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HomeMy WebLinkAbout1.0 ApplicationSGM www.sgm-inc.com August 26th, 2016 Ms. Kathy Eastley, AICP Senior Planner, Garfield County Community Development 1088 th Street, #401 Glenwood Springs, CO 81601 970-945-1377 Re: Roaring Fork Water & Sanitation District Eastbank Lift Station — Site Application Report Ms. Kathy Eastley; SGM is submitting the attached Site Application Report on behalf of the Roaring Fork Water & Sanitation District to satisfy the requirements of Section 22.7, which requires submittal of the engineering report and application to the appropriate local agencies for review and comment prior to CDPHE submittal. The site application is for a new lift station associated with the RFWSD service area expansion as prompted by the RE -1 school construction and planned development for surrounding properties. The new lift station will have a buildout maximum month average day hydraulic capacity of 0.102 MGD, and the effluent flow will be treated at the Roaring Fork Wastewater Treatment Facility. Please review the attached report and supporting information, and obtain the appropriate signatures on pages 4 & 5 of Appendix B. The District respectfully requests prompt review and approval of the site application, as necessary to maintain an aggressive project and construction schedule that is driven by the need to have the new RE -1 school online in the summer of 2017. If you have any questions or concerns regarding this application, please contact me at (970) 384-9049. Sincerely, SGM, INC. oebR in >gl �E. . Design Engineer SGM, Inc. cc: Louis Meyer, P.E., Project Engineer, SGM Tonya Uren, Roaring Fork Water & Sanitation District Nat Torres, P.E., NV5 GLENWOOD SPRINGS 118 West Sixth St, Suite 200 1 Glenwood Springs, CO 81601 1 970.945.1004 [This page was left blank intentionally.] SITE APPLICATION ROARING FORK WATER & SANITATION DISTRICT EASTBANK LIFT STATION August 2016 Prepared by SCHMUESER GORDON MEYER q,W,d1� E N G I N E E R 5 5 U R V E Y O R S 1 1 8 WEST SIXTH STREET, SUITE 200 GLENWOOD SPRINGS, CO 8 1 60 1 970.945.1 004 970.945.5948 FAX SITE APPLICATION ROARING FORK WATER & SANITATION DISTRICT EASTBANK LIFT STATION REVIEWED BY SGM Project # 96059C-Re1 SchDist I:\1996\96059C-RE1 SCHDIST\06-LIFT STATION DESIGN AND PERMITTING\SITE APP TABLE OF CONTENTS 1.0 Executive Summary 2.0 Project Background 2.1 Project Overview 2.2 Project Purpose 2.3 Sit Description 3.0 Service Area Definition 3.1 Service Population 3.2 Population Growth Projection 3.3 Flow Projection 4.0 Receiving Treatment Entity 5.0 Legal Control of Site 6.0 Operation & Maintenance 6.1 Responsible Entity 6.2 Emergency Operations Plan 6.3 Management Capacity 6.4 Financial Capacity 7.0 Implementation Schedule 1 3 3 3 3 5 5 6 6 9 9 9 10 10 10 10 10 LIST OF APPENDICES Appendix A Vicinity Map, RE -1 Inclusion Map, Proposed Land Use Map, Floodplain Map, Zoning Map Appendix B Regulation 22 Site Location Approval Form Appendix C RE -1 Utility Sizing Memo Appendix D Certification from Treatment Entity Appendix E Project Schedule Appendix F Site Posting Appendix G RFWSD Service Plan Amendment Eastbank Lift Station 1.0 Executive Summary August 2016 The project involves the construction of the new Eastbank Lift Station to facilitate expansion of the existing Roaring Fork Water & Sanitation District (RFWSD) service area. The expanded service area is to include the new RE -1 school, properties adjacent to the new school that are planned for development, and properties between Roaring Fork River and Highway 82, north of the RFWSD current service area. It is anticipated that the lift station will be constructed and on-line in the Summer of 2017 to facilitate school occupancy in August. Eastbank Lift Station Site Application August 2016 Eastbank Lift Station 2.0 Project Background 2.1 Project Overview August 2016 SGM is submitting this Site Application on behalf of the Roaring Fork Water & Sanitation District to gain approval for the new Eastbank Lift Station site, as described within this report. Design will proceed rapidly upon the receipt of site approval. Submittal of the subsequent Design Report is anticipated in the fall of 2016 to facilitate lift station construction in the Spring of 2017. The Eastbank Lift Station will be owned by the Roaring Fork Water and Sanitation District, as identified by the mailing address below: Roaring Fork Water & Sanitation District Attn: Tonya Uren, District Administrator PO Box 1002 Glenwood Springs, CO 81601 2.2 Project Purpose The project involves the construction of a new lift station to enable expansion of the existing RFWSD service area, as driven by the construction of the new RE -1 school and planned development of the surrounding properties. There is currently no community water or wastewater service in the expanded service that is to be served by the proposed lift station. The RFWSD has declared intent to provide service to the expanded service area through submission of a Service Plan Amendment to Garfield County. The Service Plan Amendment Report is included in Appendix G. for reference. Final acceptance of the Service Plan Amendment is anticipated at the court hearing scheduled in September. The RE -1 School District has entered into a Pre -Inclusion Agreement with RFWSD, effectively committing to the construction of all water and wastewater facilities as necessary to utilize RFWSD water and wastewater utilities, pending final approval of the Service Plan Amendment on behalf of Garfield County. In addition, several developments on the adjacent properties have already submitted requests for service to the District, given the planned utility extensions. 2.3 Site Description The lift station site is to be located on a currently undeveloped site approximately one- quarter mile south of the intersection of County Road 154 and Colorado Highway 82 in Garfield County. The site is bordered by the Roaring Fork River to the south. Site access will be provided by a new access road immediately to the north of the lift station site. This access road will intersect with the new primary access road for the RE -1 school, which will intersect with County Road 154. The Vicinity Map identifying the lift station location, topography of the area, and neighboring land uses is provided in Appendix A. Proposed land uses are reflected in Proposed Eastbank Master Plan Map, as prepared by Sopris Engineering and included in Appendix A. The FEMA floodplain map for the expanded service area is also provided in Appendix A. This describes a 1 00y and 500yr floodplain elevation of 5887' (converted to NAVD 88) adjacent to the lift station site. The Eastbank Lift Station will have a finished floor elevation of 5897', and therefore is not in the flood plain. Site Application 3 Eastbank Lift Station Site Application August 2016 Eastbank Lift Station 3.0 Service Area Definition 3.1 Service Population August 2016 The lift station service population will consist of the 35 acre RE -1 School District property, as well as 10 adjacent parcels comprising 135 acres for a total service area expansion of 170 acres to the existing RFWSD service area. The expanded service area lies to the North of the existing RFWSD service area, and is bounded by CO HWY 82 to the East, and the Roaring Fork River to the West and South. The RE -1 Inclusion Map in Appendix A. further depicts the boundaries of the expanded service area in relation to the current service area. The RE -1 School District intends to construct two schools, accounting for an estimated 54 EQR's. This estimate was developed by Sopris Engineering on behalf of the RE -1 School District for the purposes of the Service Plan Amendment. Details of this estimate are provided in Appendix C. Additional affordable housing development on the 35 acre RE -1 property will contribute up to 26 EQR's, yielding a buildout total of 80 EQR's for the RE -1 property. The remaining 135 acres within the expanded service area is currently zoned Rural by Garfield County. This area is not currently within the City of Glenwood Springs, but it is within the Urban Growth Boundary as identified in the City's Comprehensive Plan. This plan identifies the area as Low Density Residential, equal to one residence per 20,000 sf. For planning purposes, the current zoning and related density was used to estimate a contribution of 285 EQR's for this portion of the expanded service area. It is important to note that this projection is conservatively high as it is based on total land area; the actual number of platted lots at buildout is expected to be less than 285. It is likely that some small portion of the 135 acres adjoining the RE -1 School District property will be developed for commercial and light industrial uses, as shown on the Proposed Master Plan Map in Appendix A., as prepared by Sopris Engineering. Garfield County has recently approved plans for an auto repair shop and veterinary clinic within the expanded service area, and the same developer has indicated plans to move forward with a Hospice facility. Given the nature of these businesses, the 285 EQR estimate remains sufficiently conservative. The resulting total of 365 EQR's for the 170 acre expanded service area, as proposed to Garfield County in the Service Plan Amendment, was used for sizing the lift station and related utilities. Site Application 5 Eastbank Lift Station 3.2 Population Growth Projection August 2016 SGM performed population growth projections for the Eastbank Lift Station Service area given limited knowledge of anticipated development in years 1-10, and assuming a 5% compounded annual growth rate for the future low-density residential development. Residential development is shown as delayed to 2025 to provide time for zoning, county approvals of plans, and development construction. The resulting growth projection (in EQR's) is shown in Table 3.2-1. Table 3.2-1 — Expected Service Area Growth in EQR's Year Service Area (EQR's) Camments 2.016 0 2017 32 RE -1 Schoof#1 online 2019 32 2019 36 L1LY1t C_ommemal Auto Vet 2.=02:0 _�1 fordable ) aousina Begins ; 5 err buildout', 2021 46 2022 57 Hospice Facility- 2.023 62 202 6? 2025 74 Residential Development - 5% Annual Crrwth K6 92. 2027 126 REl1 School #2 202.'9 143 2029 162 203 191 2031 201 32 7'x'7 2.033 244 20]-� ?68 2035 2'92 2036 313 2037 345 Given that the 20 year projection yields a total of 345 EQR's, or 95% of buildout as described in the Service Plan Amendment, it is most economically appropriate to design and permit the Eastbank Lift Station service area buildout of 365 EQR's. 3.3 Flow Projection Direct Historical projections for wastewater production in the Eastbank Lift Station service area are not available, as the area currently does not have community water or wastewater service. The Maximum Month Average flow of 280 GPD/EQR has been used in sizing projections for other RFWSD wastewater systems, and this has been found to be sufficiently conservative. SGM used pump run data from two existing RFWSD lift stations to calculate local GPD/EQR ratios and validate a ratio for the use in design of the Eastbank Lift Station. The two existing lift stations that were analyzed include Lift Station #1 and Lift Station #2. Lift Station # 1 is located north of the Roaring Fork Wastewater Treatment Facility and is Site Application im L Eastbank Lift Station August 2016 situated within the Ironbridge development. The service area of Lift Station #1 is residential in nature and is near full buildout (94%). Lift Station #2 is to the north of Lift Station #1, and serves a more recent phase of the Ironbridge development including residential and some light commercial uses. The Lift Station #2 service area is at 34% of buildout. Chart 3.3 - 1 shows the GPD/EQR for each lift station as calculated on a monthly basis. Chart 3.3 - 1 — Flow Validation Gk.F 2d Existing Lift Station Flaw Analysis I00 s} DerEmber-14 Aprik15 July -15 Ckmher--15 January -16 May -16 August16 Month —�M-2 M -I The data shows some variability in the monthly average flows at both lift stations. The somewhat higher GPD/EQR rates observed at Lift Station #1 are likely due to demographical differences, namely a greater proportion of full-time residences, with many of those being families with children. It is anticipated that the service area of Lift Station #2 will show a similar demographic trend as it grows closer to buildout. The peak month of 277 GPD/EQR, as observed at Lift Station #1 suggests that the typical design point of 280 GPD/EQR is valid for use in design of the Eastbank Lift Station, as this service area is anticipated to grow into a similar demographic trend as the existing Lift Station #1. Projected buildout (design) flows for the Eastbank Lift Station service area described in Table 3.3-1. Site Application ii 7 Eastbank Lift Station Table 3.3 - 1 — Design Flows August 2016 W1#�� Yf:iLi�Yllli+f N:iV Yf:.Si�YiL�1 +f N:iY �T:i•1 fSI1i,1 ��ia1f2I�N !� f f VVIJ, Y RE -1 €chools, (2i 54 280 1:,120 11 3.73 39.2 Affordable Housing 26 280 7,280 5 3.73 18.9 Low Density Res. &Other LO`_ 280 79,800 CC 3.73 20e TOTALS 3455 102,20 71 2455 The peak hour factor of 3.73 is calculated from the following equation as published in the Ten States Standards Recommended Standards for Wastewater Facilities, 2014 edition. Population was calculated using a ratio of 3.5 persons per EQR. QPeak 18 + vT QAzerage 4 + -"P- The Eastbank Lift Station will be designed for a buildout Maximum Month Average Day of 0.102 MGD, and a Peak Hour of 265 GPM, or 0.382 MGD. Chart 3.3-2 provides the 20 year flow projection for the Eastbank Lift Station service area. Chart 3.3 - 2 — Projected Flows Projected Flows 5%Campnunded Annual C,rmdjth 2S-3 IDE E a 0 0 LL 100 Flows in general are anticipated to be relatively small for the first 10 years, as reflected by both the Average Day and Peak Hour. The actual timeline for residential development will significantly affect the general utilization of the lift station in comparison to its' installed capacity. Site Application 12 L Eastbank Lift Station August 2016 Several design elements and operational strategies will be employed to manage low initial flows. This includes the installation of both 4" and 6" force mains and manipulation of pump drive ratio for operation at a lower initial pump discharge set point while maintaining redundant capacity for the full design point with the same mechanical equipment. Wet -well and force main retention times will be further managed through the controlled addition of clean water to the wet -well with an electronically controlled valve. 4.0 Receiving Treatment Entity Wastewater discharged from the Eastbank Lift Station will ultimately be received and treated at the Roaring Fork Wastewater Treatment Facility. The facility is currently permitted for 0.107 MGD and master planned for 0.321 MGD with expansion expected in 0.107 MGD increments. Due to the projected flows from the expanded service area, the District has started the planning and permitting process to expand the WWTF, including a recent submission for preliminary effluent limits. Currently the District has approximately $2 million in a restricted fund earmarked for WWTF expansion. Written confirmation of the treatment entity's willingness to treat effluent from the Eastbank Lift Station is provided in Appendix D. 5.0 Legal Control of Site The property owner, Robert Macgregor, has agreed to locate the lift station on his property as described in this site application. Macgregor has independently hired an engineering consultant (High Country Engineering) to perform site engineering as necessary to enable the development of his properties that adjoin the RE -1 School District Property and are included in the expanded service area. Macgregor, RE -1, and SGM have all been actively involved in project coordination to ensure mutually beneficial placement of utilities, and to facilitate utility construction on Macgregor's property concurrent with the RE -1 School District property. The site location on Macgregor's property is beneficial for all parties as it is a natural low point of the expanded service area, and therefore facilitates gravity sewer service to planned developments on Macgregor's property, the RE -1 School District property, and other adjoining properties. RFWSD Pre -Inclusion and Line Extension Agreements require all involved parties to provide easements to RFWSD for the lift station and associated utilities. These easements will be preliminarily indicated on the construction plans, and reviewed by SGM on behalf of RFWSD prior to construction. Final legal easements will be filed on the amended plat based on as - built conditions. 6.0 Operation & Maintenance 6.1 Responsible Entity The Eastbank Lift Station will be operated by Environmental Process Control (EPC) under contract by RFWSD. EPC currently operates the five existing lift stations owned by RFWSD, as well as the Roaring Fork Wastewater Treatment Facility and all other wastewater and water utilities. Site Application 13 E Eastbank Lift Station 6.2 Emergency Operations Plan August 2016 Consistent will the other RFWSD lift stations, the Eastbank Lift Station will utilize a Motorola MoSCAD SCADA system with the ability to convey multiple alarm outputs. This will include a high water alarm, as well as various system fault alarms as output by the pump control panel of the packaged pumping system. A redundant method of level measurement and pump control will be provided. The lift station will utilize an on-site backup generator sufficiently sized to power the pumping equipment, instrumentation, and controls. The generator will be powered by natural gas, and capable of auto -starting upon failure of the primary power system. Sufficient emergency storage will be provided to facilitate a 45 minute allowance for response and remedial action under buildout peak hour flows without risk of sanitary sewer overflow. Additional details pertaining to the lift station emergency operations will be provided in the subsequent Design Report. 6.3 Management Capacity RFWSD typically handles the addition of utilities to the District under a Line Extension Agreement with the property owner or developer. This agreement provides the District the right to review all utility designs prior to construction, and provide design input as necessary to uphold the District standards and control the waste constituent and hydraulic loading. The RE -1 School District is currently under a Pre -Inclusion Agreement with RFWSD due to the need for the Service Plan Amendment to establish service outside of the existing District boundaries, however the same review rights are afforded. RFWSD also has the ability to control the waste constituent and hydraulic loading through the issuance of Tap Permits and collection of Tap Fees. This process constitutes a method of waste evaluation on an individual customer basis. 6.4 Financial Capacity Construction of the Eastbank Lift Station will be funded by the RE -1 School District, as provided for in the Pre -Inclusion Agreement. The School District has completed a bond sale to establish sufficient available funding for the larger school construction project, including the construction of the lift station. All other operation and maintenance of the lift station will be funded by RFWSD. The district collects sewer tap fees to fund the operation and maintenance of all District wastewater facilities. The District maintains the ability to raise tap fees and/or asses special tap fees for individual service areas, should this be necessary in the future. While RFWSD currently has no bonded indebtedness, the District has the ability to issue bonds to fund future major improvements to the lift station or related utilities. 7.0 Implementation Schedule The schedule for the Eastbank Lift Station Project is shown in Appendix E. The schedule is driven by an expected construction completion date of June 30`h, 2017, as dictated by the construction schedule for the new RE -1 School. The lift station is critical to facilitate the startup and testing of the school mechanical systems, as necessary for school occupancy in August of 2017. Timely CDPHE review is greatly appreciated in light of this tight schedule. Site Application 14 10 Eastbank Lift Station Site Application August 2016 Appendix A Vicinity Map RE -1 Inclusion Map Proposed Land Use Map (Sopris Engineering) Floodplain Map Zoning Map Appendix A 15 L'. ti h an 1� In t � —4, �i� ` L l Y'`•, tr t # j1.1C S/ ���. 'kill3w 111111 r � /► vZ1 ( 1, f '1.'�y -. .��.. �s ♦� ^ ���± l�,}yy . t :yam � .,�^ w � i4i - ; � , } + h LU _ - _ - ��r='�r ►:..�F`�� s � .i��.'+��'� may` �R �j;.! y a •,di �r 1'4 to .i �� A p+► GRAPHIC SCALE LZ \ x Y •.._ ' . x rY" 200 s Yvy e ' �.. . * _.„ _ !i• S-� ••M PCo 0 100 200 400 800ui m z z z m 0 ui ` T N �;, x`r!. ► #;''i `4�r�a� IN FEET) UJ o Q o U LU � i, � A �c.:dr*,���t�� �'. '�'�`�► �. ;, i.. - .tir .4 �* �` J�',%•yam 1 inch = ZOOft. � �' -` �-� I •� R r;F y U i• - % •�1W•' \ • `R I, ' ,'�► �` ' ' L 1 . iii i+ Ln i 1 iV�. a• '^w}r� ��jl..k i •} �, '�{ � �� �`- � -� i it'�.,{ SRA � 11• 'YLu s w 0 MCD POTENTIAL FUTUR QEVELOPMENT } J, �K �:4�IF. , ,_nn z z o z Q O l �+ {�. '+A" m�� meq . i LU J CN X O 00 LLU a�`. �`' _ \ - �� 46.x, .+�• +y�� �. � �! � /�\� k. NO DEVELOPMENT - r - PROPOSED IN.THIS AREA"" o r All - \ z i -'- _ -_. 2 RE SCHOOL SITE Fr- \,•r ui_Yx•- r PRIVATE RANCH/ -1 (2)-SCHOOLSr RESIDENTIAL AND FI ELDSBALLus \ ;� i h RESIDENTIAL CO MERCIAL IND_ ol WO HOSPICE k r7 , 1 i J^ ry uit — s_ a 4 J 1 ' U J w f t >x • � T UJ ps .j rd A�' a 1 UJ Uj ...., z„ { CD w g q A , DATE: 06-22-16 JOB NO. 16015 L , SHEET 1 OF 1 6/22/2016-PROJECT#*6:\2015\15233\CIVIL\CivilDWGs\PL4(\15233-PLOT-MASTS 9 In N E B 5841 cL f FORK ZONE B _ APPROXIMATE SCALE IN FEET R 5842 1000 0 1000 5843 -F-5844 ZONE C �g v 5852 NATIONAL fL00D INSURANCE PROGRAM \ �X ZONE AZ � ��'� RM44 FIRM ZONE B 5854 4 �� � FLOOD INSURANCE RATE MAP 5910 82 P; 59� 2 h� GARFIELD COUNTY, COLORADO ile 5880-- ,5) (UNINCORPORATED AREAS) ZONE B 5860< j ( s PANEL 1465 OF 1900 (SEE MAP INDEX FOR PANELS NOT PRINTED) 154 ZONE B 5$65 g68 ZONE B 03` CP 5873 ;. COMMUNITY -PANEL NUMBER ZONE A4 \�� 080205 1465 B RM 16 MAP REVISED: A 5903 JANUARY 3, 1986 Federal Emergency Management Agency ZONE B Z O N E C This is an official copy of a portion of the above referenced flood map. It was extracted using F-MITOn-Line. This map does not reflect changes or amendments which may have been made subsequent to the date on the title block. For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at www.msc.fema.gov .1 1� 1� 1� 1� 1� ih 1� 00 010 • • • .1 1� 1� 1� 1� 1� ih 1� 00 010 Eastbank Lift Station Site Application August 2016 Appendix B Regulation 22 Site Location Application Form Appendix B 21 22 6- Water Quality Control Division Engineering Section Colorado Department of Public Health and Environment 4300 Cherry Creek Drive South, 132 Denver, Colorado 80246-1530 CDPHE.WQEngReview(cD_state.co.us 303-692-6298 Regulation 22 Application Form Section 22.7 of Regulation 22: Interceptor Sewers Not Eligible for Certification and Lift Stations A. Project and System Information System Name Roaring Fork Water & Sanitation District Project Title Eastbank Lift Station County Garfield Date Fee Paid or payment attached Attached Invoice Number and Check Number WUSA171029174 Design Company Name SGM, Inc. Design Engineer Louis Meyer CO License Number 20797 Address 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 Email LouisM@sgm-inc.com Phone (970)945-1004 Fax Applicant / Entity Roaring Fork Water & Sanitation District Representative Name/Title Tonya Uren, District Administrator Address PO Box 1002 Glenwood Springs, CO 81601 Email info@rfwsd.com Phone (970)945-2144 Fax B. Project Information Location (existing or proposed site) Proposed Project Capacity Brief location description New location, Southwest of Cty. Rd. 154, Aproximately 1/4 mile south of the intersection of Cty. Rd. 154 and Co. Hwy. 82 Maximum Month Average Hydraulic Capacity in million gallons per day (MGD) 0.102 MGD Legal Description e. ., Township, Range) Rural Peak Hour Hydraulic Capacity in million gallons per day (MGD) 0.382 MGD Count Garfield Latitude 39.4833571 Organic Capacity (lbs. BODS/day) — Treatment Facilit Onlylbs. BODS/day Longitude 107.2945647 Funding Process Will a State or Federal grant or loan be sought to finance any portion of the project (e.g., State Revolving Fund)? No ® Yes ❑ If yes, please list project number Project Schedule and Cost Estimate Estimated Bid Opening Date March 15, 2017 Estimated Completion Date June 30, 2017 Estimated Project Cost $180,000 Revised December 2013 Section 22.7: Application Form Page 1 of 7 Colorado Department of Public Health and Environment Water Quality Control Division 4300 Cherry Creek Drive South, 132 Denver, Colorado 80246-1530 CDPHE.WQEngReview@state.co.us 303-692-6298 Regulation 22 — Domestic Wastewater Step 2: Application Form Section 22.7: Interceptor Sewers Not Eligible for Certification and Lift Stations Regulation 22 Application Form Section 22.7 of Regulation 22: Interceptor Sewers Not Eligible for Certification and Lift Stations Project and System Information Project Title Eastbank Lift Station System Name Roaring Fork Water & Sanitation District County Garfield Interceptor/Lift Station Design Information 1. a) Name and address of wastewater treatment facility providing treatment (Receiving wastewater facility must fill out "Receiving Wastewater Entity Certification" Roaring Fork Wastewater Treatment Facility; 3790 CR 109, Carbondale, CO 81623 Site Information 2. Vicinity maps of facility location which includes the following: a) 1 mile radius map: habitable buildings, location of public and private potable water wells, an approximate indication of the topography, and neighboring land uses Provided with report. See Appendix A. 3. Site Location Zoning a) Present zoning of the site location? Rural b) Zoning within a one (1) mile radius of the site? For New Lift Stations Only. Provided with report. See Appendix A 4. Floodplain or Natural Hazards a) Is the facility located in a 100 -year floodplain or other natural hazard area? If so, what precautions are being taken? The lift station structure is not within the 100 -year floodplain. b) Has the floodplain been designated by the Colorado Water Conservation Board, Department of Natural Resources or other agency? If so, please list agency name and the designation. N/A 5. Land Ownership a) Who owns the land upon which the facility will be constructed? Please attach copies of the document(s) creating authority for the applicant to construct the proposed facility at this site. Robert Macgregor; Eastbank, LLC Lift Station Facility Only 6. Please describe the period during which service area build -out will occur. Substantial growth is anticipated, likely approaching buildout in 20 years. 7. Please describe the flows expected in the first five years and ten years of operation. The RE -1 school will be the primary flow contributor in year 1. Within the first 5 years, some additional contribution is expected from light commercial and affordable housing developments to account for a projected peak hour flow of 50 gpm. Low-density residential development is expected to begin within 10 years, bringing to the projected peak hour flow to near 100 gpm. Revised December 2013 Section 22.7: Application Form F�4ge 2 of 7 8. Will the proposed lift station replace an existing lift station? Yes ❑ No If Yes, please describe the current flows and loadings that will be switched to the proposed lift station. N/A 9• Describe emergency back-up system in case of lift station and/or power failure. An on-site generator will provide backup power. Project Information 10. a) What entity is financially responsible for the construction of the facility? RE -1 School District 11. a) What entity has the financially responsibility for owning and long term operating expense of the proposed facility? Roaring Fork Water and Sanitation District 12. a) What entity has the responsibility for managing and operating the proposed facility after construction? Environmental Process Control, under contract with Roaring Fork Water and Sanitation District Additional Factors 13. Please identify any additional factors that might help the Water Quality Control Division make an informed decision on your site location application. Revised December 2013 Section 22.7: Application Form Fuge 3 of 7 6 Colorado Department of public Health and Environment Water Quality Control Division Engineering Section 4300 Cherry Creek Drive South, B2 Denver, Colorado 80246-1530 CDPHE.WCEnqRevievv(a)state.co.us 303-692-6298 Applicant Certification and Review Agencies Recommendation Section 22.7 of Regulation 22: Interceptor Sewers Not Eligible for Certification and Lift Stations A. Project and System Information System Name Roaring Fork Water & Sanitation District Project Title Eastbank Lift Station County Garfield 1. Applicant Certification I certify that I am familiar with the requirement of Regulation 22 - Site Location and Design Approval Regulations for Domestic Wastewater Treatment Works, and have posted the site in accordance with the Regulations. An engineering report, as described by the regulations, has been prepared and is enclosed. Applicant Legal Typed Name / Agency Signature Representative (e.g. Public Recommend Approval? I Yes ❑ No Works Director) Date Typed Name Signature District Engineer Louis Meyer, PE The system legal representative is the legally responsible agent and decision -ma uthority (e.g. may , president of a board, public works director, owner). The Consulting Engineer is not the legal representative and cannot sign this form. 2. Recommendation of Review Agencies As required in Section 22.7(2 and 3), the application and the engineering report must be submitted to all appropriate local governments, 208 planning agencies and State agencies for review and comment prior to submittal to the Division. By signing below, the entity or agency: 1) acknowledges receipt of the proposed site location application, 2) has reviewed the proposed site location application and may elect to provide comments, and 3) has provided a recommendation to the Division. The recommendation should be based on the consistency of the proposed site location application with the local comprehensive plan(s) as they relate to water quality and any adopted water quality management plans(s). Please note: if a governmental authority does not recommend approval then the authority must attached a letter describing the reason for their decision or comment on the next page. Signature of County, if proposed facility is located in unincorporated areas of a count Role Date Typed Name / Agency Signature Recommend Approval? I Yes ❑ No Signature of City or Town, if site is located within three miles of the Cit (Town boundary Role Date Typed Name /Agency Signature Recommend Approval? I Yes No 1 ❑ Signature of Local Health Authority Role Date Typed Name I Agency Signature Recommend Approval? I Yes 0 1 No 1 ❑ Signature of 208 Planning A enc Role Date Typed Name / Agency Signature Recommend Approval? Yes 0 1 No Revised December 2013 Section 22.7: Application Form 4of7 Review Agency Comments: Revised December 2013 Section 22.7: Application Form Page 5 of 7 Signature of Other State or Federal Agencies, if facility is located on or adjacent to a site that is owned or managed by a federal or state agency. Role Date Typed Name /Agency Signature Recommend Approval? Yes ElNo El Signature of Other Basin Water Quality Authority, Watershed Association, Watershed Authority, etc., if facility is located in a Water Quality Control Commission Watershed Protection Control Area. Role Date Typed Name /Agency Signature Recommend Approval? Yes EJNo E] Review Agency Comments: Revised December 2013 Section 22.7: Application Form Page 5 of 7 Signature of Other State or Federal Agencies, if facility is located on or adjacent to a site that is owned or managed by a federal or state agency. Role Date Typed Name /Agency Signature Recommend Approval? Yes ElNo El Signature of Other Basin Water Quality Authority, Watershed Association, Watershed Authority, etc., if facility is located in a Water Quality Control Commission Watershed Protection Control Area. Role Date Typed Name /Agency Signature Recommend Approval? Yes EJNo E] y, Colorado Department of Public Health and Environment Water Quality Control Division Engineering Section 4300 Cherry Creek Drive South, B2 Denver, Colorado 80246-1530 CDPHE.WQEngReview(a),state.co.us 303-692-6298 Wastewater Receiving Entity Certification Section 22.7 of Reaulation 22: Interceutor Sewers Not Ellaible for Certification and Lift Stations Project and System Information System Name Roaring Fork Water & Sanitation District Project Title Eastbank Lift Station County Garfield Receiving Wastewater Entitv— Certification of Available Treatment Caoacitv Receiving wastewater treatment entity information Receiving wastewater treatment entity and facility Roaring Fork Wastewater Facility County Garfield CDPS discharge permit number and expiration date CO -0044750 CDPS discharge permit capacity 0.107 MGD MGD Site location approval number and date (please SA 3464 Site location approved capacity 0.321 attach a copy of approval letter) MGD Proposed facility capacity impacts on receiving wastewater treatment facility (projected at buildout or 20 -years) Proposed project hydraulic capacity: maximum month average 0.102 million gallons per day Proposed project hydraulic capacity: peak hour 0.382 million gallons per day Proposed project organic capacity: maximum month average 170 Has BOD5/day Proposed project will increase the receiving treatment facility's 57.6%' as percent of Master Planned Capacity (0.321 MGD)% hydraulic loading capacity to % of total capacity): Proposed project will increase the receiving treatment facility's 42.8%' as percnet of Master Planned Capacity (0.321 MGD)% organic loading capacity to /o of total capacity): Treatment Certification 22.7 1 i I certify that the receivin wastewater treatment facilitywill treat the wastewater from the ro osed wastewater facility Yes, will provide treatment ® No, will not provide treatment ❑ Capacity Certification 22.7 1 ii I certify that the receiving wastewater treatment facility is not presently receiving wastes (hydraulic and organic N/f loads) in excess of the above listed site location approval and discharge permit to treat the projected discharge from the new interceptor sewer or from the new or expanded lift station, as listed above initial in box). OR 1 certify that the receiving wastewater treatment facility does not currently have the capacity to serve the proposed project flows but is under construction, or will be in a phased construction of new or expanded facilities and will have the necessary capacity to treat the projected discharge from the new interceptor sewer or from the new or expanded lift station as listed above initial in box). Estimated date capacity will be available Note: Projections of flow and loading to the treatment facility over the period during which build out of the service area will occur or twenty years, whichever is less, as well as current and future plant capacity information must be provided to demonstrate the plan for maintaining adequate treatment capacity. Any proposed treatment plant phased construction must be shown in the Water Quality Management Plan reference, attach), or by appropriate lannin and engineering studies reference, attach). Compliance Status Certification 22.7 1 iii I certify that the receiving wastewater treatment facility has not been in violation of any effluent limitations in its discharge permit for the last two years initial in box). I certify that the receiving wastewater treatment facility Is not operating under a Notice of Violation and/or Cease and Desist Order from the Division resulting from discharge permit violations initial in box). Note: If there have been effluent violations or if the receiving wastewater treatment facility is operating under a Notice of Violalio se and Desist Order from the Division, please provide additional description of the situation and the treatment entity's proposed corrective measures to achieve consistent compliance. The Division will evaluate information provided and determine if approval should be granted, ranted with conditions, or denied. Revised December 2013 Section 22.7: Application Form Pgge 6 of 7 I hereby certify Revised December 2013 Section 22.7: Form 7 Application page 7 of that the information resented above is accurate and complete. Receiving Treatment Facility Representative Date Typed Name and Title Signature �Od/5 /�t���' Fl"ZS �i6%iP� �i�✓� sem' 30 Eastbank Lift Station August 2016 Appendix C RE -1 Utility Sizing Memo (Sopris Engineering) Site Application Appendix C 31 32 Memorandum To. Shannon Pelland, Jeff Gatlin, Louis Meyer, Scott Grosscup cc: John Petaisto, Stephanie Helfenbein From: Yancy Nichol Date: March 4, 2016 Re: EQR Estimate and Fire Flow/Storage Requirements for Eastbank RFWSD Proposed Service Plan Amendment Area As requested, SE evaluated potential density and associate EQRs for the long term planning of the Eastbank Proposed RFWSD service plan amendment area. We also coordinated with Ron Biggers at the City of Glenwood Springs Fire department to understand required fire flows and associated storage for this site. Our findings for both are outlined below. EQR Estimate The service plan amendment area is outside of the City of Glenwood Springs boundary, however it is within the urban growth boundary and is included within the City's Comprehensive Plan, therefore as is appropriate, we reviewed the City's comp plan to determine the potential land uses associated with the Eastbank property. Attached is Map 2.3: Future Land Use Map -South Portion of City from the camp plan which maps the service plan amendment area as Low Density Residential. The comp plan goes on to describe this type of development as, "...single-family residential development that is intended to maintain rural character" The comp plan however, does not detail the development densities for this use; it instead refers to the current land use codes. Unfortunately, the City's Land Use Code does not specifically include Low Density Residential in its Zone Districts so it is not a simple task to determine the appropriate density for this property. The single family residential zone districts included in the Land Use Code are as follows: ZONE DESCRIPTION DENSITY 811140 SNIe-Family Residential 1140,000 SF R1116 Single -Family Residential 116,000 SF R1117.5 Residential 117,500 SF R11120 Residential 1120,000 SF R14 Residential Transitional 116,000 SF In reviewing the table above, along with the comp plan, we feel the appropriate land use and associated density for the service plan amendment area, which most closely aligns with that is described in the Comp Plan for Low Density Residential, is Ri1120 with 1 residence per 20,000 SF. The proposed service plan amendment area, less the area of the school site is 130.73 acres, which when using the R11120 density equates to 285 single family residences, or 285 EQRs. The school site has been estimate to require 54 EQRs and we have included an additional 16 EQRs for future employee housing for a total of 70 EQRs associated with the school site. We therefore recommend a total of 355 EQRs be used for the service plan amendment area. We believe this is a conservative estimate considering some portions of the properties included in the service plan amendment area are undevelopable due to the Roaring Fork River running thru portions of the properties and steep undevelopable banks. Fire_ Flows and Water Storage Requirements ® Fire Flows The school construction will drive the fire flow requirements. It is our understanding that the first school to be constructed on the RE -1 Eastbank site is to be 75,000 SF and will be Type IIB construction. Using that information and reviewing Table 502 Main Street • Suite A3 m Carbondale, CO 81623 • (970) 704-0311 e Fax (970) 704- SOPRIs ENGINEERING* LLC civil consultants 33 B1051 from the 2006 International Fire Code, the minimum fire flow and flow duration for the first school is 5,750 GPM. The school will have a sprinkler system, therefore, the required fire flows can be reduced by 75% to 1,437.50 GPM, but the resulting fire flow cannot be less than 1,500 GPM for 4 hours. In talking with the architectural team, their preliminary estimate of the required ire flows for the sprinkler system is 500 GPM. Therefore, at this time we will use a fire flow of 2,000 GPM. Additionally, it is our understanding that if the school district builds a second school, it will be of similar SF and construction type, therefore the required fire flow does not change. I met Ron Biggers and he has confirmed our assumptions related to this matter. 0 Water Storage Requirements DOMESTIC: 2x's Average Day Use of 300 Gallons/EQR 355 EQRs x 2 x300 Gallons/EQR =213,000 Gallons for Domestic Storage FIRE: 1,500 Gallons x 4 hours x 60 min/hour=360,000 gallons for Fire Storage �, TOTAL REQUIRED STORAGE=573,000 Gallons 602 MaFn Street . Suite A3 - Carbondale, CO 81623 • (970) 704-0311 a Fax (970) 704-0313 Sol"Ris ENGINEERINGe LLC civil consultants 34 a m mw 3-0 0 W Zl w w 0 m m m m cn m 0 w w m T„ w0 a 5; C C G n c c w c 0 F c n c c w c n Cn ➢ O �_ D O '^I D 0 =� O d m cp to 5•ac7 (l)j•O m O o 0 0 3 3 �p O D D 3 _i D @ @ 3• 3 S (7 CL C7 d Q (0 d 07 @_ N @ @ w y D w 0 3 CD N w CD @ ]0 (0 Q '� a m r p _ w m w (n > -i a ,� cn > rL i 3 m Q C7 a 3 w 3 0 � p, w 3 C)? o� _O � � c� 0� `° � w Ui 3 3 (D 0 / 1 N '� = � � `° N O @ �n ro `D w Cl- � o as 0 C!a m O m m y m° o CD , y m a O o n ?' (�D Ts w m CL 0 m e � w m m @ � 0 R m (o . 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The Roaring Fork Wastewater Treatment Facility is permitted for a 30 Day Average Influent Flow of 0.107 MGD in accordance with Permit Number C00044750, effective January 1, 2016 to December 31, 2020. The maximum month influent flows over the past three years have ranged of 0.069 MGD to 0.083 MGD, representing up to 78% of permitted capacity. The Roaring Fork Wastewater Treatment Facility has not been in violation of any effluent limitation in its discharge permit for the last two years, and is not operating under any notices or orders from the Division. The Roaring Fork Wastewater Treatment Facility is master planned for a total capacity of 0.321 MGD to be installed in three phases of 0.107 MGD. The first phase was constructed and brought online in 1994. The construction sequence for the two remaining phases is to be dictated by trends in influent flows. Many of the hydraulic structures and headworks facilities are equipped for the full master planned capacity of 0.321 MGD. Historic and projected flows are described in Chart 1 on the following page. 118 W. 61" St, Ste 200 Glenwood Springs, CO 81601 Phone: 970-945-1004 Fax: 970-945-5948 39 Chart 1 — Historic and Projected Max. Month Flows 0.350 0.300 0.250 Roaring Fork VVWTF Projected Flows 0-100 0.050 0.000 2009 2011 2013 2015 2017 2019 2021 2023 2025 2027 2029 2031 2033 2035 Year In anticipation of additional flow from the RE -1 Service Area Expansion as well as continued development in other parts of the service area, RFWSD has initiated planning for expansion via the installation of phase II. This is anticipated to bring the permitted capacity to 0.214 MGD. A request for preliminary effluent limits has been filed with the Division relating to planning and design efforts for the phase II addition. Current flow projections suggest that construction of the third phase will be required in 2026. Planning for the addition of this phase will be initiated prior to the max. month influent flows reaching 80% of the future permitted capacity. 118W. 6'h St, Ste 200 Glenwood Springs, CO 81601 Phone: 970-945-1004 Fax: 970-945-5948 2 40 Eastbank Lift Station Site Application August 2016 Appendix E Project Schedule Appendix E 41 42 43 August 16th, 2016 Task 01 - CDPHE Site Application Compile Site Application Report CDPHE Review Period Task 02 - Lift Station Design Site Civil Design Pump & Wet -Well Civil/Mechanical Design Task 03 - CDPHE Design Review Compile Design Report CDPHE Review Period Task 04 - Pre -Construction Pre -Purchase Pump Systems & Deliver Prepare Bid/Construction Plans & Specs Task 05 - Construction Lift Station Construction 43 44 Eastbank Lift Station August 2016 Appendix F Site Posting The Eastbank Lift Station Site was posted at 1:00pm on August 22nd, 2016. Site Application Appendix F 45 46 Eastbank Lift Station Site Application August 2016 Appendix G RFWSD Service Plan Amendment Appendix G 47 SERVICE PLAN AMENDMENT ROARING FORK WATER & SANITATION DISTRICT May 2016 Prepared by !BSGM 118 W e,Y,f S �, ti S -h -e ef, S wvf 200 Co s1ro1 1770.945.1004 970.1745.5948 fay SERVICE PLAN AMENDMENT ROARING FORK WATER & SANITATION DISTRICT REVIEWED BY LOUIS MEYER O"oU.M!C -6 20`797 xc �. 5/31 /2016: TONALG SGM Project # 96059C I:\1996\960590-RE1SCHDIST\02-SERVICE PLAN AMENDMENT\RFWSD-DRAFT. DOC Roaring Fork Water & Sanitation District TABLE OF CONTENTS May 2016 1.0 Introduction 1-1 2.0 Statutory Requirements 2-1 3.0 Description of Existing Services 3-1 3.1 The Districts Existing Water Services 3-1 3.2 Existing Water Service in the Proposed Expanded Service Area 3-2 3.3 The Districts existing Wastewater Services 3-2 HISTORY OF WASTEWATER UTILITY SYSTEM 3-2 Regionalization of Wastewater Treatment 3-2 Annexation Policy of Aspen Glen Water and Sanitation District 3-4 RESPONSIBILITY OF ASPEN GLEN GOLF PARTNERS LTD. 3-6 OTHER POWERS OF AGWSD 3-6 3.4 Status of Current Wastewater Treatment and Conveyance Infrastructure 3-7 Wastewater Treatment 3-7 Wastewater Conveyance 3-8 4.0 Request for Service 4-1 4.1 RE -1 4-1 4.2 Adjoining Parcels 4-2 5.0 Regionalization of Domestic Water and Wastewater Service 5-1 5.1 Advantages of Regionalization 5-1 5.2 Policies Regarding Water Service to the Expanded Service Area 5-2 6.0 Water Rights and Facilities for Regional System 6-1 6.1 Water Rights 6-1 6.2 Water Supply, Storage and Transmission 6-2 WATER SUPPLY 6-4 WATER STORAGE 6-6 Storage Requirement Summary 6-6 7.0 Wastewater Treatment 7-1 7.1 Wastewater Treatment Facility (WWTF) 7-1 7.2 Wastewater Conveyance for expanded Service Area 7-3 8.0 Financial Plan 8-1 8.1 2016 Budget 8-1 8.2 District Rules and Regulations 8-2 9.0 Compliance with Comprehensive Plan 9-1 10.0 Compliance with Statutory Criteria 10-1 Roaring Fork Water & Sanitation District LIST OF TABLES Table 3-1 Capacity of RFWSD Wells Table 3-2 Existing Water Storage Tanks Table 4-1 Parcel Information Table 6-1 Development Scenario EQR Summary Table 6.2 Water Supply Table 6-3 Existing Wells Table 6-4 Existing Water Storage Tanks Table 6-5 Theoretical Water Storage Requirements Table 6-6 RE1 Water Line Estimate Cost Table 7-1 Wasterwater Conveyance Estimated Cost Table 8-1 Mill Levy LIST OF FIGURES Figure 1-1 Current Service Area Figure 1-2 Report Figures Figure 3-1 Location and Size of WW Facilities Figure 3-2 Lift Station and Interceptor Infrastructure Figure 6-1 RFWSD Existing Structures Figure 7-1 Monthly Flows Figure 7-2 30 -Day Average Flow Figure 7-3 Planned Phases Footprint Figure 7-4 Conceptual Site Plan for Conveyance Facilities LIST OF EXHIBITS Exhibit A District Court Order of Inclusion of Real Property Exhibit B GARCO Resolution Exhibit C District Court Approval of Name Change Exhibit D Approval of Amended Service Plan Exhibit E Order of Inclusion of Real Property RFWSD Exhibit F Order of Inclusion of Real Property Iron Bridge Exhibit G Map of Current and Expanded Service Area Exhibit H RFWSD and RE -1 Pre -Inclusion Agreement Exhibit I Parcel Owners Exhibit J Letter of Budget Transmittal Exhibit K GARCO Comprehensive Plan — Water & Sewer Services Exhibit L Eastbank Acquisition Letter Exhibit M RFWSD Rules and Regulations Exhibit N RE -1 EQR Estimate — Sopris Engineering Exhibit 0 Summary of Pre -Application Conference May 2016 Roaring Fork Water & Sanitation District May 2016 The Roaring Fork Water & Sanitation District (the " District") respectfully petitions the Board of County Commissioners of Garfield County (the "Commissioners") to approve this Service Plan Amendment pursuant to Colorado's Special District Act (the "Act"), C.R.S. §§32-1-101 et. seq. This proposed Service Plan Amendment is submitted in accordance with the provisions of C.R.S. 32-1-207(2) and other applicable provisions of the Act. Roaring Fork Water & Sanitation District 1.0 Introduction May 2016 The Roaring Fork Water & Sanitation District ("District" or "RFWSD") was organized and created as the Aspen Glen Water & Sanitation District by order of the District Court, Garfield County, entered on May 5, 1994, in Civil Action No. 94CV29. A copy of the Order is attached as Exhibit A. The Service Plan for the Aspen Glen Water & Sanitation District (the "Service Plan") was approved by the Commissioners on January 31, 1994 in Resolution No. 94-008. A copy of Resolution 94-008 is attached as Exhibit B. The District's name was changed to the Roaring Fork Water & Sanitation District by Order of Court entered on July 13, 1998. A copy of the Order approving the name change is attached as Exhibit C. The current service area is shown in Figure 1.1. The District amended its first Service Plan, which amendment was approved by the Commissioners on May 7th, 2001, to allow for regionalization of water service to the Service Area and Expanded Service Area. See Exhibit D. The original Service Plan only contemplated regionalized wastewater service. The original Service Plan provided water service to just Aspen Glen and wastewater service to a broader area. When Coryell Ranch and Ironbridge requested wastewater service from the District it was decided that regionalized water and wastewater service throughout the RFWSD was the preferred solution. The Coryell Ranch/Midland Point and Ironbridge Subdivisions have been included within the District's service area. Exhibit E is the Order of Inclusion of Coryell Ranch and Midland Point. Exhibit F is the Order of Inclusion for Ironbridge. Exhibit G is a map of the District's Extended Service Area as described in the First Amendment to the District's service plan. Within the Extended Service area lies the current Service Area, which properties receive water and wastewater service and have been included within the taxing jurisdiction of the District and include the Aspen Glen, Coryell Ranch, Midland Point, and Ironbridge subdivisions. There are currently properties within the Extended Service Area that do not receive water and wastewater service from the District and are not included in the taxing jurisdiction of the District; i.e. its Service Area. The purpose of this Service Plan Amendment is to expand the District's service area to include the new RE -1 proposed Eastbank School site and surrounding properties. The Eastbank site is on the Northern or down valley end of the current RFWSD service area. The proposed land for the Eastbank School site is not in the present service area. Further, the land around the Eastbank School site is being included in the Expanded Service Area because the Eastbank School will likely spur additional development. The utilities extended for Eastbank will adjoin these properties and allow the benefit of regionalized services. The Eastbank School and the surrounding development will be referred to as the Expanded Service Area and is shown in Exhibit G. The District was originally organized to be the entity that would own and operate the domestic water and wastewater treatment facilities which would provide such services to the Aspen Glen Planned Unit Development ("Aspen Glen"). As initially organized, the District boundaries were co -extensive with the boundaries of Aspen Glen and included approximately 938 acres. In accordance with the Service Plan, the developer of Aspen Glen has constructed the wells, water treatment facilities, water storage facilities and transmission facilities necessary to provide water service to all of Aspen Glen at build -out. Also as required in the Service Plan, the Aspen Glen developer designed a wastewater treatment 1-1 Roaring Fork Water & Sanitation District May 2016 facility which would be capable of providing regionalized wastewater treatment services to Aspen Glen and other properties as identified in the Service Plan. The first phase of this regionalized wastewater treatment facility together with all collection lines have been constructed and are now in service. Presently, the District is providing water and wastewater services to approximately 585 EQR's within Aspen Glen, Coryell Ranch and Ironbridge. During the proceedings before the Commissioners on the original Service Plan, the issue of regionalization of wastewater service was of significant importance to the State, the County and neighboring property owners. As a result, that Service Plan recognized that the District's wastewater treatment facility will ultimately provide service to an area significantly greater than just Aspen Glen. The original Service Plan describes two additional areas as capable of being served with wastewater treatment by the District pursuant to C.R.S. § 32-1-401. These areas were defined as the "Service Area" and the "Expanded Service Area" in a report commissioned by the Colorado Department of Health and entitled "Wastewater Management Study for the Lower Roaring Fork Valley" (the "Wastewater Management Study"). The original "Service Area" can be generally described to include the following: 1) the Crystal River Ranch, presently undeveloped and lying southwesterly of Aspen Glen, 2) the Coryell Ranch and Midland Point subdivisions lying immediately south of Aspen Glen, 3) the Burry Property, undeveloped, and lying generally to the east of Aspen Glen and 4) the Aspen Glen Subdivision. Originally, the "Extended Service Area" was described to include the following: 1) the Ironbridge PUD which lies to the north of Aspen Glen, 2) the Sanders Ranch (Now Called Rivers Edge) presently undeveloped land lying to the east of Aspen Glen, and 3) the developed property lying to the north and east of Aspen Glen which is identified as "mid- way" in the Wastewater Management Study and generally lies within an approximate one- half mile radius of the southerly intersection of Colorado State Highway 82 and Garfield County Road 154. At the time of the District's creation, the lands within the Service Area and Extended Service Area were either only partially developed or completely undeveloped. There were no foreseeable development plans. That situation has changed. There are now several major subdivisions within the Extended Service Area and Service Area at various stages of development and other developments have been proposed. The District currently serves Aspen Glen, Coryell Ranch/Midland Point and Ironbridge subdivisions. This Service Plan Amendment is submitted for the purpose of enlarging the District's Extended Service Area Boundaries to include the Eastbank School Site and adjoining land (herein referred to as the Expanded Service Area) and define the District as the water and wastewater provider for this Regional Service Area. See Figure 1.2. A pre -application conference was held with Garfield County Planning staff on March 3rd 2016. A summary of the pre -application conference is in Exhibit O. 1-2 Roaring Fork Water & Sanitation District 2.0 Statutory RequirementF May 2016 Material modifications of a special district's service plan are subject to approval by the Board of County Commissioners "in substantially the same manner as is required for the approval of the original plan and the first Service Plan Amendment in 2000 (C.R.S. §32-1-207 (2)). This Service Plan Amendment which proposes to expand the Regional Service Area should be approved by the Commissioners because it includes all necessary criteria and demonstrates by satisfactory evidence the following requirements of C.R.S. §32-1-203: There is sufficient existing and projected need for organized water service in the Regional Service Area and the proposed Eastbank School Addition; The existing water and wastewater service in the Expanded Service Area is inadequate for present and projected needs; The District is capable of providing economical and sufficient service to the Expanded Service Area. The Expanded Service Area has, or will have, the financial ability to discharge any proposed indebtedness on a reasonable basis; Adequate service is not, or will not be, available to the Expanded Service Area through the County, other existing municipal or quasi -municipal corporations, including other existing special districts, within a reasonable time and on a basis comparable to that sought to be provided by the District The facility and service standards of the District are compatible with the facility and service standards of Garfield County; The District's Amended Service Plan is in substantial compliance with the current Garfield County Comprehensive Plan for the Expanded Service Area. The Service Plan Amendment is in compliance with all duly adopted county, regional, or state long range water quality management plans for the Expanded Service Area; Authorizing the District to be the provider of domestic water and wastewater service within the Expanded Service Area will be in the best interests of the owners of property in that Area. Accordingly, this Amended Service Plan includes a description of existing services provided by the District; a description of existing domestic water and wastewater service in the Expanded Service Area; a description of proposed developments within the Expanded Service Area; and their requests to receive domestic water and wastewater service from the District; a statement of the advantages of having the District become the regional provider of domestic water and wastewater service; a statement of policies by which the District will provide regionalized domestic water and wastewater; a general description of the facilities to be constructed; a financial plan; and a statement of compliance with the County's Comprehensive Plan. 2-1 Roaring Fork Water & Sanitation District 3.0 Description of Existing Services 3.1 The District's Existing Potable Water Services May 2016 The developers of Aspen Glen, Coryell Ranch, Ironbridge and subsequently the District have constructed water and wastewater facilities necessary to serve the developed lands within the District. Water facilities include wells, treatment facilities, storage tanks, transmission and distribution mains, and appurtenant facilities. Wastewater facilities include treatment facilities, interceptor, trunk and collection sewers, lift stations and appurtenant facilities. The District is currently supplied potable water from 5 wells, 3 wells within Aspen Glen and 2 wells within Coryell Ranch. All wells are drilled into the Roaring Fork alluvium. The 3 Aspen Glen wells were planned for buildout of Aspen Glen. The first Service Plan Amendment modified the Service Plan to allow for regionalization of water service. Subsequently 2 additional wells were drilled in Coryell Ranch. The Aspen Glen and Coryell Ranch Well Fields can act independently of each other and have full treatment facilities in each location. The two systems are linked together with two river crossings so that both systems can supply water to the entire District. The capacity of the 5 wells is shown in Table 3.1. Table 3-1 Capacity of RFWSD Wells Well Existing Capacity gpm Full Capacity gpm Coryell well 1 400 1000 Coryell well 2 400 1000 Aspen Glen Well 1 (2) 340 450 Aspen Glen Well 2 3) 340 690 Aspen Glen Well 3 (4) 340 200 Total 1820 3340 The existing capacity is based upon the current pumping capacity for each well based on the existing pumps. The full capacity is the actual capacity of the well based on pump test reports, water rights, and well permits. Installation of larger pumps in each well can significantly increase future water supply. The District has 4 additional locations within Aspen Glen for future wells, and 11 additional locations within Coryell Ranch for future water supplies. The three existing Aspen Glen wells pump water to a well house and chlorination treatment facility. Water from the wells is pumped to a below grade clear -well where the raw water is chlorinated through the injection of a chlorine solution fed from gas chlorine cylinders. After 30 minutes of detention time, water is pumped through a series of distribution and transmission mains to two remote above ground welded steel water storage tanks. 3-1 Roaring Fork Water & Sanitation District May 2016 The Coryell wells pump water to a well house and chlorination treatment facility. Water is chlorinated and pumped directly to a storage tank located west of County road 109 and west of Coryell Ranch. The District currently owns and operates four water storage tanks. The first tank is located on the east side of Highway 82 and has a capacity of 700,000 gallons. The second tank, located west of County Road 109, has a capacity of 300,000 gallons. The third tank is located above Coryell Ranch and has a capacity of 200,000 gallons. The fourth tank is located above Ironbridge and has a capacity of 300,000 gallons. All tanks are located at the same base elevation of 6200 feet. The tanks are tied together by a series of transmission mains and looped distribution mains. Individual distribution lines are looped to the greatest extent practicable, thereby minimizing dead-end lines. Table 3.2 shows a summary of the District's Tanks. Table 3-2 Existing Water Storage Tanks Tank Name Nominal Storage Volume (MG) Diameter (ft) Height (ft) Elevation ft Iron Bridge Tank 0.3 48 23 6,209 Coryell Ranch Tank 0.2 32 32 6,200 0.7 MG Aspen Glen Tank 0.7 62 32 6,200 0.3 MG Aspen Glen Tank 0.3 40 32 6,200 All water usage within the District is metered and billings for all water service are based on actual water use. The District has adopted a block rate structure to encourage water conservation. 3.2 Existing Water Service in the Proposed Expanded Service Area The water service in the Expanded Service Area currently consists of household quality individual small capacity wells. They are owned by individuals, or private corporations. None of the systems currently operating in the Expanded Service Area meet municipal quality water system standards. 3.3 The District's Existing Wastewater Services HISTORY OF WASTEWATER UTILITY SYSTEM This section discusses the history of wastewater service during the formation of the District. The following is taken directly from the original Service Plan, and is included here to give background and history to the formation of the District. The first Service Plan Amendment did not change the concept of wastewater service or the service area. Regionalization of Wastewater Treatment In its initial zoning application, Aspen Glen Golf Partners, Ltd. Proposed constructing a wastewater utility system that would serve the needs of only the Aspen Glen PUD. However, during the land use process both Garfield County and Colorado Department of Health and Environment (CDPHE) suggested that any wastewater treatment facility to be constructed to serve the Aspen Glen PUD be designed to serve as a regional wastewater treatment facility, 3-2 Roaring Fork Water & Sanitation District i Aay 2016 i.e., a facility that can ultimately provide wastewater service to an area larger than the Aspen Glen PUD. At the request of CDPHE, Aspen Glen commissioned a study entitled 'Wastewater Management Study, Lower Roaring Fork Planning Area", (hereinafter Wastewater Management Study) which was completed by West Water Engineering in April of 1993. The purpose of that study was to determine the most cost effective and appropriate wastewater treatment facility for the AGWSD and surrounding area. The Roaring Fork Valley, from Carbondale to Glenwood Springs has been the subject of several reports in the past: • A 303 study entitled, "The Roaring Fork River - Basic Water Quality Management Plan", completed March, 1974. • A 208 plan entitled, 'Water Quality Management Plan Regional 11 - Garfield, Mesa, Moffat, and Rio Blanco Counties", completed 1979 and updated 1986. • A 201 plan entitled, "Carbondale 201 Plan", completed in 1978. • A 201 plan entitled, "Glenwood 201 Plan", completed in 1976. The Wastewater Management Study reviewed the contents and conclusions of each of those reports during the course of this analysis. The Wastewater Management Study concludes that a site within the Aspen Glen PUD boundary is the most appropriate site for a regional wastewater treatment facility within the study area. The report also identifies a "service area" larger than the Aspen Glen PUD (and hence larger than the initial boundary of the AGWSD) that can be served by a regional wastewater treatment facility located at the site within the Aspen Glen PUD. The "service area" identified in the Wastewater Management Study can generally be described as the Crystal River Ranch presently undeveloped and lying southwesterly of the Aspen Glen PUD; the Coryell Ranch, owned by Unocal, which is undeveloped and lies generally to the south of the Aspen Glen PUD; and the Burry property, also undeveloped, lying generally to the east of the Aspen Glen PUD. In addition to the "service area" identified in the Wastewater Management Study, the proposed site for the Aspen Glen Wastewater Treatment Facility has the potential to provide wastewater treatment to an "expanded service area". Such "expanded service area" is generally defined as the presently undeveloped land lying to the north of the Aspen Glen PUD now owned by James L. Rose; the Sanders Ranch, undeveloped and lying to the east of the Aspen Glen PUD presently owned by Unocal; and the developed property lying to the north and east of the Aspen Glen PUD identified as "mid -way" in the Wastewater Management Study and generally being within an approximate one-half mile radius of the southerly intersection of Colorado State Highway 82 and Garfield County Road 154. A map depicting the above described "service area" and "expanded service area" is presented herewith as Figure 3.1. Aspen Glen Golf Partners, Ltd. agrees that the Aspen Glen Wastewater Treatment Facility should be envisioned as a regional treatment facility. However, of all the property discussed herein, the only existing development proposal is the Aspen Glen PUD. The remainder of the property is either partially developed with existing operational wastewater treatment 3-3 Roaring Fork Water & Sanitation District systems of some type, or completely undeveloped with no present or foreseeable development plan. May 2016 The initial boundary of the AGWSD was therefore only the Aspen Glen PUD. The Aspen Glen developer also suggested, however, that by this Service Plan, the "service area" of the Wastewater Management Study and the "expanded service area'; both as described above and as depicted on Figure 11-1, all be identified as "real property capable of being served by the facilities of the District" as that phrase is used in C.R.S. 32-1-401, for purposes of inclusion of real property within a special district. In order to encourage all of the property depicted on Figure 3.1 to seek wastewater service from the Aspen Glen Wastewater Treatment Facility, the AGWSD will and does hereby formulate the following annexation policy: Annexation Policy of Aspen Glen Water and Sanitation District The property outlined on the map attached hereto as Figure 3-1 is hereby identified as real property capable of being served by the facilities of the District as that phrase is used in C.R.S. 32-1-401. Such property includes, without limitation: a. The Rose Property, b. Two parcels of real property owned by Unocal, one lying generally to the east of the Aspen Glen PUD and the other lying generally to the south of the Aspen Glen PUD; and C. The presently developed property in the approximate radius of one half mile from the southerly intersection of Colorado State Highway 82 and Garfield County Road 154. The foregoing properties, as well as any other property which may be capable of being served by the facilities of the District, are hereby defined as the Service Area of the District. The District encourages any or all of its Service Area to become a part of the District. The addition of territory into a special district is presently regulated by Part 4, Article 1, Title 32 of the Colorado Revised Statutes. Subject to the provisions of said Part, as the same may now exist or hereafter be amended, the District shall grant a petition for inclusion of any of the Service Area properties into the District upon satisfaction of the following: The District and the Petitioner for inclusion shall agree upon the number of EQRs which will require service from the District within the property proposed for inclusion. 