounts of unrestricted fund balance when expenditures are made. 10.Interfund Transactions Interfund services provided and used are accounted for as revenues, expenditures, or expenses. Transactions that constitute reimbursements to a fund for expenditures or expenses initially made from it that are properly applicable to another fund, are recorded as expenditures or expenses in the reimbursing fund and as reductions of expenditures or expenses in the fund that is reimbursed. 11. Deposits Deposits on the JF Operations and Maintenance Fund represent contributions made to the JF Operations and Maintenance Fund by Winter Park Ranch Water and Sanitation District (“Winter Park Ranch”) and Grand County Water and Sanitation District #1 (“Grand County #1”) and the Town (previously the Fraser Sanitation District)for operating and replacement costs relating to the combined wastewater treatment plant. These deposits are held for working capital and replacement costs during the time all members remain joint operators of the plant. F.Significant Accounting Policies 1.Use of Estimates The preparation of financial statements in conformity with GAAP requires the Town’s management to make estimates and assumptions that affect the reported amount of assets and liabilities, the disclosure of contingent assets and liabilities at the date of the financial statements, and the reported amount of revenues and expenditures or expenses during the reporting period. Actual results could differ from those estimates. 2.Proprietary Funds As required by GASB Statement No. 62, the Town has elected to follow all GASB pronouncements for its proprietary funds. DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D9 I.Summary of Significant Accounting Policies (continued) F.Significant Accounting Policies (continued) 3.Credit Risk Receivables in the Town’s funds are primarily due from other governments. Management believes that the credit risk related to these receivables is minimal. 4.Restricted and Unrestricted Resources When both restricted and unrestricted resources are available for use, it is the government’s policy to use restricted resources first, then unrestricted resources as they are needed. II.Reconciliation of Government-wide and Fund Financial Statements A.Explanation of certain differences between the governmental fund Balance Sheet and the government-wide Statement of Net Position The governmental fund Balance Sheet includes reconciliation between fund balance - total governmental funds and net position of governmental activities as reported in the government-wide Statement of Net Position. One element of that reconciliation explains that “Capital assets used in governmental activities are not financial resources and, therefore, are not reported in the funds.” The $9,939,346 adjustment represents the net book value of capital assets of $23,701,524 and accumulated depreciation of $13,762,178 at December 31, 2021. Another element of the reconciliation states that "Long-term liabilities are not due and payable in the current period and, therefore, are not reported in the funds.” The $113,984 reconciling item represents obligation related to accrued compensated absences and capital leases at year end. B.Explanation of certain differences between the governmental fund Statement of Revenues, Expenditures and Changes in Fund Balances and the government-wide Statement of Activities The governmental fund Statement of Revenues, Expenditures and Changes in Fund Balances includes reconciliation between net change in fund balances of governmental funds and changes in net position of governmental activities as reported in the government-wide Statement of Activities. One element of that reconciliation explains that governmental funds report capital outlays as expenditures, but in the Statement of Activities, the costs of those assets are allocated over their estimated useful lives as depreciation expense. The details of this reconciling amount are capital outlay of $438,764,less depreciation expense of $950,191, less the disposal of capital assets of $0 during 2021. Another element of that reconciliation is $5,041 which represents increase in accrued compensated absences.Similarly, another reconciling item $-represents revenue from long-term note receivables. The final reconciling item is $97,214 which represents payment related to capital lease. DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D10 III.Stewardship, Compliance, and Accountability A. Budgetary Information 1.Budgetary Basis of Accounting The preparation Budgets are adopted on a basis consistent with generally accepted accounting principles, except for the proprietary funds. Annual appropriations are adopted for all funds. Expenditures may not legally exceed appropriations at the fund level. All appropriations lapse at year end. As required by Colorado Statutes, the Town followed the required timetable noted below in preparing, approving, and enacting its budget for 2021. (1)For the 2021 budget year, prior to August 25, 2020, the County Assessor sent to the Town an assessed valuation of all taxable property within the Town’s boundaries. (2)The Town Manager, or other qualified person appointed by the Board, submitted to the Board, on or before October 15, 2020, a recommended budget which detailed the necessary property taxes needed along with other available revenues to meet the Town’s operating requirements. (3)Prior to December 15, 2020, a public hearing was held for the budget, the Board certified to the County Commissioners a levy rate that derived the necessary property taxes as computed in the proposed budget, and the Board adopted the proposed budget and an appropriating resolution that legally appropriated expenditures for the upcoming year. (4)After adoption of the budget resolution, the Town may make the following changes: a) it may transfer appropriated money between funds; b) approve supplemental appropriations to the extent of revenues in excess of estimated revenues in the budget; c) approve emergency appropriations; and d)reduce appropriations for which originally estimated revenues are insufficient. Taxes levied in one year are collected in the succeeding year. Thus, taxes certified in 2020 were collected in 2021 and taxes certified in 2021 will be collected in 2022. Taxes are due on January 1st in the year of collection; however, they may be paid in either one installment (no later than April 30th) or two equal installments (not later than February 28th and June 15th) without interest or penalty. Taxes that are not paid within the prescribed time bear interest at the rate of one percent (1%) per month until paid. Unpaid amounts and the accrued interest thereon become delinquent on June 16th. DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D11 III.Stewardship, Compliance, and Accountability (continued) B.TABOR Amendment In November 1992, Colorado voters amended Article X of the Colorado Constitution by adding Section 20, commonly known as the Taxpayer's Bill of Rights (“TABOR). TABOR contains revenue, spending, tax and debt limitations that apply to the State of Colorado and local governments. TABOR requires, with certain exceptions, advance voter approval for any new tax, tax rate increase, mill levy above that for the prior year, extension of any expiring tax, or tax policy change directly causing a net tax revenue gain to any local government. Except for refinancing bonded debt at a lower interest rate or adding new employees to existing pension plans, TABOR requires advance voter approval for the creation of any multiple-fiscal year debt or other financial obligation unless adequate present cash reserves are pledged irrevocably and held for payments in all future fiscal years. TABOR also requires local governments to establish an emergency reserve to be used for declared emergencies only. The reserve is calculated at 3% of fiscal year spending. Fiscal year spending excludes bonded debt service and enterprise spending. The Town has reserved $275,000. On April 4, 2000, the Town’s electorate approved the following: Without any increase in the property tax mill levy or the 4% sales and use tax rate, shall the Town of Fraser, Colorado, be authorized, in the year 2000 and each subsequent year thereafter, to collect, retain, and expend the full proceeds of the Town’s fees, taxes, non-federal grants and other revenues and to spend such revenues for debt service, municipal operations, capital projects, and any other lawful municipal purpose, notwithstanding any state of Colorado restrictions on revenues or spending, including the restrictions of Article X, Section 20 of the Colorado Constitution, the revenue limit in Section 29-1-301 of the Colorado Revised Statutes, or any other law. On November 3, 2020, the Town’s electorate approved the following: Without increasing total tax revenues collected, shall the Town of Fraser be authorized to adjust its mill levy annually to offset revenue reductions caused by State imposed changes to the percentage used to determine assessed valuation, including any changes made pursuant to the 1982 Gallagher amendment to the Colorado Constitution, so that, to the extent possible, the revenues generated by such mill levy are the same as the tax revenues that would have been generated had such changes in the method of calculating assessed valuation not occurred? The Town's management believes it is in compliance with the financial provisions of TABOR. However, TABOR is complex and subject to interpretation. Many of its provisions, including the interpretation of how to calculate fiscal year spending limits, could require judicial interpretation. DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D12 IV.Detailed Notes on All Funds A.Deposits and Investments The Town’s checking accounts are entirely covered by federal depository insurance (“FDIC”) or by collateral held under Colorado’s Public Deposit Protection Act (“PDPA”). The FDIC insures the first $250,000 of the Town’s deposits at each financial institution. Deposit balances over $250,000 are collateralized as required by PDPA. The carrying amount of the Town’s demand deposits were $451,271 at year end. Fair Value of Investments The Town measures and records its investments using fair value measurement guidelines established by generally accepted accounting principles. These guidelines recognize a three-tiered fair value hierarchy, as follows: Level 1: Quoted prices for identical investments in active markets; Level 2: Observable inputs other than quoted market prices; and, Level 3: Unobservable inputs. At December 31, 2021, the Town had the following recurring fair value measurements: Invest ment s at Fair Value Tot al Level 1 Level 2 Level 3 Cash wi th fiscal agent 18,017$ 18,017 - - Invest ment s Me asured at Net Asset Value Colotr ust 18,165,983$ Fair Value Measurement Debt and equity securities classified in Level 1 are valued using prices quoted in active markets for those securities. The Town had the following deposits and investments for all funds, with the following maturities December 31, 2021: Maturities Type:Rating Carrying Amount Less Than One Ye ar Less Than Five Ye ar s Depos its: Chec ki ng Accounts No t Ra ted 221,665$ 221,665 - Savings Ac counts No t Ra ted 229,606 229,606 - Inves tments: Cash wi th fiscal agent 18,017 18,017 Inve stment Pools AAAm 18,165,983 18,165,983 - 18,635,271$ DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D13 IV.Detailed Notes on All Funds (continued) A.Deposits and Investments (continued) The investment pools represent investments in the Colorado Government Liquid Asset Trust (“COLOTRUST”)a 2a7-like pools. Pools are not covered by FDIC insurance or PDPA but are rated AAAm. The fair value of the pools is determined by the pools’share price. The Town has no regulatory oversight for the pools. Interest Rate Risk. As a means of limiting its exposure to interest rate risk, the Town coordinates its investment maturities to closely match cash flow needs and restricts the maximum investment term to less than five years from the purchase date. As a result of the limited length of maturities the Town has limited its interest rate risk. Credit Risk.Colorado statutes specify instruments in which local governments may invest, including: Obligations of the U.S. and certain U.S.governmental agency securities Certain international agency securities General obligation and revenue bonds for U.S. local governmental entities Bankers’acceptances of certain banks Commercial paper Local government investment pools Written repurchase agreements collateralized by certain authorized securities Certain money market funds Guaranteed investment contracts The Town’s general investment policy is to apply the prudent-person rule: Investments are made as a prudent person would be expected to act, with discretion and intelligence, to seek reasonable income, preserve capital, and, in general, avoid speculative investments. DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D14 IV.Detailed Notes on All Funds (continued) B.Receivables Receivables as of year-end for the Town’s funds, including applicable allowances for uncollectible accounts, are as follows: Capit al Rest ricted Gener al Equipment Revenue Total Receivables: Ta xe s 443,605$ - 201,829 645,434 Ac counts 201,141 - 11,000 212,141 Intergovernmental 869,223 4,182 - 873,405 Gr oss receivables 1,513,969 4,182 212,829 1,730,980 Less: allowa nce for unc ollec ti ble - - - - Net Receivables 1,513,969$ 4,182 212,829 1,730,980 Gover nment al Funds Water Wastewater Operations Operat ions Total Receivables: Accounts 928,665$ 876,447$ 1,805,112$ Other - 7,378 7,378$ Gr oss receivables 928,665 883,825 1,812,490 Less: allowance for unc ollec ti ble - - - Net Receivables 928,665$ 883,825$ 1,812,490$ Enter prise Funds Governmental funds report deferred inflow of resources from property taxes in connection with receivables for revenues that are not considered to be available to liquidate liabilities of the current period. The receivable is net of $443,605 of property taxes levied in 2021 but not available until 2022. C. Long-Term Note Receivable In August 2017, the Town entered into a grant and loan agreement with Crooked Creek Saloon (the “Saloon”). The total funds disbursed per the agreement totaled $85,000, of which $40,000 was given as a grant toward property improvements, and an additional $45,000 provided to the owner as a no-interest loan. The loan is due in installments of $750 monthly for five years commencing after the date of completion of the project. The project was completed and the Town started receiving payments in 2018. In 2020, the Saloon was sold and the remaining note receivable balance was received in full. There is no outstanding balance under this agreement at year end. DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D15 IV.Detailed Notes on All Funds (continued) D.Capital Assets Capital asset activity for the year ended December 31, 2021 was as follows: Beginning Ending Balance Incr eases Decr eases Balance Gover nmental act ivit ies: Capital assets, not being deprec iated: Land and improvements 730,629$ - - 730,629 To tal capi tal assets, not being depr ec iated 730,629 - - 730,629 Capi tal assets, bei ng depr ec iated: Infrastr uc tur e 18,409,876 350,556 - 18,760,432 Buildings 1,460,962 - - 1,460,962 Fur ni tur e and equipment 2,661,293 88,208 - 2,749,501 To tal capi tal assets, being depr ec iated 22,532,131 438,764 - 22,970,895 Less ac cumulated deprec iati on for: Infrastr uc tur e (9,841,675) (684,177) - (10,525,852) Build ings (1,085,640) (38,857) - (1,124,497) Fur ni tur e and equipment (1,884,672) (227,157) - (2,111,829) To tal ac cumula ted deprec iati on (12,811,987) (950,191) - (13,762,178) To tal capital assets, being depr ec iated, net 9,720,144 (511,427) - 9,208,717 Gover nmental act ivit ies capit al asset s, net 10,450,773$ (511,427) - 9,939,346 DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D16 IV.Detailed Notes on All Funds (continued) D.Capital Assets (continued) Beginning Ending Balance Incr eases Decr eases Balance Business-type act ivit ies: Capital assets, not being depr ec iated: Land 244,320$ - - 244,320 Water rights 651,360 6,500 - 657,860 Constr uc ti on in progr ess 2,826,086 (2,771,839) (54,247) - To tal capi tal assets, not being depr ec iated 3,721,766 (2,765,339) (54,247) 902,180 Capi tal assets, bei ng depr ec iated: System and impr ovements 23,658,913 - - 23,658,913 Bui ld ings and improvements 6,448,127 3,083,263 - 9,531,390 Equi pment 464,776 7,447 - 472,223 To tal capi tal assets, being depr ec iated 30,571,816 3,090,710 - 33,662,526 Less ac cumula ted depr ec iati on for: Sy stem and impr ovements (10,863,545) (660,535) - (11,524,080) Bui ldings and improvements (2,772,030) (274,439) - (3,046,469) Equi pment (354,068) (11,455) - (365,523) To tal ac cumula ted depr ec iati on (13,989,643) (946,429) - (14,936,072) To tal capi tal assets, being depr ec iated, net 16,582,173 2,144,281 - 18,726,454 Business-type act ivit ies capit al asset s, net 20,303,939$ (621,058) (54,247) 19,628,634 In accordance with generally accepted accounting principles, the Town has elected to report general government infrastructure assets prospectively. Therefore, only general government infrastructure assets acquired since January 1, 2002 are included in the Town’s financial statements. DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D17 IV.Detailed Notes on All Funds (continued) D.Capital Assets (continued) The Town had the following capital outlay and depreciation expense for the following functions: Depr eciat ion Capit al Expense Outlay Go ve rnmental ac ti vi ti es: General government 37,811$ - Publi c works, including infrastr uc tur e 859,853 388,308 Publi c saf ety 22,487 50,456 Cultur e and recreation 30,040 - Tot al governmental act ivit ies 950,191$ 438,764 Business-ty pe ac ti vi ti es: W ater 397,430$ 6,500 W astewater 548,999 264,624 Tot al business-type activit ies 946,429$ 271,124 E.Interfund Receivables, Payables, and Transfers Transfers were as follows: In Out Ge neral -$ (660,000) Capi tal Equipment 200,000 - Capi tal Asset Fund 550,000 - Wastewater - (45,000) Water - (45,000) 750,000$ (750,000) Transfers were to provide additional resources to meet the activities provided in each fund. DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D18 IV.Detailed Notes on All Funds (continued) F.Other Liabilities 1.Capital Leases In June 2018,the Town entered into a capital lease agreement for the purchase of a vehicle.The total amount financed was $66,278, with interest stated at 4.89% per annum. The lease requires annual payments of $14,551 through 2022. In August 2018, the Town entered into a capital lease agreement for the purchase of equipment. The total amount financed was $55,351 with interest stated at 5.36% per annum. The lease requires monthly payments of $1,284 through 2022. In October 2018, the Town entered into a capital lease agreement for the purchase of equipment. The total amount financed was $52,511 with interest stated at 6.43% per annum. The lease requires monthly payments of $1,244 through 2022. In April 2019, the Town entered into a capital lease agreement for the purchase of a Freightliner Truck. The total amount financed was $228,985 with interest stated at 5.14% per annum. The lease requires annual payments of $61,618 through 2022. Minimum lease payments are as follows: Ye ar Pr incipal In terest Tot al #REF!92,205 4,142 96,347 To tal 92,205$ 4,142 96,347 The net book value of the assets acquired through a capital lease as of December 31, 2021 are as follows: Cost 403,125$ Less: Accumulated Depr ec iati on (252,049) Net Book Value 151,076$ 2.Accrued Compensated Absences Earned but unused vacation benefits amounted to $44,286 at December 31, 2021. All unused vacation benefits are recorded on the government-wide financial statements. DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D19 IV.Detailed Notes on All Funds (continued) F.Other Liabilities (continued) 3.Schedule of Changes in Long-term Debt Balance Balance Due Within 1/1/21 Ad ditions Reduct ions 12/31/21 One Ye ar Gover nment al act ivities: Capital leases 189,419$ - (97,214) 92,205 92,205 Ac crued compensated absenc es 29,501 - (7,722) 21,779 - Total 218,920$ - (104,936) 113,984 92,205 Business-type act iv it ies: Ac crued compensated absenc es 21,992$ 515 - 22,507 - Tot al 21,992$ 515 - 22,507 - G.Restricted Fund Balance The Town had the following restrictions on the fund balances at December 31, 2021: Balance Balance 1/1/21 Additions Deletions 12/31/21 Gener al Fund: Fees in lieu of Par k 6,379$ - - 6,379 Af fordable housing impac t fee 134,426 595,000 (81,690) 647,736 Emer genc y reser ve s 200,000 75,000 - 275,000 Debt Ser vi ce Fund reser ve s: Ne xt year 's pay ments - - - - Conserva ti on Tr ust Fund 20,608 8,118 - 28,726 Re str icted Re ve nue Fund 537,557 459,636 - 997,193 Wastewater Fund Op er ati ng reser ve 53,860 224 - 54,084 Capital replac ement reser ve 920,713 - (336,269) 584,444 1,873,543$ 1,137,978 (417,959) 2,593,562 The Town had $638,528 restricted in the Wastewater Fund for Upper Fraser Valley Wastewater Treatment Joint Facilities operating and capital replacement expenses. DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D20 IV.Detailed Notes on All Funds (continued) H.Committed Fund Balance The Town has the following commitments of the governmental fund balances at December 31, 2021: Balance Balance 1/1/21 Ad ditions Delet ions 12/31/21 Gener al Fund: Re ser ve savings 1,000,000$ 500,000 - 1,500,000 Debt Ser vi ce Fund: Capital pr ojec ts 35,520 18 - 35,538 1,035,520$ 500,018 - 1,535,538 I.Assigned Fund Balance The Town had the following assignments of the governmental fund balances at December 31, 2021: Balance Balance 1/1/21 Ad dit ions Delet ions 12/31/21 Gener al Fund: Futur e budget deficit 2,511,530$ - (2,511,530) - Str ategi c reser ve s 1,100,000 400,000 - 1,500,000 Capi tal Equi pment Re plac ement: Capi tal projec ts 205,695 107,337 - 313,032 3,817,225$ 507,337 (2,511,530) 1,813,032 DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D21 V.Other Information A.Joint Facilities(“JF”) Operations and Maintenance Fund In 2002, the Fraser Sanitation District (the “District”), Winter Park Ranch, and Grand County #1 entered into an agreement to participate in the joint construction, maintenance, and operations of joint interceptor sewer lines and joint sewage treatment facilities. This new wastewater treatment plant has been constructed on the existing plant site of the District/Winter Park Ranch treatment facility and a new and/or expanded sewer trunk line from Grand County #1 will connect with the existing District/Winter Park Ranch interceptor line. Title of the new joint facilities will be allocated among these three members based on each member’s proportionate share of equivalent residential units to be serviced by the new plant. The District was dissolved into the Town effective December 31, 2009. Construction costs of these new facilities, excluding expenses relating to segment B of the joint trunk lines (“B-Line”) described below, are based on each member’s future share of equivalent residential units to be serviced by the new plant and are allocated as follows: Town –34.07% Winter Park Ranch –28.89% Grand County #1 –37.04% Under the Upper Fraser Valley Wastewater Agreement, a Joint Facilities Oversight Committee (“JFOC”) was established to represent the three members regarding the construction, expansion, operations, management, and maintenance of the new joint facilities. The JFOC is comprised of a total of nine members, with each member having three members. The Town was appointed as the manager of the joint facilities for 2021. The JFOC may designate a new manager on an annual basis. In 2021, as approved by the JFOC, the Town earned $29,000 in management fees. Operations and maintenance costs will be allocated among the three members based on each member’s proportionate share of equivalent residential units currently serviced by the new plant. In addition, upon certification of the new joint facilities, this agreement requires the establishment of an operations and maintenance reserve fund equal to three months operations and maintenance costs and a capital replacement reserve fund, the amount which is determined by the JFOC. DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D22 V.Other Information (continued) A.Joint Facilities (“JF”) Operations and Maintenance Fund (continued) 1.Maryvale Village (Rendezvous) The District entered an agreement on May 9, 2000, with Maryvale Village, L.L.C., and several individuals (collectively referred to as the “Rendezvous”), Maryvale Commercial Metropolitan District, and Maryvale Residential Metropolitan District (these districts are collectively referred to as the “Maryvale Districts”) that permitted the inclusion of the Maryvale development within the District’s boundaries in order to receive sanitation services, in exchange for inclusion fees. Pursuant to this agreement, Rendezvous and the Maryvale Districts are responsible for the construction of sewer main extensions and related infrastructure from the existing District sewer main to the Maryvale development. These sewer main extensions and related infrastructure will ultimately be conveyed to the District at the time these projects are completed or begin to be used, whichever comes first, subject to the District’s acceptance of these assets. As of December 31, 2021,Maryvale development sewer mains and infrastructure had been conveyed to the District, and is presented as an asset on the Town’s financial statements. Per this agreement, in exchange for the District agreeing to oversize the new wastewater treatment plant described earlier, the Developer and Maryvale Districts agreed to cover the amount of any shortfall in the District’s CWRPDA loan payments by pre-purchasing tap fees. In addition, this agreement requires the Developer and Maryvale Districts to establish an escrow account in the amount of $160,000 to guarantee their compliance in the event of a default regarding their pre-purchase obligations. As of December 31, 2021, no prepaid tap fees have been required or made by the Developer and the Maryvale Districts. This guarantee was released in 2009. 2.Pre-Inclusion Agreement -Cornerstone The District entered an agreement on April 5, 2005, with Cornerstone Winter Park Holdings, L.L.C. (“Cornerstone”) that permits the inclusion of a portion of Cornerstone’s development within the District’s boundaries in order to receive sanitation services for inclusion fees. Cornerstone shall be responsible for constructing, paying for and installing all sewer lines and any related facilities within the property including all lines, manholes and mains.This infrastructure will ultimately be conveyed to the District at the time these projects are completed or begin to be used, whichever comes first, subject to the District’s acceptance of these assets. DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D23 V.Other Information (continued) B.Retirement Plans –Defined Contribution Pension Plan –Section 401(a) The Town is a member of Colorado Retirement Association (“CRA”). CRA was established to provide retirement benefits to employees of Colorado local governments. As a member, the Town participates in the CRA retirement plan created in accordance with Internal Revenue Code Section 401(a) (the “401(a) Plan”), which is a defined contribution pension plan. Employees of the Town are required to participate in the 401(a) Plan after 6 months of service. Each eligible employee is required to contribute 4% of gross wages to the 401(a) Plan. The Town matches employee contributions at the same rate and these matched dollars have a vesting period of 5 years. The Town is neither the trustee nor the administrator for the 401(a) Plan. The seven-member governing board of CRA makes all necessary rules and is responsible for administration of the funds in the 401(a) Plan. Benefits payable at retirement, death, termination, or other unforeseen circumstance are based on the accumulated account balance of each employee. Upon termination of service with the Town, any unvested amounts will be forfeited and may be used to pay plan expenses or Employer’s contributions to the 401(a) Plan. During 2021, the Town recognized $66,848 of expense under this plan. The Town has $0 of forfeitures included in the 2021 401(a) Plan expense. The Town had a liability of $0 due to the 401(a) Plan at December 31, 2021. C.Retirement Plans –Deferred Compensation Plan –Section 457(b) The Town also participates in the CRA retirement plan created in accordance with Internal Revenue Code Section 457(b)(the “457(b)Plan”), which is a deferred compensation plan. The plan permits employees to defer a portion of their salary until future years. All contributions to the 457(b)Plan and all income attributable to those amounts are to be held in trust for the exclusive benefit of the plan participants and their beneficiaries. Plan investment purchases are determined by the plan participant and therefore, the plan’s investment concentration varies between participants. The Town matches up to 2% of employee contributions and these matched dollars are vested immediately. The Town has no liability for losses under the plan but does have the duty of due care that would be required of an ordinary prudent investor. The Town is neither the trustee nor the administrator for the plan. The seven-member governing board of CRA makes all necessary rules and is responsible for administration of the funds in the 457(b)Plan. Benefits payable at retirement, death, termination, or other unforeseen circumstance are based on the accumulated account balance of each employee. The Town recognized $19,111 of pension expense related to the 457(b) Plan during 2021 and had a liability of $0 due to the 457(b)Plan at December 31, 2021. D.Other Employee Benefits -Post Employment Health Care Benefits All Town employees covered by State continuation insurance may continue their health insurance due to a reduction in work hours or termination of employment (for reasons other than "gross misconduct") for up to 18 months after the occurrence of one of these events. Eligible dependents may continue coverage for up to 36 months. Employees who elect continued coverage do so through Colorado Employer Benefit Trust (CEBT) who is a multiple employer trust for public institutions providing employee benefits. CEBT partnered with 24HourFlex as the COBRA administer for all CEBT employers. No cost to the Town is recognized as employees pay through 24HourFlex. DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D24 V.Other Information (continued) E.Intergovernmental Agreements 1.Public Safety Services In lieu of directly providing public safety services, the Town has entered into an agreement with the Town of Winter Park, Colorado to form a joint public safety force effective May 1, 2005 and amended March 21, 2012. The agreement requires costs to be split 65% to Winter Park and 35% to Fraser, based upon average call volume, but reevaluated annually and may be amended as agreed upon by both parties. 2.Building Department The Town has entered into an agreement January 20, 2010 to form a joint building services department with the Town of Winter Park, Colorado and the Town of Granby, Colorado.According to the agreement, quarterly expenses are to be split based upon the portion of revenue collected for each Town, but may be adjusted annually by mutual agreement based on permits issued, inspections performed, time expended by personnel, vehicle depreciation and mileage and other measures. 3.Transportation Agreement The Town has entered into an agreement on June 19, 2018 with the Town of Winter Park to provide transit services. The terms of the agreement automatically renew for 10 one-year periods unless either party provides written notice of nonrenewal on or before June 30th of the prior year. Pursuant to the agreement, the Town pays a monthly management fee equal to 10% of Winter Park’s management costs of the Transit System, as well as all operating costs incurred for the Town’s portion of the route. 