2. Based upon the agreed number of EQRs, the engineers of the District, in consultation with the Petitioner, shall make a determination regarding the capacity of the then existing waste water treatment facility to provide service to such number of EQRs. In the event the plant's capacity needs to be expanded, Petitioner shall bear the cost of such necessary plant expansion, subject to the right of cost recovery as set forth herein. In the event that the plant's capacity is adequate to provide service to the number of EQRs, because of plant construction or expansion previously funded by others, the Petitioner shall agree to pay his proportionate cost of the plant capacity available to him. In such event the District shall be obligated to insure that appropriate treatment capacity is available to all parties that have funded plant construction. 3-4 Roaring Fork Water & Sanitation District May 2016 3. The Petitioner for inclusion shall bear the cost of installation of any necessary sewer trunk line from the property seeking inclusion to the AGWWTF provided, however, the District shall bear the expense of installing that portion of any sewer trunk line which makes use of the District's easement through the Teller Springs Subdivision. The District may require a Petitioner for inclusion to oversize the trunk line at the time of installation to provide for additional anticipated users to be served by or from such trunk line. The additional cost of oversizing such line shall either be paid for by the District, or paid for by the Petitioner, subject to a cost recovery agreement as set forth herein. 4. Upon satisfaction of the foregoing requirements, the District shall provide service to the number of EQRs previously agreed upon within the property included without the payment to the District of any portion of any tap fee or system improvement fee which is charged by the District and which is attributable to plant expansion or system enlargement; provided, however, the District shall have .the ability to enter into contractual agreements with Petitioners who pay for plant or system expansion which generally provide that such Petitioners may recover all or a portion of their expansion costs by designating such costs as "pre -paid tap rights" which such Petitioners may then transfer to the ultimate service users. In the event additional EQRs within such property request service, the District shall only provide service thereto in the event the capacity is available within the system and subject to the District's regularly scheduled system improvement fees. 5. In the event a Petitioner for inclusion is required to pay for either plant or trunk line capacity in excess of the number of EQRs to be served on his property, the District and such Petitioner may enter into a cost recovery agreement which provides that any future user who will make use of either the excess plant capacity or oversized trunk line paid for by such Petitioner shall pay a fee to such Petitioner for each EQR seeking such service. The amount of the fee shall be determined on an EQR basis, by dividing the cost of the excess plant capacity and/or oversized trunk line paid for by such Petitioner by the total number of EQRs capable of being served by the subject excess plant capacity and/or oversized trunk line. The Petitioner's right to recover costs as set forth in such Agreement shall be limited to the total amount he has paid for plant or line capacity in excess of the needs of the property originally included within the District by such Petitioner. 6. The District shall require that all internal collection lines and water service lines within an area sought to be included in the District shall be installed to the satisfaction of and dedicated to the District. 7. Any property included within the District pursuant to this annexation policy shall, from and after the time of inclusion, be subject to all of the District's fees and charges, including applicable property taxes, except as expressly set forth herein. 8. As part of the Annexation Agreement, the District, shall, upon request of the Petitioner, agree to forebear from objecting to any water right application which may be filed by such Petitioner pursuant to which such Petitioner seeks a water right at the point of the District's waste water outfall line for a quantity of water equal to the effluent attributable to the development on Petitioner's property. In addition to the foregoing annexation policy, Aspen Glen Golf Partners, Ltd. will perform the following tasks in order to facilitate regionalization of wastewater treatment: First, the developer of the Aspen Glen PUD has agreed to install oversize wastewater collection lines within the boundaries of the Aspen Glen PUD to accommodate reasonably foreseeable future wastewater flows from the property to the south of the Aspen Glen PUD 3-5 Roaring Fork Water & Sanitation District May 2016 under existing zoning conditions. The incremental cost incurred by the developer to oversize these lines will be recaptured by the developer through agreement with the AGWSD. Second, Aspen Glen Golf Partners, Ltd. will dedicate to the AGWSD easements at two critical locations in the Aspen Glen PUD to allow the property to the south and west to eventually tie in to the collection system through the Aspen Glen PUD. Third, Aspen Glen Golf Partners, Ltd. has acquired an easement through the Teller Springs Subdivision which will be dedicated to the AGWSD. By virtue of this easement, the District will have the right to construct an interceptor sewer line through the pre-existing Teller Springs Subdivision which separates the wastewater treatment facility site from the Rose property to the north. Fourth, Aspen Glen Golf Partners will dedicate to the District an easement across its property which will provide the property to the east of the PUD (across the Roaring Fork River) necessary interceptor line access to the wastewater treatment facility. Fifth, the developer of the Aspen Glen PUD has identified a wastewater treatment facility site approximately 6.5 acres in size. This site is large enough to accommodate a facility to provide service to the three phases of plant construction presently envisioned, plus an expanded facility to provide service to all property identified in the annexation policy set forth herein. Aspen Glen Golf Partners, Ltd. agrees that it will sell the identified site to the AGWSD for fair value under an installment land contract, with the purchase price and interest thereon at market rate to be amortized over ten years. RESPONSIBILITY OF ASPEN GLEN GOLF PARTNERS LTD. Under the provisions of this Service Plan and applicable provisions of the Aspen Glen PUD, Aspen Glen Golf Partners, Ltd. shall be responsible for the following: a. Organization of the AGWSD as set forth in this Service Plan. b. Dedication of the easements and sale of the wastewater treatment site as described herein to the District; C. Paying for the construction and installation of the wastewater collection system and all phases of the wastewater treatment facility necessary to provide service to the Aspen Glen PUD, which are presently contemplated to be Phase I and Phase 11 plant expansions as described in more detail in Part IV C. hereof, subject to the right of the District to enter an agreement designating such costs as -prepaid tap rights" which are transferrable to ultimate service users; and d. Upon completion of any construction, the dedication of all physical facilities of the wastewater utility system and easements therefor to the AGWSD. From and after the dedication of the facilities to the AGWSD, the District shall own, operate, maintain and expand the wastewater utility system as provided in this Service Plan, applicable law, and the rules and regulations of the District as duly adopted by its Board of Directors. OTHER POWERS OF AGWSD The powers of the A G WSD, as set forth in this Service Plan, shall be exercised by the Board of Directors of the District to the extent necessary to provide the services contemplated in 3-6 Roaring Fork Water & Sanitation District May 2016 this Service Plan. In addition to the foregoing enumerated powers, the Board of Directors of the District shall also have the following authority: a. To amend this Service Plan as needed, subject to appropriate statutory procedures; To forego, reschedule or restructure the financing and construction of certain improvements and facilities to better accommodate the pace of growth, resource availability, and potential inclusions of property within the District, or if development of the improvements and facilities would best be done by another entity; and b. To provide all such additional services and exercise all such powers as are expressly or impliedly granted by Colorado law, and which the District is required to provide or exercise, or, in its discretion, chooses to provide or exercise. The foregoing improvements and services, along with all other activities, will be undertaken in accordance with, and pursuant to, the procedures and conditions contained in the Special District Act, other applicable statutes, and this Service Plan, as any or all of the same may be amended from time to time. 3.4 Status of Current Wastewater Treatment and Conveyance Infrastructure Wastewater Treatment The District currently owns and operates a 0.107 million gallons per day (MGD) activated sludge facility with tertiary filtration. The facility was designed in 1994 and was planned to have three phases totaling 0.321 MGD at build out. The current wastewater facility was planned to be a campus style facility where many of the processes and all conveyance and buildings were designed for 321,000 gpd, while allowing for phasing of the significant processes. Currently, the WWTF is experiencing flows in the range of 70% of capacity based upon maximum month flow of 75,000 gpd. and is meeting and is well below the discharge limits. The District does not have an inflow or infiltration problem. The wastewater facility is a tertiary level treatment facility with the following processes. The influent treatment headworks facility consists of a mechanical bar screen, aerated grit chamber, classifiers to dewater the grit, and flow measurement devices. All processes in the headworks building were sized for 321,000 gpd. The main secondary process consists of an extended aeration activated sludge aeration basin designed for 107,000 gpd. The process has fine bubble membrane diffusers. Aeration is supplied through centrifugal blowers located in the administration building. After the aeration process, flows go to a secondary clarifier sized for over 107,000 gpd. Flow from the clarifier goes to a clearwell where the effluent is pumped through a tertiary mixed media filter. The filter has two independent filters with a total capacity of 214,000 gpd. That filtered water then proceeds to a below ground clearwell and chlorine contact chamber. Disinfected water is then directed to a natural wetlands area where water is further cleaned before discharge to the Roaring Fork River. Effluent limitations are based upon discharge to these wetlands and are stricter than discharge to the Roaring Fork River. The administration building houses a mechanical room with all return and waste pumps. 3-7 Roaring Fork Water & Sanitation District May 2016 Sludge from the clarifier is pumped to the aerobic digester. Digested sludge is disposed of at approved septage facilities at local landfills. Wastewater Conveyance This section discusses the exiting trunk and interceptor sewers and lift stations that convey flow to the WWTF. The land upstream from the WWTF which includes Aspen Glen, Coryell Ranch and Midland point is served by an interceptor sewer and lift stations that was master planned to serve the tributary areas. Figure 3.1 shows the location and size of the wastewater conveyance facilities upstream of the WWTF. The land downstream from the WWTF which includes Ironbridge is served by a series of lift stations and force mains. Lift Stations pump flows through a force main that traverses through Ironbridge and Teller Springs to the main interceptor sewer that enters the WWTF headworks facility. This infrastructure is shown on Figure 3.2. Cts: 1 y{ i ver „ �s ict Boundary � L 4� Z i AIM- m. 1 r 4� F Force Main Conveyance Path Sewer Pipelines Boundary Parcels Roaring Fork Water & Sanitation District 4.0 Request for Service May 2016 The District received a request from the RE -1 School District for water and wastewater service for the proposed Eastbank School. The RFWSD and the RE -1 School District considered several alternatives necessary to provide water and sewer service. It has been a policy of the District that requests for service will be considered only if it includes both water and sewer. The extension of a water transmission main for water service was the preferred alternative for potable water and fire flow delivery. The construction of a sewage lift station adjacent to the Eastbank School site which will pump sewage through a force main to existing District lines was the preferred alternative for wastewater service. The District is proposing that this Service Plan Amendment include an expanded service area which includes not only the Eastbank School site but also the land adjacent to the School site. These lands referred to as the adjoining properties will also be able to be service from the extension of water and wastewater facilities. 4.1 RE -1 Crowding in existing RE -1 Schools prompted the School District to explore new school locations to alleviate that overcrowding. The RE -1 District chose a 35 acre parcel on the east side of the Roaring Fork River near Ironbridge. The site was large enough to accommodate two schools, athletic fields and playgrounds. The District estimates that 300 kids already commute to Glenwood from the proposed service area, with 100 more units approved for construction. Voters within the RE -1 School District approved a bond issue in 2015 for $122 million which included $34.5 million for this school. Preliminary planning for the sight includes two schools up to two 78,000 sf with up to 550 students and staff for each school. Early in 2016 the RFWSD and the RE -1 School District began the process of negotiating a pre -inclusion agreement. The Pre -Inclusion Agreement sets forth the requirements and procedures for inclusion of the RE -1 Property into the RFWSD. That Pre -Inclusion agreement is attached as exhibit H. The Pre -Inclusion Agreement states that the number of EQR's will be determined prior to connection to the RFWSD system based on the RFWSD Rules and Regulations then in effect and subject to plumbing plans and specifications, which amount shall not exceed 80 EQR's. The projected amount of EQR's for the two schools has been estimated at 54 EQR's with an allowance for 16 EQR's for future affordable housing for a total of 70 EQR's. This report will use the maximum allowed under the Pre -Inclusion Agreement of 80 EQR's for utility sizing criteria. 4-1 Roaring Fork Water & Sanitation District 4.2 Adjoining Parcels May 2016 The RFWSD agreed that extension of utilities to the RE -1 Eastbank School site should be for a regional area and not just for the School. Thus the Expanded Service Area includes the land adjacent and surrounding the Eastbank School. That area is shown in Figure 1.1. A complete listing of these properties is shown in Table 4.1. A complete listing of all the parcel information is also shown in Exhibit I. Table 4.1 Parcel Information PARCEL NB ZONECODE TAX EXEM1 ZONETYPE DESCRIPTION ACCOUNTNO NAME ACRES 218535200015 100 PRIVATE OWNERSHIP R Rural R060067 WAREHOUSE INVESTMENT PARTNERSHIP 0.00 218535200022 100 PRIVATE OWNERSHIP R Rural R060089 JAMMARON, KENNETH V. & KAREN A. 5.70 218535200023 100 PRIVATE OWNERSHIP R Rural R060090 L&YJAMMARON FAMILY LLLP 32.15 218535200021 100 PRIVATE OWNERSHIP R Rural R060088 JAMMARON, GLEN L. & LYNNE 5.70 218535400024 100 PRIVATE OWNERSHIP R Rural R060092 SHAN E & BRUCE'S LLC 0.00 218535304002 100 PRIVATE OWNERSHIP R Rural R083021 MACGREGOR, ROBERT DUNCAN 37.60 218534402004 100 PRIVATE OWNERSHIP R Rural R008096 ROARING FORK LAND NO 4, LLC 35.00 218534402006 100 PRIVATE OWNERSHIP R Rural R008098 ROARING FORK LAND NO. 6 LLC 37.70 218535415002 100 PRIVATEOWNERSHIP R Rural R083595 EASTBANKLLC 16.98 Total 1 170.83 The total area of the Expanded Service Area is approximately 170 acres which includes the 35 acres of the RE -1 Eastbank School site. The area of the adjoining parcels is approximately 135 acres and is zoned Rural by Garfield County. The Expanded Service area is outside of the City of Glenwood Springs but is within its urban growth boundary and is included within the City's Comprehensive Plan. That plan identifies the area as "Low Density Residential," which is described as "single-family residential development that is intended to maintain rural character". For planning purposes, this Service Plan assumes a land use and associated density as Low Density Residential, equal to one residence per 20,000 square feet. The land use density considered for this land was based upon a report from a consultant for the RE -1 School District. The projection was for low density residential with a density of one residence per 20,000 sf. This density equates to 285 single family residences or 285 EQR's. Exhibit N includes the land summary for the Expanded Service Area and was prepared by Sopris Engineering. This Service Plan Amendment is not intended to act as a zoning guide but rather a guide to help size the appropriate size of utilities. Utility sizing will be based upon a total of 80 EQR's for the School Site and 285 EQR's for the adjoining land. Ultimate zoning and land use of the surrounding properties will be subject to future county approvals. Roaring Fork Water & Sanitation District 5.0 Regionalization of Domestic Water and Wastewater Service 5.1 Advantages of Regionalization May 2016 In order to respond to the foregoing requests, the District has carefully considered the concept of serving the Expanded Service Area as the regional provider of domestic water and wastewater service. At this time, the District believes that there are many advantages to having the District provide both water and wastewater treatment service to the Expanded Service Area. The County, and, to the extent it has authority, the Colorado Department of Public Health and Environment, have both expressed a preference that water and wastewater utility systems be owned, operated, and maintained by a governmental or quasi -governmental entity instead of a private, individual entity, school district or homeowners' association. Ownership by the latter group will only proliferate without this Service Plan Amendment. Assuming approval of this Service Plan Amendment and successful negotiation of final agreements, the District will own and operate a large, unified water and wastewater system, with redundant sources of supply and treatment. This regionalized service is critical to serving the growth between Glenwood Springs and Carbondale. Customers, contractors, and the County can work with one entity instead of many different developers or homeowners' associations. One consolidated District providing both water and sewer service will result in one mill levy assessment, service fee, and tap fee. Because the District is already providing both water and sewer service to the area between Carbondale and Glenwood Springs, it is already well-equipped to handle the transition to the Expanded Service Area. The District has fully operational, engineering, legal, administrative and operations support staffs. The current Board of Directors has geographic and technical diversity. The District has adopted Rules and Regulations for both services. The District has specifications set up for both water and sewer infrastructure. The District's billing system is set up for customers receiving both water and sewer service. The District has current water and sewer service fee and tap fee reports. Consolidated water and wastewater facilities will provide a safer and more reliable water supply and protection of the Roaring Fork River from discharges from multiple wastewater treatment facilities. For example, the District will have water supplies consisting of multiple well fields and surface water supplies. If consolidation occurs, then each property or customer will benefit from the reliability and safety of multiple supplies rather than reliance on a single stand-alone system. If the quality of water in the Roaring Fork River is threatened with a hazardous waste spill, or is subject to high turbidities during spring runoff, then customers and students in the Eastbank School can benefit from the ground water supplies from other well fields within the District. Multiple water storage tanks will contribute to safety and reliability. Rather than rely upon individual water storage tanks for each property, water storage through the District can be master planned so that customers can benefit from storage in several tanks. Because the largest need component of water storage volume is fire flow, the ultimate volume required from a consolidated District will be much less than if each individual property needed to 5-1 Roaring Fork Water & Sanitation District May 2016 supply fire flow volume. The size of transmission lines from the tank to the development can be smaller if they are looped to multiple tanks. Fire flow will be more reliable from multiple tanks. The District wastewater facility provides not only tertiary level treatment which goes beyond the mandated secondary treatment but also protects water quality in the Roaring Fork River by discharging directly into a wetland area instead of the river. This not only protects the quality of water in the River, but keeps an important riparian area healthy. 5.2 Policies Regarding Water Service to the Expanded Service Area Having determined that the requests from new development establish the need for domestic water and wastewater service within the Expanded Service Area, and having further determined that there are advantages to be gained by so doing, the District has concluded that it is appropriate for the District to serve the Expanded Service Area. To this end, the District has examined the annexation policy set out in the Service Plan and the Pre -Inclusion Agreement. These documents establish the premise that the District's water and wastewater facilities and service will be expanded upon the funding of the initial capital costs of new or expanded facilities by the developer of the new property seeking service. These documents also establish that this premise is to be uniformly applied to all properties seeking new or expanded service. The District believes that the foregoing principals established in the Service Plan and Service Plan Amendment have served it well and have accommodated the expansion of its water and wastewater treatment facilities and service without undue burden on existing customers or service area. The District therefore believes that these principals can be incorporated into an analogous policy which will allow the District to become the water and wastewater provider in the Expanded Service Area. The District therefore proposes the following Statement of Policy enumerating the terms and conditions upon which the Roaring Fork Water & Sanitation District will provide domestic water and wastewater service to new development on property outside the boundaries of the current service area and which policy is consistent with the District's previous service plan as amended and approved by Garfield County. 1. An applicant for domestic water service will, at his expense, construct all of the wholesale water and wastewater facilities (supply, treatment, storage and main transmission facilities) necessary to provide domestic water service to his project, and convey those wholesale facilities to the District at no cost. 2. As an alternative to No. 1, above, an applicant for domestic water and wastewater service, or his engineer, together with the District's engineer, will quantify the cost to such applicant if he were compelled to construct his own independent domestic water and wastewater system for the applicant's proposed project. This cost will include the cost of facilities to provide a water supply and water treatment. 3. The applicant will pay to the District the sum calculated pursuant to paragraph 2, above, or an alternative sum acceptable to the District given the District's then existing facilities and the need for expansion to provide service to the applicant's project. 5-2 Roaring Fork Water & Sanitation District May 2016 existing facilities and the need for expansion to provide service to the applicant's project. 4. Upon such payment, the District will commit to provide water and wastewater service to the applicant's project and to build the necessary facilities to fulfill that commitment. However, 5. the actual use of the money paid, and the timing of such expenditures, will be in the discretion of the District. The obligation to construct the source of supply and treatment will be the District's at the time the additional source of supply or treatment is necessary. 6. The District and the applicant will enter into a tap fee recovery agreement which will provide that the applicant may recover the cost of construction of his system, or the sum paid pursuant to paragraph 2, above, as the case may be, from tap fees collected from properties within the applicant's project or service area. 7. The applicant will be responsible for all internal delivery lines within its project and for connection to existing District facilities. All such facilities will be constructed to the District's specifications and the District will have rights of inspection. 8. The applicant will convey all necessary water rights to the District to enable the District to provide water service to the applicant's project. This includes all necessary water allotment contracts. 9. The applicant will convey all necessary easements or fee title of property to the District for water supply and treatment sites, water and wastewater lines, and other facilities. 10. The District will require, except in extraordinary circumstances to be determined by the Board on a case by case basis, that all projects install a secondary irrigation system, so all irrigating is done with untreated water in systems that are not owned, controlled or operated by the District. Prior to providing service to new development within the Expanded Service Area, all of the foregoing policies will be addressed and resolved to the satisfaction of the District in Facilities Extension Agreements, Line Extension Agreements or Pre -Inclusion Agreements. These policies form the basis of the agreements that were negotiated between the District and RE -1 School District. Future agreements shall be conceptually consistent with the foregoing policies and the agreements now being negotiated. Modifications on a case-by- case basis may be necessary because of matters related to the actual cost of construction, geographic distinctions in the property requesting such service, the extent that the newly - included property utilizes common elements and other factors particular to the property in question. The District will also retain the flexibility to modify the policies when responding to requests to provide service to pre-existing development within the Regional Service Area which now have individual wells or small community systems. Specifically to the utilities extended to the Expanded Service Area, the entity that pays for and constructs the facilities will be the beneficiary of the District's Line Extension Agreement. This agreement allows for the entity that pays for the facilities, to be reimbursed costs on a pro -rata basis by those that tie onto or benefit from the facilities. 5-3 Roaring Fork Water & Sanitation District 6.0 Water Rights and Facilities for Regional System 6.1 Water Rights May 2016 As stated in Policy No. 8 above, provision of water service to property within the Regional Service Area will be conditioned upon the conveyance to the District the water rights that are sufficient to enable the District to provide the service being requested. The developers of Aspen Glen, Coryell Ranch and Ironbridge have obtained their own augmentation decrees and have conveyed the appropriate water rights to the District. The Pre -Inclusion Agreement between the RFWSD and the RE -1 District contains the following provisions for water rights and permits. Water Rights Applications. RE -1 shall apply to the Basalt Water Conservancy District ("BWCD") for a water allotment contract issued pursuant to the BWCD's plan for augmentation decreed in Case No. 02CW077, in an amount necessary to serve the RE - 1 Property. Water Rights Dedication. Within thirty (30) days after the date of the entry of the order of inclusion by the Garfield County District Court including the RE -1 Property within the RFWSD as provided in Paragraph 2.1, RE -1 shall convey to the RFWSD by bargain and sale deed and appropriate assignment, all water rights associated with the RE -1 Property including 27 shares in the Thompson Glen Ditch Company (formerly known as the Glenwood Irrigation Company), and RE -1's interest in the Basalt Water Conservancy District Water Allotment Contract described in paragraph 5.1. The RFWSD shall have no obligation to provide water service to the RE -1 Property until RE -1 has made such conveyance and assignment. From and after the date of such conveyance and assignment, the RFWSD shall be solely responsible for all actions necessary to maintain such water rights and Basalt Water Conservancy District Contract. Irrigation Rights. RFWSD shall lease back to RE -1 sufficient shares in the Thompson Glen Ditch Company necessary for the continued irrigation of the RE -1 Property. RE -1 shall continue to use such water rights on the RE -1 Property and shall be responsible for the operation, maintenance and repair the structures used to deliver the water rights together with paying for the annual assessments levied by the Thompson Glen Ditch Company. In the event RE -1 does not keep the facilities in good repair, the RFWSD in its sole discretion may then take such actions as it deems reasonably necessary to maintain the facilities and bill RE -1 for the costs of such operation, maintenance and repair. Failure to pay for such costs may result in the cancellation of service as provided in the RFWSD Rules and Regulations then in effect. RFWSD Well Permits. Upon assignment of the BWCD water allotment contract to the RFWSD, the RFWSD shall immediately commence and in good faith timely prosecute efforts to assure that the well permits for the Coryell and Aspen Glen Wells, owned and operated by the RFWSD, are adequate to allow for water service to be provided from such wells to and within the RE -1 Property. The District will have sufficient water rights to serve the Expanded Service Area through the water rights dedication requirements of its policies for inclusion of properties within its Service Area. 6-1 Roaring Fork Water & Sanitation District 6.2 Water Supply, Storage and Transmission May 2016 This section discusses the ability of the existing and proposed infrastructure to provide water service to the expanded service area. Water service to the expanded service area will place demands on the RFWSD water supply, storage and transmission main infrastructure. Figure 6.1 is a map which shows the existing water infrastructure for RFWSD. Originally the water supply infrastructure was designed to just serve the Aspen Glen PUD. The first Service Plan Amendment increased the water service area to be consistent with the wastewater service area. Subsequent to that Service Plan Amendment all infrastructure and master planning has included the larger service area. The latest master plan for the RFWSD was prepared in 2008. That master plan used a scenario analysis to reflect the variable and ever changing demographic projects that all water providers experience. Table 6.1 reflects the scenarios from the 2008 Master Plan. The most realistic but conservative planning scenario used for the 20 -year planning horizon was Scenario 4. Scenario 4 was selected as the preferred 20 year development scenario because it represents the most likely and achievable land use for the next 20 years. Scenario 4 included buildout of the significant developments including Aspen Glen, Coryell Ranch, Ironbridge and the proposed Cattle Creek Crossing development now called Rivers Edge and consists of property owned by Carbondale Investments LLC and Garfield County Commercial Investments LLC. The expanded service area for the Eastbank School and adjoining developments has been added to scenario 4. The total amount of EQR's for scenario 4 is 2163 EQR's. r -wmim,641 Roaring Fork Water & Sanitation District Table 6-1 Total EQR's Contributed Table 6.1 Development Scenario EQR Summary May 2016 Development Scenario 1 Scenario 2 Scenario 3 Scenario 4 Scenario 5 Coryell Ranch 30 80 80 80 80 Aspen Glen 262 643 643 643 643 Iron Bridge 145 325 325 325 325 Cattle Creek Crossing/Rivers Edge 0 0 0 750 750 Crystal River Ranch 0 0 320 0 320 CMC Turnoff 0 0 0 0 200 West Carbondale 0 0 18 0 18 Burry 0 0 10 0 10 Midway Area 0 0 0 0 122 H Lazy F 0 0 0 0 110 Teller Springs 0 0 22 0 22 Cattle Creek Intersection 0 0 0 0 50 Mountain Meadows Mobile Home Park 0 0 0 0 20 Western Mobile Gravel Pit 0 0 150 0 150 Wayne Rudd/Cattle Creek 0 0 0 0 30 Miscellaneous Infill (1%) 0 0 0 0 11 RE 1 School District and surrounding area 365 359 West Bank ??? Total 437 1048 1568 2163 3220 Note: Pre -Inclusion agreement with Rivers Edge allowed for 375 EQR for both Cl and GCCI 2163 EQR's will place a demand of 350 gpd in house usage and an additional demand of 528 gpd for outside irrigation.' This assumes a peaking factor of 2.5 of maximum day to average day demand. This results in a maximum day demand of 1.89 MGD or 1311 gpm. WATER SUPPLY This section will discuss the existing and proposed water supply to serve the existing and expanded service area. The existing water supply for the District before the first Service Plan Amendment was based upon service to 643 EQR's within the Aspen Glen development. The water supply necessary to serve the 643 EQR's was to come from alluvial wells located along the east side of Aspen Glen adjacent to the Roaring Fork River. A total of 7 well were planned and The above analysis does not take into consideration District policy requiring a secondary water system for outside lawn irrigation. Roaring Fork Water & Sanitation District May 2016 sites were set aside on the final plat for the location of all 7 wells. Initially three wells were drilled. Well pumps have been installed to deliver approximately 1020 gpm. The first Service Plan Amendment increased the service area for water service and included the Coryell Ranch/Midland Point and Ironbridge developments. Additional water supply was planned through the expansion of wells on the Coryell Ranch. Eleven wells were permitted and easements were obtained. Two wells were drilled and were found to have capacities of over 1000 gpm. These wells were retrofitted with 400 gpm wells. The total existing capacity of the RFWSD water supply is shown in Table 6.2. Table 6-2 Existing Capacity of RFWSD Water Supply Well Existing capacity Full capacity Static Water Level gpm gpm Coryell well 1 400 1000 Coryell well 2 400 1000 (in.) (Date Measured) (gpm/ft.) Aspen Glen Well 1 (2) 340 450 Aspen Glen Well 2 (3) 340 690 Aspen Glen Well 3 (4) 340 200 Coryell #13 60 Total 1820 3340 More specific design information from the existing wells can be seen in Table 6.3 Table 6-3 The total existing capacity of the existing wells of 1820 gpm exceeds the projected maximum day demand of 1310 gpm for 2163 EQR's. The RFWSD also has other water supply options available should the demographic trends change and other development scenarios similar to those shown in table 6.1 evolve. Four additional wells can be drilled in Aspen Glen and 9 wells can be drilled in Coryell Ranch in the future. In addition, as part of 6-5 Depth Casing Static Water Level Specific (ft. Diameter (ft. BGS) Capacity Well Name BGS) (in.) (Date Measured) (gpm/ft.) Coryell #11 62 12 16.45 76.9 6/27/2005 Coryell #13 60 12 24.8 5/3/2000 80 Aspen Glen #1 101 8 46.5 15.3 8/22/1993 Aspen Glen #2 81 8 8/22/1993 51.8 Aspen Glen #4 73.3 12 30.8 2/7/1995 13.2 The total existing capacity of the existing wells of 1820 gpm exceeds the projected maximum day demand of 1310 gpm for 2163 EQR's. The RFWSD also has other water supply options available should the demographic trends change and other development scenarios similar to those shown in table 6.1 evolve. Four additional wells can be drilled in Aspen Glen and 9 wells can be drilled in Coryell Ranch in the future. In addition, as part of 6-5 Roaring Fork Water & Sanitation District May 2016 the Pre -Inclusion Agreement with the owners of the Rivers Edge project, a surface water treatment plant may be required to be built adjacent to the existing wastewater treatment facility to create redundancy and serve the demand from Rivers Edge. In conclusion, the District's existing and future water supply options are more than enough to meet the demands of future development scenarios including the demands placed from the expanded service area. If the full capacity of the existing wells was installed, the 3340 gpm capacity could service approximately 5600 EQR's at maximum day demand. WATER STORAGE This section discusses the existing and proposed water storage to serve the expanded service area. Existing Storage Summary The RFWSD currently maintains four water storage tanks, for a total of 1.5 MG capacity. Relevant tank information is provided in Table 6.4. Table 6-4 Existing Water Storage Tanks Tank Name Nominal Storage Volume MG) Diameter ft Height (ft) Elevation (ft) Iron Bridge Tank 0.3 48 23 6,209 Co ell Ranch Tank 0.2 32 32 6,200 0.7 MG Aspen Glen Tank 0.7 62 32 6,200 0.3 MG Aspen Glen Tank 0.3 40 32 6,200 Storage Requirement Summary Theoretical storage volume required for the system is the sum of three components: Equalization Volume, Fire Flow Volume, and Emergency Volume, described as follows. Equalization Volume: The volume required to equalize the difference between the system's maximum day demand and the peak hour demand for a period of 6 hours. For this study, the peak hour demand is estimated as two times the maximum day demand. Fire Flow Volume: This is the volume required to supply the maximum fire flow demand to the system for a specified duration, depending on building size, type and classification. The predominant land use has been single-family structures with the exception of the Aspen Glen Clubhouse. The RE -1 Eastbank School building will drive the need for additional fire flow. The buildings (2) constructed on the Eastbank site are planned for 75,000 sf each and will be Type IIB construction. Table B105.1 from the 2006 International Fire Code requires a minimum flow of 5750 gpm. With sprinkler systems this will be reduced by 75% resulting in a minimum flow of 1437 gpm. A fire flow of 1500 gpm for 4 hours will be used. This results in a fire flow volume of 360,000 gallons. Emergency Volume: Emergency volume is that required to provide water to the system when water production is curtailed. This may be due to rupture of a main conveyance pipe, power failure or mechanical incident. Assumptions for deriving this value vary, but typical M. Roaring Fork Water & Sanitation District May 2016 power failure or mechanical incident. Assumptions for deriving this value vary, but typical estimates assume that this volume should be sufficient to supply enough water to the system to meet average day demand for a 24-hour period. Using the above assumptions for storage volume required, Table 6-5 provides a summary of theoretical water storage required for buildout of scenario 4 and for the existing conditions with today's land use and buildout of the Expanded Service Area. The required storage required with today's land use and buildout of the Expanded Service area is 1.1 million gallons. The existing storage amount is 1.5 million gallons. At buildout of Aspen Glen, Coryell Ranch, Ironbridge and the proposed Rivers Edge, the required storage will be 2.06. The pre -inclusion agreement with Rivers Edge has required that the Rivers Edge Development pay for and build two 400,000 gallon Storage Tanks. A site above Rivers Edge has been identified for the two 400,000 gallon tanks. The addition of these two 400,000 storage tanks will result in a total volume of 2.3 million gallons and will exceed the required volume of 2.06 million gallons required for buildout of scenario 4. A 12 inch water transmission line will be installed from the closest main in Ironbridge, and then cross the RF River on the existing bridge, and follow the County Road 154 alignment to the site of the Eastbank School. The RE -1 School District will then masterplan the internal distribution lines upon completion of the school design process. A cursory cost estimate for the water line extension is shown in Table 6-6. Table 6-5 Theoretical Water Storage Requirements Total Additional Required Volume to Equalization Fire Emergency Storage Supplement Volume Flow Volume Volume Existing 1.5 MG (MG) ) Volume (MG) ) (MG) MG (MG) (MG) Scenario 4 2.06 0 0.946 0.36 0.757 Existing 1.1 0 0.415 0.36 0.332 Requirement Table 6-6 6-7 Roaring Fork Water & Sanitation District RFWSD RE 1 School District May -16 ,AGM INS Water Transmission line May 2016 NO. ITEM/DESCRIPTION EST QUANTITY UNITS UNIT PRICE TOTAL PRICE 1 MOBILIZATION 1 LS $15,000 $15,000 2 12" WATER LINE 5465 LF $150 $819,750 3 12" VALVES 4 LF $2,500 $10,000 4 12" FITTINGS 20 EA $500 $10,000 6 TIE IN TO EXISTING SYSTEM 1 LS $1,000 $1,000 7 FIRE HYDRANT 6 LF $2,500 $15,000 8 ASPHALT REPLACEMENT 975 TONS $120 $117,000 9 bridge crossing 1 Is $20,000 $20,000 10 RESTORATION 1 LS $10,000 $10,000 11 traffic control 1 LS 10000 $10,000 subtotal $1,027,750 Engineering and Contingency 20% $205,550 TOTAL $1,233,300 Roaring Fork Water & Sanitation District May 2016 7.0 Wastewater Treatment This section discusses the overall District wide wastewater treatment infrastructure required to serve the existing service area and Expanded Service Area. Further a description of the specific infrastructure required to serve the Expanded Service Area will be provided. 7.1 Wastewater Treatment Facility (WWTF) The existing WWTF has been master planned for a capacity of 321,000 gpd and currently has a phase 1 capacity of 107,000 gpd. The current 30 -day average flows for the year 2015 to the facility are shown in Figure 7.1. Figure 7-1 RFWSO WWrF ; ER MOA AM VA1'Fit JM6 Der ^=V SFr .11a4■ These flows are well below the permitted capacity of 107,000. Historically flows to the facility peaked in the year 2010. Figure 6.2 shows the flows to the facility for the years 2009 through 2015. 7-1 Roaring Fork Water & Sanitation District May 2016 90,000 85,000 80,000 75,000 !0,000 65,000 60,000 55,000 50,000 45,000 40,000 Figure 7-2 30 day month average flaw t 2009 Flaws -2010 Flaws X2011 Flaws X2012 Flows —ham -2013 Flows 2014 Flows - 2015 Flaws The District has seen an increase in the flows for the year 2016 with a 30 -day average flow of 71,903 gpd experienced in February. In February the current number of EQR's being served by the facility were 570. This results in a flow per EQR of 126 gpd/EQR, which is much lower than the projected flows of 280 gpd per EQR. The excess capacity to the facility based upon flow is approximately 35,097 gpd. In EQR's the excess flow to the facility is 278. The District is required to begin planning for the expansion to the facility when 30 -day average flows reach 80% of permitted capacity. Construction must begin when flows reach 95% of capacity. Because of the projected flows from the Expanded Service Area, the District has started the planning and permitting process to expand the WWTF. Because the WWTF was master planned for 321,000 gpd based upon three incremental phases of 107,000 gpd, it is anticipated that the next phase would be a 107,000 gpd expansion to reach a total capacity of 214,000 gpd. Future plant expansion will be driven by growth in the service area. 7-2 Roaring Fork Water & Sanitation District May 2016 A footprint of the planned phases of the WWTF is shown in Figure 7-3 Figure 7-3 �• Cl fL� � rano �o TFF1 � J� cD I + PRELIMINARY scnMussER coRooI METER RoaringFork Wa ter V11 I 1 Nor Plant Layouts 'OR Option 1 coNsrRucnoN = and Sanitation District 2 7.2 Wastewater Conveyance for expanded Service Area This section presents the infrastructure necessary to convey wastewater from the Expanded Service Area to the WWTF. The Expanded Service Area is located down gradient from the WWTF. A lift station will be located strategically adjacent and down gradient from the Eastbank School Site. Flow from the Eastbank School and adjoining properties will gravity flow to the lift station. This lift station will pump flows through multiple force mains located along Country Road 109. The force mains continue to the nearest existing gravity flow sewer line located at the Longshadow cul-de-sac Ironbridge. Flow will then flow to existing Lift stations 1 and 2 in Ironbridge where flow will be pumped through existing force mains to the District's WWTF influent interceptor sewer. See Figure 7-4 for a conceptual site plan for the conveyance facilities. A conceptual level cost estimate is included as Table 7-1. 7-3 Roaring Fork Water & Sanitation District Table 7-1 jjFWSD RE 1 School District May -16 INC AM& Wastewater Conveyance May 2016 NO. ITEM/DESCRIPTION EST QUANTITY UNITS UNIT TOTAL PRICE PRICE 1 MOBILIZATION 1 LS $15,000 $15,000 2 force main pipe chase 5575 LF $75 $418,125 3 lift station 1 EA $100,000 $100,000 4 clean outs 20 EA $1,000 $20,000 6 Upgrades to exis lift stations 1 LS $75,000 $75,000 8 ASPHALT REPLACEMENT 975 TONS $80 $78,000 9 bridge crossing 1 Is $20,000 $20,000 10 RESTORATION 1 LS $10,000 $10,000 subtotal $736,125 Engineering and Contingency 20% $147,225 TOTAL $883,350 7-4 Roaring Fork Water & Sanitation District 8.0 Financial Plan May 2016 The developers of Aspen Glen, Coryell Ranch and Ironbridge, in collaboration with the District, have constructed most of the existing facilities described above and conveyed them to the District. The District currently has no bonded indebtedness. As per the attached Pre - Inclusion Agreement and District Policy the infrastructure required to serve Expanded Service Area will be designed by the RFWSD and constructed by the RE -1 School District. This infrastructure is referred to as the offsite facilities. The onsite facilities necessary within the boundaries of the RE -1 and adjoining property is referred to as Onsite Facilities. The Onsite Facilities necessary to connect to the offsite facilities will be designed funded and constructed by the RE -1 District and the adjoining properties. Pursuant to the Policies enumerated in Section 5, the facilities extension agreements contained within the existing Pre -Inclusion Agreement with the RE -1 District and future agreements that will be negotiated with property owners within the Expanded Service Area provide that the costs of expanding domestic water and wastewater service will be the responsibility of those seeking such service. Such agreements will also cover matters of construction and reimbursement for any party who participates in the construction of water and wastewater facilities. Pursuant to the policies, the water supply, treatment, storage, and transmission lines, and wastewater conveyance lines and lift stations will either be constructed by the developers and subsequently transferred to the District at no charge, or will be built by the District with funds paid to it in advance by the developers. The expansion of the WWTF will be done through the payment of tap fees and service fees contributed by the developers and District customers. Currently the District has approximately $2 million in a restricted fund earmarked for WWTF expansion. Additionally, the District will, subject to applicable law have the ability to issue general obligation bonds to make improvements to the facilities of the District. No specific bond issues are anticipated at this time. In the event the District should determine in the future to issue general obligation bonds, it will be done in accordance with the Special District Act and applicable provisions of Act. X, Sec. 20 of the Colorado Constitution. The District also has the ability to raise taxes and/or service fees necessary to offset capital expenses or operational costs. The District has the financial ability to serve the Expanded Service Area. 8.1 2016 Budget A copy of the 2016 RFWSD Budget is shown in Exhibit J. The District's source of revenue consists of monthly service fees, tap fees and property taxes. A copy of the District's recent mill levy assessments and revenue from properties included in the Service Area follows in Table 8.1. Roaring Fork Water & Sanitation District Table 8-1 Mill Levy Assessment Property Tax Info: Budget Year Property Valuation Mill Lev Revenue 2016 45,219,810 7.4 334,626 2015 34,603,320 7.4 256,056 2014 34,498,400 5.7228 197,427 2013 44,718,800 5.7228 255,917 2012 44,777,610 5.7228 256,253 8.2 District Rules and Regulations May 2016 The District has Rules and Regulations, which are amended from time to time. The Rules and Regulations are available on line at http://www.rfwsd.com/index.php?page=RulesAndRegs and shown in Exhibit M. IN Roaring Fork Water & Sanitation District 9.0 Compliance with Comprehensive Plan May 2016 Pursuant to this Service Plan Amendment, the District is seeking the authority to serve domestic water and wastewater service provider for all property within the Expanded Service Area. The District's motivation for submitting this Service Plan Amendment is the request for service from the RE -1 School District. The District is not, by this Service Plan Amendment, seeking to construct water supply, storage, water and wastewater treatment or delivery facilities which will provide capacities in excess of those necessary to serve developments already approved and requesting future service. Instead, this Service Plan Amendment will authorize the District to provide domestic water and wastewater service to future development that would require prior land use approvals from Garfield County. Section 7 of Garfield County Comprehensive Plan 2030 includes the plan elements of water and sewer services. Section 7 is attached as Exhibit K. Specifically the policies of Section 7 pertaining to water and sewer service state: 1. Development located adjacent to municipalities and sanitation districts with available capacity in their central water/sewer systems will be encouraged to tie into these systems. 2. County will strongly discourage the proliferation of private central water/sewer systems. Strategies and Actions from Section 7 state: 1. Work with special districts to coordinate their plans with county policies and plans. 2. Encourage special districts to expand services to development of any new centers in the unincorporated areas. Finally, written communication from the RE -1 School District to Garfield County dated February 24, 2009 contains more specific language concerning compliance with the Comprehensive Plan for the Eastbank School. See Exhibit L. This service plan amendment meets the goals of the Garfield County Comprehensive Plan by supporting development that is located near and existing sanitation district with available capacity and ties that development into an existing system without use of private water systems. 9-1 Roaring Fork Water & Sanitation District 10.0 Compliance with Statutory Criteria May 2016 The District submits that this Service Plan Amendment satisfies all requirements for approval and acceptance by the Commissioners pursuant to C.R.S.§ 32-1-101, et. seq. The requests for service received by the District by approved subdivisions and the advantages to be gained by having the District be the regional provider of both water and sewer establish the inadequacy of existing water systems, the need for organized service and that the expansion of the District's water and wastewater service is in the best interests of the owners of property within the Expanded Service Area. There are no other municipal or quasi -municipal providers of domestic water service within the Expanded Service Area and the County does not provide such service. The facility and service standards for domestic water and wastewater service within the Expanded Service Area will be the same as those already approved in the District's existing Service Plan. Finally, this Service Plan Amendment complies with the Garfield County Comprehensive Plan and all duly adopted County, Regional and State long range water quality management plans. WHEREFORE, the District respectfully requests that the Board of County Commissioners of Garfield County, Colorado, adopt a resolution approving this Service Plan Amendment for the Roaring Fork Water & Sanitation District. 10-1 Roaring Fork Water & Sanitation District May 2016 Exhibit A DISTRICT ORDER OF INCLUSION OF REAL PROPERTY 5 Service Plan Amendment — SGM 96059A-92 4 DISTRICT COURT, GARFIELD COUNTY; STATE OF COLORADO 0 �a Case No. 94CV29 �a vC�.n ORDER OF INCLUSION OF REAL PROPERTY - .r+ W = ay M + m {L el In Re: THE ORGANIZATION OF THE ROARING FORK WATER & SANITATION DISTRICT �N (formerly known as the Aspen Glen Water & Sanitation District) � m roc �a �"' m This matter having come before the Court upon the Petition for Order of Inclusion of Real � N N property submitted by the Roaring Fork Water & Sanitation District, and the Court, having ED considered said Petition and the Order for Inclusion entered by the Board of Directors of the Roaring �Iw v Fork Water & Sanitation District submitted therewith, and being otherwise fully advised in the 0) o premises: IT IS HEREBY ORDERED: 1. That the following described real property be, and the same hereby is, included within the Roaring Fork Water & Sanitation District: A PARCEL OF LAND SITUATE IN LOTS 12 AND 13. SECTION 28 AND IN LOTS 1.2.8.9.10.11.12.13 AND 19. SECTION 29. ALL IN TOWNSHIP 7 SOUTH. RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN. COUNTY OF GARFIELD. STATE OF COLORADO. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A FOUND B.L.M. ALUMINUM CAP IN PLACE FOR THE EAST 1/4 CORNER FOR SECTION 29. WHENCE A FOUND BRASS CAP L.S. 7734 IN PLACE FOR THE NORTHEAST CORNER FOR SAID SECTION 29 BEARS N 00 DEGREES 27' 51" E A DISTANCE OF 2677.86 FEET. WITH ALL BEARINGS CONTAINED HEREIN BEING RELATIVE THERETO: THENCE N 00 DEGREES 27' 51" E ALONG THE EAST LINE OF SAID SECTION 29 A DISTANCE OF 154.77 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL DESCRIBED HEREIN: THENCE ALONG THE NORTH. EAST AND SOUTHERLY BOUNDARY OF A PARCEL OF LAND DESCRIBED AS IN BOOK 918 AT PAGE 366 TO 367 OF THE RECORDS OF THE GARFIELD COUNTY CLERK AND RECORDER THE FOLLOWING 8 COURSES: 1) N 88 DEGREES 47' 11' W ALONG AN EXISTING FENCE LINE A DISTANCE OF 343.54 FEET: 2) S 03 DEGREES 08' 57" E ALONG AN EXISTING FENCE LINE A DISTANCE OF 287.71 FEET: . 3) N 76 DEGREES 59' 21" E ALONG AN EXISTING FENCE LINE A DISTANCE OF 9.75 FEET. 4) S 03 DEGREES 51' 05" W ALONG AN EXISTING FENCE LINE A DISTANCE OF 130.73 FEET: 5) S 30 DEGREES 25' 57" E ALONG AN EXISTING FENCE LINE A DISTANCE OF 75.33 FEET: Return to: Lawrence R. Green P.O. Drawer 790 Glenwood Springs, 00 81 OW 0 - N �QU 3F "00 z �o �4cr 0 -� W W LL M � N O 0 cmc a �N m �N m N N �mim �mv �cn o to N 6) S 39 DEGREES 41' 10" E ALONG AN EXISTING FENCE LINE A DISTANCE OF 193.84 FEET. 7) S 31 DEGREES 14'48* E ALONG AN EXISTING FENCE LINE A DISTANCE OF 71.04 FEET; 8) S 23 DEGREES 21'25' E ALONG AN EXISTING FENCE LINE A DISTANCE OF 73.27 FEET; THENCE S 79 DEGREES 33' 53" E ALONG AN EXISTING FENCE LINE AND SOUTHERLY BOUNDARY OF A PARCEL OF LAND DESCRIBED AS PARCEL A 1N BOOK 929 AT PAGE 158 TO 159 OF THE RECORDS OF SAID GARFIELD COUNTY CLERK AND RECORDER A DISTANCE OF 257.61 FEET TO THE END OF SAID FENCE LINE. THENCE CONTINUING ALONG SAID SOUTHERLY BOUNDARY S 79 DEGREES 33' 53' E A DISTANCE OF 71.00 FEET TO THE CENTERLINE OF THE CRYSTAL RIVER. THENCE ALONG THE CENTERLINE OF SAID CRYSTAL RIVER THE FOLLOWING 4 COURSES: I) S 10 DEGREES 45'00- E A DISTANCE OF 262.02 FEET; 2) S 12 DEGREES 30'00* E A DISTANCE OF 168.00 FEET. 3) S 26 DEGREES 00'00* E A DISTANCE OF 219.00 FEET. 4) S 41 DEGREES 35'02' E A DISTANCE OF 206.26 FEET TO A POINT ON THE EAST LINE OF LOT 13 OF SECTION 28: THENCE S 01 DEGREES 00' 52" W ALONG THE EAST LINE OF SAID LOT 13 (SAID EAST LINE ALSO BEING THE COMMON BOUNDARY LINE AS AGREED UPON BY UNION OIL COMPANY OF CALIFORNIA AND JOHN K & BARBARA M. SNOBBLE. SAID AGREEMENT BEING RECORDED IN BOOK 933 AT PAGE 836 TO 838 OF THE RECORDS OF SAID GARFIELD COUNTY CLERK AND RECORDER) A DISTANCE OF 909.31 FEET TO THE SOUTHEAST CORNER OF SAID LOT 13: THENCE ALONG A COMMON BOUNDARY LINE AGREED UPON BY UNION OIL COMPANY OF CALIFORNIA AND THE CRYSTAL RIVER RANCH (SAID AGREEMENT BEING RECORDED IN BOOK 912 AT PAGE 785 TO 789 OF THE RECORDS OF SAID GARFIELD COUNTY CLERK AND RECORDER) THE FOLLOWING 20 COURSES: 1) N 89 DEGREES 04'09* W ALONG THE SOUTH LINE OF SAID LOT I3 A DISTANCE OF 563.29 FEET TO THE SOUTHWEST CORNER OF SAID LOT 13; 2) S 89 DEGREES 58' 42" W ALONG THE SOUTH LINE OF LOT 19. SECTION 29 A DISTANCE OF 159.34 FEET TO A POINT ON AN EXISTING FENCE LINE; 3) N 70 DEGREES 04' 19" W ALONG AN EXISTING FENCE LINE A DISTANCE OF 409.84 FEET; 4) N 70 DEGREES 07' 10" W ALONG AN EXISTING FENCE LINE A DISTANCE OF 354.35 FEET: 5) N 69 DEGREES 32' 49" W ALONG AN EXISTING FENCE LINE A DISTANCE OF 188.80 FEET; 6) S 28 DEGREES 47' 45" W ALONG AN EXISTING FENCE LINE A DISTANCE OF 306.75 FEET: 7) S 29 DEGREES 02' 13' W ALONG AN EXIS'T'ING FENCE LINE A DISTANCE OF 66.15 FEET TO A POINT ON THE SOUTH LINE OF SAID LOT 19: 8) S 89 DEGREES 58' 42" W ALONG THE SOUTH LINE OF SAID LOT 19 A DISTANCE OF 295.33 FEET TO A POINT ON AN EXISTING FENCE LINE; 9) N 11 DEGREES 04' 00' E ALONG AN EXISTING FENCE LINE A DISTANCE OF 309.81 FEET; 10) N 13 DEGREES 46' 33" W ALONG AN EXISTING FENCE LINE A DISTANCE OF 305.85 FEET; District Court, Garfield County Case No. 94CV29 Order of Inclusion of Real Property Roaring Fork Water & Sanitation District Page 2 of 4 u.. �Q 11) N 54 DEGREES 09'32* W ALONG AN EXISTING FENCE LINE A DISTANCE OF 258.77 FEET; a 12) N 66 DEGREES 16' 50" W ALONG AN EXISTING FENCE LINE A DISTANCE OF 398.62 s FEET; �V) 0 13) N 45 DEGREES 17' 45" W ALONG AN EXISTING FENCE LINE 0- c) FEET; A DISTANCE OF 213.59 14) N 45 DEGREES 20' 59" W A DISTANCE OF 217.78 FEET TO A POINT ON AN EXISTING UJ FENCE LINE; �n. a 15) N 45 DEGREES 04' 44' W ALONG AN EXISTING FENCE LINE A DI � 0) 0 FEET; STANCE OF 451.97 m 16) N 71 DEGREES 47' 15" W ALONG AN FEET: EXISTING FENCE LINE A DISTANCE OF 378.62 a o 17) N 44 DEGREES 16' 50" W ALONG AN EXISTING FENCE LINE A DISTANCE OF 273.66 FEET. N 18) N 39 DEGREES 08' 00" W ALONG AN EXISTING FENCE LINE A DISTANCE OF 326.72 04 FEET TG n rvity i ON THE WEST LINE OF LOT 13 OF SAID SECTION 29; rom (D w 19) N 00 DEGREES 31' 38'E ALONG THE '' 310.11 FEET TO THE SOUTHWWESEST LINE OF SAID LOT 13 A DISTANCE OF .■• r- c EST CORNER OF LOT 8 OF SAID SECTION 29; 120) N 02 DEGREES 03' 17" E ALONG THE WEST LINE OF SAID LOT 8 A DISTANCE OF 1167.25 FEET TO THE SOUTHWEST CORNER OF A PARCEL, OF LAND AS DESCRIBED IN BOOK 449 AT PAGE 571 OF THE RECORDS OF SAID GARFIELD COUNTY THENCE N 89 DEGREES 30' 03 E ALONG THE SOUTH BOUNDARY OF SAID PARCEL OF AND RECORDER: LAND A DISTANCE OF 151.19 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL OF LAND; THENCE N 30 DEGREES 20' 00- E ALONG THE EAS OF LAND A DISTANCE OF 367.79 FEET TO THE CENTERLINETERLY BOUNDARY LINE OF SAID PARCEL THENCE ALONG THE CENTERLINE OF SAID ROARI RIVEROARING RIVER: COURSES: 1) S 22 DEGREES 57' 15" E A DISTANCE OF 214.22 FEET: 2) S 48 DEGREES 00' 46" E A DISTANCE OF 403.61 FEET; 3) N 70 DEGREES 01' 01 " E A DISTANCE OF 292.62 FEET. 4) N 43 DEGREES 09' 09" E A DISTANCE OF 219.32 FEET; 5) N 30 DEGREES 15' 23' E A DISTANCE OF 347.31 FEET; 6) N 39 DEGREES 33' 35" E A DISTANCE OF 298.33 FEET. 7) N 55 DEGREES 14' 39" E A DISTANCE OF 298.20 FEET; 8) N 73 DEGREES 08' 07" E A DISTANCE OF 265.41 FEET; 9) S 84 DEGREES 57' 03" E A DISTANCE OF 249.97 FEET; 10) S 57 DEGREES 59' 41 " E A DISTANCE OF 235.85 FEET, 11) S 47 DEGREES 45' 29" E A DISTANCE OF 256.33 FEET, 12) S 39 DEGREES 49' 03" E A DISTANCE OF 418.28 FEET; 13) S 29 DEGREES 05'00- E A DISTANCE OF 393.00 FEET; 14) S 36 DEGREES 34' 00" E A DISTANCE OF 330.00 FEET. 15) S 41 DEGREES 30' 00" E A DISTANCE OF 225.00 FEET TO A POINT ON THE EAST LINE OF SECTION 29: THENCE S 00 DEGREES 27' 51" W ALONG THE EAST LINE OF SAID SECTION 29 A DISTANCE OF 623.64 FEET TO THE POINT- OF BEGINNING. COUNTY OF GARFIELD STATE OF COLORADO District Court. Garfield County Case No. 94CV29 Order of Inclusion of Real Property Roaring Fork Water & Sanitation District Page 3 of 4 0 2. From and after the date hereof, this Inclusion Order shall have the effect set forth in w -j O C.R.S. 32-1-402, and other applicable law. a0 C = 3. The Petitioner is hereby directed to record a copy of the within Order in the real Cq property records of Garfield County, Colorado, and to provide notice and certified copies of the Wm— 4* J within Order to the Garfield County Clerk and Recorder, the Garfield County Assessor, and the ��@ LUDivision of Local Government in the Department of Local Affairs as required by applicable law. n. Cr DONE in Open Court thisday of _ G ��-� , 2000. -N e BY THE COURT: m �Nca N CO -a m District Judge �0) a CERTIFICATE OF MAILING I Certify that a copy of Foregoing was mailed to all C `Counsel of Record This j day of -I jjL t.t a w GU District Court, Garfield County Case No. 94CV29 Order of Inclusion of Real Property Roaring Fork Water & Sanitation District Page 4 of 4 t;t)MB1NE-D COURT 0,=,cA\i:'!i' a� � may, i . GLENWOOD SPS tCertified to be a fulirgrj`iAp .correct co�tof use ,oridna3.fn y c D ted 4 t /ttl Fl It iti„i� Roaring Fork Water & Sanitation District 5 Service Plan Amendment — SGM 96059A-92 May 2016 Exhibit B GARCO RESOLUTION C RECORDED gap 0"CLOCK r .M. REC k 45579 FEB 2 1994 MILDRED ALSDORF, GARFIELD COUNTY CLERK STATE OF COLORADO ) )ss County of Garfield ) C BOA, .—Gi �tiU At a special meeting of the Board of County C0n1nlissi0Ders for Garfield County, Colorado, held in the Commissioners' Meeting Room, Garfield County Courthouse, in Glenwood Springs on Monday , the 31st of January y A.D. 19 94 , there were present: Elmer (Buckev) Arhaney , Commissioner Chairman Arnold L. t•t;3ckley , Commissioner Marian T. Smith , Commissioner Don DeFord , County Attorney Mildred Alsdorf , Clcrk of the Board Chuck Deschenes , County Administrator when the following proceedings, among others were had and done, to -wit: RESOLUTION NO. 94-008 A RESOLUTION APPROVING THE SERVICE PLAN AND THE FORMATION OF THE ASPEN GLEN WATER AND SANITATION DISTRICT WHEREAS, pursuant to the provisions of Title 32, Article 1, Part 2, C.R.S. as amended, the Board of County Commissioners of Garfield County, Colorado, held a public hearing; on the Service Plan of the proposed Aspen Glen Water & Sanitation District on the I 1 th day of January, 1994; and WHEREAS, Notice of the Hearing was duly published in the Glenwood Post and the Rifle Telegram, newspapers of general circulation within the County, on De-cember 21, December 22, December 28, December 29, I993 and January 4 and January 5, 1994, as required by law, and Notice was forwarded to the Petitioners and to the governing body of each municipality and special district which has levied an ad valorem tax within the next preceding tax yearand which has boundaries within a radius of three miles of the proposed District; and WHEREAS, the Board has considered the Service Plan and all other testimony and evidence presented at the Hearing; I B0N.0891, .�16%1 NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Garfield County, Colorado- Section-1. olorado: Section1. That the Board of County Commissioners of Garfield County, Colorado, does hereby determine that all of the requirements of Title 32, Article 1, Part2, C.R.S., as amended, relating to the filing of a Service Plan for the proposed Aspen Glen Water & Sanitation District have been fuffidled and that Notice of the Hearing was given in the time and manner required by law. SC&tiQD 2. That the Board of County Commissioners of Garfield County, Colorado, does hereby find and determine that: (a) There is sufficient existing and projected need for organized service in the area to be served by the proposed District; (b) The existing service in the area to be served by the proposed District is not adequate for present and projected needs; (c) The proposed special District is capable of providing economic and sufficient service to the area within its proposed boundaries; (d) The area to be included in the proposed District has and will have the financial ability to discharge the proposed indebtedness on a reasonable basis; (e) Adequate service is not, and will not be available to the area through the County of other exiting municipal or quasi -municipal corporations, including existing special districts, within a reasonable time or on a comparable basis; (f) The facility and service standards of the proposed District are compatible with the facility and service stand ards ofeach County within which the proposed special district is to be Iocated and each municipality which is an interested party lander Section 32-1- 204(1); (g) The proposal is in substantial compliance with a master plan adopted pursuant to Section 30-28-106, G.R.S.; (h) The proposal is in compliance with any duly adopted county, regional, or state long-range water quality management plan for the area; (i) The creation of the proposed special district will be in the best interest of the area proposed to be served. BOU.0891P'G1622 Dated this day of ��` �- , A.D. 19. ATTEST: Cle of the Board vote: GARFIELD COUNTY BOARD OF COMMISSIONERS, GARFIELD COUN"T"Y, COLORADO Chairman R Upon motion duly made and seconded the foregoing Resolution was adopted by the following Elmer (Buckey) Arbaney Aye Arnold L. Mackley , Aye Marian I. Smith , Aye STATE OF COLORADO ) )ss County of Garfield ) I, , County Clerk and ex -officio Clerk of the Board of County Commissioners, in and for the County and State aforesaid, do hereby certify that the annexed and foregoing Resolution is truly copied from the Records of the Proceeding of the Board of County Commissioners for said Garfield County, now in my office. IN WITNTSS WHEREOF, I have hereunto set my hand and affixed the sea] ofsaid County, at Glenwood Springs, this day of , A.D. 19 County Clerk and ex -officio Clerk of the Board of County Conirnissioners Roaring Fork Water & Sanitation District 5 Service Plan Amendment — SGM 96059A-92 May 2016 EXHIBIT C DISTRICT COURT APPROVAL OF NAME CHANGE n DISTRICT COURT, GARFIELD COUNTY, STATE OFCFLOFI�A'bo t Case No. 94 CV 29 1°; 1 _r_ ORDER GRANTING PETITION FOR NAME CHANGE In Re.- THE ORGANIZATION OF THE ASPEN GLEN WATER & SANITATION DISTRICT This matter came before the Court on Aspen Glen Water and Sanitation District's "Petition for Name Change". The Court being fully informed and advised in the premises, HEREBY ORDERS that the Aspen Glen Water and Sanitation District's name is changed and will be hereinafter known as the "Roaring Fork Water & Sanitation District". DONE this 11'1AGay of r istrict Judge um CER A'IFICATE OF MiULING I cers.i:y that a copy of Foreboi lz9 was mailed to all Counsel of Record This day of 19 qct' CO"-'181i'!ED COURT OF GARF)ELJ COUN 7Y GLS.NwOOJ SPRINGS, COLORADO Ceriifie9 • be o foil, :rue anc carred copy of dhe crir;n�i i r.� custo�y, _ r _ EXHIBIT C Roaring Fork Water & Sanitation District 5 Service Plan Amendment — SGM 96059A-92 May 2016 EXHIBIT D APPROVAL OF AMENDED SERVICE PLAN I1t�l 1tl�t 11111111111111111111 IN 580626 65/08/2001 02:22P 81251 P668 M ALSDORF 1 of 3 R 0.00 D 0.00 GARFIELD COUNTY CO STATE OF COLORADO ) }55. COUNTY OF GARFIELD ) At a regular meeting of the Board of County Commissioners for Garfield County, Colorado, held at the Courthouse in Glenwood Springs on Monday the 7th day of May, A.D., 2001 , there were present: John Martin Commissioner Chairman Lara McCown Commissioner Walt Stowe Commissioner Don DeFord County Attorney Mildred Alsdorf Clerk to the Board Ed Green County Manager when the following proceedings, among others were had and done, to -wit: RESOLUTION NO. 2001-28 RESOLUTION CONCERNED WITH THE APPROVAL OF THE AMENDED SERVICE PLAN FOR WASTE WATER AND WATER UTILITY SYSTEM FOR THE ROARING FORK WATER AND SANITATION DISTRICT, GARFIELD COUNTY, COLORADO WHEREAS, the Roaring Fork Water and Sanitation District., submitted a proposed amended service plan for the Roaring Fork Water and Sanitation District, Garfield County, Colorado, to the Clerk and Recorder of Garfield County, Colorado, ex -officio Clerk to the Garfield County Board of County Commissioners, for the Board's consideration in accordance with the Colorado Revised Statutes, §32-1-201 et. seq., the Colorado Special District Act and paid the required processing fee at that time; WHEREAS, the Garfield County Board of County Commissioners did cause notice of the date, time and place of the public hearing, required to be held before the Board of County Commissioners, on the service plan application, to be published. WHEREAS, an advertised public hearing was held before the Garfield County Board of County Commissioners on April 2, 2001 to consider the amended service plan application for the proposed Roaring Fork Water and Sanitation District, at which hearing the petitioner's representatives and the public were given the opportunity to present testimony concerning the proposed amended service plan. The testimony presented to the Board of County Commissioners, at the public hearing, was extensive and complete, WHEREAS, the Garfield County Board of County Commissioners does find that the amended service plan application as submitted for the Roaring Fork Water and Sanitation District is in substantial compliance with the requirements of C.R.S.§ 32-1-201 et. seq., as amended; q q,7 I INIII.-HIII 111111111111111111111111111 III 1111111111111 580626 05/08/2001 02:22P B1251 P669 M ALSDORF 2 of 3 R 0.00 D 0.00 GARFIELD COUNTY CO WHEREAS, the Garfield County Board of County Commissioners does find that satisfactory evidence has been presented that the proposed amended service plan for the waste water and water utility system for the Roaring Fork Water and Sanitation District, meets of the criteria for approval set forth at Section 32-1-203(2), C.R.S., as amended, and NOW, THEREFORE, BE 1T RESOLVED, that the amended service plan for waste water and water utility system for the Roaring Fork Water and Sanitation District, Garfield County, Colorado, as modified by the applicant's written revisions, is hereby approved. DATED this 7th day of May 2001. ATTEST: BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO A Clerk to,thb.Board Upon motion duly made and : vote: John Martin Aye Larry McCown _ ` Aye Walt Stowe Aye STATE OF COLORADO ) )ss. COUNTY OF GARFIELD ) I, , County Clerk and ex -officio, Clerk of the Board of County Commissioners in and for the County and State aforesaid do hereby certify that the annexed and foregoing Order is truly copied from the Records of the Proceedings of the Board of County Commissioners for said Garfield County, now in my office. 'I IHIII fiff 111111111111 ill 111111111111 III IIIA IIII IIII 580626 05/08/2001 02:22P B1251 P670 M ALSDORF 3 of 3 R 0.00 D 0.00 GARFIELD COUNTY CO IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said County, at Glenwood Springs, this day of A.D. 2001. County Clerk and ex -officio Clerk of the Board of County Commissioners Roaring Fork Water & Sanitation District May 2016 EXHIBIT E ORDER OF INCLUSION OF REAL PROPERTY RFWSD 5 Service Plan Amendment — SGM 96059A-92 9 DISTRICT COURT, GARFIELD COUNTY. STATE OF COLORADO CS Case No. 94CV29 �wz ORDER OF INCLUSION OF REAL PROPERTY �' w u -u In Re: THE ORGANIZATION OF THE ROARING FORK WATER & SANITATION DISTRICT m (formerly known as the Aspen Glen Water & Sanitation District) � m oma m This matter having come before the Court upon the Petition for Order of Inclusion of Real N property submitted by the Roaring Fork Water & Sanitation District, and the Court, having x considered said Petition and the Order for Inclusion entered by the Board of Directors of the Roaring �to Rr Fork Water & Sanitation District submitted therewith, and being otherwise fully advised in the =4n .4. premises. —tom IT IS HEREBY ORDERED: I . That the following described real property be, and the same hereby is, included within the Roaring Fork Water & Sanitation District: A PARCEL OF LAND SITUATE IN LOTS 12 AND 13. SECTION 28 AND IN LOTS 1.2,8.9.10,11.12.13 AND 19. SECTION 29. ALL IN TOWNSHIP 7 SOUTH. RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN. COUNTY OF GARFIELD. STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A FOUND B.L.M. ALUMINUM CAP IN PLACE FOR THE EAST 114 CORNER FOR SECTION 29. WHENCE A FOUND BRASS CAP L.S. 7734 IN PLACE FOR THE NORTHEAST CORNER FOR SAID SECTION 29 BEARS N 00 DEGREES 27' 5l' E A DISTANCE OF 2677.86 FEET. WITH ALL BEARINGS CONTAINED HEREIN BEING RELATIVE THERETO: THENCE N 00 DEGREES 27' 51' E ALONG THE EAST LINE OF SAID SECTION 29 A DISTANCE OF 154.77 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL DESCRIBED HEREIN: THENCE ALONG THE NORTH. EAST AND SOUTHERLY BOUNDARY OF A PARCEL. OF LAND DESCRIBED AS IN BOOK 918 AT PAGE 366 TO 367 OF THE RECORDS OF THE GARFIELD COUNTY CLERK AND RECORDER THE FOLLOWING 8 COURSES: 1) N 88 DEGREES 47' 11' W ALONG AN EXISTING FENCE LINE A DISTANCE OF 343.54 FEET: 2) S 03 DEGREES 08' 57' E ALONG AN EXISTING FENCE LINE A DISTANCE OF 287.7I FEET: 3) N 76 DEGREES 59' 21' E ALONG AN EXISTING FENCE LINE A DISTANCE OF 9.75 FEET: 4) S 03 DEGREES 51'05"W ALONG AN E,GSTING FENCE LINE A DISTANCE OF 130.73 FEET. 5) S 30 DEGREES 25' 57' E ALONG AN F—KISTING FENCE LINE A DISTANCE OF 75.33 FEET. Return to: Lawrence R. Green P.O. Drawer 790 Glemood Springs, CO 8164 �LL O m i Q c0.1 um mIL �d a �0) 0 CP to 0 m �N 0 N Si �N N �qw0: �m �L o In m 6) S 39 DEGREES 41' 10' E ALONG AN EXISTING FENCE LINE A DISTANCE OF 193.84 FEET. 7) S 31 DEGREES 14'48* E ALONG AN EXISTING FENCE LINE A DISTANCE OF 71.04 FEET. 8) S 23 DEGREES 21':5- E ALONG AN EXISTING FENCE LINE A DISTANCE OF 73.27 FEET: THENCE S 79 DEGREES 33' 53' E ALONG AN EXISTING FENCE LINE AND SOUTHERLY BOUNDARY OF A PARCEL OF LAND DESCRIBED AS PARCEL A IN BOOK 929 AT PAGE 158 TO 159 OF THE RECORDS OF SAID GARFIELD COUNTY CLERK AND RECORDER A DISTANCE OF 257.61 FEET TO THE END OF SAID FENCE LINE: THENCE CONTINUING ALONG SAID SOUTHERLY BOUNDARY S 79 DEGREES 33' 53' E A DISTANCE OF 71.00 FEET TO THE CENTERLINE OF THE CRYSTAL RIVER, THENCE ALONG THE CENTERLINE OF SAID CRYSTAL RIVER THE FOLLOWING 4 COURSES: I) S 10 DEGREES 45'00- E A DISTANCE OF 262.02 FEET; 2) S 12 DEGREES 30'00' E A DISTANCE OF 168.00 FEET; 3) S 26 DEGREES 00' 00' E A DISTANCE OF 2I9.00 FEET: 4) S 41 DEGREES 33'02' E A DISTANCE OF 206.26 FEET TO A POINT ON THE EAST LINE OF LOT 13 OF SECTION 28: THENCE S 01 DEGREES 00° 52" W ALONG THE EAST LINE OF SAID LOT 13 (SAID EAST LINE ALSO BEING THE COMMON BOUNDARY LINE AS AGREED UPON BY UNION OIL COMPANY OF CALIFORNIA AND JOHN K & BARBARA M. SNOBBLE. SAID AGREEMENT BEING RECORDED IN BOOK 933 AT PAGE 836 TO 838 OF THE RECORDS OF SAID GARFIELD COUNTY CLERIC AND RECORDER) A DISTANCE OF 909.31 FEET TO THE SOUTHEAST CORNER OF SAID LOT 13: THENCE ALONG A COMMON BOUNDARY LINE AGREED UPON BY [INION OIL COMPANY OF CALIFORNIA AND THE CRYSTAL RIVER RANCH (SAID AGREEMENT BEING RECORDED IN BOOK 912 AT PAGE 785 TO 789 OF THE RECORDS OF SAID GARFIELD COUNTY CLERK AND RECORDER) THE FOLLOWING 20 COURSES: 1) N 89 DEGREES 04' 09` W ALONG THE SOUTH LINE OF SAID LOT 13 A DISTANCE OF 563.29 FEET TO THE SOUTHWEST CORNER OF SAID LOT 13: 2) S 89 DEGREES 58'42"W ALONG THE SOUTH LINE OF LOT 19. SECTION 29 A DISTANCE OF 159.34 FEET TO A POINT ON AN EXISTING FENCE LINE: 3) N 70 DEGREES 04' 19" W ALONG AN EXISTING FENCE LINE A DISTANCE OF 409.84 FEET: 4) N 70 DEGREES 07' 10" W ALONG AN EXISTING FENCE LINE A DISTANCE OF 354.35 FEET. 5) N 69 DEGREES 32'49'W ALONG AN EXISTING FENCE LINE A DISTANCE OF 188.80 FEET: 6) S 28 DEGREES 47' 45" W ALONG AN EXISTING FENCE LINE A DISTANCE OF 306.75 FEET: 7) S 29 DEGREES 02' 13" W ALONG AN EXISTING FENCE LINE A DISTANCE OF 66.15 FEET TO A POINT ON THE SOUTH LINE OF SAID LOT 19: 8) S 89 DEGREES 58' 42" W ALONG THE SOUTH LINE OF SAID LOT 19 A DISTANCE OF 295.33 FEET TO A POINT ON AN EXISTING FENCE LINE, 9) N I1 DEGREES 04'00' E ALONG AN EXISTING FENCE LINE A DISTANCE OF 309.81 FEET; 10) N 13 DEGREES 46' 33' W ALONG AN EXISTING FENCE LINE A DISTANCE OF 305.85 FEET: District Court, Garfield County Case No. 94CY29 Order of Inclusion of Real Property Roaring Fork Water & Sanitation District Page 2 of 4 I1} N 54 DEGREES 09' 32" W ALONG AN EXISTING FENCE UNE A DISTANCE OF 258.77 FEET; and 12) N 66 DEGREES 16' 50" W ALONG AN EXISTING FENCE LINE A DISTANCE OF 3 i FEET; 98.62 13) N 45 DEGREES 17'45- W ALONG AN EXISTING tea. ca FEET; FENCE LINE A DISTANCE OF 213.59 �V4 w 14) N 45 DEGREES 20' 59" W A DISTANCE OF 217.78 FEET TO A POINT ON AN EXISTING FENCE LINE: �cn 15) N 45 DEGREES 04' 44" W ALONG AN EXISTING FENCE LINE V)FEET: A DISTANCE OF 451.97 divto16) N 71 DEGREES 47° 15' WALONG AN FEE-; EXISTING FENCE LINE A DISTANCE OF 27$.62 17) N 44 DEGREES 16' 50" W ALONG AN FEET: EXISTING FENCE LINE A DISTANCE OF 273.66 c` CM 18) N 39 DEGREES 08'00" W ALONG AN EXISTING ®� FEET i 6 m i -6i— T ON THE WEST LINE OF LOT 13 OF SAIDSECTION 29ANC£ OF 326.72 ■mow 19) N 00 DEGREES 31' 38' is ALONG THE WEST LINE OF SAID LOT 13 A DISTANCE OF I,. 310. 11 FEET TO THE SOUTHWEST CORNER OF LOT 8 OF SAID SECTION 29: M 20) N 02 DEGREES 03' 17" E ALONG THE WEST LINE OF SAID OT 8 A DISTANCE OF 1167.25 FEET TO THE SOUTHWEST CORNER OF A PARCEL 0 LLAND S DESCRIBED IN BOO 449 AT PAGE 571 OF THE RECORDS OF SAID GAR K THENCE N 89 DEGREES 30'03' £ALONG THIS SOUTH�� COUNTY CLERK AND RECORDER: LAND A DISTANCE OF 151.19 FEET TO THE SOUTHEAST BOUNDARY LINE OF SAID PARCEL OF EA THENCE N T 30 DEGREES 20' 00" £ALONG THE EAS ST CORNER OF SAID PARCEL OF LAND; OF LAND A DISTANCE OF 357.79 FEET TD THE C NERI.Y BOUNDARY LINE OF SAID PARCEL THENCE ALONG THE CENTERLINE OF SAID ROARINGERIINE OF THE ROARING FORK RIVER; COURSES. FORK RIVER THE FOLLOWING 15 1) S 22 DEGREES 57' 15" E A DISTANCE OF 214.22 FEET: 2) S 48 DEGREES 00' 46" E A DISTANCE OF 403.61 FEET: 3) N 70 DEGREES 0I' 01' E A DISTANCE OF 292.62 FEET; 4) N 43 DEGREES 09' 09" E A DISTANCE OF 219.32 FEET; 5) N 30 DEGREES 15' 23' E A DISTANCE OF 347.31 FEET. 6) N 39 DEGREES 33' 35" E A DISTANCE OF 298.33 FEET. 7) N 55 DEGREES 14' 39" E A DISTANCE OF 298.20 FEET; 8) N 73 DEGREES 08' 07' E A DISTANCE OF 265.41 FEET; 9) S 84 DEGREES 57' 03" E A DISTANCE OF 249.97 FEET, 10) S 57 DEGREES 59' 41' E A DISTANCE OF 235.85 FEET; 11) S 47 DEGREES 45' 29" E A DISTANCE OF 256.33 FEET, 1.2) S 39 DEGREES 49' 03' E A DISTANCE OF 418.28 FEET; 13) S 29 DEGREES 05'00" E A DISTANCE OF 293.00 FEET; 14) S 36 DEGREES 34' 00" E A DISTANCE OF 330.00 FEET; IS) S 41 DEGREES 30' 00` )r A DISTANCE OF � OF S1=CT10N 29: THENCE S 00 DEGREES 27' �.� FEET TO A POINT ON THE EAST LINE SECTION 29 A DISTANCE OF 623.64 FEET TO THE OOT OF BEGINNING THE EAST G. OF SAID COUNTY OF GARFIELD STATE OF COLORADO District Court, Garfield COUnry Case No. 94C1,?9 Order of Inclusion of Real Property Roaring Park I'Vater & Sanitation District Page 3 of 4 LL - 2. From and after the date hereof; this Inclusion Order shall have the effect set forth in -j,4 C.R.S. 32-1-402, and other applicable law. cs c+ '. 3. The Petitioner is hereby directed to record a copy of the within Order in the real .ram. property records of Garfield County, Colorado, and to provide notice and certified copies of the �^ J within Order to the Garfield County Clerk and Recorder, the Garfield County Assessor, and the im " Division of Local Government in the Department of Local Affairs as required by applicable law. a. cc � CO DONE in Open Court this '2107- day of F£��� , 2QQ0. N m ,tet BY THE COURT: m M in � W RV District Judge rV3 �in a _1 CERTIFICATE OF MAILING I Certify that a copy of Foregoing was mailed to all �I Counsel of Record Thisi t day of l t{ w j2 itU j L�ONI3INE.7 COURT r1 �� y'!�,"}, uN, GLEa,JWOOD SR�*N. 3 +Certified to be a fuii pAnd,:Correct cdponhe longi 1 na! to District Court, Garfield County �'`- = i]ated Case No. 94CV29 ` Order of Inclusion oj'Reol Property Roaring Fork Water d Sanitation District Page 4 of 4 ,``•r• I_ J C� Roaring Fork Water & Sanitation District May 2016 EXHIBIT F ORDER OF INCLUSION OF REAL PROPERTY IRON BRIDGE 5 Service Plan Amendment — SGM 96059A-92 10 [This page was left blank intentionally.] 111111111111111111 IN 11111111111111111111111111111 623587 03/25/2003 04:42P 81450 P673 M ALSDORF 1 of 6 R 31.00 D 0.00 GARFIELD COUNTY CO DISTRICT COURT, GARFIELD COUNTY, COLORADO Court Address: Garfield County Courthouse 109 8th Street, Suite 104 Glenwood Springs, CO 81601 Ph: (970) 945-3862 In Re: THE ORGANIZATION OF THE ROARING FORK WATER & SANITATION DISTRICT A COURT USE ONLY A Lawrence R. Green, Esq., Atty. RegA 8992 Balcomb & Green, P.C. Case No.: 94CV29 P.O. Drawer 790 Div.: Ctrm.: Glenwood Springs, CO 81602 Phone Number: (970) 945-6546 Fax Number: (970) 945-9769 E-mail: Ian-y@balcombgreen.com ORDER OF INCLUSION OF REAL PROPERTY This matter having come before the Court upon the Petition for Order of Inclusion of Real Property submitted by the Roaring Fork Water & Sanitation District, and the Court, having considered said Petition and the Order of Inclusion entered by the Board of Directors of the Roaring Fork Water & Sanitation District submitted therewith, and being otherwise fully advised in the premises: IT IS HEREBY ORDERED: 1. That the following described real property be, and the same hereby is, included within the Roaring Fork Water & Sanitation District: A PARCEL OF LAND SITUATED IN LOTS 4, 5,10,11, 12, 13,15,16, 17, 22, 23, 24, 28, 29, 30 AND 34 OF SECTION 1 AND LOTS 2, 3, 4, 7, 8, 9, 12, 13, 15, 16 OF SECTION 12, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO; SAID PARCEL OF LAND BEING MORE PARTICULARLY AS DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 1, A 1958 BLM BRASS CAP IN PLACE; THENCE S 5622'41" E 518.09 FEET TO A POINT ON THE SOUTHERLY LINE OF THAT PROPERTY DESCRIBED IN BOOK 590 111111111111111111111111111 IN 1111111111111111111111111111 623587 03/25/2003 04:42P 81450 P674 M ALSDORF 2 of 6 R 31.00 D 0.00 GARFIELD COUNTY CO District Court, Garfield County Case No. 94CV29 Order oflnclusion of Real Property Roaring Fork Water & Sanitation District Page 2 of 6 AT PAGE 955 OF THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE, THE TRUE POINT OF BEGINNING; THENCE S 59°20'23" E ALONG THE SOUTHERLY LINE OF SAID BOOK 590 AT PAGE 955, A DISTANCE OF 208.21 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY LINE S 63°47'19" E 60.78 FEET TO A REBAR AND CAP L.S. #17488 IN PLACE; THENCE CONTINUING ALONG SAID SOUTHERLY LINES 63'47'23 " E 334.00 FEET TO A REBAR AND CAP L.S. #17488 IN PLACE; THENCE CONTINUING ALONG SAID SOUTHERLY LINE S 63°47'20" E 334.00 FEET TO THE SOUTHEAST CORNER OF SAID BOOK 590 AT PAGE 955, A REBAR AND CAP L.S. #17488 IN PLACE; THENCE N 37'11'37 E ALONG THE EASTERLY LINE OF SAID BOOK 590 AT PAGE 955, 298.51 FEET TO A POINT ON THE CENTERLINE OF THE ROARING FORK RIVER; THENCE THE FOLLOWING FIVE (5) COURSES ALONG THE CENTERLINE OF SAID RIVER: 1. S 64°20'33" E 539.13 FEET 2. S 69°24'54" E 523.30 FEET 3. S 61 °41'54" E 147.51 FEET 4. S 34'19'54" E 646.80 FEET 5. S 2954'54" E 516.97 FEET TO A POINT ON THE EASTERLY LINE OF LOT 17 OF SAID SECTION 1; THENCE LEAVING SAID CENTERLINE S 00°42'38" E ALONG THE EASTERLY LINE OF LOTS 17, 22 AND 29, A DISTANCE OF 2140.70 FEET; THENCE LEAVING SAID EASTERLY LINE N 89°15'45" E 43.14 FEET TO THE NORTHWEST CORNER OF THAT PROPERTY DESCRIBED IN BOOK 511 AT PAGE 103 OF THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE; THENCE THE FOLLOWING SIX (6) COURSES ALONG THE WESTERLY LINE OF SAID PROPERTY: 1. S 41°07'10" E 559.76 FEET 2. S 47°56'39" E 519.80 FEET 3. S 47'16'43" E 466.70 FEET 4. S 34"28'09" E 123.72 FEET 5. S 04"45'38" E 390.41 FEET 6. S 08°01'51" W 130.25 FEET TO THE SOUTHWEST CORNER OF SAID PROPERTY; THENCE N 67°25'06" E ALONG THE SOUTHERLY LINE OF SAID PROPERTY 211.00 FEET TO A POINT ON THE EASTERLY LINE OF LOT 9 OF SAID SECTION 12; THENCE S 00°22'11" E ALONG SAID EASTERLY LINE 606.90 FEET TO THE SOUTHEAST CORNER OF SAID LOT 9, A REBAR AND ALUMINUM CAP, LS #22580, IN PLACE; THENCE S 03'11'58 " W ALONG THE EASTERLY LINE OF LOT 12 OF SAID SECTION 12 741.05 FEET TO THE SOUTHEAST CORNER OF SAID LOT 12, A REBAR AND ALUMINUM CAP IN 11111111111111111111111111111111111111111111111111111111111111 623587 03/25/2003 04:42P B1450 P675 M ALSDORF 3 of 6 R 31.00 D 0.00 GARFIELD COUNTY CO District Court, Garfield County Case No. 94C V29 Order of Inclusion of Real Property Roaring Fork Water & Sanitation District Page 3 of 6 PLACE; THENCE S 00°06'02" E ALONG THE EASTERLY LINE OF LOT 16 OF SAID SECTION 12 555.52 FEET TO THE SOUTHEAST CORNER OF SAID LOT 16, A REBAR AND ALUMINUM CAP IN PLACE, SAID POINT ALSO BEING THE NORTHEAST CORNER OF TELLER SPRINGS SUBDIVISION; THENCE S 89°59'08" W ALONG THE NORTHERLY LINE OF SAID TELLER SPRINGS SUBDIVISION 220.61 FEET TO THE SOUTHEAST CORNER OF PARCEL C OF RECEPTION NO. 444311 OF THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE; THENCE LEAVING SAID NORTHERLY LINE N 12°57'48" W ALONG THE EASTERLY LINE OF SAID RECEPTION NO. 444311 169.14 FEET; THENCE N 87'58'25" W ALONG THE NORTHERLY LINE OF SAID PARCEL C 324.74 FEET; THENCE ALONG THE WESTERLY LINE OF SAID PARCEL C ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 582.29 FEET AND A CENTRAL ANGLE OF 17°52'51 ", A DISTANCE OF 181.72 FEET (CHORD BEARS S 13'29'05 " E 180.98 FEET) TO A POINT ON THE NORTHERLY LINE OF SAID TELLER SPRINGS SUBDIVISION; THENCE S 89°52'26" W ALONG SAID NORTHERLY LINE 174.01 FEET TO THE NORTHWEST CORNER OF THE TELLER SPRINGS OPEN SPACE; THENCE LEAVING SAID NORTHERLY LINE S 21'55'10" W ALONG THE WESTERLY LINE OF SAID OPEN SPACE 53.97 FEET TO THE NORTHEAST CORNER OF LOT 5 OF SAID TELLER SPRINGS SUBDIVISION AS SHOWN ON THE AMENDED PLAT THEREOF; THENCE S 89°59'08" W ALONG THE NORTHERLY LINE OF SAID LOT 5 165.35 FEET; THENCE CONTINUING ALONG SAID NORTHERLY LINEN 45 °01'42" W28.27 FEET; THENCE CONTINUING ALONG SAID NORTHERLY LINEN 89'59'08" W 855.53 FEET TO THE NORTHWEST CORNER OF SAID LOT 5, SAID POINT ALSO BEING ON THE EASTERLY RIGHT-OF-WAY OF COUNTY ROAD NO. 109; THENCE THE FOLLOWING TWENTY-THREE (23) COURSES ALONG SAID EASTERLY RIGHT-OF-WAY: 1. N 13"15'08" E 30.84 FEET 2. N 13"40'41" E 86.97 FEET 3. N 14°26'34" E 8.37 FEET 4. ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 263.67 FEET AND A CENTRAL ANGLE OF 22'42'13 ", A DISTANCE OF 104.48 FEET (CHORD BEARS N 03°05'28" E 103.80 FEET) 5. N 08°15'39" W 721.97 FEET 6. N 09°37'30" W 215.26 FEET 7. N 09°32'11" W 716.14 FEET 111111111111111111111111111111111111111111111111111 IN 623587 03/25/2003 04:42P 81450 P676 M ALSDORF 4 of 6 R 31.00 D 0.00 GARFIELD COUNTY CO District Court, Garfield County Case No. 94CV29 Order oflnclusion of Real Property Roaring Fork Water & Sanitation District Page 4 of 6 8. N 0924'35" W 1739.93 FEET 9. ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1870.00 FEET AND A CENTRAL ANGLE OF 05°38'57", A DISTANCE OF 184.38 FEET (CHORD BEARS N 06°35'06" W 184.30 FEET) 10. N 03°45'38" W 70.62 FEET 11. ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 1155.00 FEET AND A CENTRAL ANGLE OF 08°59'23", A DISTANCE OF 181.22 FEET (CHORD BEARS N 08 -15'19" W 181.03 FEET) 12. N 12°45'01" W 250.30 FEET 13. ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 518.09 FEET AND A CENTRAL ANGLE OF 35"11'37", A DISTANCE OF 318.23 FEET (CHORD BEARS N 30°20'49" W 313.26 FEET) 14. N 47°56'38" W 239.80 FEET 15. ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1520.00 FEET AND A CENTRAL ANGLE OF 14°05'17", A DISTANCE OF 373.74 FEET (CHORD BEARS N 40°53'59" W 372.80 FEET) 16. N 33°51'20" W 485.97 FEET 17. ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 620.00 FEET AND A CENTRAL ANGLE OF 19°38'05", A DISTANCE OF 212.47 FEET (CHORD BEARS N 43 °40'23" W 211.43 FEET) 18. N 53'29'25" W 511.09 FEET 19. ALONG THE ARC OF A CURVE TO THE RIGHT HAVING_ A RADIUS OF 470.00 FEET AND A CENTRAL ANGLE OF 34°45'42", A DISTANCE OF 285.15 FEET (CHORD BEARS N 36°06'34" W 280.80 FEET) 20. N 18"43'43" W 773.97 FEET 21. ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 620.00 FEET AND A CENTRAL ANGLE OF 30°05'19", A DISTANCE OF 325.59 FEET (CHORD BEARS N 03-41'04" W 321.86 FEET) 22. N 11'2 P3 6 " E 171.27 FEET 23. ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 380.00 FEET, A CENTRAL ANGLE OF 02°00'46" AND A DISTANCE OF 13.35 FEET (CHORD BEARS N 10°21'13" E 13.35 FEET) TO A POINT ON THE SOUTHERLY LINE OF RIVER RIDGE P.U.D.; THENCE LEAVING SAID EASTERLY RIGHT-OF-WAY N 19"24'30" E ALONG SAID SOUTHERLY LINE 83.25 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY LINE S 65°25'04" E 20.16 FEET TO THE TRUE POINT OF BEGINNING; SAID PARCEL CONTAINING 274.291 ACRES, MORE OR LESS. 111111111111111111 IN IN 111111111 INK 11111111 IN ilii 623587 03/25/2003 04:42P B1450 P677 M ALSDORF 5 of 6 R 31.00 D 0.00 GARFIELD COUNTY CO District Court, Garfield County Case No. 94C V29 Order oflnclusion of Real Property Roaring Fork Water & Sanitation District Page 5 of 6 TOGETHER WITH A PARCEL OF LAND SITUATED IN LOTS 23 AND 28 OF SECTION 1 AND LOTS 4, 5, 6, 7, 14, THE NW1/4NW1/4 AND THE SWI/4NW1/4 OF SECTION 12, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO; SAID PARCEL OF LAND BEING MORE PARTICULARLY AS DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 1, A BLM BRASS CAP IN PLACE, THE TRUE POINT OF BEGINNING; THENCE S 88"08'24" E ALONG THE NORTHERLY LINE OF THE NW 1/4NW 1/4 AND LOT 5 OF SAID SECTION 12 1925.15 FEET; THENCE LEAVING SAID NORTHERLY LINES 01 `19'06" W 100.00 FEET; THENCE S 88'08'24"E 150.00 FEET; THENCE N 00°03'38" E 200.10 FEET; THENCE N 8808'24" W 100.15 FEET TO A POINT ON THE WESTERLY LINE OF LOT 28 OF SAID SECTION 1; THENCE N 01 ° 16'57" W ALONG THE WESTERLY LINE OF LOTS 28 AND 23 OF SAID SECTION 1 1061.60 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY OF COUNTY ROAD 109; THENCE LEAVING THE WESTERLY LINE OF SAID LOT 23 THE FOLLOWING SEVEN (7) COURSES ALONG THE WESTERLY RIGHT-OF-WAY OF SAID COUNTY ROAD 109: 1. ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 458.09 FEET AND A CENTRAL ANGLE OF 36'07'56", A DISTANCE OF 288.88 FEET (CHORD BEARS S 30°48'59" E 284.12 FEET) 2. S 12°45'01" E 247.15 FEET 3. ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1095.00 FEET AND A CENTRAL ANGLE OF 08°59123", A DISTANCE OF 171.80 FEET (CHORD BEARS S 08°15'19" E 171.63 FEET) 4. S 03°45'38" E 70.62 FEET 5. ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 1930.00 FEET AND A CENTRAL ANGLE OF 05°38'57", A DISTANCE OF 190.29 FEET (CHORD BEARS S 06"35'06" E 190.21 FEET) 6. S 09°24'35" E 1739.96 FEET 7. S 09°32'11" E 545.09 FEET (TO A POINT WHENCE AN ONE INCH IRON PIPE BEARS S 80°39'46" W 15.01 FEET); THENCE LEAVING SAID WESTERLY RIGHT-OF-WAY S 80°39'46" W ALONG THE NORTHERLY LINE EXTENDED AND THE NORTHERLY LINE OF RECEPTION NO. 402764 156.56 FEET TO AN ONE INCH IRON PIPE IN PLACE; THENCE CONTINUING ALONG SAID NORTHERLY LINE S 46°49'46" W 319.59 FEET TO THE NORTHWEST CORNER OF SAID RECEPTION NO. 402764, A REBAR AND CAP IN PLACE; THENCE S Case No. 94CV29 I IIIIII "III "III' Ilii "V'II'I' IIIIIII II Order oflnclusion of Real Property I VIII Iill III P.oaring Fork Water & Sanitation District 623587 03/25/2003 04:42P B1450 P678 M ALSDORF Page 6 of 6 6 of 6 R 31.00 D 0.00 GARFIELD COUNTY CO 08'30'14" E ALONG THE WESTERLY LINE OF SAID RECEPTION NO. 402764 AND RECEPTION NO. 418590, 302.72 FEET TO THE SOUTHWEST CORNER OF SAID RECEPTION NO. 418590; THENCE S 80°45'44" W ALONG THE NORTHERLY LINE OF RECEPTION NO. 397182, 177.17 FEET TO THE NORTHWEST CORNER OF SAID RECEPTION NO. 397182; THENCE S 17°25'15" W ALONG THE WESTERLY LINE OF RECEPTION NO. 397182 AND RECEPTION NO. 411767, 741.91 FEET TO THE NORTHWEST CORNER OF LOT 21 OF SAID SECTION 12, ALSO BEING THE NORTHWEST CORNER OF TELLER SPRINGS SUBDIVISION; THENCE S 00°00'34" W ALONG THE WESTERLY LINE OF SAID TELLER SPRINGS SUBDIVISION AND THE EASTERLY LINE OF LOT 14 OF SAID SECTION 12 768.25 FEET TO THE SOUTHEAST CORNER OF SAID LOT 14; THENCE LEAVING THE WESTERLY LINE OF TELLER SPRINGS SUBDIVISION S 89°00'59" W ALONG THE SOUTHERLY LINE OF SAID LOT 14 468.99 FEET TO THE SOUTHWEST CORNER OF SAID LOT 14; THENCE N 00°22'13" E ALONG THE WESTERLY LINE OF SAID LOT 14 1378.08 FEET TO THE NORTHWEST CORNER OF SAID LOT 14; THENCE N 89'07'53 " W ALONG THE SOUTHERLY LINE OF THE S W 1 /4NW 1 /4 OF SAID SECTION 12 1347.91 FEET TO THE WEST QUARTER CORNER OF SAID SECTION 12, AN ALUMINUM CAP IN PLACE; THENCE N 00"33'14" W ALONG THE WESTERLY LINE OF SAID SECTION 12 2728.80 FEET TO THE TRUE POINT OF BEGINNING SAID PARCEL OF LAND CONTAINING 166.038 ACRES, MORE OR LESS. 2. From and after the date hereof, this Inclusion order shall have the effect set forth in C.R.S. 32-1-402, and other applicable law. 3. The Petitioner is hereby directed to record a copy of the within Order in the real property records.of Garfield County, Colorado, and to provide notice and certified copies of the within Order to the Garfield County Clerk and Recorder, the Garfield County Assessor, and the Division of Local Government in the Department of Local Affairs as required by applicable law. -DO in-Opon. C day of , 2003. BY THE COURT: District Judge COMBINED COURT OF GARFIELD COUNTY GLENWOOD SPRINGS, COLORADO Certified to be a full, tri - end correct copy of the original in my custody. Dated 1- '2's - 4 3 MES BBQFW ._Clerk Env Deputy Roaring Fork Water & Sanitation District May 2016 EXHIBIT G MAP OF CURRENT AND EXPANDED SERVICE AREA 5 Service Plan Amendment — SGM 96059A-92 11 [This page was left blank intentionally.] L'. ti h an 1� [This page was left blank intentionally.] Roaring Fork Water & Sanitation District May 2016 EXHIBIT H RFWSD AND RE -1 PRE -INCLUSION AGREEMENT 5 Service Plan Amendment — SGM 96059A-92 12 [This page was left blank intentionally.] ■111PAlI q?VA11.1Vh C*,A 11111 Reception#:874165 02/29/2016 1026.22 RM Jean Rlberico 1 of.18 Rec Fee:$96 00 Doc Fee -0 00 GARFIELD COUNTY CO ROARING FORK WATER & SANITATION DISTRICT ROARING FORK RE -1 SCHOOL DISTRICT PRE -INCLUSION AGREEMENT This Pre -Inclusion Agreement ("Agreement") is made and entered into as of the last date written below, by and between the Roaring Fork Water & Sanitation District RFWSD, a Colorado special district ("RFWSD"), and the Roaring Fork RE -1 School District ("REA"), herein referred to as the "Parties." RECITALS A. The RFWSD is a Colorado special district, organized and operating under authority of C.R.S. §§ 32-1-101 et seq., and the RFWSD's Service Plan ordered and decreed by the Garfield County District Court in Case No. 94CV29, as amended by the Service Plan Amendment dated December 2000, and approved by the Board of County Commissioners for Garfield County on May 7, 2001, under Resolution No. 2001-28 (collectively, the "Service Plan") and the RFWSD's Rules and Regulations promulgated thereunder, for the purpose of providing water and sewer service in Garfield County, Colorado. B. RE -1 is the owner and developer of that real property located in Garfield County, Colorado, more particularly described and depicted in Exhibit A attached hereto and incorporated herein by this reference ("RE -1 Property"), which real property RE -1 desires to have included within the RFWSD's boundaries in order to receive water and sewer service from the RFWSD. C. The RFWSD has determined that the RE -1 Property constitutes "[r]eal property capable of being served by the facilities of the RFWSD ..." as that phrase is used in C.R.S. § 32-1-401, for purposes of the inclusion of real property within a special district. D. RE -1 desires to receive potable water service from the RFWSD for indoor use in up to two 78,000 square feet schools with up to 550 students and staff for each school to be located on the RE -1 Property ("Project"). In this regard, RE -1 will file an application for a water allotment contract with the Basalt Water Conservancy District (`BWCD") to allow diversions from the Aspen Glen and Coryell Wells owned by the RFWSD and used for uses within the two schools to be augmented pursuant to the BWCD's plan for augmentation decreed in Case No. 02CW077. The amount of water to be contracted for by RE -1 shall be sufficient to offset the water demand represented by the two schools, measured in equivalent residential units (EQRs). The number of EQRs will be determined prior to connection to the RFWSD system based on the RFWSD's Rules and Regulations then in effect and subject to plumbing plans and specifications, which amount shall not exceed 80 EQRs. It is contemplated that RE -1 and the RFWSD will enter into a separate agreement for the provision of potable water for outside irrigation uses Upon inclusion of the RE -1 Property within the RFWSD, RE -1 shall convey to the RFWSD the water rights and plan for augmentation necessary to serve the proposed 4 11). mill ���P�I+e�r'�L 'i NUAVA.&YAJFiWtAiRfL ,1I III Reception#: 874165 02/29/2016 10:26:22 AM Jean Alberico 2'of 18 Rec Fee $96.00 Doc Fee:0.00 GARFIELD COUNTY CO development and assign its rights under the BWCD contract, in order to allow the RFWSD the legal ability to provide water service hereunder. E. RE -1 desires to receive sanitary sewer and wastewater treatment from the RFWSD upon the terms set forth herein. The number of EQRs of sanitary sewer service capacity to be provided by the RFWSD will be determined prior to connection to the RFWSD system based on the RFWSD's Rules and Regulations then in effect and subject to plumbing plans and specifications, which amount shall not exceed 80 EQRs. F. Requirements and procedures for the inclusion of RE -1 Property into the RFWSD are set forth in C.R.S. §§ 32-1-401 et seq. and the RFWSD's Service Plan, which will be amended as provided hereunder to include the RE -1 Property and surrounding properties. Pursuant to C.R.S. § 32-1-402(1)(c), agreements may be entered into "[b]etween a board and the owners of property sought to be included in a special district with respect to fees, charges, terms and conditions on which such property may be included." G. The RFWSD is authorized by C.R.S. §§ 32-1-1001(1)(d) and 31-35-402(1)(f) to require reimbursement of its out-of-pocket costs in providing services to the RFWSD's customers, including but not limited to, sewer and water connections, inclusions to the RFWSD and planning, design, and review of line extensions. H. Inclusion of the RE -1 Property within the RFWSD and the provision thereafter of domestic water service and sewer service by the RFWSD upon the terms, conditions and provisions of this Agreement is consistent with and satisfies all requirements under the RFWSD's Service Plan, including but not limited to all policies relevant to the provision of water service to the Regional Service Area as defined therein and all applicable Rules and Regulations promulgated by the RFWSD thereunder. The RFWSD is or will be ready, willing and able to provide water and sewer service when needed to the RE -1 Property, on the terms set forth in this Agreement, and pursuant to its authority, its Service Plan, and its regulations and policies. AGREEMENT Service Plan Amendment 1.1 Service Plan Amendment. The RE -1 Property is currently located outside of the RFWSD's Service Area and Expanded Service Area as those terms are defined in the Roaring Fork Water and Sanitation District Service Plan Amendment dated December, 2000. Within 28 days of execution of this Agreement, the RFWSD shall commence preparation of a subsequent amendment to expand its potential service area to include the RE -1 Property and adjacent properties as depicted on Exhibit B (the "Surrounding Properties"). The parties anticipate that the Service Plan Amendment shall be submitted to the Garfield County Board of County Commissioners no later than June 1, 2016. 2 ■III��a�1��K�r���i+a I�i����'d�;����l���ll�,��, 11111 Reception#: 874165 02!2912016 10:26:22RM Jean Rlberico 3 of 18 Rec Fee:$96.00 Doc Fee:0.00 GARFIELD COUNTY CO 1.2 Reimbursement of RFWSD Costs. RE -1 shall reimburse the RFWSD for all actual costs incurred by the RFWSD relating to the preparation of the Service Plan Amendment, including all engineering, reasonable legal fees, inspection, filing or recording fees and related expenses, on receipt of itemized billings for those services from the RFWSD. All such amounts shall be due within sixty (60) days of the date of the bill, with interest on any overdue amounts to be assessed at one percent (1%) per month. In the event the RFWSD is forced to pursue collection of any amounts due and unpaid under this provision, it shall be entitled to collect attorney fees, filing and lien recording fees incurred in such collection effort in addition to the unpaid amounts due, plus interest. 2 Inclusion of RE -1 Property 2.1 Inclusion of RE -1 Property within the RFWSD. Before connection of the RE -1 Property to the RFWSD infrastructure, RE -1 shall file with the RFWSD pursuant to C.R.S. § 32- 1-401 a petition to include the RE -1 Property within the boundaries of the RFWSD. The petition for inclusion shall encompass the entire RE -1 Property. Upon the RFWSD's receipt of the petition for inclusion, the RFWSD shall perform all necessary steps required by law to include the RE -1 Property within the boundaries of the RFWSD including, but not limited to, the holding of public meetings, and, if the petition is granted, obtaining an order of inclusion from the Garfield County District Court and filing and recording said order with the Garfield County Clerk and Recorder, the Garfield County Assessor and the state of Colorado Division of Local Government. Said filings shall be complete before connection of the RE -1 Property. If despite good faith efforts the RFWSD is unable to obtain the order or orders of inclusion or if said order or orders fail in any material respect to comply with the terms, provisions and conditions set forth in this Agreement, then the Parties shall in good faith negotiate to amend this Agreement or otherwise cure any defects that caused the failure to obtain the inclusion. If the Parties are unable to reach such agreement, then this Agreement shall terminate. Provided, however, that the provisions in the following Paragraph 2.2 shall survive such termination. 2.2 Reimbursement of RFWSD Costs. RE -1 shall reimburse the RFWSD for all actual costs incurred by the RFWSD relating to the inclusion of the RE -1 Property within the boundaries of the RFWSD, including all engineering, reasonable legal fees, inspection, filing or recording fees and related expenses, on receipt of itemized billings for those services from the RFWSD. All such amounts shall be due within sixty (60) days of the date of the bill, with interest on any overdue amounts to be assessed at one percent (1 %) per month. In the event the RFWSD is forced to pursue collection of any amounts due and unpaid under this provision, it shall be entitled to collect attorney fees, filing and lien recording fees incurred in such collection effort in addition to the unpaid amounts due, plus interest. 2.3 RFWSD Charges. Upon the effective date of inclusion of the RE -1 Property within the boundaries of the RFWSD, the RE -1 Property shall be subject to the provisions of C.R.S. § 32-1-402, including without limitation all of the charges imposed by the RFWSD, and parties receiving water and sewer service shall be liable for their proportionate share of the ■III !!!��IL ��ki :�li��� ��tl.i����r �dy' dl���. �e I ��������� Ylrr� ■III i Reception#: 874165 02/29/2016 10:26:22 AM Jean Alberico 4 of 18 Rec Fee $96 00 Doc Fee.0.00 GARFIELD COUNTY CO annual operation and maintenance charges and the cost of the facilities of the RFWSD. The RFWSD shall charge any and all service billings or charges, as the same are defined under the RFWSD's Service Plan and Rules and Regulations, against the RE -1 Property on the same terms and conditions as other property within the RFWSD, and as detennined by the RFWSD's Rules and Regulations then in effect, reserving to the RFWSD the right to put all or various portions of the RE -1 Property into service areas as provided in C.R.S. 32-1-1006. 2.4 RFWSD Service. Upon the effective date of inclusion of the RE -1 Property within the boundaries of the RFWSD, the RFWSD shall make available and shall agree to serve the RE -1 Property as requested domestic water and sewer service, subject to the terms, provisions and conditions set forth in this Agreement, the RFWSD's Service Plan, and Rules and Regulations. 3 Offsite Water and Sanitary Sewer Facilities Extension 3.1 Offsite Facilities. The following water and sanitary sewer facilities located between the end of the RFWSD's existing water and sanitary sewer facilities located within the Ironbridge Subdivision and the southern boundary of the RE -1 Property as generally depicted on Exhibit A (the "Project Area") shall be designed by the RFWSD and constructed by RE -1 as provided herein prior to connection to the RFWSD's existing water and sanitary sewer facilities (collectively the "Offsite Facilities"): 3. 1.1 A water transmission line sized to serve the RE -1 Property and Surrounding Properties within the Project Area to connect the RE -1 Property to existing RFWSD facilities located within the Ironbridge Subdivision. The final location and alignment of the water transmission line will be determined prior to construction. 3.1.2 One or more sewer force main(s) within the Project Area to connect to the existing RFWSD facilities located within the Ironbridge Subdivision to the RE -1 Property and sized to serve both the RE -1 Property and Surrounding Properties. The final location and alignment of the sewer force main(s) will be determined prior to construction. 3.1.3 A lift station to be located on an easement to be obtained by RE -1 and subject to approval from the RFWSD within the Eastbank, LLC property adjacent to the RE -1 Property as depicted on Exhibit B, which lift station shall be designed to serve the RE -1 Property as well as Surrounding Properties within the amended Service Area. 3.1.4 In addition to these known Offsite Facilities, RE -1 maybe required to make certain improvements to the RFWSD's infrastructure including lift station and force main improvements necessary to accommodate the increased demand from RE -1 and Surrounding Properties. 0 ■II111 P -PV?, K'C"P01J' F,6FIk016XJ,f'�f s l'l#i Reption#: 874165 02/29/2016 10:26:22 RN Jean Rlberico 5 of 18 Rec Fee:$gg 00 Doc Fee,0 00 GRRFIELD COUNTY CO 3.2 Design. The RFWSD shall design, plan, and permit the Offsite Facilities at RE - 1's expense. The RFWSD shall provide design drawings, specifications and contract documents to RE -1, which shall collectively be referred to as the "Project Manual." The Project Manual shall be subject to RE -1's prior approval, which shall not be unreasonably denied. In the event the design engineers for the RFWSD and RE -1 cannot come to agreement on the design drawings and contents of the Project Manual, the engineers will present their concerns to the RFWSD Board of Directors for a final decision on the design of the Water Facilities and Sewer Facilities. 3.2.1 In furtherance of the project design, RE -1 shall provide base mapping of the Project Area. Additional mapping and surveying of the property will be performed as part of the project design. REA and the RFWSD shall later agree whether this additional survey work within the Project Area shall be completed by REA's engineer or the RFWSD's engineer. 3.2.2 The Parties acknowledge that the Offsite Facilities shall be sized to accommodate service to the Surrounding Properties in addition to the RE -1 Property. RE -1 may seek recovery of its costs from future development consistent with the terms of this Agreement or may enter into a subsequent reimbursement agreement with RFWSD to collect those costs. 3.2.3 The Parties anticipate the following construction schedule for the Offsite Facilities: October 15, 2016 — Construction of water and sewer lines completed in County Roads 109 & 154 December 15, 2016 — Potable water extended to the RE -1 Property July 1, 2017 — Completion of sanitary sewer facilities necessary to connect the RE -1 Property to the RFWSD sanitary sewer facilities The Parties further recognize that these dates are aspirational and that there may be circumstances beyond either Party's control that would cause delay or postponement of the construction schedule. Therefore, failure to meet any of the construction dates outlined in this paragraph will not give rise to any claim by either Party against the other under this Agreement. 3.3 Bidding. Upon receipt of the Project Manual from the RFWSD, RE -1 may seek qualified bidders for the construction of the Offsite Facilities. Prior to soliciting bids for the construction of any of the Offsite Facilities, RE -1 shall submit to the RFWSD a list of potential contracting entities who have experience in the construction of the infrastructure contemplated by this Agreement together with a summary of such experience, bonding, licensing and insurance information related to each potential contracting entity. The RFWSD shall then approve or deny those contracting entities who are qualified to bid on the construction of any of the Offsite Facilities, which approval shall not be unreasonably withheld. Once RE -1 receives 5 ■III W1111fKitt :'1l9"I' Reception#: 874165 02129/2016 10:26:22 AM Jean Alberico 6 of.18 Rec Fee:$96.00 Doc Fee -O 00 GARFIELD COUNTY CO the approved list of contracting entities it may then seek bids from those contractors for the construction of the Offsite Facilities. Prior to awarding a bid for such construction, RE -1 shall notify the RFWSD of its selected contractor for construction of the Offsite Facilities. RE -1 shall then contract with the approved contracting entity for construction of the Offsite Facilities using the most current version of the Engineers Joint Contract Documents Committee approved contracting forms or other similar forms approved by the RFWSD. 3.4 Ironbridge Connection. The parties recognize that the RFWSD's existing water and sewer facilities do not currently extend to the Ironbridge property line and that an extension of those facilities will be required prior to connection by RE -1. 3.5 Permits. All required permits for the Off -Site Facilities shall be secured by the RFWSD, at RE -1's cost, including the location and extent approval by Garfield County pursuant to C.R.S. § 30-28-110. RE -1 shall cooperate in good faith with the RFWSD in obtaining all permits and approvals required for the Off -Site Facilities, which cooperation shall include, without limitation, signing or co-signing applications for permits or other approvals as the owner of an easement or property within which the Offsite Facilities will be located. 3.6 Required Rights -of -Way. RE -1 shall use good faith and commercially reasonable efforts to obtain, at its cost, all required rights-of-way or easements for the Offsite Facilities, as applicable, where located outside existing rights-of-way, easements, and property owned by RE - 1. RE -1 shall transfer to the RFWSD any required easements across the property of third parties. 3.7 Construction Observation and Inspection. 3.7.1 The RFWSD shall be responsible for ensuring that its certified professional engineer provides construction inspection services as necessary to allow its engineer to provide a stamped certification, when improvements are completed, that the Offsite Facilities have been constructed in accordance with the Plans and Specifications approved by the RFWSD, which facilities shall be constructed in accordance with the Rules and Regulations of the RFWSD and all applicable federal, state, county, and local laws. 3.7.2 The RFWSD shall have the right to make engineering observations at reasonable intervals and at RE -1's expense during construction of the Offsite Facilities by RE -1. Observation, acquiescence in or approval by any engineering inspector of the construction of any physical facilities, at any particular time, shall not constitute RFWSD approval of any phase of construction of the Offsite Facilities. The RFWSD shall have no liability or responsibility for construction performed by RE -1, which, shall conform to the RFWSD Rules and Regulations in effect at the time of construction. 4. Onsite Water and Sanitary Sewer Facilities r 1111K%073V".1%50,KfAmi ffiJ�Fi Reception#: 874165 02/29/2016 10:26 22 AM Jean Alberico 7 of 1B Re Fee $96.00 Doc Fee:0.00 GARFIELD COUNTY CO 4.1 Onsite Facilities. 4. 1.1 RE -1 shall, prior to connection of its property to the District's water facilities, design, fund and construct, all water distribution mains, lines and service connections within the boundaries of the RE -1 Property necessary to provide sanitary sewer service, domestic water service and fire protection for the development of its property and to connect to neighboring properties (the "Onsite Facilities"). 4.1.2 The general design and location of the Onsite Water Facilities for the RE - 1 Property shall be determined at the time RE -1 seeks location and extent approval by Garfield County for the Onsite Facilities pursuant to C.R.S. § 30-28-110. 4.1.3 The Parties acknowledge that the Onsite Facilities shall be sized to accommodate sanitary sewer service and domestic water service to the anticipated development within the RFWSD's potential service area, in addition to the RE -1 Property. RE -1 shall construct the Onsite Facilities necessary to serve the RE -1 Property in accordance with the RFWSD's Rules and Regulations then in effect. RE -1 may seek recovery of its costs from future development consistent with the terms of this Agreement or may enter into a subsequent reimbursement agreement with RFWSD to collect those costs. 4.2 Construction Observation and Inspection. 4.2.1 RE -1 shall be responsible for ensuring that its certified professional engineer provides construction inspection services as necessary to allow its engineer to provide a stamped certification, when improvements are completed, that the Onsite Facilities have been constructed in accordance with the Plans and Specifications approved by the RFWSD, which facilities shall be constructed in accordance with the Rules and Regulations of the RFWSD and all applicable federal, state, county, and local laws. 4.2.2 The RFWSD shall have the right to make engineering observations at reasonable intervals and at RE -1's expense during construction of the Onsite Facilities by RE -1. Observation, acquiescence in or approval by any engineering inspector of the construction of any physical facilities, at any particular time, shall not constitute RFWSD approval of any phase of construction of the Water Facilities and Sewer Facilities to be installed and constructed by RE -1. The RFWSD shall have no liability or responsibility for construction performed by RE -1, which, shall conform to the RFWSD Rules and Regulations in effect at the time of construction 5 Water Rights and Permits 5.1 Water Rights Applications. RE -1 shall apply to the Basalt Water Conservancy District (`BWCD") for a water allotment contract issued pursuant to the BWCD's plan for 7 ■III KFAIKOPFOW I` 1i MAA0,1 VAC14, 11 111 Reception#: 874165 02/29/2016 10:26:22 AM Jean Alberico •8 of 18 Rec Fee:$96.00 Doc Fee:0.00 GARFIELD COUNTY CO augmentation decreed in Case No. 02CW077, in an amount necessary to serve the RE -1 Property. 5.2 Water Rights Dedication. Within thirty (30) days after the date of the entry of the order of inclusion by the Garfield County District Court including the RE -1 Property within the RFWSD as provided in Paragraph 2. 1, RE -1 shall convey to the RFWSD by bargain and sale deed and appropriate assignment, all water rights associated with the RE -1 Property including 27 shares in the Thompson Glen Ditch Company (formerly known as the Glenwood Irrigation Company), and RE -1's interest in the Basalt Water Conservancy District Water Allotment Contract described in paragraph 5.1. The RFWSD shall have no obligation to provide water service to the RE -1 Property until RE -1 has made such conveyance and assignment. From and after the date of such conveyance and assignment, the RFWSD shall be solely responsible for all actions necessary to maintain such water rights and Basalt Water Conservancy District Contract. 5.3 Irrigation Rights. RFWSD shall lease back to RE -1 sufficient shares in the Thompson Glen Ditch Company necessary for the continued irrigation of the RE -1 Property. RE -1 shall continue to use such water rights on the RE -1 Property and shall be responsible for the operation, maintenance and repair the structures used to deliver the water rights together with paying for the annual assessments levied by the Thompson Glen Ditch Company. In the event RE -1 does not keep the facilities in good repair, the RFWSD in its sole discretion may then take such actions as it deems reasonably necessary to maintain the facilities and bill RE -1 for the costs of such operation, maintenance and repair. Failure to pay for such costs may result in the cancellation of service as provided in the RFWSD Rules and Regulations then in effect. 5.4 RFWSD Well Pen -nits. Upon assignment of the BWCD water allotment contract to the RFWSD, the RFWSD shall immediately commence and in good faith timely prosecute efforts to assure that the well permits for the Coryell and Aspen Glen Wells, owned and operated by the RFWSD, are adequate to allow for water service to be provided from such wells to and within the RE -1 Property. 6 Connection to RFWSD Facilities 6.1 Procedure for Connection to RFWSD Facilities. At any time subsequent to the date of inclusion of the RE -1 Property within the RFWSD and upon notice to the RFWSD, RE -1 may, subject to the following terms and conditions, connect to the RFWSD's water lines in order to receive domestic water service from the RFWSD for the RE -1 Property, and connect to the RFWSD's Treatment Plant and receive wastewater treatment service from the RFWSD for the RE -1 Property. 6.2 Costs. RE -1, at its expense, shall construct and install all infrastructure necessary to connect to the RFWSD's existing water and sewer systems and to provide water and sewer service to and within the RE -1 Property, including, but not limited to the Offsite Facilities defined in Paragraph 3.1 and Onsite Facilities described in Paragraph 4. 1, subject to the cost recovery provisions herein (collectively, "RE -1 Facilities"). ■Ili W!r1F1jK��l���h����rk��u�'�II�1��19�,�,��ii�,,,1 111 Reception#: 874165 02/29/2016 10:26:22 nM Jean nlberico 9 of 18 Rec Fee:$96.00 Doc Fee:0.00 GARFIELD COUNTY CO 6.3 Plans and Specifications. The RE -1 Onsite Facilities shall be located, constructed and installed in accordance with the RFWSD's rules and regulations in effect at the time of said location, construction and installation. Upon completion of the final engineering and design plans for each phase of the RE -1 Property, RE -1 shall forward the plans for the Onsite Facilities applicable to the portion of the RE -1 Facilities to be contained therein to the RFWSD's engineer, who shall approve or disapprove the plans within thirty (30) days of receipt, and whose approval shall not be unreasonably withheld. In the event the RFWSD's engineer disapproves of such plans, he shall by written notice to RE -1 specifically describe the reasons for his disapproval and the changes necessary to make the plans and specifications acceptable to the RFWSD. In the event the RFWSD's engineer and RE -1 are unable to reach agreement on the required plans and specifications, the Parties hereby agree to approach the RFWSD Board of Directors for resolution. Upon approval or resolution of the final engineering and design plans, the RFWSD and RE -1 shall execute in duplicate a document clearly specifying the approved plans and specifications to provide both Parties certainty as to the agreed-upon plans and specifications (the "Agreed -Upon Plans and Specifications"). 6.4 Change Orders. To facilitate completion of the RE -1 Facilities in accordance with the Agreed -Upon Plans and Specifications, the rules and regulations of the RFWSD, and good engineering practice, RE -1 for the Onsite Facilities and the RFWSD for the Offsite Facilities, their respective contractors and agents, may propose reasonable change orders to the RFWSD or RE -1 for review and approval. Within ten (10) business days, or such lesser period as may be required under the circumstances, of receiving notice and a copy of the proposed change order(s), RE -1 for the Offsite Facilities and the RFWSD for the Onsite Facilities shall either approve the same or propose an alternative(s) which will not result in unreasonable delay. All approved change orders, including any change order deeded approved, shall be incorporated into and become part of the Agreed -Upon Plans and Specifications. A failure of either party to respond within said ten days shall not be deemed to constitute an approval of any requested change order. 6.5 Inspections and Certification of Completion. The RFWSD shall have the right to inspect at all times all RE -1 Facilities prior to the completion of construction and dedication of such facilities to ensure compliance with the Agreed -Upon Plans and Specifications, provided, however, that if RE -1 has given RFWSD at least one full business day's notice that a particular part of the construction is ready for inspection, RE -1 shall not be required to keep such part uncovered after the expiration of such 24-hour period. RE -1 shall reimburse the RFWSD for the reasonable actual costs of such inspections. Upon the completion of any appropriate phase of construction, RE -1 may certify to the RFWSD that RE -1 has completed construction of that phase of the RE -1 Facilities in accordance with the Agreed -Upon Plans and Specifications, which plans must be inspected by the RFWSD's Engineer and approved by the RFWSD's Board of Directors ("Certification of Completion"). 6.6 Dedication of Facilities; Lien Waivers. Following inclusion of the RE -1 Property and as soon as practicable after the Certification of Completion, RE -1 shall dedicate and convey to the RFWSD an appropriate portion of the RE -1 Facilities necessary to serve any particular �j ®IIIR'If.l110i•1ph1'� YXhij, Reception#: 874165 02/29/2016 10:26:22 AM Jean Alberico 10 of 18 Rec Fee:$96 00 Doc Fee:O 00 GARFIELD COUNTY CO phase of development of the RE -1 Property. RE -1 shall include with such dedication, reproducible record drawings prepared in accordance with the following general requirements: 6.6.1 A certified survey shall be provided to the RFWSD that shall show the location of the RE -1 Facilities to permanent physical objects located in the field. All valves, tees, curb boxes, hydrants, storage tanks, lift stations and other major appurtenances shall be given two swing ties to a physical permanent object in the field. In all cases, the distance from water lines, sewer lines and appurtenance items shall be dimensioned to rights-of-way, easements and property lines. 6.6.2 All benchmarks used within the RE -1 Property to determine depth of lines or other facilities shall be shown on the drawings and shall be based upon U.S.G.S. datum. 6.6.3 Manufacturer's literature and product data, including catalog sheets and descriptive literature for all materials and equipment used, shall be provided with as -built drawings. The RFWSD shall accept such dedication within sixty (60) days thereof, and title to the dedicated facilities shall be vested in the RFWSD. RE -1 shall also execute a bargain and sale deed and bill of sale to the RFWSD conveying any interests it has in such facilities, and shall provide to the RFWSD lien waivers from all contractors, subcontractors, and material suppliers for work and materials furnished in connection with the facilities conveyed. 6.7 Warranty. RE -1 shall warrant all facilities conveyed to the RFWSD for a period of two (2) years from the date such facilities are conveyed to the RFWSD. Specifically, RE -1 shall warrant that any and all facilities conveyed to the RFWSD shall be free of any defects in materials or workmanship for said two-year period. 6.8 Conveyance of Easements. RE -1 shall, by assignment, and special warranty deed, convey to the RFWSD the following described perpetual, nonexclusive easements to allow the RFWSD to construct, operate, repair and replace the RE -1 Facilities, free and clear of all liens, encumbrances and title defects which could defeat the RFWSD's title, and any title defects which would affect the RFWSD's ability to use each easement for its intended purpose. 6.8.1 RE -1 shall grant the RFWSD perpetual non-exclusive easements extending over and across all those portions of the RE -1 Property containing the RE -1 Facilities. 6.8.2 REA shall grant the RFWSD a perpetual non-exclusive easement for water and sewer utility purposes extending from RE -1 Facilities at or reasonably near the entrance to the RE -1 Property, for future water and sewer service by the RFWSD to the Surrounding Properties shown on Exhibit B. 10 1III1CIi'�+iFr��.U+�1���ii rK 111w'�w���"F��i��'�Yi�r�,11 II Reception#: 874165 02/2912016 10:26:22 AM Jean Alberico 11 of 18 Rec Fee:$96.00 Doc Fee:0.00 GARFIELD COUNTY CO 6.8.3 RE -1 shall and hereby does reserve the right to use in common with the RFWSD any easements it conveys to the RFWSD for ingress and egress and for all utility purposes provided such use does not interfere with the RFWSD's use, maintenance and operation of its facilities. All easements conveyed or established pursuant to this paragraph shall be and hereby are subject to the obligation of the RFWSD to repair and revegetate disturbed areas to a condition and grade substantially similar to that which existed before the disturbance. The conveyance of the easements hereinabove described by RE -1 shall fully satisfy and discharge RE -1 from any and all future obligation(s) to extend its facilities for the purpose of facilitating or allowing the extension of RFWSD water or sewer service to properties situate adjacent to or outside the boundaries of the RE -1 Property. 6.8.4 Control of Facilities. Once conveyed to the RFWSD, and subject to the warranty provisions contained within Paragraph 6.7 above, the RFWSD shall be solely responsible for the operation, maintenance, repair, and replacement of all facilities and easements on the RE -1 Property that are dedicated to the RFWSD. The RFWSD shall at all times operate the RFWSD facilities in an economical manner, and shall make all repairs and replacements necessary to assure continuous operation of such facilities so as to provide a reliable and continuous level of service. 7 RFWSD Service Conditions 7.1 RFWSD Service Conditions. The RFWSD's obligations to provide domestic water service and sewer service to the RE -1 Property shall be expressly conditioned upon the satisfaction of the following conditions: 7. 1.1 The RE -1 Property shall be included within the RFWSD pursuant to the provisions of Article 2 hereinabove. 7.1.2 RE -1 shall convey all required water rights to the RFWSD as provided under Article 5 hereinabove. 7.1.3 RE -1 shall complete construction of all RE -1 Facilities and shall make all conveyances and dedications necessary for any portion of the RE -1 Property requesting RFWSD domestic water or sewer service to connect to the existing RFWSD facilities. 7.1.4 RE -1 shall pay tap fees based upon the number of EQRs provided by the RFWSD as determined by the RFWSD's Rules and Regulations then in effect. 8 Irrigation Water 8.1 Irrigation Water. RE -1 shall limit the use of the RFWSD's potable domestic water system within the RE -1 Property for incidental outside landscape irrigation to no more 11 mill 1Tiifi�irli#eYTi Reception#' 874165 02/29/2016 10:26:22 RM Jean Rlberico 12 of 18 Rec Fee:$96.00 Doc Fee 0 00 GARFIELD COUNTY CO than five -hundred (500) square feet for within the RE -1 Property. RE -1 shall provide the balance of any outside landscape irrigation through a raw water delivery system to be constructed by RE- I and operated by an entity other than the RFWSD. RE -1 and the RFWSD may enter into a separate agreement for the provision of potable water for outdoor irrigation uses. 9 Compliance with Rules and Regulations 9.1 Compliance with Rules and Regulations. Upon inclusion of the RE -1 Property within the RFWSD and subject only to the terms and provisions of this Agreement, RE -1 shall be bound by and comply with the RFWSD rules and regulations applicable to properties within the RFWSD as the same may be amended from time to time, except as the same may be expressly modified or superseded hereby. 10 Audits, Reports and Inspections 10.1 Audits, Reports and Inspections. The RFWSD shall maintain the records, accounts, and audits required by statute or which would be kept under normal business practice, and copies of such records shall be provided to RE -1 upon request. The RFWSD shall have the right to inspect the facilities located upon the RE -1 Property as provided in the RFWSD's rules and regulations, and RE -1 shall, upon notice to the RFWSD, have the right to inspect the RFWSD's wells, water and wastewater treatment facilities and other appurtenant facilities. 11 General Provisions 11.1 Termination. This Agreement shall be in full force and effect until terminated by mutual agreement by the Parties hereto, or as provided by law. 11.2 Good Faith. Because of the need for a regional domestic water and sewer service in this area, the Parties agree to proceed in good faith with the implementation of this Agreement. 11.3 Service Plan Integration. tion. This Agreement and its Exhibits shall be incorporated in the RFWSD's Service Plan as it will be amended, as though set forth there verbatim. 11.4 Compliance with State and Federal Law. This Agreement shall not be construed to be in violation with the laws of the United States or the state of Colorado, nor in any manner that adversely affects or diminishes the financing capabilities of the RFWSD. 11.5 Enforcement: Specific Performance. In the event of any material failure by either party hereto to comply with the terms of this Agreement, the other party shall have standing to bring suit to enforce compliance herewith. Furthermore, in the event of a breach of this 12 mill !�!P.rE ' f; i��ly�i�:�� W P1 k"'). Reception#: 874165 02/29/2016 10.26 22 RM Jean Alberico 13 of 18 Rec Fee $96.00 Doc Fee:0.00 GARFIELD COUNTY CO Agreement, the non -breaching party may seek all remedies available at law or equity, including specific performance. 11.6 Non -Merger. Each party's obligations under this Agreement shall be assignable to any grantee, purchaser, transferee, or assignee of the party's interest, and shall survive any such conveyance, purchase, transfer, or assignment. 11.7 Covenants, Recording. The provisions of this Agreement shall constitute covenants running with the lands affected thereby, and upon execution this Agreement shall be recorded in the records of the Garfield County Clerk and Recorder. 11.8 Attorney's Fees. RE -1 shall bear each party's attorneys fees incurred in the negotiation, execution, and implementation of this Agreement. However, in the event litigation is necessary to enforce the rights of the Parties to this Agreement, as between themselves, the prevailing party in such litigation shall be entitled to reasonable attorney's fees and costs of suit actually incurred. 11.9 Complete Agreement, Amendment. This Agreement constitutes the entire and complete agreement between the Parties, and any modification or amendment hereto shall be evidenced by a writing signed by the Parties. 11.10 Binding Effect. This Agreement shall be binding upon and inure to the benefit of the Parties, their successors, grantees, and assigns. Nothing herein shall prevent RE -1 from selling, transferring or encumbering the RE -1 Property and the benefits of this Agreement shall be appurtenant to the property conveyed. 11.11 Authority. Each person executing this Agreement represents and warrants that he has been duly authorized by the party which he purports to represent to execute this Agreement, and has authority to bind said party to the terms and conditions of this Agreement. 11.12 Governing Law. This Agreement shall be construed under the laws of the State of Colorado. 11.13 No Waiver. No provision of this Agreement maybe waived except by an agreement in writing signed by the waiving party. A waiver of any term or provision shall not be construed as a waiver of any other term or provision. 11.14 Headings. The paragraph headings in this Agreement shall not be used in the construction or interpretation hereof, as they have no substantive effect, and are for convenience only. 11.15 Severability. If any part or section of this Agreement shall be found void or invalid by a court of competent jurisdiction, such finding shall not affect any remaining part or section, and said remaining parts or sections shall continue in full force and effect. The Parties 13 1111 M�P.�L �'r'WiE � '�' �,bPE� �'�I�K�h'��L�� %hrliu' � 11111 Reception#: 874165 02/29/2016 10:26:22 RM Jean Alberico 14 of 18 Rec Fee -$96.00 Doc Fee0 00 GARFIELD COUNTY CO shall renegotiate in good faith any matter addressed by a part or section that is found void or invalid. 