4.Water Storage Agreement In 2018, the Town purchased 25 acre-feet of water rights at Grand County Water Storage Reservoir. Pursuant to the terms of the operating agreement, the Town of Fraser and the Town of Winter Park will split costs associated with Maintenance and Capital Reserves as needed by Grand County Water Storage Reservoir. F.Risk Management The Town is exposed to various risks of loss related to workers’ compensation, general liability, and worker unemployment. The Town has acquired commercial coverage for these risks. Any settled claims are not expected to exceed the commercial insurance coverage. The Town is also exposed to the risks of loss related to torts; theft of, damage to, and destruction of assets; and errors and omissions. The Town is a member of the insurance pool described below to cover these risks. Pursuant to an inter-local agreement authorized by state statute, the Town joined the Colorado Intergovernmental Risk Sharing Agency (“CIRSA”) to provide insurance coverage. Members of the board of directors are nominated and elected by members to two-year, staggered terms and meet at least monthly to direct operations. CIRSA budgets are funded by contributions from member governments. DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D25 V.Other Information (continued) F.Risk Management (continued) The Town's share of assets, liabilities and fund equity as of December 31, 2021, the latest date for which information is available, is as follows: Insur ance Pools:Fr aser Shar e Pr operty and Casualty Pool: Loss fund (1,453)$ Oper ati ng 20,429 Pooled excess fund (10,303) Re ser ve fund 20,478 Worker s' Compensati on Pool: Loss fund (3,200) Oper ati ng 12,824 Pooled excess fund 11,805 Re ser ve fund 16,332 The December 31, 2021 combined financial information is as follows: Cash and inve stments 85,609,779$ Ot her assets 8,563,951 Tot al 94,173,730 Li abi li ti es 35,750,846 Ne t posi ti on 58,422,884 Tot al 94,173,730 To tal reve nue 33,496,772 To tal expense (24,091,402) (Deficiency) of Revenue Over Expense 9,405,370 Coverage provided by CIRSA is as follows: 1) $250,000 per claim/occurrence property; 2) $1,000,000 per claim/occurrence liability; and 3) $150,000 per claim/occurrence crime. CIRSA has also acquired additional excess coverage from outside sources. The Town may be liable for any losses in excess of the above coverage. At December 31, 2021, the Town does not expect to incur losses in excess of the above coverage. Surpluses or deficits for any year are subject to change for reasons which include: interest earnings on invested amounts for those years and funds, re-estimation of losses for those years and funds, and credits or distributions from surplus for those years and funds. DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D26 V.Other Information (continued) G. Related Party Transactions During 2021, a third-party vendor controlled by the son of a Town Council member for the Town of Fraser provided road construction services totaling $15,894. H.Tax Abatements 1.Fraser Still Project The Town has entered into an Agreement for Certain Economic Inducements and Incentives in order to meet development goals within certain areas of the Town. According to the agreement, the development area Fraser Still Project has the following continuing development requirements or abatement agreements requiring disclosure: Revenues impacted Amo unt Requirement s Permi t and Re vi ew Fees Re bate of $1.000 per square foot of new usable commercial spac e construc ted Paid to the owner Sales tax 100% for five year s from date of CO issuanc e, 50% of sales tax for 5 additi onal year s thereaf ter Paid to the owner Us e Ta x 100% of the buildi ng and construc ti on use tax Waived Ad va lor em real and per sonal proper ty taxes 100% for the tax year preceding the date of CO issuance and four year s ther eafter Paid to the owner Plant inve stment fees Due in three annual installments wi thout inter est, 1 year after the date of CO issuance Paid to the To wn Servi ce fees Waived until the ear li er of issuance of CO, or June 6, 2020 Waived In exchange to the above tax abatements, the owner agrees to develop and run a distillery business on the property.During the year ended December 31, 2021, the Town reimbursed Sales Tax of $31,788 to the Youngs Real Estate CO LLC, owners of Fraser Valley Distilling. The Town also deferred Plant Investment Fees of $10,133. Service Fees are no longer waived per the agreement. DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D27 V.Other Information (continued) H.Tax Abatements (continued) 2.Watt Investments, LLP The Town has entered into an Agreement for Certain Economic Inducements and Incentives in order to meet development goals within certain areas of the Town. According to the agreement, the development area Vicious Cycle has the following continuing development requirements or abatement agreements requiring disclosure: Revenues impacted Amo unt Requir ement s Permi t and Re vi ew Fees Re bate of $1.000 per square foot of new usable comme rcial spac e constr uc ted Pai d to the owner Sales tax 100% for five year s from date of CO issuanc e, 50% of sales tax for 5 addi ti onal year s ther eaf ter Pai d to the owner Us e Ta x 100% of the bui ldi ng and constr uc ti on use tax Waived Ad va lor em real and per sonal proper ty taxes 100% for the tax year preceding the date of CO issuanc e and four year s ther eafter Pai d to the owner Plant inve stment fees Due in three annual installments wi thout inter est, 1 year after the date of CO issuanc e Pai d to the To wn Servi ce fees Waived until the ear li er of issuanc e of CO, or Oc tober 9, 2022 Waived In exchange to the above tax abatements, the owner agrees to develop and run a retail business on the property. During the year ended December 31, 2021, the Town still owes the Permit and Review Fees of $4,717 to Watt Investments LLP, owners of Vicious Cycle Brewing. Vicious Cycle Brewing is still in the building phase so reimbursement of Sales Tax has not occurred.The Town also waived Service Fees of $767. Plant Investment Fees of $30,400 is still deferred. (THE REMAINDER OF THIS PAGE IS INTENTIONALLY LEFT BLANK) DRAFT Town of Fraser Notes to the Financial Statements December 31, 2021 (Continued) D28 V.Other Information (continued) H.Tax Abatements (continued) 3.Grand Park The Town has entered into an Agreement for Certain Economic Inducements and Incentives in order to meet development goals within certain areas of the Town. According to the agreement, the development area Village at Grand Park has the following continuing development requirements or abatement agreements requiring disclosure: Revenues impacted Amo unt Requir ement s Permi t and Re vi ew Fees Re bate of $1.000 per square foot of new usable comme rcial spac e constr uc ted Pai d to the owner Sales tax 100% for five year s from date of CO issuanc e, 50% of sales tax for 5 addi ti onal year s ther eaf ter Pai d to the owner Us e Ta x 100% of the bui ldi ng and constr uc ti on use tax Waived Ad va lor em real and per sonal proper ty taxes 100% for the tax year preceding the date of CO issuanc e and four year s ther eafter Pai d to the owner Plant inve stment fees Due in three annual installments wi thout inter est, 1 year after the date of CO issuanc e Pai d to the To wn Servi ce fees Waived until the ear li er of issuanc e of CO, or June 7, 2020 Waived In exchange to the above tax abatements, the owner agrees to develop and run a retail business on the property. During the year ended December 31, 2021, the Town still owes the Permit and Review Fees of $40,321 to Grand Park, owners of Village at Grand Park. The Village at Grand Park buildings are still in the building phase so reimbursement of Sales Tax has not occurred. Plant Investment Fees of $60,800 is still deferred.Service Fees are no longer waived per the agreement. 4.Prepaid Plant Investment Fees The Town also entered into annexation agreements with two developers that provided for the use of Plant Investment Fees to fund water system capital improvements within the developments. The agreements essentially provide that the Town will not retain Plant Investment Fees paid by building permit applicants within these developments until such time as the total Plant Investment Fees paid exceeds the certified costs of regional water capital improvements within the developments. Currently the developers have certified water regional infrastructure improvements totaling $6,266,976 and a total of $5,039,504 of Plant Investment Fees have been rebated to the developers. The Plant Investment fees from Rendezvous Residential Metro District have been reimbursed in full as of July 23, 2020. The remaining balance is to be rebated to Byers View Metro District. The above agreements were authorized by the Town Board after analyzing criteria that includes the ability to encourage development within the specific abatement area. DRAFT REQUIRED SUPPLEMENTARY INFORMATION DRAFT 2020 Original and Variance Final Positive Budget Actual (Negative)Actual Revenues: Taxes 3,339,700 5,561,047 2,221,347 4,509,408 Licenses and fees 135,000 285,903 150,903 253,501 Charges for services 50,000 152,385 102,385 159,139 Intergovernmental 735,000 303,394 (431,606) 640,973 Interest 35,000 3,324 (31,676) 33,214 Other revenue 187,500 182,006 (5,494) 280,221 Total Revenues 4,482,200 6,488,059 2,005,859 5,876,456 Expenditures: General government 2,413,953 1,802,766 611,187 1,386,431 Public safety 650,000 587,763 62,237 619,683 Public works 2,370,425 1,947,808 422,617 1,925,780 Culture and recreation 1,282,472 30,866 1,251,606 14,863 Total Expenditures 6,716,850 4,369,203 2,347,647 3,946,757 Excess (Deficiency) of Revenues Over Expenditures (2,234,650) 2,118,856 4,353,506 1,929,699 Other Financing Sources (Uses): Transfer in 16,379 - (16,379) - Transfer (out)(585,500) (110,000) 475,500 (60,000) Total Other Financing (Uses)(569,121) (110,000) 459,121 (60,000) Excess (Deficiency) of Revenues Over Expenditures and Other Financing Sources (Uses)(2,803,771) 2,008,856 4,812,627 1,869,699 Fund Balances - Beginning of Year 2,835,060 6,520,545 3,685,485 4,650,846 Fund Balances - End of Year 31,289 8,529,401 8,498,112 6,520,545 2021 Town of Fraser, Colorado General Fund Schedule of Revenues, Expenditures and Changes in Fund Balances Budget (GAAP Basis) and Actual For the Year Ended December 31, 2021 (With Comparative Actual Amounts for 2020) The accompanying notes are an integral part of these financial statements. E1 DRAFT 2020 Original and Variance Final Positive Budget Actual (Negative)Actual Taxes: Property 350,000 352,469 2,469 334,794 Specific ownership 12,000 27,175 15,175 24,947 Sales & use 2,915,000 5,043,411 2,128,411 4,073,271 Franchise 55,000 130,862 75,862 69,491 Motor vehicle 4,500 - (4,500) - Cigarette 3,200 7,130 3,930 6,905 Total 3,339,700 5,561,047 2,221,347 4,509,408 Licenses and Fees: Business license fees 15,000 13,960 (1,040) 15,783 Regulated Industry fees 120,000 271,943 151,943 237,718 Total 135,000 285,903 150,903 253,501 Charges for services: Planning and building fees 40,000 121,205 81,205 78,587 Disposable bag fees 10,000 31,180 21,180 18,478 Other charges - - - 62,074 Total 50,000 152,385 102,385 159,139 Intergovernmental: Grant revenue 735,000 303,394 (431,606) 640,973 Total 735,000 303,394 (431,606) 640,973 Interest: Earnings on deposits 35,000 3,324 (31,676) 33,214 Total 35,000 3,324 (31,676) 33,214 Other: Other income 175,500 174,587 (913) 269,836 Rents 12,000 7,419 (4,581) 10,385 Total 187,500 182,006 (5,494) 280,221 Other Financing Sources: Transfer in 16,379 - (16,379) - Total 16,379 - (16,379) - Total Revenues 4,498,579 6,488,059 1,989,480 5,876,456 2021 Town of Fraser, Colorado General Fund Schedule of Revenues Budget (GAAP Basis) and Actual For the Year Ended December 31, 2021 (With Comparative Actual Amounts for 2020) The accompanying notes are an integral part of these financial statements. E2 DRAFT 2020 Original and Variance Final Positive Budget Actual (Negative)Actual General Government: Town board salaries 60,325 48,469 11,856 46,144 Town board community enhancement 975,250 317,323 657,927 381,609 Miscellaneous 10,500 12,349 (1,849) 7,935 Administrative salaries 667,200 657,571 9,629 477,046 Other purchased services 602,278 624,785 (22,507) 395,302 Utilities 17,400 20,542 (3,142) 18,247 Property management 81,000 46,502 34,498 73,755 Fiscal agent salaries - 37,425 (37,425) (13,607) Capital outlay - 37,800 (37,800) - Total General Government 2,413,953 1,802,766 611,187 1,386,431 Public Safety 650,000 587,763 62,237 619,683 Total Public Safety 650,000 587,763 62,237 619,683 Public Works Salaries and benefits 1,050,850 728,505 322,345 925,663 Other purchased services 419,575 323,355 96,220 339,613 Utilities 9,000 9,145 (145) 8,479 Property management 60,500 117,871 (57,371) 39,443 Capital outlay 830,500 768,932 61,568 612,582 Total Public Works 2,370,425 1,947,808 422,617 1,925,780 Culture and Recreation Salaries and benefits 1,260,000 12,470 1,247,530 770 Other purchased services 15,000 15,439 (439) 11,790 Utilities 2,472 2,424 48 2,183 Property management 5,000 533 4,467 120 Total Culture and Recreation 1,282,472 30,866 1,251,606 14,863 Other Financing Uses Transfer out 585,500 110,000 475,500 60,000 Total Financing Sources 585,500 110,000 475,500 60,000 Total Expenditures 7,302,350 4,479,203 2,823,147 4,006,757 2021 Town of Fraser, Colorado General Fund Schedule of Expenditures and Transfers Budget (GAAP Basis) and Actual For the Year Ended December 31, 2021 (With Comparative Actual Amounts for 2020) The accompanying notes are an integral part of these financial statements. E3 DRAFT Conservation Trust Fund 2020 Original and Variance Final Positive Budget Actual (Negative)Actual Revenues: Lottery proceeds 6,800 8,107 1,307 6,738 Interest 75 11 (64) 107 Total Revenues 6,875 8,118 1,243 6,845 Other Financing Uses Transfer (Out)(10,000) - 10,000 - Total Financing Sources (10,000) - 10,000 - Excess (Deficiency) of Revenues Over Expenditures (3,125) 8,118 11,243 6,845 Fund Balances - Beginning of Year 20,637 20,608 (29) 13,763 Fund Balances - End of Year 17,512 28,726 11,214 20,608 Schedule of Revenues, Expenditures and Changes in Fund Balances Special Revenue Fund Town of Fraser, Colorado 2021 For the Year Ended December 31, 2021 (With Comparative Actual Amounts for 2020) Budget (GAAP Basis) and Actual The accompanying notes are an integral part of these financial statements. E4 DRAFT Restricted Revenue Fund 2020 Original and Variance Final Positive Budget Actual (Negative)Actual Revenues: Taxes 687,500 1,078,117 390,617 936,728 Intergovernmental 11,000 21,460 10,460 11,000 Interest 500 256 (244) 1,257 Total Revenues 699,000 1,099,833 400,833 948,985 Expenditures: General government Transportation 680,000 570,290 109,710 518,215 Trails 55,000 69,927 (14,927) 51,525 Total Expenditures 735,000 640,217 94,783 569,740 Excess (Deficiency) of Revenues Over Expenditures (36,000) 459,616 495,616 379,245 Fund Balances - Beginning of Year 38,838 537,577 498,739 158,332 Fund Balances - End of Year 2,838 997,193 994,355 537,577 2021 Town of Fraser, Colorado Special Revenue Fund Schedule of Revenues, Expenditures and Changes in Fund Balances Budget (GAAP Basis) and Actual For the Year Ended December 31, 2021 (With Comparative Actual Amounts for 2020) The accompanying notes are an integral part of these financial statements. E5 DRAFT SUPPLEMENTARY INFORMATION DRAFT 2020 Original and Variance Final Positive Budget Actual (Negative)Actual Revenues: Interest 1,000 17 (983) 254 Total Revenues 1,000 17 (983) 254 Excess (Deficiency) of Revenues Over Expenditures 1,000 17 (983) 254 Fund Balances - Beginning of Year 2,573 35,521 32,948 35,267 Fund Balances - End of Year 3,573 35,538 31,965 35,521 Schedule of Revenues, Expenditures and Changes in Fund Balances Debt Service Fund Town of Fraser, Colorado 2021 For the Year Ended December 31, 2021 (With Comparative Actual Amounts for 2020) Budget (GAAP Basis) and Actual The accompanying notes are an integral part of these financial statements. F1 DRAFT 2020 Original and Variance Final Positive Budget Actual (Negative)Actual Revenues: Highway users revenue 47,394 58,884 11,490 47,218 Earnings on investments 2,500 92 (2,408) 2,170 Total Revenues 49,894 58,976 9,082 49,388 Expenditures: Capital lease 115,000 106,496 8,504 106,496 Equipment 260,000 53,873 206,127 56,464 Total Expenditures 375,000 160,369 214,631 162,960 Excess (Deficiency) of Revenues Over Expenditures (325,106) (101,393) 223,713 (113,572) Other Financing Sources: Transfer In 200,000 200,000 - 60,000 Sale of assets - 8,730 8,730 - Total Other Financing Sources 200,000 208,730 8,730 60,000 Excess (Deficiency) of Revenues and Other Financing Sources Over Expenditures (125,106) 107,337 232,443 (53,572) Fund Balances - Beginning of Year 139,839 205,695 65,856 259,267 Fund Balances - End of Year 14,733 313,032 298,299 205,695 Capital Equipment Replacement Fund Town of Fraser, Colorado (With Comparative Actual Amounts for 2020) 2021 For the Year Ended December 31, 2021 Budget (GAAP Basis) and Actual Schedule of Revenues, Expenditures and Changes in Fund Balances The accompanying notes are an integral part of these financial statements. F2 DRAFT 2020 Original and Variance Final Positive Budget Ac tual (Negative)Actual Revenues: Tap fees 7,700 586,365 578,665 182,389 User fees 1,102,000 1,118,075 16,075 1,077,517 Water meter fees 50,000 92,462 42,462 32,084 Interest income 6,000 953 (5,047) 9,341 Excavation permits 275 2,475 2,200 2,250 Other 2,500 3,912 1,412 3,844 Total Revenues 1,168,475 1,804,242 635,767 1,307,425 Expenditures: Personnel: Salaries 336,000 317,521 18,479 305,223 Retirement 15,000 16,499 (1,499) 14,501 Health insurance 80,000 62,852 17,148 67,048 Travel and training 9,000 1,822 7,178 3,185 Total 440,000 398,694 41,306 389,957 Commodities: Insurance 27,000 15,620 11,380 14,422 Supplies 108,000 80,202 27,798 56,192 System repair and maintenance 447,000 118,435 328,565 167,329 Testing 10,000 2,787 7,213 17,970 Telephone 10,000 11,582 (1,582) 11,298 Utilities 50,000 42,163 7,837 40,979 Miscellaneous 69,500 5,763 63,737 11,231 Total 721,500 276,552 444,948 319,421 Contractual: Legal 65,000 55,381 9,619 77,298 Engineering 100,000 104,986 (4,986) 46,427 Other professional services 60,500 4,604 55,896 8,613 Professional memberships 9,500 5,542 3,958 5,814 Total 235,000 170,513 64,487 138,152 Other: Transfer to Other Fund 52,700 45,000 7,700 - Capital projects and purchases 425,000 - 425,000 - Water rights 45,000 10,104 34,896 10,182 Total 522,700 55,104 467,596 10,182 Total Expenditures 1,919,200 900,863 1,018,337 857,712 Excess (Deficiency) of Revenues Over Expenses (Budget Basis)(750,725) 903,379 1,654,104 449,713 Reconciliation from Budget Basis to GAAP Basis: Capitalized assets 6,500 73,734 Depreciation (397,430) (396,586) Excess (Deficiency) of Revenues Over Expenses (GAAP Basis)512,449 126,861 Net Position - Beginning of Year 11,404,593 11,277,732 Net Position - End of Year 11,917,042 11,404,593 2021 Town of Fraser, Colorado Enterprise Fund Water Fund Schedule of Revenues, Expenditures and Change in Net Position Budget (Non-GAAP) Basis and Actual With Reconciliation to GAAP Basis (With Comparative Actual Amounts for 2020) For the Year Ended December 31, 2021 The accompanying notes are an integral part of these financial statements. F3 DRAFT 2020 Original and Variance Final Positive Budget Actual (Negative)Actual Revenues: Tap fees 300,000 796,875 496,875 180,000 User fees 991,000 902,465 (88,535) 864,769 Management fees 29,000 29,000 - 29,000 Interest income 18,500 3,084 (15,416) 50,972 Other - 1,543 1,543 - Total Revenues 1,338,500 1,732,967 394,467 1,124,741 Expenditures: Personnel: Salaries 353,000 336,963 16,037 308,333 Retirement 17,000 17,372 (372) 13,782 Health insurance 83,000 66,222 16,778 66,911 Travel and training 8,000 368 7,632 700 Total 461,000 420,925 40,075 389,726 Commodities: Insurance 7,000 10,137 (3,137) 9,027 Supplies 2,500 958 1,542 1,649 System repair and maintenance 455,500 420,083 35,417 854,243 Testing 1,000 - 1,000 - Telephone 2,000 3,436 (1,436) 3,256 Miscellaneous 3,000 4,011 (1,011) 1,038 Total 471,000 438,625 32,375 869,213 Contractual: Legal 5,000 - 5,000 - Engineering 20,000 - 20,000 82,690 Other professional services 312,500 274,989 37,511 246,338 Treasurer's and bank fees 100 - 100 - Professional memberships 6,000 5,314 686 5,252 Total 343,600 280,303 63,297 334,280 Other: Transfer to Other Fund 845,000 45,000 800,000 - Capital Reserve payments - - - 982,034 Total 845,000 45,000 800,000 982,034 Total Expenditures 2,120,600 1,184,853 935,747 2,575,253 Excess (Deficiency) of Revenues Over Expenses (Budget Basis)(782,100) 548,114 1,330,214 (1,450,512) Reconciliation from Budget Basis to GAAP Basis: Capitalized assets 264,624 773,118 Depreciation (548,999) (446,229) Capitalized capital reserve payments - 982,034 Excess (Deficiency) of Revenues Over Expenses (GAAP Basis)263,739 (141,589) Net Position - Beginning of Year 16,905,178 17,046,767 Net Position - End of Year 17,168,917 16,905,178 For the Year Ended December 31, 2021 (With Comparative Actual Amounts for 2020) 2021 Town of Fraser, Colorado Enterprise Fund Wastewater Fund Schedule of Revenues, Expenditures and Change in Net Position Budget (Non-GAAP) Basis and Actual With Reconciliation to GAAP Basis The accompanying notes are an integral part of these financial statements. F4 DRAFT 2020 Final Budget Variance Original Final Positive Budget Budget Actual (Negative)Actual Revenues: JF operating charges 957,700 1,184,533 956,420 (228,113) 763,219 JF capital reserve contributions - - - - 2,882,400 Interest revenue 15,400 15,400 1,275 (14,125) 31,110 Other revenue - - 5,182 5,182 - Transfer-In - 38,502 27,277 (11,225) - Total Revenues 973,100 1,238,435 990,154 (248,281) 3,676,729 Expenses: Training programs 3,000 4,500 450 4,050 350 Travel, meals and lodging 3,000 4,500 - 4,500 - Meals and entertainment 300 600 57 543 45 Professional fees 16,000 48,500 194,263 (145,763) 472,014 Engineering fees 10,000 12,500 4,242 8,258 5,125 Financial services - - 59 (59) 23 Sludge removal 70,000 77,000 71,829 5,171 59,495 Other professional services 10,000 14,000 7,881 6,119 2,590 Insurance 45,000 55,000 37,199 17,801 36,296 Advertising 1,000 1,100 44 1,056 - Plant maintenance & repair 55,000 61,000 36,189 24,811 45,778 Grounds maintenance 1,000 2,000 669 1,331 1,272 Equipment rental 500 1,000 85 915 268 Professional memberships 600 900 216 684 180 Operating supplies 60,000 111,300 117,839 (6,539) 27,509 Equipment purchase and repair 20,000 32,000 21,023 10,977 17,525 Testing 55,000 73,000 70,382 2,618 61,718 Permits 10,000 15,000 - 15,000 - Utilities 186,800 213,600 220,042 (6,442) 182,569 Vehicles 8,000 8,000 12,007 (4,007) 3,861 Miscellaneous 2,000 2,500 3,625 (1,125) 500 Capital projects 1,035,000 1,035,500 785,789 249,711 4,734,412 Lease purchase - interest - - - - - Payroll expenses 400,500 484,535 323,706 160,829 304,626 Total Expenses 1,992,700 2,258,035 1,907,596 350,439 5,956,156 Excess (Deficiency) of Revenues Over Expenses (Budget Basis)(1,019,600) (1,019,600) (917,442) 102,158 (2,279,427) Reconciliation from Budget Basis to GAAP Basis: Capital reserve reduced by capital expenses 923,899 5,192,938 Capital reserve increased by contributions - (2,882,401) Capital reserve increased by interest income (1,178) (31,110) Capital reserve increased by other income (5,182) - Operating reserve increased by interest income (97) - Proceeds from sale of asset to gain or loss on sale - - Excess (Deficiency) of Revenues Over Expenses (GAAP Basis)- - JF Operations and Maintenance Schedule of Revenues & Expenses 2021 Town of Fraser, Colorado For the Year Ended December 31, 2021 (With Comparative Actual Amounts for 2020) Budget (Non-GAAP) Basis and Actual With Reconciliation to GAAP Basis The accompanying notes are an integral part of these financial statements. F5 DRAFT Form Approved The public report burden for this information collection is estimated to average 380 hours annually. OMB No. 2125-0032 City or County: Town of Fraser, Colorado YEAR ENDING : December 2021 This Information From The Records Of (example - City of _ or County of _):Prepared By: Rob Clemens Town of Fraser, Colorado Phone:970-531-9938 A. Local B. Local C. Receipts from D. Receipts from Motor-Fuel Motor-Vehicle State Highway-Federal Highway Taxes Taxes User Taxes Administration 1. Total receipts available 2. Minus amount used for collection expenses 3. Minus amount used for nonhighway purposes 4. Minus amount used for mass transit 5. Remainder used for highway purposes AMOUNT AMOUNT A. Receipts from local sources:A. Local highway disbursements: 1. Local highway-user taxes 1. Capital outlay (from page 2)744,441 a. Motor Fuel (from Item I.A.5.) 2. Maintenance:302,139 b. Motor Vehicle (from Item I.B.5.) 3. Road and street services: c. Total (a.+b.) a. Traffic control operations 15,668 2. General fund appropriations 1,006,158 b. Snow and ice removal 474,791 3. Other local imposts (from page 2)1,164,867 c. Other 0 4. Miscellaneous local receipts (from page 2)92 d. Total (a. through c.)490,459 5. Transfers from toll facilities 0 4. General administration & miscellaneous 86,326 6. Proceeds of sale of bonds and notes: 5. Highway law enforcement and safety 641,636 a. Bonds - Original Issues 0 6. Total (1 through 5)2,265,001 b. Bonds - Refunding Issues 0 B. Debt service on local obligations: c. Notes 0 1. Bonds: d. Total (a. + b. + c.)0 a. Interest 0 7. Total (1 through 6)2,171,117 b. Redemption 0 B. Private Contributions 0 c. Total (a. + b.)0 C. Receipts from State government 2. Notes: (from page 2)93,884 a. Interest 0 D. Receipts from Federal Government b. Redemption 0 (from page 2)0 c. Total (a. + b.)0 E. Total receipts (A.7 + B + C + D)2,265,001 3. Total (1.c + 2.c)0 C. Payments to State for highways 0 D. Payments to toll facilities 0 E. Total disbursements (A.6 + B.3 + C + D)2,265,001 Opening Debt Amount Issued Redemptions Closing Debt A. Bonds (Total)0 1. Bonds (Refunding Portion)0 0 B. Notes (Total)0 A. Beginning Balance B. Total Receipts C. Total Disbursements D. Ending Balance E. Reconciliation 0 2,265,001 2,265,001 0 (0) Notes and Comments: FORM FHWA-536 (Rev.06/2000) PREVIOUS EDITIONS OBSOLETE Excel (Next Page) 1 LOCAL HIGHWAY FINANCE REPORT I. DISPOSITION OF HIGHWAY-USER REVENUES AVAILABLE FOR LOCAL GOVERNMENT EXPENDITURE ITEM III. DISBURSEMENTS FOR ROAD V. LOCAL ROAD AND STREET FUND BALANCE ITEM II. RECEIPTS FOR ROAD AND STREET PURPOSES IV. LOCAL HIGHWAY DEBT STATUS (Show all entries at par) ITEM AND STREET PURPOSES F6 {08C56E5B-3114-434B-822F-D324B21FFE81}.xls DRAFT STATE: Colorado YEAR ENDING (mm/yy): December 2021 AMOUNT AMOUNT A.3. Other local imposts:A.4. Miscellaneous local receipts: a. Property Taxes and Assessments 352,469 a. Interest on investments 92 b. Other local imposts: b. Traffic Fines & Penalities 0 1. Sales Taxes 54,280 c. Parking Garage Fees 0 2. Infrastructure & Impact Fees 730,943 d. Parking Meter Fees 0 3. Liens 0 e. Sale of Surplus Property 0 4. Licenses 0 f. Charges for Services 0 5. Specific Ownership &/or Other 27,175 g. Other Misc. Receipts 0 6. Total (1. through 5.)812,398 h. Other 0 c. Total (a. + b.)1,164,867 i. Total (a. through h.)92 (Carry forward to page 1) (Carry forward to page 1) AMOUNT AMOUNT C. Receipts from State Government D. Receipts from Federal Government 1. Highway-user taxes 58,884 1. FHWA (from Item I.D.5.) 2. State general funds 2. Other Federal agencies: 3. Other State funds: a. Forest Service 0 a. State bond proceeds b. FEMA 0 b. Project Match c. HUD 0 c. Motor Vehicle Registrations 0 d. Federal Transit Admin 0 d. Other (Specify) - DOLA Grant 0 e. U.S. Corps of Engineers 0 e. Other (Specify)35,000 f. Other Federal 0 f. Total (a. through e.)35,000 g. Total (a. through f.)0 4. Total (1. + 2. + 3.f)93,884 3. Total (1. + 2.g) (Carry forward to page 1) ON NATIONAL OFF NATIONAL HIGHWAY HIGHWAY TOTAL SYSTEM SYSTEM (a)(b)(c) A.1. Capital outlay: a. Right-Of-Way Costs 100,000 0 100,000 b. Engineering Costs 5,770 38,950 44,720 c. Construction: (1). New Facilities 0 35,000 35,000 (2). Capacity Improvements 0 0 0 (3). System Preservation 0 564,721 564,721 (4). System Enhancement & Operation 0 0 0 (5). Total Construction (1) + (2) + (3) + (4)0 599,721 599,721 d. Total Capital Outlay (Lines 1.a. + 1.b. + 1.c.5)105,770 638,671 744,441 (Carry forward to page 1) Notes and Comments: FORM FHWA-536 2 III. DISBURSEMENTS FOR ROAD AND STREET PURPOSES - DETAIL II. RECEIPTS FOR ROAD AND STREET PURPOSES - DETAIL LOCAL HIGHWAY FINANCE REPORT ITEM ITEM ITEM ITEM F7 DRAFT McMahan and Associates, l.l.c. Certified Public Accountants and Consultants Web Site: www.mcmahancpa.com Chapel Square, Bldg C Main Office: (970) 845-8800 245 Chapel Place, Suite 300 Facsimile: (970) 845-8108 P.O. Box 5850, Avon, CO 81620 E-mail: mcmahan@mcmahancpa.com Member: American Institute of Certified Public Accountants Paul J. Backes, CPA, CGMA Avon: (970) 845-8800 Michael N. Jenkins, CA, CPA, CGMA Aspen: (970) 544-3996 Daniel R. Cudahy, CPA, CGMA Frisco: (970) 668-3481 M & A The Honorable Mayor and Fraser Town Board Town of Fraser P.O. Box 120 Fraser, Colorado 80442 We have audited the financial statements of the Town of Fraser for the year ended December 31, 2021. Professional standards require that we provide you with the following information related to our audit. Qualitative Aspects of Accounting Policies Management is responsible for the selection and use of appropriate accounting policies. The significant accounting policies used by the Town of Fraser are described in the Notes to the financial statements. No new accounting policies were adopted and the application of existing policies was not changed during the year. We noted no transactions entered into during the year for which there is a lack of authoritative guidance or consensus. There are no significant transactions that have been recognized in the financial statements in a different period than when the transaction occurred. Accounting estimates are an integral part of the financial statements prepared by management and are based on management’s knowledge and experience about past and current events and assumptions about future events. Certain accounting estimates are particularly sensitive because of their significance to the financial statements and because of the possibility that future events affecting them may differ significantly from those expected. The most sensitive estimates affecting the financial statements were: Estimated useful lives for depreciation on fixed assets: Management’s estimate of useful lives is based on industry practice and experience. We evaluated the key factors and assumptions used to develop the useful lives used in determining depreciation and found that it is reasonable in relation to the financial statements taken as a whole. Estimated allowance for uncollectible accounts receivable ($0) at December 31, 2021 Management’s estimate is based on their experience with utility customers and developers, together with actual collections history since year-end. We believe this estimate is reasonable relative to the financial statements taken as a whole. Difficulties Encountered in Performing the Audit We encountered no significant difficulties in dealing with management in performing and completing our audit. Corrected and Uncorrected Misstatements Professional standards require us to accumulate all known and likely misstatements identified during the audit, other than those that are trivial, and communicate them to the appropriate level of management. Management has corrected all such misstatements prior to reporting the Town’s year-end financial report. The following material misstatements were corrected by management prior to issuance of the audited financial statements: Capitalize capital asset additions and record depreciation expense. Adjust Joint Facilities Fund reserve accounts for reserve activities. DRAFT Town of Fraser Page 2 Disagreements with Management For purposes of this letter, professional standards define a disagreement with management as a financial accounting, reporting, or auditing matter, whether or not resolved to our satisfaction, that could be significant to the financial statements or the auditor’s report. We are pleased to report that no such disagreements arose during the course of our audit. Management Representations As is required in an audit engagement we have requested certain representations from management that are included in the management representation letter. Governmental Accounting Standards Board Statement 87 Financial reporting standards for the Town are promulgated by the Governmental Accounting Standards Board (“GASB”). GASB has issued Statement 87 (“GASB 87”), which will require recognition of certain lease assets and liabilities for leases that previously were classified as operating leases and recognized as inflows of resources or outflows of resources based on the payment provisions of the contract. GASB 87 is required to be implemented for periods beginning after June 15, 2021, So the Town’s financial statements as of and for the year ending December 31, 2022, must reflect the changes imposed by this new reporting standard. Early implementation of GASB 87 is permitted. We will work with you to support implementation of this new standard and the related presentation considerations over the coming years. Recommendation Restrictively endorsing Checks received. It was noted that checks do not always get restrictively endorsed when they are received/opened. This is done part of the time but not all of the time. It is recommended that checks be restrictively endorsed immediately to limit risk associated with these. Review and Initial of Void Report. A void report for cash receipts is not currently being run, reviewed, and initialed to indicate completion of review. It is recommended that these reports be run monthly and reviewed by the finance manager to ensure that all voids being made are appropriate and are approved. Review and Initial of Utility Billing Adjustments. A utility billing adjustment report is not currently being run, reviewed, and initialed to indicate completion of review. It is recommended that these reports be run monthly and reviewed by the finance manager to ensure that all adjustments associated with utility billing being made are appropriate and are approved. This report is intended solely for the information and use of the Town Board, management, and others within the organization and is not intended to be, and should not be, used by anyone other than those specified parties. Sincerely, McMahan and Associates, L.L.C. July 10, 2022 DRAFT Town of Fraser, Colorado McMahan & Associates, LLC P.O. Box 5850 Avon, Colorado 81620 This representation letter is provided in connection with your audit of the financial statements of Town of Fraser, Colorado (the “Town”), which comprise the respective financial position of the governmental activities, the business-type activities, each major fund, and the aggregate remaining fund information as of December 31, 2021, and the respective changes in financial position and, where applicable, cash flows for the year then ended, and the related notes to the financial statements, for the purpose of expressing opinions as to whether the financial statements are presented fairly, in all material respects, in accordance with accounting principles generally accepted in the United States of America. Certain representations in this