11.16 Notices. All notices required under this Agreement shall be in writing and shall be hand delivered or sent by registered or certified mail, return receipt requested, postage prepaid, to the addresses of the Parties herein set forth. All notices so given shall be considered effective seventy-two (72) hours after deposit postage paid in the United States Mail with the proper address as set forth below. Either party by notice so given may change the address to which future notices shall be sent. Notice to: Roaring Fork Water & Sanitation District P.O. Box 1002 Glenwood Springs, CO 81602 With copy to: Scott Grosscup Balcomb & Green P.C. P.O. Drawer 790 Glenwood Springs, CO 81602-0790 Notice to: Superintendent of Schools Roaring Fork School District Re -1 1405 Grand Avenue Glenwood Springs, CO 81601 With copy to: Semple, Farrington and Everall 1120 Lincoln Street Suite 1308 Denver, CO 80203 IN WITNESS WHEREOF, the Parties have executed this Agreement in multiple originals on the dates herein below set forth. ATTEST: :A Secretary Roaring Fork RE -1 School District -11 By: �, A'_ BY xjy aso e1T<"AVA+ 14 mill lf!IPJI' PI MAIM, 111,11f',E�hJ��h�KF:fih.�iiG,��, II III Reception#: 874165 02/29/2016 10:2622 AM Jean Alberico 15,0f 18 Rec Fee $96 00 Doc Fee 0 00 GARFIELD COUNTY CO ROARING FORK WATER & SANITATION RFWSD By: President ATTEST: 15 VIII EIPAIV11,911.1-111 N Reception#: 874165 02/29/2016 10:26:22 AM Jean Alberico 16 of 113 Rec Fee:$96 00 Doc Fee:0.00 GARFIELD COUNTY CO STATE OF C0 6& d D COUNTY OF The foregoing ROARING FORK WATER AND SANITATION DISTRICT ROARING FORK RE -1 SCHOOL DISTRICT PRE -INCLUSION AGREEMENT was acknowledged before me this day of 1r , 2016, by km o rC ()(. Gt t� and I(J1(�( P ►G, as authorized signatory for the Roaring ork RE -1 School District. Witness my hand and official seal. AhAd (°L 1U - Notary Public My commission expires: STATE OF COLORADO COUNTY OF GARFIELD LINDA A. FISKE NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20134073162 MY COMMISSION EXPIRES 12/U412017 The foregoing ROARING FORK WATER AND SANITATION DISTRICT ROARING FORK RE -1 SCHOOL DISTRICT PRE -INCLUSION AGREEMENT was acknowledged before me this /(,, ay of , 2016 by &U,, as President and ecretary for th6 Roaring F k Water and Sanitation RFWSD, a Colorado Special RMI). Witness my hand and official seal. Notary Pu#C My commission expires: /9AR / (o 1< 1111 Reception#: 874165 ■iii �!�F.Irr� 'ad' "U'4kIfil"ifilYOUl'IF, 1,16144, IIIii Reception#: 874165 �8Jof/181RecU-26-22 Fee'$96Q00 Doe FeeM Jean COUNTY CO EXHIBIT B � � �• �a ¢.✓ , r �• t .� ,_ t ' >� ♦♦� fif .rh4 I yf tI Awl a s<k e its ?r r F 1Y /%J'3' �'Ry®*`_ •Yr�♦� - .. 1•� J r a 1 .4- Alf J- iles n • 4, dam• f - , '1 _ -. - -: I s re v 'Y K t ' , ,,g, • ..�.. -J'r I a� I A v J Vi i MAP ID PARCEL No. NAME ADDRESS CITY STATE ZIPCODE 1 218535400025 SHANE &BRUCE'S LTD. LIABILITY CO 4185 COUNTY ROAD 154 GLENWOOD SPRINGS CO 81601 4.02 9 ; 2 218535400024 SHANE & BRUCE'S LLC 4185 COUNTY ROAD 154 GLENWOOD SPRINGS CO 81601 2.39 3 218535415002 EASTBANK LLC 710 E DURANT AVE UNIT W6 ASPEN CO 81611 16.77 4 218535315001 KW GLENWOOD SPRINGS LLC PO BOX 979 TELLURIDE CO 81435 4.3 J ' 5 218535304002 MACGREGOR, ROBERT DUNCAN 710 EAST DURANT AVENUE UNTI W-6 ASPEN CO 81611 38.31 ` 6 218535315003 EASTBANK LLC 710 E DURANT AVE UNIT W6 ASPEN CO 81611 16.94 7 218535300060 ROARING FORK RE -1 SCHOOL DISTRICT 1521 GRAND AVE GLENWOOD SPRINGS CO 81601 35.1 8 218535200015 WAREHOUSE INVESTMENT PARTNERSHIP 1111 DUNN AVENUE CHEYENNE WY 820011 5.18 - 9 218535200023 L & Y JAMMARON FAMILY LL -P 4915 HIGHWAY 82 GLENWOOD SPRINGS CO 816011 31.73- 10 218535200022 JAMMARON KENNETH V. & KAREN A. 4913 HWY 82 GLENWOOD SPRINGS CO 816011 5.4 PROPOSED EXPANDED it 218535200021 JAMMARON GLEN L. & LYNNE 4909 HIGHWAY 82 GLENWOOD SPRINGS CO 816011 5.69 SERVICE AREA PARCEL INFORMATION: GARFIELD COUNTY GIS. 02/01/2016 PARCELAREAS CALCULATED BY SE FROM GIS FILES WHERE UNAVAILABLE AERIAL IMAGE: 2013 NAIP FLIGHT. 1 METER RESOLUTION THIS MAP IS CONCEPTUALAND IS INTENDED FOR GENERAL PLANNING PURPOSES ONLY 1 inch = 1,000 feet Feet 0 250 500 1,000 1,500 2000,15098ExhibtB160217 N SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 970.704.0311 Roaring Fork Water & Sanitation District May 2016 EXHIBIT I PARCEL OWNERS 5 Service Plan Amendment — SGM 96059A-92 13 [This page was left blank intentionally.] N N N N N N N N N 00 0v 00 H CO H 00 Y 00 00 HLjrl H W H CO Er W w W W W W W W �} Ln A A Ln Ul Ln Ln Cn D A A W W A N N N N Ln 0 N N A Cs 0 00 0 0 0 0 0 C7 0 CS 0 O m C) 0 0 0 N N N N W f z N Q1 A N A H W N In � d Z �m n d Ho m 0 m 0 0 0 0 0 0 0 0 0 0 0 (D © O 0 M 'o v -a v-1:� v v v C C C C C C C C C A B D D D D D D D � m m m m m m m m rn � 0 0 0 0 0 0 0 0 0 �m z Z z z z Z Z Z Z m m m m m m m m m m Ln N Ln In Ln 4n w V) Ln �µ C) z m m z ;v z x x z m m C N C L11 C 6i C f�1 C il� C d C d C fll C N fl rn H A 9CJ CD CD 0 A 70 70 CD 0 000 0 0 000 cn a m poi poi m CD fa'1 w w 00 o 00 0 wC7 0 0 0 0 0 0 0 0 0 CD LD LD S N LD m w w m C Ln 00 m H N m 0 LD V Z I z 0 y 0 Q> D z D r D D n D > co X m G)z _ m A Z Gz1 Gz1 90 m s O T 0= K r n 0 c Z D Z m m m z O m Q m Z Z C m Z Z p0 rn n Z m Q Q 713r m z O z 00 rc rt C m a z z r 5 z z n n D "' z > m ;u 11 z z m D z Ul x v a n m m N H w W w w Q1--j In V Q Ln N Ln p w V 0 m 0 V H V 00 0 0 0 0 0 to 0 CJ [This page was left blank intentionally.] Roaring Fork Water & Sanitation District May 2016 EXHIBIT J LETTER OF BUDGET TRANSMITTAL 5 Service Plan Amendment — SGM 96059A-92 14 [This page was left blank intentionally.] ROARING FORK WATER & SANITATION DISTIUCT LETTER OF BUDGET TRANSMITTAL To: Division of Local Government Date: December 11, 2015 1313 Sherman Street, Room 518 Denver. CO 80203 Attached is a copy of the 2016 Budget for the Roaring Fork Water & Sanitation District in Garfield County, submitted pursuant to Section 29-1-113, C.R.S. This budget was adopted on November 17, 2015. If there are any questions on the budget, please contact Tonya Uren at 970-945-2144, and FO Box 1002, Glenwood Springs, CO 81602. The mill levy certified to the County Commissioners is 7.4 miils for all general operating purposes, subject to statutory and/or TABOR limitation. Based on an assessed valuation of $45,219,810 the total property tax revenue is $334,626. A copy of the certification of mill levies sent to the County Commissioners is enclosed. I hereby certify that the enclosed is a true and accurate copy of the 2016 Adopted Budget and certification of tax levies to the Board of County Commissioners. Tonya Uren Budget Officer Roaring Fork Water & Sanitation District K)13( IN 1002 t_(I.I 'vll ( NO si'lop.l ", Co 81(10- (970)Q45-2144 e FAX i970)063-0987 L 1311 1 IN(i: 110 Bt )x 326 CiL'I'.`dV,'(H(m S"wNi o,. Co it 1602 RFWSD Ti 1: (970)676-5008. F,i\ 070)976-211W4 ROARING FORK WATER & SANITATION DISTRICT RFWSD 2016 BUDGET MESSAGE The attached Budget for the Roaring Fork Water & Sanitation District includes these important features: Operating Budget ■ The 2016 Budget assumes 15 new residential customers. ■ Property Tax Revenue is projected to be $346,926 with the mill levy set at 7.4. ■ The 2016 Budget includes a proposed water and sewer service fee increase of 3% beginning the 1st Quarter billing cycle. ■ Operating expenses were evaluated and increased 4% over 2015 where feasible. Budget Notes indicate expenses that were considered at 3 and 5 years averages. ■ The District sets money aside each year for future replacement of the water and wastewater systems. In 2016 the District will set aside $171,000 for water reserves and $118,000 for wastewater reserves. Non -Operating Budget ■ Debt Service o Pursuant to an Agreement between Aspen Glen Golf Company, the Homeowners' Association at Aspen Glen and the Roaring Fork Water & Sanitation District, $1,575 of each water tap ($3,700) received by the District from customers within the Aspen Glen development is to be reimbursed to the Homeowners' Association at Aspen Glen until $1,004,696, the total cost of the wholesale water facility, is recovered by the Homeowners' Association at Aspen Glen to the best of the District's ability. The capital projects budget anticipates receipt of five (5) tap fees within Aspen Glen in 2016. o Pursuant to an Agreement between Aspen Glen Golf Company, the Homeowners' Association at Aspen Glen and the Roaring Fork Water & Sanitation District, $3,900 of each sewer tap of ($6,500) received by the District from customers within the Aspen Glen, Midland Point and Coryell Ranch developments, is to be reimbursed to the Homeowners' Association at Aspen Glen until $1,367,086, the cost of the wholesale facility, is recovered by the Homeowners' Association at Aspen Glen to the best of the District's ability. The capital projects budget anticipates receipt of five (5) tap fees within Aspen Glen in 2016. o In 2003 the District received $848,125 from LB Rose Ranch, a development (presently named Ironbridge) included in its Regional Service Area, in exchange for providing the Rose Ranch development with potable water services. Pursuant to an Agreement between LB Rose Ranch and the Roaring Fork Water & Sanitation District, $1,575 of PO Box 1002 BILLING: PO Box 326 GUNWOOD SPRINGS, CO 81602 GLENWOOD SPRINGS, CO 81602 TEL: (970)445-2144 RFWSD TEL: (970)876-5008 ROARING FORK WATER & SANITATION DISTRICT each water tap ($3,700) received by the District from customers within the Ironbridge development is to be reimbursed to the developer until the $848,125 is recovered by the developer to the best of the District's ability. The capital projects budget anticipates receipt of five (10) tap fees within Ironbridge in 2016. r Tap Fee Net Income o Transfer water tap fee income to the Water System Investment Fund for future water system infrastructure. o Transfer sewer tap fee income to the Plant Expansion fund. ■ General Reserve Balance o Fund the Water Reserve Fund at $171,000 and Wastewater Reserve Fund at $118,000 for 2016 from General Reserves and Operating Income, ■ General Reserve Funded Projects o Expand the SCADA system to Coryell Water Tank and Well House and add controls to another wastewater pump at WWTP Water Reserve Funded Projects o Repair damaged water service connections on vacant lots o Hydrant Repair/Replacement ■ Sewer Reserve Funded Projects o locate missing sewer service connections on vacant lots and repair damaged connections. o Lift Station Updates o Influent Composite Sampler o WWTP Blower Control Panel 46 Water System Investment Fund o Conduct a location study for a potential Surface Water Treatment Facility The budgetary basis of accounting the Roaring Fork Water & Sanitation District uses is accrual. The Roaring Fork Water & Sanitation District was organized as the Aspen Glen Water & Sanitation District by Order of Court entered on May 3, 1994. The District's Service Plan, which was approved by Garfield County, provides that the District was created to provide both potable water and wastewater treatment service to properties within the District's boundaries and, in the case of wastewater treatment services, to properties which may later be annexed into the District or properties which execute an approved out -of -district service contract with the District. The District's name was changed to the Roaring Fork Water & Sanitation District by Order of Court entered on July 14, 1998. In May 2001, the Garfield County Commissioners approved an Amendment to the District's Service Plan which allows the District to provide both water and wastewater service anywhere within the District's Regional Service Area as defined in the Amended Service Plan. PO Box 1002 GLENWOOD SPRINGS, CO 81602 TEL: (970)945-2144 RFWSD BILLING: PO Box 326 GUNWOOD SPRINGS, CO 81602 TEL: (970)876-5008 Roaring Fork Water Sanitation District 2016 Budget 2014 Actual 2015 Proj 2016 BUDGET E571MA 1 LD RESOURCES Begfrining Forid Bakirace, GENERAL RESERVE! (1) Neyinnioig Fund Bakince: WA7Ef7 RESERVES (2) Beyltrniny Fruad Balance. SEWER RESERVES (2) Beymning Fund Balance; W¢arer Systems Investment fund (3) f3cginning Fund Balance.: WWTP FXPANSION (4) TGTAI ESTIMATED RCSGURCFS OPERATING BUDGET Income Water Revenues Water Service Fees (5) Water Usage (6) Water Inspections Water - Service Penalty Fees Total Water Revenues Sanitation Revenues Sewer Service Fees (7) Sewer Inspections Sewer Service Penatly Fees Total Sanitation Revenues Property Tax Revenue (8) Property Tax Property Tax Interest Specific Ownership Total Property Tax Income Storage Rental (9) Total Income Expense (10) Administrative Expenditures Admin - Capital (12) Admin - Auto/Travel Admin - Billing Clerk Admin - Construction Manager (11) Admin - District Administrator Admin - Director Fees Admin - Data ProcesslSupport (13) Admin - DueslSubscriptlTraining (14) Admin - Fees (BanklCredit Card) Admin - Insurance Admin - GIS MappinglAsset Mgmt Admin - Postage & Freight Admin - Profess ionallAu dit Admin - Profess ionallEngineer (16) Admin - Professional/Legal (15) Admin - ProflWater Rights 142, 524, 48 148,453.38 155,962.00 133, 080.13 118, 925.71 115,000.00 950.00 1,025.00 1.375.00 1,803.60 1,439.44 1,300,00 278,358.21 269,843.53 273,637.00 280,380.90 292,858.01 307,748.00 1,000.00 1,025.00 1,375.00 1,803.65 1,439.46 1,300.00 283,184.55 295,322.47 310,423.00 197,367.75 256,064.00 334,626.00 334.13 550.00 300.00 12,149.84 12,012.00 12,000.00 209,851.72 268,626.00 346,926.00 2,500.00 2,000.00 2,500.00 773,894.48 835,792.00 933,486.00 2,500.00 4,855.84 4,755.46 4,950.00 26,558.50 27,285.00 29.120.00 37,667.50 37,645.00 39,150.00 44,688.00 41,398.50 44,200.00 3,750.00 3,750.00 3,900.00 3,406.44 4,405.98 9,600.00 1,041.22 1,033.29 2,075.00 2,517.07 2,630.11 2,750.00 13.036.47 14, 082.29 14,645.00 7,876.37 13, 075.00 12,000.00 2, 024.46 1,539.99 1,600.00 5,000.00 5,100.00 5,300.00 21,178.42 28,441.50 30,900.00 29,351.50 25,961.50 29,500.00 1,012.00 1,918.75 2,000.00 Roaring Fork Water Sanitation District 2016 Budget 2014 Actual 2015 Proj 2016 BUDGET Admin - Operator Administrative 942.50 1,215.00 1,260.00 Admin - Supplies 4,356.87 4,827.32 5,020.00 Admin - Treasurer Fees (17) 3,954.03 5,5110.00 5,720.00 Admire - Utilities 7,457,60 7,725.12 8,035.00 Total Administrative Expenditures 220,674.79 232,289.81 254,225.00 Water Source of Supply (W) Source - Repair & Maint (11) 0.00 0.00 900.00 (W) Source - Water Rights Contracts 6,532.60 7,027.40 7,300.00 (W) Source - Ditch Maintenance 2,476.49 3,752.53 3,900.00 Total Water Source of Supply 9,009.09 10,779.93 12,100.00 Water Treatment. Plant (W) Plant - Chemicals 10,642.00 10,227.00 10,700.00 (W) Plant - Contract Labor (18) 19,800.00 19,800.00 19.800.00 (W) Plant - Permits 220.00 220.00 220.00 (W) Plant - Repair & Maint 6,855.90 7,715.84 8,025.00 (W) Plant - Supplies 262.95 300.00 315.00 (W) Plant - Testing 4,575.37 4,075.56 4,250.00 (W) Plant - Utilities 19,802.30 22,425.58 23,300.00 Total Water Treatment Plant 62,158.52 64,763.98 66,610.00 Water Transmission & Lines 270.00 (W) Lines - Repair & Maint (11) 21,633.85 5,542.64 9,740.00 (W) Lines - Hydrant Maintenance & Inspection 7,155.00 7,155.00 7,440.00 (W) Lines - Utilities 201.48 234.96 245.00 Total Water Transmission & Lines 29,260.33 12,932.60 17,425.00 Sanitation Plant & Treatment (S)Plant- Chemicals 415.00 955.00 1,000.00 (S) Plant - Contract Labor (16) 46,200.00 46,200.00 46,200.00 (S) Plant - Grounds & Road Maintenance 8,115.59 10,650.00 8,550.00 (S) Plant - Permits 2,205.00 2,390.00 2,485.00 (S) Plant - Repair & Maint 28,442.33 39,186.70 40,755.00 (S) Plant - Sludge Removal 54,410.00 66,528.00 69,700.00 (S) Plant - Supplies 4,949.14 2,864.59 2,980.00 (S) Plant - Testing 3,777.00 3,885.40 4,500.00 (S) Plant - Utilities (11) 46,681.91 43,963.97 52,000.00 Sanitation Plant & Treatment 195,195.97 216,623.66 228,170.00 Sanitation Collection Lines (S) Lines - Capital 4,097.00 (S) Lines - Jetting/TV (11) 14,773.00 12,400.00 13,020.00 (S) Lines - Repair & Maint 1,105.00 2,039.50 2,120.00 (S) Lines - R&M Lift Station 13,312.88 12,526.36 13,500.00 (S) Lines - Utilities 7,544.73 7,087.20 8,120.00 Total Sanitation Collection Lines 40,832.61 34,053.06 36,760 00 WATER RESERVE FUND (19) 109,110.00 145,913.00 171,000.00 SEWER RESERVE FUND (19) 89,816.00 118,000.00 118,000.00 WATER SYS INVEST FUND O.O0 0.00 29,196.00 Roaring Fork Water Sanitation District 2016 Budget 2014 Actual 2015 Proj 2016 BUDGET Total Expense 756,057.31 835,356.04 933,486.00 NET OPERATING INCOME 17,837.17 435.96 0.00 NON-OPERATING BUDGET Other Income OTHER REVENUE Water Tap Fees (20) 59,385.00 91,575.00 55,500.00 Sewer Tap Fees (20) 97,825.00 160,875.00 97,500.00 Interest Income 1,403.90 1,577.49 1,645.00 Interest Income: plant exp 1,981.75 2,943.00 3,530.00 TOTAL OTHER REVENUE 160,595.65 256,970.49 158,175.00 Transfer In from Operating Budget WATER RESERVE FUND (2 1) 109,110.00 145,913.00 171,000.00 SEWER RESERVE FUND (22) 89,816.00 118,000.00 118,000.00 Total Transfer In from Operating Budget 198,926.00 263,913.00 289,000.00 Total Other Income 359,521.65 520,883.49 447,175.00 Other Expense DEBT SERVICE (W) Tap Reimb to Developer (23) 23,467.50 37,170.00 23,625.00 (S) Tap Reimb to Developer (23) 19,500.00 45,825.00 19,500.00 Total Debt Service 42,967.50 82,995.00 43,125.00 (W) Water Tap Net Revenue 35,917.50 54,405.00 31,875.00 Transfer to Water Investment Fund (35,917.50) (54,405.00) (31,875.00) (S) Sewer Tap Net Revenue 78,325.00 115,050.00 78,000.00 Transfer to WWTP Expansion (78,325.00) (115,050.00) (78,000.00) GENERAL RESERVE FUNDED (24) WWTP. Install Garage Door 0.00 5.000.00 0.00 Asset Management 5,040.17 11,950.00 0.00 Water Line Freeze Mitigate Whispering Water 24,8-88.71 0.00 0.00 SCADA Controls (25) 0.00 0.00 9,000.00 TOTAL GENERAL RESERVE FUNDED 29,928.88 16,950.00 9,000.00 WATER RESERVE FUNDED (26) (W) Held for future investment 135) 25,890.00 25,087 00 (W) Lot Water Service Repair (27) 0.00 10,000.00 5,000.00 (W) SCADA Computer Replacement 4,426,50 0.00 0.00 (W) Well House Meters Repair/Replacement 86.25 0.00 0.00 (W) Handheld Meter Reader 7,449.00 0.00 0.00 (W) Hydrant RepairiReplacement (28) 1,617.00 0.00 2,500.00 (W) Coryell Water Tank Recoating 13,500.00 0.00 0.00 (W) Water Tank Updates 0.00 1,087.00 0.00 TOTAL WATER RESERVE FUNDED 27,078.75 11,087.00 7,500.00 SEWER RESERVE FUNDED (29) WATER SYSTEMS INVESTMENT FUND Surface Water Treatment Plant Location Study (36) TOTAL WATER SYSTEMS INVESTMENT FUNDED Total Other Expense NET NON-OPERATING INCOME NET INCOME (Retained) ESTIMATED RESOURGf S Ending fvrnd ,Qalanco, GLIVLI?AL RLSERVES (1) Ending Fund 8al;ince: WA7&H HESLHVES (2) Fridlny Fund Galanrr SFWrR RFS FRVFS (2) rndiny Fund fialance- Water Systoms Invvstmc,nt Fund (3) Endrnlll=oadBalance'KIWI Y,EXPANSION(4) 10TAL FSIIMA TED HES OURCES 0.00 Roaring Fork Water Sanitation District 7,000.00 0.00 0.00 2016 Budget 117,736.99 131, 775.70 131,625.00 2014 Actual 2015 Proj 2016 BUDGET (S) Held for future investment (35) 21, 484.00 344,746.00 (S) Lot Sewer Service Repair (30j 0.00 7,000.00 3,000.00 (S) SCADA Computer Replacement 4,426.50 0.00 0.00 (S) WWTP: Lift Station Updates (31) -104.49 10,000.00 5,000.00 (S) WWTP Updates: Flow Meter 0.00 3,743.70 0.00 (S) WWTP: Roof Replacement 13,439.85 0.00 0.00 (S) Influent Composit Sampler (32) 0.00 0.00 7,000.00 (S) River Bend Lift Station Pump and Controls (33) 0.00 0.00 30,000.00 (S) WWTP Blower Control Panel (34) 0.00 0.00 20,000,00 TOTAL SEWER RESERVE FUNDED 17,761.86 20,743.70 65,000.00 WATER SYSTEMS INVESTMENT FUND Surface Water Treatment Plant Location Study (36) TOTAL WATER SYSTEMS INVESTMENT FUNDED Total Other Expense NET NON-OPERATING INCOME NET INCOME (Retained) ESTIMATED RESOURGf S Ending fvrnd ,Qalanco, GLIVLI?AL RLSERVES (1) Ending Fund 8al;ince: WA7&H HESLHVES (2) Fridlny Fund Galanrr SFWrR RFS FRVFS (2) rndiny Fund fialance- Water Systoms Invvstmc,nt Fund (3) Endrnlll=oadBalance'KIWI Y,EXPANSION(4) 10TAL FSIIMA TED HES OURCES 0.00 0.00 7,000.00 0.00 0.00 7,000.00 117,736.99 131, 775.70 131,625.00 241,784.66 389,107.79 315,550.00 259,621.83 389,543.75 344,746.00 ROARING FORD WATER & SANITATION DISTRICT RFWSD BUDGET NOTES OPERATING BUDGET General Reserves Balance Reserves for large capital purchases, projects and protect cash flow. Water & Sewer Reserve Fund Reserves for future water and wastewater system Balances replacement. Water Systems Investment Fund Water Tap Fee Income for future water system investment. WWTP Expansion Balance Sewer Tap Fee Income and Restricted funds for wastewater treatment plant expansion. Water Service Fee $70 per customer (eqr)/quarter. Based on current number of customers. Increased from $68 at 1st Qtr Billing. Water Usage Customer metered water, billed based on tiered rate block. Sewer Service Fee $139 per customer (eqr)/quarter. Based on current number of customers. Increased from $135 at 1sr Qtr Billing. Property Tax Revenue Based on 7.4 Mill Levy and assessed valuation of $45,214,810 Storage Rental Parcel rental at WWTP for elk fencing storage ($500/parcel). Expenses All expenses increased by 4% unless noted. Expenses Based on 3 -5 year average I Admin: Capital WWTP & Admin new printers, Apple TV for board meetings Admin: Data Process Support Includes Software Annual Renewals and support for Caselle, Esri GIS, PubWorks, Network Solutions, iGlobal Care, Avg, Carbonite Admin: Dues/Subscrip/Train Includes District Admin attend SDA conference meetings Admin: Professional/Legal Includes fiscal review by Financial Advisor and increased general legal budget due to increased development activity in the District. Admin: Professional/Engineer Includes increased general engineering budget due to increased development activity in the District. Admin: Treasurer Fees Fees to County based on property tax revenue. (W) & (WW) Plant: Contract Labor Set Monthly Contract Rate. Water Reserve Fund and Reserve money set aside for future replacement of water Sewer Reserve Fund system and wastewater system PO Box 1002 GLENWOOD SPRINGS, CO 81602 TEL: (970)445-2144 119 BILLING: PO Box 326 GLENWOOD SPRINGS, CO 81602 TEL: (970)876-5008 ROARING FORK WATER & SANITATION DISTRICT NON-OPERATING BUDGET Tap Fees 15 taps projected for 2016. (5 Aspen Glen, 10 Ironbridge) i Water Reserve Fund Money from the Operating Budget (16) for Capital Water Reserve Funded purchases. Sewer Reserve Fund Money from the Operating Budget (17) for Capital Sewer Reserve Funded purchases. Debt Service Reimbursement of developer's portion of tap fees based on # taps projected (5 taps Aspen Glen, 10 taps Ironbridge) General Reserve Funded Capital Expenditures funded through General Reserves. WWTP: SCADA Controls Additional SCADA Controls at Coryell Wellhouse and Waste Pump at WWTP Water Reserve Funded Replacement projects funded through Water Reserve Account. (W) Lot Water Service Repair Repair damaged water service connections on lots where damages discovered through EPC review of District services (W) Hydrant Hydrant Repairs and Replacement. (Annual maintenance and Repairs/Replacement inspection is listed in the operating budget). Sewer Reserve Funded Replacement projects funded through Sewer Reserve Account. (S)Lot Sewer Service Repair J (S) Lift Station Updates (S) WWTP Influent Composite Sampler (S) River Bend Lift Station Pump and Controls (S) WWTP Blower Control Panel (W) (S) Reserve Location Study Surface Water Treatment Facility PO Box 1002 GLENWOOD'SPRINGS, CO 81602 TEL: (970)945-2144 Repair and/or locate damaged and missing Sewer Service connections on lots discovered through EPC review of District services Asset Management identified updates to lift stations. Includes possible installation of surge protection at key lift stations. Influent Composite Sampler Replace Pump and Controls at River Bend Lift Station Replace Blower Control Panel at Wastewater Plant Non -Operating Fund contribution to Water and Sewer Reserves to combine with Operating Fund to fully fund the Water and Sewer Reserves to 2016 allotment of $171,000 Water and $118,000 Sewer Determine possible sites for a surface water treatment facility BILLING: PO Box 326 GLENWOOD SPRINGS. CO 81602 TEL: (970)876-5008 $900,000.00 $800,000.00 $700,000.00 $600,000.00 $500,000.00 $400,000.00 $300,000.00 $200,000.00 $100,000.00 $1,000,000.00 $900,000.00 $800,000-00 $700,000.00 $600,000.00 $500,000.00 $400,000.00 $300,000.00 $200,000.00 $100,000.00 Operating Revenue 2012 2013 2014 2015 2016 e Water Income e Sewer Income Property Taxes Operating Expenditures 2012-2016 2012 2013 2014 2015 2016 Water Expenditures Sewer Expenditures ROARING FORK WATER & SANITATION DISTRICT RESOLUTION NO.4 SERIES OF 2015 RESOLUTION TO SET MILL LEVY A RESOLUTION LEVYING GENERAL PROPERTY TAXES FOR THE YEAR 2015, TO HELP DEFRAY THE COSTS OF GOVERNMENT FOR THE ROARING FORK WATER & SANITATION DISTRICT, GARFIELD COUNTY, COLORADO, FOR THE 2016 BUDGET YEAR. WHEREAS, the Board of Directors of the Roaring Fork Water & Sanitation District, has adopted the annual budget in accordance with the Local Government Budget Law, on November 17, 2015 and; WHEREAS, the amount of money necessary to balance the budget for general operating purposes from property tax revenue is $348,509, and; WHEREAS, the amount of money necessary to balance the budget for bonds and interest is $ -0-, and; WHEREAS, the 2015 valuation for assessment for the Roaring Fork Water & Sanitation District as certified by the Garfield County Assessor is $45,433,680 NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF 'DIRECTORS OF THE ROARING FORK WATER & SANITATION DISTRICT, GARFIELD COUNTY, COLORADO: Section 1. That for the purpose of meeting all general operating expenses of the Roaring Fork Water & Sanitation District during the 2016 budget year, there is hereby levied a tax of 7.4 mills upon each dollar of the total valuation for assessment of all taxable property within the District for the year 2015. Section 3. That the District Administrator is hereby authorized and directed to immediately certify to the County Commissioner of Garfield County, Colorado, the mill levies for the Roaring Fork Water & Sanitation District as hereinabove determined and set. ADOPTED, this 17t4 day of November 2015, by a unanimous vote of the Roaring Fork Water & Sanitation District Board of Directors. Attest: Nate Kaegebein President ra Geddes Vice President ROARING FORK WATER & SANITATION DISTRICT RESOLUTION NO.5 SERIES OF 2015 RESOLUTION TO ADOPT BUDGET A RESOLUTION SUMMARIZING EXPENDITURES AND REVENUES FOR EACH FUND AND ADOPTING A BUDGET FOR THE ROARING FORK WATER & SANITATION DISTRICT, GARFIELD COUNTY, COLORADO, FOR THE CALENDAR YEAR BEGINNING ON THE FIRST DAY OF ,JANUARY 2016 AND ENDING ON THE LAST DAY OF DECEMBER 2016. WHEREAS, the Board of Directors of the Roaring Fork Water & Sanitation District has appointed Tonya Uren, District Administrator, to prepare and submit a proposed budget to said governing body at the proper time; and WHEREAS, Tonya Uren, District Administrator, has submitted a proposed budget to this governing body on October 15, 2015, for its consideration, and; WHEREAS, upon due and proper notice, published or posted in accordance with the law, said proposed budget was open for inspection by the public at a designated place, a public hearing was held on November 17, 2015 and interested taxpayers were given the opportunity to file or register any objections to said proposed budget, and; WHEREAS, whatever increases may have been made in the expenditures, like increases were added to the revenues so that the budget remains in balance, as required by law. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF DIRECTORS OF THE ROARING FORK WATER & SANITATION DISTRICT, GARFIELD COUNTY, COLORADO: Section 1. That the budget as submitted, amended, and hereinabove summarized by fund, is hereby approved and adopted as the budget of the Roaring Fork Water & Sanitation District for the year stated above. Section 2. That the budget hereby approved and adopted shall be signed by the President and Vice President of the Board of Directors of the Roaring Fork Water & Sanitation District and made a part of the public records of the District. ADOPTED, this 17th day of November 2015, by a unanimous vote of the Roaring Fork Water & Sanitation District Board of Directors. Attest: Nate Kaegebein President t Bra Geddes Vice President ROARING FORD WATER & SANIITATION DIS'T'RICT RESOLUTION NO.6 SERIES OF 2015 RESOLUTION TO APPROPRIATE SUMS OF MONEY A RESOLUTION APPROPRIATING SUMS OF MONEY TO THE VARIOUS FUNDS AND SPENDING AGENCIES, IN THE AMOUNT AND FOR THE PURPOSE AS SET FORTH BELOW, FOR THE ROARING FORK WATER & SANITATION DISTRICT, GARFIELD COUNTY, COLORADO FOR THE 2016 BUDGET YEAR. WHEREAS, the Board of Directors has adopted the annual budget in accordance with the Local Government Budget Law, on November 17, 2015 and; WHEREAS, the Board of Directors has made provision therein for revenues in an amount equal to or greater than the total proposed expenditures as set forth in said budget, and; WHEREAS, it is not only required by law, but also necessary to appropriate the revenues provided in the budget to and for the purposes described below, thereby establishing a limitation on expenditures for the operations of the District. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF DIRECTORS OF THE ROARING FORK WATER & SANITATION DISTRICT, GARFIELD COUNTY, COLORADO: Section 1. That the following sums are hereby appropriated from the revenue of each fund, to each fund, for purposes stated: Current Water Operating Expenses $223,248 Current Sanitation Operating Expenses $392,043 Debt Service $ 43,125 Capital Outlay 81,500 TOTAL GENERAL FUND $739,918 ADOPTED, this 17'h day of November, 2015, by a unanimous vote of the Roaring Fork Water & Sanitation District Board of Directors. Attest: Nate Kaegebein Bra Geddes President Vice President ROARING FORK WATER SANITATION DISTRICT CERTIFICATION OF TAX LEVIES FOR THE 2016 BUDGET YEAR To: County Commissioners of Garfield County, Colorado. The Board of Directors of the Roaring Fork Water & Sanitation District hereby certifies the following mill levies to be extended upon the assessed valuation of $45,219,810 Submitted this date: December 11, 2015 PURPOSE LEVY REVENUE 1. General Operation Expenses 7.4 $334,626 2. Temporary Property Tax Crediffemporary Mill Levy Reduction n/a n/a SUBTOTAL 7.4 $334,626 3 General Obligation Bonds and Interest n/a n/a 4 Contractual Obligations Approved at Election n/a n/a 5 Capital Expenditures n/a n/a 6 Refunds/Abatements n/a n/a 7 Other (specify) n/a n/a GROSS TOTAL or NET TOTAL Contact Person: Tonya Uren Signed;'I'�-C.� cc: Garfield County Treasurer Garfield County Assessor Division of Local Government 7.4 $334,626 Phone: (970)945-2144 Title: District Administrator [This page was left blank intentionally.] Roaring Fork Water & Sanitation District May 2016 EXHIBIT K CARCO COMPREHENSIVE PLAN — WATER & SEWER SERVICES 5 Service Plan Amendment — SGM 96059A-92 15 [This page was left blank intentionally.] TABLE OF CONTENTS PREFACE CHAPTER 1: CHAPTER 2: CHAPTER 3: GLOSSARY INTRODUCTION FUTURE LAND USE PLAN ELEMENTS SECTION 7 - WATER AND SEWER SERVICES Issues: VISION High water quality has been preserved and enhanced through stringent regulation of waste water treatment and disposal as well as regulation of detrimental surface uses. CHAPTER 4: (AMENDING THE PLAN • Water is essential to all life in the watershed. Potential threats to water supply include, but are not limited to, climate change and drought cycles, oil shale production, urban development pressures, reservoirs and interbasin transfers. • The proliferation of On-site Wastewater Treatment System (OWTS), previously known as Individual Sewage Disposal System (ISDS), if not carefully monitored and maintained, has the potential to pollute surface and ground water. • Garfield County has an extensive supply of ground water, especially in the Flattops Wilderness Area and in the alluvial deposits of the Colorado and Roaring Fork Rivers. However, outside of these areas, in the areas where growth is likely to occur, ground water has only a moderate probability of being found, and when it is present, there are legal and regulatory restrictions on its availability for use. Thus, water will continue to be a significant consideration in determining where development should occur. Goals: 1. Ensure the provision of legal, adequate, dependable, cost-effective and environmentally sound sewer and water services for new development. GARFIELD COUNTY C� COMPREHENSIVE PLAN 2030 5J TABLE OF CONTENTS PREFACE CHAPTER 1: CHAPTER 2: FCHAPTER 3: ,I 'CHAPTER 4: GLOSSARY INTRODUCTION FUTURE LAND USE PLAN ELEMENTS AMENDING THE PLAN Policies: 5. Higher density development' , with 1. Development located adjacent to exception of conservation subdivision municipalities or sanitation districts in rural areas, should be located in with available capacity in their areas where central sewage treatment central water/sewer systems will be facilities are either currently available, encouraged to tie into these systems. or feasible in the future. 2. County will strongly discourage the Strategies and Actions: proliferation of private central water/ sewer systems. Special district 1. Work with existing special districts or metro districts should only be to coordinate their plans with county considered in rare circumstances and policies and plans. only after other option with municipal 2. Encourage special districts to expand governments are determined services to development of any new unfeasible after an objective review 11 centers" in the unincorporated areas. process. 3. Develop standards for OWTS that 3. Development proposals in rural areas will enable them to be used in cluster without existing central water and/or developments in rural areas. sewer systems are required to show 4. Include in LUDC water -conserving that legal, adequate, dependable and practices for development of 3 DUs or environmentally sound water/sewage more per acre. disposal facilities can be provided. 4. Require new development to mitigate impacts on existing water/sewer systems. Figure 32: Garfield County has significant Waae.6uPRh w»naPicur"ugn aPP.a..0 ground water resources, but it's accessibility is ' ".—IA"° ­d "Pn°"a .. generally limited in areas where development is rYF4olry Nigh QuaPq L '­ft gr.anewaar Rew ua f likely to occur (see Appendix G). Rno.n a.a.ry L aoanNty grountlwanrLauea,ahhoughMlph - Quaary Reaauroes onomr TyPFol4y Roor Quafiry L Quanihy 6rounQwaler LUPPtiea - •. 4 _ [ounry R=- — .�w, 1 s More than one (1) dwelling unit per one (1) acre, 60 GARFIELD COUNTY COMPREHENSIVE PLAN 2030 Roaring Fork Water & Sanitation District May 2016 EXHIBIT L EASTBANK ACQUISITION LETTER 5 Service Plan Amendment — SGM 96059A-92 16 [This page was left blank intentionally.] Roar-Ing Fork-ScboolDistrict 1405 Grand Ave. r 5 4 .w ,- Glenwood Springs, CO 81601P` , ^ = ;_ x° `' JU4140tonstall - Superintendent Phone: 970.384.6000 - `"��•;-..Shannon`Pelland - Asst. Superintendent Fax: 970.384.6005'." February 24, 2009 Garfield County Planning Commission 108 8`4 Street Glenwood Springs, CO 81601 Dear Commissioners. Pursuant to Section 22-32-124, C.R.S., please be advised that Roaring Fork School District is currently in negotiations relative to the acquisition of a parcel of real property generally known as Eastbank. The entire Eastbank parcel is approximately 110 acres, and the parties are currently attempting to define the boundaries of the parcel to be purchased by the school district to be comprised of approximately 35 acres. I have attached an exhibit to the real estate contract which provides a rough location of the parcel. Please don't hesitate to contact me should you have any questions or concerns. S- ely, Shannon Pelland Asst. Superintendent, Business Services Roaring Fork School District Re -1 Enc. GENERAL_ RELATIONSHIP TO THE COMPREHENSIVE PLAN The property is located within Study Area I which designates the property as "Medium Density Residential" on the Proposed Land Use Districts map which proposes properties in this area develop residentially at a density of 6 to c10 acres per dwelling unit. The proposal has been reviewed for conformance with or compatibility with the Comprehensive Plan. The review includes Comprehensive Plan land use goals, objectives, policies, programs, and methodology, in addition to the proposed land use map. The following section reviews the proposal against the County's Goals, Objectives, and Policies in the Comprehensive Plan of 2000 by topic. 1.0 PUBLIC PARTICIPATiON An integral part of County land use planning is the opportunity for citizens to he involved in all phases of the planning process. School District Response The District completely supports the County's efforts to give citizens opportunities to be involved in all phases of the planning process. We welcome being part of the process. We recognize that we do not make land use decisions, but are frequently a key component when new residential developments are being considered. Citizens usually ask where the children from a new development will be attending schools. We understand that comprehensive plans typically cannot designate school sites, but rather include standards for the amount of land necessary for the various schools (ie. elementary, middle, and high schools). The District and local government anticipate where future needs will occur and attempt to extract (or purchase) a site if the project is large enough, or in advance of development proposals in areas where growth is occurring. RFSD has worked with the communities and counties in its boundaries following such an approach. In updating our enrollment forecasts and school site planning last fall, the County Planning Office provided us with information regarding projects in the pipeline or already approved but not yet built out. Given this information, we must be proactive in preserving the opportunities remaining for future school sites. Land use dedication alone is not going to preserve adequate sites for the District. The County's land use approvals and densities, if developed, will create needs we cannot support with our existing schools. The District is only aware of two sites on the Highway 82 corridor between Glenwood and Carbondale that meet the District's adopted site standards. In planning for the future, it is essential that one or both of these sites be secured before they are lost to development. N- With enrollment growth outpacing projections completed in 1999 and 2003, acquiring sites for both an elementary and middle school to serve the Highway 82 corridor from Glenwood Springs to Cattle Creek is currently the District's top priority. The first site identified is the East Bank property. The second is at Cattle Creek Crossing. The proposed Cattle Creek Crossing development included acreage for an elementary school. With the East Bank site, the District will have adequate acreage to construct both an elementary and middle school should residential development not occur at Cattle Creek Crossing. The District welcomes community input into the design of all school sites. Schools constructed in 2006 included design teams comprised of many interested stakeholders. Community input forums were held in an effort to develop designs that were a reflection of each community, and which met as many community and neighborhood needs as possible. These forums included input from community leaders, parents, project neighbors, school staff, etc. and included input that ultimately affected everything from access points to road locations, parking lot designs to landscaping, building types to exterior finishes, etc. It is anticipated that a similar process will be utilized in the design of amenities to be located on this site. 2.0 HOUSING GOALS To provide all types of housing that ensures current and future residents equitable housing opportunities which are designed to provide safe, efficient residential structures that are compatible with and that protect the natural environment Housing at cost of no more than 30% of gross median income. Encourage mix of housing types within a development. [feed restrictions placed on the title to fix increase in value of a home. OBJECTIVES 2.1 To encourage adequate, integrated housing at a reasonable cost to residents throughout Garfield County. 2.2 To ensure construction of quality housing by continued enforcement of the County's building code. 2.3 Residential development should be designed and located to ensure compatibility with existing and future adjacent development. 2.4 The County should encourage the development of energy efficient design, including solar access. 2.5 Residential development should respect the natural characteristics of a particular site, including topography, vegetation, water features, geology and visual relationships with surrounding land uses and view sheds. 2.6 The County should coordinate efforts with the Garfield County Housing Authority and respective municipalities to foster regional housing goals. POLICIES 2.1 The County, through the development of regulations, shall provide for low and moderate income housing types by allowing for mixed multi -family and single-family housing in appropriate areas throughout the County. 2.2 To include an assessment of the impact of present and future subdivisions in both incorporated and unincorporated portions of the County during the subdivision review process. 2.3 Major access ways, topographic features, open space and other undeveloped land will be used to separate residential uses from industrial and commercial centers. 2.4 Solar orientation that allows for both passive and active design will be strongly encouraged in the design review process and will not be restricted by protective covenants. 2.5 The Garfield County Zoning Resolution will address the issue of potentially conflicting uses within each zoning designation that allows for residential and non-residential land uses. School District Response The District does not currently anticipate including a housing component in its development on this property. The District has begun discussions with the residential developer of the surrounding neighborhood regarding possible partnerships to provide workforce housing for District staff. 3.0 TRANSPORTATION GOALS Ensure that the County transportation system is safe, functional, appropriately designed to handle existing and future traffic levels and includes options for the use of modes other than the single -occupant automobile. Determine appropriate nodes and collector points for public transportation. OBJECTIVES 3.1 To encourage the development of a regional public transit system that respects the interaction between emerging land use patterns and travel behavior in the Valley. 3.2 To encourage the use of modes other than the automobile. 3.3 Proposed developments will be evaluated in terms of the ability of County roads to adequately handle the traffic generated by the proposal. 3.4 Proposed developments will include street designs that will reduce adverse impacts on adjacent land uses, respect natural topography and minimize driving hazards. 3.5 Proposed developments will provide a minimum number of access points on through streets and highway corridors. 3.7 Street extensions will be required to occur in a logical manner. POLICIES 3.2 Developments are encouraged to integrate bikeways, pedestrian circulation patterns and transit amenities into project design. 3.3 The project review process will include a preliminary assessment of the projected traffic impact associated with all commercial projects and residential projects greater than 54 dwelling units. 3.6 Development proposals will be required to mitigate traffic impacts on County roads proportional to the development's contribution to those impacts. Mitigation may include, but not be limited to the following: A. Physical roadway improvements; B. Intersection improvements; C. Transit amenities; D. Signage requirements; E. Alternative traffic flow designs; F. Funding mechanism to implement necessary mitigation. _School District Response The District recognizes the need to work with the residential developer of the surrounding property to ensure that impacts from all aspects of the entire East Bank development including commercial, residential, and school are considered in the design of streets interior to the project, as well as access points, and intersections serving the area. It is our understanding that a state highway access permit will be required for this project. Adequate, safe access is critical to future development of the school site. As part of its contract to purchase this property, the District is committed to developing agreements with the residential developer regarding infrastructure improvements including, but not limited to, streets and roads. Additionally, the District is committed to providing adequate trails and sidewalks to allow for safe pedestrian access within the school site. Proximity to the Rio Grande Bike trail is a plus for our proposed school site as it links to proposed residential developments up valley. Note that the site plan for the school site is subject to review and approval by state building authorities, and requires adequate vehicle and pedestrian access. 4.0 COMMERCIAL USES GOALS Garfield County will encourage the retention and expansion of convenient, viable and compatible commercial development capable of providing a wide variety of goods and services to serve the citizens of the County. Erasure that transportation modes and nodes are directly tied in with existing economic centers. OBJECTIVES 4.1 To ensure that commercial development is compatible with adjacent land uses and mitigate impacts identified during the plan review process. 4.3 Encourage the location of commercial development in appropriate areas that maximizes convenience to County residents. 4.4 Ensure that commercial development is conducive to safe and efficient traffic flow, reduces vehicular movements and encourages alternate transportation modes and the use of mass transit. 4.5 Ensure that the type, size and scope of commercial development are consistent with the long-term land use objectives of the County. POLICIES 4.1 Commercial development will be encouraged in areas where existing infrastructure (water and wastewater facilities) are currently available. 4.2 County zoning regulations regarding commercial development will be compatible with land use policies of adjacent jurisdictions. 4.3 Landscaping and screening will be required to address specific visual impacts of industrial and commercial development. 4.4 The project review process will include the identification and mitigation of transportation impacts related to commercial development. 4.6 Commercial projects fronting onto SN 82 will be required to provide transit amenities (bus turnouts, transit stops, etc.) when permanent transit service becomes available. These amenities will be coordinated with RFTA and CDOT. Staff Response Not applicable. The school district site will not include a commercial component. 5.0 RECREATION AND OPEN SPACE GOALS Interconnect trail system through the county with community trail systems. OBJECTIVES 5.1 Encourage the location of active recreational opportunities that are accessible to County residents. 5.2 The County will support and encourage the creation of open space, through the development and implementation of zoning, subdivision and PUD regulations designed to retain and enhance existing open space uses_ 5.4 Rafting and fishing access will be strongly encouraged during the development review process. 5.5 Visual corridors are considered an important physical attribute of the County and policies will reflect the need to carefully plan these areas. POLICIES 5. ? Developments that propose densities above one (1) dwelling unit per acre and exceed 50 dwelling units will be required to provide adequate recreational opportunities to serve the residents of the project. Alternatives for meeting this requirement will be defined in the Subdivision Regulations. 5.2 Important visual corridors will be identified and appropriate policies developed to address the retainment of open space areas that link communities in the County. 5.5 With the cooperation of the Division of Wildlife, developments proposed in areas next to streams or rivers with rafting or fishing potential should dedicate easements for public access to these areas. PROGRAMS 5.1 All developers are encouraged to provide recreational amenities within proposed developments. The county should impose its requirement of a dedication of park land or fee in -lieu -of as contained in the Subdivision Regulations in order to reserve sufficient park land to accommodate the recreational needs of the residents which the development will house. 5.2 Developers shall develop and adopt sufficient standards for: A. Setbacks from ridges mesas to ensure that sky -lining or reverse sky -lining do not occur; B. Building envelope designations that preserve visual corridors; C. Environmentally -sensitive or clustered development. School District Response The District's current contract for the purchase of the property calls for a deed restriction on 14 acres to remain as "open space" to be used for outdoor recreation purposes on a shared basis with the surrounding residential community. Such uses might include bail fields, outdoor playground areas, and trails. The District would maintain priority use of open space during the school year. Specifics of a shared use agreement, including responsibilities for installation of fields, ongoing maintenance, and use priorities, are yet to be developed. 5.OA OPEN SPACE AND TRAILS ISSUES Based on public workshops and the initial work of the Garfield County Open Space and Trails Committee, specific concerns regarding Open Space and Trails planning in the Roaring Fork Valley are as follows: That the retention of the rural landscape of the Roaring Fork Valley is a critical issue to residents and visitors; • The level of development in the Valley from 1991 to 1995 has resulted in the disappearance of historical agricultural land at a rate demanding immediate action on the part of the County; • Wildlife habitat is being negatively impacted due to growth pressure; ® Any policies regarding open space and trails must respect the property rights of land owners in the County and must be based on the concepts of just compensation and mutual benefit for landowners, residents and visitors of the Roaring Fork Valley. GOAL Garfield County shall develop, adopt and implement policies that preserve the rural landscape of the Roaring Fork Valley, existing agricultural uses, wildlife habitat and recreational opportunities in a mutually beneficial manner that respects the balance between private property rights and the needs of the community. OBJECTIVES 5.1A To ensure that existing agricultural uses are not adversely impacted by development approved by Garfield County; 5.2A To ensure that wildlife habitat is a component of the review process and reasonable mitigation measures are imposed on projects that negatively impact critical habitat; 5.24 Developers proposing projects located in areas defined as critical habitat by the Colorado Division of Wildlife Resource information System (WRiS) will be required to propose mitigational measures during the submittal of proposed projects. Mitigational measures shall include the following: 1. Fencing and dog restrictions consistent with DOW recommendations; 2. Avoidance of critical portions of the property, through the use of building envelope restrictions or cluster development concepts; 3. Conservation easements. The Board of County Commissioners shall have the authority to approve or reject proposed mitigation. Response It is the District's intent to allow continued agricultural use of the school site until such time as a school is constructed. 6.0 AGRICULTURE ISSUES Issues identified throughout the Comprehensive Plan process related to agricultural uses include the following: The rollover of agricultural land into more intense uses is accelerating in the County; • Historical agricultural lands are also those lands which present the least development constraints (geology, topography, water availability); As the rural areas of the County continue to develop, the need to ensure compatibility between these uses and active agricultural lands will intensify, ® A growing number of traditional agricultural lands can be expected to intensify into agricultural businesses, which may affect County land use policies designed for traditional ranching, grazing and crop production. GOAL To ensure that existing agricultural uses are allowed to continue in operation and compatibility issues are addressed during project review. Consider the use of Transfer of Development Rights. .loin farmers and ranchers together to develop a land use plan for agriculture. Consider land trusts and conservation easements. OBJECTIVES 6.1 Ensure the compatibility of development proposals with existing farms and ranches. 6.2 Ensure that active agricultural uses are buffered from higher -intensity adjacent uses. 6.3 Developments adjacent to agricultural uses should be reviewed in a manner that allows for flexibility in resolving compatibility conflicts with adjacent uses. POLICIES: 6.1 Agricultural land will be protected from infringement and associated impacts of higher -intensity land uses through the establishment of buffer areas between the agricultural use and the proposed project. 6.2 Densities greater than the underlying zoning will be discouraged if the proposed development would adversely affect the adjacent agricultural operations. 6.3 Clustered development will be strongly encouraged in areas that ,present potential incompatible uses. PROGRAMS 6.1 The Zoning Resolution, Subdivision and PUD Regulations will be amended to require a specifically defined buffer zone between agricultural lands and more intense uses. In addition, the updated Regulations will address density bonuses to encourage the retention of open space. 6.2 Adopt an appropriate Right to Farm and Ranch Policy. 6.3 Develop, distribute and use a Rural Living Handbook. 6.4 Designate buffer zones of at least 300 feet between farmed/ranched lands and residential lots unless a lesser amount can be demonstrated as a practical buffer. 6.5 Require developers to perform a specific analysis of potential impacts to agricultural lands and uses, and to propose mitigation measures. 6.6 Require developers/development to draft a specific mitigation plan to consider and to adopt practices which eliminate the spread of noxious weeds, maintain existing irrigation ditches (with specific provisions to assure water is not wasted or impeded) and impose proportionate costs of maintenance that are borne by the developer/development. This plan shall be required no later than at the subdivision stage. This plan shall require input/approval by the affected, agrarian landowner(s). 6.7 Encourage the developer or development to purchase a conservation easement, at fair value, from the adjacent agricultural interest, who can use this buffer zone for agricultural purposes when infeasible to maintain a 300 -foot buffer from agricultural land and uses. 6.8 Require that all Final Plats carry a plat note that notifies prospective lot owners that Garfield County has adopted a Ri4ht to Farm and Ranch Policy. and that copies of this policy are available from local, land title companies. 6.9 Require the identification and the mapping of federal land grazing permits (BLM and/or USFS). Staff Response Doesn't appear that this section would apply to RFSD 7.0 WATER AND SEWER SERVICES iSSUES • The proliferation of Individual Sewage Disposal Systems (ISDS) on individual sites should be carefully reviewed in terms of soil constraints and drainage characteristics of each site; High-density development, defined as exceeding one (1) dwelling unit per one (1) acre, should be located in areas where central sewage treatment facilities are either currently available, or feasible in the future. GOALS To ensure the provision of legal, adequate, dependable, cost-effective and environmentally sound sewer and water services for new development OBJECTIVES 7.1 Development in areas without existing central water and sewer service will be required to provide adequate and safe provisions for these services before project approval. 7.2 Development located adjacent to municipalities or sanitation districts with available capacity in their central waterlsewer systems will be strongly encouraged to tie into these systems. 7.3 Projects proposing the use of ISDS will be required to assess the site's capability to accommodate these systems prior to project approval. 7.4 Development will be required to mitigate the impact of the proposed project on existing water and sewer systems. 7.5 Garfield County will strongly discourage the proliferation of private water and sewer systems. 7.6 High-density development, defined as exceeding one (1) dwelling unit per one (1) acre, will be required to assess the potential of connecting into existing central water and sewer facilities. POLICIES 7.1 All development proposals in rural areas without existing central water and/or sewer systems will be required to show that legal, adequate, dependable and environmentally sound water and sewage disposal facilities can be provided before project approval. 7.2 Where logical, legal and economic extension of service lines from an existing water and/or sewage system can occur, the County will require development adjacent to or within a reasonable distance, to enter into the appropriate agreements to receive service. The burden of proof regarding logical, legal and economic constraints will be on the developer. 7.3 The County will require developers proposing ISDS to provide data that demonstrates to the County that the proposed site can accommodate these systems prior to project approval. 7.4 Where ISDS is not feasible, Garfield County will require a sewage disposal system approved by the State of Colorado. 7.5 High density development is considered urban in nature and requires appropriate services. Through the Zoning Resolution, Garfield County will strongly encourage high-density development to locate in areas where these services are available. School District Response It is our understanding that the developer of the surrounding residential area has included the needs of both the elementary and middle school in its request to be included in the Roaring Fork Water and Sanitation District (RFWSD). The District will continue to work with the developer and the RFWSD to ensure adequate water and sewer capacity to serve the needs of the schools. Additionally, the District's contract to acquire the property calls for an agreement to be established between the developer and the District with respect to infrastructure for water and sewer services. 8.0 NATURAL ENVIRONMENT ISSUES Issues related to the natural environment identified during the Comprehensive Plan process are as follows: • Tourism is an integral component of the economy of Garfield County. Therefore, it is essential that the planning process respect the natural environment that brings residents and visitors to the County, • The existing Management District Map, designed to address areas of minor, moderate, and severe environmental constraints, does not allow for specific hazards to be identified and mitigated, • Protection of air and water quality should be an essential component of the Comprehensive Plan and subsequent amendments to the Zoning Resolution and Subdivision Regulations, • Development should respect the natural contours and drainage patterns on each individual project site; • Important visual corridors should be identified and companion design guidelines regarding signage, setbacks, buffer areas and landscaping should be formally adopted and enforced by the County. GOALS Garfield County will encourage a land use pattern that recognizes the environmental sensitivity of the land, does not overburden the physical capacity of the land and is in the best interests of the health, safety and welfare of Garfield County. Enhancement of the river corridor. Protection of watersheds and flood plains. OBJECTIVES 8.1 The County of Garfield reserves the right to deny a project based on severe environmental constraints that endanger public health, safety or welfare. 8.2 Proposed projects will be required to recognize the physical features of the land and design projects in a manner that is compatible with the physical environment. 8.3 Garfield County will ensure that natural drainages are protected from alteration. 8.4 River -fronts and riparian areas are fragile components of the ecosystem and these areas require careful review in the planning process. 8.5 Development proposals will be required to address soil constraints unique to the proposed site. 8.6 Garfield County will ensure that natural, scenic and ecological resources and critical wildlife habitats are protected. 8.7 Development will be encouraged in areas with the least environmental constraints. POLICIES 8.1 Garfield County shall discourage and reserve the right to deny development in areas identified as having severe environmental constraints such as active landslides, debris flows, unstable slopes, bedrock slides, major mudflows, radioactive tailings, slopes over 25 percent, riparian areas and wetlands and projects proposed within the 100 year floodplain. 8.2 Garfield County shall discourage development proposals that require excessive vegetation removal, cut and fill areas or other physical modifications that will result in visual degradation or public safety concerns. 8.3 Natural drainage patterns will be preserved so the cumulative impact of public and private land use activities will not cause storm drainage and floodwater patterns to exceed the capacity of natural or constructed drainageways, or to subject other areas to an increased potential for damage due to flooding, erosion or sedimentation or result in pollution to streams, rivers or other natural bodies of water. 8.4 The County will require development with river frontage to address the issue through physical design in a way which will protect fragile wetlands and scenic resources and protect floodplains from encroachment. 8.5 The County will discourage development in areas where severe soil constraints cannot be adequately mitigated. 8.8 Garfield County will protect critical wildlife habitat needed by state and federally protected, threatened or endangered species. Development within these designations that cannot be designed, constructed and conducted so as to have a minimum adverse impact upon such habitat or these wildlife species, shall be discouraged; however, it is the intent of this policy, that no private landowner lose the ability to develop his/her land without fair compensation as a result of owning significant wildlife habitat. 8.7Garfleld County will require development on lands having moderate or minor environmental constraints to mitigate physical problems such as minor rockfalls, 17 to 24 percent slopes, minor mudflows, potential subsidence, high water tables, slow percolation, radioactive soils andlor corrosive and expansive soils. School District Response The District's site design will include storm water retention/detention. Additionally, the site includes significant cobble which lends itself to percolation of storm water. The District recognizes that the site includes moderate risk for sinkhole formation or subsidence, and low risk for collapsible soils. In order to mitigate these risks, the District will need to contract for a design -level geotech investigation including borings, test pits, and/or trenches. Facility designs will need to accommodate the findings of such investigations. 9.0 NATURAL RESOURCE EXTRACTIOiV ISSUES Primary issues concerning natural resource extraction identified during the Comprehensive Plan process include the following: • The relationship between previously approved mining operations and residential development has resulted in visual, noise and traffic compatibility issues; • The property rights of private property owners must be balanced with the rights of mineral lessees; • The County must be proactive in reacting to market conditions that will impact the level, location and scale of mineral extraction within the County; • Garfield County has significant mineral resources that has, and will continue to have, a considerable impact on the economic health of the County. GOAL Garfield County recognizes that under Colorado law, the surface and mineral interests have certain legal rights and privileges, including the right to extract and develop these interests, Furthermore, private property owners also have certain legal rights and privileges, including the right to have the mineral estate developed in a reasonable manner and to have adverse land use impacts mitigated. PROGRAMS 9.1 The Garfield County Zoning Resolution will be revised to reflect the Goals, Objectives and Policies regarding resource extraction. It is suggested subdivision developers obtain all subsurface rights (mineral rights) associated with the land proposed for subdivision prior to Final Plat approval. All mineral leases and owners of record of the platted property shall be identified on the Final Plat. Staff Response Doesn't apply to the RFSD 10.0 URBAN AREA OF INFLUENCE ISSUES: Primary issues identified during the summarized as follows. Comprehensive Plan process can be • County land use decisions, particularly those immediately adjacent to municipal boundaries have, in some cases, created compatibility problems; ® Due to the wide variety of Uses -by -Right within the County's current Zoning Resolution, planning staff has no discretionary review authority to prevent incompatibility situations with an adjacent municipality. GOALS Allow for comments on community impacts including cases which fall outside the community's sphere of influence. Promote development in and around existing communities. OBJECTIVES 90.2 Development that requires urban Services will be encouraged to locate in areas where these services are available. 10.5 Retain rural character outside of community limits. Staff Response This site is located within the 27mile statutory sphere of influence of Glenwood Springs. School District Response As previously stated, the District is reacting to existing or proposed land use decisions by the County in ensuring its ability to provide services to future residents by preserving sufficient land in the Highway 82 corridor. We understand that land use decisions are not our responsibility. Our responsibility is to deal with the impacts. [This page was left blank intentionally.] Roaring Fork Water & Sanitation District May 2016 EXHIBIT M RFWSD RULES AND REGULATIONS 5 Service Plan Amendment — SGM 96059A-92 17 [This page was left blank intentionally.] ROARING FORK WATER & SANITATION DISTRICT RULES AND REGULATIONS (Amended and Restated Effective February 20, 2007) Adopted by the Board of Directors at its regular meeting held February 20, 2007 ROARING FORK WATER AND SANITATION DISTRICT Rules and Regulations Amendments Roaring Fork Water & Sanitation District Rules and Regulations Amended and Restated Effective February 20, 2007 APPENDIX A - EQR Schedule APPENDIX B - Technical Specifications and Procedures APPENDIX C - Form Reimbursement Agreement ii Roaring Fork Water & Sanitation District Rules and Regulations Amended and Restated Effective February 20, 2007 TABLE OF CONTENTS ARTICLE 1 - General Page 1 ARTICLE 2 - Definitions Page 3 ARTICLE 3 - Ownership and Operation of Facilities Page 9 ARTICLE 4 - Use of District Water System Page 11 ARTICLE 5 - Use of District Sewer System Page 17 ARTICLE 6 - Application for Service Page 22 ARTICLE 7 - Fees and Charges Page 26 ARTICLE 8 - Main Line Extensions Page 31 ARTICLE 9 - Extension Fees and Reimbursements Page 36 ARTICLE 10 - Water Right Dedication Requirements Page 38 ARTICLE 11 - Raw Water Irrigation Page 41 APPENDIX A - EQR Schedule APPENDIX B - Technical Specifications and Procedures APPENDIX C - Form Reimbursement Agreement ii Roaring Fork Water & Sanitation District Rules and Regulations Amended and Restated Effective February 20, 2007 ARTICLE 1 1.00 - General .01- SCOPE: These Rules and Regulations shall govern the operations and functions of the Roaring Fork Water and Sanitation District. .02 - PURPOSE: The purpose of these Rules and Regulations is to provide for the administration and operation of the Water and Sewer Systems of the Roaring Fork Water and Sanitation District. .03- POLICY: The Rules and Regulations hereinafter set forth will serve the public in securing the health, safety, prosperity, security, and general welfare of the inhabitants of the Roaring Fork Water and Sanitation District. .04- PENALTY: Unless otherwise specifically stated in these rules and regulations, the penalty for violation of any of these Rules and Regulations shall be a fine of two hundred and fifty dollars ($250.00) for each day the violation continues. In addition, the violator shall be liable for reimbursement to the District of any and all actual costs and/or damages the District may incur as a result of the violation, including without limitation, legal and engineering fees. .05 - DISTRICT ACTION AT CUSTOMER EXPENSE: The Rules and Regulations of the District require District Customers to take certain actions at their own expense. In the event that a Customer fails or refuses to take such action, unless it is necessary for the District to act immediately to protect the health, safety, and welfare of the general public, the District shall mail a written notice to the Customer or the owner of the property on which District service is or will be received. The notice shall request that the required action be taken within the time specified in the applicable Rule or Regulation or, if no time is specified in the Rules and Regulations, then within a reasonable time as set forth in the notice. If the Customer still has not taken the required action within the allotted time, then the Customer shall be in violation of this section and shall be subject to the penalty provisions of Section 1.04, above. The District may, but is not obligated to, take the required action and bill the expense to the Customer. The District shall be entitled to pursue all remedies granted to it by these Rules and Regulations and Colorado law for collection of the amounts due to it for taking such required actions on behalf of the Customer. .06 - WAIVER FOR CAUSE: At its sole discretion, the Board of Directors may waive or modify any requirement, penalty, or liability for costs imposed by these Rules and Regulations. Such waiver or modification shall be only for good cause shown in a written application to the Board and must not cause the applicant or District to violate any federal, state, or local laws. Good cause shown shall include but not be limited to: (A) Evidence that strict enforcement of the requirement, penalty, or liability would result in severe hardship, financial or otherwise, which would outweigh the benefits to the District from such strict enforcement; or (B) Evidence that the applicant will provide or has provided a benefit or benefits to the District that will outweigh the positive impacts of strict enforcement. ARTICLE 1 Roaring Fork Water & Sanitation District Rules and Regulations Amended and Restated Effective February 20, 2007 .07- EFFECTIVE DATE: These Rules and Regulations as Amended and Restated effective February 20, 2007 shall be effective upon the stated date and shall govern and control the relationship between the District and its Customers from the date forward, subject to further amendments by the District. Reference herein to the Rules and Regulations shall mean these Rules and Regulations as Amended and Restated. .08- AMENDMENT: These Rules and Regulations may be amended at any time and such amendment shall be effective as prescribed by the Board at the time of such Amendment, and if not prescribed at the time of Amendment, the Amendment shall be effective immediately upon adoption by the District Board. .09- INSPECTION OR PURCHASE FEES: These Rules and Regulations shall be available to the public for inspection at the District's office, on the District's website (www.rfwsd.com), and at the offices of the Attorney for the District. A copy shall also be available for purchase at the District's cost of copy and assembly as determined from time to time by the District Board. End Article 1 2 ARTICLE 1 Roaring Fork Water & Sanitation District Rules and Regulations Amended and Restated Effective February 20, 2007 ARTIC'T,F 2 2.00 - Definitions Unless the context indicates otherwise, the meaning of terms used herein shall be as follows: .01 - ACTUAL COST: All direct costs applicable to the construction of a given facility, including surveys, construction, construction observation, preliminary and design engineering, inspection, administrative and legal costs, plan approval fees, as -built drawings, and other costs necessary for completion. .02 - APPURTENANT: Belonging to, accessory, or incident to, adjunct, appended or annexed to. .03 - AS -BUILT DRAWINGS: Accurate drawings representing the final installed location of water and/or sewer lines which have been installed in accordance with an agreement or understanding with the District, and further described in 3.04 of the Technical Specifications and Procedures of the District in Appendix B. .04 - AUTHORIZED REPRESENTATNE: A person employed or designated by the District who is authorized by the Board of Directors to conduct activities and other duties on behalf of the District. .05- BEDROOM: Any room in a building or other structure that is used predominantly for sleeping accommodations. .06- BOARD and BOARD OF DIRECTORS: The duly elected Board of Directors of the District, which acts as the governing body of the District. .07- BUILDING DRAIN: That part of the lowest horizontal piping of a building drainage system from the stack or horizontal branch, exclusive of storm sewer, extending to a point not less than five feet (5) outside of the building wall. .08 - COLLECTOR SEWER LINE: Any sewer line designed to collect the flow from two or more sewer service lines in a subdivision, planned unit development, or other defined residential, commercial, or industrial area, and to transport that collected flow to a sewer main. .09- CONNECTION: Any physical connection of a service line to a pre -approved stubout or a sewer main, regardless of whether water use actually commences at the time of connection, and regardless of whether the service line is connected to the structure to be served. .10 - CONTRACTOR: Any person, firm or corporation authorized by the District to perform work and to furnish materials within the District. .11- CONVEYANCE OF WATER RIGHTS: The legal process by which legal title to water rights to be dedicated is transferred to the District by appropriate deed. .12 - CUSTOMER: Any person, company, corporation or governmental authority or agency: (1) authorized to use water or connect to the District Sewer System under a permit issued by ARTICLE 2 Roaring Fork Water & Sanitation District Rules and Regulations 3 Amended and Restated Effective February 20, 2007 the Board of Directors; (2) owning EQRs under the Free Tap Program; or (3) owning EQRs purchased pursuant to a Prepaid Tap Agreement. .13- DEDICATION: An appropriation of an interest inland or water to some public use, made by the owner, and accepted for such use by or on behalf of the public. .14 - DEPOSIT: Cash, letters of credit, payment and/or performance bonds, or other security for performance, as required by these Rules and Regulations, or as approved by the Board in its sole discretion. .15- DEVELOPER: Any person who owns land and seeks to have the land served by the District, other than an individual Customer. .16- DISTRICT: The Roaring Fork Water and Sanitation District. .17 - DISTRICT ENGINEER: Person or firm that has contracted to do engineering work for the District. .18- DUPLEXES: Residential structures composed of two Single -Family Residential Units. .19- EQUIVALENT RESIDENTIAL UNIT (EQR): A standard of measurement used by the District in calculating fees and water dedication requirements, based on the amount of water used and/or consumed and sewage produced by a Single Family Residential Unit. .20- EVAPO-TRANSPIRATIVE SEWER: Any sewer system that processes or disposes of liquid or solid wastes by evaporation from the earth's surface to the atmosphere or by transpiration through plants. .21 - EXTENSIONS OF SERVICE: Any extension of the District's water utility for which a fee is assessed. .22 - HISTORICAL USE AFFIDAVIT: A document that sets forth the following information concerning a water right or rights proposed for dedication to the District: (A) The name(s) and address(es) of the owners of the water rights proposed for dedication; (B) A legal description of the land to be annexed or provided with the District's water service; (C) The total number of acres to be annexed or provided with the District's water service; (D) The total numbers of acres presently being irrigated and/or intended to remain in irrigation; (E) A copy of all decrees concerning all water rights appurtenant to the property and/or all water rights proposed for dedication; 4 ARTICLE 2 Roaring Fork Water & Sanitation District Rules and Regulations Amended and Restated Effective February 20, 2007 (F) A copy of any legal decree or judgment which affects the title of those water rights entered since the owner received title to the water rights appurtenant to the property and/or proposed for dedication; (G) A copy of the documents by which the owner receives title to the water rights appurtenant to the property and/or proposed for dedication; (H) A copy of all diversion records for the water rights proposed for dedication; and (I) The owner's statement as to the historical use of the water rights appurtenant to the property and/or proposed for dedication. .23- INCLUSIONS: The act of attaching, adding, joining, or uniting a parcel of land to the legal boundaries of the District. 24 - INTERCEPTOR or TRUNK LINE: A sewer line larger than eight inches (8") in size. .25 - IRRIGATED GREEN SPACE: Any lawn, garden, landscaped area, or open space irrigated by water from the District potable water system. .26 - KITCHEN: Any room used to cook, heat, or prepare food, as may be evidenced by the use or existence of the following items: sinks, refrigerators, places for food storage, stoves, ovens, microwave ovens, or hot plates. The Board reserves the right, in its discretion, to designate a given room as a kitchen; provided, however, that the existence of a stove, oven, or microwave oven within a room also containing a sink and refrigerator shall conclusively establish said room as a kitchen. .27 - LICENSED PLUMBER or PIPE LAYER: The person who has been bonded and provided a license to work by the State of Colorado. .28 - LINE CONNECTION AGREEMENT: An agreement between the District and a Customer which identifies the terms and conditions by which a Developer or Customer is permitted to connect to the District Water and/or Sewer System and receive water and/or sewer service therefrom. .29 - LINE EXTENSION AGREEMENT: An agreement between the District and a Customer which identifies the terms and conditions by which the parties agree to extend the District Water and/or Sewer System lines and permit the Customer to connect to the District Water and/or Sewer System and receive water and/or sewer service therefrom. .30 - LINE EXTENSION FEES: Fees charged by the District pursuant to Article 9 of these Rules and Regulations and determined by the Board of Directors, based on the size in acres of the property to be served by the new connection, the zoning of the property, the existing and potential uses of the property, the potential EQR demand from the property, and any other similar, relevant factors which the Board of Directors believes should be considered in arriving at an equitable reimbursement to the Developer. .31 - MANAGER OR ADMINISTRATOR: The person, if any, retained by the Board to administer and supervise the affairs of the District and its employees. ARTICLE 2 Roaring Fork Water & Sanitation District Rules and Regulations 5 Amended and Restated Effective February 20, 2007 32 - MAY is permissive. .33 - PERMIT: Written permission of the Board of Directors to connect to a public sewer and/or water main of the District pursuant to the Rules and Regulations of the District. .34- PERSON: Shall mean any individual, firm, company, society, corporation, association, partnership, group, or Developer. .35 - PLAT: A map or chart, prepared by a surveyor licensed by the State of Colorado, of a piece of land subdivided into lots with streets, alleys, roads, easements, and other such avenues of transportation delineated thereon and drawn to a scale. .36 - PREPAID TAP AGREEMENTS: Either Tap Purchase Agreements or System Development Fee Purchase Agreements, whereby certain Customers of the District have agreed to purchase a specified number of EQRs of service from the District over specified periods of time at specified prices. .37- PRE-TREATMENT FACILITIES: Structures, devices, or equipment approved by the District and installed for the purpose of removing harmful or prohibited substances from wastes discharged into a District sewer main. .38- RAW WATER: Water that has not been treated and is not fit for human consumption and that is primarily intended for irrigation uses. 39 - REPLAT: To make a change in an original plat. 40- SAMPLING: The collection of sewage and/or water samples for analysis. .41- SECONDARY RESIDENTIAL UNITS: Guest houses, separate apartments attached to Single Family Residential Units, and other separate residential units associated with Single Family Residential Units and containing their own separate kitchens. .42 - SEWAGE: Any liquid waste which may contain organic or inorganic material in suspension or solution originating from within residential, commercial, or industrial buildings, which is discharged into the District Sewer System. .43- SEWAGE TREATMENT WORKS: Those devices, facilities or locations to which the District sewage is conveyed by sewer mains for the purpose of reducing the pollution content and from which point the sewage effluent leaves the District's sewer facilities. .44- SEWER MAIN: A sewer line owned by the District and installed in a public street or special easement. .45 - SEWER SERVICE LINE: The pipe or line connecting the Customer's structure to the District's Sewer System and which is owned by the Customer from the Customer's structure to the Sewer Main. .46 - SEWER SYSTEM: All facilities owned by the District and used for collecting, pumping, treating, and disposing of sewage. ARTICLE 2 Roaring Fork Water & Sanitation District Rules and Regulations 6 Amended and Restated Effective February 20, 2007 47 - SHALL is mandatory. .48 - SINGLE FAMILY RESIDENTIAL UNIT: All single-family homes, individually - billed mobile homes, mobile homes on single lots, and mobile homes established as permanent residences which have no more than one (1) kitchen. .49- SUBDIVIDE: To separate a tract of land into two or more lots, tracts, parcels, sites, separate interests in common, condominium interests or other divisions for the purpose, whether immediate or future, of transfer of ownership, building, or other development, or for street use by reference to such subdivision or recorded plat thereof. .50 - SUFFICIENT LEGAL PRIORITY: Indicates that water rights proposed for dedication may reasonably be expected to provide a dependable water supply throughout the season of use in the amount for which they are decreed. In making this determination, factors to be considered shall include, but not be limited to, the adjudication date and appropriation date of the water rights, the decreed use or uses, the historic use of the water under the decree, the physical flow available, and the administration practices of the State Engineer. .51- TAP: The connection of a service line to a pre -approved stubout or a water and/or sewer main. .52- TAP FEE: The fee charged by the District for connecting to the District's lines, used to amortize the District's capital investment. .53- TESTING: The analysis of samples of waste water and/or water. .54 - TRANSFER OF WATER RIGHTS: The conveyance of legal title to water rights to the District, as well as all actions required under the laws of the State of Colorado to be brought in the Water Court to ensure that a dedication requirement is fulfilled. Such action may include, but is not limited to, a change in the type, place, or time of use, a change in the point of diversion, a change from a fixed point of diversion to alternate or supplemental points of diversion, a change from alternate or supplemental points of diversion to a fixed point of diversion, a change in the means of diversion, a change in the place of storage, a change from direct application to storage and subsequent application, a change from storage and subsequent application to direct application, a change from a fixed place of storage to alternate places of storage, or any combination such changes. The term includes transfer of conditional as well as absolute water rights. .55- USER: Any person to whom water and/or sewer service is served, whether renter, record owner, corporation, company, individual, etc. .56- VIOLATION: Any failure to follow, uphold, or comply with the requirements of these Rules and Regulations, intentionally or unintentionally, by act of commission or omission, whether or not the violator knew of the existence of the Rule or Regulation. Unless otherwise stated, each day that a Violation continues shall be considered a separate Violation, subject to the penalties which apply. .57- WATER MAIN: A waterline owned by the District and installed in a public street or special easement, including all structures to and including the curb stop valve. 7 ARTICLE 2 Roaring Fork Water & Sanitation District Rules and Regulations Amended and Restated Effective February 20, 2007 .58 - WATER RIGHT: A decreed right to use in accordance with its priority a certain portion of the waters of the State of Colorado by reason of appropriation. .59- WATER METER: A device owned by the Customer which measures the volume and flow of water from the District's Water System to the Customer's Structure and as more fully described in Article 4 of these Rules and Regulations. .60 - WATER SERVICE LINE: The pipe or line connecting the Customer's structure to the District's Water System and owned by the Customer. .61 - WATER SYSTEM: All facilities owned by the District and used for collecting, pumping, treating, and disposing of water. .62 - WATER WORKS: All facilities owned by the District for transporting, distributing, storing, pumping, treating or measuring water. .63 - XERISCAPING: A type of landscaping which emphasizes the conservation of water and the use of drought resistant native plants. End Article 2 ARTICLE 2 Roaring Fork Water & Sanitation District Rules and Regulations 8 Amended and Restated Effective February 20, 2007 ARTICLE 3 3.00 - Ownership and Operation of Facilities .01- POLICY: The District is a Colorado Special District, formed and functioning under the authority of C.R.S. §§ 32-1-101 et. seq. The District was created for the distribution of water for domestic and other uses, for the collection and treatment of sewage from District Customers, and for the maintenance, repair and replacement of all mains, hydrants, valves, and necessary service facilities. The District shall endeavor to plan for, capitalize and build adequate capital improvements as demand occurs, and shall operate and maintain the Districts' facilities in a sound and economical manner. It is the District's basic policy that all water and sewer mains and trunk or interceptor lines shall be public sewers and that service lines and taps shall be installed, owned and maintained by the Customer; provided, however, the District shall reserve and always have a right of access to such service lines, curb stops and other facilities as necessary to carry out its functions. The installation and maintenance and repair of the service line is the responsibility of the Customer. .02 - LIABILITY: No claim for damage shall be made against the District by reason of any of the following: breaking of any service or supply line, pipe, cock, or meter by any employee, contractor or subcontractor of the District; the unauthorized acts of any employee, contractor or subcontractor of the District; failure or interruption of water or sewer service or supply; shutting off or turning on water in the water mains; the making of connections or extensions; damage caused by water running or escaping from open or defective faucets; broken or frozen service pipes or other facilities not owned by the District; damage from an inoperative or failed fire hydrant; damage from fire protection systems including sprinklers installed in the Customer's structure(s) or damage to water heaters, boilers, or other appliances resulting from shutting water off, or from turning it on, or from inadequate, high, or fluctuating pressures; or for doing anything to the Water System of the District deemed necessary by the Board of Directors or its agents. Further, the District shall not be liable or responsible for the consequences of its failure or refusal to accept additional or new service which would exceed the capacity of the District's facilities. The District hereby reserves the right to cut off the water supply or disconnect the sewer service at any time, for any reason deemed appropriate including, but not limited to, any violation of these Rules and Regulations or Board policies as set forth in the District minutes. This paragraph shall not relieve the District from liability for negligence of its employees, contractors or subcontractors, if such liability would otherwise have existed. No claim for damage shall be made against the District by reason of the following: (A) Blockage in the system causing the backup of waste water; (B) Damage caused by "smoking" of lines to determine drainage connections to District lines; (C) Breakage of water and/or sewer mains or service lines by District personnel or third parties; or (D) Interruption of water and/or sewer service and the conditions resulting therefrom where said interruption of service is brought about by request of 9 ARTICLE 3 Roaring Fork Water & Sanitation District Rules and Regulations Amended and Restated Effective February 20, 2007 claimant, interruption of electrical service or by circumstances beyond the District's control. .03- OWNERSHIP: Upon acceptance, all existing and future water and/or sewer mains, connected with and forming an integral part of the District Water and Sewer Systems, shall become the property and responsibility of the District. Said ownership will remain valid whether the water and/or sewer mains are constructed, financed, paid for, or otherwise acquired by the District, or by other persons. That portion of all existing and future water service lines extending from the water main to and including the curb stop valve which shall be located as prescribed in Appendix B shall be the property of the District. That portion of the service line from the building to the curb stop valve shall be the property of the Customer. The Customer's obligation to bear the expense of installing and maintaining said water service line shall remain valid whether the service lines are constructed, financed, paid for, or otherwise acquired by the District or any other person. That portion of all existing and future sewer service lines extending from the main to each unit or building connected with and forming an integral part of the District Sewer System shall be and become the property of the Customer. The Customer's ownership of and responsibility to bear the expense of installing and maintaining said sewer service line shall exist whether the service lines are constructed, financed, paid for, or otherwise acquired by the District or by another person. Any provision herein to the contrary notwithstanding, the District reserves and shall at all times have a right of access to all service lines and other facilities necessary for the District to carry out its lawful functions. .04 - POWERS AND AUTHORITY OF AGENTS: The Manager/Administrator and other duly authorized representatives, agents or employees of the District, bearing proper credentials and identification, shall be permitted to enter upon all properties receiving water and/or sewer service from the District for the purpose of inspection, observations, measurement, sampling, and testing, or any other reasonable purpose in accordance with the provisions of these Rules and Regulations. The right of entry shall include the right by authorized District employees or agents to verify fixtures, bedrooms, irrigated areas, and install, read, or otherwise gather data from water meter(s) on a Customer's property in order to assist the District in analyzing individual sewage production by the Customer. In addition, upon request, a Customer shall provide the District with any applicable water meter records which document the Customer's water usage, and shall consent to the District obtaining the Customer's water meter records from applicable entities possessing such records. Such entry upon the property of Customers shall only be made after reasonable notice and during reasonable business hours. Subject to the above provisions, all owners and tenants of property connected to District Water and/or Sewer Systems shall be deemed to have agreed to entry onto such property for the purposes set forth. End Article 3 10 ARTICLE 3 Roaring Fork Water & Sanitation District Rules and Regulations Amended and Restated Effective February 20, 2007 ARTTCT V A 4.00 - Use of District Water System No person shall uncover, make any connection with or opening into, use, alter, or disturb any public water main or appurtenances without first obtaining a Tap Permit from the District. All installations for water service from the District shall be made in accordance with these Rules and Regulations, the specifications and procedures set forth in Appendix B, and all federal, state, county and local requirements. Every permanent connection to the District Water System must be inspected by a representative of the District before it is covered. The District shall receive at least forty-eight (48) hours' notice of such inspections and shall charge the fees set forth in Section 7.12 for such inspections. If a connection to the District Water System is covered before inspection, it must be excavated for inspection at the Customer's expense. The District will mail to the owner of the property on which the uninspected connection is located a written request that such connection be excavated for inspection. If the connection is not excavated for inspection within ten (10) days from the date the request is mailed, the District shall excavate and inspect the new connection at the owner's expense. .01- RESPONSIBILITIES OF THE CUSTOMER: Each Customer shall be responsible for maintaining that portion of the water service line extending from the curb valve to each unit or building. Each Customer shall also be responsible for ensuring that curb boxes remain accessible for inspection by the District or its Authorized Representative or agent. Leaks or breaks in such service line must be repaired by the Customer within seventy-two (72) hours after notification of such condition by the District. If satisfactory progress toward repairing the said leak has not been accomplished within such time period, the District's authorized representative may shut off the water service until the leaks or breaks have been repaired. The authority of the District or other appropriate water service provider to shut off a Customer's water service for such purposes shall be deemed consented to by the Customer at the time water and/or wastewater treatment service is provided by the District. Any provision herein to the contrary notwithstanding, the District may, but is not required to, take immediate steps to repair any service line, leak or break which the District determines, in its sole discretion, to constitute an emergency. In such event the District shall recover the cost of such repair from the Customer owning such service line. If the Customer fails to pay any costs for which the Customer is responsible within thirty (30) days of the District mailing notice thereof to the Customer, the District may take such action as is necessary to collect such costs, including the imposition and foreclosure of alien on the Customer's property, and the District shall be entitled to recover all costs of such collection, including reasonable attorneys' fees, late charges and interest. All persons having boilers and/or other appliances on their premises depending on pressure or water or on a continual supply of water shall provide, at their own expense, suitable safety devices to protect themselves and their property against a stoppage of water supply or loss of pressure. .02 - PROTECTION FROM DAMAGE; VIOLATIONS OF RULES AND REGULATIONS: No person shall break, damage, destroy, uncover, deface or tamper with any portion of the District Water System. Any person who shall violate the provisions of this section may be charged pursuant to applicable state statute or local regulation, and upon conviction thereof shall be fined in an amount as established by the court for each violation. In addition to other penalties expressly provided in these Rules and Regulations, any person violating this section of the Rules and Regulations shall also be subject to a fine of five hundred dollars ($500.00) per occurrence. 11 ARTICLE 4 Roaring Fork Water & Sanitation District Rules and Regulations Amended and Restated Effective February 20, 2007 Any person violating any of the provisions of these Rules and Regulations shall, in addition to any and all other remedies and penalties provided for herein or at law or equity, become liable to the Board for any expense, loss or damage occasioned by reason of such violation, including attorneys' and engineering fees and costs. .03 - WATER METERS: A primary water meter as described herein shall be required for each dwelling unit receiving water from the District: (A) Primary Water Meters: Prior to the receipt of water service from the District, the Customer must install, at his or her expense, a primary volumetric water flow meter. The meter and installation shall meet the specifications and procedures set forth in Appendix B. Each Customer shall be responsible for the repair and maintenance of his or her meter and any defective or inoperable meter shall be repaired within fourteen (14) days following discovery of the need of such repair. If a meter cannot be read for any reason, the Customer will be charged the greater of either a flat rate of one hundred dollars ($100.00) per month per EQR; or a standard rate based upon average monthly water use as determined by the District at its sole discretion for any month in which a meter is found defective or inoperable. The Customer can return to a meter rate once the meter is fixed and inspected and approved by the District. The District shall, in its sole discretion, elect which billing method to use. In the event a defective meter is not repaired or replaced by a Customer within the 14 day period as provided, the District may invoke the procedure set forth in Section 7.16 hereof to suspend or revoke service pending repair or replacement of the defective meter. (B) Inspection: All new water meters must be installed per specifications and inspected by an Authorized Representative of the District. The Customer must notify the District within fourteen (14) days of being issued a Certificate of Occupancy to schedule an inspection of the meter. Until such time as the meter is inspected, the Customer will be charged the greater of either a flat rate of one hundred dollars ($100.00) per month per EQR from the date the Certificate of Occupancy is issued; or a standard rate based upon average monthly water use of customers with similar EQRs as determined by the District. The District shall, in its sole discretion, elect which billing method to use. In the event an inspection is not scheduled within 14 days, the District may invoke the procedure set forth in Section 7.16 hereof to suspend or revoke service pending inspection of the new meter. (C) Sub -Meters: Subject to the sub -meter requirement contained in subsection (F), below, Customers may install sub -meters for their own use. A sub -meter is any meter whose flow reading constitutes a portion of the flow reading of a primary water meter. Customers may install sub -meters for any lawful purpose at their own expense. Customers are fully responsible for any damage to the Water System or water leakage resulting from the installation of a sub -meter. No sub- meter shall be installed on the supply side of the primary water meter. The supply side shall mean in this context any point on the service line or the District line closer to the source of District water than the primary water meter. Customers desiring to install additional water meters on the supply side of 12 ARTICLE 4 Roaring Fork Water & Sanitation District Rules and Regulations Amended and Restated Effective February 20, 2007 their primary water meter to service a property or portion of a property to which a meter reading already applies, or would apply, must apply for additional water taps, creating additional primary meters. Regardless, of the number of sub -meters or their respective readings, Customer water on the Water System as part of the installation of a sub -meter shall comply with the District Rules and Regulations, including without limitation Appendix B, except that, subject to the requirements of subsection (F), remote readout shall not be required on sub -meters. (D) Notification: In the event a Customer elects to install a sub -meter, the District shall be so informed in writing prior to the installation and the location of any proposed readout of the sub -meter shall be reviewed and approved by the District to avoid confusion with the primary meter. All sub -meters shall be clearly labeled as sub -meters. (E) Readings: The District shall be under no obligation to read or record sub- meter readings, but the District may in its own discretion do so. Normally sub - meters shall not be read by the District. (F) Car Washes: All car washes that are part of a larger service station or structure, or otherwise are not equipped with a separate, primary water flow meter, shall have installed a sub -meter, by which water flow to the car wash can be separately metered. A remote readout shall be installed with all car wash sub - meters. The installation of car wash sub -meters shall comply with the District Rules and Regulations, including, without limitation, the requirements of Appendix B. The Customer shall be responsible for the repair and maintenance of his or her car wash sub -meter and any defective or inoperable sub -meter shall be repaired or replaced within thirty (30) days following discovery or notice from the District of the need of such repair. In the event a defective car wash sub -meter is not repaired or replaced by a Customer within the 30 -day period, as provided, such repair or replacement may be completed by the District and the cost thereof charged to the Customer. All car washes included within the District after the effective date of these Rules and Regulations which are not in compliance with the requirements of this subsection (F), shall have until the first of the following events occurs: (1) the car wash is sold; or (2) the expiration of five years from the date of inclusion to comply with the requirements of this subsection (F) for separate water metering. .04 - BACKFLOW PREVENTION DEVICES: All water service installations, shall include backflow/cross connection prevention devices. Such devices shall be installed in accordance with Chapter X of the District Specifications and Procedures set forth in Appendix B and in accordance with the most recently adopted building code of the applicable governing jurisdiction. The Customer shall notify the District within 14 days of being issued a Certificate of Occupancy to schedule an inspection of the device. As of January 7, 2004, new water service installations will be inspected by an Authorized Representative for compliance with the District's requirements for backflow prevention and shall be tested annually by a certified backflow technician contained on the District's list of certified technicians and shall be available upon request. All water service installations installed prior ARTICLE 4 Roaring Fork Water & Sanitation District Rules and Regulations 13 Amended and Restated Effective February 20, 2007 to February 20, 2007 without a backflow/cross connection prevention device, are required to install said device in accordance with this section within ninety (90) days of being provided written notice from the District, which device shall be inspected by the District. In the event an inspection is not scheduled within 14 days, the District may invoke the procedure set forth in Section 7.16 hereof to suspend or revoke service pending inspection of the backflow/cross connection prevention device. .05 - PRESSURE REDUCING VALVES: All Customers, if required by applicable law, code or regulation, shall install a pressure reducing valve at the water meter location in accordance with Appendix B and any applicable code or regulation. All Customers shall determine County Building Code requirements for such valves. The Board of Directors of the District may, at its discretion, waive the requirements under this section. .06- RAIN SENSORS: Effective January 2005, all new Customers who use the District's potable water for outdoor irrigation uses are required to install a Hunter Wireless Rain-Clik Rain Sensor, or other similar sensor as may be determined by the District, which will interrupt the cycle of an automatic irrigation system controller when a specific amount of rainfall has occurred. Such sensor shall be available for inspection by an Authorized Representative of the District. .07 - IRRIGATION OF COMMON AREAS, OPEN SPACE, PARKS, VACANT LAND: Connections to the District potable Water System for the purposes of irrigating parks, open spaces, vacant land surrounding any structure connected to District lines, and common areas in subdivisions containing Single Family Residential Units or Duplexes, shall be subject to all Rules and Regulations of the District. Those Rules and Regulations include the requirements of applications for service, water rights dedications, and metering; penalties for unauthorized connections; and charges for Tap Fees, Line Extension Fees, inspection fees, and service charges. Tap Fees for such connections shall be calculated in accordance with Section (D)(1) of the EQR schedule at Appendix A. Service charges shall be calculated pursuant to Section 7.06 of these Rules and Regulations. .08 - USE OF WATER FROM DISTRICT HYDRANTS - FIRE FIGHTING AND TESTING: Water from District hydrants may be used for fire fighting or testing, on the following conditions: (A) For purposes of testing of a District hydrant, the user must give prior notice to the District of the time, place, approximate amount of water to be used, and method to be used for measuring the water. The user shall measure the water used with a hydrant meter. A hydrant valve and meter, provided by the District, must be used so that the main hydrant valve is not repeatedly opened and closed. (B) When water from the District hydrants is used by the Carbondale and Rural Fire Protection District, any other fire protection entity, or any person for fire fighting purposes, the person or fire protection entity shall provide the District with an estimate of the total gallons of water used and the name and address of the property owner for whose benefit the water was used. The property owner may be required to reimburse the District for the cost of all water used for fire fighting purposes. 09- USE OF WATER FROM DISTRICT HYDRANTS -OTHER USES: Water from District hydrants may be used for other uses including construction uses and dust suppression, upon 14 ARTICLE 4 Roaring Fork Water & Sanitation District Rules and Regulations Amended and Restated Effective February 20, 2007 the following conditions: (A) Water for construction or other purposes may be taken only from one or more fire hydrants designated by the District especially for such purposes, and only upon the terms and conditions specified by the District in connection with the designation of the hydrant(s). Any person wishing to take water from a fire hydrant must first contact to the District to determine which hydrant may be used for the intended purpose and set up an account with the District for such purposes. Any person who uses water from District hydrants without authorization, or who fails to comply with the rules set out in this section, shall be subject to the remedies of the District set out in Section 7.15 of these Rules and Regulations, including a fine of five hundred dollars ($500.00) per unauthorized use. (B) The user must give prior notice to the District of the time, place, approximate amount of water to be used, and method to be used for measuring the water. The user shall measure the water used with a hydrant meter. A hydrant valve and meter, provided by the District, must be used so that the main hydrant valve is not repeatedly opened and closed. (C) Within five days after completion of the use of water from District hydrants, the user or Customer shall submit a complete accounting of the use, along with full payment, to the District either by filling out a form located at the hydrant or contacting the District Office. The price for water used from District hydrants shall be calculated pursuant to Section 7.06 of these Rules and Regulations. 10- WATER USE RESTRICTIONS: (A) The District shall have the authority to impose voluntary and/or mandatory water use restrictions. Notice of the implementation of any such water restrictions, and the terms thereof, shall be given to District Customers, by published notice in a newspaper of general circulation within the District or by first class mail, postage prepaid. Upon implementation of any water use restrictions, all commercial and residential Customers of the District shall comply with the adopted watering schedule for lawn and water irrigation from the District's system. Customers with newly installed landscaping may be exempted from the watering schedule upon the application for and approval of a special permit by the District, for a fee of fifteen dollars ($15.00). The District Administrator is authorized to review and approve special permit applications. Special permits for newly sodded lawns, new trees and gardens will not exceed fourteen (14) consecutive days. Special permits for newly seeded lawns will not exceed twenty-five (25) consecutive days. Special permit holders are subject to the watering hour restrictions set forth herein. (B) Penalties. Any violation of any adopted water use restriction (watering on the wrong day or time) subjects the offender to the following penalties: (i) First Violation: Written warning. ARTICLE 4 Roaring Fork Water & Sanitation District Rules and Regulations 15 Amended and Restated Effective February 20, 2007 (ii) Second Violation: $ 25 fine. (iii) Third Violation: $ 50 fine. (iv) Fourth Violation: $100 fine. (v) Fifth Violation: $500 fine. Successive violations are determined per irrigation season, and not from year to year. Upon discovery of a violation, the District shall provide the Customer with written notice of the violation and assessment of a penalty, if applicable, by certified mail, except notice of a first violation will be sent by regular mail. After a notice of a violation has been given, each day of continued violation is a separate offense. Penalties may be imposed by any of the District's employees or consultants, and payment of penalties is due within thirty (30) days of the date of mailing the notice thereof by the District, unless a written appeal is filed with the Board of Directors within said thirty days. The decision of the Board of Directors on appeals shall be final. Until paid, all penalties imposed hereunder constitute a perpetual lien against the subject property pursuant to Section 7.13 of the District's Rules and Regulations and C.R.S. § 32-1-10010, which lien may be foreclosed in the manner provided by law for foreclosure of mechanics liens. (C) Emergency Curtailment: In the event of an emergency, the Board shall have the authority to restrict any or all of the following (in any order deemed appropriate by the Board): (i) Any and all outside water use; (ii) Car washes; (iii) High volume water users; (iv) All commercial water use; (v) All residential water use, according to schedule set forth in A and B above; In the event an emergency is declared and the, provisions are implemented, the enalties and procedures set forth in subsection B apply; provided, however, the penalties will be doubled. End Article 4 ARTICLE 4 Roaring Fork Water & Sanitation District Rules and Regulations 16 Amended and Restated Effective February 20, 2007 ARTTCT V A 5.00 - Use of District Sewer System No unauthorized person or entity shall uncover, make any connection with or opening into, use, discharge into, alter, or disturb any sewer main or appurtenance without first obtaining a written permit from the District. All installations for sewer service from the District shall be made in accordance with these Rules and Regulations, the specifications and procedures set forth in Appendix B, and all federal, state, county and local requirements. All work upon or in connection with any portion of the District Sewage System or any service lines or facilities which connect to thereto shall be by a contractor of Public Health and Environment and these Rules and Regulations. Every permanent connection to the District Sewer System must be inspected by a representative of the District before it is covered. The District shall charge the fees set forth in Section 7.12 for such inspections, which shall be performed upon receipt of at least forty-eight (48) hours' notice to the District. If a permanent connection to the District Sewer System is covered before inspection, it must be excavated for inspection at the Customer's expense. The District will mail to the owner of the property on which the uninspected connection is located a written request that the connection be excavated for inspection. If the connection is not excavated for inspection within ten (10) days after such request is sent, the District will excavate and inspect the connection at the owner's expense. .01- RESPONSIBILITIES OF THE CUSTOMER: Each Customer shall be responsible for maintaining the entire length of the service line serving his or her property and ensuring that sewer cleanouts remain accessible for inspection by the District's Authorized Representative. Leaks, stoppage, or breaks in such service line must be repaired by the Customer within seventy-two (72) hours after notification of such condition by the District. If satisfactory progress toward repairing said leak, stoppage, or break has not been completed within such time period, the District's authorized representative may shut off the Customer's water service until the sewer leaks, stoppage, or breaks have been repaired. The authority of the District or other appropriate water service provider to shut off a Customer's water service for such purposes shall be deemed consented to by the Customer at the time water and/or wastewater treatment service is provided by the District. Any provision herein to the contrary notwithstanding, the District may, but is not required to, take immediate steps to repair any service line leak, stoppage or break which the District, may, but is not required to, take immediate steps to repair any service line leak, stoppage or break which the District, in its sole discretion, considers to constitute a health hazard or emergency. In such event, the District shall recover the cost of such repair from the Customer owning such service line. If the Customer fails to pay any costs for which the Customer is responsible within thirty (30) days of the District mailing notice thereof to the Customer, the District may take such action as is necessary to collect such costs, including the imposition and foreclosure of a lien on the Customer's property, and the District shall be entitled to recover all costs of such collection, including reasonable attorneys' fees and costs. .02 - DISCHARGE RESTRICTIONS - GENERAL: Except as hereinafter provided, no person shall discharge, or cause to be discharged, to any sewer main, any waste prohibited by these Rules and Regulations, or any harmful waters or wastes, whether liquid, solid, or gas, capable of causing obstruction to the flow in sewer lines, damage or hazard to structures, equipment or personnel of the sewage works; inhibiting the biological activity in the waste water treatment facilities; otherwise interfering with the proper operation of the sewage works; constituting a hazard through exposure to the District sewer effluent; or causing the District to be in violation of federal, state or local laws. .03 - DISCHARGE RESTRICTIONS - PROHIBITED WASTES: Any person or entity 17 ARTICLE 5 Roaring Fork Water & Sanitation District Rules and Regulations Amended and Restated Effective February 20, 2007 found to be discharging the wastes prohibited by this section shall be fined five hundred dollars ($500.00) for each day such prohibited discharge continues and for each subsection violated, along with all other remedies available at law or equity, including damages, attorneys' fees and costs. No person or entity shall discharge or cause to be discharged into the District Sewer System the following wastes: (A) Water from storm drains, roof drains, window well drains, drainage collection systems, foundation drains, sumps, surface runoff, sub -surface drainage, or cooling processes. (B) Any oil, grease, or other similar petroleum product which is not water soluble. Such prohibited wastes shall include diluted wastes of such nature, including but not limited to, water or wastes containing grease, oil, hydrocarbons, fatty acids, soaps, fats, or waxes which exceed 50 mg/1 as determined by solvent (Freon) extraction. (C) Explosive materials, including but not limited to, gasoline, kerosene, naphtha, benzene, toluene, xylene, ethers, alcohols, ketones, aldehydes, peroxides, chlorates, perchlorates, bromates, carbides, hydrides and sulfides. Such limitation shall additionally include any waste capable of raising the Lower Explosive Limit (L.E.L.) of the ambient atmosphere in any sewer to five percent (5%) for any two (2) successive readings or to ten percent (10%) for any single reading on an explosion hazard meter. (D) Any solid or viscous substance in quantities or sizes capable of causing obstruction to the flow in the sewer lines or other interference with the proper operation or the District Sewer System, such as, but not limited to, ashes, cinders, sand, mud, straw, shavings, metal, glass, rags, feathers, tar, plastic, wood, unground garbage, whole blood, cattle manure, hair and fleshings, entrails, grit, brick, cement, onyx, carbide, and shredded or whole paper products other than tissue, toilet paper, and other products intended for toilet disposal. (E) Any waste having a temperature higher than one hundred fifty (150°) degrees Fahrenheit (66°C). (F) Any waste having a Ph value lower than 5.5 or greater than 9.0. (G) Any toxic substance, or substance requiring pretreatment, as those terms are defined in 40 Code of Federal Regulations § 403, as amended from time to time, unless otherwise covered under this section. (H) Any radioactive wastes or isotopes. (I) Any noxious or malodorous substance capable of creating a public nuisance. (J) Any wastes having a color concentration in excess of thirty (30) color units, based on the Platinum Cobalt Scale. ARTICLE 5 Roaring Fork Water & Sanitation District Rules and Regulations 18 Amended and Restated Effective February 20, 2007 (K) Any wastes having a flash point lower than one hundred eighty-seven degrees Fahrenheit (187°F) (86°C) as determined by the Tagliabue (Tag.) closed -cup method. (L) Any waste having a five (5) day Biochemical Oxygen Demand which may contain more than 1,000 parts per million by weight as averaged during any twelve (12) hour period. (M) Any wastes containing phenolic compounds over 5 mg/1 expressed as phenol. (N) Any cyanides or compounds capable of liberating hydrogen cyanide in excess of 1 mg/1 expressed as hydrogen cyanide from any individual outlet. (0) Any wastes containing sulfides over 3 mg/1 expressed as hydrogen sulfide. (P) Any wastes containing toxic or poisonous substances having a twenty-four (24) hour proportionate composite sample concentration, at point of discharge, in excess of the following: 1. Total Chromium as Cr 7.5 mg/l 2. Copper as Cu 4.5 mg/l 3. Nickel as Ni 15.0 mg/l 4. Cadmium as Cd 1.2 mg/1 5. Zinc as Zn 12.0 mg/1 6. Iron as Fe 15.0 mg/1 7. Lead as Pb 15.0 mg/1 8. Arsenic as As 0.25 mg/l 9. Manganese as Mn 0.25 mg/1 10. Selenium as Se 0.05 mg/1 11. Silver as Ag 0.25 mg/l 12. Mercury as Hg 0.10 mg/1 (Q) Any waste that would cause a violation of the District's Discharge Permit. (R) Floor drains and garage drains shall not be discharged into sanitary sewers. �Ifflm 7(.bliftG� Z" KWi�/:IYI.� .`] YL /11 :SII:�YJI_Y_[�7.�rJI:11Y[�7►j[►`j►�yC�IYl1.iYlY�lYT:1 District Tap Permit allows discharge into the District Sewer System, through a specified sewer tap, of sewage not otherwise restricted or prohibited by these Rules and Regulations. Discharges of swimming pool water or hot tub water, must be specifically authorized by the District Administrator, Tap Permit or other written permit. The Tap Permit for swimming pools or hot tubs shall specify the hours when such pools may be drained into the District Sewer System, and may include limits on the amount of chlorine (expressed as mg/1) in such discharge. .05- DISCHARGE RESTRICTIONS - SPECIAL REVIEW: On written application from a Customer, the Board of Directors may, at its discretion, specially review a request to discharge into the District Sewer System any waste otherwise prohibited under this Article. Said written application shall include an analysis of the types, amounts, concentrations, and times of discharge of each prohibited waste, and an analysis of the impact of such discharge on the District Sewer System, ARTICLE 5 Roaring Fork Water & Sanitation District Rules and Regulations 19 Amended and Restated Effective February 20, 2007 including the District's sewer effluent. After consultation with the District Engineer, the Board may allow discharge of the prohibited waste, provided such discharge does not violate, or cause the District to violate, federal, state, county or local laws. If approved, the Board may prescribe the times, places, concentrations, total amounts, fees and charges, and any other conditions under which such prohibited waste may be discharged. When necessary in the opinion of the Board, the Customer shall provide, at his or her expense, such pretreatment facilities as may be necessary to treat such prohibited waste prior to discharge to the sewer main. Plans, specifications, and any other pertinent information relating to proposed pretreatment facilities shall be submitted for the approval of the District and of the State Board of Health, and no construction of such facilities shall be commenced until such approval is obtained in writing. Where pretreatment facilities are provided for any prohibited waste, they shall be maintained in continuously efficient operation by the Customer, at his or her own expense. When required by the District, the Customer served by a service line carrying prohibited wastes shall install and maintain, at his or her expense, a suitable control access hole in the service line to facilitate observation, sampling and measurement of the wastes. The access hole shall be installed by the Customer and maintained at the Customer's expense. In the event that no special access hole has been required, the control access hole shall be considered to be the nearest down -stream access hole in the sewer main to the point at which the service line is connected. Grease, oil and sand interceptors of a design set forth in Appendix B or the Uniform Building Code as adopted by the relevant local jurisdiction shall be provided when, in the opinion of the Board, or its designated representative, they are necessary for the proper handling of prohibited waste or liquid wastes containing grease in excessive amount, or any flammable wastes, sand and other harmful ingredients. However, such interceptors shall not be required for dwelling units, unless such waste is generated by said units. Where installed, they shall be maintained by the Customer, at his or her expense, in continuously efficient operation at all times. All measurements, tests, and analysis of the characteristics of waters and wastes shall be determined in accordance with "Standard Methods for the Examination of Water and Waste Water," latest edition, and shall be determined at the control access hole, or upon suitable samples taken at said control access hole. Test results shall be available to the Customer at the District office. .06- DISCHARGE RESTRICTIONS -PORTABLE TOILET WASTES: No person or entity shall discharge portable toilet wastes, discharges from recreational vehicles, pumped septic wastes or other septage into the District Sewer System. .07 - GREASE TRAPS, OIL SEPARATORS REQUIRED: Certain dischargers shall be required to install grease traps or oil separators as part of their connection to the District Sewer System, as detailed in the specifications and procedures set forth in Chapter XI of Appendix B. .08 - PROTECTION FROM DAMAGE; VIOLATIONS OF RULES AND REGULATIONS: No person shall break, damage, destroy, uncover, deface or tamper with any portion of the District Sewer System. Any person who shall violate the provisions of this section may be charged pursuant to applicable state statute or local regulation, and upon conviction thereof, shall be fined in an amount as established by the court for each violation. Any person violating this section of the Rules and Regulations shall also be subject to a fine of five hundred dollars ($500.00) per occurrence, in addition to other penalties expressly provided in these Rules and Regulations. ARTICLE 5 Roaring Fork Water & Sanitation District Rules and Regulations 20 Amended and Restated Effective February 20, 2007 Any person violating this section of the Rules and Regulations shall, in addition to any and all other remedies and penalties provided for herein or at law or equity, become liable to the Board for any expense, loss or damage occasioned by reasons of such violation, including attorneys' and engineering fees and costs. End Article 5 21 ARTICLE 5 Roaring Fork Water & Sanitation District Rules and Regulations Amended and Restated Effective February 20, 2007 ARTICLE 6 6.00 - Application for Service .01- INCLUSION: Except as hereafter provided, or in accordance with an Out -of -District Sewer Service Agreement included within the District Service Plan, and subject to these Rules and Regulations, service shall be provided only to persons whose property is included within the District. It shall be incumbent upon the applicant to furnish satisfactory evidence of inclusion whenever such evidence is requested by the District. Evidence shall consist of a tax receipt, or certificate in lieu thereof, received from and signed by the County Treasurer. The District shall determine in its discretion whether satisfactory evidence of inclusion has been presented. An applicant owning land both within and outside the boundaries of the District who desires service must include into the District all of his or her land contiguous to the parcel upon which service is desired, unless the District determines, in its discretion, otherwise. The District's standard form of inclusion petition will be furnished to the applicant upon request. The applicant shall be required to execute a Special Fee and Cost Reimbursement Agreement (in the form set forth in Appendix C) prior to the District's review of the petition. Inclusion of property shall be accomplished in accordance with the provisions of C.R.S. §§ 32-1-401, et seq., and all costs in connection therewith, including legal and engineering fees, publication and recording costs and all other actual costs incurred by the District, shall be borne by the applicant.. Any applicant for inclusion into the District may be required to enter into a pre -inclusion agreement with the District pursuant to C.R.S. § 32-1-402(1) (c) as a condition of the District's approval of the inclusion petition. Said pre -inclusion agreement shall set forth the respective rights and obligations of the applicant and the District with respect to fees, charges, the construction of water and/or sewer mains, and other terms and conditions under which the applicant's property may be included in the District. Any inclusion petition and/or pre -inclusion agreement provided to the applicant by the District shall be signed and returned to the District by the applicant within forty-five (45) days following receipt by the applicant. If the pre -inclusion agreement is not executed and returned to the District by the applicant within forty-five (45) days from receipt thereof, the District's prior approval of the agreement shall be null and void and of no further force and effect, and a new request for approval of the inclusion petition and/or pre -inclusion agreement shall be required; provided, however, that the District may extend said 45 -day execution deadline prior to its expiration for an additional thirty (30) days upon good cause shown by the applicant. .02 - SERVICE OUTSIDE THE DISTRICT: The District may, in its sole discretion, furnish service to properties located outside the District Boundaries, but, under no circumstances shall the District construct any water and/or sewer mains, at its own expense, to service such properties. No service shall ever be provided to properties located outside the District Boundaries, except upon the express written consent of the District. The District shall not be required to extend service outside of the District's Boundaries. Charges for furnishing service and taps outside the District Boundaries shall be at the minimum rate of one and a half (1.5) times the current service charges for in -District service as provided for in the Fee Schedule in Appendix A, as the same may be amended from time to time, or as agreed upon by the District and Customer. These Rules and Regulations shall be applicable to all 22 ARTICLE 6 Roaring Fork Water & Sanitation District Rules and Regulations Amended and Restated Effective February 20, 2007 property owners outside the District who are furnished water and/or sewer service by the District. No connection to the District Water and/or Sewer System shall be permitted until the property owner has agreed in writing to the District Rules and Regulations; provided, however, that the Board of Directors, in its discretion, may charge the higher fees provided for herein for properties not located within the District. .03 - APPLICATION FOR WATER AND/OR SEWER SERVICE: Any owner of property who desires to have the privilege of water and/or sewer service from the District, whether such person intends to make use of EQRs purchased directly from the District or EQRs purchased under a Prepaid Tap Agreement shall submit an application for water and/or sewer service to the District along with any supporting documentation required thereby. The application shall be on the District's standard form and shall contain at a minimum the following: (A) Name, address, and phone number of applicant; (B) Name, address, and phone number of owner of the premises where said connection is to be made or drain or line is to be laid; (C) The Customer's consent to entry and water use record availability pursuant to § 3.05 and consent to water shut off pursuant to §§ 5.01 and 6.01 of these Rules and Regulations; (D) The Customer's consent to abide by and be bound by these Rules and Regulations, as amended from time to time; (E) Information about the structure(s) to be served to calculate the EQR of sewer service requested, including a plumbing or mechanical plan showing all fixtures with a statement of the proposed use of those fixtures, if so requested by the District. The application shall be accompanied by any Tap Fee required by these Rules and Regulations. Upon approval, the District shall issue a Tap Permit to the applicant. No tap onto the District Water and/or Sewer System shall be allowed until: the required Tap Fee has been paid; a Tap Permit has been issued; and any and all other applicable fees have been paid. Tap Fees shall be non- refundable, unless expressly agreed to otherwise by the Board. Approved tap permits may be issued after a processing period of five business days. As noted above, EQRs may be purchased from the District under a Prepaid Tap Agreement (which agreement may take the form of a Tap Purchase Agreement or a System Development Fee Purchase Agreement). In the event the District determines that a Prepaid Tap Agreement shall be entered into by and between the District and a property owner, and following approval of such agreement by the District, said agreement shall be executed and returned to the District by the subject property owner within forty-five (45) days from receipt of the agreement. If said Prepaid Tap Agreement is not executed and returned to the District by the property owner within forty-five (45) days from receipt thereof, the District's prior approval of the agreement shall be null and void and of no further force and effect, and a new request for approval of the Prepaid Tap Agreement shall be required; provided, however, that the District may extend said 45 -day execution deadline prior to its expiration for an additional thirty (30) day period upon good cause shown by the property owner. ARTICLE 6 Roaring Fork Water & Sanitation District Rules and Regulations 23 Amended and Restated Effective February 20, 2007 .04- DENIAL OF APPLICATION FOR SERVICE: The District reserves the right to deny service for any or all of the following reasons: (A) The connection of the system to the applicant's existing plumbing would constitute a cross -connection to an unsafe water supply; (B) There has been misrepresentation in the application as to the property and fixtures contained in the property, or the use to be made of the water supply; (C) The service applied for would create an excessive demand or adverse impact on the District Water and/or Sewer System, unless the Customer proposes a means to eliminate such