letter are described as being limited to matters that are material. Items are considered material, regardless of size, if they involve an omission or misstatement of accounting information that, in light of surrounding circumstances, makes it probable that the judgment of a reasonable person relying on the information would be changed or influenced by the omission or misstatement. An omission or misstatement that is monetarily small in amount could be considered material as a result of qualitative factors. We confirm, to the best of our knowledge and belief, as of the date of this letter, the following representations made to you during your audit. Financial Statements We have fulfilled our responsibilities, as set out in the terms of the audit agreement dated January 28, 2022. The financial statements referred to above are fairly presented in conformity with accounting principles generally accepted in the United States of America and include all properly classified funds and other financial information of the primary government and all component units required by accounting principles generally accepted in the United States of America to be included in the financial reporting entity. We acknowledge our responsibility for the design, implementation, and maintenance of internal control relevant to the preparation and fair presentation of financial statements that are free from material misstatement, whether due to fraud or error. We acknowledge our responsibility for the design, implementation, and maintenance of internal control to prevent and detect fraud. Significant assumptions we used in making accounting estimates are reasonable. Related party relationships and transactions, including revenues, expenditures/expenses, loans, transfers, leasing arrangements, and guarantees, and amounts receivable from or payable to related parties have been appropriately accounted for and disclosed in accordance with the requirements of accounting principles generally accepted in the United States of America. All events subsequent to the date of the financial statements and for which accounting principles generally accepted in the United States of America require adjustment or disclosure have been adjusted or disclosed. No events, including instances of noncompliance, have occurred subsequent to the balance sheet date and through the date of this letter that would require adjustment to or disclosure in the aforementioned financial statements. The effects of all known actual or possible litigation, claims, and assessments have been accounted for and disclosed in accordance with accounting principles generally accepted in the United States of America. McMahan & Associates, LLC RE: Town of Fraser, Colorado Page 2 of 4 Financial Statements (continued) We are in agreement with the adjusting entries you have proposed, and they have been posted to the Town’s accounts. Guarantees, whether written or oral, under which the Town is contingently liable, if any, have been properly recorded or disclosed. As part of your engagement, you assisted with preparation of the financial statements and related notes. We have designated an individual with suitable skill, knowledge, or experience to oversee your services and have made all management decisions and performed all management functions. We have reviewed, approved, and accepted responsibility for those financial statements and related notes. With regard to investments and other instruments reported at fair value: o The underlying assumptions are reasonable and they appropriately reflect management’s intent and ability to carry out its stated courses of action. o The measurement methods and related assumptions used in determining fair value are appropriate in the circumstances and have been consistently applied. o The disclosures related to fair values are complete, adequate, and in accordance with U.S. GAAP. o There are no subsequent events that require adjustments to the fair value measurements and disclosures included in the financial statements. Information Provided We have provided you with: o Access to all information, of which we are aware, that is relevant to the preparation and fair presentation of the financial statements, such as records, documentation, and other matters and all audit or relevant monitoring reports, if any, received from funding sources. o Additional information that you have requested from us for the purpose of the audit. o Unrestricted access to persons within the entity from whom you determined it necessary to obtain audit evidence. o Minutes of the meetings of the Town Council or summaries of actions of recent meetings for which minutes have not yet been prepared. All material transactions have been recorded in the accounting records and are reflected in the financial statements. We have disclosed to you the results of our assessment of the risk that the financial statements may be materially misstated as a result of fraud. We have no knowledge of any material fraud or suspected material fraud that affects the entity and involves: o Management, o Employees who have significant roles in internal control, or o Others where the fraud could have a material effect on the financial statements. We have no knowledge of any allegations of material fraud or suspected material fraud affecting the entity’s financial statements communicated by employees, former employees, regulators, or others. We have disclosed to you all known instances of noncompliance or suspected noncompliance with provisions of laws, regulations, contracts, or grant agreements, or abuse, whose effects should be considered when preparing financial statements. We have disclosed to you all known actual or possible litigation, claims, and assessments whose effects should be considered when preparing the financial statements. We have disclosed to you the identity of the entity’s related parties and all the related party relationships and transactions of which we are aware. McMahan & Associates, LLC RE: Town of Fraser, Colorado Page 3 of 4 Government –Specific We have made available to you all financial records and related data and all audit or relevant monitoring reports, if any, received from funding sources. There have been no communications from regulatory agencies concerning noncompliance with, or deficiencies in, financial reporting practices. We have a process to track the status of audit findings and recommendations. We have identified to you any previous audits, attestation engagements, and other studies related to the audit objectives and whether related recommendations have been implemented. We have provided our views on reported findings, conclusions, and recommendations, as well as our planned corrective actions, for the report. The Town has no plans or intentions that may materially affect the carrying value or classification of assets, liabilities, or equity. We are responsible for compliance with the laws, regulations, and provisions of contracts and grant agreements applicable to us, including tax or debt limits and debt contracts; and we have identified and disclosed to you all laws, regulations and provisions of contracts and grant agreements that we believe have a direct and material effect on the determination of financial statement amounts or other financial data significant to the audit objectives, including legal and contractual provisions for reporting specific activities in separate funds. We are aware of the fiscal requirements imposed by section 20 of Article X of the Constitution of the State of Colorado, commonly known as the “TABOR Amendment”, and have complied with these requirements appropriately. There are no violations or possible violations of budget ordinances, laws and regulations (including those pertaining to adopting, approving, and amending budgets), provisions of contracts and grant agreements, tax or debt limits, and any related debt covenants whose effects should be considered for disclosure in the financial statements, or as a basis for recording a loss contingency, or for reporting on noncompliance. Except as made known to you and disclosed in the financial statements, The Town has satisfactory title to all owned assets, and there are no liens or encumbrances on such assets nor has any asset been pledged as collateral. The Town has complied with all aspects of contractual agreements that would have a material effect on the financial statements in the event of noncompliance. We have followed all applicable laws and regulations in adopting, approving, and amending budgets. The financial statements include all component units as well as joint ventures with an equity interest, and properly disclose all other joint ventures and other related organizations. The financial statements properly classify all funds and activities. All funds that meet the quantitative criteria in GASB Statements No. 34 and No. 37 for presentation as major are identified and presented as such and all other funds that are presented as major are particularly important to financial statement users. Government –Specific (continued) Components of net position (net investment in capital assets; restricted; and unrestricted) and equity amounts are properly classified and, if applicable, approved. Deposits and investment securities are properly classified as to risk, and investments and derivative instruments, if any,are properly valued. Provisions for uncollectible receivables have been properly identified and recorded. Expenses have been appropriately classified in or allocated to functions and programs in the statement of activities, and allocations have been made on a reasonable basis. McMahan & Associates, LLC RE: Town of Fraser, Colorado Page 4 of 4 Revenues are appropriately classified in the statement of activities within program revenues, general revenues, contributions to term or permanent endowments, or contributions to permanent fund principal. Interfund, internal, and intra-entity activity and balances have been appropriately classified and reported. Special and extraordinary items are appropriately classified and reported. Capital assets, including infrastructure and intangible assets, are properly capitalized, reported, and, if applicable, depreciated. We have appropriately disclosed the Town’s policy regarding whether to first apply restricted or unrestricted resources when an expense is incurred for purposes for which both restricted and unrestricted net position are available and have determined that net position were properly recognized under the policy. We acknowledge our responsibility for the required supplementary information (“RSI”).The RSI is measured and presented within prescribed guidelines and the methods of measurement and presentation have not changed from those used in the prior period.We have disclosed to you any significant assumptions and interpretations underlying the measurement and presentation of the RSI. With respect to the supplementary information on which an "in-relation-to"opinion is issued: o We acknowledge our responsibility for presenting the supplementary information in accordance with accounting principles generally accepted in the United States of America, and we believe the supplementary information, including its form and content, is fairly presented in accordance with accounting principles generally accepted in the United States of America. The methods of measurement and presentation of the supplementary information have not changed from those used in the prior period, and we have disclosed to you any significant assumptions or interpretations underlying the measurement and presentation of the supplementary information. o If the supplementary information is not presented with the audited financial statements, we will make the audited financial statements readily available to the intended users of the supplementary information no later than the date we issue the supplementary information and the auditor’s report thereon. Town of Fraser, Colorado BY: Rob Clemens Finance Director –Town of Fraser Ed Cannon Town Manager –Town of Fraser July 10, 2022 July 10, 2022 Date Date 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 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:August 3, 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 about 250 properties registered as a short-term rental within Fraser town limits and about 50 properties operating without a short-term rental registration. 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 o Option 1: Gradual annual increases per bedroom. Beginning September 1, 2022: $150 per bedroom according to the property assessor plus every additional sleeping area with a bed, not including pull out or slide out sofas, will be counted as an additional bedroom. Studios are counted as one bedroom. Beginning September 1, 2023: $250 per bedroom according to the property assessor plus every additional sleeping area with a bed, not including pull out or slide out sofas, will be counted as an additional bedroom. Studios are counted as one bedroom. Beginning September 1, 2024: $350 per bedroom according to the property assessor plus every additional sleeping area with a bed, not including pull out or slide out sofas, will be counted as an additional bedroom. Studios are counted as one bedroom. o Option 2: The permit fee per unit per year is $250 per bedroom according to the property assessor plus every additional sleeping area with a bed, not including pull out or slide out sofas, will be counted as an additional bedroom. Studios are counted as one bedroom. FINANCIAL IMPACT: 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. Project Annual Revenues 2023 STR Application Fees: $150 x 300 STRs = $45,000 STR Software: $20,000 annually Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Administration and Enforcement: $25,000 2023 STR Permit Fees (Proposed): Option 1: Gradual increase in STR Permit Fee per bedroom per unit per year STR Revenues from September 1, 2022 – August 31, 2023: $150 per Bedroom x 3 Bedrooms x 300 STRs = $135,000 Cost for a 3 Bedroom STR Registration: $150 (application fee) + $450 (permit fee) = $600 STR Revenues from September 1, 2023 – August 31, 2024: $250 per Bedroom x 3 Bedrooms x 300 STRs = $225,000 Cost for a 3 Bedroom STR Registration: $150 (application fee) + $750 (permit fee) = $900 STR Revenues beginning September 1, 2024: $350 per Bedroom x 3 Bedrooms x 300 STRs = $315,000 Cost for a 3 Bedroom STR Registration: $150 (application fee) + $1,050 (permit fee) = $1200 Option 2: Set STR Permit Fee at $250 per bedroom per unit per year STR Revenues beginning September 1, 2022: $250 per Bedroom x 3 Bedrooms x 300 STRs = $225,000 Cost for a 3 Bedroom STR Registration: $150 (application fee) + $750 (permit fee) = $900 Sales Tax Collection on Fraser STRs Year 2019 2020 2021 2022(JAN-MAY) STR Sales Tax Revenue* $251,760 $356,864 $538,296 $269,850 % Of Total Sales Tax 7%8%10%11% STR Gross Sales* $5,035,202 $7,137,274 $10,765,912 $5,396,990 *Sales tax and gross revenues are for STRs located within Fraser Town limits only. Anticipated STR Permit Revenue Uses Plant Investment Fees for Affordable Housing Deed Restriction Program Land Acquisition Affordable Housing Development o New Construction o Rehabilitation of older properties Public/Private Partnerships ENFORCEMENT: Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com 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 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 with existing housing inventory. Approving Ordinance No. 488 provides a revenue stream to affordable housing initiatives. 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 with whichever fee structure the Town Board thinks will best accomplish its affordable housing goals while being fair and equitable to short term rental property owners. Input on STR Fees “I am in favor of increasing short term rental fees as there are not enough long term rentals available for employees currently.” -Carrie Nedele, Fraser Business Owner, Tabernash Resident “I am writing to express my support for an increase in the STR registration fee in Fraser. I have personally been kicked out of a residence in Fraser when the owner decided to convert it to a short term rental, and have felt the struggle locals feel in attempting to secure another living situation on short notice. I don’t fault the landlord, because the money he stood to make from a STR far outweighed my long term lease. Short-Term Rentals are not going anywhere, they’re a part of our community. But as a town we can regulate them and make sure they’re contributing to our solutions to affordable housing. Please raise the current registration fee of $150. Thank you for your time.” -Loreta Silverio, Previous Fraser Resident, Current Winter Park Resident “Yes, the fees on Short-Term rentals should be increased to match what the commercial hotels pay. This is the exact same use as the hotels. They should be reclassified as commercial use for property tax purposes, as hotels are currently taxed at that much higher rate. Put the additional revenue into the new housing authority to pay for workforce housing. Raising the taxes on these units would drive down their value some, which would help with housing affordability.” -Ted Carney, Fraser Business Owner, Granby Resident “As a long time local business owner I feel your registration fee is too low and should be raised. I also think every STR should have an additional fee added to the price and taxes. This fee, I'm not sure how much, should be collected for the housing authority to use for real affordable housing. As a business owner and resident I don't want to see another mill levy or an increase in sales tax or any other fee that as a business or a resident that I'll have to pay. All these visitors need to pay to fix this problem. What are other communities doing that are struggling with this problem? What are the fees in other communities? Thank you for the opportunity to comment! My business is located in Fraser, but I have lived in Granby for 22 years.” -Scott Linn, Fraser Business Owner, Granby Resident “I believe that short term rental registration fees are a good way to keep track of the volume of potential rentals in the market and also a good way to raise money for the town.I have long-term rentals and there is a case that renting short term can increase my profits immensely, but I like having locals live at my rentals. I do have an AirBNB in Winter Park and like the flexibility it provides for using my condo and renting it out. Everyone should have a choice in how they use their personal house or condo. The town should be busy building and buying affordable housing, it will never be as profitable for private parties.” -Brandon Rigo, Fraser Business Owner, Evergreen Resident Short -Term Rental Ordinance Matrix Source: Colorado Association of Ski Towns Survey Agency Fees (note $) Total Sales Tax on STRs Zoning Limitations? (i.e. STRS Limits on # of nights per only allowed in certain year? zones.) Total # of housing units % of residential units with STR licenses Other Notes Aspen Avon Blue River Breckenridge Crested Butte forthcoming $75 $200/initial; $150/annual $75-$175 Iicense tax plus a regulatory fee of $400 per bedroom $750 for unlimited vacation rental license. $200 for primary residence vacation rental license lodging and sale 4% sales tax, 4% accommodation tax, 2% STR Tax for Community Housing 12.275% (includes 3.4% lodging tax) 12.275% Total 9.4% total sales tax (Town, County, State, RTA), 4% local marketing district, 7.5% vacation rental excise tax = total tax rate of 20.9% TBD Short -Term Overlay District - primarily town core no Town Counil is looking into amending the current code to establish zoning limitaions. Estimated time for changes April/May of 2022 Yes. 30% of non -deed restricted units in certain residential zone districts TBD No no Only on owner occupied units - 21 days a year Primary residence vacation rental licenses are limited to no more than 60 nights per calendar year. 4044 798 7599 - August 2021 1244 8.10% 23% 56% 16% of total residential units In process of writing a more comprehensive code The Town is considering a new tiered STR overlay relative to resident owned/occupied properties in specific areas, a registration program with health/safety/wellness components and a registration fee relative to management/administrative costs, License numbers and regulations are being reviewed Town will be reviewing and updating the vacation rental ordinance by the end of 2022. Dillon STR LICENSE FEE - $250, PARKING FEE $300 x 8 of spaces deficient 8.88% Total No No 1492 25% All STR licenses expire annually on 5/31. Durango Eagle County $750 permit fee, annual business license fee n/a Lodging, Sales sales Yes. Only allowed in 2 single family zones and in mixed -use zones no STR-specific zone limits In most circumstances, no n/a Approx 8600 33,174 1.50% currently unknown Currently beginning nexus study using vendor. Licensing likely to follow. Fees/regs TBD. Estes Park Fraser $200 base fee $50 per bedroom per Assessors $150/annually 8.7% Total 11% Total Allowed in all zoning districts except Office, Commercial Heavy and Industry zoning districts no No no approximately 5,000 "1800 unknown 45-50% Frisco Glenwood Springs Granby $250 annually $500 STR, $300 $100 applic. fee. $300 to $500 based on bedrooms 8.25% Total 11.1% Total (2.5% lodging tax) 8.2% Total No No Yes No NO No Approx 3650 4,298 per Colorado State Demographer 20.00% 2.30% Page 1 of 3 Grand County $25/pillow 4.2% Total No limitations No limits 9416 9.50% Grand Lake $600 Flat Fee 9.2% Total Leadville $325 per license wither Class 1 (owner occupied) or class 2 (non-owner occupied) 6.9% Total No No 1581 FAQ and website good source of info. Continues to be a conversation and can be amended in the future. https://cityofleadville.colorado.gov/short-term-rental- licensing Mountain Village $165 + $22 per sleeping room 8.65% Total No No estimated 1695 housing units that could be rented 0.301474926 Mt. Crested Butte $350 for new and $300 for renewal 9.9% Total No No 1676 39% Ouray Yes (new license fee: $600; annual renewal fee: $350) 3,5% Lodging/15% Excise/7.75%Sales; 24.45% Total Yes, no R-1 (low -density residential zone) 30 days rented per year as a Minimum 811(2019 ACS) 12.30% Salida First time they apply- $470 and during renewals it is $270; $3.66 per night per room rented 8.65% Total There are no specific zoning limitations but there is an Administrative Review for STRs in all zones. In residential zones there is a max 185 nights that can be rented. Roughly 2600 housing units across at zones. 3.50% Silverthorne Yes. Studio —$150; 1 Bedroom - $200; 2 Bedrooms --$250; 3 Bedrooms —$300; 4 Bedrooms —$350; 5 bedrooms —$450; 6+ bedrooms — $500 14.375% Total (new increase for lodging tax to 6%) No No 2500 8.80% None Snowmass Village $85 12.8% Total Current Moratorium in place, public engagement and STR Ordinance Draft ongoing no Do not have a specific STR license yet. Snowmass Village in the process of reviewing our STR process. Steattahoat 5prings VHR Permit $500; $75 annual renewal; new fees to be adopted with licensing ordinance 11.4% Total Considering a new overlay zone for STRs no —10,000 VHR permits 2.25%; total STRs 30% Page 2 of 3 Summit County Telluride Vail Yes, depends on license type. Resort Overlay Zone = $265 Neighborhood Zones: Type l= $215; Type 11= $320; Type III = $105 plus CUP fee: Class 2CUP = $1,650; Class 4 CUP = $4,925. Renewal= $535 for pre- existing licenses, full fee for renewals on new license types under new regulations adopted in 2021. Based on # of roo $122/room 55-510 for professionally managed units; $150 for self - managed units Sales tax =7.15% collected by State. Summit County recieves 2% of this. 8.65% Total 8.9% Total Yes, only allowed in residential zone districts. yes. Residential Zone district limits on # of rentals per year No No annual limit if property is within the Resort Overlay Zone. Within the Neighborhood Zone it depends on License type: Type I = unlimited nights for primary resident renting out a bedroom while host is present on property. Limit to 60 days per year if renting out entire home. Type 11 = limited to 135 nights per year. Type III = unlimited nights Only in Residential Zone No Approximtley 16,000 units in unincorporated County 77 7,359 Approximatley 28.4% 31% N/A $150 Flat Fee 11.2% Total No No 2,770 Long -Term rental incentive partnering with business was good metric for understanding critical current workforce housing needs, partnering closely with property management also key to new STR registration success Page 3 of 3 Reallocation of Salary and Benefit Savings to address Retention and COLA Executive Summary: The budgeted funds for salaries for FY2022 are projected to have an 8% savings across the funds, with a dollar value of approximately $192,810. This savings is a direct result of staff vacancies which required employees to cover shifts and take on additional duties. To appropriately compensate these employees for the extra work they have absorbed, Town Administration seeks a Board motion to approve allocation of budgeted and grant funds for: 1. using American Rescue Plan Act (ARPA) funds and General Fund savings to provide a one-time retention bonus for employees who have been with the Town for at least 1 year 2. using a portion of the General Fund salary savings to implement a mid-year 4% COLA salary increase for all employees The ARPA retention bonus would align to the recruitment bonuses, which have proved successful, and provide equity for employees who have supported the Town through some staffing challenges. The mid-year COLA would align the beginning of year 5% COLA raise with the 9% Consumer Price Index (CPI) employees are experiencing. Both initiatives can be funded out of budgeted 2022 dollars and may require allocations from the General Fund to the Water and JFF funds to maintain balanced budgets. These initiatives will also combat some of the signing bonuses being offered by the Town of Granby, Grand County, and the Trash Company which range from $5,000-10,000. Narrative: The high level of vacancies has resulted in approximately 8% savings in Salaries across the funds, which represents $192,810 in dollar value. At the beginning of 2022, the Town offered a 4% merit raise and 5% COLA to address the wage pressures and inflation. As of June 2022, CIP inflation has sustained around 9%. Current employees are feeling the pinch of food and fuel with 3 employees experiencing housing insecurity. This has exacerbated some tension from current employees as new hires receive signing bonuses funded through the America Rescue Plan Act (ARPA) funding. These bonuses have been successful in recruitment for 6 positions and will be necessary to fill the additional 4 open positions. ARPA funds are targeted to recruiting hard to fill positions and supporting local businesses impacted by COVID but can also be used to retain essential workers. Therefore, it is recommended to use a portion of the remaining $230,000 in ARPA funds to issue retention bonuses for our essential workers in Public Works, Utilities, and Wastewater. Due to other recruitment pressures and internal equity, non-essential workers (according to ARPA definitions) should also receive retention bonuses from the General Fund, estimated at $22,000. Bonuses offer a short-term reprieve in the face of persistent inflation above 9%. Therefore, the Town proposes a 4% mid-year COLA increase to base pay across all employees to align wages with the 9% CPI. The total cost of this increase for the remainder of 2022 is $21,012. This cost can be absorbed by the current surplus in budgeted General Fund Salaries and Benefits. This could require some transfers from the General Fund to Water and JFF funds to cover the fully burdened 4% COLA. Both initiatives address the cost of living and higher levels of competition for labor in the county. Both initiatives could be funded through mid-year surpluses of budgeted funds, however we do recommend using $52,000 of the ARPA funds to cover approximately 55% of the retention bonus costs and preserve General Fund dollars for likely 2023 wage increases. Total Current Salaries Budgeted Salaries in Casselle and BambooHR 2022 YTD Actual + Projected Salaries + Projected recruitment bonuses (Allocated)Difference % General Fund $1,298,595 $1,196,037 -$102,558 -8% Water Fund $350,659 $331,839 -$18,820 -5% Wastewater Fund $378,751 $317,156 -$61,595 -16% JFF $320,000 $310,164 -$9,836 -3% Total $2,348,005 $2,155,195 -$192,810 -8% Options Recruitment Bonuses $86,252 Projected recruitment bonuses included in Projected Salaries Retention Bonuses $74,000 FT employees who have been with town for 1 year + and did not receive other bonus Housing Support $60,000 $1k per month for 6 months - if your rent has gone up more than 10% Total $220,252 ARPA Funds for Bonuses. Salary difference in GF for Housing Support Total Proposed Salaries Budgeted Salaries in Casselle and BambooHR 2022 YTD Actual + Projected Salaries with COLA + bonuses (Allocated)Difference % General Fund $1,298,595 $1,242,230 -$56,365 -4% Water Fund $350,659 $347,261 -$3,398 -1% Wastewater Fund $378,751 $332,156 -$46,595 -12% JFF $320,000 $328,560 $8,560 3% Total $2,348,005 $2,250,207 -$97,798 -4% Items Modeled Recruitment Bonuses $86,252 included in Projected Salaries Retention Bonuses $74,000 included in projections for employees who have been with town for at least 1 year 4% Mid-year COLA $27,492 included for all FT & PT employees to align wages to CPI. Excludes Seasonal. Total $187,744 Fully Burdened Comp (Total Salaries + Benefits ) Budgeted Compensation in Casselle and BambooHR 2022 YTD Actual Comp + Projected Total Compensation (Allocated)Difference % General Fund 1,846,440 $1,754,035 -$92,405 -5% Water Fund 495,480 $497,142 $1,662 0% Wastewater Fund 533,060 $476,598 -$56,462 -12% JFF 454640 $472,397 $17,757 4% Total 3,329,620 $3,200,173 -$129,447 -4% Itemized Expenses Recruitment Bonuses $86,252 incl. projected bonuses. Covered by ARPA* Retention Bonuses $74,000 For employees who have been with town for at least 1 year. Can use ARPA for "essential workers." 4% Mid-year COLA $27,492 For all FT & PT employees to align wages to CPI. Excludes Seasonal. Total $187,744 ARPA can cover 87% of bonuses. *American Recovery Plan Act (ARPA) Grant has $230,000 remaining to spend down in 2022 /2023. GF savings can cover $19,419 in overages in other funds as well as the $22,000 in non-essential worker retention bonuses TOWN OF FRASER RESOLUTION NO. 2022-08-01 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 ___DAY OF _____ 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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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 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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 Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) 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WWTP 18" 8" (12") 10" 10" (12") 8"8" 8" 8" 8" 8" 8" 8"8" 8" 8" 8"8" 8" 8" 8"8"8" 8" 8" 8" 8" 8" 8"8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 24" 24" 24" 24" 21" 21" 15" 15" 15" 12" 12" 12" 12"12" 15" 15" 15" 8" (12") 10" (15") 12" (15") 8" (10") 8" (15") 8" (12") 8" (10")8" (10) 8" GRAND PARK VILLAGE LOADING POINT FOR GRAND PARK WEST MOUNTAIN NORTH PTARMIGAN FOREST MEADOWS P A C I F I C UNION R A I L R O A D LOADING POINT FOR BYERS PEAK RANCH NORTH WASTEWATER COLLECTION SYSTEM - MASTER PLAN MARCH, 2021 MERRICK R WW-1 LEGEND EXISTING TRUNK SEWER PLANNED DEVELOPMENT TRUNK SEWER ULTIMATE TRUNK SEWER 12" 10" 15" 18" 21" 8" 24" 1 2 3 CONTOURS COLLECTION SYSTEM PIPES SANITARY BASINS MARGINAL CAPACITY AT ULTIMATE BUILD-OUT (d/D>0.5 FOR ≤12", d/D>0.7 FOR LARGER PIPES) INADEQUATE CAPACITY AT ULTIMATE BUILD-OUT (d/D>0.7 FOR ≤12", d/D>0.8 FOR LARGER PIPES) 4 5 6 7 8" (15")EXISTING SIZE (ULTIMATE SIZE) 8 l FRAZIER TOWN BOUNDARY BYERS PEAK NORTH BYERS PEAK SOUTH COZENS MEADOW EAST EAST MOUNTAIN CENTRAL EAST MOUNTAIN NORTH EAST MOUNTAIN SOUTH FOREST MEADOWS GRAND PARK VILLAGE GRAND PARK WEST MOUNTAIN NORTH GRAND PARK WEST MOUNTAIN SOUTH POLEYARD PTARMIGAN WEST Upper Fraser Valley Wastewater Treatment Plant Equivalent Residential Unit Assessment #200-328503-21001 January 5, 2022 PRESENTED TO PRESENTED BY Town of Fraser 153 Fraser Avenue Fraser, Colorado 80442 Tetra Tech, Inc. 1560 Broadway Suite 1400 Denver, Colorado 80202 P +1-303-825-5999 F +1-303-825-0642 tetratech.com Prepared by: Lauren Riedle Project Engineer Date Reviewed by: Mark J. Maxwell, P.E. Senior Project Manager Date Authorized by: Ben Miller, P.E. Project Manager Date 1/5/2022 1/5/2022 1/5/2022 Upper Fraser Valley WWTP EQR Assessment 1 January 2022 TABLE OF CONTENTS 1.0 INTRODUCTION ........................................................................................................................ 4 1.1 District Overview ...........................................................................................................................................4 1.2 Equivalent Residential Units .........................................................................................................................5 1.2.1 EQR Reserve Capacity ..........................................................................................................................5 1.2.2 Current EQR Allotment ........................................................................................................................6 1.2.3 EQR Utilization .....................................................................................................................................7 2.0 DATA ANALYSIS ........................................................................................................................ 8 2.1 Water Usage Data ..........................................................................................................................................8 2.2 Sanitary Sewage Data ...................................................................................................................................9 2.2.1 Flow and Load ......................................................................................................................................9 2.2.2 Utilization ........................................................................................................................................... 11 2.3 Historic Precipitation Data .......................................................................................................................... 13 2.4 Inflow/Infiltration Metrics ........................................................................................................................... 15 2.4.1 Infiltration and Inflow ........................................................................................................................ 15 2.5 Conclusions and Recommendations .......................................................................................................... 16 LIST OF TABLES Table 1-1: EQRs by District and by Property Type (As of 2021 Q2 Report) .......................................................6 Table 1-2: Cumulative Sold EQRs from 2016-2020 ...............................................................................................7 Table 1-3: U.S. Census Bureau Data for Fraser and Winter Park, Colorado, 2019-2020..................................8 Table 2-1: Annual Water Usage for 2018-2020 ......................................................................................................9 Table 2-2: Annual Average Influent Characteristics for 2011-2020 ...................................................................9 Table 2-3: Estimated EQR Utilization Rates based on Maximum Day Flow and BOD Loadings ................... 12 Table 2-4: Wastewater Flow by Entity, 2011-2020 ............................................................................................. 12 Table 2-5: Maximum Day to Annual Average Peaking Factors for Raw Wastewater Influent, 2011-2020 .. 13 Table 2-6: Total Annual Precipitation in Fraser, Colorado (2011-2019) .......................................................... 15 Table 2-7: Average Total Influent Flows During High Groundwater Months of April and May ..................... 16 Table 2-8: Maximum Day Influent Flows During Wet Weather Storm Events (24-Average Values) ............. 16 Upper Fraser Valley WWTP EQR Assessment 2 January 2022 LIST OF FIGURES Figure 1-1: Excerpt from JFOC Agreement, Exhibit 3 ..........................................................................................6 Figure 2-1: BOD Load Data at Upper Fraser Valley WWTP, 2011-2020 ............................................................. 10 Figure 2-2: Flow Data at Upper Fraser Valley WWTP, 2011-2020 ..................................................................... 11 Figure 2-3: Location of Fraser Station, Site ID 05-3116 ..................................................................................... 14 Figure 2-4: Average Precipitation in Fraser, Colorado By Month (2011-2019) ............................................... 14 APPENDICES Appendix A: JFOC Agreement Appendix B: JFOC District Maps Upper Fraser Valley WWTP EQR Assessment 3 January 2022 ACRONYMS/ABBREVIATIONS Acronyms/Abbreviations Definition AAF Average annual flow AAL Average annual load BOD 5-day biochemical oxygen demand CDPHE Colorado Department of Public Health and Environment DMR Discharge Monitoring Report GCWS Grand County Water and Sanitation District #1 gpd Gallons per day gpcd Gallons per capita per day I/I Infiltration and inflow JFOC Joint Facilities Oversight Committee lbs Pounds MGD Million gallons per day PE Population equivalent ppd Pounds per day ppcd Pounds per capita per day TOF Town of Fraser UV Ultraviolet WPR Winter Park Ranch Water and Sanitation District WWTP Wastewater treatment plant Upper Fraser Valley WWTP EQR Assessment 4 January 2022 1.0 INTRODUCTION Note to reader: The meaning of all abbreviations and acronyms used in this report can be found in a list that immediately follows the table of contents above. The summary of the findings and recommendations may be found in Section 2.5. The Upper Fraser Valley Wastewater Treatment Plant (WWTP), located north of the Town of Fraser, Colorado and County Road 8 and to the east of U.S. Highway 40, is jointly owned and operated, along with sewer truck and interceptor lines, by the Town of Fraser (TOF), Grand County Water and Sanitation District #1 (GCWS), and Winter Park Ranch Water and Sanitation District (WPR). Built in 2004, the 2.5 million gallons per day (MGD) facility serves the residents and businesses in the Town of Fraser as well as the Special Districts. The WWTP consists of pretreatment, nitrification in activated sludge basins with clariflocculators for mixed liquor solids separation, followed by UV disinfection. Day-to-day operation and management of the facility is handled by the TOF, with oversight provided by the Joint Facilities Oversight Committee (JFOC). The JFOC is comprised of members of each Special District and the Fraser Board of Trustees. A copy of the JFOC Agreement is provided in Appendix A. The JFOC Agreement establishes an Initial Reserve Capacity, or number of total available equivalent residential units (EQRs), based on the current flow and load capacity of the WWTP. Division of WWTP funding and responsibilities are based on each entity’s share of EQRs from the Initial Reserve Capacity. In the original JFOC Agreement, the assigned maximum day flow and load per EQR was developed based on best estimates prior to WWTP construction. Per the JFOC Agreement, an EQR currently represents a maximum day contribution of 270 gallons of flow and 0.6 pounds of biochemical oxygen demand (BOD). BOD, as utilized in this report, is the amount of biochemical oxygen demand expressed during a 5-day incubation test at 20°C. Now, after nearly two decades of WWTP operation, EQRs can be reevaluated based on actual wastewater quality data, historical flows and loads from each of the JFOC parties, and historical population growth trends. This report will use historical data provided by TOF, GCWS, and WPR to evaluate the flow and loading values assigned to each EQR and recommend an adjustment to these values, if warranted. The JFOC may use the report recommendations to amend its agreement and redistribute EQRs as decided appropriate by the JFOC. 1.1 DISTRICT OVERVIEW The TOF is centrally located to, and is one of the three Joint entities. The GCWS includes Beaver Village, downtown Winter Park, Leland Creek subdivision, and Hi Country Haus to the south of the TOF. The District is separate from the Town of Winter Park and other water and sanitation districts. WPR services a primarily residential area with some commercial establishments, located to the northeast of the TOF. Maps of the three entity boundaries are included in Appendix B. The Districts are primarily composed of residential properties with smaller percentages of commercial and transient residential (i.e. hotels and rental properties). Due to the tourism economy in Fraser and Winter Park, Colorado, many of the residences are second homes or owner-rented properties that are utilized for only part of the year. Winter Park Resort in Grand County also contributes to seasonal flows and loads. Upper Fraser Valley WWTP EQR Assessment 5 January 2022 Fraser and Winter Park are also home to several micro -breweries and distilleries. Without appropriate pretreatment, these small establishments can and do contribute high BOD loads on a per gallon basis and must be properly managed to prevent organic overloading of the WWTP and to equitably allocate treatment costs according to customer class. 1.2 EQUIVALENT RESIDENTIAL UNITS As stated in Section 1.0, funding and responsibilities concerning the operation of the Upper Fraser Valley WWTP are distributed between the Joint entities based on their respective shares of EQRs. The unit wastewater contribution from one EQR has been defined in the JFOC Agreement as 270 gallons per day (gpd) of maximum day flow and 0.6 pounds per day (ppd) of maximum day BOD. The following sections discuss reserved and utilized EQRs, both historical and current. 1.2.1 EQR Reserve Capacity The JFOC Agreement established the initial and ultimate reserve sewer capacities shown on Figure 1-1. The initial reserve capacity is still in effect, as the capacity of the WWTP and shared service lines have remained the same since original construction. The initial reserve capacity consists of 8,518 EQRs, equating to 2.7 MGD including an allowance of 0.4 MGD for inflow and infiltration (I/I). GCWS is assigned 3,155 (37%) of the Reserved EQRs, WPR is assigned 2,467 (29%), and TOF is assigned 2,896 (34%). Each entity is allowed approximately 17% additional capacity above its allotted flow capacity for I/I. Ultimate Reserve Sewer Capacity assumes build-out of the existing 2.499 MGD WWTP to between 5.0 and 6.0 MGD. Section 2.2 of this report demonstrates that the facility is currently handling flows far below its rated capacity, such that expansion is not yet needed. Due to the greater anticipated growth of GCWS compared to the other two entities, EQR distribution is projected to change accordingly, with GCWS assigned 10,000 (54%) of the 18,400 total EQRs, WPR assigned 2,800 (15%), and TOF assigned 5,600 (30%). Upper Fraser Valley WWTP EQR Assessment 6 January 2022 Figure 1-1: Excerpt from JFOC Agreement, Exhibit 3 1.2.2 Current EQR Allotment The total number of Connected EQRs is 5,827.06 EQRs, as of the 2021 Quarter 2 Report. This number corresponds to 68% of initial reserve capacity. Table 1-1 shows EQRs by entity and by property type (residential, commercial, or transient residential). GCWS has reached 80% of its allotted reserve capacity, prompting this re- evaluation of EQR flow and loads. The distribution of EQRs indicate the areas are highly residential (80 -98%) and have a lesser extent of commercial (2-14%) and transient residential (0-6%). Table 1-1: EQRs by District and by Property Type (As of 2021 Q2 Report) Residential Commercial Transient Residential Total GCWS 2,048.42 347.35 147.54 2,543.31 WPR 1,509.20 34.68 0 1,543.88 TOF 1,497.60 210.08 32.19 1,739.87 Total 5,055.22 592.11 179.73 5,827.06 Table 1-2 shows the end-of-year sold EQRs from 2016-2020 and the annual increase in EQR count. For the purposes of this report, the terms “sold” and “connected” EQR were assumed to be the same numbers. The growth in total sold EQRs averaged 2.1% per year. This rate of EQR growth is comparable to other resort-based Colorado communities. Upper Fraser Valley WWTP EQR Assessment 7 January 2022 Table 1-2: Cumulative Sold EQRs from 2016-2020 End of Year EQR Count % Annual Growth 2016 5,288.16 N/A 2017 5,433.94 2.8% 2018 5,558.38 2.3% 2019 5,682.26 2.2% 2020 5,743.86 1.0% Average 2.1% 1.2.3 EQR Utilization Given the prevalence of seasonal tourism in Fraser and Winter Park, Colorado, many of the residential properties are second homes or owner-rented homes, condos, etc. and are vacant for portions of the year. While not explicitly stated, the JFOC Agreement, Exhibit 6, implies three persons per EQR based on the definition of a “single family residential unit” having not more than three bedrooms or bathrooms. Assuming three persons per EQR means the flow and loading contribution per capita is assumed to be 90 gpd and 0.2 ppd of BOD. Tetra Tech believes these are realistic values for defining the wastewater contribution from one EQR assuming an average occupancy of three people per EQR. National and statewide trends indicate that unit wastewater flow contributions, not including I/I, are trending down while BOD loads remain the same, due to the availability and requirement to use water efficient plumbing fixtures in recent decades. However, 270 gpd/EQR (or 90 gpd/person), plus 17% allowance for peak period I/I, is still a reasonable allotment to use for EQR sales and allocation purposes. U.S. Census Bureau data from 2019 and 2020 was collected to get a sense of the number of persons per household and the vacancy rates in Fraser and Winter Park. Table 1-3 summarizes this U.S. Census Bureau data and demonstrates the following points: • Average household size in Winter Park, Colorado is closer to 2 people than 3 people per household. • The vacancy rates of housing units in Fraser and Winter Park are approximately 56% and 87%, respectively, implying low and/or seasonal utilization of existing taps. EQRs are sold and capacity provided on a ‘readiness to serve’ basis. That is, when an EQR is sold, the JFOC commits to provide up to 270 gpd and 0.6 ppd of BOD treatment capacity. However, probability theory and influent flow and load data indicate that not all EQRs are fully utilized, and not all of them are utilized at the same time. Estimated EQR utilization will be presented in Section 2.2 using actual WWTP flow and loading rates. Upper Fraser Valley WWTP EQR Assessment 8 January 2022 Table 1-3: U.S. Census Bureau Data for Fraser and Winter Park, Colorado, 2019-2020 Fraser, CO Winter Park, CO Estimate MOE Source Estimate MOE Source Avg Household Size 2.95 ± 0.57 1 1.93 ± 0.41 1 Total Housing Units 1,426 N/A 2 2,658 N/A 3 % Occupied Housing Units 632 N/A 2 341 N/A 3 % Vacant Housing Units 794 N/A 2 2,317 N/A 3 Homeowner Vacancy Rate 4.8% ± 7.2% 3 0.0% ± 16.4% 3 Rental Vacancy Rate 7.0% ± 6.6% 3 45.5% ± 12.4% 3 Notes: 1. MOE = Margin of Error 2. Source / U.S. Census Bureau Reference Document: (1) 2019 ACS 5-Year Estimates Subject Tables – Households and Families, American Community Survey, Survey ID S1101 (2) 2020 DEC Redistricting Data (PL 94-171) – Occupancy Status, Decennial Census Table ID H1 (3) 2019 ACS 5-Year Estimates Data Profiles – Selected Housing Characteristics, American Community Survey, Survey ID DP04 2.0 DATA ANALYSIS Data analyses of water usage, sanitary sewage flow and load, precipitation, and I/I used the most recent 10 years of data (2011-2020) from TOF, GCWS, and WPR, unless noted otherwise in the following sections. The last full year included in the data set was 2020, as this report was prepared before the availability of all 2021 data. 2.1 WATER USAGE DATA Complete annual water usage data for all entities was limited to the years 2018 through 2020. Table 2-1 shows the annual water usage data collected by TOF, GCWS, and WPR from 2018 through 2020. In the past three years, GCWS averaged 35% of the summed water usage, WPR averaged 26%, and TOF averaged 39%. Upper Fraser Valley WWTP EQR Assessment 9 January 2022 Table 2-1: Annual Water Usage for 2018-2020 2018 2019 2020 Average % GCWS 71,220,900 74,733,400 61,982,900 69,312,400 35% WPR 51,457,600 49,507,900 53,170,877 51,378,792 26% TOF 80,991,000 69,627,000 78,384,000 76,334,000 39% Total 203,669,500 193,868,300 193,537,777 197,025,192 100% 2.2 SANITARY SEWAGE DATA Discharge monitoring report (DMR) data was available from the beginning of operation of Upper Fraser Valley WWTP in 2005 through 2021 year-to-date. Only the most recent 10 years of data (2011-2020) are analyzed and discussed in this report. Note that while influent flow is monitored continuously at the WWTP, influent BOD concentration testing is only done once or twice a week. Accordingly, influent BOD load estimates have a somewhat lower level of confidence than for influent flow. For larger capacity plants, the Colorado Department of Public Health and Environment (CDPHE) requires more influent quality testing and the accuracy of BOD load projections begin to approach that for flows. 2.2.1 Flow and Load Table 2-2 summarizes annual average flow and load between 2011 and 2020. For this period of record, the average annual flow (AAF) is 0.69 MGD, and the average annual load (AAL) is 948 ppd BOD. Table 2-2: Annual Average Influent Characteristics for 2011-2020 Parameter 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 Annual Avg Flow, MGD 0.81 0.56 0.67 0.73 0.72 0.76 0.66 0.65 0.69 0.66 AAF = 0.69 BOD, ppd 986 716 703 849 993 1,083 995 1,055 1,127 972 AAL = 948 DMR-reported 30-day average and maximum day BOD readings are plotted on Figure 2-1. The average of all month maximum BOD readings over the past 10 years is 1,115 ppd, which is shown by the teal line through the datapoints. For reference, and also shown on the figure, is the CDPHE plant capacity rating of 5,600 ppd (as a maximum 30-day average), the initial reserve load capacity of 5,111 ppd (maximum day as per the EQR schedule), and the growth in connected EQR load capacity from 2016 through 2020. As of 2021 Quarter 2, it is estimated that the maximum day BOD load that could be generated by the number of connected EQRs is 3,496 ppd of BOD, or 68% of the initial reserve capacity of 5,111 ppd (8,518 EQRs x 0.6 ppd of BOD per EQR). Upper Fraser Valley WWTP EQR Assessment 10 January 2022 Figure 2-1: BOD Load Data at Upper Fraser Valley WWTP, 2011-2020 Figure 2-1 displays historic influent BOD load data for the WWTP. Individual readings, averages, reserved, and connected capacities are all below the CDPHE 30-day average load limit of 5,600 ppd for the WWTP. The AAL is even lower at 948 ppd. For reference, CDPHE requires capacity expansion planning when maximum 30-day average flows or loads reach 80% of their respective discharge permit limits. Construction must commence on capacity expansion improvements when either of the maximum 30-day average flows or BOD loads reach 95% of the permitted capacity limits. Therefore, plant capacity expansion is not required at this time. It should also be noted that high BOD loads, between 2,000 and 3,000 ppd, appear to be associated with slug loads of brewery and/or distillery wastewater. The TOF and JFOC are already pursuing solutions to the batch discharge of high-strength organic wastes from breweries and distilleries, including potential pretreatment. To preserve the capacity of the WWTP for its intended use, which is the treatment of domestic wastewater, the JFOC must work to eliminate these non-domestic strength BOD loads from the WWTP influent. In this report, abnormally high BOD concentrations were excluded from the data analysis, but all entities that the utilize the WWTP must work to ensure that its capacity is used for domestic, and not industrial strength wastes. Similar to BOD, Figure 2-2 plots maximum day flow data, as indicated on the discharge monitoring reports (DMRs) for the WWTP. Unlike BOD, flow is heavily impacted by fluctuations in I/I, which does not contribute additional BOD. For the Upper Fraser Valley WWTP, it is recommended that BOD load, and not flow, be used to judge capacity utilization, although on-going (as in permanent) I/I identification and reduction efforts are needed to avoid the need to expand the WWTP solely to treat clean water leakage into the collection system. Future plant expansions are likely to be dictated by BOD load as long as I/I is well managed. Fortunately, peak loads occur in the winter and peak I/I flows in the spring, and are not coincidental. If they were, expansion and addition of unit processes will be correspondingly more expensive. Figure 2-2 provides a sense of the plant’s 0 1000 2000 3000 4000 5000 6000 Jan-11 Jan-12 Jan-13 Jan-14 Jan-15 Jan-16 Jan-17 Jan-18 Jan-19 Jan-20 Jan-21 BO D ( p p d ) BOD Load Data at Upper Fraser Valley WWTP, 2011-2020 WWTP Permit Limit Initial Reserve Capacity Average Max Day BOD Connected EQR Capacity 30-Day Average BOD Max Day BOD Readings The WWTP capacity limit set by CDPHE is based on maximum 30-day average loads. The EQR schedule set by the JFOC is based on maximum day loads. Upper Fraser Valley WWTP EQR Assessment 11 January 2022 standing concerning hydraulic capacity. Like the BOD load graph, all maximum day flow readings are below the permitted 30-day average flow of 2.499 MGD. I/I will be broadly evaluated in a later section. Figure 2-2: Flow Data at Upper Fraser Valley WWTP, 2011-2020 2.2.2 Utilization As noted above, peak BOD concentrations and organic loads normally occur during the ski season, typically December through March. Since influent BOD concentrations are only measured twice-a-month, and not necessarily on the same day as the peak flow that month, a procedure was developed to estimate maximum day BOD loads. In reviewing the historic data for the peak loading months, the winter month BODs were averaged and multiplied by the maximum day flow for the winter (times a conversion factor) to estimate the maximum day BOD load. For example, during December 2018 through March 2019, BOD concentrations averaged about 300 mg/L. Applying this concentration to the December 2018 maximum day flow of 0.97 MGD yields an estimated maximum day BOD load for Year 2018 of approximately 2,427 ppd, which is 73% utilization compared to the maximum day BOD load the EQR schedule indicates could be generated from the connected EQR count of 5,558.38 EQRs ((2,427 ppd/(5,558.38 EQRs x 0.6 ppd of BOD per EQR) x 100 = 73%). This same procedure was repeated to determine the estimated maximum day BOD load and percent utilization of the BOD capacity for the connected EQRs for 2016, 2017, 2019, and 2020, and the results are summarized in Table 2-3. 0 0.5 1 1.5 2 2.5 3 Jan-11 Jan-12 Jan-13 Jan-14 Jan-15 Jan-16 Jan-17 Jan-18 Jan-19 Jan-20 Jan-21 Fl o w ( M G D ) Flow Data at Upper Fraser Valley WWTP, 2011-2020 WWTP Permit Limit Initial Reserve Capacity Average Max Day Flow Connected EQR Capacity 30-Day Average Flow Max Day Flow Readings Upper Fraser Valley WWTP EQR Assessment 12 January 2022 Table 2-3: Estimated EQR Utilization Rates based on Maximum Day Flow and BOD Loadings 2016 2017 2018 2019 2020 End of Year EQR Count 5,288.16 5,433.94 5,558.38 5,682.26 5,743.86 BOD Concentration (mg/L) 300 300 300 300 300 Maximum Day Winter Flow (MGD) 0.909 0.955 0.973 0.861 0.846 Maximum Day Winter BOD Load (ppd) 2,274.32 2,389.41 2,434.45 2,154.22 2,116.69 Load with Full Utilization (ppd) 3,172.90 3,260.36 3,335.03 3,409.36 3,446.32 Utilization Rate 72% 73% 73% 63% 61% Annual contributions to the overall WWTP influent flow by member entity are tabulated in Table 2-4. In the data below, meter readings for GCWS and WPR are taken around 9:00 am every day. The TOF flow is calculated as the balance of the total meter reading. BOD data is not normally collected, and therefore, historical loading data by entity is not available. For purposes of estimating load contributions by entity, flow is the best available method of approximation. On average, the Town of Fraser contributes 38% of the annual flow, GCWS contributes 43%, and WPR contributes 20%. Table 2-4: Wastewater Flow by Entity, 2011-2020 Total TOF GCWS WPR MG MG % of Total MG % of Total MG % of Total 2011 294.960 87.939 30% 136.200 46% 70.821 24% 2012 204.656 77.985 38% 73.349 36% 53.322 26% 2013 243.890 80.934 33% 113.405 47% 49.551 20% 2014 267.289 97.521 36% 119.670 45% 50.098 19% 2015 262.882 89.524 34% 127.851 49% 45.507 17% 2016 276.835 101.694 37% 131.238 47% 43.903 16% 2017 242.109 49.386 20% 124.850 52% 67.873 28% 2018 237.830 112.918 47% 89.494 38% 35.418 15% 2019 252.928 133.804 53% 83.929 33% 35.195 14% 2020 240.850 124.838 52% 77.874 32% 38.138 16% Minimum 204.656 49.386 20% 73.349 32% 35.195 14% Average 252.4230 95.654 38% 107.786 43% 48.9826 20% Maximum 294.960 133.804 53% 136.2 52% 70.821 28% Upper Fraser Valley WWTP EQR Assessment 13 January 2022 Table 2-5 shows maximum month peaking factors for all months, averaged over 10 years of data. Maximum month flows are highest in April, at 3.74 times the annual average flow (AAF) of 0.69 MGD. BOD loads are highest in December, at 3.89 times the annual average load (AAL) of 948 ppd. AAF and AAL were calculated from 2011 - 2020 data. Table 2-5: Maximum Day to Annual Average Peaking Factors for Raw Wastewater Influent, 2011-2020 Flow BOD Max Day (MGD) Year Peaking Factor Max Day (ppd) Year Peaking Factor January 0.94 2016 1.36 2,501 2019 2.64 February 0.94 2015 1.36 2,442 2015 2.58 March 1.44 2015 2.08 1,864 2011 1.97 April 2.58 2014 3.74 1,416 2011 1.49 May 2.17 2016 3.14 1,585 2019 1.67 June 1.41 2011 2.04 1,599 2020 1.69 July 1.51 2011 2.19 1,731 2015 1.83 August 0.84 2011 1.22 1,453 2016 1.53 September 0.79 2019 1.14 1,112 2020 1.17 October 0.65 2017 0.94 977 2018 1.03 November 0.78 2020 1.13 1,407 2020 1.48 December 0.97 2018 1.40 3,684* 2018 3.89 Minimum 0.65 2017 0.94 977 2018 1.03 Average 1.25 N/A 1.81 1,814 N/A 1.91 Maximum 2.58 2014 3.74 3,684 2018 3.89 * Tetra Tech considers the BOD concentration and load for December 2018 to be an outlier. 2.3 HISTORIC PRECIPITATION DATA Ten years of precipitation data (2010-2020) from the National Oceanic and Atmospheric Administration (NOAA) was collected and analyzed to evaluate the impact of precipitation on sanitary sewer flows. Precipitation data was collected from the Fraser station, Site ID 05-3116, located at 39.945° and -105.8172° at an elevation of 8,560 ft, pictured on Figure 2-3. Upper Fraser Valley WWTP EQR Assessment 14 January 2022 Figure 2-3: Location of Fraser Station, Site ID 05-3116 Figure 2-4 shows trends in average precipitation by month. Precipitation data was incomplete for year 2020, and is, therefore, excluded from calculation of average precipitation by month. The highest precipitation in Fraser, Colorado generally occurs in March and April with the lowest rainfall in June. Total annual precipitation is shown in Table 2-6 and can be referenced in relation to wastewater flows to the WWTP and in I/I analysis. This region of Colorado experiences an average of 15 inches of precipitation per year. Figure 2-4: Average Precipitation in Fraser, Colorado By Month (2011-2019) 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Eq u i v a l e n t I n c h e s o f W a t e r Average Precipitation in Fraser, CO by Month (2011-2019) Upper Fraser Valley WWTP EQR Assessment 15 January 2022 Table 2-6: Total Annual Precipitation in Fraser, Colorado (2011-2019) Year Total Precipitation (inches) 2011 16.41 2012 12.04 2013 15.59 2014 14.63 2015 13.59 2016 15.39 2017 16.47 2018 13.11 2019 17.69 2020 N/A 2.4 INFLOW/INFILTRATION METRICS The flow allotted per EQR does not include inflow and infiltration (I/I). The allowances for I/I are listed in the JFOC Agreement under Exhibit 3 (Capacity Reservations in Consolidated Wastewater Facilities), an excerpt of which is shown on Figure 1-1. The allowances are approximately 17% of the total flow, or 47 gpd per EQR. In the past, EPA provided guidance regarding non-excessive levels of infiltration and inflow, as follows: • Infiltration. “Domestic wastewater plus non-excessive infiltration should not exceed 120 gpcd during periods of high groundwater.” • Inflow. “The total 24-hour daily flow during a storm does not exceed 275 gpcd and there are no operational problems, such as surcharges, bypasses, or poor treatment performance, resulting from hydraulic overloading of the treatment works during storm events.” While useful as a reference, these EPA guidance values are somewhat high due to the advent and use of water- saving technology and appliances. But they still are useful in the sense that if actual, site specific I/I exceeds these values, then the utility is likely spending more money to convey and treat clean water flows that it would to identify and remove/minimize such leakage into the collection systems served by the WWTP. 2.4.1 Infiltration and Inflow For the infiltration analysis, wastewater flow records for the high groundwater season of April and May were reviewed for years 2016-2020 and compared to EPA’s infiltration and inflow criteria, as shown in Table 2-7 and Table 2-8. For inflow, the maximum day wet weather flow (24-hour average value) that occurred in each of these years was compared to the EPA inflow criteria. The data suggests that infiltration is potentially excessive within the service area and JFOC members should vigorously pursue the annual identification and correction Upper Fraser Valley WWTP EQR Assessment 16 January 2022 of infiltration as a permanent part of their utility management efforts. The data also suggests that inflow, although very significant, may not be excessive as per EPA’s definition. Nonetheless, the JFOC members should take the opportunity to remove sources of inflow whenever they are encountered during infiltration identification and control efforts. Table 2-7: Average Total Influent Flows During High Groundwater Months of April and May Year Average Influent Flow During April and May (MGD) Population Equivalent (PE) Based on Connected EQRs Estimated Utilization Rate During April and May Average Unit Flow During High Groundwater Season (gpd/PE) 2016 1.37 15,864 56% 154 2017 0.99 16,302 36% 166 2018 1.07 16,675 40% 160 2019 1.10 17,047 43% 151 2020 1.04 17,232 35% 171 EPA Criteria N/A N/A N/A 120 Table 2-8: Maximum Day Influent Flows During Wet Weather Storm Events (24-Average Values) Year Maximum Day Wet Weather Flow (MGD) Population Equivalent (PE) Estimated Utilization Rate During April and May Unit Flow During Major Storm Events (gpd/PE) 2016 2.17 15,864 56% 243 2017 1.50 16,302 36% 252 2018 1.69 16,675 40% 253 2019 1.90 17,047 43% 261 2020 1.54 17,232 35% 253 EPA Criteria N/A N/A N/A 275 2.5 CONCLUSIONS AND RECOMMENDATIONS The purpose of this report is to estimate the historic utilization of the maximum day BOD load associated with the number of connected EQRs. This information will give the JFOC entities the opportunity to evaluate how many EQRs can be connected without exceeding the maximum allowable BOD load associated with the Initial Reserve Capacity, as per the JFOC Agreement. The maximum allowable load is currently calculated as 8,518 EQRs x 0.6 ppd/EQR = 5,111 ppd of BOD. Upper Fraser Valley WWTP EQR Assessment 17 January 2022 Per the JFOC Agreement, an EQR is currently defined as a maximum day contribution of 270 gallons of flow and 0.6 pounds of BOD. Based on the EQR schedule in the JFOC Agreement, it is assumed that an EQR is comprised of 3 persons, equating the flow and load allocations to 90 gpcd (not including inflow and infiltration) and 0.2 ppcd, respectively. In addition, approximately 15 gpcd is allowed for inflow and infiltration. The per capita flow and BOD load allocations spelled out in the current JFOC Agreement are realistic and consistent with national averages, and in Tetra Tech’s opinion, do not need to be revised at this time. Upon review of actual sanitary sewage data from Upper Fraser Valley WWTP, the annual average flowrate and the annual average load over the past ten years (2011-2020) are 0.69 MGD and 948 ppd BOD, respectively. The WWTP receives maximum day flows as high as 2.58 MGD in April and May when precipitation and infiltration are at their peak. Maximum day BOD concentrations are highest, at approximately 300 mg/L, in December due to peak tourism associated with the ski industry. Excluded from this report is consideration of slug loads of high-strength brewery and distillery wastewater. Release of such high-strength, non-domestic wastewater to the WWTP, without pretreatment, can elevate influent BOD concentrations to as high as 930 mg/L. Since the plant only samples the influent twice-a-month, it is possible that concentrations over 1,000 mg/L have been received at the facility. The TOF and JFOC are already pursuing solutions to the batch discharge of high-strength organic wastes from breweries and distilleries, including potential pretreatment. This report excludes abnormally high BOD concentrations from analysis under the assumption that the WWTP will not receive high strength brew ery wastewater after a solution and agreement is reached between the TOF and the breweries or distilleries. Similarly, this report assumes that the TOF, GCWS, and WPR will take steps to reduce I/I in its collection systems and subsequent hydraulic surcharge of the WWTP. It should also be noted that while WWTP influent flow data is collected daily, BOD is measured and recorded only twice per month. The BOD concentrations and loads reported as averages and maximum day values are derived from two days, rather than a full month of values, and therefore, may not be fully representative of influent water quality experienced by the WWTP. Furthermore, flow and BOD concentration data are not always collected on the same day, so maximum day loads were approximated by pairing maximum day flows with estimated maximum day BOD concentrations from the same month or season, whether or not the flow and load occurred on the same day. In determining EQR utilization, load is a better indicator than flow due to the significant variability of flow with I/I. Comparing the calculated maximum day loads to allocated maximum day loads per EQR (EQRs sold times 0.6 ppd), the average EQR utilization rate over the past five years is 68%. It is, therefore, possible for the JFOC to lower the assumed flow and load allocation per EQR and sell additional EQRs while staying within the Initial Reserve Capacity of 5,111 ppd, measured as a maximum day load. Tetra Tech suggests 85% utilization as a reasonable target for the ratio between EQRs utilized and EQRs connected. By assuming 85% utilization, the JFOC could consider increasing the number of Reserved EQRs from 8,518 to 10,000. The Initial Reserve Capacity flow and BOD load of 2.3 MGD (not including I/I) and 5,111 ppd could be redistributed over 10,000 EQRs. Raising utilization from 68% to 85% has the aim to better utilize the Upper Fraser Valley WWTP EQR Assessment 18 January 2022 capacity available at Upper Fraser Valley WWTP, while maintaining a capacity buffer for peak events, as would occur during a great ski season with high occupancy and high EQR utilization. Collecting daily or weekly BOD samples in the future would give