excessive demand or adverse impact to the satisfaction of the District; (D) The Customer has violated these Rules and Regulations; (E) The District does not have any remaining uncommitted capacity in its water and/or sewer system or any of its other water and/or sewer facilities to provide service to the Customer, as determined by the District. .045- WATER AND SEWER SERVICE REQUIRED: It is the policy of the District that all Customers connect to both the District's water and sewer services. The District reserves the right to deny service to any Customer that requests only water or sewer service. Water or sewer service shall only be provided separately if in accordance with an Out -of -District Sewer Service Agreement included within the District's Service Plan or under exceptional circumstances and upon the express written approval of the Board of Directors. Exceptional circumstances shall include but are not limited to the following: (A) Financial hardship; and (B) Pre-existing well or septic tank in good working condition and in full compliance with all local and state laws and regulations. Provided, however, that the District shall require that connection to the non -connected service (i.e. the pre-existing well and/or septic tank) occur by a date certain or upon failure of the well and/or septic tank, whichever occurs first. Notwithstanding the foregoing, the District reserves its right under C.R.S. § 32-1-1006(1)(A)(I) to compel the owner of premises located within the District boundaries and within four hundred feet of a District Water or Sewer Line to connect to the District lines whenever necessary for the protection of public health. .05 - CHANGE IN CUSTOMER SERVICE: A Customer shall file an amended Application for Water and/or Sewer Service with the District prior to making any increase in the size of a structure served by the District or in the type of service received. Examples of such changes are the construction of additions to houses or other buildings, changes in use of an existing structure, adding water using fixtures or appliances, or connecting or additional connections to the District's lines. The District shall collect any additional water rights dedications, tap fees and/or service charges due and owing retroactive to the date of any such change. Customers purchasing real property in the District are strongly encouraged to verify that the amount and type of service for which the District is 24 ARTICLE 6 Roaring Fork Water & Sanitation District Rules and Regulations Amended and Restated Effective February 20, 2007 currently charging is consistent with the type and amount of service which the seller purports to have paid for and wishes to convey. At any time the Board may review actual water and/or sewer usage to determine if such actual usage is greater than that implied by the number of EQR units assessed to the user at the time his application for service was accepted. Winter water use records may be utilized for this purpose. If the Board finds greater actual water and/or sewer usage the user shall be assessed a greater number of EQR units to reflect his actual water and/or sewer usage and shall be charged an additional tap fee. In no event shall a refund, credit, or rebate of Tap Fees or Line Extension Fees previously paid be permitted in the event of a decrease in the type or amount of service. .06 - TRANSFER OF EQR CREDITS: EQR credits obtained by direct purchase from the District are considered appurtenant to the structure and/or land for which they were obtained and may not be transferred. .07 - TEMPORARY CONNECTIONS: At the discretion of the Board of Directors, temporary connections to the District Water and/or Sewer System may be permitted, pursuant to terms and conditions established by the Board. Any person wishing to make such a temporary connection must first make an application for service to the District, pay the fees required, have the application approved, and have a Tap Permit issued before making any connection. Each temporary connection shall be subject to inspection by a representative of the District. Unauthorized connections shall be subject to the penalties set forth at Section 7.15. Temporary connections of construction trailers or non -permanent construction buildings to the District Water System and/or Sewer System may be made for periods not to exceed six months, pursuant to the terms of this Section 6.07. At the time of making the application for water and/or sewer service, the applicant shall pay the Tap Fee for 1.0 EQR of water and/or sewer service and demonstrate that a Tap Fee for at least 1.0 EQR of water and/or sewer service has been paid for the building under construction. The construction trailer or non -permanent construction building shall thereafter be assigned an EQR value of 1.0 for purposes of calculating monthly water and/or sewer service charges, which charges shall be assessed at two (2) times the monthly rate then in effect. If the applicant pays directly the Tap Fee for 1.0 EQR of water and/or sewer service, that amount shall be credited against the full Tap Fees due and payable for the building under construction. The water service line for a temporary connection to the District Water System shall be no greater than three-quarters of an inch (3/4") in diameter. End Article 6 ARTICLE 6 Roaring Fork Water & Sanitation District Rules and Regulations 25 Amended and Restated Effective February 20, 2007 ARTICLE 7 7.00 - Fees and Charges The information contained in this section is pertinent to all charges of whatever nature to be levied for provision of water and/or sewer service, inside. the District. Said rates and charges shall be established by the Board and shall remain in effect until modified by the Board under the provisions of these Rules and Regulations and under the applicable statutes of the State of Colorado. Nothing contained herein shall limit the Board from modifying rates and charges or from modifying any classification. .01 - APPLICATION OF THIS ARTICLE: The rates, charges and other information shown herein shall apply only to Customers inside the District and shall in no way obligate the District to provide service outside the District Boundaries under any of the conditions contained in this Article. .02 - TYPE OF SERVICE: Water service shall be metered by the District. Unless otherwise stated, charges and fees for water and/or sewer service shall be based on the number of EQRs of service calculated in accordance with the EQR Schedule in Appendix A. The charge per EQR shall be at the rates in the District's fee schedule, as the same may be amended from time to time. .03- TAP FEE: Except as otherwise determined by the Board, or as set forth in a written agreement between the District and a Customer or Developer, a Tap Fee shall be charged to all Customers of the District. All Tap Fees shall be assessed as provided for in the EQR Schedule at Appendix A, as the same may be amended from time to time, or, to the extent Tap Fees or charges are set or determined in the Prepaid Tap Agreements, as provided therein. Customers shall provide full payment to the District for the Tap Fee based upon the anticipated EQRs and as identified by the EQR Schedule or Prepaid Tap Agreement prior to any physical connection to the District's Water and/or Sewer System. The Customer shall than remit any additional amount that may be required based upon the end construction, within 60 days after the County issues a Certificate of Occupancy. When any person adds to an existing building, changes the use of a building, or enlarges or expands the use of water and wastewater service from the District such addition, enlargement or expansion shall be subject to the payment of an applicable supplemental Tap Fee to be computed based upon the change in the EQR Schedule at Appendix A. Any reduction in service from the District resulting in a decrease in the calculated EQR rate shall not be subject to any refund of Tap Fee. Upon receipt by the District of payment for Tap Fees, a Tap Permit shall be provided to the Customer. Except as otherwise provided in a specific written agreement, the standard District Tap Fees shall be as set forth in the Fee Schedule in Appendix A, as the same may be amended from time to time. No tap onto, or service from, the District's Water and/or Sewer System shall be allowed until any Tap Fee required by these Rules and Regulations has been paid and a Tap Permit has been issued. Tap Fees shall be non-refundable, unless otherwise expressly agreed by the Board. .04- SERVICE CHARGE: Full service charges, calculated under the District's Fee Schedule and EQR Schedule, attached hereto as Appendix A and as may be amended from time to time, shall commence and accrue from the date the Customer makes physical connection to the District Water and/or Sewer System. Service fees during construction and before a Certificate of Occupancy is issued by the County will be charged on a quarterly basis according to the rates identified in Appendix A as may be amended from time to time. Once a Certificate of Occupancy is issued for the building and a ARTICLE 7 Roaring Fork Water & Sanitation District Rules and Regulations 26 Amended and Restated Effective February 20, 2007 copy of the Certificate is provided to the District, the Customer shall be entitled to a 50 percent refund of the service fees paid during the construction period. Upon issuance of a Certificate of Occupancy and for any given month, service charges shall be based on the EQR value applicable during that month to the property being served, and any changes in EQR values shall also result in adjustments in monthly service charges. The Customer shall be liable to the District for payment of such service charges from the date of physical connection, regardless of whether the Customer actually receives or uses District water or sewer service by means of said connection. District sewer charges shall be as provided in the Fee Schedule in Appendix A. District monthly water service charges shall be based on an increasing block rate structure, the EQR value applicable to the property, and the quantity of water used during that month. The ascending rate structure is set forth in the Fee Schedule in Appendix A. In addition to the above water service rates, the Customer will be assessed a base rate as set forth in the Fee Schedule in Appendix A. Service charges which accrue on or after the date the certificate of occupancy is issued shall be due and payable whether or not the premises are occupied. There shall be no right to refund, rebate, or credit for such charges, except as otherwise stated in this Article. .05 - PRESSURE ZONE OR OTHER SURCHARGES: Where any defined part of the District depends for its potable water or sewer service on a pumping station or discrete facility owned and maintained by the District, the Board of Directors may establish and charge such Customers a monthly pressure zone surcharge. The zone surcharge shall be based on the pro -rata cost to each applicable Customer of the pumping station or other facility and its maintenance, or other service provided by the District. .06 - PER -GALLON SERVICE CHARGES: Per -gallon service charges for irrigation water service and for water service from District hydrants shall be as set forth in the Fee Schedule in Appendix A. .07 - AMENDED TAP FEES: In those situations where a prospective Customer applies for a connection permit for service to a structure not defined in Appendix A, or where, in the Board's opinion, said structure represents a classification not contemplated in the establishment of the previously defined Tap Fees, the Board shall, at its sole discretion, establish a fair, reasonable and equitable Tap Fee for said structure. .08 - AMENDED MONTHLY SERVICE CHARGES: In those situations where, in the Board's sole discretion, the monthly service charges shown in the previous articles do not represent a fair, reasonable and equitable charge for the intended use, the Board, at its sole discretion, may adjust said rates. .09- STANDBY FEES: The District shall have the authority to adopt and charge standby fees upon amendment to these Rules and Regulations. .10 - PAYMENT OF SERVICE CHARGES: All accounts shall be in the name of the owner of property. Statements for service charges are directed to the owner rather than the occupant unless the owner otherwise notifies the District. 27 ARTICLE 7 Roaring Fork Water & Sanitation District Rules and Regulations Amended and Restated Effective February 20, 2007 When a Customer receives service for a number of units which are provided water service through one water meter, the District shall send only one bill to the Customer for water and sewer service for such units. In no event shall the District bill the owners of individual units within a multiple -use area unless service to each unit is metered separately. Statements for service charges shall be rendered to Customers at intervals to be established by the District, but not more frequently than monthly nor less frequently than quarterly. Charges for such things as late payments, turn -on, and turn-off shall be included in the statements. Statements shall be mailed before the specified billing period and shall be due and payable in full fifteen (15) days after the date of the statement. Payments will be deemed late thirty-one (3 1) days after the date of the statement and will be assessed a late charge of one and one-half percent (1.5%) for each month, or part thereof, in which such charge remains unpaid. If any charges remain unpaid for thirty-one (31) days or more, the District may give the Customer written notice that the Customer's water and/or sewer service may be suspended or revoked if the delinquent charges are not paid in full within fifteen (15) days after the postmark on such notice. Such notice shall also give notice of hearing in accordance with the provisions set out in section 7.16, below. In addition to the District's right to suspend or revoke service as provided in this paragraph, the District may enforce the Customer's payment obligations by any and all other lawfully available means, including suits for collection and/or foreclosure of the District's lien on the Customer's property. In any event, the District shall be entitled to recover all costs incurred in the collection of delinquent payments, including reasonable attorney's fees, recording fees, filing fees and court costs. Any deposit received by the District for service to the Customer may be applied against delinquent payments. .11- PAYMENT OF TAP FEES: Tap Fees due under Prepaid Tap Agreements shall be subject to the due dates, penalties, and interest charges set forth in those agreements. In addition to the penalty provided for in Section 7.15, late payments of Tap Fees not arising under Prepaid Tap Agreements shall be subject to a late charge of one percent and one-half percent (1.5% for each month, or part thereof, in which the fee remains unpaid. Statements, letters, notices, or other documents concerning unpaid Tap Fees shall be directed to the owner of the property for which the fee is due. Regardless of any rental agreement, lease agreement, or any other contractual agreement between an owner and occupant, the owner of a property for which a Tap Fee is due shall remain solely liable for payment of that fee. .12- MISCELLANEOUS COSTS AND EXPENSES: All costs and expenses incident to the installation and connection of water and/or sewer service lines shall be borne by the Customer. In addition, the Customer shall indemnify the Board for any loss or damage that may directly or indirectly be occasioned by the installation of the water and/or sewer service line. No work by District personnel shall be done on Saturdays, Sundays, or holidays unless written permission is granted by the Manager/Administrator. Miscellaneous fees and charges for District services are set forth in the Fee Schedule in Appendix A. .13- LIABI= FOR PAYMENT COLLECTION; PERPETUAL LIEN: All fees, rates, tolls, penalties, or charges of the District shall be paid by the owner of the property served. The District shall not be bound by any agreement between an owner and occupant concerning payment of charges, regardless of whether the District has been notified of the agreement. Until paid, all fees, rates, tolls, penalties, and charges shall constitute a first and perpetual lien on or against the property served, and any such lien may be foreclosed in the manner provided by law. ARTICLE 7 Roaring Fork Water & Sanitation District Rules and Regulations 28 Amended and Restated Effective February 20, 2007 The. District shall have the right to collect from any Customer who is delinquent in payment of the Customer's account, all legal, court and other costs and expenses necessary to or incidental to the collection of said account, including reasonable attorneys' fees, filing fees and other costs, and recording fees. A fee in the amount set forth in the Fee Schedule in Appendix A shall be imposed on any check tendered to the District which, upon presentment to the bank for payment, is returned unpaid due to insufficient funds, an overdrawn or closed account, or for whatever reason. Such fee shall accrue each time a check is returned unpaid. 14 - SELLER'S AND BUYER'S RESPONSIBILITIES: The District assumes no responsibility for agreements between sellers and buyers of property within the District or District's Service Area. It shall be the responsibility of the buyer to ascertain whether appropriate fees and charges for the type and amount of service received from the District have been paid by the seller. Regardless of ownership, failure of the District to collect fees and charges at the time of the issuance of permits, or any other act or omission of the District, unpaid fees and charges shall constitute a first and perpetual lien on and against the property which lien may be foreclosed as provided by law and these Rules and Regulations. .15 - UNAUTHORIZED USE OR CONNECTIONS: Any person who makes a connection to or otherwise uses the District's water, or discharges into the District Sewer System without first paying the appropriate fees and obtaining the appropriate permits shall be fined five hundred dollars ($500.00) for each unauthorized use or connection. This fine shall be in addition to the District's right to charge for all services used, and to any and all other remedies which the District may have. In addition, the District may require and/or carry out immediate disconnection of the service, in which event the District shall be entitled to collect any and all costs and damages incurred by the District as a result thereof, including the fees set forth in paragraphs F(1), (2), and (3) of the Fee Schedule in Appendix A; or the District may authorize connection on such terms and conditions as the District may approve. Should the District be required to pursue any legal proceeding or process with regard to unauthorized connection to the District's system or unauthorized use of District water, the person making the unauthorized use or connection shall be liable for all attorneys' fees, filing fees, recording costs, court costs or other legal expenses incurred by the District. Any unauthorized reconnection, unblocking, or turning back on of District water or sewer service after it has been disconnected, blocked, or turned off pursuant to this section shall constitute an additional unauthorized use or connection, subject to an additional fine of five hundred dollars ($500.00). .16- SUSPENSION OR REVOCATION OF SERVICE; ASSESSMENT OF FINES OR PENALTIES: The District shall have the authority to suspend or revoke water and/or sewer service upon non-payment of fees owing to the District, or upon any failure to comply with the Rules and Regulations of the District. The District shall also have the authority to assess fines and penalties as provided in these Rules and Regulations. In the event of said non-payment of obligations or other violation of these Rules and Regulations, the Customer shall be given written notice of a hearing to determine whether the Customer is in violation of his payment obligations to the District or in violation of these Rules and Regulations and to determine whether to suspend or revoke water and/or sewer service, or to assess a fine or penalty. The notice shall be sent by regular and certified mail to the Customer's billing address at least fifteen (15) days before the date of the hearing and shall specify the date, time, and place of the hearing, as well as the alleged violation and the reason or reasons for ARTICLE 7 Roaring Fork Water & Sanitation District Rules and Regulations 29 Amended and Restated Effective February 20, 2007 revocation of service and/or the possible fine or penalty to be assessed. The hearing shall be held by the District at a regular or special meeting of the Board of Directors at which time the Customer shall have an opportunity to present testimony and evidence to the Board. Within fifteen (15) days of the conclusion of the hearing, the Board shall issue a written Memorandum of Decision, which decision shall be final. Thereafter, the District may revoke service to the property by turning off, disconnecting, or blocking the water and/or sewer lines serving the property. Such actions shall be subject to the fees set forth in in Appendix A and shall include fees for hearing notification and hearing and any other applicable fees. The fee for disconnection of sewer service shall be one hundred and fifty dollars ($150.00) each plus the District's actual costs of disconnection, and, upon disconnection of sewer service, the District shall notify the local building authority. Any Customer who after notification fails to appear at the public hearing on their past due account or other alleged violation of the Rules and Regulations and has not paid the account to the satisfaction of the Board or otherwise corrected the violation within the allotted time will be assessed a fine in the amount of one hundred and fifty dollars ($150.00) for the cost of the public hearing. The Board may also suspend or revoke service if necessary. Any unauthorized reconnection, unblocking, or turning back on of District water or sewer service after it has been disconnected, blocked, or turned off pursuant to this section shall constitute an unauthorized use or connection pursuant to Section 7.15 above, subject to the five hundred dollar ($500.00) fine under that section. .17 - TURN-OFF SERVICE: Customers desiring that their service be turned off, disconnected, or blocked for such purposes as vacancy of rental property, or construction shall pay the fees set forth in paragraph F(2) of the Fee Schedule in Appendix A. Any unauthorized reconnection, unblocking, or turning back on of District water or sewer service after it has been disconnected, blocked, or turned off pursuant to this section shall constitute an unauthorized use or connection pursuant to Section 7.14 above, subject to the five hundred dollar ($500.00) fine under that section. .18 - REIMBURSEMENT OF COSTS AND FEES TO DISTRICT: Any person requesting inclusion or exclusion of property from the District, constructing a line extension project, or undertaking any other activity requiring preparation of plats or plans, legal and engineering review and advice, inspections, filing or recording fees, or other out-of-pocket expenses by the District shall be required to reimburse the District for all such costs and fees. Such person shall be required, prior to commencement of the project or activity, to enter into a Special Fee and Cost Reimbursement Agreement substantially similar to that set forth in Appendix C. Pursuant to that agreement, the person shall make such deposit as the Board, in its sole discretion, deems appropriate. End Article 7 ARTICLE 7 Roaring Fork Water & Sanitation District Rules and Regulations 30 Amended and Restated Effective February 20, 2007 ARTIC'T,F R 8.00 - Main Line Extensions All line extensions shall be made under the observation of the District's engineer and constructed according to the District's specifications and procedures set forth in Appendix B, these Rules and Regulations, and all federal, state, county and local requirements .O1- MAIN SIZES: The minimum size water mainline shall be eight inches (8")m' diameter and the minimum size sewer main line shall be eight inches (8") in diameter, except as specifically authorized by the Board. .02 - APPLICATION FOR LINE EXTENSION: The fees and charges provisions of Article 7 of these Rules and Regulations are also applicable to this Article 8. It shall be unlawful for any person to construct a line extension within the jurisdiction of the Board without first having made formal application to the Board for approval and having complied with these Rules and Regulations and any other requirements set forth by the Board. .03 - LINE EXTENSION AGREEMENTS: All line extensions for District water and/or sewer service shall require the execution of a Line Extension Agreement or Line Connection Agreement, in a form approved by the attorney for the District and by the Board, and shall be made under the observation of the District's engineer. Such Agreement shall set forth the respective rights and obligations of the parties regarding the provision of District water and sewer service to the subject property. Any Line Extension or Line Connection Agreement entered into by and between the District and a property owner following approval of the agreement by the District shall be executed and returned to the District by the property owner within forty-five (45) days from receipt of the agreement. If the Line Extension Agreement is not executed and returned to the District by the property within forty-five (45) days from receipt thereof, the District's prior approval of the agreement shall be null and void and of no further force and effect, and a new request for approval of the agreement shall be required; provided however, that the District may extend said 45 -day execution deadline prior to its expiration for an additional thirty (30) days upon good cause shown by the property owner. 04 - LOCATION OF LINE EXTENSIONS AND ADDITIONS: Line extensions shall be installed in roads or streets which the County, State Highway Department or other public agency have accepted for maintenance as public rights-of-way, or in easements granted to the District. Prior to the acceptance of water and/or sewer mains by the District, all easements necessary for the installation and maintenance of such mains shall be platted or conveyed to the District by warranty deed duly recorded in the County real estate records. .05- PROCEDURE FOR LINE EXTENSION CONSTRUCTION BY DEVELOPER: Plans for line extensions shall be submitted to the Board along with an application for a line extension. All plans and specifications which must be approved by the Board must be submitted to the Board at least twenty-one (2 1) days prior to a regularly scheduled Board meeting. Said plans shall be reviewed and approved for compliance with the District's service plan and Rules and Regulations and the costs associated for the District's determination of compliance shall be reimbursed by the Customer to the District. ARTICLE 8 Roaring Fork Water & Sanitation District Rules and Regulations 31 Amended and Restated Effective February 20, 2007 (A) SECURITY/IMPROVEMENTS GUARANTY: Any Developer constructing a water and/or sewer line extension may be exempted from posting a sewer improvements guaranty, provided the District, in its sole discretion, determines such Developer satisfies the following requirements: (i) The Developer provides adequate assurances and documentation establishing that such Developer has posted adequate security with another public entity pursuant to a Subdivision Improvements Agreement ("SIA") where such SIA provides for: (a) a guarantee amount sufficient to cover the cost of all necessary water and/or sewer improvements; (b) written approval by the District of water and/or sewer improvements prior to release of the portion of the guarantee covering the water and/or sewer improvements by the public entity; and (c) a provision requiring the District to be a named beneficiary as to the value of all improvements to be dedicated to the District; or the Developer provides adequate assurances and documentation establishing that the property to be served with District water and/or sewer improvements is the Developer's residence or business, and that the property is not held for speculative purposes. and; (ii) The Developer requests and receives a written release of water and/or sewer improvements guaranty from the District. The District maintains the right to terminate the water and/or sewer improvements guaranty exemption in the event a surety bond provided another public entity is prematurely released and the District determines the necessary water and/or sewer improvements are not complete. (B) CONSTRUCTION OBSERVATION: The Developer shall retain, at his sole expense, a licensed professional engineer for appropriate on-site observation to ensure that all sewer improvements are constructed to the satisfaction of the District. Construction observation fees incurred by the District on water and sewer improvements constructed by a Developer shall be paid by the Developer. Such fees shall include the costs of reasonable review of drawings and specifications, meetings, inspections, administration and any other time reasonably required of the District's engineer, attorney, manager, or other authorized representative. ARTICLE 8 Roaring Fork Water & Sanitation District Rules and Regulations 32 Amended and Restated Effective February 20, 2007 (C) AS -BUILT DRAWINGS, DEPOSIT, FORFEITURE: Developer shall submit, at the Developer's cost, Reproducible As -Built Drawings, prepared and submitted according to the specifications and procedures set forth in Section 3.05 of Chapter I of Appendix B, electronic images in a format accepted by the District, of the interiors of the extended sewer lines and written reports of lamp tests and vacuum tests (hereinafter collectively referred to as "Electronic Images ") and a summary of actual costs incurred by the Developer for the line extension project. No line extension project shall be approved, and no extended water and/or sewer mains shall be accepted by the District until satisfactory As -Built Drawings/Electronic Images for the project are received by the District and approved by the District Engineer, which review shall be completed within thirty (30) days of submission by the Developer. The District may deny service through any sewer main or sewer line extension until the above requirements have been met and the main line extension has been accepted by the Board. Submitted Electronic Images of sewer lines shall become the property of the District upon acceptance of the extended sewer lines. At the same time and in addition to the deposit required under Section 8.05 for the cost of a line extension project, the Developer shall deposit with the District an amount to be determined by the Board, but at least five thousand dollars ($5,000) in cash, to ensure that satisfactory As -Built Drawings and Electronic Images for the project are submitted to and approved by the District. The amount to be deposited with the district shall increase based upon the estimated EQRs in the amount of one hundred dollars ($100.00) per anticipated EQR for each EQR over fifty (50) according to the EQR schedule or in an amount determined by the Board. Said Deposit shall not be released back to the Developer until satisfactory As -Built Drawings and Electronic Images are submitted by the Developer and approved by the District Engineer. In the event that satisfactory As -Built Drawings and Electronic Images are not received by the District within thirty (30) days of the completion of construction, as required by the above provisions, the District shall mail a written notice to the Developer. The notice shall specify the date, time, and place of a hearing in which the Board will consider forfeiture of the As -Built Drawings/Electronic Images Deposit, and the reasons why forfeiture may be required. The notice shall be mailed not less than ten (10) days before the hearing, to the last known address of the Developer. At the hearing, the Developer shall be allowed to present testimony and other evidence. If in the opinion of the Board the Developer's failure to submit acceptable As -Built Drawings/Electronic Images should not be excused, the As -Built Drawings/Electronic Images deposit shall be forfeited as liquidated damages. Such forfeiture of the As -Built Drawings/Electronic Images deposit shall be ordered by formal written resolution of the Board, and said Deposit shall be used to obtain acceptable As -Built Drawings/Electronic Images of the project; provided however, the Developer shall be responsible for the actual cost of the As -Built Drawings/ Electronic Images if such costs is greater than the deposit. (D) WARRANTY: Developer shall submit a warranty guaranteeing to the District ARTICLE 8 Roaring Fork Water & Sanitation District Rules and Regulations 33 Amended and Restated Effective February 20, 2007 that the facilities have been constructed in a good and workmanlike manner for a period of two (2) years from the date of acceptance of the facility by the District. The guarantee shall be in a format acceptable to the District and shall be secured, if required, by the District in the form of security acceptable to the District. (E) ACCEPTANCE OF LINE EXTENSIONS: Upon the completion of construction, installation, and connection of a line extension, the Developer shall certify to the Board that these Rules and Regulations have been complied with and request the District to accept the facilities. The District Engineer shall confirm in writing to the Board that such facilities have been constructed and installed in accordance with these Rules and Regulations and in accordance with the applicable provisions of federal, state, county, and local laws. Upon satisfactory completion of the above requirements, the District shall formally accept the line extension by a motion entered in the minutes of the Board of Directors. Such acceptance, if given, shall constitute dedication by Developer of such facilities to the District. The parties agree that the District is under no obligation to provide water and/or sewer service to Developer until acceptance and dedication. The Developer shall, upon the District's acceptance, convey such lines and all appurtenances to the District, free and clear of all liens and encumbrances, by Bill of Sale. .06- SPECIAL STRUCTURES: Special structures required to insure proper operation of line extensions shall be constructed from designs of the District's engineer in consultation with the Developer and the cost of construction shall be the responsibility of the Developer. .07- OVERSIZING: The District may, when it determines that it is appropriate to accommodate future service needs, require the construction of water and/or sewer mains of a size larger than the minimum sizes otherwise required by the District for service to a Developer's property. Participation by District in the cost of installation of oversized mains shall be at the sole discretion of the District. .08 - PRESERVATION OF GRAVITY SEWER SYSTEM: In those instances where pumping stations and force mains are required, the sewer system shall be so designed as to permit eventual connection into a gravity system with a minimum of expense. Where practicable, easements shall be provided and lines constructed to connect into the gravity system. The District may, in its discretion, require deposits to insure the eventual construction of gravity lines. .09 - EXTENSION OF MAIN LINE TO DESIGNATED POINT REQUIRED: The Customer or Developer shall extend any water and/or sewer main line constructed pursuant to this article to a point on the property to be designated by the Board, so that the District Water and Sewer Systems may continue beyond such property. The Board shall determine the point to which each new main line shall be extended based on the advice of the District Engineer, in accordance with the District Service Plan and the logical extension of service to adjoining properties. The Board shall also take into consideration pre-existing easements and rights-of-way, and Developer -dedicated easements and rights-of-way in designating the point to which each main line shall be extended. 10 - MAIN OR LINE EXTENSION CONSTRUCTION BY DISTRICT: Notwithstanding any provision of this Article, the District itself may, in its discretion, extend mains ARTICLE 8 Roaring Fork Water & Sanitation District Rules and Regulations 34 Amended and Restated Effective February 20, 2007 under such conditions as the Board deems appropriate. The Board shall oversee such line extension projects, and, in conjunction with the District engineer and attorney, carry out all necessary planning, evaluation of bids, selection of contractors, financing, right-of-way acquisition, inspections and preparation of As -Built Drawings. Where water and/or sewer mains cannot be installed in a street, private drive or common area, and must be installed in easements along adjacent pieces of property, the mains will terminate at point on the line or corner of the property being served which requires the least amount of construction by the District. 11 - EXTENSIONS OF WATER AND/OR SEWER MAINS TO SERVE UNPLATTED PROPERTY, INSIDE THE DISTRICT: Extension of water and/or sewer mains to serve property already in the District, but not part of a platted subdivision, shall be financed by the Developer or Customer who constructs the mains, subject to the right of reimbursement as hereinafter provided, as otherwise provided by future agreement, or as provided in Prepaid Tap Agreements. .12 - EXTENSIONS OF WATER AND/OR SEWER MAINS OUTSIDE THE DISTRICT LIMITS: No water and/or sewer mains shall be extended outside the District limits, except with the purpose of servicing property that is within the District (across islands, or between peninsulas). Exceptions may be granted upon the express consent of the Board of Directors under the terms of a revocable permit. .13- CONNECTING WATER MAIN LOOPS: Connecting water main loops and cross - ties within a subdivision shall be constructed and paid for by the Developer. If the connecting loop is such that property outside the subdivision abuts such loops or ties, and connections are made to such lines, the reimbursement provision of Article 9 of these Rules and Regulations shall apply. .14- SOIL COMPACTION TESTS: Whenever a Developer or Customer seeking water or sewer service from the District is required to obtain a road cut permit from a governmental entity to install a water or sewer line in an existing public road, such person shall be required to provide the District engineer with soil compaction tests from a registered soils engineer. The soils engineer shall conduct a minimum of one test for each layer or lift for each two hundred and fifty (250) linear feet or less of trench during construction as determined by the District's engineer, to confirm that ninety-five percent (95%) of maximum density based upon ASTM D69 or AASHTO T99 has been achieved. The District engineer will refuse to accept or approve mains which have been installed in public roads if such compaction tests results are not submitted and approved by the District's engineer. End Article 8 ARTICLE 8 Roaring Fork Water & Sanitation District Rules and Regulations 35 Amended and Restated Effective February 20, 2007 ARTIC'T,F 9 9.00 -Line Extension Fees and Reimbursements .01- LINE EXTENSION FEES: In addition to the District's Tap Fee, the District may collect a Line Extension Fee from all Developers or Customers desiring to connect to the District Water and/ or Sewer System. The Line Extension Fee shall be based on the size in acres of the property to be served by the new connection, the zoning of the property, the existing and potential uses of the property, the potential EQR demand from the property, and any other factors which the Board of Directors believes should be considered in arriving at an equitable reimbursement; provided, however the District's collection of Line Extension Fees under this Article shall not be construed as an obligation to provide operations, maintenance, repair, or replacement of such line extensions. The Line Extension Fee charged against the benefited property shall not exceed the actual cost, including engineering fees, of the extension. Interest will not be allowed. All Line Extension Fees charged pursuant to this section should be due and payable at the time a Tap Permit or Line Extension Agreement is issued. The District may charge an administrative fee for collection and reimbursement of Line Extension Fees, not to exceed one hundred dollars ($100.00) per EQR. The District will use its best efforts to collect such fees; provided however, the District shall not be liable for the failure to collect such fees. .02 - REIMBURSEMENTS: The District may pay to the constructor of a water or sewer main line, extension fees collected on such line for a period of five (5) years after execution by the Developer and District of the contract for extension of such line. Upon application prior to the termination of the initial five-year period, and upon District approval, such reimbursements shall continue for a maximum of five (5) additional years. The Developer's right to such reimbursement shall permanently cease at that time, regardless of the amount of reimbursement received. In no event shall the reimbursement exceed the constructor's total construction cost of the water and/or sewer main line. .03- COST RECOVERY PROVISION IN LINE EXTENSION AGREEMENT: A Line Extension Fee shall not be collected by the District or reimbursed to any Developer unless the District and Developer have previously entered into a written Line Extension Agreement containing provisions setting forth at least the following: (A) The amount of each Line Extension Fee to be charged. (B) The Developer's right to reimbursement by means of the Line Extension Fees. (C) The procedure by which the District shall collect the Line. Extension Fees and forward them to the Developer, including time limitations. (D) The right of the District to retain an administrative fee not to exceed $100 per EQR from each Line Extension Fee collected. (E) The District's obligation to use its best efforts to collect Line Extension Fees. In addition, however, an agreement that the Developer will not hold the District itself liable for non-payment of the Line Extension Fees, or for any failure to collect the Line Extension Fees. ARTICLE 9 Roaring Fork Water & Sanitation District Rules and Regulations 36 Amended and Restated Effective February 20, 2007 All terms and conditions of the Line Extension Agreement shall comply with Articles 8 and 9 of these Rules and Regulations. End Article 9 ARTICLE 9 Roaring Fork Water & Sanitation District Rules and Regulations 37 Amended and Restated Effective February 20, 2007 ARTICLE 10 10.00 - Water Right Dedication Requirements .01 - INTENT AND PURPOSE: It is the intent and purpose of this Article to require the dedication of water rights prior to the extension of treated water service to new Customers; to ensure that the quantity of water so dedicated be equal to the quantity of water ultimately required to satisfy the uses of the new Customers; to thereby assure an adequate and stable supply of water to District service area; to prevent the abandonment of water rights to the detriment of the District; to ensure the financial stability of the District water utility; and to promote the general welfare of the public. 02 - BASIC DEDICATION REQUIREMENTS: (A) A dedication or transfer of direct flow and/or storage water rights to the District shall be required prior to the approval of the inclusion of any land within the District or prior to all extensions of treated water service outside the District's boundaries. (B) The dedication requirement shall be calculated on forms provided by the District in accordance with the EQR Schedule in Appendix A and Section C below. Such forms shall be accompanied by an historical use affidavit. For those persons whose total EQR value, for purposes of compliance with subsection (C) or (D) of this section, is greater than 30 EQR, no historical use affidavit shall be required; however, an engineering analysis acceptable to the District of the historic use of the water rights proposed for dedication shall be required. (C) The basic dedication requirement for District water service with standard sewer shall be 0.2 acre-feet per year of historic consumptive use from a water right of sufficient legal priority for each EQR of water use calculated under the EQR Schedule in Appendix A. (D) Except as stated below, the basic dedication requirement for District water service with evapo-transpirative sewer shall be 1.0 acre-feet per year of historic consumptive use from a water right of sufficient legal priority, for each EQR of water use calculated under the EQR Schedule in Appendix A. With regard to any EQR value assigned by the EQR Schedule for irrigated green space, the basic dedication shall be 0.20 acre-feet per EQR. (E) The basic dedication requirement for raw water or other uses not listed under the EQR Schedule in Appendix A shall be the quantity of water that ultimately will be required to satisfy the use or uses contemplated by the user. If a party required to dedicate water pursuant to this Article can establish by a preponderance of the evidence that his or her actual use will be less than that calculated under the EQR Schedule, that party shall only be required to dedicate the lesser amount. (F) The person seeking approval of annexation, resubdivision, replatting, or the extension of treated water service outside the District, whether or not that ARTICLE 10 Roaring Fork Water & Sanitation District Rules and Regulations 38 Amended and Restated Effective February 20, 2007 person will be the ultimate user(s), shall satisfy the basic requirement. (G) Sufficient water rights shall be dedicated so as to enable the District to divert a quantity of water, at any point of diversion it may determine, adequate to allow total consumptive use by the District of the quantities of water calculated under subsection (B) hereof. 03 - PROCEDURE: (A) In accordance with the basic requirements set forth in Section 10.02, the Board of Directors shall determine, after consultation with a person or persons skilled in the knowledge of water rights, whether the water rights proposed for dedication pursuant to the provisions of these Rules and Regulations will be of sufficient priority under the laws of the state to ensure the District's ability to meet the service demands of the new user. This determination will be aided by a historic use affidavit or engineering report which shall be provided by the new user. (B) The Board of Directors shall have the right, in its sole discretion, to accept or reject any water rights proposed for dedication, which it determines to be without sufficient legal priority. If the Board of Directors determines that the water rights proposed for dedication fail to satisfy the basic dedication requirement, or that additional water rights cannot at this time be put to beneficial use or for other good cause are not needed, the following alternatives, or combination thereof, may be used to otherwise satisfy the basic dedication requirement: (i) The person required to comply with the basic dedication requirement may pay to the District a cash amount to be determined by the Board in its discretion. (ii) The Board of Directors may, in its discretion, negotiate with the new user to establish other terms or conditions by contract, which shall constitute compliance with the basic dedication requirement of this Article. (C) The new user shall dedicate the appropriate water rights to the District by filing with the Board of Directors an offer thereof. It is the intent of this Article that no water service shall be extended to a new user until the appropriate water rights have been dedicated to the District. However, if there are matters pending resolution in the water court concerning the water rights to be dedicated, or if there is other delay beyond the control of the new user, the Board of Directors shall have the discretion to approve the extension of such water service prior to the dedication of water rights to the District. (D) The new user shall bear all costs and expenses attendant to the dedication of water rights to the District, including legal and engineering fees, filing and recording costs. ARTICLE 10 Roaring Fork Water & Sanitation District Rules and Regulations 39 Amended and Restated Effective February 20, 2007 .04 - AGRICULTURAL AND OPEN SPACE PROPERTY: This subsection shall apply if the owner of property proposed to be annexed, resubdivided, replatted, or to be served with water service outside the District's boundaries desires to retain the land, or any portion thereof, in agricultural production or as open space prior to development. Such owner shall be permitted to lease back on an annual basis, and for irrigation, stock water, aesthetic, recreational, or historic purposes only, the water rights transferred pursuant to this Article. The terms of the lease shall be negotiated with the Board of Directors. .05 - EXCEPTIONS: This Article does not apply to the extension of new treated water service for which the basic dedication requirement has been previously been fulfilled. End Article 10 ARTICLE 10 Roaring Fork Water & Sanitation District Rules and Regulations 40 Amended and Restated Effective February 20, 2007 ARTICLE 11 11.00 - Raw Water Irrigation .01- RAW WATER IRRIGATION: It is the policy of the Board of Directors that use of the District's potable Water System for irrigation of all existing parks and irrigated green space should be discouraged. Furthermore, the use of the District's potable Water System for irrigation of all new parks and irrigated green space associated with any new development is prohibited, except in compliance with the provisions of this Article. It is the intent of this prohibition to encourage the use of raw water irrigation, and any use of the District's potable water supply for irrigation purposes in violation of this Article shall be subject to the penalties provided for in Section 1.04 of these Rules and Regulations. (A) Any Developer applying for water service from the District and submitting for approval a proposed Water System, shall submit with its preliminary drawings and plans, as provided in Article 1 of Appendix B of these Rules and Regulations, a report on the feasibility of raw water irrigation on the land to be served by the District. Such report shall list any irrigation water rights owned by the Developer, and shall discuss the Developer's ability to deliver its irrigation water rights to the land to be served by the District. A map showing any irrigation ditches pipelines or other irrigation facilities, which may serve the land, shall accompany the report. The report shall also contain an analysis of various alternatives for raw water irrigation service to the land, including a discussion of the feasibility of using ditches, pipes, wells, and any combination thereof for raw water irrigation of parks and irrigated green space. This analysis shall estimate the costs of various alternatives for raw water irrigation. Finally, in the event the Developer does not own any irrigation water rights at the time of submittal of its preliminary drawings, plans and report, such report shall also discuss the feasibility of raw water irrigation of parks and irrigated green space through a lease of raw water irrigation rights from the District, the use of wells, or a combination thereof, and shall discuss the existing and/or potential infrastructure for delivering raw irrigation water to the land. (B) The Board of Directors may, in its discretion, require the dedication of irrigation water rights necessary to implement any raw water irrigation plan. Any such dedication shall be in addition to compliance with the provisions of Article 10 concerning dedication for connection to the District's potable Water System. Furthermore, the Board of Directors, in its discretion, may require the dedication of existing irrigation ditches, pipelines, and appurtenant facilities if it determines that raw water irrigation is feasible on the land proposed to be served by the District. In the event the District and the Developer determine and agree that the parks and irrigated green space within the land to be served shall be irrigated with raw water, and an infrastructure for this purpose does not exist, the District and the Developer shall enter an agreement upon the design, construction and payment of such infrastructure, including ditches and/or pipelines, flow meters, and appurtenant facilities through which lands will be served. In the construction of such an infrastructure, the Board of Directors in its discretion may require the Developer to oversize any ditches, pipelines or appurtenant facilities at the Developer's expense in order to allow the District to deliver raw irrigation water to other water users in the 41 ARTICLE 11 Roaring Fork Water & Sanitation District Rules and Regulations Amended and Restated Effective February 20, 2007 District. If the Developer oversizes raw water irrigation facilities, it shall be entitled a rebate for the costs of oversizing, to be paid by surcharges upon future users of the oversized facilities. The District may, but is not obligated to, participate financially in the planning and construction of any raw water irrigation system established under this Article. All raw water irrigation facilities shall be designed and constructed in a manner that allows each Customer to take its raw irrigation water without disturbing the flow of irrigation water to other Customers. Customers shall pay the rates for raw irrigation water as established from time to time by the Board of Directors. (C) If the District and the Developer determine and agree that the parks and irrigated green space within the land shall be served by raw water irrigation rights, and the Board of Directors approves such plan, then all parks and irrigated green space within the lands served shall be irrigated solely from the raw water source. This restriction, if imposed, shall be a covenant running with the land, and in the event the Developer subdivides the property, this restriction shall be a covenant running with each parcel thereby created, and shall be binding upon the owners of each parcel. In the event the Developer establishes an association for its development, the enforcement of this covenant shall be the responsibility of the association, which shall assess penalties for violations of the same which are at least as stringent as the penalties contained in Section 1.04 of these Rules and Regulations. The Developer and/or Association shall enforce any restriction on the use of raw irrigation water, including those contained in the covenants for the land and any agreement between the District and the Developer. (D) The District shall have the right to refuse potable water service to any Developer until compliance with the provisions of this section. (E) At its sole discretion, the Board of Directors may waive or modify the requirements of this section. Such waiver or modification shall be for good cause only, shown in writing to the Board, and shall include, but not be limited to, the following: (i) Evidence that strict enforcement of any requirement in this section would result in severe hardship, financial or otherwise, which would outweigh the benefits to the District from such enforcement; (ii) Evidence that the parks and irrigated green space within the lands sought to be served by the District cannot practically, feasibly or economically be irrigated with raw water; or (iii) Evidence that the Developer will provide or has provided a benefit or benefits to the District that will outweigh the impacts of enforcement of this section. End Article 11 42 ARTICLE 11 Roaring Fork Water & Sanitation District Rules and Regulations Amended and Restated Effective February 20, 2007 APPENDIX A RFWSD FEE SCHEDULE, FEBRUARY 2007 A. Standard District Tap Fees 1. Water 2. Sewer A C E. District Sewer Charges (per quarter) District Water Service Charges (per quarter) $3,000/EQR $3,900/EQR $131.00 1. Customer Fee $66.00 2. Rate Block 1: 0-31,500 gallons $1.70/1,000 gallons 3. Rate Block 2: 31,501 — 135,000 gallons $2.00/1,000 gallons 4. Rate Block 3: 135,001 — 206,300 gallons $3.00/1,000 gallons 5. Rate Block 4: 206,301 and above $5.00/1,000 gallons Per -Gallon Service Charges 1. For irrigation water service See above 2. For water service from District fire hydrants $5/1000 gallons 3. For water service from District fire hydrants used by the Carbondale Fire District for fire fighting purposes N/A Construction Fees 1. District Water Service (per quarter) $66.00 2. District Sewer Service (per quarter) $131.00 * Fees during construction (date of connection through date of Certificate of Occupancy) are billed at the base rates for water ($66) and sewer ($131). A 50% refund is issued for service fees paid during this time once construction is complete and a copy of the Certificate of Occupancy is presented to the District. F. Miscellaneous Fees and Charges 1. Each inspection of a water or sewer connect. $50.00/each 2. Each water or sewer disconnect, line blocking or unblocking physically carried out by District personnel (does not include location, excavation, and materials) $150.00/each 3. For hearing notification $50/each 4. For hearings $150.00/each 5. For final readings N/C 6. Location, excavation and materials Actual Cost G. Returned Check Fee (for each time a check is returned unpaid) $20.00 H. Out -of -District Rates N/A Roaring Fork Water & Sanitation District IM 996\96059\A-02 Rules and Regulations\Appendix A - February 2007.doc Rules and Regulations Appendix A FEBRUARY 2007 A - 1 CLASS OF USE EQR VALUE A. RESIDENTIAL CLASSIFICATIONS Single -Family Residential Units. Single family homes, individually billed mobile homes, mobile homes on single lots, and mobile homes established as permanent residences (no more than one (1) kitchen per unit). 1.00 (a) For irrigated green space, such as lawns and gardens, see Section (D)(2) below. (b) For irrigation of common areas or parks in subdivisions of single-family residential units, see Section (D)(1) below. (c) For each bedroom above four 0.15 NOTE: Swimming pools, hot tubs, and spas are additional, per Section D(3) below. 2. Secondary Residential Units. Guest houses, separate apartments attached to single-family residential units, and other separate residential units associated with single-family See Paragraph residential units and containing their own separate (A)4 below kitchens, use multi -family residential unit classification below. 3. Duplexes. Residential structures composed of two (2) single- 2.00 family residential units of substantially the same square footage and number of bedrooms. (a) For irrigated green space, such as lawns and gardens, see Section (D)(2) below. (b) For irrigation of common areas or parks in subdivisions of duplexes, see Section (D)(1) below. NOTE: Rental privileges of all kinds are not included in the above values. Only one kitchen is permitted in each single family unit and in each half of a duplex. If a residence has more than one kitchen, then additional EQR values should be assigned in accordance with the values given for multi -family residential units. Swimming pools, hot tubs, and spas are additional per Section D(3) below. 4. Multi -Family Residential Units. Apartments, condominiums, townhouses, and similar facilities Roaring Fork Water & Sanitation District IM 996\96059\A-02 Rules and Regulations\Appendix A - February 2007.doc Rules and Regulations Appendix A FEBRUARY 2007 A - 2 CLASS OF USE EQR VALUE in the same complex, and small cabins in courts not associated with motels. NOTE: Values exclude more than one kitchen per unit; swimming pools, hot tubs, and spas are additional. Values include common laundry facilities or individual laundry hook-ups. (a) Up to four bedroom units 1.00 (b) Each additional bedroom 0.15 (d) For irrigated green space, such as lawns and lawns and gardens, see Section (D)(2) below 5. Transient Residential Units. Hotels, motels, mobile home parks, dormitories, recreational vehicle parks, short-term rental units in residences, bed and breakfast establishments and similar facilities. NOTE: Values include laundry facilities in mobile homes. Otherwise, laundry facilities, central kitchen facilities, and swimming pools, hot tubs and spas are additional. Room counts shall include rooms furnished to employees. Values for recreational vehicle parks include central bath house facility, but not laundry, retail, or restaurant spaces. (a) Manager's unit, use multi -family or single-family See Paragraph Residential Unit classification as applicable 1 &2 Above (per unit). (b) Motels, hotels, and rooming houses without kitchen facilities Rooms having not more than two (2) beds (per 0.30 rental unit) Rooms having more than two (2) beds per rental 0.15 unit (per additional bed) (c) Motels with kitchen facilities Units having not more than two (2) available beds 0.40 (per each available bed) ii. Units having more than two (2) available bed spaces 0.50 (per each available bed) Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix A - February 2007.doc Rules and Regulations Appendix A FEBRUARY 2007 A-3 CLASS OF USE EQR VALUE (d) Mobile home parks (per each available space or per living 1.00 unit). (e) Dormitories without cooking facilities (per each rental bed) 0.5 (f) Recreational vehicle parks (spaces filled by recreational vehicles on a year-round basis shall be evaluated under the "mobile home park" category) Camping or vehicle spaces without sewer hookup 0.50 (per space) ii. Camping or vehicle spaces with sewer hookup 1.00 (per space) iii. Camper dump station By Special Review (g) Add for central laundry facilities (per washing machine 1.05 or available hookup) (h) Add for central kitchen facilities per Section B(1) (i) For irrigated green space, such as lawns and garden, see Section (D)(2) below NOTE: Initial Tap Fees, System Development Fees, and monthly service charges for all Multi -Family Residential Units and Transient Residential Units, during construction, shall be calculated on the basis of 1.0 EQRs of service per building. Said initial Tap Fees and System Development Fees shall be paid by the Customer to the District at the time the user submits an application for a tap permit, which shall occur prior to the issuance of a building permit by the County or Town, and prior to physical connection to the District's Water or Sewer Systems, whichever occurs first. The balance of the Tap Fees and System Development Fees for all Multi -Family Residential Units and Transient Residential Units, calculated according to this Section A, shall be due and payable immediately upon receipt of the temporary or permanent Certificate of Occupancy for the structure in question. Service charges accruing after receipt of the temporary or permanent Certificate of Occupancy shall be adjusted in accordance with section 7.04 of these Rules and Regulations. B. COMMERCIAL CLASSIFICATIONS Restaurants, Bars, Banquet Rooms and Drive -Ins Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix A - February 2007.doc Rules and Regulations Appendix A FEBRUARY 2007 A-4 CLASS OF USE EQR VALUE (a) Restaurants and bars (per 10 seats) 0.65 (b) Banquet rooms (per 10 seats) 0.35 2. Laundromats (commercial laundries evaluated per (B)(4) and (B)(5) below) (a) Per building, use (B)(4) below. (b) Per washing machine or available hookup 0.50 3. Service Stations (a) Per fuel nozzle 0.40 4. Car Washes (a) For each bay/rack where cars can be washed. i. Manual bay 3.15 ii. Automatic bay 15.60 5. Office Buildings 0.5 EQR/1,000SF 6. Retail/Department Buildings 1.0 EQR 1,000 SF 7. Warehouse/Industrial Buildings 0.3 EQR/1,000 SF 8. Grocery Stores. (per 1000 square feet or part thereof) 0.20 9. Irrigated Green Space. For irrigated green space, such as lawns and garden, see Section (D)(2) below. 