the JFOC a better, more accurate sense of EQR utilization and would aid in future EQR re-evaluations such as this one. It is recommended that re-evaluations occur no less frequently than once every five years to make sure that 85% utilization is still the appropriate number to use that will allow the JFOC to sell additional EQRs without exceeding the Initial Reserve Capac ity, in terms of maximum day BOD load, provided for in the JFOC Agreement (5,111 ppd). Upper Fraser Valley WWTP EQR Assessment January 2022 APPENDIX A: JFOC AGREEMENT TABLE OF CONTENTS Page SECTION 1. DEFINITIONS 2 SECTION 2. CONSTRUCTION OF INITIAL JOINT FACILITIES AND EXPANSION 5 A. Joint Facilities Manager for Permitting, Design, Construction, and Expansion of Joint Facilities 5 2.1 Joint Facilities Manager ("Manager") 5 B. Planning, Design and Construction of Initial Joint Facilities 6 2.2 Joint Plant Master Plan of Joint Facilities 6 2.3 Initial Plant and Trunk Construction 6 C. Expansion of Joint Facilities 7 2.4 Procedure for Increased Capacity 7 2.5 Capital Project Cost Allocation of Expansion 9 2.6 Expansion Beyond the Joint Plant Master Plan 9 2.7 Mandated Upgrades 9 D. Replacement of Line C 10 2.8 Line C Replacement 10 SECTION 3. OWNERSHIP OF AND CAPITAL PROJECT COST ALLOCATIONS OF JOINT FACILITIES 10 A. Title and Legal Interest in Joint Facilities 10 3.1 Title to Joint Facilities 10 3.2 Legal Interest in Initial Joint Facilities 10 3.3 Ownership Rights to and Repair of Fraser Sanitation District Lines 10 3.4 Sale of Equity in Existing Facilities for Use in Joint Facilities 11 B. Cost of and Reserved Capacity in Initial and Ultimate Joint Facilities 11 3.5 Initial and Ultimate Joint Plant Ownership, Reserved Sewer Capacity and Ultimate Reserve Sewer Capacity 11 3.6 Initial Joint Trunk Lines 12 3.7 Adjustment to Costs 12 TABLE OF CONTENTS Page 3.8 Depreciation 12 C. Expansion of Joint Facilities 12 3.9 Ultimate Reserve Sewer Capacity 12 SECTION 4. OPERATION AND MAINTENANCE OF JOINT FACILITIES AND COST ALLOCATIONS 12 A. Joint Facilities Manager ("Manager") 12 4.1. Joint Facilities Manager ("Manager") 12 4.2 Extension of Services 19 4.3 Existing Capacities 19 4.4 Quarterly Reporting of EQRs 19 4.5 Rules and Regulations 19 C. Joint Facilities Oversight Committee 19 4.6 Establishment of Joint Facilities Oversight Committee 19 4.7 Duties of Joint Facilities Oversight Committee 21 D. Operating Superintendent 23 4.8 Operating Superintendent Responsibilities 23 E. Operations Cost Allocations 25 4.9 Allocation of O&M Costs 25 4.10 Infiltration 25 4.11 Prohibited Discharge 26 4.12 Rules and Regulations 26 SECTION 5. DISPUTE RESOLUTION 26 SECTION 6. INDEMNIFICATION 27 SECTION 7. PUMPBACK, RELOCATION AND WASTEWATER OWNERSHIP 27 7.1 Pumpback for Aesthetic and Related Purposes 27 7.2 Potential Purchase of Capacity 27 ii TABLE OF CONTENTS Page 7.3 Indemnification 27 7.4 Wastewater Ownership 28 SECTION 8. TERMINATION AND DISSOLUTION 28 8.1 Termination 28 8.2 Distribution on Dissolution 28 SECTION 9. MISCELLANEOUS COVENANTS 28 9.1 Records 28 9.2 Competing Systems 28 9.3 Abandonment 28 9.4 Effective Date 28 9.5 Assignment 29 9.6 Severability 29 9.7 Limited Rights 29 9.8 Obligations 29 9.9 Legality 29 9.10 Amendment 29 9.11 Paragraph Headings 29 9.12 Fiscal Year 29 9.13 Principal Place of Business 29 9.14 201 Facilities Plan 29 9.15 Termination Based Upon Construction Costs 30 9.16 Notice 30 9.17 Governmental Immunity 30 9.18 Third Party Beneficiaries 31 9.19 Annual Appropriation 31 9.20 Attorneys' Fees 31 iii UPPER FRASER VALLEY WASTEWATER TREATMENT AGREEMENT THIS AGREEMENT ("Agreement") is made and entered into by and between the Fraser Sanitation District, the address of which is P.O. Box 120, Fraser, CO 80442, (hereinafter referred to as "FS""), Winter Park West Water and Sanitation District, the address of which is P.O. Box 1390, Fraser CO 80442, (hereinafter referred to as "WPW"), and Grand County Water and Sanitation District #1, the address of which is P.O. Box 3077, Winter Park CO 80482, (hereinafter referred to as "GC"). RECITALS: FS and WPW, since 1980, have been operating under a cooperative Agreement, the purpose and intent of which was mutually to benefit themselves and their inhabitants by facilitating the joint construction and operation of interceptor sewer lines and sewage treatment and disposal facilities, and to plan for their future expansion and the allocation of costs thereof. The relationship of FS and WPW, pursuant to the cooperative Agreement, has been generally satisfactory. GC provides wastewater treatment service through a separate collection sewer system and an aerated lagoon treatment facility. The three Districts have concluded that they can more effectively and efficiently provide wastewater treatment service to their respective service areas by consolidating ownership, operation and management of a new wastewater treatment plant to be constructed on the existing plant site of the FS and WPW treatment facility north of County Road 8 and a new and/or expanded gravity sewer trunk line from the GC lagoons to a connection point with the existing FS/WPW interceptor line. It is the desire of FS, WPW and GC to cooperate in the joint construction, maintenance and operation of joint interceptor sewer lines and joint sewage treatment facilities in a manner which will promote the harmonious and efficient provision of service to their residents and accomplish the objectives of each. The Constitution and laws of the State of Colorado permit and encourage local governmental entities to cooperate with each other for the efficient performance of their responsibilities. A regional Wastewater Facilities Plan (the "201 Plan") has been prepared to facilitate the development and specify the design of the Joint Facilities. A Joint Plant Master Plan, as defined in Section 1.20, has been developed by McLaughlin Water Engineers, Ltd., describing a build out of a 6 mgd sewage treatment plant on the existing FS/WPW treatment plant site. The Districts desire to adhere to the existing Joint Plant Master Plan attached as Exhibit 2. The Board of Directors of FS, WPW and GC have each determined and hereby declare that it will be economically desirable and in the best interest of each District and the inhabitants therein and in the interest of the public health, safety and welfare to enter into this Agreement. The Joint Facilities which are subject to this Agreement are defined in Section 1 below. The definition may be amended from time to time. This Agreement shall supercede the Agreement between FS and WPW dated February 19, 1980. AGREEMENT NOW, THEREFORE, in consideration of the mutual promises contained herein and for other good and valuable consideration, the parties agree as follows: SECTION 1. DEFINITIONS As used in this Agreement, the following words and phrases shall have the following meanings: 1.1 "Agreement" is this Upper Fraser Valley Wastewater Agreement and any amendment thereto. 1.2 "Annual Operations and Maintenance Budget" is an annual budget of revenue, expenditures and capital replacement reserves prepared by the Operating Superintendent, submitted to the Manager and the JFOC for appropriate action, setting forth the revenue and expenditures reasonably necessary to operate the Joint Facilities. 1.3 "Capital Project" is the initial construction or future expansion of any Joint Facilities. 1.4 "Capital Replacement" is a replacement of the Joint Facilities not deemed an Operations and Maintenance Cost by the Operating Superintendent or having a cost in excess of $50,000, increased annually by the CPI, or with a useful life greater than ten years. 1.5 "Capital Replacement Reserve Fund" is the account established and maintained under this Agreement the proceeds of which are to be used for Capital Replacements. 2 1.6 "Connected EQRs" are that number of Reserved EQRs as defined below, which a participating District, has connected to the Joint Facilities. 1.7 "CPI" is the Denver -Boulder -Greeley, Colorado metropolitan area Consumer Price Index for All Urban Consumers. 1.8 "Design Engineer" is an engineer chosen by the Manager subject to approval by the JFOC for the purpose of determining the feasibility of and designing an expansion of the Joint Plant. 1.9 "District" or "Districts" are FS, WPW and/or GC as used singularly or collectively. 1.10 "EQR" is an equivalent residential usage unit, sometimes referred to as a Single Family Equivalent (SFE). Currently an EQR represents a maximum day load of 270 gallons and 0.6 lbs BOD5. 1.11 "Existing Facilities" are the facilities existing and jointly owned by FS and WPW as of the date of execution of this Agreement that shall be incorporated into the Initial Joint Facilities. 1.12 "Legal Interest" is each District's owned percentage interest of the Joint Facilities and its Reserved Sewer Capacity in the Joint Facilities as each District may own from time to time. 1.13 "Excess Flow" is the number of gallons of wastewater per day that the sewerage measured at the flow meter exceeds Connected EQRs multiplied by the average wastewater use characteristics used to establish the current EQRs. 1.14 "Initial Joint Facilities" are the Joint Facilities as defined below up to 2.7 mgd. Any expansions of the Initial Joint Facilities shall be referred to as "expansions." 1.15 "Joint Facilities" are the Joint Plant and Joint Trunk Lines collectively, any related works or improvements, interceptors, or lift stations, and all personal property and fixtures used in connection therewith. 1.16 "Joint Facilities Engineer" is McLaughlin Water Engineers, Ltd. for the Initial Joint Facilities, or such other engineer as chosen subsequent to the completion of the Initial Joint Facilities by the Manager subject to approval by the JFOC. 1.17 "Joint Facilities Manager" (or "Manager") is the entity appointed by the JFOC to oversee and manage the Joint Facilities. The Manager may be a third - party selected by the JFOC including one of the Districts. The initial Manager shall be the Fraser Sanitation District. 3 1.18 "Joint Facilities Oversight Committee" or "JFOC" is a nine -member oversight committee comprised of three members of the Board of Directors of each District appointed by the respective District. The committee is not a separate political entity. Each member shall serve at the pleasure of the District which appoints such member. 1.19 "Joint Facilities Subcommittee" or "Subcommittee" is a committee appointed by the JFOC consisting of at least one member of the JFOC from each District. 1.20 "Joint Plant" is the initial 2.7 mgd Joint Wastewater Treatment Plant as it may be expanded from time to time, and those metering stations deemed necessary by the Manager to monitor the flow and infiltration into the Joint Facilities and Joint Trunk Lines depicted on Exhibit 1 attached hereto. 1.21 "Joint Plant Master Plan" is the plan entitled "Fraser WWTP Master Plan" prepared by McLaughlin Water Engineers, Ltd. and attached as Exhibit 2 hereto as amended from time to time. 1.22 "Joint Project Cost Account" is the project fund account for the Initial Joint Facilities into which the Districts will deposit their contributions for the design and construction of the Initial Joint Facilities. 1.23 "Joint Trunk Lines" are the following, as depicted on Exhibit 1 attached hereto: a. Line A, Joint Grand County/Fraser (Maryvale East Side Trunk), from Grand County New Flow Metering Station to Manhole #19; b. Line B, referred to as Replacement Trunk Thru Fraser, from Manhole #19 to WPW Metering Station; and c. Line C. 1.23 "Line C" is the existing 21 -inch outfall line or its replacement set forth on Exhibit 1 attached hereto which transmits flows from the Districts to the treatment facilities located north of Grand County Road 8. 1.24 "Operating Superintendent" is the superintendent appointed by the Manager. 1.25 "Operations and Maintenance Costs" (or "O&M Costs") are those expenses attributable to operating and maintaining the Joint Facilities to be paid out of the Annual Operations and Maintenance Budget. Operations and Maintenance Costs may include direct administrative and billing labor costs, professional fees (for attorneys, accountants, and engineering consultants specifically engaged to provide services to the Joint Facilities), operations, fines and penalties, management fees, repairs, and minor replacements; they 4 may not include such items as fees or salaries for an individual District's Board of Directors, the cost of preparing an individual District's audit or budget, or other separate expenses. The Operations and Maintenance Costs will be reflected in the Annual Operations and Maintenance Budget. 1.26 "Operations And Maintenance Reserve Fund" is the fund containing three months' operating expenses to provide for any shortfall in the revenues collected necessary to fund the Operations and Maintenance Costs of the Joint Facilities. 1.27 "Pre -sold EQR" is an EQR that is sold but is not contemplated to be connected to the system within the next reporting period. 1.28 "Project Costs" are those costs necessary to complete the design and finish the construction of the Joint Facilities, including engineering costs, jointly incurred legal fees (not related to the negotiation and preparation of this Agreement), 201 Revision expenses, 1041 Plan expenses, Site Application expenses and such other costs determined by the Manager. Such costs may be reviewed and acted on by the JFOC in the same manner as the Annual Operations and Maintenance Budget. 1.29 "Reserved EQR" is an EQR that a participating District elects to commit to the Initial Joint Facilities or in any approved expansion of the Joint Facilities. 1.30 "Pump Back System" would be any facilities and trunk lines used to pump outflows from wastewater treated by the Joint Plant Facilities to an upstream location. The Pump Back System would not be a Joint Facility. 1.31 "Reserved Sewer Capacity" is each District's allocated share of the total Reserved EQR capacity of the Joint Facilities as constructed from time to time. 1.32 "Ultimate Reserve Sewer Capacity" is that number of Reserved EQRs that shall serve as the ultimate design capacity of the Joint Facilities. SECTION 2. CONSTRUCTION OF INITIAL JOINT FACILITIES AND EXPANSION A. Joint Facilities Manager for Permitting, Design, Construction, and Expansion of Joint Facilities 2.1 Joint Facilities Manager ("Manager"). FS shall be the Manager for the permitting, design and construction of the Initial Joint Facilities and the operations and maintenance of said Joint Facilities until such time as another Manager is appointed by the JFOC under Section 4.7.1. The Manager shall have the authority to: 5 2.1.1 Hiring. Hire professionals such as engineers, lawyers and accountants to provide services to the Joint Facilities. The JFOC or a subcommittee thereof shall first review and approve said contracts prior to hiring by the Manager except as otherwise specified herein. 2.1.2 Design and Construction. Let contracts for and supervise the design and construction of the Joint Facilities. The JFOC must approve said contracts and design. 2.1.3 Apply for, Accept Funding. Make application or coordinate the making of applications for funding, including funding under an EPA grant or other state or federal financial assistance, and accept funding that it deems appropriate. WPW and GC agree by executing this Agreement to enter into such applications or other documents if required. 2.1.4 Execute Contracts. Execute funding contracts including notes, bond indentures, revolving bond documentation or grant documentation subject to the approval by the JFOC. 2.1.5 Supervise Construction. Supervise the construction of the Joint Facilities in conjunction with the JFOC Subcommittee. 2.1.6 Other Action. Take all other appropriate action for the funding, construction, operation, maintenance, expenses or replacement of the Joint Facilities reasonably necessary for the Manager to carry out the purposes of this Agreement. This section shall not supersede, or be construed to grant any powers to the Manager specifically limited by this or other sections of this Agreement. B. Planning, Design and Construction of Initial Joint Facilities 2.2 Joint Plant Master Plan of Joint Facilities. McLaughlin Water Engineers, Ltd., prior to creation of this Agreement, has prepared a Joint Plant Master Plan for the Joint Facilities. FS and WPW have relied on the Joint Plant Master Plan in proceeding with the expenditure of funds to acquire the treatment plant site and easements necessary for the construction and use of certain Joint Trunk Lines. All Joint Facilities, including expansions, shall be required to conform to the Joint Plant Master Plan. 2.3 Initial Plant and Trunk Construction. GC acknowledges that FS and WPW have begun to design the Joint Facilities and agree as follows: 2.3.1 Documents. If not already completed, the Engineer is authorized to complete all design drawings suitable for bidding for the construction of 6 the Joint Facilities. The cost of the work described in this paragraph are Project Costs. 2.3.2 Reimbursement of Sums Paid. FS, WPW and GC have previously entered into an Agreement relating to the design of the Joint Facilities. These costs shall be Project Costs and will be billed, if not already billed and paid, in the initial Project Cost billings by the Manager. 2.3.3 Authority to Bid and Construct Joint Facilities. WPW and GC authorize the Manager to bid the Joint Facilities. After review and approval of the bids by the JFOC or Subcommittee the Manager can proceed to accept the appropriate bid and proceed with construction. 2.3.4 Assurance of Payment. Each District, prior to the Manager advertising for bids or issuing a Notice to Proceed, must satisfy the other Districts that it has adequate funding, or will have adequate funding, to pay its Project Costs or the Manager shall not proceed. Such evidence of financing may take the form provided in Section 2.4.3.1, 2.4.3.2 or 2.4.3.3 infra. C. Expansion of Joint Facilities 2.4 Procedure for Increased Capacity. It is understood and agreed that if FS, GC or WPW or any combination thereof find it necessary or desirable to have the sewage plant capacity increased to obtain greater reserved sewer plant capacity, have the Joint Trunk Lines expanded or new trunk lines added, excluding the replacement of Line C, which will be dealt with as provided in Section 2.8 below, the Manager with the authority as set forth in Section 2.1 above, shall proceed as set forth below. No party may request an expansion that would exceed the limit of Ultimate Reserve Capacity, as amended from time to time and as shown on Exhibit 3. Any District may request an increase by the following procedure: 2.4.1 Notice Requirements. The Board of Directors of such District requesting an increase will give notice in writing to the Board of Directors of the other Districts and to the Manager of the necessity or desirability of increasing the plant capacity. Such increases must be in minimum increments of 1.0 mgd. 2.4.2 Joint Meeting. The Board of Directors of the District receiving the notice shall within 60 days review that notice and advise the Board of the initiating District and the Manager whether the receiving District also desires an increase in plant capacity. The Districts shall establish a date, time and location for a joint meeting of the Boards of Directors to determine the approximate increase in the sewage plant required by each District and if unable to agree then said meeting shall be at the Fraser Town Hall on the first Monday, after the 60th day. At such meeting, the Manager shall be authorized, within a reasonable time, to cause to be 7 prepared an engineer's report to show the exact amount of the increase and the estimated cost of such Expansion. The Manager shall designate an engineer for the project to prepare such report. The cost of the engineer's report shall be shared in the allocated proportion each District would have of the total additional Reserved EQRs in the proposed expansion. 2.4.3 Second Joint Meeting. The participating Districts shall establish a date, time, and location for a second joint meeting to be held \not later than 30 days from the receipt of the engineer's report. At such meeting, the participating Districts shall determine the exact increase of the plant capacity required, and each District shall have 60 days thereafter to provide satisfactory evidence of its financing of it's share of the expansion in the form of: 2.4.3.1 Bonds. A certified copy of the resolution authorizing the necessary general obligation bonds and a firm commitment from a reputable underwriter to purchase the bonds or act as broker in the sale of the same. In the event an election is necessary to approve the issuance of these bonds, the District shall hold that election as soon as possible consistent with applicable law. 2.4.3.2 Current Funds. In the event a District determines to provide its financing out of current funds, it shall provide a statement from its auditor that in the auditor's opinion, there will be funds available for the participating District to use at such times as it must draw upon them. 2.4.3.3 Funding by the Manager or Joint Funding. In the event that the Manager can facilitate the funding of the entire project (through State Revolving Fund loans, a bond issue or similar means, or grants), then a contract to assure payment of each District's share of principal and interest shall be signed if agreed to by all parties. 2.4.4 Contracting for Construction. The Districts who elect to participate in the expansion (the "Participating Districts") shall enter into a written Agreement with each other (the "Expansion Agreement"). The Expansion Agreement shall set forth, at the minimum, the scope of the expansion, the cost thereof, including the proposed design and construction cost, the engineering and design of the expansion, the bidding of a contract for the expansion, the contract with the expansion contractor, the pro rata amount of all Districts' respective financial participation, and a detailed description of how the Participating Districts will fund their respective participation. When the Participating Districts have arranged for financing and have concluded the Expansion Agreement, the Manager, after 8 approval from the JFOC which approval shall be considered at a special meeting following the notice requirements set forth in Section 4.6.5.2 Special Meetings , shall let bids for the design and, thereafter, for the construction of the expanded Joint Facilities. Voting and quorum requirements shall follow the rules set forth in Sections 4.6.3 and 4.6.5.3 2.4.5 Payment for Construction. The Participating Districts agree to pay for Reserved Sewer Capacity in the expanded Joint Facilities at the time the monies are required to pay for the construction or other acquisition of such Joint Facilities. The Manager shall prepare Project Cost billings for the expansion of the Joint Facilities, which will be due upon receipt. 2.4.6 Electing Not to Participate. In the event a District chooses for any reason not to participate in the proposed expansion, the other Participating Districts shall retain an absolute right to go forward with their proposed expansion, and shall retain the entire increase in capacity achieved thereby. Each District's Legal Interest will be adjusted in accordance with the examples set forth in Exhibit 5 and as described in Section 2.5. A District which is not a Participating District may still vote on the JFOC's consideration of matters related to the expansion. A District which elects not to participate in a particular expansion shall not be precluded from participating in subsequent expansions of the Facilities. 2.5 Capital Project Cost Allocation of Expansion. Capital Project Cost allocations for future Joint Plant and Joint Trunk Line expansions shall be calculated and allocated between the Districts as set forth in Exhibit 4.13.2 and Exhibit 5.B.2. 2.6 Expansion Beyond the Joint Plant Master Plan. Once the Joint Plant has been expanded to 6.0 mgd under the Joint Plant Master Plan and is operating at 80% capacity, the Manager, subject to approval by the JFOC, shall hire a Design Engineer to prepare an amendment to the Joint Plant Master Plan indicating the feasibility of increasing the Joint Facilities capacity beyond 6 mgd at that Joint Plant site, including required trunk modifications and replacements, estimating costs and recommending modifications to the allocation of costs between the Districts if the expense and/or complexity of the Joint Plant Master Plan amendment renders cost allocation under this Agreement unfair or inappropriate. Such amendment shall be approved by Directors of the Boards of FS, WPW, and GC. The vote for such amendment shall follow the procedures outlined in Section 5.1.2. 2.7 Mandated Upgrades. The cost of any upgrades to the Joint Facilities mandated by state or federal governmental procedures, rules or regulations shall be calculated and allocated between the Districts as set forth in Exhibit 4.B.2 and Exhibit 5.B.2. All Districts must participate in the cost of such mandated upgrades. 9 D. Replacement of Line C 2.8 Line C Replacement. Line C, an existing 21 -inch trunk line, is predicted to have adequate capacity for the initial project. WPW and FS are contributing the initial Line C to the Joint Facilities in exchange for the Agreement by GC that upon any expansion of the Reserved Sewer Capacity in the Joint Facilities, which will cause a recommendation by the Joint Facilities Engineer designing the expansion to increase the Line C size, GC will pay all Project Costs to have \Line C designed and upgraded or replaced to accommodate the total Ultimate Reserve Sewer Capacity as set forth in Exhibit 3 attached hereto. Such upgrade or replacement cost shall not be included in any equity calculation relating to the Joint Facilities but shall be a separate and discreet cost of GC. Upon completion of the upgrade or replacement of Line C, Line C shall be a part of the Joint Facilities, ownership shall be in the same percentage that exists for the other Joint Facilities and all Districts shall participate in future repair, replacement or upgrade projects in proportion to their Reserved Sewer Capacity. SECTION 3. OWNERSHIP OF AND CAPITAL PROJECT COST ALLOCATIONS OF JOINT FACILITIES A. Title and Legal Interest in Joint Facilities 3.1 Title to Joint Facilities. Title to the Initial Joint Facilities shall be vested in FS, WPW and GC in accordance with their respective Legal Interest after completion of the Initial Joint Facilities. FS, GC and WPW shall own the Legal Interests in the Initial Joint Facilities as calculated on Exhibits 4 & 5. Upon completion of the initial and any major plant expansion, these Legal Interests will be recalculated and the deed to the real property shall be amended to reflect these changes in Legal Interests. 3.2 Legal Interest in Initial Joint Facilities. Each District's percentage of the total Reserved Sewer Capacity in the Initial Joint Facilities will constitute that District's Legal Interest in the Initial Joint Facilities. 3.3 Ownership Rights to and Repair of Fraser Sanitation District Lines. The District's recognize that the lines transiting through the Fraser Sanitation District are unique in nature because they serve as both collection lines for the Fraser Sanitation District and combined Joint Trunk Lines for the Joint Facilities. As such, it is agreed by all District's that the lines within the Fraser Sanitation District boundaries will forevermore be the sole property of the Fraser Sanitation District. Except as to replacement of Line C as discussed in Section 2.8 above, other Districts using and contributing to the cost of the lines shall own Reserved Sewer Capacity in these lines as calculated in Exhibit 3 and Exhibit 5, which shall be equal to their respective percentages of their contributions to the total contributed capital. In addition, as a byproduct of this arrangement, FS shall 10 always have the right to alter or repair any section of these lines and pay for any costs associated therewith. The other Districts owning Reserved Sewer Capacity in these lines agree to pay any bills submitted by FS for such changes or repairs in the proportion of their Reserved Sewer Capacity. 3.4 Sale of Equity in Existing Facilities for Use in Joint Facilities. FS and WPW currently own and operate the existing treatment plant and the current plant site and the easements in which Line C is located (the "Existing Facilities"). The ownership is FS 46.49% and WPW 53.51%. Both FS and WPW have agreed to contribute the current plant to the Joint Facilities for a value for the purposes of this Agreement of $800,000 and the plant site and easements for the value paid to acquire the same in condemnation of $200,000. GC shall pay to FS $154,970 and WPW $178,370 as payment for its initial Legal Interest in the Initial Joint Facilities which interest shall become effective upon completion of the Joint Facilities. Payment shall be made in two equal installments. The first installment shall be paid upon the recording of the deed reflecting GC's Legal Interest in the Existing Facilities. The second installment shall be made on or before the date of substantial completion of the Initial Joint Facilities. No interest shall accrue on the second installment. This total payment of $333,340 shall be used to calculate GC's Legal Interest upon the completion of the Initial Joint Facilities under Exhibit 4. It is agreed by all Districts that GC is acquiring legal title only and not any rights to capacity in the existing facility. These reserved capacities will be recalculated and transferred to GC when the Initial Joint Facilities become operational. B. Cost of and Reserved Capacity in Initial and Ultimate Joint Facilities 3.5 Initial and Ultimate Joint Plant Ownership, Reserved Sewer Capacity and Ultimate Reserve Sewer Capacity. The Legal Interest after construction of the initial expansion, the Reserved Sewer Capacity in the initial expansion and the Ultimate Reserve Sewer Capacity in the master planned plant facility are reflected in Exhibit 3.I. 3.5.1 Payment Obligations. Each District shall contribute an amount equal to its change in equity in the plant before and after the initial 2.7 mgd expansion. Such contribution shall be calculated as follows: 3.5.1.1 Legal Interest After Project Completion. The amount of Legal Interest each District shall have in the Joint Plant after completion is calculated by multiplying each District's Reserved Sewer Capacity in the initial Joint Plant by the total value of the Joint Plant after completion. For illustration purposes the total value of the Joint Plant is projected to be $9,900,000 ($8,900,000 estimated for the Project Costs plus $1,000,000 for the agreed upon value of the existing facilities), as demonstrated in Exhibit 4.A.2(b). The actual Project Costs will be substituted for the estimated Project Costs. 3.5.1.2 Legal Interest Prior to Completion. FS and WPW have a Legal Interest in the existing plant as set forth in Exhibit 4.A.2(a). 3.5.1.3 Cost Allocation. The costs shall be allocated to each District by subtracting the dollar amount of each District's Legal Interest prior to completion from the dollar amount of the each District's Legal Interest in the project after completion as set forth in Exhibit 4.B.2(c). 3.5.1.4 Billing and Payment for Project Costs. The Manager shall bill regularly for Project Costs to each District and payment is due upon receipt of the billing. Payment shall be made to the Joint Project Cost Account. 3.6 Initial Joint Trunk Lines. The Legal Interest after construction of the Initial Joint Facilities, the Reserved Sewer Capacity therein and the Ultimate Reserve Sewer Capacity in the master planned trunk lines are reflected in Exhibit 3.II. 3.7 Adjustment to Costs. The parties acknowledge that the payment obligations for the initial Joint Plant and Joint Trunk Lines set forth above are initial estimates only and will be adjusted to reflect actual Project Costs. 3.8 Depreciation. Each District shall depreciate the treatment facilities at the rate of two and one-half percent (21/z%) per year, and one and one quarter percent (1.25%) per year for Joint Trunk Lines. C. Expansion of Joint Facilities 3.9 Ultimate Reserve Sewer Capacity. The Joint Facilities may be expanded to the maximum Ultimate Reserve Sewer Capacity under the Joint Plant Master Plan governing the expansion of the Joint Facilities. The master planned Ultimate Reserve Sewer Capacities at the time of signing this Agreement are set forth in Exhibit 3. SECTION 4. OPERATION AND MAINTENANCE OF JOINT FACILITIES AND COST ALLOCATIONS A. Joint Facilities Manager ("Manager") 4.1 Joint Facilities Manager ("Manager"). FS shall be designated the initial Manager for the operations and maintenance of the Joint Facilities. For every action that may be reviewed by the JFOC in accordance with the terms of this Agreement, the Manager shall submit a preliminary proposal (identified as 12 "preliminary" on the first page of the proposal) to the JFOC for its review and comment at least 30 days prior to submission of the final proposal (identified as "final" on the first page of the proposal) for approval by the JFOC. The Manager shall consider the comments of the JFOC to the preliminary proposal in its preparation of the final proposal. The Manager shall: 4.1.1 Operating Superintendent. Appoint an Operating Superintendent to supervise to perform the responsibilities described in Section 4.D of this Agreement. The Operating Superintendent shall have a valid current license of the type required by the Joint Plant Discharge Permit. The JFOC shall be consulted prior to the final selection of the Operating Superintendent and the Manager shall consider the JFOC's comments prior to final selection. After consideration of any objections the Manager shall make the selection. The Operating Superintendent shall be an employee of the Manager and shall have the responsibilities set forth below. The initial Operating Superintendent shall be Joe Fuqua. 4.1.2 Annual Operations and Maintenance Budget. Receive and review the Annual Operations and Maintenance Budget submitted by the Operating Superintendent. The Manager shall provide a copy of the Budget to the JFOC sufficiently in advance of the time necessary to permit the individual Districts to include the Annual Operations and Maintenance Budget, after action by the JFOC in each District's own budget. The Manager shall follow the procedures for JFOC budget approval outlined in Section 4.7.2. 4.1.3 Capital Construction. Work in conjunction with the JFOC or its Subcommittee to monitor the course of construction on capital contracts issued for the Joint Facilities. 4.1.4 Rules and Regulations and EQRs. 4.1.4.1 Rules and Regulations. Propose Rules and Regulations to govern the operation and maintenance of the Joint Facilities, including Rules and Regulations relating to the availability of service from, the connection with, the use of, the disconnection from, infiltration in, prohibited discharge to and industrial wastes. The Rules and Regulations may be amended from time to time and must be approved by the other participating Districts through the JFOC as described in Section 4.7.5. 4.1.4.2 Characteristics of EQRs. Amend the EQR schedules from time to time as historic use data are obtained. The characteristics defining an EQR shall be the average wastewater use characteristics of a single-family home. The EQR schedules as 13 initially established are set forth in Exhibit 6 attached hereto and may be amended from time to time as described in Section 4.7.5. 4.1.4.3 Discharge Permit. FS, WPW and GC agree to obtain a joint discharge permit for the Initial Joint Facilities and later Expanded Facilities. The Manager shall operate the Initial Joint Facilities and Joint Facilities consistent with the discharge permit. All parties listed on the discharge permit agree to be responsible for their prorata share of any fees, fines, or other costs resulting from the discharge permit obligations. Prorata share shall be defined as each District's proportional share of Connected EQRs. 4.1.5 Joint Accounts. The Manager shall follow Generally Accepted Accounting Principles in accounting for all costs of the Joint Facilities. At a minimum, the accounting system for the Joint Facilities Costs shall provide that costs be recorded into the following cost categories: a. Joint Plant, including site and the existing WPW and the new GC metering stations. 1. Operations and Maintenance 2. Capital Projects 3. Capital Replacements b. Joint Trunk A. 1. Operations and Maintenance 2. Capital Projects 3. Capital Replacements c_ Joint Trunk B. 1. Operations and Maintenance 2. Capital Projects 3. Capital Replacements d. Joint Trunk C. 1. Operations and Maintenance 2. Capital Projects 3. Capital Replacements 4.1.6 Operations and Maintenance. 4.1.6.1 Fees. The Manager will set Operations and Maintenance basic fees based on Connected EQRs. Fees for each category shall be established during the Joint Facilities budget process. In addition to the basic fee, an excess fee for processing costs due to excess infiltration, any material change in raw wastewater temperature or any material increase in wastewater strength shall be charged to 14 each District in proportion to the amount attributable to such District. The fees shall be allocated to each District as set forth in Section 4.9. 4.1.6.2 Operations and Maintenance Reserve Fund. The Manager shall establish, accumulate and maintain an Operations and Maintenance Reserve Fund. Such reserves shall be accumulated by regular monthly charges and shall be adequate for the payment of three months' Operations and Maintenance Costs. The initial contributions to the fund shall be made over a three-year period from the date of the first joint billing of Operations and Maintenance Costs. 4.1.6.3 Plant Capacity Evaluation. The parties agree to evaluate the useable capacity in the plant five years after the initial date the plant begins operations or at any point in time when any District reaches 80% of its Reserved Sewer Capacity. The process shall involve the Manager and the JFOC whom together shall evaluate and consider whether Operations and Maintenance fees and/or plant capacity should be adjusted to account for seasonal variations in the strength of wastewater and flow delivered to the Joint Facility in addition to Connected EQRs. To facilitate this analysis, the parties agree that the Manager shall maintain such records as will allow them to determine the seasonal variations in the strength of wastewater and flow contributed to the Joint Facility by each of the Districts as well as the fixed and variable costs of operating the Joint Facility. Each of the Districts agrees to conduct an EQR analysis with their respective District to determine as accurately as possible the actual gallons of wastewater and flow generated on a per EQR basis. The parties further agree to evaluate and consider the most accurate and fair manner in which each District shall determine if an expansion of the Joint Facility is necessary to provide wastewater treatment to its service area, including without limitation the ratio of Connected EQRs then in use to Reserved EQRs and the percentage of Reserved Sewer Capacity then in use by the District considering expansion. The Manager and the JFOC shall utilize the Joint Facilities Engineer to assist in this evaluation. Within one year of the date of this Agreement and, thereafter, when any District reaches 80% of its Reserved Sewer Capacity, the Manager shall contract with an independent engineer to conduct an independent analysis of Connected EQRs in each District and shall report the findings to the JFOC. The JFOC may direct the Manager to contract for additional independent audits at any time. 4.1.7 Capital Replacements. 4.1.7.1 Fees. A Capital Replacement Reserve shall be accumulated by regular monthly fees in an amount equal to 1112th of the amounts identified for capital replacements in the Capital Replacement Reserve Study prepared annually pursuant to Section 4.1.7.3. Capital Replacement Costs are allocated to each District based upon that District's Reserved Sewer Capacity in the Joint Facilities. 4.1.7.2 Capital Replacement Reserve Fund. The Manager shall accumulate and maintain a reasonable reserve for the current Reserved Sewer Capacity Capital Replacements. All funds accumulated for reserves shall be kept in a separate bank account, segregated from the general operating funds. Separate sub accounts will be maintained detailing each District's accumulated contributions and annually interest will be apportioned to each District's balance in the account. The Manager shall prepare the initial Capital Replacement Reserve Study as set forth below which shall be completed to coincide with the date the Joint Plant becomes operational. The Capital Replacement Reserve Study shall be prepared annually thereafter. The balance of the Capital Replacement Reserve Fund shall be determined by the JFOC for the respective Joint Facility for which such account is maintained. The Manager shall determine expenditures from the reserve funds subject to the approval of the JFOC for any expenditure greater that $50,000, increased annually by CPI. If reserves are inadequate for any reason, including nonpayment by any District, the Manager may levy a further assessment, which will be a charge against each District in proportion to their respective Reserved Sewer Capacity on the date of assessment. Such special assessments are due when the billing in which it is included is due. The Manager shall serve notice of any such further assessments on all Districts by a statement in writing giving the amount and reasons therefore, and such further assessments shall, unless otherwise specified in the notice, become effective with the next monthly billing 4.1.7.3 Capital Replacement Reserve Study. The Manager shall prepare a study of the Capital Replacement Reserve Account requirements. The cost of the study shall be considered part of the operating expenses of the Joint Facilities. The study required by this section at a minimum shall include: 16 a. Anticipated Maintenance and Replacements. Identification of the major components which the Districts are obliged to repair, replace, restore or maintain, which as of the date of the study have a remaining useful life of less than 30 years; b. Useful Life. Identification of the probable remaining useful life of those components of the\ Joint Facilities anticipated to be replaced or restored; c. Cost Estimate. An estimate of the cost of replacement or restoration of each component identified during and at the end of its useful life; and d. Annual Contribution. An estimate of the total annual contribution necessary to defray the cost to replace or restore each component during and at the end of its useful life, after subtracting total reserve funds as of the date of the study. 4.1.7.4 Inclusion in Legal Interest Calculations. It is understood by FS, GC, and WPW that depositing funds into these reserves will affect the recurring calculation of each District's Legal Interest in the Joint Facilities at the time they are expended. When expended the Legal Interests shall be adjusted as described in Exhibit 4 as if there had been a Joint Facility expansion. 4.1.8 Monthly Billing. The Manager shall bill for the Operations and Maintenance fees described in Section 4.1.6.1 and the Capital Replacement fees described in Section 4.1.7.1 monthly. Payments shall be due upon receipt of the bill. Billing statements shall reflect a charge for operations and maintenance and capital replacement for each facility. If payment is not made within 30 days of receipt of the bill the Manager shall charge 1% per month on the unpaid balance. Joint Facility costs shall be billed to each District on a monthly basis once the Joint Plant is operational. 4.1.9 Liens and Encumbrances. The Manager shall keep the Joint Facilities and related assets free and clear of all liens and encumbrances. 4.1.10 Ultimate Users. The Manager shall have no obligation to bill or collect fees from any ultimate user of wastewater services. 4.1.11 Fees in Respective Service Areas. Nothing in this Agreement shall preclude a District from assessing any fees for service in its respective service area additional to the fees assessed by the Manager. 17 4.1.12 Infiltration. The Manager shall keep the JFOC informed on a regular basis regarding infiltration levels. 4.1.13 Bonding. The Manager shall be bonded. The amount of the bond shall be reviewed and set annually by the JFOC. The cost of bonding shall be included in the operating budget. 4.1.14 Permits and Taxes. Make or arrange for all payments required by permits, contracts and other Agreements related to operating the Joint Facilities and pay all taxes, assessments and like charges affecting operations of the Joint Facilities. 4.1.15 Financial Records. Keep and maintain all required accounting and financial records necessary or incident to operating the Joint Facilities in accordance with customary procedures in the field of wastewater treatment. Each of the Districts shall further have the right, at any time during regular business hours, to review and inspect the accounting, financial and billing records maintained by the Manager or the Operating Superintendent. 4.1.16 Insurance. Obtain and maintain insurance customarily maintained by similar public utilities, which insurance shall identify all the Districts as insureds and shall be in an amount, as determined by the Districts, sufficient to reimburse the Districts for all damages and costs incurred by them in the event of negligent and, if possible, intentional malfeasance of the operator. The obtaining or maintaining of insurance shall not be construed to waive or otherwise impact the governmental immunity on any District. 4.1.17 Emergency Repairs. The Manager may cause to be made those repairs deemed to be necessary by him, the cause of which materially threatens the operations of the Joint Facilities. In the event such an emergency repair arises, the Manager shall have the authority to hire a contractor(s) to make emergency repairs or acquire needed parts, materials, and equipment to restore the Joint Facilities to operational condition. The Manager shall advise the Districts of the emergency repairs within 7 business days of the emergency. 4.1.18 Reserved Sewer Capacity Reporting. Advise a District if that District is approaching 80% of its Reserved Sewer Capacity. 4.1.19 Bil ling. Perform all tasks necessary to compile, issue and track the billing for all Districts with connected EQRs on a monthly basis for the fees set forth in Section 4.1.8 above. 18 B. Districts' Obligations 4.2 Extension of Services. Each District may extend sewer services to customers or users within or without its own corporate boundaries as presently existing or hereinafter constituted, without approval of the other Districts; provided, however, that no such extension of services is permitted unless such District has the necessary excess Reserved Sewer Capacity to provide those customers or users service. 4.3 Existing Capacities. No District shall have the right to utilize, in any manner, the proprietary capacity of another District without the written consent and Agreement of the District which owns such capacity. 4.4 Quarterly Reporting of EQRs. Each District shall quarterly report to the others the number of EQRs it has sold during the preceding quarter under the terms of this Agreement, including Pre -sold EQRs. Additionally the Manager shall on a tri-annual basis require the Joint Facilities auditor to audit the EQR accounts of each District and each District shall cooperate with the auditor. Each District may review the EQR calculations of the other Districts. 4.5 Rules and Regulations. Each District shall establish and enforce Rules and Regulations concerning the use of the system by its customers or users that reflect the Rules and Regulations established by the Manager under Section 4.1.4 above and are consistent with the rules and regulations of any and all state and federal agencies having jurisdiction over their operations. C. Joint Facilities Oversight Committee 4.6 Establishment of Joint Facilities Oversight Committee. 4.6.1 Creation. There is hereby created and established the Joint Facilities Oversight Committee (`JFOC"). 4.6.2 General Purpose. The JFOC shall be established as an oversight committee to represent the three Districts generally for the purposes of constructing, expanding, operating, managing and maintaining the Joint Facilities for the benefit of the Districts, and communicating with the Joint Facilities Manager. 4.6.3 Composition and Quorum The JFOC shall be composed of nine Members. Three Members shall be appointed by each of FS, WPW and GC. Each Member shall serve on the JFOC at the pleasure of his / her appointing District. Each Member shall have one vote on all matters to come before the JFOC. The names of the initial Members are set forth in the attached Exhibit 7. Each District may permit any member of its Board not appointed to the JFOC to act as an alternate at any meeting of the 19 JFOC. All official business of the JFOC shall be conducted only during such regular or special meetings at which at least six of the nine members are present. Proxies are not permitted. Attendance is required to vote on any issue. If a quorum is not present at any meeting the members present shall continue the meeting to a date and time certain not longer that 15 days from the original meeting. 4.6.4 Compensation. Members shall or shall not receive c,.ompensation for their services as determined by the individual District appointing such member. 4.6.5 Meetings. 4.6.5.1 Regular Meetings. Regular meetings of the JFOC shall occur not less than semiannually, at a specific time and place to be determined by the JFOC with such notice as required by Section 32-1-903 of the Colorado Revised Statutes as now enacted or as hereafter reenacted or amended. 4.6.5.2 Special Meetings. Any District may call special meetings of the JFOC at any time, and it shall thereupon be the duty of such District to cause notice of such meetings to be given as hereinafter provided. The District calling such meeting shall inform the other Districts of the date, time, and place of such special meeting, and the purpose for which it is called, by mailing written notice thereof to each District, postage prepaid, at least seven (7) days prior to the special meeting and by posting notice as provided in Section 32-1- 903(2) of the Colorado Revised Statutes as now enacted or as hereafter reenacted or amended. Special meetings of the JFOC shall be held at such time and place reasonably convenient to all of the Members and shall be fixed in the Notice. Attendance of a Member at any meeting of the JFOC shall constitute a waiver by such Member of notice of such meeting, except when such Member attends such meeting for the express purpose of objecting to the transaction of any business because the meeting is not lawfully convened. 4.6.5.3 Voting. JFOC Members shall have one vote on all matters to come before the JFOC. All measures voted on by the JFOC must pass based on the table below and including a minimum of one (1) affirmative vote from each District, except in the event that one District fails to attend JFOC meetings duly noticed pursuant to Sections 4.6.5.1 and 4.6.5.2 of this Agreement or a meeting continued or rescheduled pursuant to Section 4.6.5.4. Failure to attend a meeting called under the process identified in either 20 4.6.5.1, 4.6.5.2 or 4.6.5.4 shall cause the District failing to attend to forfeit it's right to vote on the issues at said meeting: Members in Attendance Affirmative votes required to pass 6 5 7 5 8 6 9 6 Failure to take affirmative action on an item after two votes in two separate meetings shall cause the matter at question to be considered under Section 5, Dispute Resolution. 4.6.5.4 Continuation and /or rescheduling. Regular or special meetings may be continued to a date, time and place certain by the JFOC. Also at the written request of any Board a regular or special meeting shall be rescheduled to a date and time certain not longer than 15 days from the originally scheduled meeting. Such request must be received by the other two Boards three days prior to the originally scheduled meeting. Only one such rescheduling shall be granted for each District for each regular or special meeting and the District requesting rescheduling shall be required to provide proper notice for such rescheduled meeting according to the procedures set forth above. 4.6.5.5 Open Meetings. Meetings of the JFOC shall comply with the Open Meetings Law (24-6-401, et seq. of the Colorado Revised Statutes as now enacted or as hereafter reenacted or amended). Records of the JFOC, the Manager and the Superintendent shall be subject to the Open Records Act (24-72-201, et seq. of the Colorado Revised Statutes as now enacted or as hereafter reenacted or amended). 4.6.5.6 Secretary. The JFOC shall appoint a Secretary, who may not be a member, to prepare minutes and to maintain the official records of the JFOC. The Secretary shall be compensated for his or her services. 4.7 Duties of Joint Facilities Oversight Committee. The Joint Facilities Oversight Committee shall: 4.7.1 Appoint a Manager. The JFOC shall appoint a Manager to manage, direct and control the operations of the Joint Facilities and coordinate construction of new Expansions and do all other acts reasonably necessary to maintain the Joint Facilities. The initial Manager shall be the Fraser 21 Sanitation District. The JFOC shall enter into such compensatory arrangements with the Manager as it deems necessary. A new Manager may be designated by the JFOC at year intervals. The old Manager shall continue to serve until the new Manager has been selected. The Manager may be removed prior to the expiration of such Manager's term for a material breach of this Agreement or action constituting gross negligence in accordance with the voting procedures set forth in Section 5.1.2. 4.7.1.1 Non District as Manager The Districts recognize that the Managers duties specified in Section 4.A apply to the appointment of a District as Manager and these same duties and powers may not be applicable or appropriate in the event a non District is appointed as Manager. If a non District is appointed to be the Manager, the Districts agree to review the Manager's duties, amend Section 4.A to reflect changes appropriate to appointing a non District as Manager, and to then include those duties and powers in a separate contract with the non District Manager. 4.7.2 Review and Approve Annual Operations and Maintenance Budget. The JFOC shall review and vote on the Joint Facilities Annual Operations and Maintenance Budget, in accordance with the voting procedures set forth in Section 4.6.5.3. If the JFOC disapproves the Budget it must notify the Manager immediately of such disapproval. The Manager may then consider the comments of the JFOC and resubmit an amended Budget to the JFOC to address those comments or submit the Budget to a hearing of all three Boards. If the Budget cannot be approved under the process set forth in Section 4.1.2 and this Section 4.7.2, including Dispute Resolution in Section 5.1.2, the Manager may continue to operate using the current years Budget, plus inflation indexed to the CPI set forth in Section 1.7, and adjustments made to reflect the increase in connected EQRs since the last approved Budget or a six percent (6%) increase whichever is greater. Voting shall follow the procedures set forth in 4.6.5.3. 4.7.3 Review and Approve Rates. Review and approve the Rates as submitted to the JFOC by the Manager. The procedures for approval shall be the same as that set forth above in Section 4.7.2. If a rate change cannot be affirmatively approved, the rates shall remain the same. 4.7.4 Review Operating Superintendent, Joint Facilities Engineer and Design Engineer Selection. Review and approve the selection of the Operating Superintendent, the Joint Facilities Engineer and the Design Engineer by the Manager. The procedures for approval of the Manager's selection of a Joint Facilities Engineer, following completion of the Initial Joint Facilities, and the Design Engineer shall be the same as that set forth in Section 4.7.2. 22 4.7.5 Review Rules and Regulations and Characteristics of EORs. Review and approve the Rules and Regulations proposed by the Manager that govern the Joint Facilities and the EQR schedules as amended by the Manager. The procedures for approval shall be the same as that set forth in Section 4.7.2 4.7.6 Review Discharge Permit Requirements. Review the requirements of the Discharge Permit obtained for the operation of the Joint Facilities. 4.7.7 Appoint a Subcommittee to Review Capital Construction. Review and approve contents of requests for proposals for facilities design, final design and construction drawings, construction contracts and capital construction reports issued by the Manager. The JFOC or its Subcommittee shall advise the Manager within 30 days of receipt of a any of the above of any concerns or deficiencies it finds regarding the construction and/or supervision of construction of the Joint Facilities. 4.7.8 Audit. Contract for the preparation of an annual audit of the Joint Facilities operations, including the Joint Accounts described above. 4.7.9 Provide Direction to the Manager. Make decisions and convey them to the Manager on all of the above within the time frame provided in the request for review. D. Operating Superintendent 4.8 Operating Superintendent Responsibilities. The Joint Facilities shall be operated and maintained by the Operating Superintendent selected by the Manager. Under the direction of the Manager, the Operating Superintendent shall manage, direct and control the daily operations of the Joint Facilities and do all other acts reasonably necessary to maintain the facilities and its related assets. The Operating Superintendent shall: 4.8.1 General Duties. Implement the decisions of the Manager, make all expenditures necessary to carry out the directions of the Manager and promptly advise the Manager if insufficient funds are available to implement any such direction or program adopted by it. 4.8.2 Annual Operations and Maintenance Budget. Prepare a budget for the reasonable and necessary revenues and expenses for the operations and maintenance of the Joint Facilities and the Capital Replacement Costs and submit such budget to the Manager's Board of Directors no later than August 1st of each year. The Annual Operations and Maintenance Budget shall set forth the following: 23 a. Expenses. All proposed budget expenditures including reasonable Capital Replacement Reserves and reserves for emergency contingencies for the upcoming fiscal year; b. Revenues. Anticipated revenues for the budget year including recommended fees for EQR, Excess Flow, infiltration, and temperature and composition changes; c. Balances. Estimated beginning and ending fund balances; d. Prior Year Actual Figures and Estimates. The corresponding actual figures for the prior fiscal year and estimated figures projected through the end of the current fiscal year, including disclosure of all beginning and ending fund balances, consistent with the basis of accounting used to prepare the budget; e. Statement. A written budget message describing the important features of the proposed budget, including a statement of the budgetary basis of accounting used and a description of the services to be delivered during the budget year; and f. Schedules. Explanatory schedules or statements classifying the expenditures by object and the revenues by source. 4.8.3 Record Keeping. Keep records for the Joint Facilities. These records shall be open for inspection by the other Districts at any time during regular business hours. 4.8.4 Purchasing. Purchase or otherwise acquire all material, supplies, equipment, utility and transportation services required for the daily operation of the Joint Facilities. 4.8.5 Operation of Facilities. Operate and maintain the Joint Facilities in good working order and in accordance with all applicable industry practices and standards. Each of the Districts shall have the right, at any time, to inspect the Joint Facilities for any purpose. 4.8.6 Compliance. Apply for all necessary permits, licenses and approvals; comply with applicable federal, state and local laws and regulations, including without limitation, such laws, regulations and permits related to wastewater treatment, health and safety; promptly notify the Manager of any allegations of substantial violation thereof; and prepare and file all reports or notices required to operate the Joint Facilities. 4.8.7 Reports. Keep FS, GC and WPW apprised of all matters related to the operation of the Joint Facilities by, at a minimum, submitting quarterly 24 reports to the Districts which include statements of expenditures and comparisons of such expenditures to the budget, a summary of operations of the Joint Facilities including amounts of wastewater treated, the source thereof and discharge of treated effluent and such other reports as are prepared by the Operating Superintendent in performance of his duties. 4.8.8 Reserved Sewer Capacity Reporting. Keep the Manager apprised of the Reserved Sewer Capacity usage of each District on a regular basis and advise the Manager if a District is approaching 80% of its Reserved Sewer Capacity. 4.8.9 Emergency Repairs. The Operating Superintendent may cause to be made those repairs deemed to be necessary by him, the cause of which materially threatens the operations of the Joint Facilities. In the event such an emergency repair arises, the Operating Superintendent shall have the authority to hire a contractor(s) to make emergency repairs or acquire needed parts, materials, and equipment to restore the Joint Facilities to operational condition. The Operating Superintendent shall make every effort to advise the President of the Manager within 24 hours of the emergency if possible or as soon thereafter as the President may be reached. 4.8.10 Miscellaneous. Undertake all other activities reasonably necessary to fulfill the foregoing. E. Operations Cost Allocations 4.9 Allocation of O&M Costs. Operations and maintenance expenses for the Joint Facilities shall be allocated to each of the participating Districts in proportion to the total Connected EQRs processed by the plant and attributable to each District plus additional processing costs due to excess infiltration, any material decrease in raw wastewater temperature or any material increase in wastewater strength that is attributable to any District. A flow meter installed in each Joint Trunk Line just before the entrance to the joint interceptor will measure the flow and any Excess Flow shall be included in the percentage of flow of the District from which it emanates. If the flow meter fails, the Operating Superintendent in his sole discretion shall estimate the amount of excess flow attributable to each District: provided, however, that the Operating Superintendent shall arrange for repair or replacement of such flow meter as soon as practicable. 4.10 Infiltration. The Districts agree that infiltration or leakage into the Joint Facilities must be limited to provide economical treatment and to comply with Discharge Permits. They further agree that the infiltration and/or leakage into the Joint Facilities shall be limited to standards as prescribed by the Joint Facilities Engineer. Each District shall retain the right to enter upon the other's property to inspect for infiltration. 25 4.11 Prohibited Discharge. Each District shall be prohibited from discharging into the system any gasoline, oils, greases, other toxic substances, or other contaminants that might interfere with the treatment processes, and each agrees to prevent the discharge of such substances by customers into the Joint Facilities. 4.12 Rules and Regulations. The standards for Sections 4.10 and 4.11 regarding discharge into the Joint Facilities will be governed by the Rules\and Regulations adopted pursuant to Section 4.1.4.1 and Section 4.7.5 for the Joint Facilities which Rules and Regulations shall be adopted by each District. SECTION 5. DISPUTE RESOLUTION 5.1 Any dispute arising under this Agreement shall follow the following procedures for resolution: 5.1.1 Procedure 1. Unless the JFOC is a party to such dispute, the parties will first submit the dispute for consideration to the JFOC, which shall review the matter and decide how to resolve the matter. The voting on the matter shall be in accordance with the procedures set forth in Section 4.6.5.3. Failure to resolve the matter after two votes in two separate meetings shall cause the matter at question to be considered under Section 5.1.2. 5.1.2 Procedure 2. The matter will be presented to a publicly noticed regular or special meeting of all District Boards to be held not earlier than 10 days nor later than 30 days after the matter is submitted to the Boards for consideration_ The Boards will review the matter and decide how to resolve the matter. The decision of the Joint Boards must be made by a quorum of at least ten Board Members based on the table below and including a minimum of two (2) affirmative votes from each District, except in the instance when one District fails to attend the meeting. Failure to attend a meeting shall cause the District failing to attend to forfeit its right to vote on the issues at said meeting: Members in Attendance Affirmative votes required to pass 10 7 11 7 12 8 13 8 14 9 15 9 Any District may request continuation or rescheduling of the meeting of the Boards in accordance with the procedure identified in Section 4.6.5.4 above. 5.1.3 Procedure 3. If the forgoing measures do not produce an acceptable resolution of the dispute, the matter shall be submitted to, and resolved by, 26 binding arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association ("the Association"), using a three -person arbitration panel. Expenses of the arbitration, excluding attorney's fees, shall be awarded by the arbitration panel to the party it deems to be the subsequently prevailing party. Any award in arbitration may be filed with the District Court in and for Grand County and may thereafter be fully enforced as the judgment of the District Court. SECTION 6. INDEMNIFICATION 6.1 Each of the Districts severally agrees to indemnify and hold harmless the other Districts from and against all actions, causes of action, claims, counterclaims, demands, liabilities, losses, damages and expenses, including costs and attorney's fees, which may be sustained or incurred by them in connection with any action, cause of action, claim, counterclaims or demand arising from or related to agreements entered into by any of the parties hereto to which the other Districts are not parties. SECTION 7. PUMPBACK, RELOCATION AND WASTEWATER OWNERSHIP 7.1 Pumpback for Aesthetic and Related Purposes. The parties may, but shall not be obligated to, enter into a separate Agreement or Agreements, along with the Towns of Winter Park and Fraser, provided that the terms thereof shall be acceptable to each of them, for the purpose of contributing or funding acquisition of easements, providing for engineering, constructing, operating and maintaining a pipeline to pumpback treated wastewater to secure stream flow for aesthetic, recreational, and fish and wildlife preservation and propagation purposes through the Town of Fraser if the same shall hereafter be determined by each of them to be both desirable and feasible. 