10. Commercial establishments, which use District water for process water, shall be assessed an additional 1 EQR per 350 gal/day of actual water use. NOTE: Initial Tap Fees, System Development Fees, and monthly service charges for all Commercial Classifications, during construction, shall be calculated on the basis of 1.0 EQRs of service per building. Said initial Tap Fees and System Development Fees shall be paid by the Customer to the District at the time the user submits an application for a tap permit, which shall occur prior to the issuance of a building permit by the County or Town, and prior to physical connection to the District's Water or Sewer Systems, whichever first occurs. The balance of the Tap Fees and System Development Fees for all Commercial Classifications, calculated according to this Section B, shall be due and payable immediately upon receipt of the Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix A - February 2007.doc Rules and Regulations Appendix A FEBRUARY 2007 A-5 CLASS OF USE EQR VALUE temporary or permanent, whichever first occurs, Certificate of Occupancy for the commercial structure in question. Service charges accruing after receipt of the temporary or permanent Certificate of Occupancy shall be adjusted in accordance with section 7.04 of these Rules and Regulations. In any instance in which it is unclear which EQR value to assign to a commercial structure, the lowest EQR value for commercial classifications shall be used, subject to later adjustment at the Board's sole discretion. Any change in use of a commercial structure may be subject to increased fees and charges in accordance with Section 6.05 of these Rules and Regulations. C. CHURCH AND SCHOOL CLASSIFICATIONS Churches. (per 100 seats; rectories or other living areas are additional) 1.00 2. Schools. Day care centers, public and private day schools including administrative centers, warehouses, buildings for equipment repair and/or storage (such as for buses). Swimming pools, hot tubs, spas and similar facilities are additional. Staff includes teachers, librarians, custodians, and administrative personnel associated with school functions. (a) Without gym or cafeteria (per 50 potential students and staff) 1.50 (b) Without gym but with cafeteria, or with gym but without 2.00 cafeteria (per 50 potential students and staff) (c) With gym and cafeteria (per 50 potential students and staff) 3.00 3. Irrigated Green Space. For irrigated green space such as lawns and garden, see Section (D)(2) below NOTE: Initial Tap Fees, System Development Fees, and monthly service charges for all Church and School Classifications, during construction, shall be calculated on the basis of 1.0 EQRs of service per building. Said initial Tap Fees and System Development Fees shall be paid by the Customer to the District at the time the user submits an application for a tap permit, which shall occur prior to the issuance of a building permit by the County or Town, and prior to physical connection to the District's Water or Sewer Systems, whichever first occurs. The balance of the Tap Fees and System Development Fees for all Church and School Classifications, calculated according to this Section C, shall be due and payable immediately upon receipt of the temporary or permanent, whichever first occurs, Certificate of Occupancy for the structure in Roaring Fork Water & Sanitation District IM 996\96059\A-02 Rules and Regulations\Appendix A - February 2007.doc Rules and Regulations Appendix A FEBRUARY 2007 A-6 CLASS OF USE EQR VALUE question. Service charges accruing after receipt of the temporary or permanent Certificate of Occupancy shall be adjusted in accordance with section 7.04 of these Rules and Regulations. Roaring Fork Water & Sanitation District IM 996\96059\A-02 Rules and Regulations\Appendix A - February 2007.doc Rules and Regulations Appendix A FEBRUARY 2007 A-7 CLASS OF USE EQR VALUE D. SPECIAL CLASSIFICATIONS Common Areas, Parks and Vacant Lands. (For each 1,000 square 0.15 feet or fraction thereof, of irrigated green space) 2. Irrigated Green Space. (a) Single-family residential units (including associated secondary residential units), duplexes, and multi -family residential units shall be allowed 5,000 square feet of irrigated green space for each 1.0 EQR otherwise calculated under this schedule. (b) For each additional 1000 square feet or fraction thereof of irrigated green space above the allowed amount, add 0.15 3. Swimming Pools, Hot Tubs, Spas (a) Separate buildings which house swimming pools or hot tubs, and which are not covered by any other classification in this fee schedule, shall be evaluated under Section (B)(4), above, as well as the following: (b) Swimming pools, per 25,000 gallons of capacity (lesser 1.00 amounts shall be prorated accordingly) (c) Hot tubs and spas, greater than 500 gallons 0.20 per 500 gallons 4. Unclassified Uses. For any water use or water -using structure or appliance not otherwise covered by this schedule, the Board of Directors shall determine the EQR value on a case-by-case basis according to anticipated water use and consumption. END OF APPENDIX A Roaring Fork Water & Sanitation District IM 996\96059\A-02 Rules and Regulations\Appendix A - February 2007.doc Rules and Regulations Appendix A FEBRUARY 2007 A-8 APPENDIX -B ROARING FORK WATER & SANITATION DISTRICT RULES AND REGULATIONS February 2007 Prepared By: Schmueser Gordon Meyer, Inc. 118 W. 6th St., Suite 200 Glenwood Springs, CO 81601 Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 1 INDEX Beginning Paqe I. SUBMITTAL INFORMATION . . ............................................................. B-3 II. WATER TRANSMISSION AND DISTRIBUTION LINES .........................B-8 III. WATER SERVICE LINES AND APPURTENANCES............................B-13 IV. FIRE PROTECTION FACILITIES.........................................................B-16 V. VALVES................................................................................................B-18 VI. TRENCHING, BACKFILLING AND COMPACTION..............................B-21 VII. PRESSURE TESTING AND FLOW TESTING.....................................B-26 VIII. DISINFECTION OF POTABLE WATER LINES....................................B-28 IX. SPECIAL CONSTRUCTION................................................................. B-30 X. BACKFLOW PREVENTION.................................................................B-34 XI. SANITARY SEWERLINES...................................................................B-35 XII. TRENCHING, BACKFILLING AND COMPACTION..............................B-51 XIII. WATER DETAILS XIV. SANITARY SEWER DETAILS Roaring Fork Water & Sanitation District I:\1996\96059\A-02 Rules and Regulations\Appendix B - February 2007.docRules and Regulations Appendix B JANUARY 2007 B - 2 I. SUBMITTAL INFORMATION 1.00 GENERAL 1.01 Scope. This section shall cover the required submittal material necessary for the Roaring Fork Water and Sanitation District to review a water and sewer project to ensure that it confirms to these regulations. Included in this section are the requirements on preliminary, final and as -built drawings, specifications, soils reports, and other supporting documents. Finally, this section will cover the submission and review procedures to be followed for the District. Upon request of a Developer, and after consultation with the District Engineer, the District may approve variances from the Technical Specifications and Procedures contained herein. See Rules and Regulations for procedures. 2.00 PRELIMINARY DRAWING REQUIREMENT 2.01 General. This section shall include the requirements necessary for preliminary drawing submittal, specifications, calculations and soils reports. 2.02 Title Sheet. The first sheet of the drawings shall be the title sheet and shall have the following shown thereon. A. Location map, North arrow, numerical and graphical scale. B. Index to sheet of the drawings. C. General notes. D. Title block. The title block should not include the words "Title Sheet," but should contain the project name and a description of the information shown thereon. E. Title sheet shall be stamped "Preliminary Not for Construction" 2.03 Plan. The following items shall be included on all plan drawings. A. Scale: Use a maximum scale of one inch = 50 feet. Show scale numerically and graphically. B. North arrow. C. Show outline of water and sewer main and service lines. Show centerline of water and sewer line with appropriate ties to centerline of street or survey control lines, curbs, property lines or right-of-way lines and easement lines. . D. Show right-of-way or easement lines, street centerline and name, property lines, curbs, gutters, cross gutters, sidewalks, driveways, paving and other improvements, existing and proposed. E. On each sheet of the plan, show a sufficient number of typical sections to give the relative location of surface and underground improvements with respect to proposed sewer main. Indicate size, type and other appurtenant data for all improvements. F. Drawings shall be on standard 24 inch x 36 inch sheets. Roaring Fork Water & Sanitation District I:\1996\96059\A-02 Rules and Regulations\Appendix B - February 2007.docRules and Regulations Appendix B JANUARY 2007 B - 3 G. Utilities, sewers and storm drains. 1. Indicate the type, size and ownership of all existing utilities in streets or rights-of- way or rights-of-way in which the water and sewer lines are to be connected. Tie utilities, sewers, house connections and storm drains to streets rights-of-way centerline or to street property line. 2. Indicate portions of existing utilities that are to be abandoned because of water and sewer construction. H. Details. At intersections where tees, crosses, valves and concrete reaction blocks are to be provided, or at any other sections of the lines where a large number of fittings will be involved, show a large scale view of the appurtenances with dimensions to each separate fitting. 2.04 Calculations. One set of calculations supporting the design criteria used shall be furnished with the preliminary drawings. Each sheet of calculations shall be dated and have the name or initials of individual making the calculations. All calculations shall be by a professional engineer registered in the State of Colorado. 2.05 Soils Report. A soils investigation report shall be provided with the preliminary drawings. Sufficient subsurface exploration borings and analyses shall be made to permit the Roaring Fork Water and Sanitation District to make an adequate assessment of any soil problems that may be encountered. The soil investigation report shall contain the findings and supporting data for the following: A. The relative density type and extent of material to be encountered. B. Excavation problems. C. Location and extent of excavation. D. The suitability of excavated materials for use as backfill or bedding. E. The compaction characteristics of the soils. F. The groundwater level and conditions. G. The earth resistivity, moisture content, pH, degree of variation, presence of sulfates, and the likelihood of stray, direct currents. H. Test Holes. The depth of test holes shall be at least two feet below the proposed pipeline elevation. The spacing of test holes shall be a minimum of 600 feet or where unusual conditions exist. The spacing shall be such to adequately define soil. The soils report shall make recommendation on the consolidation, hydrocompaction shrinkage potential 2.06 Surveys. All the existing conditions, including rights-of-way easements and horizontal and vertical control information, shall be prepared by a registered land surveyor in the State of Colorado. Roaring Fork Water & Sanitation District I:\1996\96059\A-02 Rules and Regulations\Appendix B - February 2007.docRules and Regulations Appendix B JANUARY 2007 B - 4 3.00 SUBMISSION AND REVIEW PROCEDURE 3.01 Procedures. This section shall cover the procedures and time frame necessary to submit water and sewer drawings to the Roaring Fork Water and Sanitation District. 3.02 Preliminary Drawing Review. A. One set of blueprints and specifications, on paper and electronic format, of the proposed water and sewer system accompanied by one set of supporting data shall be submitted to the District at least 45 days prior to a regular meeting of the Board. The preliminary drawings and specifications of the proposed water and sewer system shall be reviewed in general and, if in acceptable form for processing, shall be referred by the District Administrator to the following offices and interested persons for study and recommendation at least 30 days prior to a regular Board meeting. 1. The District Engineer (SGM, Inc.) 2. Garfield County 3. Roaring Fork Water & Sanitation District When transmitting the preliminary drawings and specifications for review, the District shall indicate to the reviewing agency the date and time of the District meeting at which the proposed water and sewer system will be discussed and formal action taken by the Board. B. At the regular meeting of the Board at which the proposed water and sewer system is to be considered, the Board shall review all written and oral recommendations presented and shall, upon diligent evaluation of the facts, approve or disapprove the preliminary plans for the proposed sewer system. C. Should the Board approve the preliminary plans, written notice of said approval shall be transmitted to the Applicant along with any modifications required by the District. Such approval of preliminary plans shall permit the Applicant to prepare final construction drawings in accordance with the standards established by the Board and incorporate any modifications required by the District. 3.03 Final Drawing Review. A. Final drawings and specifications shall be prepared in the form prescribed for preliminary drawing requirements. In addition, the title sheet shall provide a space for certification of construction approval by the Board of the Roaring Fork Water and Sanitation District. B. Final drawings consisting of four sets of prints, one set of drawings in electronic format and the AutoCAD file for the project shall be submitted to the Board for final review at least 10 days prior to a regular meeting of the Board. C. If the final drawings are found to be in compliance with the District's standards and these regulations and any modifications requested by the Board, the District Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 5 shall recommend approval of the plans at the next regular Board meeting. D. If the final drawings and specifications are found not be to be in compliance with the District standards and any modifications requested by the Board, the District Engineer shall recommend disapproval of the plans and submit a written itemization of the deficiencies at the next regular meeting of the Board. Non- conformity of the final plans with the District's standards and requirements of the Board may result in disapproval of the project by the District. E. The Applicant is strongly advised against receiving construction bids or beginning construction until certification of approval of final plans and specifications has been received from the District. 3.04 Construction Procedures. Following final approval of the plan(s) by the District, the Applicant may proceed with construction. In addition, to all construction requirements contained in other portions of the Specifications, the Applicant and their Contractor shall observe the following: A. A mandatory pre -construction meeting shall occur 48 hours prior to any excavation. Participants may include, but are not limited to, the following: Representatives of the Contractor, Excavator, Engineer, Applicant and District. B. In the event that said construction does not commence within 6 months of the approval date, the plans must be resubmitted for review and approval. If construction on the main installation is halted for more than 6 months, plans must be resubmitted for review and approval. 3.05 Record Drawings. Two sets of record drawings, one set of drawings in an acceptable electronic format and the AutoCAD file of the project shall be submitted to the District within 30 days of completion of construction. The record drawings shall be prepared according to the following general requirements: A. A certified survey shall be provided to the District that shall show the location of the sewer line to permanent physical objects located in the field. All valves, tees, curb boxes, hydrants, storage tanks and pump stations and other major appurtenances shall be given two swing ties to a physical permanent object in the field. In all cases, the distance from sewer line and appurtenance items shall be dimensioned to rights-of-way easements and property lines. B. The benchmarks or benchmarks used on the project to determine sewer line depth shall be shown on the drawings and shall be based on U.S.G.S datum. C. All sewer lines shall have manhole rim and invert elevations, percent slope and horizontal distance of each line between manholes shown. Sewer service lines stubbed to property lines shall have two swing ties provided to permanent objects and shall be marked with fence posts. D. Manufacturer's literature and product data, including catalog sheets and descriptive literature for all materials and equipment used, shall be provided with record drawings. E. CADD files shall be submitted to the District in AutoCAD format, either on an Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 6 acceptable electronic media or e-mailed. F. A video of the inside of all 8 inch sewer mains shall be provided in an acceptable electronic format. End of Section I Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 7 II. WATER TRANSMISSION AND DISTRIBUTION LINES 1.00 GENERAL 1.01 Scope. This section shall include all materials, labor, equipment and miscellaneous items necessary to install all raw water, potable water transmission and distribution pipelines and appurtenances as specified herein for the Roaring Fork Water and Sanitation District. 1.02 Protection of Work. All pipe, fittings, valves and equipment shall be carefully handled, stored and protected to prevent damage to materials, protective coatings and linings. At no time shall such materials be dropped or dumped into the trench. Precautions shall be taken to prevent foreign matter from entering the pipe, fittings and valves prior to and during installation. No debris, tools, clothing or any other material shall be placed in the pipe during installation. Whenever pipe installation is suspended, either temporarily or overnight, the open end of the pipe shall be sealed with a watertight plug to prevent the entrance of trench water, debris or foreign matter into the pipeline system. Under no circumstances shall trench water be allowed to enter the pipeline. When water is present in the trench, the plug shall remain in place until the trench is pumped dry. Whenever trench water becomes evident, measures shall be taken to prevent pipe flotation. If, in the opinion of the Engineer, the Contractor is incapable of keeping the pipe free of foreign matter during installation, the Engineer shall require the Contractor to protect the pipe ends with water tight plugs until the start of the joining operation. 2.00 MATERIALS 2.01 General. This item covers the types of materials that will be required for the construction and installation of water lines. All materials used shall be new, of the best quality available, and conform to applicable standards as indicated herein. 2.02 Ductile Iron Pipe and Fittings. A. Ductile Iron Pipe. Reference Standard - ANSI, 21.51/AWWA C151, latest revision. 2. Thickness Class - Minimum Class 52 unless design conditions warrant higher -class pipe. 3. Pipe joints shall be push -on joints except where specifically shown or detailed otherwise. 4. Restrained joint pipe shall be Griffin Snap Lok or approved equal. B. Fittings. Type - All fittings shall be mechanical joint except where specifically shown or detailed otherwise. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 8 2. Reference Standard - ANSI/AWWA C153 for flanged mechanical joint and push -on joints (3 inch - 24 inch). 3. Material - Ductile iron. 4. Pressure Rating - 350 psi. C. Joints. 1. Mechanical, Reference Standard - ANSI A 21.53/AWWA C153 (latest revision). 2. Push -on, Reference Standard - ANSI A 21.52/AWWA C153, latest revision. 3. Flanged, Reference Standard - ANSI B 16.1, Class 125, latest revision. D. Gaskets. 1. Type - Rubber ring gaskets shall be suitable for the specified pipe sizes and pressure. 2. Reference Standard - AWWA C111, latest revision. 3. Lubricant - A non-toxic vegetable soap lubricant shall be supplied with the pipe. E. Protective coatings — Refer to Detail 1. 1. Underground Service - Manufacturer's standard bituminous coating - minimum 1 mil thickness. 2. Polyethylene Film Envelope - Polyethylene encasement shall conform to AWWA C105, latest edition, or ANSI A.21.5. Film shall be Class C with a nominal thickness of 8 mils. Tape for securing the film shall have a minimum thickness of 8 mils and a minimum width of 1 inch. The polyethylene film shall be free of streaks, pinholes, tears or blisters. F. Protective Lining. 1. Type - Cement mortar. 2. Reference Standard -ANSI A 21.4/AWWA C104, latest revision. 3. Thickness - Standard. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 9 G. Couplings. Style - Solid sleeve. H. Tracer Wire Tracer wire shall be 12 gauge or larger, insulated, stranded copper installed on all water mains. All splices shall be watertight and underground. 3.00 INSTALLATION 3.01 General. All transmission and distribution lines to be dedicated to the Roaring Fork Water and Sanitation District, shall be located a minimum of ten feet inside a public easement. The location of water lines within side lot line easements or rear lot easements is discouraged. Refer to Detail 11. When site conditions allow, the water line should be located outside paved areas. At all times, water lines shall be located so that District maintenance personnel can easily maintain and operate those lines. Easements or rights-of-way used during installation of water mains shall be a minimum width of 25 feet, 12.5 feet on either side of centerline. In dredge areas and other special conditions, a wider easement may be required. 3.02 Pipeline Depth. The minimum depth of bury of water mains shall be as follows: (Depth of bury equals depth to top of pipe). A. Mains shall be buried a minimum depth of 5.5 feet or 66 inches (below existing or proposed grade) in all locations. B. When water mains are to be located underneath storm drains, culverts or any other submerged air space, the required depth of bury shall be 5.5 feet deeper than crossing elevation. This is necessary to ensure that the water line is beyond the frost depth associated with the storm drain culvert, etc. In some cases, the District engineer may allow insulation in place of increased depth where water lines cross under one of the above. 3.03 Cleaning and Inspection. Clean all pipe, fittings, valves and related materials thoroughly of all foreign material; inspect for cracks, flaws, or other defects prior to installation. Mark all defective, damaged or unsound materials with bright marking crayons or paint and remove from job site. Of particular concern should be the gasket groove in the pipe bell. All spurs, excess paint, and any other defects within the gasket groove shall be either removed or repaired, or the pipe shall be deemed unacceptable. The Contractor shall take all necessary precautions to prevent any construction debris from entering the water lines during construction of water lines and appurtenances. If debris shall enter the distribution system, the Contractor shall furnish all labor and materials necessary to clean the system. Under no circumstances will the Contractor flush the debris into an existing distribution system. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 10 3.04 Installation. Pipe shall be laid in straight sections with bell ends facing the direction of laying unless otherwise directed by the District. Where pipe is laid on grade of 1 % or greater, the installation shall proceed uphill with the bell ends facing upgrade. The pipeline shall be installed so that a continuous positive or negative grade is maintained between high and low points to avoid air pockets. At no time will a high point in the line be acceptable unless an air and vacuum valve is installed to relieve air pockets. Jointing of the pipe shall be made in accordance with the directions of the manufacturer of the pipe and the manufacturer of the couplings. The allowable pipe deflection per joint shall not exceed the maximum deflection tolerances specified by the manufacturer. Pipe shall be lowered into the trench with ropes, slings or machinery. Under no circumstances should the pipe be pushed off the bank and allowed to fall into the trench. In joining the pipe, the exterior four inches of the pipe end (at the spigot), and the inside of the adjoining bell shall be thoroughly cleaned to remove oil, grit, tar and other foreign material. The gasket shall be placed in the bell so it will spring into its proper position inside the pipe bell. A thick film of the non-toxic joint lubricant shall be applied over the entire surface of the gasket. The spigot end of the pipe shall then be wiped clean and inserted into the bell to contact the gasket. The pipe shall be pushed all the way into the bell by crowbar or by jack and choker slings. Extreme care shall be exercised when joining the pipe to avoid damaging the bell or rolling the gasket. The bell end of the pipe shall be protected by a piece of wood when pushing the pipe. Generally, every pipe has a depth of insertion stripe on the spigot end. The pipe shall be inserted to the full depth of the stripe. Check bells for rolled gasket with feeler gauge. The cutting of pipe for fittings or closure pieces shall be done in a neat and workmanlike manner to prevent damage to the pipe or lining. All cuts should leave a smooth end at right angles to the axis of the pipe. Flame cutting on pipe, by means of an oxyacetylene torch, will not be allowed. Once a pipe is cut, the cut end shall be beveled free of spurs, which may damage rubber gaskets. 3.05 Connection to Existing Water Facilities. All main line connections between existing and proposed piping shall be made during non -business hours or at a time, which is acceptable to the District. All shut -offs shall be planned 24 hours in advance and all persons affected by the shut-off shall be given a 24-hour notice. Take all precautions to prevent contamination when making connections to existing potable water lines. No trench water, mud, or other contaminating substances shall be permitted to enter the pipeline. 3.06 Future Connections. At intersections, dead-end runs, or other locations where the possibility may exist for a future connection, a tee or cross and a valve should be provided. In addition, the stub out must extend to the property line. This procedure allows a future connection to be made while keeping the existing main line in service at all times. In each case, the valve shall be properly restrained to the tee or cross, using restraining rods with eyebolts. In addition, a concrete reaction block will be placed on the plugged end of the valve. 3.07 Protection of Water Supplies. Water lines shall be located a minimum of 10 feet horizontally from existing or proposed sewer mains. Wherever the sewer line crosses above or within 18 inches beneath the water lines, the sewer line shall be made impervious by any of the three methods listed below also refer to Detail 13: A. Method 1. Twenty feet of AWWA DR18 C-900 PVC, shall be used for sewer pipe and Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 11 centered over the water main. The joints between the sewer pipe and the placement pipe (DIP or PVC) shall be encased in a concrete collar. The concrete collar will be a minimum of 1 foot thick, centered on the joint. B. Method 2. Twenty feet of AWWA DR18 C-900 PVC, shall be used for sewer pipe and centered over the water main. The joints between the sewer pipe and the placement pipe (DIP or PVC) shall be sealed with solid sleeves with transition gaskets. C. Method 3. The sewer pipe shall be reinforced with concrete encasement. The encasement shall be at least six inches thick on either side of the water main, and extend 10 feet each side of the water main. In all cases, select granular backfill shall be used to prevent any settling of the higher pipe. All work should be in strict conformance with the Colorado Department of Health's "Design Criteria for Potable Water Systems". 3.08 Reaction Anchor and Blocking. Concrete thrust blocks shall be provided as shown in Detail 2 for all tees, elbows, plugs, reducers, valves, fire hydrants, and crosses if one or more sides of the cross are plugged. The bearing area of the block shall be at least equal to that stated on the attachment. The bearing surface shall be against undisturbed earth. The block shall be placed normal to the thrust as show on the drawings. Concrete for thrust blocks shall have a 28 day 3,000 psi compressive strength. (NOTE: No other materials other than concrete may be used in thrust blocks). If the concrete has not had sufficient time to cure (e.g., restoring water service), the Contractor shall be required to use temporary bracing for added strength. Use of additional wood bracing will help prevent fitting and valves from leaking or "blowing off' when water pressure is restored to the main line. Whenever a concrete thrust block is placed, wood or plastic sheets shall be used to prevent concrete from adhering to nuts and bolts. Any concrete splattering onto a nut or bolt will be removed before the line is backfilled. 3.09 Tracer Wire. Electrical tracing wire shall be required on all water mains. The wire shall be taped to the top of the pipe at 10 foot intervals to prevent dislocation of the wire during backfilling. The tracer wire shall be extended to the surface at all valves and fire hydrants. The wire shall be extended towards the ground on the outside of the valve box until the wire is within 4 inches of the top of the lid, at which point it shall be brought back inside the box and securely fastened. Sufficient slack in the outside of the wire shall be provided to compensate for any future adjustment to the valve box. The tracer wire shall be continuity tested prior to acceptance of the pipeline. 4.00 SIZING OF MAINS 4.01 General. All main water lines shall be sized for peak hour flow plus fire flows required by the Carbondale Rural Fire Protection District at a 20 psi residual flow. Minimum size shall be 8 inches in diameter. End of Section II Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 12 III. WATER SERVICE LINES AND APPURTENANCES 1.00 GENERAL 1.01 Scope. This section shall include furnishing all materials, labor, equipment and miscellaneous items necessary to install all water service lines and appurtenances as specified herein for the District. Note: The District will own and maintain that portion of the service line from the main line up to and including the curb valve. The curb valve shall be placed on the property line; however, at all times, it will fall on the District side of the property line. All work and materials from the curb valve to the building shall be in conformance to the most recently adopted Uniform Plumbing Code. 2.00 MATERIALS 2.01 Copper Service Pipe. A. Reference Standard - ASTM B88, latest revision, Type K soft. B. Size - See 3.06 below. C. Do not use any pipe lubricants for service line fittings. 2.02 Corporation Stops. A. Material - Brass or bronze. B. Size - Same as copper service line. C. Reference Standard - AWWA C800, latest revision. D. Inlet - Threaded CC type. E. Outlet - Compression fittings. 2.03 Service Saddles. A. Materials - Bronze service clamp, 'O' ring gasket, double strap, IPS thread. B. The District will require saddles to be installed. 2.04 Curb Stop. A. Materials - Cast bronze body, resilient'O' ring seals, standard tee head operator, Teflon ball valve type. B. Inlet - Compression fitting. C. Outlet - Compression fitting. D. Standard reference AWWA C800, latest revision. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 13 E. Manufacturer's reference - Mueller B25204. 2.05 Curb Box. A. 0.75 inch to 1 inch, Manufacturer's reference - Mueller H-10314 or equal. B. 1.25 inch to 1.5 inch, Manufacturer's reference - Mueller H-10336 or equal. C. Curb box must be traffic rated when located within traffic areas. 2.06 Couplings. A. Materials - Compression fittings. 3.00 INSTALLATION 3.01 Service Line Installation. All trenching, backfilling and compaction shall conform to Section VI of these regulations. All service lines shall be disinfected and pressure tested as per Sections VII and VIII of these regulations. Refer to Detail 3. 3.02 Service Line Depth. A depth of bury for all service lines shall be a minimum of 5.5 feet. 3.03 Tapping Pressurized Mains. All 0.75 inch — 1.5 inch taps on pressurized mains shall be made by the District. Those greater than 1.5 inches shall be performed by others with acceptable tapping equipment. 3.04 Tapping Unpressurized Mains. All taps on unpressurized mains (new subdivision mains) shall be performed by the District. Upon special request, District may allow Contractor to tap main. 3.05 Permits. A road cut permit for excavation in Garfield County streets, alleys and easements must be completed prior to tap. Forty-eight hour notice is required by the District prior to making taps and locating lines. Taps and locations will not be done without a water application filled out by Customer. 3.06 Service Line Sizing. Service lines are to be sized by Customer but the maximum copper service line allowed will be 1.5 inches. The customer is encouraged to have an engineer size the service line. The District will not provide this service. 3.07 Final Inspection. The final inspection shall be scheduled with the District forty-eight hours in advance. The inspection will include inspection of the service connection, water meter, backflow device, rain sensor, curb valve and sewer cleanout. 4.00 METERS 4.01 Type. Magnetic drive, sealed register, radio read meter interface unit. Turbo meters for 3 inch and larger. 4.02 Manufacturer's Reference. Neptune T10 Brass Meter with E -coder and Radio Read MIU Roaring Fork Water & Sanitation District I:\1996\96059\A-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 14 4.03 Installation. Install all meters in a horizontal position with a suitable holding device to support piping, meter and provide electrical bond when meter is taken out for testing. Pre - manufactured holding devices or yolks are available which cut down labor time to install meter. Install in building where meter and pressure reducing valve will not freeze. Upon final inspection, if the meter is not able to be read by radio from the street, the MIU may need to be relocated on an outside wall at least six feet above grade where it is freely accessible and where falling or melting snow will not cover it (stucco construction can prevent the meters from being read by radio). Turbine meters should be installed with five pipe diameters upstream or downstream of bends, valves, PRV's, check valves or any other fitting that causes turbulence. 4.04 Meter Inspection. The water meter must be inspected by the District at final inspection after it is installed and before the Certificate of Occupancy is issued. 5.00 PRESSURE REDUCING VALVE (PRV) (Required in-house) 5.01 Manufacturer's Reference. Watts U-5-13 or equal. 5.02 Installation. Install upstream of the meter on 1 inch and 0.75 inch meters only. Install downstream of the meter for 1.25 inch and larger meters. Allow for easy access to strainer and cleanout plug. 5.03 Pressure Testing. Downstream pressure to be set at 40 to 75 psi. 5.04 Inspection. PRV will be inspected during final inspection. 6.00 CHECK VALVE 6.01 Type. Rubber seat and spring assist. 6.02 Manufacturer's Reference. Ford H series or equal. 7.00 BACKFLOW PREVENTION DEVICE 7.01 Type. Double check backflow preventer or as required by state law 7.02 Manufacturer's Reference. Febco 7.03 Installation. Backflow prevention device must be installed after the meter. 7.04 Inspection. Backflow preventer will be inspected during final inspection. End of Section III Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 15 IV. FIRE PROTECTION FACILITIES 1.00 GENERAL 1.01 Scope. This section shall include furnishing all materials, labor, equipment and miscellaneous items necessary to install fire hydrants as specified herein for the Roaring Fork Water and Sanitation District. 2.00 MATERIALS 2.01 Fire Hydrants. A. Type - Dry barrel, traffic model with breakaway flange bolts and coupling. B. Reference Standard - AWWA C502, latest revision C. Outlet Size - One 4.5 inch NST, two 2.5 inch NST D. Hydrant Size — 5.5 feet or greater, from bury line to top of pipe E. Inlet Size - 6 inch F. Operation — 1.5 inch pentagonal national standard operating nut, open counter- clockwise, lubricating reservoir. G. Depth of Bury — 5.5 feet minimum H. Additional Requirements - Furnish hydrant complete with pipe and tee, 6 inch restrained mechanical joint gate valve and thrust blocks. Hydrant shall be restrained to the hydrant tee by 0.75 inch threaded rods protected from corrosion by the use of an approved bituminous coating. Furnish hydrant with bronze seat and lubrication reservoir. If the hydrant valve is located at the main then a 6 inch MJ x MJ swivel tee shall be used. Manufacturer's Reference - "Mueller" Centurion A423 "Kennedy" K -81A Guardian K. Color - Hydrant to be painted red above the bury line. L. Pressure Rating - 250 psi 3.00 INSTALLATION 3.01 Hydrant Spacing. The development density and type of development shall determine the spacing of fire hydrants that each hydrant is to serve. In a low-density residential area, the maximum spacing of fire hydrants shall not exceed 500 feet. In medium to high-density residential areas, the maximum spacing shall not exceed 400 feet. In commercial and high-risk areas, the spacing shall not exceed 300 feet. The maximum distance from commercial buildings to hydrants shall be 150 feet, and shall be based on hose length. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 16 3.02 Location. Fire hydrants shall be located whenever possible at an intersection and in a public right-of-way or a utility easement. There shall be a minimum of 1.5 feet between outlet nozzle and back of curb or sidewalk. In all cases, hydrants shall be located out of the direct flow of pedestrian and vehicular traffic. Wherever possible, hydrants located consecutively along a street shall be placed on opposite sides of the street so that stringing fire hoses across a street during a fire can be kept to a minimum. Hydrants shall be placed at all intersections, at end of cul-de-sacs and at all dead-end runs. Hydrant location shall be approved by Carbondale Rural Fire Protection District. 3.03 Installation. The bury line shall be located at finished grade. If the previously mentioned conditions are not met after the hydrant is installed and the street is at final grade, the hydrant must be brought to proper grade by installing extensions or other modifications as required. Bag all hydrants that are not in service. If the hydrants have been accepted by the District and the hydrant needs to be raised due to Homeowner landscaping problems then the cost of the hydrant raising will be the responsibility of the homeowner. Refer to Detail 4. 3.04 Hydrant Appurtenances. All fire hydrants shall be connected to the main line by means of a mechanical joint tee with 6 inch Class 52 ductile iron pipe branch piping to hydrant. Each fire hydrant shall have a 6 inch valve on the branch pipe conforming to standards as outlined under Section V of these standards. The 6 inch gate valve shall not be located in the sidewalk, curb line, or gutter of the proposed street and shall be rodded to the main tee. Refer to Detail 4 3.05 Hydrant Restraint. The hydrant shall be restrained to the main line with 0.75 inch all - thread rod extending from the main line tee to the 6 inch valve and then from the 6 inch valve to the hydrant. The 0.75 inch rods shall be tied to each joint with the use of eyebolts. A bitumastic coating (to prevent corrosion) shall be liberally applied to the all thread rod and eye bolts. In addition, the hydrant and main line tee shall be provided with concrete thrust blocks. Refer to Detail 2. 3.06 Dry Barrel Type Drainage. All hydrants shall be provided with a minimum of 0.33 cubic yard of 0.75 inch screened, crushed rock and shall be placed under the weep hole outlet to assure proper drainage. The crushed rock shall be encased in separator fabric to prevent the mitigation of fines. Prior to the screened rock being placed under the weep hole outlet, the area around the weep holes on the hydrant will be covered with plastic sheeting allowing enough room under the sheeting for the hydrant to drain and also preventing concrete from entering the weepholes. 3.07 Inspection. Prior to backfilling around the hydrant, a visual test shall be conducted to ensure the proper operation of the weep holes. The hydrant shall be partially opened and then closed. Water trapped in the hydrant barrel section should begin to drain. If water is not draining, the well holes should be cleared of any obstructions restricting the flow of water. End of Section IV Roaring Fork Water & Sanitation District IM 996\96059\A-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 17 V. VALVES 1.00 GENERAL 1.01 Scope. This section shall include furnishing all materials, labor, equipment, and miscellaneous items necessary to install gate valves, butterfly valves, air release and vacuum valves, and valve boxes as specified herein for the Roaring Fork Water and Sanitation District. 2.00 GATE VALVES 2.01 Materials. A. Double disk bronze wedge or resilient seat. Size - As shown on plans up to 12 inch (14 inch and larger shall be butterfly valves). 2. Reference Standard - AWWA C509, latest revision. 3. Style - Iron body, double disk bronze wedge. 4. Pressure Rating - 200 psi. 5. Wrench Nut - Two-inch square, open by turning to the left (counter- clockwise). 6. Stem - Non -rising. 2.02 Location. Whenever possible, water main valves shall be located at street intersections. Valves must be placed on all runs of a tee or cross. For instance, each cross shall have four valves located at the intersection while tees shall have three valves located at the intersection. Valves shall be located at the intersection. Valves shall be located at the end of all dead-end intersections for future connections. 2.03 Valve Spacing. Valves on cross -connecting or looped mains shall be spaced such that no single break shall require more than 500 feet of line to be out of service at one time. All distribution mains connecting to transmission mains must be valved at the tie-in. 2.04 Installation. All gate valves shall be installed with the 2 inch operating nut plumb and true with the vertical and centered within the valve box. District personnel will inspect the valve and valve box after installation to ensure that a valve key can easily be set on the operating nut. The operating nut shall be within 6 feet of finished grade or an extension must be provided attached to the nut. Refer to Details 5 and 6. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 18 3.00 BUTTERFLY VALVES 3.01 Materials. A. Reference Standard - AWWA C-504, latest revision. B. Type - Rubber -seated, tight closing type. C. Ends - Both ends shall be mechanical joint for direct bury. Valves in vaults shall be flanged. D. Valve Body - Shall be high strength cast iron ASTM A 126, Class B with 18-8 type 304 stainless steel body seat. E. Operator - Valve operator shall be of the traveling nut type, sealed, gasketed and lubricated for underground service. Operating nut shall be two-inch square and shall open left (counter clockwise). F. Rated Working Pressure - Class 150B, 150 psi. Above 150 psi working pressure, use Class 250B or equal. G. Manufacturer's Reference - Mueller Line Seal III. 4.00 AIR RELEASE AND VACUUM VALVES 4.01 General. This specification covers all air release, vacuum valves or combination air release valves. The type of valve used shall be dependent upon the conditions under which it will operate. 4.02 Materials. A. Size - To be designed by Engineer for proper application. B. Body - Cast iron. C. Float - Stainless steel. D. Seat - Buna-N. E. Pressure Rating - 200 psi. 4.03 Locations. Air release, vacuum valves or combination air release valves shall be installed on transmission and long distribution lines to permit efficient filling or draining of long pipelines. In addition, they should provide protection against vacuum and shall continuously vent pockets of air accumulated in the pipeline. The type of valve shall depend upon the intended use of operation. 4.04 Installation. Air release, vacuum valves or combination release valves shall always be installed at the extreme high point of the distribution or transmission line. These valves shall be Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 19 installed in a precast manhole vault with the fitting as shown in Detail 7. 5.00 VALVE BOXES 5.01 Materials. A. Material - Cast iron. B. Type - Three piece, screw type. C. Size — 5.25 inch diameter. D. Cover - Deep socket type with the word "Water" cast in the top. E. Base - No. 160 type with 20.5 inch wide oval base. F. Valve Markers - For valves that fall outside of road pavement and shoulders, install a 6 foot long, green "carsonite" marker or green metal "T" stake on all new valves. Marker shall have valve decal at top. 5.02 Installation. Valve boxes shall be installed plumb and true, and centered over the 2 inch operating nut. Bricks shall be placed under the flange of the valve box bottom so that at no time loadings on the valve box will be transmitted to the valve. Valve box lid to be placed 0.25 inch - 0.5 inch below grade when located in asphalt or concrete. A debris cap shall be installed as close as possible to the cast iron cap without interfering with the operation of the cap. Refer to Details 5 and 6. End of Section V Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 20 VI. TRENCHING. BACKFILLING AND COMPACTION 1.00 GENERAL 1.01 Scope. This section shall include all labor, materials, equipment, and miscellaneous items necessary to perform all excavation, backfilling and compaction of underground waterlines and appurtenances as specified herein for the Roaring Fork Water and Sanitation District. It shall be the Contractor's responsibility to secure all required excavation permits and pay all costs thereof. 1.02 Protection of Work. A. All excavation shall be protected by barricades, lights, signs, etc., as required by governing federal, state and local safety codes and regulations. Under no circumstances will more than 20 feet of trench be left open at night. Any trench left open at night will be protected by a temporary snow fence barricade and reflective tape. B. Sheeting, Shoring and Bracing - Where trench walls are not excavated at a stable slope, the Contractor shall provide and maintain sheeting sufficient to prevent caving, sliding or failure and property or bodily damage. Under normal construction conditions, sheeting shall be removed as work progresses. Sheeting shall remain installed if directed by the District or if pipe does not have sufficient strength to support backfill based on trench width as defined by the sheeting. The Contractor shall be held solely responsible for any violations of applicable safety standards. Particular attention is called to minimum requirements of OSHA and State of Colorado Occupational Safety and Health laws. C. Site Drainage - Excavation to be protected from surface water at all times. 2.00 MATERIALS 2.01 Embedment Materials. Pipeline embedment materials shall comply with the appropriate material as listed below and as illustrated in Detail 8. A. Class 6 Aggregate Base Course - Use for all distribution and transmission mains. In addition, use for all water service lines. Densely compacted 0.75 inch Class 6 aggregate, 4 inches below bottom of pipe with densely compacted 0.75 inch Class 6 aggregate to 12 inches above top of pipe. 2.02 Backfill Material. A. Characteristics - made of materials free from debris, organic matter from frozen material. Uniformly graded sufficient to allow proper compaction. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 21 B. No boulders greater than 6 inches in diameter in top 12 inches of backfill; bottom, 12 inches; or sides, 12 inches. Generally, no boulder greater than 12 inches in diameter in remainder of trench. 3.00 METHODS AND PROCEDURES 3.01 Site Preparation. A. Clearing - Remove all vegetation, stumps, roots, organic matter, debris and other miscellaneous structures and materials from work site. B. Topsoil Removal - Strip existing topsoil from all areas to be disturbed by construction. Topsoil to be stockpiled separately from excavated materials. C. Pavement Removal - Asphalt and bituminous pavements to be cut to the full depth of pavement. The vertical face of the cut shall be a straight line parallel to the limit of excavation. Cuts shall be made with a flat -bladed air hammer, concrete saw, or as approved by the District Operator. The method used should provide a straight, true cut. All asphalt located within trench limits to be hauled off site. Concrete pavements, including curbs, gutters and sidewalks, to be saw cut to the full depth of pavement at the nearest construction joint. The vertical face of the cut shall be a straight line parallel to the limit of excavation. All pavement removal shall be disposed of off site. Broken pavement shall not to be used in backfill material. 3.02 Trench Excavation. A. Limits of Excavation - Trenches to be excavated along lines and grades as approved by the District. Trench widths for pipe loading shall be measured 12 inches above top of pipe. Minimum trench width shall be the outside diameter of the pipe or conduit plus 16 inches. Maximum trench width to be the outside diameter of the pipe or conduit plus: (1) 24 inches for outside pipe diameter of 24 inches or less. (2) 30 inches for outside pipe diameter of greater than 24 inches. Trench excavation shall not to be completed more than 100 feet in advance of pipe installation. Backfill shall be completed within 20 feet of pipe installation by the end of any working day. B. Groundwater Control - Contractor to maintain facilities on site to remove all groundwater from trench. Water shall be kept at least 12 inches below the trench Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 22 bottom, to a point such that a firm base for pipe or conduit installation exists. Facilities shall be maintained until all concrete is cured and backfilling is in place at least 24 inches above anticipated water levels before water removal is discontinued. All water removal shall be subject to approval by the District. C. Stockpile Excavated Material - Excavated material to be stockpiled so as to not endanger the work or public safety. Maintain existing vehicular and pedestrian traffic with minimum disruption. Maintain emergency access and access to existing fire hydrants and water valves. Maintain natural drainage courses and street gutters. 3.03 Bottom Preparation. A. Where soils are suitable and have adequate strength, bottom to be graded and hand -shaped such that the pipe barrel rests uniformly on embedment material. B. Bell Holes - Material to be removed to allow installation of all fittings and joint projections without affecting placement of pipe. C. Over -Excavation - Whenever trench is over -excavated to eliminate point bearing rocks or stones or when undisturbed grade tolerances of 0.1 foot is exceeded, the Contractor is to re-establish grade using aggregate bedding materials. D. Unstable Materials - Materials that are not capable of supporting super -imposed loadings are defined as unstable materials. Should unstable materials be encountered during excavation, immediately notify the District. If unstable material is encountered, the trench bottom shall be over -excavated (minimum 6 inches) and backfilled with clean 2 inch to 6 inch rock with filter fabric installed around it to prevent migration of fines. The rock backfill provides increased water movement and helps stabilize the trench bottom. E. Rock Excavation - Rock shall be removed to a 4 -inch depth below in bottom pipe grading. Additionally, all rock loosened during jacking, blasting, etc., shall be removed from the trench. 3.04 Backfilling. A. Tamping Equipment - Except immediately next to the pipe, mechanical or air operated tamping equipment is to be used. Hand equipment, such as T -bar, is to be used next to pipe if necessary. Care is to be taken when compacting under, alongside and immediately above pipe to prevent crushing, fracturing, or shifting of the pipe. The Contractor is to note densities required for materials being backfilled and shall use appropriate approved equipment to obtain those densities. B. Moisture Control - Generally, maintain moisture of the backfill material within 2% of optimal moisture content as determined by ASTM D 698. Maintain close tolerances as needed to obtain densities required. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 23 C. Compaction - Maximum density (100%) based upon ASTM D698 or AASHTO T99. 1) Bedding Material. Includes material used for over -excavation of any kind: 95% Standard Proctor. 2) Select Material: 95% Standard Proctor. 3) Backfill beneath existing or proposed pavements, roadways, sidewalks, curbs, utility lines and other improvements or within 5 feet horizontally of such improvements 95% Standard Proctor. 4) Backfill within public or designated right-of-way: 90% Standard Proctor or as shown on the Drawings for those areas outside of No. 3 above. 5) Backfill within undeveloped, green or designated area: 85% Standard Proctor. D. Placing Backfill - The maximum loose lifts of backfill material to be as follows (use smaller lifts where necessary to obtain required densities): 1) Bedding and select material: 6 inches; 2) Backfill Material: 12 inches where 95% compaction required; 24 inches where less than 95% compaction required. E. Maintenance of Backfill - Contractor to maintain all backfill in a satisfactory condition during the extent of the contract and warranty period. The Contractor will be responsible for repairing any deterioration or settlement of the road surface. The District will issue notification of the required repairs. All costs for repair and all liability, as a result of surface deterioration or settlement, shall be the responsibility of the Contractor. 3.05 Surface Restoration. All existing surface improvements and site disturbed or damaged during construction to be restored to a condition equal to pre -construction condition. All restoration costs are considered incidental to the excavation and backfill. A. Improvements - Replace, repair or reconstruct all improvements as required. Work will not be accepted until the District accepts restoration and all affected property owners. Improvements include, by example, other utilities, culverts, structures, curb & gutter, mailboxes, signs, etc. B. Roadways - All roadways to be restored to original condition with the following minimum depths required: 1) Minimum base course material on gravel roadways or minimum depth gravel on hard surface roadways to be 12 inches. 2) Minimum bituminous surfacing to be 3 inches. 3) Minimum concrete paving to be 6 inches. C. If any pavement, street, shrubbery, sod, rock, fences, poles or other property Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 24 surface structures have been damaged, removed or disturbed by Contractor or subcontractor of Contractor, whether deliberately or through failure to employ standards, such property and structures shall be replaced or repaired to the District's satisfaction, at the expense of the Contractor. 4.00 QUALITY CONTROL - FIELD 4.01 Compaction. It should be fully understood that it will be the sole responsibility of the Contractor to achieve the specified densities for all embedment and backfill materials placed. Contractor will be responsible for ensuring that correct methods are being used for the placement and compaction of said materials. Correct backfill methods include, but are not limited to: A. Use of proper equipment for existing soil condition encountered. B. Moisture content of existing soils; determination if water should be added or if soil should be air-dried to reduce moisture content. C. Thickness of backfill lift. Contractor may, at their own expense, have an approved geotechnical engineer monitor the methods of backfill and compaction used to ensure that the desired densities are being obtained. 4.02 Inspection and Testing. Inspection and testing to be performed at the direction of the District. Contractor to cooperate fully with all persons engaged in testing. Contractor shall excavate as required to allow testing. Contractor shall backfill all test excavations in accordance with these regulations. 4.03 Density Testing and Control. A. Reference Standards - Density/moisture relationships to be developed for all soil types encountered according to ASTM D698 or AASHTO T99. B. Field Testing - Testing for density during compaction operations to be done in accordance with ASTM D2922 using nuclear density methods. C. Frequency of Testing - Minimum of one (1) test for each 100 feet of trench or as directed by the District. Contractor to excavate to depths required by Engineer for testing and backfill test holes to density specified. Testing to be paid for by the Contractor. End of Section VI Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 25 VII. PRESSURE TESTING AND FLOW TESTING 1.00 GENERAL 1.01 Scope. This section shall include furnishing all materials, labor, equipment and miscellaneous items necessary to perform pressure and leakage tests all distribution, transmission and service lines as specified herein for the District. 1.02 Hydrostatic Tests. Pressure and leakage tests shall be conducted on all newly laid pipe and service lines. Contractor to furnish all the necessary equipment and materials to conduct the test. Contractor shall test through fire hydrants if possible and will be responsible for installing the appropriate taps as approved by the District engineer if a hydrant is not available used. The test shall be conducted between valved sections of the pipeline, or as approved by the District. Water service lines will be tested up to the closed curb stop. A visual inspection of the water service connection, at the water main and at the curb stop, will be performed to check the leakage; thus, Contractor shall not backfill the corporation and curb stop connections until inspection by District representative has been completed and accepted. Furnish the following equipment and material for the tests: Amount Description 2 Approved graduated containers. 2 Pressure gauges. 1 Hydraulic force pump approved by the District. 1 Additional 0.75 inch pressure tap for District's gauge. 1 Suitable hose and suction pipe as required. Conduct the tests after the trench has been backfilled or partially backfilled with the joints left exposed for inspection, or when completely backfilled, as permitted by the District. Where any section of pipe is provided with concrete reaction blocking, do not make the pressure tests until at least 5 days have elapsed after the concrete thrust blocking is installed. If High -Early cement is used for the concrete thrust blocking, the time may be cut to 2 days. Conduct pressure test in the following manner unless otherwise approved by the District: After the trench has been backfilled as specified, fill the pipe with water, expelling all air during the filling. The test pressure shall be 1.5 times normal static system working pressure of the pipe at the point of lowest elevation (test minimum 150 psi). A. Duration The duration of each pressure test shall be two hours, unless otherwise directed by the District. B. Procedure Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 26 Slowly fill the pipe with water and allow to stand for 24 hours. Expel all air from the pipe. Apply and maintain the specified test pressure by continuous pumping in necessary for the entire test period. The test pressure shall be calculated for the point of lowest elevation, or as specified by the District. The pump suction shall be in a barrel or similar device, or metered so the amount of water required to maintain the test pressure may be measured accurately. 2. Before the line is pressurized, the District shall verify that all the necessary main line valves are open or closed with regard to the section of line being tested. In addition, the District shall verify that all hydrant valves are open. C. Leakage Leakage shall be defined as the quantity of water necessary to hold the specified test pressure for the duration of the test period. No pipe installation will be accepted if the leakage is greater than the number of gallons per hour as determined by the following formula: L = NNP 7400 In the above formula: L = Allowable leakage (in gallons per hour) N = Number of joints in the length of pipe tested D = Nominal diameter of pipe (in inches) P = Average test pressure during the leakage test (in pounds per square inch gauge). D. Correction of Excessive Leakage Should any test of pipe laid disclose leakage greater than that allowed, locate and repair the defective joints or pipe until the leakage of a subsequent test is within the specified allowance. E. Flow Test After new main has been leak tested, the line shall be flushed by opening 1 or more fire hydrants for approximately 10 minutes or until sediment has been flushed from system. End of Section VII Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 27 Vlll. DISINFECTION OF POTABLE WATER LINES 1.00 GENERAL 1.01 Disinfection. The following procedure shall apply to all main extensions within the District service area. Pipe extensions shall be chlorinated in accordance with AWWA C600 and C651 Standard for Disinfecting Water Mains. THE CHLORINATION OF THE FINISHED PIPELINE SHALL BE DONE PRIOR TO THE INSTALLATION OF ANY SERVICE TAPS. Before filling the pipe with water, the pipe shall be clean and free of debris to the satisfaction of the District. The District shall perform disinfecting by chlorination of the pipe prior to acceptance. The chlorinating agent and method of application shall be in accordance with AWWA C651. The Contractor shall provide material for disinfecting of water mains. If the tablet method of chlorination is used, during construction, calcium hypochlorite granules shall be adhered, with a CDPHE approved adhesive, to the inside top of every stick of pipe. The quantity of granules shall be as shown in the table below. This method may be used only if the pipes and appurtenances have been kept cleaned and dry during construction. This method is not be used on solvent welded plastic or on screwed joint steel pipe because of the danger of fire or explosion from the reaction of the joint compound with the calcium hypochlorite. 65% CALCIUM HYPOCHLORITE GRANULES To be placed at the beginning of main and at each 500 -foot interval. Pipe Diameter Ounces 4" 0.5 6" 1.0 8" 2.0 12" 4.0 16" and larger 8.0 After the pipe is filled with water and chlorine, and unless approved otherwise by the District, the chlorinated water shall be held in contact with the pipe for 24 hours. At the end of the 24-hour period, the water in the pipeline shall be tested by the District to ensure residual chlorine content of not less than 25 mg/l. The pipeline shall then be tested by the District thoroughly flushed to remove the heavily chlorinated water and/or debris. Care shall be taken in flushing the pipeline to prevent property damage and danger to the public. Discharge of highly coordinated water shall not be released to any stream or watercourse. Samples of water will be collected for bacteriological examination and residual chlorine content testing before the pipeline is put into service. The District will do testing of residual chlorine and bacteriological sampling and testing. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 28 If the continuous feed method of chlorination is used, the Contractor is to provide the written procedure to the District Inspector for acceptance of the method at least 48 hours prior to starting the work. No main that has been disinfected and flushed shall stand stagnant for more than 15 days without being reflushed and a new disinfecting test performed, passed and approved by the District. No main shall be tapped until the main has been flushed of all highly chlorinated water. 1.02 Discharging Chlorinated Water. Contractor or Developer shall not discharge chlorinated water to any water body until the chlorine is neutralized and eliminated. End of Section VIII Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 29 IX. SPECIAL CONSTRUCTION 1.00 GENERAL 1.01 Scope. This section shall include the design and construction of aerial crossings, river crossings, storage tanks, pressure reducing vaults and booster stations. Because each of these structures will require an engineered design to meet field conditions and individual design criteria, this section will not attempt to provide complete design guidelines and specifications. Rather, it will provide a general listing of guidelines that must be followed unless the District approves an equivalent alternative. 2.00 AERIAL CROSSING 2.01 General. This section shall cover the design criteria to be used on aerial crossings, including water lines suspended from existing and proposed bridges, and lines aerially supported over steep canyons and arroyos. In both of the above crossings, an underground or river crossing will be required unless special circumstances render the below grade alternative prohibitive. If it is determined that a bridge crossing is acceptable to the District, and then the following design criteria shall be followed. 2.02 Pipe Supports. If pipe is to be supported from an existing bridge, a structural analysis shall be performed to determine if the bridge can withstand the additional loading. If being installed on a new bridge, then additional pipe loading should be included as a dead load consideration. Pipe shall be supported with a pipe hanger that allows longitudinal movement. Support shall be an adjustable steel yoke pipe roll or approved equal. In addition, a horizontal support from pipe hanger to the bridge shall be provided so that the pipe assembly will not move horizontally due to wind loads, etc. The spacing of the pipe hangers shall depend upon the maximum recommended load of hanger. 2.03 Pipe Insulation. Aerial pipelines shall be prevented from freezing by pipe insulation. The insulation R -value and thickness shall be designed to a generally accepted standard for the Roaring Fork Water and Sanitation District area. The insulation should have a minimum R - value of 20. The insulation shall be non -absorbing to water. 2.04 Insulation Protection. Provide an aluminum jacket with moisture barrier strapped with stainless steel bands. Jacketing thickness shall be a minimum of 16 mil. Provide insulation protection shields. 2.05 Pipe. Provide Class 52 ductile pipe with flanged joints, ANSI A.21.15, AWWA C 115, latest revision. 2.06. Expansion Coupling. Provide a restrained expansion coupling between each rigidly supported point of the pipe. Follow all manufacturer's recommendations when installing. Expansion couplings shall be accessible to water department personnel for maintaining and making adjustments in couplings. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 30 2.07 Air and Vacuum Vaults. If bridge crossing is at a high point in line, install all air and vacuum valves appropriate for design conditions. 2.08 Isolation Valves. An isolation valve shall be provided on either end of the bridge. If a break occurs, the line can be easily isolated. 2.09. Accessibility. Generally, the pipe should be placed in a location where personnel can easily access and maintain the pipe. 3.00 RIVER CROSSINGS 3.01 General. This section covers the design criteria to be used on river crossings. 3.02 Encasement. Pipe shall be encased in concrete for the length of pipe underneath high water mark. 3.03 Pipe. For river crossing, the pipe joints shall be push -on joints with joint restraint, Class 52 D.I.P. Manufacturer's reference - Griffin Snap -Lok pipe or approved equal by District Engineer. 3.04 Bend Restraint. All vertical bends shall be restrained with vertical reaction blocks and all thread rods between bends or between bends and concrete thrust tie. 3.05 Permits. Generally, a river crossing will require a 404 Permit or Nationwide Utilities Permit from the Army Corps of Engineers. The Applicant should begin the permit process as soon as possible, as the process can take from 30-90 days to secure the permit. 4.00 STORAGE RESERVOIRS 4.01 General. This section covers the design criteria to be used on storage reservoirs. The District may allow either a buried concrete or aboveground steel reservoir. The District reserves the right to require either a concrete or steel tank depending on the field conditions, size and location of the tank. The District shall determine the size and location of the storage tanks. 4.02 Foundation Design. A soil and geological report shall be provided which makes recommendations on the required foundation. 4.03 Structural Design. Complete structural design, with calculations and shop drawings submitted by a professional engineer shall be provided. If a welded steel tank is provided, it shall conform to AWWA D100, latest revision. 4.04 CDPHE Requirements. All Colorado Department of Public Health and Environment, Water Quality Control Division "Design Criteria for Potable Water Systems" shall be followed. 4.05 Flow Measuring. A magnetic flow meter capable of measuring flow in both directions shall be provided. Two remote recording charts with totalizers shall be provided at the District office. The flow meter shall be housed in a vault outside the tank. The vault shall conform to the same basic requirements as a PRV vault (see Section 5.00 of this section). The vault shall contain heat, lights and two 110 -volt outlets. Install lightning arresters on mag meter power sensor lines to eliminate surge and transient voltages (located at both ends). Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 31 4.06 Tank Insulation. Not Applicable. 