7.2 Potential Purchase of Capacity. If GC constructs a new wastewater treatment plant at an upstream location (which determination shall be made in the sole and exclusive discretion of GC), the parties agree that, prior to any expansion of the Joint Facilities, the District seeking expansion will determine whether it is in its interest to purchase GC's Reserved Sewer Capacity and/or GC's Connected Capacity in the Joint Facilities. If a decision not to purchase is reached, that decision shall not be used by GC in any proceeding to delay or stop such an expansion. 7.3 Indemnification. GC shall indemnify and hold FS and WPW harmless from any claim, cause of action or liability whatsoever including costs and attorney's fees arising out of ANY DISPUTES CONCERNING the Pump Back System. GC shall have no obligation to indemnify another District pursuant to this section in 27 the event that such District initiates an action against GC concerning the Pump Back System. This indemnity shall not be affected if a District asserts a cross - claim or a counterclaim against GC in an action that is already initiated. 7.4 Wastewater Ownership. Each District shall retain whatever ownership, dominion and control it has rights to over its respective wastewater and treated wastewater prior to its discharge to the Fraser River. Execution of this Agreement and any District's participation in this Agreement shall not be used by any party hereto or any third -party to establish ownership, dominion or control over the Districts' respective wastewater, treated wastewater or other return flows. SECTION 8. TERMINATION AND DISSOLUTION. 8.1 Termination. This Agreement may be terminated upon (1) the unanimous consent of all Districts; (2) if the Joint Plant or other major facilities are ordered shut down permanently by any governmental agency; or (3) if the Joint Plant can no longer comply with governmental regulations and cannot be used for the purposes for which it was intended. 8.2 Distribution on Dissolution. In the event of the termination of this Agreement, assets shall be liquidated and each District shall receive it's pro rata share based upon its Legal Interest in the Joint Facilities at the time of dissolution. SECTION 9. MISCELLANEOUS COVENANTS 9.1 Records. Each District shall maintain the records, accounts and audits required by statute, and copies of such audits shall be exchanged. 9.2 Competing Systems. No District shall allow a competing private system to be constructed within its corporate limits. 9.3 Abandonment. Upon the abandonment of any portion of the facilities of FS, WPW or GC, the District abandoning the facilities shall retain all rights guaranteed by the laws of the state of Colorado and shall remain liable under the applicable laws of the state of Colorado. 9.4 Effective Date. The effective date of this Agreement shall be as set forth above, and this Agreement shall be binding upon the successors and assignees of the parties hereto. 28 9.5 Assignment. Assignability of this contract and any of the rights and liabilities hereunder shall be made only after written consent of a majority of the members of the Board of Directors of each District. This provision shall specifically include but not be limited to any assignments of rights or responsibilities of the Manager to any other entity. In the event of a permitted assignment, the terms and conditions of this agreement shall be binding upon the permitted successors and / or assigns of the respective parties. 9.6 Severabilitv. In the event that any provision of this contract is held to be of no effect by a Court of competent jurisdiction, such finding, order or judgment shall not affect any other of the covenants of this contract. 9.7 Limited Rights. The parties to this contract acknowledge that this Agreement constitutes the sole Agreement between them and that neither party is relying upon any oral representation made by a party or an agent or officer of a party. 9.8 Obligations. All bonds, notes, or other obligations of each District either referred to in this Agreement or to be issued by each District shall, for all purposes of this Agreement, be the sole obligation of the District which is issuing such bonds, notes or other obligations, and shall not in any way be deemed a debt or liability of the other party to this Agreement. 9.9 Legality. This Agreement shall not be construed to be in violation of the laws of the United States or the State of Colorado, and the provisions of this Agreement shall not be construed in any manner that will adversely affect or diminish the bonding capacity of either FS, WPW, or GC with reference to either sewer improvement revenue bonds or general obligation sewer bonds. 9.10 Amendment. This Agreement may be amended from time to time by written Agreement duly authorized by unanimous Agreement of the Districts. 9.11 Paragraph Headings. The paragraph headings are inserted only for convenient reference and do not define, limit or prescribe the scope of this Agreement. 9.12 Fiscal Year. The fiscal year for purposes of this Agreement shall be the calendar year. 9.13 Principal Place of Business. The principal place of business of the JFOC shall be Fraser, Colorado. 9.14 201 Facilities Plan. In the event that the 201 Facilities Plan to be submitted to the State for approval is not approved or is approved with terms and conditions that make construction of the Joint Facilities impracticable, infeasible or uneconomic, as determined by each of the Districts in its sole discretion, this Agreement shall be voidable by each of the Districts. A District shall have 30 days from the approval of the 201 Facilities Plan to advise the remaining Districts 29 it desires to declare this Agreement void. If no notification is given this Agreement will remain in full force and effect. In the event any District declares this Agreement void, the District shall explain all of the bases for the District's decision. The parties shall work cooperatively to return all of the Districts to the positions occupied by them prior to execution of this Agreement, subject to any unconditional commitments to pay for or reimburse the other Districts for cost incurred in connection with this Agreement or consolidation. The withdrawing District shall also reimburse each District not withdrawing for „the expenses the Districts have incurred to the date of withdrawal for the engineering and design of the Joint Facilities to the extent that that work is of not useable by the non - withdrawing Districts. All aspects of this section may be submitted to dispute resolution pursuant to Section 5 above, and this Agreement shall not be deemed void or terminated until all such disputes have been finally resolved. 9.15 Termination Based Upon Construction Costs. In the event that all qualified and otherwise acceptable bids for construction of the Initial Joint Facilities shall exceed $13,000,000 this Agreement shall be voidable by each of the Districts. A District shall have 30 days from the closing of the bidding process to advise the remaining Districts it desires to withdraw from the consolidation efforts and to declare this Agreement void. If no notification is given this Agreement will remain in full force and effect. In the event any District declares this Agreement void, the District shall explain all of the bases for the District's decision. The parties shall work cooperatively to return all of the Districts to the positions occupied by them prior to execution of this Agreement, subject to any unconditional commitments to pay for or reimburse the other Districts for cost incurred in connection with this Agreement or consolidation. The withdrawing District shall also reimburse each District not withdrawing for the expenses the Districts have incurred to the date of withdrawal for the engineering, design and any joint facility construction including but not limited to pipeline construction of the Joint Facilities to the extent that that work is of not useable by the non - withdrawing Districts. All aspects of this section may be submitted to dispute resolution pursuant to Section 5 above, and this Agreement shall not be deemed void or terminated until all such disputes have been finally resolved 9.16 Notice. Anytime notice is required under this Agreement whether to the parties or to the JFOC members it may be given by depositing the same in the U.S. Mail addressed to the address of the District or by hand delivery. Notice shall be complete upon receipt. Each District shall be responsible for advising its Board Members of the notice. The address of each District is set forth in the initial paragraph of this Agreement and may be changed by providing a written request to the Manager. 9.17 Governmental Immunity. Nothing in this Agreement shall serve as a waiver of governmental immunity for any District. 30 9.18 Third Party Beneficiaries. Nothing in this Agreement shall be interpreted to provide for or make any person or entity not a party to this Agreement a third party beneficiary to or of this Agreement or of any District. 9.19 Annual Appropriation. Each District's rights and obligations under this Agreement shall be subject to annual appropriation by the Districts' respective Boards of Directors. In the event that a District fails to appropriate funds as required by this Agreement or as necessary to fulfill is obligations hereunder, any other District may seek relief, at law or in equity as appropriate,. in the District Court in and for Grand County, including without limitation discontinuation of wastewater treatment services to the District failing to appropriate funds. 9.20 Attorneys' Fees. The JFOC shall not authorize or institute litigation. In any litigation between or among the Districts, each District shall pay its own attorneys' fees. The Manager shall be reimbursed for its attorneys' fees as a normal operating expense under this Agreement in any action in which it prevails. THE REMAINDER OF THIS PAGE HAS BEEN LEFT BLANK INTENTIONALLY 31 IN WITNESS WHEREOF, the parties hereto have executed this Agreement effective this FRASEIYS BY: Preside Attest: day of , 2001. Ron Anderson TRIC f(frt t;t7 Secretary Drew Matteson WINTER PARK WEST WATER & SANITATION DISTRICT BY: (1) Pres ent io$n Westerlund Attes ecre G DI BY. President Robert vem TY WATER D SANITATION Attest: Secretary Chris See 32 Witr)es 1 ennis Soles e Fuqua Randy Atwater Michael A. La Porte Cordell Ross$ aidwell 1_ Gary Cooper Vince Turner 5 fY;;E:3114;............____ . Bruce Hutchinsa r 33 Exhibits: 1 Drawing and Map of Joint Facilities and Joint Lines 2 Joint Plant Master Plan 3 Capacity Reservations in Consolidated Wastewater Facilities 4 Illustration of Plant Capital Cost Allocations 5 Illustration of Joint Trunk Lines 6 Flat Rate/Equivalent Residential Unit Schedule for Joint Facilities 7 Names of members and Alternates to the Joint Facilities Qversight Committee 34 EXHIBIT 1 MAP OF JOINT FACILITIES AND JOINT LINES JT WASTE WATER: TREATMENT PLANT j ¶4 EXISTING 21" OUTFALL SEGMENT "C" METER STATION WPW,:; FLOWS REPLACEMENT TRUNK THRU FRASER - SEGMENT "B" MANHOLE #19 FUTURE MARYVALE WEST SIDE TRUNK 20 JOINT GR D COUNTY/FRASER (MARYVALE FAST SID TRUNK SEGMENT A'. GRAND COUNTY NEW___,. FLOW METER ;STATION GC -1 FLOWS' MARYVALE. EAST SIDE TRUNK MARYVALE EXHIBIT 2 JOINT PLANT MASTER PLAN PROPERTY UNE TRUCK LOAD ING .5 MG DIGESTER (2) CE. BLOWER RO OM, AND PU MP ROO M 1 55' DIA. IIFLOCCULATOR (2) 3ASIN W/ LAYER 1 / 3.0 MOD \.�� PRETREATMENT. FACILITY 2 °UMW_ pip, NEW MANHOLE (FUTURE FLOW SPU T BOX) C -UP POWER GEN ERATOR W/ WEATH ER ENCLO SURE IEGEND PHASE 1 - 2.7 M.O.D. FACILIT Y FUTURE 5. 0 TO 6.0 M .G.D. MASTER PLAN -- PRETREA'fMENT h BLOWER BLDG AERATION PIPES FUTURE CLARIFIER FOR ACCELERATED LAGOON 77 l f � 11 �ff;/f/f CREATING TING A 1.0 picao. M ODULE � ��� !I' FUTURE SLUDGE DIGESTERS { 11` jj f FUTURE (3) 1.0���� `l TREATM ENT MODULES l\�C\X\ t _ _ i 1 LAGOON NO. 2 \,4 (ABANDONED AND: RUED IN -w — -I- - ,� FUTURE FAC1L117EES) FORM FOUNDATION • FOR 4- A I 1 1 I 11. a L FLO W -` EQUALIZATION FUTURE 3.0 M. PRETREATMENT I L _ - NO . 3 BOX EFFLUENT BOX /-CrlitteiT FUME/ 870 RA11ON PIPES LAGOON NO. 3 (AERATED) EMER GENCY` STORA GE 11/ -R 0 ) ) 18 ' AA .P. EFft . ELEV.82 �-��� _�� mil NunbiNG 6 .-a T TRICKLE CHANNEL �/ TIR ES AS BACKUPS Fraser Riv er 100 GRAPHIC SCALE 0 50 100 ( IN FEET ) 1 inch = 100 ft. FRASER WWTP MASTER PLAN Ali 1IWater 12686 T. D ayaud A ve. Suite 200 Lakewood. Colorado 80228 P H. 302 .468 .6660; Fax 303 .460.9788 em ail mw e9mw ewater .e om Exhibit 3 CAPACITY RESERVATIONS IN CONSOLIDATED WASTEWATER FACILITIES The following are agreed upon reservation shares in the Joint Facilities. , Reservations are in terms of Equivalent Residential Units (EQRs). Unless subsequently revised, an EQR represents a flow rate of 270 gallons per day (average rate, maximum day). The Initial Reserved Capacity is for capacity to be constructed during the initial project (completion scheduled before December 31, 2003). The Ultimate Reserve Capacity provides the right to expand facilities to a maximum capacity under the terms of this Agreement. It is noted that new trunk sewers are generally sized at predicted ultimate capacity. L Wastewater Treatment Plant Initial Reserve Capacity - EQR Ultimate Reserve Sewer Capacity - EQR GC 3155 (1.0 MGD)* 10,000 WPW 2,467 (.782 MGD)** 2,800 FS 2,896 (.918 MGD)*** 5,600 Totals 8,518 (2.7 MGD) 18,400 Includes allowance for 148,150 gpd infiltration Includes allowance for 115,850 gpd infiltration Includes allowance for 136,000 gpd infiltration II. Joint Trunk Lines Initial Reserve Capacity Ultimate Reserved Sewer Capacit (EQR) (EQR) Trunk Line A GC 10,000 t0,000 WPW 0 0 FS 1, 200 1,200 Totals 11,200 11,200 Trunk Line B GC 10,000 10,000 WPW 0 0 FS 5,200 5,200 Totals 15,200 15,200 Trunk Line C GC 10,000 WPW 2,500 2,800 FS 2,896 5,600 Totals 5,396 18,400 Exhibit 4 WASTEWATER TREATMENT PLANT ILLUSTRATION OF PLANT CAPITAL COST ALLOCATIONS Exhibits 4 and 5 illustrate the capital cost allocation formula and how that formula operates for the Joint Plant Capital Cost Allocations, for initial and future expansions, and Joint Trunk Cost Allocations, for initial and upon addition, replacement or expansion. The references to the CPI shall refer to the Denver -Boulder -Greeley, Colorado metropolitan area Consumer Price Index for All Urban Consumers. The CPI for capital projects shall be the value at the time of contract award. A. INITIAL JOINT FACILITIES 1. ASSUME — FOR 2.7 MGD INITIAL PLANT EXPANSION a. Existing Plant: CPI*, April 1, 2002 (time of contract award) = 185.0 Facilities Formula Value = $1,150,000 Plant Site Value = $250,000 * converted to 1982-1984 = 100 base Note: Per Agreement between the three entities, the plant value is as follows: Plant Site: $200,000 Existing Facilities: $800,000 Total $1,000,000 b. Reserved Capacity of Existing Plant: WPW = 53.51% FS = 46.49% GC = 00.00% c. Project Cost of New 2.7 MGD Plant = $8,900,000 d. Reserved Capacity of Expanded Plant: WPW 28.89% (.78 MGD) FS 34.07% (.92 MGD) GC 37.04% (1.0 MGD) 2. CALCULATE COST ALLOCATIONS a. Existing Plant Equities (per this Agreement — rounded to $100 increments) FS Equity = $333,300 WPW Equity = $333,300 GC Equity = $333,400 b. Determine Equities After Project Completion Then total value of plant = $8,900,000 + $1,000,000 = 89,900,000 FS Equity = .92/2.7 x $9,900,000 = $3,373,333 WPW Equity = .78/2.7 x $9,900,000 = $2,860,000 GC Equity = 1.0/2.7 x $9,900,000 = $3,666,667 Total Plant Value $9,900,000 c. Allocate Costs FS Cost = 3,373,333 - 333,300 = $3,040,033 WPW Cost = 2,860,000 - 333,300 = $2,526,700 GC Cost = 3,666,667 - 333,400 = $3,333,267 Total Cost, This Project = $8,900,000 B. EXPANSION 1. ASSUME — PLANT EXPANSION TO 3.7 MGD IN YEAR 2013 a. CPI = April 2013 = 261 b. Project Cost for Expansion to 3.7 MGD = $4,500,000 c. Reserved Capacity of Expanded Plant: WPW = 21.08% (.78 MGD) FS = 37.84% (1.40 MGD) GC = 41.08% (1.52 MGD) d. During I0 -year period, the Capital Replacement Reserve Account has accumulated to an amount of $1,100,000. Assume decision is to use $500,000 of this account for the expansion, retaining $600,000 in the account. 2. CALCULATE COST ALLOCATIONS a. Determine Existing Plant Equities Site Value = 200,000 x 261/185 = $282,160 Facilities Value = 9,900,000 x 261/185 x .75* = $10,475,190 Capital Reserve Fund = $1,100,000 Total =` $11,857,350 * Depreciation Factor WPW Equity = .2889 = $3,425,589 FS Equity = .3407 = $4,039,799 GC Equity — .3704 = $4391,962 Total = $11,857,350 b. Determine Equities After Completion Value of Plant After Project = 11,857,350 + 4,500,000 — 500,000 = $15,857,350 WPW Equity FS Equity GC Equity c. Allocate Costs = 21.08% = 37.84% = 41.08% Total = $3,342,729 = $6,000,421 = $6,514,200 15,857,350 WPW = 3,342,729 -- 3,425,589 = -($82,860) FS = 6,000,421 — 4,039,799 = $1,960,622 GC = 6,514,200 — 4,391,962 = $2,122,238 Total = $4,000,000 EXHIBIT 5 ILLUSTRATION OF JOINT TRUNK LINE COST ALLOCATIONS A. INITIAL JOINT TRUNK LINES 1. ASSUME — FOR INITIAL CONSTRUCTION OF SEGMENT B a. Existing Facility: CPI, July 2001 = 181.0 Existing Facility Value = 0 b. Reserved Capacity of Existing: N.A. c. Project Cost of New Trunk = $800,000 d. Reserved Capacity of New Trunk: FS = 5,200 EQR = 34.21% GC = 10,000 EQR = 65.79% WPW = 0 EQR = 00.00% 2. CALCULATE COST ALLOCATIONS Initial Cost for Segment B based on .incremental cost (per cost sharing agreement): WPW FS (fixed) GC (variable) Total Calculate Equity $0 _ $279,069 _ $520,931 $800,000 FS = 34.21% _ $273,680 GC = 65.79% _ $526,320 $800,000 B. UPGRADE OF SEGEMENT B IN YEAR 2041 1. ASSUME a. Existing Sewer Values: CPI, June 2041 = 300 Depreciation Rate = 1.25%/yr Facility Value = $800,000 x 300/181 x 0.50 = $662,983 b. Reserved Capacity Existing Line: FS = 34.21% GC = 65.79% WPW = 0% d. Project Cost: Project consists of Rehabilitation of Manholes at cost of $200,000. d. Reserved Capacity After Project: No change e. Capital Reserve Fund: A capital reserve fund has been established, having a total value (with interest) of $150,000. It has been determined that this fund will be applied to the project. 2. CALCULATE COST ALLOCATIONS a. Determine Existing Equities FS Equity = .3421 x 812,983 = $278,121 GC Equity = .6579 x 812,983 = $534,862 Total (Existing Trunk & Reserve Fund) = $812,983 b. Determine Equities After Completion Total Value of Segment B = 662,983 + $200,000 FS Equity = .3421 x 862,983 GC Equity = .6579 x 862,983 Total $862,983 $295,226 $567,757 $862,983 c. Allocate Costs FS Cost GC Cost = 295,226 — 278,121 = 567,757 — 534,862 $17,105 $32,895 Exhibit 6 FLAT RATE/EQUIVALENT RESIDENTIAL UNIT SCHEDULE FOR JOINT FACILITIES GENERAL NOTES At this time, an EQR is considered to represent a maximum day load of 276 gallons and 0.6 lbs BOD5. Each customer shall be assigned a total EQR based on its use classification(s) in accordance with the following schedule. Class EQR of User Value A. RESIDENTIAL CLASSIFICATIONS 1. Single Family Residential Units (per unit) 1.0 Single family homes, individually billed mobile homes, mobile homes on single lot, and mobile homes established as permanent residences; having not more than 3 bedrooms or 3 bathrooms per unit. Note: Rental privileges of all kinds are not included in this value. Only 1 kitchen is permitted; if a residence has more than 1 kitchen, then additional EQR values should be assigned in accordance with multi -family residential units. Additional for each additional bedroom. 0.2 2. Multi -Family Residential Units Apartments, duplexes, condominiums, townhouses, and similar facilities in the same complex, small cabins in court not associated with motels; all units intended for long-term rental. Note: Excludes more than one kitchen per unit; swimming pools are additive. a. 4 or more bedroom unit (per unit) 1.2 b. 3 bedroom unit (per unit) 1.0 Class EQR of User Value c. 2 bedroom unit (per unit) 0.8 d. Single bedroom or studio unit (per unit) 0.6 3. Transient Residential Units Hotels, motels, mobile home parks, dormitories, and similar facilities. Note: Includes laundry facilities in mobile homes. Swimming pools and laundry facilities (except those in mobile homes) are additive; room counts shall include rooms furnished to employees; each complex shall have a minimum of one manager's unit. a. Manager's unit (per unit) LO b. Motels, hotels, and rooming houses without kitchen facilities • rooms having not more than two bed spaces (per rental unit) 0.25 • rooms having more than two bed spaces (per rental unit) 0.35 c. Motels with kitchen facilities • units having not more than two bed spaces (per rental unit) 0.35 • units having more than two bed spaces (per rental unit) 0.45 d. Mobile home parks (per each available space) 0.8 e. Dormitories (per each rental bed space) 0.1 f. Add for laundry facilities (or available hookup) in billing unit 0.5 complex, per machine B. COMMERICAL CLASSIFICATION 1. Restaurants and bars Restaurants, bars, lounges, banquet rooms, and drive-ins. a. Restaurants and bars (per 10 seats) 0.6 Class EQR of User Value b. Banquet rooms (per 10 seats) 0.3 c. Drive-ins (per car stall) 0.2 d. Drive up windows (per sales window) 2.0 2. Commercial Buildings Office buildings, retail sales buildings, multiple use buildings, laundromats, service stations, shops, garages, and similar facilities. a. Offices and office buildings 0.6 (per 1,000 sq. ft. of gross occupied area) b. Retail sales area 0.3 (per 1,000 sq. ft. of gross sales and display area) c. Laundromats 1.2 (per washing machine or available hook-up) Note: This category does not include commercial laundries. d. Service stations • per fueling station (1 set of nozzles) 0.3 • add for each bay/rack where cars can be washed 1.5 e. Non -retail work area such as garages, machine shops, and 0.5 warehouses (per 1,000 sq. ft.) f. Process water from commercial establishments discharged to the 3.5 collection system shall be evaluated based on the metered water inflow (per 1,000 gpd, maximum day) Note: The District may re-evaluate the EQR of the discharger should the impact of the discharge exceed the equivalent of the single family residential unit. Should sewage strength exceed 330 mgfl of BOD5 or SS, additional charges will be computed for strength exceeding these values. In cases where there is batch discharge of process water, the Authority may require the discharger to obtain approval by the plant operator of the time and rake of discharge. C. CHURCH AND SCHOOL CLASSIFICATIONS 1. Churches (per 100 seats) Notes: Rectories or other living areas are additive. 2. Schools Day care centers, public and private day schools Notes: Include teachers, librarians, custodians, and personnel associated with the school function; centers, warehouses, equipment (such as buses), storage centers, swimming pools, and similar additive. administrative administrative repair and/or facilities are a. Without gym and without cafeteria (per 50 students) b. Without gym and with cafeteria or with gym and without cafeteria (per 50 students) c. With gym and with cafeteria (per 50 students) D. MISCELLANEOUS CLASSIFICATIONS 1. Swimming pools Swimming pools and wading areas Note: A permanent sign must be placed prominently at all pool filter installations stating that pools are not to be drained without permission from the STP operator, that pool drainage rates will be subject to approval of the STP operator, and that draining shall be limited to the hours between 11 P.M. and 6 A.M. the next day. 1.0 1.4 1.75 2.0 a. Private pools associated with single family residential units (per 0.5 4,000 gallons of pool volume). b. Pools associated with multi -family and transient residential units 1.0 (per 40,000 gallons of pool volume) c. Commercial and public pools. Total EQR to be computed from pool volume and per capita capacity as follows: • First 40,000 gallons of pool volume 1.05 • Each additional 40,000 gallon capacity 0.75 2. Recreational vehicle waste disposal stations Service stations and other commercial dump facilities 5.0 Note: Plant operator will have the authority to deny disposal at the dump station should the waste receiver be full, or if the waste being dumped will cause plant operation problems. 3. Septic waste and other batch waste disposal. The Authority shall establish a per dump charge for operation and maintenance purposes. Dumps shall only occur at the treatment plant. The preceding note shall apply. 4. Medical Hospital Note: Includes staff and administrative personnel associated with the hospital function. • per bed 0.60 5. Public Restrooms (per toilet or urinal) 0.20 E. EXTRA FLOW Extra flow is defined as excess water admitted to the sewer system, generally in the form of inflow, infiltration or bleeding water. The Extra Flow classification applies to basically non -contaminated waters. All customers and both entities shall minimize extra flow to the extent practical. For each EQR connected, it shall be assumed that the allowable flow quantity is 300 gallons per day. Flows in excess of this are termed "Extra Flow." Per 1,000 gpd EF = 3.5 EQR. F. OTHER CLASSIFICATIONS The JFOC shall evaluate and establish rates for all users not identified in Classifications A, B, C, and D as set forth in Section 4.7.5 of the Joint Agreement. The JFOC will establish charges for industrial waste according to Section 4.7.5 of the Agreement, with the additional requirement that industrial users comply with any existing U.S. Environmental Protection Agency or Colorado Department of Health standards, or any other applicable state or federal agency rules or standards, relating to industrial waste. Exhibit 7 MEMBERS AND ALTERNATES TO THE JOINT FACILITIES OVERSIGHT COMMITTEE L Grand County Water and Sanitation District #1 Members: 1. Robert Wolf P.O. Box 216 Winter Park, CO 80482 2. Vince Turner P.O. Box 1120 Winter Park, CO 80482 3. Chris Seemann P.Q. Box 3354 Winter Park, CO 80482 Alternates: 1. Randy Atwater 2. Joel Brownson II. Winter Park West Water and Sanitation District Members and Alternates to be selected. Upon selection Exhibit will be amended to add names and addresses. III. Fraser Sanitation District Members and Alternates to be selected. Upon selection Exhibit will be amended to add names and addresses. Upper Fraser Valley WWTP EQR Assessment January 2022 APPENDIX B: JFOC DISTRICT MAPS Town of F raser Town Boundary Legend Fras er 1 mi N ➤➤ N T2S R75W T1S R75W £¤40 29 29 28 27 26 26 32 35 5 5 4 3 2 2 §¨¦25 §¨¦76 §¨¦70 §¨¦70 G R A N D CO U N T YWATER A ND SA N ITATI O NDISTRICT N O. 1BOUNDARY ProjectLocation This product is for reference purposes only and is not to be construed as a legal document or survey instrument. ¯0 0.25 0.5Miles Legal Boundary(As of 2019) Township Highways Image Date:9/30/2018 970GCO049/26/2019 WINTER PARK WEST WATER AND SANITATION DISTRICT BEING A GPS SURVEY OF THE EXISTING UTILITIES SECTIONS 20 & 21, T1S, R7510, 6TH PM GRAND COUNTY, COLORADO General Counsel to the Town of Fraser DRAFT August__, 2022 Kent H. Whitmer, Esq The Whitmer Law Firm, LLC 63331 U.S. Hwy 40 Granby, CO 80446 Dear: George Thank you for the opportunity to become the Municipal Advisor to the Town of Granby. Below is a summary of Municipal Capital Markets Group as well as some of my background. Additionally, please note the role and responsibilities of a Municipal Advisor which I hope will be helpful. As Municipal Advisor my role would be to assist the town regarding the proposed First Amendment to the Service Plan for West Mountain Metropolitan District and changes to the Byers View and West Meadows Metropolitan Districts. o Evaluate the financial ramifications of the proposed amendment to the First Amended and Restated Service Plan, both to the Town of Fraser and to private citizens lying with metro districts. o Determine whether the proposed mill levy amount is reasonable and its effect on property owners in the metro districts. o Determine whether the proposed amendment is reasonable. o Advise on areas of concern for the Town. o Summarize the forgoing in a memorandum to the Town. The fee would be $20,000 plus reasonable expenses. This fee is not dependent upon a successful resolution or adoption of any documents. The Municipal Advisor role starts with a grounded and non-negotiable Fiduciary Relationship. I have reviewed the information you sent which included the following drafts: o First Amendment to Intergovernmental Agreement o West Mountain Metropolitan District and West Mountain Metropolitan District Nos. 2- 5 Consolidated Service Plan o First Amendment to First Amended and Restated Consolidated Service Plan for West Mountain Metropolitan District, West Meadow Metropolitan District and Byers View Metropolitan District. Municipal Capital Markets Group Founded in 1989, Municipal Capital Markets Group, Inc. (“MCM”) is a FINRA registered broker/dealer that specializes in providing long-term financing to its clients through the issuance of municipal bonds. There are four key elements that distinguish our firm. First, MCM is a specialty firm. As a specialty investment banking firm, Municipal Capital Markets Group has proven to be very effective for the select group of clients they serve. Second, MCM is comprised exclusively of senior bankers with 20-40 years of experience, who interface directly with their clients. As a result, you as the client are not ever passed off to a lesser experienced Associate. This high touch accountability sets us apart. Third, MCM originates tax-exempt and taxable municipal bond issues, bringing decades of Wall Street experience to Main Street. MCM has an active Underwriting and Institutional Sales desk in Denver. Fourth, MCM also serves clients in a fiduciary capacity in the role of Financial Advisor and other advisory roles. From 2018—2021 MCM was an FA as follows: o 2021 $2,107,075,000 o 2020 $2,010,890,000 o 2019 $3,149,065,000 o 2018 $8,061,025,000 MCM has been ranked by the Bond Buyer as one of the top 10 Financial Advisors. * Tim Zarlengo, Managing Director at MCM My career began in 1980 at Boettcher & Company on the municipal trading and underwriting desk during an extremely volatile interest rate market. As a General Partner at Boettcher and Company I was involved in financing of many metropolitan districts on the front range and in the several districts in the mountains. During the 1980’s boom-and-bust cycle of Colorado’s economy, the financial crisis negatively impacted many districts, and I was involved in providing key, and creative, restructuring and refinancing solutions. This experience in a wide range of market cycles and a variety of districts makes my background unique and can be instrumental as we anticipate some of lessons learned from the past. Protecting the town’s interests will always be the primary focus throughout the entire process, which will include my participation in scheduled calls and meetings. Thank you for your consideration. Respectfully, Tim Zarlengo *The Bond Buyer January 16, 2019 1 Interpretive Notice Concerning the Application of MSRB Rule G-17 to Underwriters of Municipal Securities (effective August 2, 2012). Regulatory Notice1 Municipal Capital Markets Group, Inc. (MCM) is a securities broker-dealer regulated by the Municipal Securities Rulemaking Board (MSRB). The Financial Industry Regulatory Authority (FINRA) then oversees MCM for compliance with MSRB rules and regulations. Among the MSRB rules is Rule G-17, which, in its entirety, states: “In the conduct of its municipal securities or municipal advisory activities, each broker, dealer, municipal securities dealer, and municipal advisor shall deal fairly with all persons and shall not engage in any deceptive, dishonest, or unfair practice.” During MCM’s engagement or at any other time, if the firm or its staff has not dealt fairly with you or has engaged in any deceptive dishonest or unfair practices, please report it to MCM’s president, Fred Cornwall at (972) 663-6555, or email to fcornwall@municapital.com For a better understanding of Rule G-17, the MSRB provides underwriters with 31 pages of “Interpretations”. MCM would like to provide you with the following summary of these 31 pages of Interpretations: When Cambria Community Services District the Issuer engages MCM to serve as underwriter and not as a financial advisor or municipal advisor, in connection with the issuance of certificates these facts must be disclosed to you. Although MCM has not been engaged to serve as your financial advisor, as part of its services as underwriter, MCM may assist with the bond origination process, provide advice concerning the markets, structure, timing, terms and other similar matters concerning the issuance of certificates. Any such advice has been, or will be, provided by MCM as underwriter and not as your financial advisor. In addition to MCM’s role of assisting you through the bond origination process, its task, as underwriter, is to purchase the certificates for resale to investors in an arm’s-length commercial transaction between you and MCM. As an underwriter, MCM has financial and other interests that differ from yours as the (Issuer or Borrower). If certificates are issued for the benefit of the (Issuer or Borrower), you will be a party to a bond purchase agreement and certain other legal documents relating to the issuance of the certificates. Any material financial risks resulting these documents will be borne by the (Issuer or Borrower), as set forth in those legal documents. Pursuant to Rule G-17, you are advised that: (i)Rule G-17 requires an underwriter to deal fairly at all times with both municipal issuers and investors, 2Under the federal securities laws, an issuer of securities or obligated party (the borrower) has the primary responsibility for disclosure to investors. The review of the offering memorandum by the underwriter is solely for purposes of satisfying the underwriters’ obligations under the federal securities laws and such review should not be construed by the Issuer or Borrower as a guarantee of the accuracy or completeness of the information in the offering memorandum. (ii)as underwriter, MCM’s role is to purchase the certificates with a view to distribution in an arm’s-length commercial transaction with the Issuer. As such, MCM has financial and other interests that differ from those of the Issuer, (iii)unlike a municipal advisor, MCM does not have a fiduciary duty to the Issuer under the federal securities laws and are, therefore, not required by federal law to act in the best interests of the Issuer without regard to its own financial or other interests, (iv)MCM has a duty to purchase the certificates from the Issuer at a fair and reasonable price, but must balance that duty with our duty to sell the certificates to investors at prices that are fair and reasonable; and (v)as underwriter, during the origination process, MCM will review the offering memorandum2 for the certificates in accordance with, and as part of, its responsibilities to investors under the federal securities laws, as applied to the facts and circumstances in this transaction. MCM will be compensated by a spread between the purchase price and the selling price of the certificates that will be set forth in the bond purchase agreement entered into in connection with the issuance of the certificates. Payment or receipt of the underwriting compensation will be contingent on the closing of the transaction relating to the certificates and the amount of compensation may be based, in whole or in part, on a percentage of the principal amount of the certificates that may be issued. While this form of compensation is customary in the municipal securities market, it presents a conflict of interest since an underwriter may have an incentive to recommend a transaction that is unnecessary or to recommend that the size of a transaction be larger than necessary. MCM has not identified any potential or actual material conflicts that require disclosure. MCM and its affiliates are full service financial institutions engaged in various activities, which may include sales and trading, investment banking, advisory, investment management, principal investment, hedging, brokerage and other financial and non-financial activities and services. MCM may have provided, and may in the future provide, a variety of these services to the (Borrower or Issuer) and to persons and entities with relationships with the (Issuer or Borrower), for which they may have received or will receive customary fees and expenses. In the ordinary course of their various business activities, MCM and its officers, directors and employees may purchase, sell or hold a broad array of investments and may actively trade securities, derivates, loans, commodities, currencies, credit default swaps and other financial instruments for their own account and for the accounts of their customers, and such investment and trading activities may involve or relate to assets, securities and/or instruments of the (Issuer or Borrower) (directly, as collateral securing other obligations or otherwise) and/or persons and entities with relationships with the Issuer. MCM may also communicate independent investment recommendations or trading ideas in respect of such assets, securities or instruments and may at any time hold, or recommend to clients that they should acquire, long and/or short positions in such assets, securities, and instruments MCM makes no representation herein as to the complexity of a specific financing for purposes of Rule G-17. If you or any other (Issuer or Borrower) representatives have any questions or concerns about these disclosures, please make those questions or concerns known immediately to MCM. In addition, the (Issuer or Borrower) should consult with their own financial, municipal, legal, accounting, tax, and other advisors, as applicable, to the extent it deems appropriate. It is our understanding that you have the authority to bind the (Issuer and Borrower) and that you are not a party to any conflict of interest relating to the certificates. If our understanding is incorrect, please notify the undersigned immediately. The MSRB requires that MCM seek your acknowledgement that you have received this regulatory notice. Accordingly, please send MCM an email that effect, or sign and return the enclosed copy of this notice to MCM at the address set forth above within five (5) business days of the date of this notice. Depending on the structure of the transaction that the (Issuer or Borrower) decides to pursue, or if additional actual or perceived material conflicts are identified, we may be required to send you additional disclosures. At that time, we also will seek your acknowledgement of receipt of any such additional disclosures. This regulatory notice is not a contract and neither binds nor obligates the (Issuer or Borrower) to 1) sell its certificates, or 2) pay fees nor obligates MCM to purchase certificates. Municipal Capital Markets Group, Inc. 8400 E. Prentice Ave., Suite 500, Denver, CO 80111 Email: tzarlengo@municapital.com Acknowledgement: Cambria Community Services District By: Name: Title: Date: In addition to having educational material about the municipal securities market, the MSRB website (msrb.org) has educational materials that describe the protections that may be provided by the MSRB rules and how to file a complaint against MCMG or an MCMG representative with the FINRA Investor Complaint Center. 1 July 27, 2022 Mr. Kent Whitmer The Whitmer Law Firm Town Attorney Town of Fraser, CO P.O. Box 370 Fraser, CO 80442 Dear Mr. Whitmer: On behalf of Hilltop Securities Inc. (“Hilltop”) we appreciate the opportunity to provide financial consulting services in conjunction with the Town of Fraser’s (the “Town”) consideration of an amendment to the First Amended and Restated Service Plan for the West Mountain Metropolitan District, West Meadow Metropolitan District, and Byers View Metropolitan District. The Town has requested that we review the proposed amendment, which includes the creation of West Mountain Metropolitan District Nos.2 - 5 focusing on the financial projections and the permitted debt structures in the proposed service plans. The following outlines the scope of this engagement (collectively, the “Requested Services”): Scope of Services: • Evaluate the financial ramifications of the proposed amendment to the First Amended and Restated Service Plan, both to the Town of Fraser and to private citizens lying with metro districts. • Determine whether the proposed mill levy amount is reasonable and its effect on property owners in the metro districts. • Determine whether the proposed amendment is reasonable. • Advise on areas of concern for the Town. • Summarize the forgoing in a memorandum to the Town. Limitations of Review Hilltop’s expertise is in the area of structuring and marketing tax-exempt financings. Hilltop’s review of the Financing Plan will be based on the assumptions provided by the developer and proponents of the Districts. Our report should not be viewed as an independent confirmation of the developer’s assumptions related to the real estate market, property valuations, construction buildout, or absorption rates. If the Town wishes to seek such confirmation, then an independent market study of real estate conditions and the potential development of new residential projects should be sought separately from a qualified firm or firms. 2 Duration and Compensation: This engagement shall begin as of as of the date this agreement is executed by the Town, and shall remain in effect until (i) the completion of all the Requested Services set forth above, or (ii) notification provided by the Town to Hilltop that it is terminating the process of forming the District, or (iii) the termination of this agreement by either party upon giving at least thirty (30) days’ prior written notice to the other party of its intention to terminate, specifying in such notice the effective date of such termination. Hilltop’s compensation for performing these services on behalf of the Town will be based on hourly rates as follows: Senior Managing Director: $350 Senior Vice President: $300 Vice Presidents: $250 Assistant Vice Presidents: $200 Associate/Analyst: $150 An invoice shall be submitted by Hilltop after the completion of the Requested Services and the Town has completed its review, whether or not the Service Plan is approved by the Town. The minimum compensation to Hilltop for completing the Requested Services shall be $7,500. If this engagement is terminated under provision (ii) or (iii) above, prior to completion of all of the Requested Services, Hilltop shall submit an invoice and be compensated for hours worked through the effective date of the termination. Miscellaneous: The Town of Fraser and Hilltop Securities Inc. acknowledge and agree that: • In any event, regardless of the cause of action, Hilltop’s total liability (including loss and expense) to the Town of Fraser in the aggregate shall not exceed the gross amount of fees received by Hilltop pursuant to this letter agreement. The limitations of liability set forth in this letter agreement are fundamental elements of the basis of the bargain between Hilltop and the Town of Fraser and the pricing of the services set forth above reflect such limitations. • This letter agreement shall be governed by and construed in accordance with the laws of the State of Colorado applicable to agreements made and to be fully performed therein. 3 We look forward to working with you during this engagement. Please acknowledge acceptance of these terms by signing in the space provided below and returning an executed copy to me. Sincerely, Jason Simmons Senior Managing Director Agreed and Accepted: By: Title: Name: Date: Monday, Aptit 1 b, 2022 www,bondbuyer,corn Market Statistics I Top Senior Managers: Negotiated Issues First Quarter 2022.- Trio, 6cnnornics io Boakrunriors Rank Firm 1 J 0 Morgan Securities Li.al . . . . . . . 2 Babb Securities Inc . . . . 7 . . . - . . . . 3 BBC. Capital Markets .........,. .. 4 Wells Fargo & 00 . .. . . . . .. . . . . .. . . . . . . .. . . . ... .. .. . 5 Goldman Sachs .27 Co 010 .. . .. .. . . .. .. . . . . ... .. .. . . 6 111. _.. .. .7774... . .... 7 SS9e1 Nicalaus & C,, Inc. , . . . 8 &lnrgan Stanley . . .. . . . . . , . . 9 R00niond wvoanon 7. . . . , . . . . . 111,0 F 1100021112 1010, 0011. 300710 00.17700222022p 31317 00 0,430 31101 0*Nmp ,l did 1 000100 11311230711 5 010071.170. ,.-x11 Amount Issues 59,356,9 8394.0 5,779.3 4,857..1 4.820.7 4,481.2 .4,235.0 3,684.7 3,589,5 3:449.6 37 62 98 41 20 30 279 20 93 ,lvl r0.131 1712. 1000 01 G 00 0333 .1112°..14 10 0231. 203003 110010 Top Senior Managers: Competitive Issues First Qtrarter 2022- True Ei_t I ua i li to B ;lkruone95 Rank 3 4 5 6 7 8 11 Finn BolASecunties Inc . . , 3 P Morgan Sec-critie.a LLOI , . . , .. . _ _ . . . . - - . _ .. . Bib . . . . . .. . . . . . . . . . . . Morgan Stanley . . ..,, , . . . ... .. . . . . . .. 7_ _7 7 7 .. .. . . . Rnbnrt W Baird & Co Inc - Wells Far,O0 & Go_ . e . . . . . . . ... . . . . :. .. . . . „lotteries LLC....._ . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . MAC Financial Capital Markers . „. . , .. , .. , , . . . . , . , Rap'l00nd ;Mines - --.r .. .. . .. .... .. . ... _ . , . ,.. ., , . Arnaud 0100+9 Rarnnnls'k `004+0" lemma 0110 for commstmix1ulroms 11110100300 nrl 2372200, 0°211 7707 0 000 1102002217 00,10012 ,' 01.10, 700 007 3,213 d 32312200.7132 NH 12d 0.002310,0 72300032 1100 1,.1 411 ,;0171,00337302307,1272 20 110000 1117 100 30101 017,020 83„949.6 2,545,9 2,258,8 1,852.0 1,699.3 1,571.8 345.1 726,5 545.1 507,4 Issues 29 40 25 38 115 15 51 B 42 32 Top Senior Managers: Small Issues Forge Quarter 2022 - True Economics l3 B;ookmnr,_6rs lank Firm Slide 813111000 & Co Inc. , 2 Piper Sandler 0 Co ., 7 7 7 . 7. . 3 Robert W Baird & Co Inc. . . . . 4 Rayrnnno70010s. ...:... 5 D A Davidson 5 Go . . . . 5 Northland Securities . , , . . , , . 7 7 7 7 , , 7 Saoicn Capital Markets . . . , 7 , .. . , , 8 FHNCFinancial Capital 'Markets . , ,, , . , . .. , .. . . . . ., . . . . . ,. 9 Rnnsevelt9Cross Inc. . . ., . . . . . . . . . . . . . . . . . . ... .. . . . . . 10 Baker Group LP, -._. Amount Issues $404.3 343,6 341,1 266,9 2,3,3 220.2 173,7 172.6 171,8 120.9 82 70 73 02 77 50 36 30 42 30 The. Ftfihn,10v'O "Air 0500651041110, o uaa w!1hnornimmt. moots of. 110 million or. lam, °dim 273003 00 02 ld -1 ice thai a, 0100,, 7.2022 000,1 00002 17172 10: 0,03 013.3'1011x, and d';.nz :x 00739 R31,22207 7-0' potty 000 u . 0220010. 0,1,017.010.401 1,140:100010=4411 000n 1100003 23 0100 0023 772110237220727 2327, ,113 trme 1ro047710110 rfi ',nil. shat 110727300.020170.002300 Top Co -Managers: All Issues Forst Quarter 2022- E4nai 7re81 41 t ch .6 -Mono Fi Ame 1 2 3 4 5 6 Siebert Williams Shank &Co . . . . . . . . . . . . .. . . .. . . . . . . . . . Raymond James . .. , _. , . . . . . - Ramirez. Co inc. ., , . , , , , , , . , ., . . , .. , . . . . . . . . . . . . . . Loup Capital Markets . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. MorgarStanley.... . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . 3 P Morgan Securities LLC . . . , . Acadenit''8ecmities➢nc- --,. REG Capital Markets . . . . . . . . . . . 2,526.2 2.553.4 2,241,0 2,311 2..2.53.3 69 139 149 58 177 94 49 54 63 72 This is lfl00l:ia"a '0012" Mom 051114. 217127, 0,00:215 ant in 7000. 000,2100, 010 rine as 21 ap rl000 e rl,. 000 0201 1 2033200 001:7 i 2.0 P0I:^0 303 14 00122401.703 0113 272021 103 0m0';i :0-m�i07 011, 000070310,0 0,0 0x[111770,.77111711 017,0,70 Top Financial Advisors: Negotiated Issues First Quarter 2022 - Equal Credit la bola 484' i50r Rank Firm 1 Public Ronnoroes Advisory Cutup. .... .. .. . .. . ... .. .. . 2 PFl2I Financial, Advisors LLG . ... . . . ... . .. .. . . . ... 5 Iiao1ntan Hall & Associates Inc.... _ . _ .. 5 Lamont Financial Services Corp . . . .. .. ..... . . . . .. ... . . 7 Muoicipol Capital Markets Group Inc, .. , _ . e , .. , , , , .. . 8 FStrada Hionlol 1 & Company Inc .. . . . . . .. . . .. . . . . . . . 9 008.Advion.^s In orpomi'est . . . . .. . . . . .. . . . .. . . . . . . . . . . . 10 Montagu Define &8 latesLLC ...._.,,, ..,,..,.. . Amount $10,520.7 9,313,4 4,205,1 2,196,,4 1,800.5 1,746,9 1,726.7 1,510.2 1,2444 1,224.9 Issues 134 20 47 5 9 7' 2p 16 15 This is 11.01201110 00070- Malin 009000005s10nntl 60101,00. MMar arr.i.1", ,r1237.217372. le 1°.1112213 Wm n.t. a,d 0415 171 703170 R1to11.' 7007 ,316, ,S0 11,,,,1111011Y ,1711,71,1 0247707 3000 03010 Top Financial Advisors: Comm i First Quarter 2022-EoielGreifil'la EKEA,Jvis?;t tive Issues Rank Firm 1 PFR4 Financial Advisors LLC . , ,_ .. . , .,,, , .e .,. . . , ,. . . . 2 Public Resources Advisory GGroup.. , . . . . , , . 3 Hilltop. Socuriiies....... . . . . . . .. . .. . . . . . . . ., . , . , . ., , , . 4 Piper Sandler & Cn ... .. . .. . . . _ .. . . .. . ..... ... .._ . . 5 Baker Tilly Mumci7ol Advisers . . . .. . . .. . .. .. . . . .. .. 6 Acacia. Financial Group Inc .. . . .. . . . . . . . . 7 77 7. _ .. , . . . . .. . 7 Hubert &I Baird & Ca Inn •5 Determent & Cnmpanv LLO. , .. 9 First Tryon Securities LLC, .. 13 Ehlers 6 Associates 3010 20 501,01005'0002'0" W0010010 021000111001105 070002 0. 7,'.1101 ua 1373 2702 70000 3,0330.0322.20drs1 1 30/771 Ref 0101300702 all 0737117 10003 102 210301. t 0,1111 7317720 08711117110 Issues 52,530;9 1,771.9 1,254,5 1,054.2 515,5 052.2 786.5 78210 545,4 547.A t1 Top Financial Advisors: Small Issues First Quarter 2022 -Eaual t.1rodil ie Fac A.Jui3 1 71 1'3 50 41 43 s 48 9 54 Rank Fi A 1 0601Finanoia.lAdvisors, LTC .. . . . . . . . . . . . . . . . , . . . . . 77 77 53637 2 Ehlers & Associates,,,,, ,, , , , , , , , , , , , , , . . .. .. , . , . .._ . . 172,7 3 Hilltop Seen rlsies. . , . , .. . . . . , __ . . . ... . . .... . . . ._ .. 172.2 4 Robert 041 Baird e Co Inc,.. 159.9 5 Piper Sandie & Ca 151 6 Fiscal Advisors 3.Marketing Inc 173,9 7 Stephen HMc[onaid&Associates Inc . , ,, , .,, ,,.. , . . , 57.3 8 Masaer00r0Advisors LLG 79.6 9 SamcoCapital Markets ..__.,.,....-_.........- 59.3 10 Specialized Public Finance Inc. , - 7.11 Ilia 20 R0an01v5 "AM" Irmga r100'Il4105m00 with 0001001010000001001111011111000 5t 000 11'0111' 700012 20'.11 ,1111,0' 30 070 37 311 00 12 2723, 770301 00,0,,, mime reekrseirs 301 17317 30 02000 013203123 102301 722„,3'vclodan. 11101111,0 030:1001 70 n+ 01 .elpiriny 073070113 37133773.„ 0170 02012,112 Top Issuers: All Issues First Quarter 2022 A 55 42 35 36 24 34 4c1 22 11 F 7000 Tr,. NYS Dorm Auti€Grlln L'argin is Small Buc_inass Fin Aaih..... , . . 77 . 7 7 . ,. . , California. . . . . . , 7 77 . . . . . . . . . . . . . . . . . . . . . . . . . .. . Regents at the University of Michigan, , , , , , Los Angeles Dept of Rioports, . . . , , , 7 „ , 1.70C M=enee=pal Waver Fin Auth, , . . .. . . SE Pub Svc Au (52110 e Cooper) Los Angeles Dept Wiry Pv,1rOLADUWPJ......... . . . . . . . . . Main Street Natural tiaSinc. . .. . .. ... . . . . . . .. . ... . . . .. 53,474.3 3,344,5 2,349.3 2,228,9 2.055.E 1,5211.9 1.379.1 1.263,2 1.229,7 1,164,E 3 6 ECONOMIC DEVELOPMENT ADVISORY COMMITTEE MINUTES DATE: Tuesday, May 24th, 2024 MEETING: Economic Development Committee Meeting PLACE: Fraser Town Hall Board Room PRESENT Board: Barry Young, Nicole Spiteri, Paula Stuart, Kelsey Young, Staff: Marketing and Communications Manager, Sarah Wieck; 1. Regular Meeting: Roll Call 10:34 am 2. Approval of Agenda: Paula moved, Kelsey seconded. Motion carried 4-0 3. Consent Agenda: 4. Discussion a. Antoinette Update b. EDAC Chair Appointment Barry moved to appoint Paula chair of EDAC, Kelsey seconded. Motion carried 4-0 c. Colorado Mainstreet Update d. Colorado Recovery Assistance For Tourism e. Priorities (Ed Cannon) a. Parking b. Mainstreet Program c. Creative District d. DDA (Downtown Development Authority) e. Tourism Marketing f. Business Incentives 5. Open Forum: 6. Other Business: Page 2 of 2 7. Future Agenda Items a) Mainstreet program b) Board priorities for EDAC 8. Adjourn 11:25am Kelsey moved to adjourn, Barry seconded. Motion carried 4-0 ECONOMIC DEVELOPMENT ADVISORY COMMITTEE MINUTES DATE: Monday, June 27th, 2022 MEETING: Economic Development Committee Special Meeting PLACE: Fraser Town Hall Board Room PRESENT Board: Barry Young, Nicole Spiteri, Paula Stuart, Kelsey Young, Staff: Marketing and Communications Manager, Sarah Wieck; 1. Regular Meeting: Roll Call 9:02 am 2. Approval of Agenda: Barry moved, Nicole seconded. Motion carried 4-0 3. Consent Agenda: Barry moved, Nicole seconded. Motion carried 4-0 4. Discussion a. Colorado Mainstreet a. Gayle and Larry gave overview of Mainstreet Program b. Board Workshop on EDAC Priorities c. Parking a. South side of Victoria village b. Fraser River parking d. Wayfinding a. Sarah to get signs for north and south side of town b. Island sign e. Farmers Market Update a. Still working out date and vendors 5. Open Forum: 6. Other Business: Page 2 of 2 7. Future Agenda Items a) Communications update b) Farmers market c) Explore fraser Colorado map 8. Adjourn 10:38am Barry moved to adjourn, Nicole seconded. Motion carried 4-0 PUBLIC ARTS COMMITTEE MINUTES DATE: Friday, May 20th, 2022 MEETING: Public Arts Committee Regular Meeting PLACE: Fraser Town Hall Board Room PRESENT Board: Jerilyn Schuster, Steve Fitzgerald, Callie McDermott, Cindy McCoy, Eric Vandernail, Tara Hendricks, Kerry Crandall, Lisa Baird Staff: Marketing and Communications Manager, Sarah Wieck 1. Regular Meeting: Roll Call Steve called the meeting to order at 9:03 a.m. 2. Approval of Agenda: Lisa moved, and Kerry seconded the motion to approve the Agenda. Motion carried: 8- 0. 3. Consent Agenda: Kerry moved, and Jerilyn seconded the motion to approve the Agenda. Motion carried: 8-0. Minutes – March 18th, 2022 4. Discussion a. Sculpture Base and Dedication (Howard Neville) i. Discussion on sculpture mount ii. Dedication planning 1. Labor Day weekend. Details TBD b. Mural Fest Jurying i. Special Meeting to pick artist May 24th at 2 pm c. Mural Fest Details Page 2 of 2 i. Update on projects d. Event Sponsorship i. Discussion on two options ii. Steve and Kerry to determine levels iii. Sarah will circulate to group 5. Open Forum: 6. Other Business: 7. Future Agenda Item: a) Jack Kerouac Sculpture dedication Meeting Adjourned: Kerry moved, and Callie seconded the motion to adjourn. Motion carried: 8-0. Meeting adjourned at 11:10 a.m. PUBLIC ARTS COMMITTEE MINUTES DATE: Friday, May 20th, 2022 MEETING: Public Arts Committee Regular Meeting PLACE: Fraser Town Hall Board Room PRESENT Board: Jerilyn Schuster, Steve Fitzgerald, Callie McDermott, Eric Vandernail, Tara Hendricks, Kerry Crandall, Lisa Baird Staff: Marketing and Communications Manager, Sarah Wieck 1. Regular Meeting: Roll Call Steve called the meeting to order at 9:03 a.m. 2. Approval of Agenda: Eric moved, and Lisa seconded the motion to approve the Agenda. Motion carried: 7- 0. 3. Consent Agenda: Eric moved, and Lisa seconded the motion to approve the Agenda. Motion carried: 7- 0. Minutes – May 20th, 2022 4. Discussion a. Mural Fest 2022 i. Sponsorships ii. Volunteers- Jerilyn organizing volunteers iii. Special meeting July 7th Page 2 of 2 5. Open Forum: 6. Other Business: a. Elementary school chair b. Cindy’s ideas for sculpture signage a. Central location for public art kiosk c. Oktoberfest a. 3rd weekend in September…potentially 17th b. Single location – lions ponds or railroad ave d. Cie sculpture and music e. Farmers Market f. Fire & Ice a. February 11th b. Marching band 7. Future Agenda Item: c. Public art kiosk Meeting Adjourned: Eric moved, and Lisa seconded the motion to adjourn. Motion carried: 7-0. Meeting adjourned at 10:40 a.m. PUBLIC ARTS COMMITTEE MINUTES DATE: Thursday, July 7th, 2022 MEETING: Public Arts Committee Special Meeting PLACE: Fraser Town Hall Board Room PRESENT Board: Jerilyn Schuster, Steve Fitzgerald, Callie McDermott, Eric Vandernail, Tara Hendricks, Kerry Crandall, Lisa Baird, Cindy McCay Staff: Marketing and Communications Manager, Sarah Wieck 1. Regular Meeting: Roll Call Steve called the meeting to order at 9:03 a.m. 2. Approval of Agenda: Callie moved, and Jerilyn seconded the motion to approve the Agenda. Motion carried: 8-0. 3. Consent Agenda: Jerilyn moved, and Callie seconded the motion to approve the Agenda. Motion carried: 8-0. Minutes – May 20th, 2022 4. Discussion a. Mural Fest 2022 i. Update on progress of mural festival ii. Sponsorship updates Page 2 of 2 5. Open Forum: 6. Other Business: a) Jack Kerouac Sculpture dedication 7. Future Agenda Item: Meeting Adjourned: Eric moved, and Lisa seconded the motion to adjourn. Motion carried: 7-0. Meeting adjourned at 10:40 a.m. PUBLIC ARTS COMMITTEE MINUTES DATE: Thursday, July 21st, 2022 MEETING: Public Arts Committee Special Meeting PLACE: Fraser Town Hall Board Room PRESENT Board: Jerilyn Schuster, Steve Fitzgerald, Callie McDermott, Eric Vandernail, Tara Hendricks, Kerry Crandall, Lisa Baird, Cindy McCoy Staff: Marketing and Communications Manager, Sarah Wieck 1. Regular Meeting: Roll Call Eric called the meeting to order at 2:00 p.m. 2. Approval of Agenda: Callie moved, and Jerilyn seconded the motion to approve the Agenda. Motion carried: 8-0. 3. Consent Agenda: 4. Discussion a. Mural Fest 2022 i. Update on progress of mural festival 5. Open Forum: Page 2 of 2 6. Other Business: a) Fire and Ice a. Doubling down in fireworks and ice sculpture. 7. Future Agenda Item: Meeting Adjourned: Jerilyn moved, and Callie seconded the motion to adjourn. Motion carried: 8-0. Meeting adjourned at 10:40 a.m. FRASER PLANNING COMMISSION MINUTES DATE:Wednesday, April 27, 2022 MEETING:Planning Commission Regular Meeting PLACE:Fraser Town Hall and Virtual On-Line Meeting PRESENT Commission:Commissioners:Chair Jean Wolter,Vice Chair Katie Soles,Philip Vandernail,Parnell Quinn,Margaret Bowles,Bob Gnuse and Sam Brewer Staff:Town Planner,Catherine Trotter;Town Clerk Antoinette McVeigh;Town Manager Ed Cannon Others:See list Chair Jean Wolter called the meeting to order at 6:30pm. 1.Roll Call:Chair Jean Wolter,Vice Chair Katie Soles,Philip Vandernail,Parnell Quinn, Margaret Bowles, Bob Gnuse and Sam Brewer 2.Approval of Agenda: Commissioner Soles moved,and Commissioner Quinn seconded the motion to approve the agenda. Motion carried: 7-0. 3.Consent Agenda: a.Minutes March 23, 2022 Commissioner Vandernail moved,and Commissioner Soles seconded the motion to approve the consent agenda. Motion carried: 7-0. Town Planner Trotter thanked Chair Wolter for her twelve years of service,including six years as the chair.This is Town Planner Trotter’s last meeting with the Planning Commission,her last day with the town is May 6.The Commissioners thanked Trotter for her eighteen years of employment and work with the Commission. Town Manager Cannon introduced Baseline Planning Services.They will be taking over the roll of the Planning for the town. 4.Public Hearing And Possible Action: a.Preliminary Plat/Major Site Plan Koselig on Main,406 Zerex St.&315 Fraser Ave Commissioner Gnuse motioned,and Commissioner Soles seconded the motion to open the public hearing. Motion carried 7-0. Page 2 of 2 Applicant is requesting Preliminary Plat/Site Plan approval. This subdivision application is being processed as a Major Subdivision in accordance with Section 19-3-210 of the Fraser Municipal Code. The purpose of a major subdivision plat is to divide one (1) or more lots or parcels of land into a total of five (5) or more lots or five (5) or more dwelling units. We are also processing a Major Site Plan in accordance with Section 19-2110 of the Land Development Code. The applicant’s project will consist of @ 4,000 SF of retail space and 20 apartment units. The project aims to deliver restricted low-income housing units and attainable market units to provide for rental housing to the residents of Fraser and Grand County. Town Planer Catherine Trotter presented to the Commission. Proof of publication was provided in the packet. The adjacent property owners were sent out certified mail and return receipt regarding notice of the hearing. The developer Byson Investments and managing partners Greg Bechler and Kevin Rifkin presented to the commission and answered questions. Architects Peter Nelson and Krista Klancke, general contractor Thomas Elliot, civil and structural engineer Kevin Vecchiarelli. also presented. Public comment was taken from Deb Anderberg, Barry Young and Nicole. A letter was sent to the commission from Bryan and Keary Hallack. Commissioner Soles motioned,and Commissioner Quinn seconded the motion to close the public hearing. Motion carried 7-0. Commissioner Vandernail motioned, and Commissioner Quinn seconded to approve Resolution 2022-04-01 A Preliminary Plat and Major Site Plan For Koselig On Main, 406 Zerex St. And 315 Fraser Ave, A Replat Of Lots 30-33 Lying N Of Us 40, Block 7, 1st Addition To The Town Of Eastom (Aka Fraser), Grand County, Colorado, Part Of Sec. 19, Township 1 South, Range 75 West Of The 6th PM Motion carried 7-0. 5. Other Business: 6.Open Forum: Commissioner Soles, downtown parking is limited TM Cannon, the town is looking into parking 7.Future Agenda Items: None 8. Adjourn: Commissioner Soles moved,and Commissioner Gnuse seconded the motion to adjourn. Motion carried: 7-0. Meeting adjourned at 8:09 p.m. __________________________ Antoinette McVeigh, Town Clerk FRASER PLANNING COMMISSION MINUTES DATE:Wednesday, June 22, 2022 MEETING:Planning Commission Regular Meeting PLACE:Fraser Town Hall and Virtual On-Line Meeting PRESENT Commission:Commissioners:Philip Vandernail,Margaret Bowles,Sam Brewer,Bob Gnuse, Andy Miller, Parnell Quinn Staff:Baseline Planning Services, Town Clerk Antoinette McVeigh Others:See list Roll call was at and the meeting 6:30. 1.Roll Call:Philip Vandernail,Margaret Bowles,Sam Brewer,Bob Gnuse,Andy Miller, Parnell Quinn 2.Appointment of Chair and Vice Chair: The appointment of the chair and vice chair have been moved to the next meeting. 3.Approval of Agenda: Commissioner Bowles moved,and Commissioner Miller seconded the motion to approve the amended agenda,removing the appointment of the chair and vice chair. Motion carried: 6-0. 4.Consent Agenda: a.Minutes April 27, 2022 Commissioner Bowles moved,and Commissioner Quinn seconded the motion to approve the consent agenda. Motion carried: 6-0. 5.Public Hearing And Possible Action: a.Middle Park Health- Fraser Health Center Major Site Plan Commissioner Gnuse moved,and Commissioner Miller seconded the motion to open the public hearing regarding Middle Park Health-Fraser Health Center Mayor Site Plan at 6:41 p.m. Motion carried 6-0. Julie Esterl from Baseline Planning Services presented to the commission.There is a correction on the lot it is The Village at Grand Park, Filing 2, Lot 12C. The owner,Kremmling Memorial Hospital District,a Colorado Special Tax District also known as Middle Park Health,is requesting Major Site Plan approval for the construction of a new outpatient medical clinic to be located at the south end of The Village at Grand Page 2 of 3 Park,Filing 2,Lot 12C.The project is a 2-story,31 thousand square foot building on a 2.7-acre site to include 53 parking spaces and an at-grade helistop. The applicant purchased the 2.7-acre property from Grand Park,LLC.A Final Plan for The Village has been previously processed and recorded.A final plat for this property was previously approved by Planning Commission and Town Board and recently recorded by Town Staff.The recorded plat is included in the Planning Commission (PC) packet. The applicant received conditional approval for the same application in April 2020. Since it has been over two years,the approval has expired,and the application has been resubmitted for a new approval.The applicant made revisions to the drawing set based on the comments from 2020. The applicant is proposing to construct a 27,345 +/-SF in-patient services hospital with two beds and a 3676 +/-SF outpatient services medical clinic with six beds.The town code requires the following parking spaces. • Section 19-4-230 TABLE 4.1, INSTITUTIONAL USES – HOSPITAL: o Requires 1 space per 2 beds plus 1 per employee at maximum staff occupancy o They have 2 beds in 27,345 SF, plus 20 employees. o This requires 1 + 20 spaces = 21 spaces •Section 19-4-230 TABLE 4.1,COMMERCIAL USES –MEDICAL AND DENTAL CLINICS: o Requires 4 spaces per room o They have 6 rooms in 3,676 SF o This requires 6 x 4 spaces = 24 spaces. o The total spaces required are 43.The total spaces provided are 53 spaces. Site plan parking appears to meet the code. Public Comment, none. Commissioner Brewer motioned,and Commissioner Gnuse seconded the motion to close the public hearing Middle Park Health-Fraser Health Center Mayor Site Plan at 6:48 p.m. Motion carried 6-0. Commissioner Bowles motioned,and Commissioner Brewer seconded the motion to approve Resolution 2022-06-02 Approving A Major Site Plan for A New Fraser Health Center to Be Located at The Village at Grand Park,Filing 2,Lot 12c,Town of Fraser, Grand County,Colorado,Part of Sec.28,Township 1 South,Range 75 West of the 6th Pm. Motion carried 6-0. b.Koselig On Main Final Plat Commissioner Miller motioned,and Commissioner Brewer seconded the motion to open the public hearing regarding Koselig on Main Final Plat at 6:50 p.m. Motion carried 6-0. Alyssa Rivas from Baseline Planning Services presented to the commission. Page 3 of 3 The applicant,406 Zerex LLC,is requesting Final Plat approval of Koselig on Main,406 Zerex St. & 315 Fraser Ave. This subdivision application is being processed as a Major Subdivision in accordance with Section 19-3-210 of the Fraser Municipal Code.The purpose of a major subdivision plat is to divide one (1)or more lots or parcels of land into a total of five (5)or more lots or five (5)or more dwelling units.The Preliminary Plat and Major Site Plan were conditionally approved at the Fraser Planning Commission meeting on April 27,2022 by Resolution 2022-04-01. As outlined in the April 27,2022 Planner Briefing for the Preliminary Plat and Major Site Plan approval,the applicant’s project will consist of 4,000 SF of retail space and 20 apartment units.The project aims to deliver restricted low-income housing units and attainable market units to provide for rental housing to the residents of Fraser and Grand County.Residential density and parking requirements were considered consistent with the Fraser Municipal Code and conditionally approved per Resolution 2022-04-01 Staff is recommending that the Planning Commission forward this application to the Fraser Board of Trustees with a recommendation of approval including the conditions listed in the Resolution. Commissioner Brewer motioned,and Commissioner Miller seconded the motion to close the public hearing regarding Koselig on Main Final Plat at 6:50 p.m.Motion carried 6-0. Commissioner Miller motioned,and Commissioner Bowles seconded the motion to approve Resolution 2022-06-01 Approving A Final Plat for Koselig on Main,406 Zerex St.And 315 Fraser Ave,A Replat of Lots 30-33 Lying N Of Us 40,Block 7,1st Addition to The Town of Eastom (Aka Fraser),Grand County,Colorado,Part of Sec.19, Township 1 South, Range 75 West of the 6th Pm. Motion carried 6-0. 6. Other Business: a)Commissioner Gnuse inquired about parking downtown. The Economic Development Advisory Committee has been tasked with researching this. Grand County will be conducting a County Master Plan. b)Mayor Vandernail, Sam Brewer has resigned and thank you for serving on the Planning Commission for many years. 7.Open Forum: 8.Future Agenda Items: None 9. Adjourn: Commissioner Bowles moved,and Commissioner Brewer seconded the motion to adjourn. Motion carried: 6-0. Meeting adjourned at 7:10 p.m. __________________________ Antoinette McVeigh, Town Clerk