4.07 Steel Tank Painting. Use an AWWA approved paint system for tank interior and exterior coating on all steel tanks. Painting shall conform to AWWA D102, latest revision. 5.00 PRESSURE REDUCING VAULTS (PRV) — Detail 9 5.01 General. This section shall cover the design criteria to be used on pressure reducing vaults. The District shall determine the location of PRV's. 5.02 PRV Valve. The PRV valve shall be a Clayton valve as manufactured by the Cla-Valve Company. The main valve shall be a single seated, hydraulically operated, pilot controlled, diaphragm -type globe valve. 5.03 Pilot Control System. Cast bronze ASTM B62 with 303 stainless steel trim. Install isolation cocks, closing and opening speed control and strainers on pilot controls. 5.04 Pressure Gauges. Install two stainless steel, liquid -filled, hermetically sealed pressure gauges with pressure snubbers, and isolation cocks. Locate at main inlet and outlet of vault so that if one PRV is isolated, gauges will still register. 5.05 Bypass Piping. Install a bypass around main PRV valve so that mainline can be filled and service maintained with PRV valve out of service. Bypass shall be installed with an isolation valve. 5.06 Pressure Relief Valve. If damaging downstream pressure can result when PRV is stuck in open position, then a pressure relief valve shall be installed on downstream side of PRV on either the main line or bypass line. Pressure relief valve shall be piped to daylight. 5.07 Isolated Valves. Install isolation resilient seat gate valves inside of vault so that main PRV valve can be isolated. 5.08 Air Release. Install an air release and vacuum valve on both inlet and outlet of pipe in vault. Each air release valve to have an isolation valve. 5.09 PRV Vault. All valves, appurtenances and pipe to be enclosed in a concrete or steel vault. Install link seal or equivalent between pipe inlets, outlets and vault wall. Provide frost - proof aluminum manhole lid marked "Water" on concrete vaults. Plastic covered steel MH rungs shall be provided on concrete vault with the first step not being greater than 18 inches from finished grade. Install concrete supports under PRV and tees. All vaults to be provided with one 110 -volt outlet and a drain that daylights. 5.10 Fittings. All main line fittings shall be ductile iron flanged fittings. 6.00 Waterline Insulation — Detail 11 6.01 General. This section shall cover the installation to be used on water lines when insulation is required. The District engineer will approve the use of insulation on waterlines if the conditions will not allow the waterline to be buried deep enough to obtain 5.5 feet of depth below the lowest storm drain pipe. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 32 6.02 Installation. In areas where 5.5 feet of depth is unable to be obtained between the waterline and the lowest storm drain pipe insulation can be approved by the District engineer. The insulation shall encase the waterline 4 feet in either direction of the crossing. Four inch thick polystyrene (Blue board) shall be installed1 foot away from the pipe on both sides and the top. Contractor shall provide a minimum of 18 inches between the top of the insulation and the invert of the storm drain. 7.00 Transmission Line Tapping — Detail 12 7.01 General. This section shall cover the installation of a distribution line water tap onto a pressurized transmission main. 7.02 Installation. Tapping a pressurized transmission main for a new distribution line will only be allowed when the transmission line can not be shut down to install a traditional Tee and 3 valves. Pressurized taps will only be performed by contractors approved by the District. Tapping sleeve shall be stainless steel to prevent corrosion and shall be covered with 4 mil polyethylene plastic with a 0.75 inch tap for pressure testing. Gate valve shall be flange by MJ with a mega -lug or approved equal and with standard valve box as shown in Detail 5. A Thrust block shall be installed behind the tapping sleeve and shall be sized according to the Detail 2 for a Tee of 250 psi or less. 7.03 Testing. Tapping sleeve shall be air tested to gate valve with 1.5 times normal working pressure or 150 psig; whichever is greater for 5 minutes. 7.04 Manufacture's Reference. Cascade CST - EX 8.00 Pipe Jacking/Boring — Details 14 — 15 8.01 General. This section shall cover the installation of utilities within a pipe casing that has been jacked or bored. Refer to Details 15 and 16 for design and installation details. 9.00 Water Meter Vault — Detail 16 9.01 General. This section shall cover the design criteria to be used on water meter vaults. Refer to Detail 16 for water meter vault details. End of Section IX Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 33 X. BACKFLOW PREVENTION 1.00 GENERAL 1.01 Scope. This section shall include the use of backflow prevention devices to prevent cross connection. 1.02 Requirements. All work within the District must comply with the current requirements under Colorado law for prevention of cross connections and backflows. Such laws include, but are not limited to, Colorado Department of Health Statutes, C.R.S. '25-1-114(h); Colorado Primary Drinking Water Regulations, S.C.C.R. 1003-1 (Article 12); and the "Colorado Department of Health Cross Connection Manual". In general, the law states that it is illegal to have or to maintain a cross connection on a public water supply. Cross connection is defined as any connection which would allow water to flow from any pipe, plumbing fixture or water system into a water system supplying drinking water to the public. 1.03 Public Education. The Roaring Fork Water and Sanitation District will educate system users about the potential health risk that cross -connections pose, with an emphasis on cross -connections. Contact the District Administrator regarding public education. 1.04 Types of Cross Connections. The following are common (but not limited to) cross connections and required devices to prevent backflow: A. Hose bibs - Vacuum breaker B. Irrigation lines/systems C. Fire sprinkler systems D. Boiler systems E. Dishwashers F. Solar homes using potable water as heat source G. Any building over 3 stories tall 1.05 Backflow Preventers. Be advised that each cross connection will require different types of backflow prevention devices, and is beyond the scope of these regulations. District personnel must give approval of backflow preventers. 1.06 Annual Testing. Article 12 requires that backflow prevention devices be tested annually by a certified backflow prevention technician. Contact District Operator for a list of certified backflow prevention technicians. End of Section X Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 34 XI. SANITARY SEWER LINES 1.00 GENERAL 1.01 Scope. Work under this section shall include furnishing all materials, labor and tools necessary to perform all installation, cleaning and testing of all sanitary sewer lines and appurtenances as specified herein and shown on the Drawings. 1.02 Protection of Work. All pipe, fittings and equipment shall be carefully handled, stored and protected in such a manner as to prevent damage to materials. At no time shall such materials be dropped or dumped into trench. Precaution shall be taken to prevent foreign matter from entering the pipe and fittings prior to and during installation. Place no debris, tools, clothing or other materials in the pipe during installation. At such time as pipe installation is suspended, either temporarily or over night, the open end of the pipe shall be sealed with a watertight plug to prevent entrance of trench water, debris or foreign matter. A mechanical -type fitting shall be used for this seal. At no time shall duct tape or any other tape be used for this seal. Under no circumstances shall trench water be allowed to enter the pipeline. When water is present in the trench, the seal shall remain in place until such time the trench is pumped dry. Whenever trench water becomes evident, adequate measures shall be taken to prevent pipe flotation. Contractor shall bear all costs associated with keeping trench free of liquids. If, in the opinion of the Engineer, the Contractor is incapable of keeping the pipe free of foreign matter during installation, the Engineer shall require the Contractor to protect the pipe ends with water tight plugs until the start of the joining operation. 2.00 MATERIALS this item covers the types of materials that will be allowed for the construction and installation of sewer lines. All materials used shall be new, of the best quality available and conform to applicable standards as indicated herein. 2.01 Ductile Iron Pipe and Fittings. Not permitted for gravity lines. 2.02 Polyvinyl Chloride (PVC) Pipe and Fittings (Gravity Main) A. PVC Pipe, through 15 inch diameter. 1. Material Reference Standard - ASTM D1784 2. Pipe Reference Standard - ASTM D3034 3. Class — SDR -35 4. Markings - Manufacturer's name, nominal size, PVC classification, Type PSM, SDR -35, PVC gravity sewer pipe, ASTM D3034 and code number, green coloring dyed into PVC. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 35 B. PVC Pipe, 18 inch to 27 inch diameter. 1. Material Reference Standard - ASTM D1784 2. Pipe Reference Standard - ASTM F679 3. PS 46 PVC Sewer Pipe and ASTM F679. Green coloring dyed into PVC. 4. Variance - PVC piping meeting the stiffness requirement of ASTM F679 but not meeting wall thickness requirement will be allowed under specification. Manufacturers will be required to provide a list of at least 5 similar projects with references in which pipe has been successfully used and laboratory testing data showing the pipe meets the structural requirements of ASTM F679. C. Restrained Joint PVC Pipe, through 16 inch diameter. 1. Material Reference Standard - ASTM D1784 2. Class — SDR -32.5 3. Manufacture's Reference — CertainTeed - Certa-Lok Yelomine 4. Markings - Manufacturer's name, nominal size, PVC classification, SDR - 32.5, PVC gravity sewer pipe. D. Fittings 1. Type - PVC push -joint 2. Materials - ASTM D1784 3. Reference Standard - ASTM D3034 or ASTM F679 E. Joints 1. Type - push -on rubber gasket 2. Gasket reference standard - ASTM F477 2.03 Force Main A. PVC Pipe. 1. Materials - ASTM D 1784, Type 1, Grade 1, PVC 1120, 2000 psi design stress. 2. Reference Standard - AWWA C-900. 3. Class - 150 (DR -18), (or, dependent upon internal pressure, may require Class 200). 4. Markings - Manufacturer's name, nominal size, class pressure rating, PVC 1120, NSF logo, identification code. 5. Specialties - Electrical tracing wire, 14 gauge solid copper insulated wire. 6. Size - Shall conform to outside diameter of DIP. B. Fittings. Type - All fittings shall be restrained mechanical joint except where specifically shown or detailed otherwise. Fittings in a vault shall be flanged. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 36 2. Reference Standard-.AWWA/ANSI C153/A 21.53 3. Pressure Rating - 350 psi 4. Gasket Reference Standard - AWWA C-111 5. Fittings shall be coated with Permafuse epoxy coating inside and out. B. Ductile Iron Pipe. 1. Reference Standard - ANSI 21.51/AWWA C151, latest edition. 2. Thickness Class - 52 3. Pipe joints shall be push on joints, except where specifically shown or detailed otherwise. 4. Pressure Rating - 350 psi C. Fittings 1. Type - All fittings shall be mechanical joint. 2. Reference Standard - ANSI/AWWA C153, latest edition, for mechanical "compact" joints. 3. Material - Ductile iron 4. Pressure Rating - 350 psi 5. Fittings shall be coated with Permafuse epoxy coating inside and out. D. Joints 1. Mechanical, Reference Standard - ANSI A. 21.53/AWWA C153, latest edition. 2. Push -on, Reference Standard - ANSI A 21.15/AWWA C115, Class 125. 3. Flanged, Reference Standard - ANSI B 16.1, Class 125 E. Gaskets 1. Type - Rubber -ring gasket for gravity main. 2. Type - Rubber -ring Field -Lok gasket, or equal, for force main shall be suitable for the specified pipe sizes and pressure 3. Reference Standard - AWWA C111, latest edition. 4. Lubricant - A non-toxic vegetable soap lubricant shall be supplied with the pipe. F. Protective Coating 1. Underground Service - Manufacturer's standard bituminous coating - minimum 1 mil thickness. 2. Polyethylene Film Envelope - Polyethylene encasement shall conform to AWWA C105, latest edition, or ANSI A.21.5. Film shall be Class C with a nominal thickness of 8 mils. Tape for securing the film shall have a minimum thickness of 8 mils and a minimum width of 1 inch. The polyethylene film shall be free of streaks, pinholes, tears or blisters. G. Protective Lining - Gravity Main Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 37 1. Type - Cement mortar 2. Reference Standard - ANSI A 21.4/AWWA C104, latest edition. 3. Thickness - Standard H. Protective Lining - Force Main 1. Type - Lining designed for sewer service equal to Protecto 401 by Clow or Permafuse epoxy coating. 2.04 Small Diameter, Low Pressure Sewerline less than 4 inch. A. Pipe Materials 1. High density Polyethylene pipe & fittings, HDPE 3408 Plastics Pipe Institute, DR9 2. Polyvinyl Chloride pipe (PVC) ASTM D-1784 & D-2241, DR21, 200 psi B. Joints 1. Butt fusion for HDPE 2. Gasketed for PVC, 2 inch and larger; solvent weld for 12 inch and smaller. C. Appurtenances 1. Air/Vacuum valve - Crispin SU20 sewage air/vacuum or approved equal 2. Isolation valve - PVC ball valve or approved equal. 2.05 Concrete for Thrust Blocks and Encasing of Pipe. Concrete for thrust blocks and for encasing the sewer pipeline shall have 28 -day compressive strength of not less than 3000 psi. 2.06 Manholes. Details A, B, C, D A. Concrete Rings/Cones 1. Type - Precast 2. Reference Standard - ASTM C478 3. Size - Four -foot or five-foot inside diameter B. Manhole Bases 1. Shall be precast or cast -in-place, depending upon local jurisdiction standards, with integrally cast -in water stops. Tee tops of base shall be at least 12 inches above top of pipe. 2. Reference Concrete Standard — ASTM C478 C. Manhole Steps. Manhole steps shall conform to ASTM C478-94 and shall be steel reinforced copolymer polypropylene with materials conforming to the following: Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 38 Materials: 1. The deformed steel reinforcing bar shall be 2 inch conforming to ASTM A- 615 Grade 60. 2. The copolymer polypropylene shall conform to ASTM D4101 -92b PP0344B33534Z02. 3. Manufacturer's Reference: M.A. Industries Model PS1-PF, or approved equal. D. Joints 1. Type - Rub'r Nek preformed gasket as manufactured by K.T. Snyder Co., Inc, Houston, Texas, or equal. 2. Cement Mortar Material Reference Standard - One part Portland cement, Type Il, modified with three parts of sand. Cement mortar to be used with concrete grade rings only. E. Grade Adjustment Rings 1. Type - Precast ASTM C150 Type II modified concrete. 2. Size - Not less than 6 inch wide x heights to allow for two-inch adjustments. 3. Alternate - HDPE grade rings. 4. Manufacturer's reference: Ladtech, Inc., or approved equal. F. Frame and Cover. 1. Material Reference - Grey Iron, ASTM A48-83, Class 35B, traffic bearing. 2. Cover - Stamped with "SEWER"," machined bearing surface with ring. 3. Type - Heavy, weight of cover greater than 140 pounds. 4. Manufacturer Reference -Castings MH -400-24C1. 2.07 Sewer Service Line Materials. A. Full Body Wyes - Required for all new and existing sewer line construction. 1. Material - ASTM D3034 PVC 2. Strength - for use with SDR -35 3. Joint - Slip-on rubber gasket 2.08 Shear Gates. Not applicable. 2.09 Flap Gate. Not applicable. 2.10 Butterfly Valves. Not applicable. 2.11 Gate Valves . Not applicable. 2.12 Valve Boxes. Not applicable. 2.13 Tracer Wire. Tracer wire shall be 12 gauge insulated stranded copper wire. Tracer Wire Roaring Fork Water & Sanitation District L\1 996\96059\A-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 39 shall be installed on all force main or pressure sewer pipe. Wire continuity to be tested prior to pipeline being accepted. 3.00 METHODS AND PROCEDURES 3.01 Cleaning and Inspection. Clean all pipe, fittings and related materials thoroughly of all foreign material and inspect for cracks, flaws or other defects prior to installation. Mark all defective, damaged or unsound materials with bright marking crayon or paint and remove from job site. The Contractor shall take all necessary precautions to prevent any construction debris from entering the sewer lines during construction. If this debris should enter the pipeline system, the Contractor shall furnish all labor and materials necessary to clean the system. Under no circumstances will the Contractor flush the debris into an existing sanitary sewer system. 3.02 Placement of Pipe. A. Laser Beam. All sanitary sewer pipes must be installed with a laser. If bending of the beam due to air temperature variations becomes apparent with "in pipe" units, a fan shall be provided to circulate air in the pipe. Air velocity shall not be so excessive as to cause pulsating or vibrating of the beam. If, in the opinion of the Engineer, the beam cannot be accurately controlled, this method of setting line and grade shall be abandoned. 3.03 Pipe Embedment. Detail E A. Placing embedment material - Refer to Section XII for placement methods. B. Embedment Classes - Refer to Section XII for embedment materials for each class listed below: 1. Class A - Use of all PVC, DIP, CMP and Concrete pipelines. 2. Class B - Use where indicated on the Drawings and where improper trenching or unexpected trench conditions require its use as determined by the Engineer. 3.04 Pipe Installation. A. Installation of Ductile Iron Pipe Lines. Not applicable. B. Installation of Polyvinyl Chloride (PVC) Pipe. Pipe Handling. Pipe should be carefully lowered into the trench to avoid pipe falling into trench. 2. Pipe Laying. Pipe shall be laid true to line and grade, in an uphill direction, with bell ends facing in the direction of laying. When pipe laying is not in progress, a watertight plug shall close the open end of the pipe. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 40 3. Joining the Pipe. The outside of the spigot and the inside of the bell shall be thoroughly wiped clean. Set the rubber ring in the bell with the marked edge facing toward the end of the bell. Lubricate the spigot end using a thin film of the manufacturer -supplied lubricant. Push the pipe spigot into the bell. Position the completed joint so that the mark on the pipe end is in line with the end of the bell. 4. Pipe Cutting. The cutting of pipe for manholes or for fittings, or closure pieces shall be done in a neat and workmanlike manner without damage to the pipe or lining and so as to leave a smooth end at right angles to the axis of the pipe. Bevel the end of the pipe with a beveling tool after the pipe is field cut. Place a clearly visible position mark at the correct distance from the end of the field -cut pipe. 5. Solvent Weld or Butt Fusion Joints. All cutting and field fabrication shall be done according to printed recommendations of the pipe manufacturer or associated pipe manufacturer organizations. Piping shall be cleaned to the extent required for joint completion. C. Installation of Slipline Pipe. Not applicable. 3.05 Sewer Manhole Installation. Details A, B, C, D A. General. Manholes shall be furnished and installed to depths and dimensions shown on the Construction Drawings and/or staked in the field. Manholes shall be constructed of precast concrete rings in accordance with details shown on the Construction Drawings. B. Connections to Manholes. Connection of manhole with pipe shall be made with flexible connector detail. In addition, extra care shall be taken by grouting or other means of sealing to assure positive watertight manholes around the inlet or outlet pipes. C. Manhole Floor and Inverts. Manhole bases shall be constructed to conform to the details shown on the Drawings. The invert channels shall be smooth and semi -circular in shape, conforming to the inside of the incoming and outgoing sewer pipelines. Changes in direction of flow shall be made with a smooth curve of as large a radius as the size of the manhole will permit. Changes in size and grade of the channels shall be made gradually and evenly. Where large differences in invert elevations exist, sloped flow channels shall be formed so the wastewater does not undergo a vertical drop. The invert channels may be formed directly in the concrete of the manhole base. The floor of the manhole outside the channel shall be smooth and shall slope toward the channels. D. Finish Grade and Adjustment. To bring the manhole cover to the correct elevation, the top section of each manhole shall be constructed of pre -cast concrete grade adjustment rings. These rings shall be not less than 6 inch wide and furnished in heights to allow for 2 inch adjustments. Grade adjustment with rings shall be 8 inch maximum and 2 inch minimum. All rings shall be grouted in place with non -shrink grout. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 41 Finish Grade and Adjustment HDPE Alternate. High-density polyethylene grade rings may also be used to bring manhole cover to correct elevation. Grade rings shall be molded from HDPE as defined in ASTM Specification D1248-84. Available thicknesses are 1.25 inch, 1.50 inch, 2.00 inch 4.00 inch and a sloped thickness 0.75 inch x 1.50 inch. When this alternate is used, pavement slope should be matched using one or more sloped rings. Manufacturer's reference - Ladtech, Inc., or approved equal. Grade rings shall be a combined maximum height of 1 foot. If more than 1 foot of grade rings are required then a 1 foot manhole section shall be installed along with grade rings. E. Manhole Stubs. Stubs shall extend approximately 24 inch from the outside face of the manhole and shall be capped or plugged with manufactured fittings to form a watertight installation. F. Manhole Steps. Manholes steps shall be installed so that the first step is a maximum of 18 inches from finished grade. The steps below the first step shall be installed within 1 inch horizontally of the first step. This will be measured by hanging a plumb bob from a corner of the top step and measuring from that line to the same corner of each step. 3.06 Connection to Existing Sewer Facilities. Connections to existing sewer facilities where live flows exist shall be made only after prior consultation with and receipt of written permission from the District Engineer. No bypass of sewage to the surface will be allowed in the completion of this connection. All connections between pipes of different materials shall be made with approved manufactured connectors. 3.07 Protection of Water Supplies. Sewer lines shall be located a minimum of 10 feet horizontally from existing or proposed water mains. Where the sewer line crosses above the waterline, or is less than 18 inches vertically below the invert of the water line, or is less than 10 feet horizontally from the water main, the sewer line shall be made impervious by either of the methods listed below or as shown in Detail 14. A. The sewer pipe shall be reinforced with a concrete encasement. The encasement shall be at least 6 inches thick on all sides of the sewer pipe and extend 10 feet on either side of the water main. Use three No. 4 rebar the length of the encasement. B. Install one piece of C-900 PVC pipe centered over the waterline with a solid sleeve coupler with transition gaskets C. Install a ground collar over the two sewer joints on either side of the water crossing. The grout collar shall be around the entire perimeter of the joint. If clearance is less than 12 inches vertically, the space between the water and sewer mains shall be filled by 3,000 psi concrete. In all cases, bedding material shall be used to prevent any settling of the higher pipe. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 42 3.08 Service Connections. Customer service connections shall be installed in accordance with Detail F. After the service connection is installed, the end shall be plugged watertight with a manufactured plug and marked with a stake except as shown otherwise on the Drawings. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 43 4.00 FIELD QUALITY CONTROL 4.01 Alignment and Grade. Sewer pipelines will be checked by the Engineer to determine whether any displacement of the pipe has occurred after the trench has been backfilled. The test will be as follows: A light will be flashed between manholes, or if the manholes have not yet been constructed, between the locations of the manholes, by means of a flashlight. If the illuminated interior of the pipeline shows poor alignment, displaced pipe, earth or other debris in the pipe, or any other kind of defect, the defects as determined by the Engineer shall be remedied by the Contractor at their own expense. Test will be repeated after completion of backfilling and any poor alignment, displaced pipe, or other defects determined by the Engineer, shall be corrected. 4.02 Leakage Test. Sewerlines shall be tested using a low-pressure air test only; water tests will not be allowed. Only after the sanitary sewers, including appurtenances and sanitary laterals, water mains and water services have been installed and backfilled to finish grade, shall the Contractor proceed with an air test on the installed facilities. A. Low Pressure Air Test Procedure. The section of sewerline to be tested should be flushed and cleaned prior to conducting the low-pressure air test. This serves to clean out any debris, wet the pipe, and produce more consistent results. Isolate the section of sewerline to be tested by means of inflatable stoppers or other suitable test plugs. One of the plugs should have an inlet tap, or other provision for connecting a hose to a portable air control source. If the test section is below the groundwater level, determine the height of the ground water above the spring line of the pipe at each end of the test section and compute the average. For every foot of groundwater above the pipe spring line, increase the gauge test pressure by 0.43 pounds per square inch. Connect the air hose to the inlet tap and a portable air control source. The air equipment should consist of necessary valves and pressure gauges to control the rate at which air flows into the test section and to enable monitoring of the air pressure within the test section. Also, the testing apparatus should be equipped with a pressure relief device to avoid the possibility of loading the test section with the full capacity of the compressor. Locate valves and gauges above ground. Add air slowly to the test section until the pressure inside the pipe is raised to 5.0 psig greater than the average backpressure of any groundwater that may be over the pipe. After a pressure of 5.0 psig is obtained, regulate the air supply so that the pressure is maintained between 4.5 and 5.0 psig (above the average ground water back pressure) for a period of 2 minutes. This allows the air temperature to stabilize in equilibrium with the temperature of the pipe walls. The pressure will normally drop slightly until temperature equilibrium is obtained. Determine the rate of air loss by the time/pressure drop method. After the 2 minute air stabilization period, the air supply is disconnected and the test pressure allowed decreasing to 4.5 psig. The time required for the test pressure to drop from 4.5 psig to 4.0 psig is determined by means of a stopwatch and this time interval is then compared to the required time in the attached table to determine if the rate of air loss is within the allowable time limit. If the time is equal to or greater than the times indicated in the tables, the pipeline shall be deemed acceptable. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 44 MA I ILI I I u M1l :_ I Lei\ 1 wliil[C112 I I C 'C Pioe Size Time Inches mm. Minutes 4 100 2.5 6 150 4.0 8 200 5.0 10 225 6.5 12 305 7.5 15 380 9.5 Upon completion of the test, open the bleeder valve to allow air to escape. Plugs should not be removed until all air pressure in the test section has been released. During this time, no one should be allowed in the trench or manhole while the pipe is being decompressed. Air test shall also include service lines and appurtenances. 4.03 Manhole Inspection. During the construction of the manholes, the Contractor shall, in accordance with good practice, ensure that no earth, sand, rocks or other foreign material exists on the joint surfaces during assembly of the section. The Engineer shall check each manhole to determine whether the manhole fulfills the requirements of the approved Drawings and Specifications. A. Visual Examination. The Engineer shall visually check each manhole, both exterior and interior, for flaws, cracks, holes, or other inadequacies that might affect the operation or watertight integrity of the manhole. Should any inadequacies be found, the Contractor, at their own expense, shall make any repairs deemed necessary by the Engineer. B. Leakage Test. All manholes shall be tested for leakage and all tests shall be witnessed by the Engineer. The leakage test shall be conducted after the manhole has been backfilled to finished grade and shall be carried out in the following manner: Stub -outs, manhole boots and pipe plugs shall be secured to prevent movement while the vacuum is drawn. 2. Installation and operation of vacuum equipment and indicating devices shall be in accordance with equipment specifications for which performance information has been provided by the manufacturer and approved by the Engineer. 3. A measured vacuum of 10 inches of mercury shall be established in the manhole. The time for the vacuum to drop to 9 inch of mercury shall be recorded. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 45 4. Acceptance standards for leakage shall be established from the elapsed time for a negative pressure change from 10 inches to 9 inches of mercury. The maximum allowable leakage rate for a 4 foot diameter manhole shall be in accordance with the following: MANHOLE DEPTH MINIMUM ELAPSED TIME FOR A PRESSURE CHANGE OF 1 INCH Hg 10 ft. or less 60 seconds > 10 ft. but < 15 ft. 75 seconds > 15 ft. but < 25 ft. 90 seconds For manholes 5 feet in diameter, add an additional 15 seconds and for manholes 6 feet in diameter, add an additional 30 seconds to the time requirements for 4 foot diameter manholes. 5. If the manhole fails the test, necessary repairs shall be made and the vacuum test and repairs shall be repeated until the manhole passes the test or the manhole shall be tested in accordance with the standard exfiltration test and rated accordingly. 4.04 Deflection Test for Non -Rigid Pipe. The maximum allowable pipe deflection for a completely backfilled, non -rigid sewer pipe shall not exceed 5 percent of the nominal internal pipe diameter. Deflections in non -rigid pipe shall be checked by measurement or by pulling a mandrel with the minimum allowable diameter through the pipe. The minimum allowable diameter shall be equal to the minimum interior diameter of the pipe, as specified in the applicable portions of the ASTM Standard Specifications or the pipe manufacturer's recommendations, minus 5 percent of the minimal interior diameter of the pipe. Those sections of non -rigid pipe with deflections greater than the maximum allowable 5 percent shall not be acceptable and the Contractor will remove and replace these sections at their own expense. Deflection tests will be run if in the opinion of the Engineer testing is warranted. The program for testing shall be mutually determined by the Engineer and the Contractor. The Contractor shall furnish all labor, tools and equipment necessary to make the tests and to perform any work incidental thereto. 4.05 Pressure Testina of Force Main and Low Pressure. Small Diameter Sewerline. Make pressure and leakage tests on all newly laid pipe. Furnish all necessary equipment and material, make all taps in the pipe as required, and conduct the tests. The tests shall be conducted between valved sections of the pipeline, or as approved by the Engineer. The Engineer will monitor the tests. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 46 Furnish the following equipment and material for the tests: Amount Description 2 Approved graduated containers 2 Pressure gauges 1 Hydraulic force pump approved by the Engineer 1 Additional 0.5 inch pressure tap for Engineer's test gauge Suitable hose and suction pipe as required Conduct the tests after the trench has been completely backfilled. Where any section of pipe is provided with concrete reaction blocking, do not make the pressure test until at least 5 days have elapsed after the concrete thrust blocking is installed. If high -early cement is used for the concrete thrust blocking, the time may be cut to 2 days. Conduct pressure test in the following manner, unless otherwise approved by the District Engineer: after the trench has been backfilled, fill the pipe with water, expelling all air during the filling. The test pressure shall be 1.5 times normal working pressure at the point of lowest elevation of the test gauge. A. Duration The duration of each pressure test shall be 2 hours, unless otherwise directed by the District Engineer. B. Procedure Slowly fill the pipe with water and allow to stand for 24 hours. Expel all air from the pipe. Allow and maintain the specified test pressure by continuous pumping if necessary for the entire test period. The test pressure shall be calculated for the point of lowest elevation, or as specified by the District Engineer. The pump suction shall be in a barrel or similar device, or metered so that the amount of water required to maintain the test pressure may be measured accurately. 2. Before the line is pressurized, the Engineer shall verify that all necessary main line valves are open or closed with regard to the section of line being tested. C. Leakage Leakage shall be defined as the quantity of water necessary to hold the specified test pressure for the duration of the test period. No pipe installation will be accepted if the leakage is greater than the number of gallons per hour as determined by the following formula: Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 47 L= NDIP 7400 In the above formula: L = Allowable leakage, in gallons per hour N = Number of joints in the length of pipe tested D = Nominal diameter of pipe, in inches P = Average test pressure during the leakage test, in pounds per square inch gauge. D. Correction of Excessive Leakage Should any test of pipe laid, reveal leakage greater than that allowed, locate and repair the defective joints or pipe until the leakage of a subsequent test is within the specified allowance. 4.06 Televising Main. All sewer connection lines 8 inches or larger shall be televised. The video shall have a running footage meter showing the exact footage from the entry manhole. The electronic copy shall be provided with a log showing the location of all defects and service lines. Installed sewerline shall be re -televised at the end of the warranty period to verify that no movement has occurred. 5.00 DESIGN CRITERIA - GRAVITY SEWER 5.01 Sizin . All collection sewer lines shall be designed to flow approximately half full at peak flow. One hundred gallons per capita day shall be used as the per capita contribution for average daily flow. A peaking factor of 4.0 shall be used for peak flow. Minimum line size shall be 8 inches. 5.02 Velocities. All velocities shall be maintained between 2.5 fps and 15 fps. Minimum velocity shall be 2 fps. 5.03 Slope. Minimum sewer line slopes shall be as follows: 8" 0.004 ft/ft 10" 0.003 ft/ft 12" 0.0022 ft/ft 15" 0.0015 ft/ft 18" 0.0012 ft/ft 21 " 0.0010 ft/ft 24" 0.0009 ft/ft 27" 0.0008 ft/ft 5.04 Distances. The distance between manholes shall not exceed 400 feet, unless approved by the District Engineer. Manholes shall be required on all changes in grade or alignment. 5.05 Curved Sewer. Not Allowed. 5.06 Small Diameter Pressure Sewerlines. Under special conditions, such as low tributary population, or areas where it may be determined by the District, that central lift stations are not Roaring Fork Water & Sanitation District IM 996\96059\A-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 48 applicable, small diameter pressure sewer technology may be used. Small diameter technology may include pressure, vacuum and small diameter, gravity sewers. The Engineer shall submit an integrated plan for review and approval. That plan shall include the design of main line sewers and their appurtenances, service lines and on-site pumping systems. Components of the integrated design shall include, but not be limited to, the following: A. The District will maintain a list of acceptable manufacturers for these integrated systems. Those manufacturers' lists may be obtained from the District office. B. The on-site pumping system shall include a simplex or duplex, effluent or grinder pump, alarm and monitoring controls, an effluent pipe check valve, a means to isolate the on-site pumping systems during maintenance and a minimum 20 foot usable access easement to allow inspection by District personnel. C. The service line shall include a shutoff means to allow extension of the service line onto individual properties after the main system is in operation. D. The main line sewer system shall include air and vacuum release valves with vaults at high points, pressure cleanouts at high points (in combination with air release and vacuum valve vault), pressure cleanouts at intersections and pressure cleanouts at minimum 1,000 foot intervals. Pressure cleanouts shall be installed in a standard manhole for access. E. The system design shall provide for minimum cleansing velocities of 2 fps at design conditions. Minimum cleansing velocities shall be maintained at less than design flow conditions where excessive headloss at design flows are not introduced. It is recognized that minimum cleansing flows may not be maintained during the early stages of build -out. A plan shall be prepared to address operations during the times when cleansing velocities cannot be maintained. This plan should investigate multiple main lines, odor control facilities and increased maintenance requirements. 6.00 GREASE INTERCEPTORS 6.01 General. Because of the impact of grease on the District's lines and treatment plant, grease interceptors are required on establishments preparing or serving food. All grease interceptors shall be new and the interceptor and its installation shall be in conformance with the latest edition of the Uniform Plumbing Code except as modified herein. 6.02 Requirements For Grease Interceptors. An approved type grease interceptor complying with the provisions of this section shall be installed in the waste line leading from sinks, drains and other fixtures or equipment in the following establishments: Restaurants, cafes, lunch counters, cafeterias, bars and clubs; hotels, hospitals, factory or school kitchens, or other establishments where grease may be introduced into the drainage or sewage system. A grease interceptor is not required for individual dwelling units or for any private living quarters. 6.03 Specifications and Procedures For Grease Interceptors. A. Plans shall be submitted to and approval obtained from the District prior to the installation of any grease interceptor in any establishment set forth in Subsection 6.02. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 49 B. No grease interceptor shall be installed which has an approved rate of flow of more than 55 gallons per minute, except when specially approved by the District. C. No grease interceptor shall be installed which has an approved rate of flow of less than 20 gallons per minute. D. Each plumbing fixture or piece of equipment connected to a grease interceptor shall be provided with an approved type flow control or restricting device installed in a readily accessible and visible location in the tail piece or drain outlet of each such fixture. Flow control devices shall be so designed that the total flow through such device or devices shall at no time be greater than the rated capacity of the interceptor. No flow control device having adjustable or removable parts shall be approved. E. Each grease interceptor required by this section shall have an approved rate of flow which is not less than that given in the District's EQR schedule for the total number and size of fixtures connected thereto or discharging thereunto. The total capacity in gallons from fixtures discharging into any interceptor shall not exceed 2.5 times the flow rate of the subject interceptor. Any grease interceptor installed or located in such a manner that the inlet is more than 4 feet lower in elevation that the outlet of any fixture discharging into such interceptor, shall have an approved rate of flow which is not less than 50 percent greater than that given in the District's EQR schedule. F. No more than 4 separate fixtures shall be connected to or discharged into any 1 grease interceptor. G. For the purpose of this section, the term "fixture" shall mean and include each plumbing fixture, appliance, apparatus or other equipment required to be connected to or discharged into a grease interceptor by any provision of this section. H. Each grease interceptor shall be vented as required by the Uniform Plumbing Code and each fixture discharging into a grease interceptor shall be individually trapped and vented in an approved manner, expect that an approved type grease interceptor may be used as a fixture trap for a single fixture when the horizontal distance between the fixture outlet and the grease interceptor does not exceed 4 feet and the vertical tail pipe or drain does not exceed 2 feet. Each grease interceptor shall be installed and connected so that it shall be at all times easily accessible for inspection, cleaning and removal of the intercepted grease. Interceptors shall be maintained in efficient operating conditions by periodic removal of the accumulated grease. No such collected grease shall be introduced into any drainage piping, public or private sewer, and it shall be disposed of in an environmentally safe manner. Maintence and inspection shall occur every 6 months or as approved by the District and the records shall be provided to the District once a year. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 50 K. Each grease interceptor shall be constructed of durable material satisfactory to the District and shall have a full size, gas tight cover that can be easily and readily removed. L. No water -jacketed grease interceptor shall be approved or installed. M. Each grease interceptor shall have an approved water seal of not less than 2 inches in depth or the diameter of its outlet, whichever is greater. N. No grease interceptor required by this section shall be installed until the type and model of each size thereof has been approved by the District. O. The District may require such tests as may be necessary to determine the grease collecting efficiency of the various types and kinds of grease interceptors to establish the rate of flow or other rating thereof. Such test requirements may be revised or modified from time to time as may be deemed necessary by the District. A list of approved and acceptable interceptors shall be kept on file in the office of the District. P. No grease interceptor shall be installed which does not comply in all respects with a type or model of each size approved and accepted by the District. Whenever it shall come to the attention of the District that any grease interceptor does not so comply, the District shall immediately suspend or revoke such approval. 7.00 CLEANOUTS All service lines shall have a minimum of 1 cleanout, and then 1 cleanout per 100 feet of pipeline length. A cleanout consisting of a wye the diameter of the service line shall be provided at the property line between the building being served and the main line. The upper 24 inch of the vertical riser shall be cast or ductile iron and at grade in unimproved areas, finished driveways, sidewalks, etc., and be plugged with a water -tight cast iron plug (see Details G and H). End of Section XI Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 51 XII. TRENCHING, BACKFILLING AND COMPACTION 1.00 GENERAL 1.01 Scope. Work to be performed under this section shall include all labor, equipment, materials and miscellaneous items necessary to perform all excavation, backfilling and compaction of underground pipelines, conduits, cables and appurtenances shown on the Drawings and specified herein. All work within the rights-of-way of the Federal Government of the Colorado Division of Highways, County Governments or Municipal Governments shall be done in compliance with requirements issued by those agencies. All such requirements shall take precedence over these Specifications. It shall be the Contractor's responsibility to secure all required excavation permits and pay all costs thereof. Contractor will be required to obtain necessary road cut permits. 1.02 Field Conditions. A. Existing Utilities. Underground utilities, except service lines, known to the Engineer have been shown on the Drawings. Locations are approximate only and may prove to be inaccurate. The Contractor is responsible for verification of the existence, location and protection of all utilities within the construction area. Before commencing with work, the Contractor shall notify all public and private companies who may have utilities within the project limits. The Contractor shall coordinate with these entities all excavation performed. The Contractor shall obtain all permits required by utility owners. In the event of damage to any existing utility, the Contractor shall be solely responsible for the repair and payment for repair of all such damage. The Contractor shall make arrangements for and pay all costs for relocation of utilities requiring relocation as indicated on the Drawings. Should utility obstructions, not shown on the Drawings, be encountered and require relocation, the Contractor shall notify the Owner and the Engineer and shall make arrangements necessary for such relocation. The Owner shall pay the costs for such relocation. B. Existing Improvements. The Contractor shall restore or protect from damage all existing improvements encountered in performance of the work. Improvements damaged, as a result of this work shall be restored to original condition or better, as determined by the Engineer. Adjacent property shall be protected by the Contractor from any damage. The Contractor shall be held solely liable for any damage to adjacent property and shall be responsible for all costs resulting from repair of such damage. C. Soil Conditions. It shall be the responsibility of the Contractor to examine soil conditions and characteristics, including the presence of groundwater that will be encountered within the limits of construction. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 52 1.03 Protection of Work. A. Safety. All excavation shall be protected by barricades, lights, signs, etc., as required by governing federal, state and local safety codes and regulations. B. Sheeting, Shoring and Bracing. Where trench walls are not excavated at a stable slope, the Contractor shall provide and maintain support sufficient to prevent caving, sliding or failure and property or bodily damage. Any damage due to inadequate support shall be repaired at the sole expense of the Contractor. Under normal construction conditions, support shall be removed as work progresses. Support shall remain installed if directed by the Engineer or if pipe does not have sufficient strength to support backfill based on trench width as defined by the sheeting. Sheeting shall not be removed after the start of backfilling. Use of a movable trench shield or coffin box will not be allowed where pipe strength is insufficient to support backfill as defined by the trench width after the trench shield is removed. The Contractor shall be held solely responsible for any violation of applicable safety standards. Particular attention is called to minimum requirements of OSHA and Colorado Occupational Safety and Health (COSH). C. Site Drainage. Excavation to be protected from surface water at all times. At no time shall excavated area be allowed to fill with storm water runoff. Contractor shall provide proper, temporary drainage structures at their cost to detour runoff from excavated areas. 1.04 Blasting. No blasting shall be permitted without written consent of the Engineer. Blasting shall be done only after Engineer receives permission from the appropriate governmental authority(ies). Blasting shall be performed only by properly licensed, experienced individuals and in a manner such that no damage to any property or persons will occur due to either the blast or debris. Contractor shall provide proof of insurance as required by these Specifications, the governing authority or as required by Engineer prior to any blasting. All damage, as the result of blasting shall be repaired, at the Contractor's expense, to the satisfaction of the Engineer. All earth or rock loosened by blasting shall be removed from excavations prior to proposed construction. 1.05 Construction in Streets. When construction operations are located within streets make provisions at cross streets and walks for free passage of vehicles and pedestrians. Do not block streets or walks without prior approval. 1.06 Submittals. A. Bedding Material Submit sieve analysis Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 53 B. Select Fill Submit sieve analysis 2.00 MATERIALS 2.01 Embedment Material. Pipeline embedment material shall comply with the appropriate classes as listed below and as illustrated in the approved Construction Drawings: A. Class A - Use for all PVC, DIP, CMP and concrete pipe under normal construction conditions. Characteristics - Densely compacted Class 6 aggregate granular foundation of depth shown on Typical Details with densely compacted Class 6 aggregate 12 inches above top of pipe. B. Class B - Use where improper trenching or unexpected trench conditions require its use as determined by the Engineer. Characteristics - Concrete cradle foundation with densely compacted Class 6 aggregate base backfill to 12 inches above top of pipe, or densely compacted Class 6 aggregate granular foundation with concrete arch cover to 6 inches above top of pipe. * 3/4 inch screened rock shall not be used unless approved by the District Engineer. 2.02 Select Material. Subject to approval by the Engineer, select material shall be allowed in place of the aggregate backfill for Class A when excavation and soil conditions allow, but only if approved by Engineer. Contractors shall bid project based upon Class A. If Class B or select material is used, price adjustments shall be made. A. Characteristics - Soil materials free from rocks, clods, and organic material. 2.03 Concrete for Embedment. Shall be 2,000 psi concrete (28- day compressive strength). 2.04 Backfill Material. A. Characteristics - Native materials free from debris, organic matter and frozen material. Uniformly graded sufficient to allow proper compaction. B. Gradation - No boulders greater than 6 inch diameter in top 12 inches of backfill. Generally, no boulders greater than 12 inch diameter in remainder of trench. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 54 3.00 METHODS AND PROCEDURES 3.01 Site Preparation. A. Clearing. Remove all vegetation, stumps, roots, organic matter, debris and other miscellaneous structures and materials from project site. Dispose of off site. B. Topsoil Removal. Strip existing topsoil from all areas to be disturbed by construction. Topsoil to be stockpiled separately from excavated materials. 3.02 Trench Excavation. A. Limits of Excavation. Trenches to be excavated along lines and grades shown on the Drawings, or as modified in the field by the Engineer. Trench widths for pipe loading to be measured 12 inches above top of pipe. Minimum trench width to be the outside diameter of the pipe or conduit plus 16 inches. Maximum trench width to be the outside diameter of the pipe or conduit plus 24 inches for all pipes or conduits with outside diameter of 24 inches or less, and plus 30 inches for all pipes or conduits with outside diameters greater than 24 inches. If maximum trench width is exceeded, Contractor will provide at their expense, higher strength pipe or special bedding including concrete at the direction of the Engineer. Trench excavation not to be completed more than 100 feet in advance of pipe installation. Backfill to be completed within100 feet of pipe installation. B. Groundwater Control. Contractor to maintain facilities on-site to remove all groundwater from trench and keep water at least 12 inches below the trench bottom, to a point such that a firm base for pipe or conduit installation exists. C. Facilities shall be maintained until all concrete is cured and backfilling is in place at least 24 inches above anticipated water levels before water removal is discontinued; all water removal shall be subject to approval by the Engineer. D. Stockpile Excavated Material. Excavated material to be stockpiled so as not to endanger the work or public safety. Maintain existing vehicular and pedestrian traffic with minimum disruption. Maintain emergency access and access to exist- ing fire hydrants and water valves. Maintain natural drainage courses and street gutters. Backfill material to be segregated from stockpiled topsoil and unusable backfill materials. E. Excavation for Appurtenances. Excavation to be done in accordance with these Specifications and as shown on the approved Drawings. Adequate working Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 55 clearances to be maintained around appurtenances. Provisions for base and bottom preparations shall apply to all appurtenances. Precautions to be taken to maintain trench widths in the vicinity of adjacent pipelines and conduits. 3.03 Bottom Preparation. A. Undisturbed Foundation. Where soils are suitable and have adequate strength, bottom to be graded and hand -shaped such that pipe barrel rests uniformly on undisturbed soil. All rocks or stones that may result in a point bearing on the pipe shall be removed. Undisturbed grades shall be within 0.1 feet tolerance. Soils for final pipe grade placed within these limits shall be fine granular (100% passing No. 4 sieve) or may be native materials, hand compacted to 95% maximum density. B. Bell Holes. Material to be removed to allow installation of all fitting and joint projections without affecting placement of pipe. C. Over excavation. Whenever trench is over -excavated to eliminate point bearing by rocks or stones or when undisturbed grade tolerances of 0.1 foot are exceeded, the Contractor is to re-establish grade using Class 6 aggregate bedding material. Compaction shall be 95% maximum density. All work to re- establish grade shall be at the Contractor's expense. D. Unstable Materials. Materials that are not capable of supporting super -imposed loadings are defined as unstable materials. Should unstable materials be encountered during excavation, immediately notify Engineer. If, in the opinion of the Engineer, unstable soil excavation is required and the Contractor could not have reasonably been expected to discover the existence of such materials during their site investigation, then a contract price for Unstable Soil Excavation shall be negotiated between Owner and Contractor. No payment shall be made for materials excavated prior to notification of the Engineer and negotiation of payment for extra work. Inclusion of a bid item for Unstable Soil Excavation indicates such excavation is anticipated. The Contractor is to notify the Engineer prior to any unstable soil excavation; no payment shall be made for excavation prior to authorization of Engineer. E. Rock Excavation. Rock excavation shall be defined as removal of boulders in excess of 3 cubic yards of solid or fractured rock, which makes hand shaping of the bottom impossible and which requires techniques, such as blasting or jacking for removal, other than those which are being employed by the Contractor or are normally used in trench excavation, such as use of backhoes, trenchers, draglines, etc. Should unanticipated rock conditions be encountered, immediately notify the Engineer. If in the opinion of the Engineer, rock excavation is required and the Contractor has in fact made a diligent and determined effort to remove the material using normal excavation procedures as stated above, and the Contractor could not have reasonably been expected to Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 56 determine the existence of such material during their site investigation, then a contract price for rock excavation shall be negotiated between the Contractor and the Owner. No payment shall be made for excavation performed prior to determination of a negotiated price. Rock shall be removed to a 4 inch depth below grade. Additionally, all rock loosened during jacking, blasting, etc., shall be removed from the trench. For payment purposes, maximum trench width to be paid for shall be as defined in Subsection 3.02, A. Maximum depth to be paid for shall be 12 inch below required grade. All over -excavation shall be replaced as specified in Subsection 3.03, C. Inclusion of a bid item for rock excavation indicates such excavation is anticipated. Contractor to notify Engineer prior to any rock excavating; no payment shall be made for excavation prior to notification. 3.04 Backfilling. A. Tamping Equipment. Except immediately next to the pipe, mechanical or air operated tamping equipment to be used. Hand equipment, such as T -bar to be used to pipe if necessary. Care to be taken when compacting under, along side and immediately above pipe to prevent crushing, fracturing shifting of the pipe. The Contractor is to note densities required for materials are or being backfilled and shall use appropriate approved equipment to obtain those densities. Wheel rolling is not considered to be an adequate compaction technique to meet these Specifications and will not be allowed. Where 85% compaction is required, wheel rolling may be considered. Before acceptance, the Contractor shall backfill a portion of the trench and pay for density testing to verify adequacy of the proposed backfill techniques. A hydro hammer may be allowed to obtain the specified density up to 4 feet in depth. The Contractor will be required to re -excavate those areas that have been tamped so that density tests can be taken to insure that the specified density is being obtained full depth. B. Moisture Control. Generally maintain moisture of backfill material with 2% of optimum moisture content as determined by ASTM D698. Maintain closer tolerances as needed to obtain densities required. C. Compaction. Maximum density (100%) based on ASTM D698 or AASHTO T99. Bedding Material, including material used for over -excavation of any kind: 95%. 2. Select Material: 95% 3. Backfill beneath existing or proposed pavement, roadways, sidewalks, curbs, utility lines and other improvements or within 5 feet horizontally of such improvements: 95%. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 57 4. Backfill within public or designated right-of-way: 90% or as shown on the approved Drawings. 5. Backfill within undeveloped, green or undesignated area: 85%. 6. Backfill for any fill over overcut grading in areas of lot/home construction: 95%. D. Placing Backfill. The maximum loose lifts of backfill material to be as follows: use smaller lifts where necessary to obtain required densities: Bedding and select material: 6 inches (or see Section 3.03A). 2. Backfill Material: 12 inches where 95% compaction required; 24 inch where less than 95% compaction required. E. Backfilling Appurtenances. Backfilling to be done generally at the same time as adjacent pipelines. Backfilling procedure to conform to this section. Use special techniques or materials as shown on drawings. F. Disposal of Excess Excavation. Contractor to dispose of excess excavation off site. The Owner shall have the right to elect to have the excess excavation disposed of at a designated site within the project limits. Excavation may be wasted on-site only if approved by the Engineer. Disposal in any case shall be the sole responsibility of the Contractor. G. Jetting. Jetting and water inundation are generally not permitted methods of compaction. The Engineer may allow jetting under certain field conditions. Techniques including depth of lifts, amount of water to be used, penetration of hose jet, etc., shall be at the direction of the Engineer. No jetting will be allowed on materials with a 200 minus gradation of greater than 15%. Contractor shall pay cost of all water used, soil classification testing and retesting or recompaction required. No jetting shall be done prior to written approval and direction of the Engineer. H. Maintenance of Backfill. Contractor to maintain all backfill in a satisfactory condition during the extent of the contract and warranty period. All surface deterioration determined to be the responsibility of the Contractor and the Contractor upon notice by the Owner shall repair all settlement at once. All costs for repair and all liability, as a result of surface deterioration or settlement, shall be the responsibility of the Contractor. Clay Barrier Water Stops. Because of the presence of ground water, a clay barrier may be required to be installed full depth in trench in place of all bedding material and backfill. This barrier shall be full depth and two feet thick and installed every 100 linear feet of trench. Clay barrier installation shall be considered incidental to the pipe installation and not paid for separately. Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 58 3.05 Surface Restoration. All existing surface improvements and site conditions disturbed or damaged during construction to be restored to a condition equal to pre -construction condition. All restoration costs are considered incidental to excavation and backfill. A. Improvements. Replace, repair or reconstruct all improvements as required. Work will not be accepted until restoration is accepted by Engineer and all affected property owners. Improvements include, by example, other utilities, culverts, structures, curb and gutter, mailboxes, signs, sprinkler systems, etc. B. Final Grading. The Contractor is to re-establish existing final grade or finish final grades as modified and shown on the approved Drawings. The Contractor is to backfill to proper subgrade elevation with backfill material to allow placement of surface improvements or materials. C. Roadways. All roadways to be restored to original condition with material types removed. Materials and methods to conform to applicable portions of current Colorado Department of Transportation (CDOT) specifications. Additional requirements are: Minimum base course material on gravel roadways or minimum depth gravel on hard surface roadways to be 8 inch, unless shown otherwise on approved Drawings. 2. Minimum bituminous surfacing to be 3 inch unless shown otherwise on approved Drawings. 3. Minimum concrete pavement surfacing to be 6 inch, unless shown otherwise on approved Drawings. 4.00 QUALITY CONTROL - FIELD 4.01 Compaction. It should be fully understood that it will be the sole responsibility of the Contractor to achieve the specified densities for all embedment and backfill material placed. Contractor will be responsible for ensuring that correct methods are being used for the placement and compaction of said materials. Correct backfill methods include, but are not limited to: A. Use of proper equipment for existing soil condition encountered. B. Moisture content of existing soils; determination if water should be added or if soil should be air dried to reduce moisture content. C. Thickness of backfill lift. Contractor may, at their own expense, have an approved geotechnical engineer monitor the methods of backfill and compaction used to ensure that the desired densities are being obtained. Inspection and testing will be performed as directed by the District. Testing will be conducted as a quality control check to verify the Contractor's compliance with the standards indicated the Specifications. 4.02 Inspection and Testing. Inspection and testing to be performed at the direction of the Engineer. Contractor to cooperate fully with all persons engaged in testing. Contractor to Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 59 excavate as required to allow testing. Contractor to backfill all test excavations in accordance with these Specifications. Any areas, which require a specified density, including fill, backfill, trenches, embankments, road base, hot bituminous pavement, backfill for structures, shall be tested. 4.03 Density Testing and Control. A. Reference Standards. Density/moisture relationships to be developed for all soil types encountered according to ASTM D698 or AASHTO T99. B. Field Testing. Testing for density during compaction operations to be done in accordance with ASTM D2922 using nuclear density methods. C. Frequency of Testing. Minimum of 1 test every 250' trench per lift or as directed by Engineer. Contractor to excavate to depths required by District for testing and backfill test holes to density specified. D. Retesting. In the event of failure to meet compaction criteria, Contractor shall re - excavate and re -backfill at direction of District. All retesting to be paid for by Contractor and to be performed by soils testing firm approved by the District. End of Section XII Roaring Fork Water & Sanitation District I:\1996\96059W-02 Rules and Regulations\Appendix B - February 2007.doc Rules and Regulations Appendix B FEBRUARY 2007 B - 60 PIPE P1 AQTlr' POLYETHYLENE PLASTIC ter,, , 1„1 12 GAUGE INSULATED STEP 3 EXERCISE CARE TO PREVENT PENETRATION OF PE WRAP WITH GRAVEL, ROCKS, ETC. FIELD INSTALLATION - POLYETHYLENE WRAP WHERE SPECIFICALLY REQUIRED FOR SOIL APPLICATIONS STEP 1 — PLACE TUBE OF POLYETHYENE MATERIAL ON PIPE PRIOR TO LOWERING IT INTO PLACE STEP 2 — PULL THE TUBE OVER THE LENGTH OF THE PIPE. TAPE TUBE TO PIPE AT JOINT. FOLD MATERIAL AROUND THE ADJACENT SPIGOT END AND WRAP WITH TAPE TO HOLD THE PLASTIC TUBE IN PLACE. STEP 3 — OVERLAP FIRST TUBE WITH ADJACENT TUBE AND SECURE WITH PLASTIC ADHESIVE TAPE. THE POLYETHYLENE TUBE MATERIAL COVERING THE PIPE SHALL BE LOOSE. EXCESS MATERIAL SHALL BE NEATLY DRAWN UP AROUND THE PIPE BARREL, FOLDED ON TOP OF PIPE AND TAPED IN PLACE. POLYETHYLENE WRAP File: RFWSD I woter101—Po1VWraD RFWSD STANDARD DETAILS Dote: 12/20/06 Bv.• D✓M FOUR (4) NO. 4 EPDXY COATED REBAR EMBEDDED 18" INTO CONCRETE W/ ENDS BENT 90 DEGREES AS SHOWN BOND BREAKER 4 MIL POLYETHYLENE PLASTIC (TYP) SEE W-17 FOR SIZING VERTICAL THRUST BLOCK - SECTION a BOND BREAKER 4 MIL POLYETHYLENE\>` PLASTIC (TYP) UNDISTURBED EARTH TEE - PLAN MINIMUM BEARING SURFACE AREA - iQ FT (FOR 200 PSI INTERNAL PIPE PRESSURE) UNDISTURBED EARTH AINIMUM BEARING 2 SURFACE AREA - 0. D. iQ FT (FOR 200 PSI INTERNAL PIPE PRESSURE) MINIMUM BEARING SURFACE (SF) FOR 200 PSI AND LESS SIZE BENDS TEE OR TEE OR OF PIPE 11-1/40 22-1/20 450 goo DEAD END 6" 1.3 2.5 5.0 9.0 6.4 8" 1.3 2.5 5.0 9.0 6.4 10" 1.9 3.8 7.4 13.7 9.7 12" 2.7 5.4 10.5 19.3 13.7 16" 4.7 9.3 9.1 33.6 23.8 20" 7.2 14.3 28.0 51.8 36.6 E - MATERIAL TYPICAL CROSS SECTION 4INIMUM BEARING ;URFACE AREA - ;Q FT (FOR 200 PSI VTERNAL PIPE PRESSURE) UNDISTURBED EARTH MINIMUM BEARING SURFACE AREA - SQ FT (FOR 200 PSI INTERNAL PIPE PRESSURE) UNDISTURBED EARTH MINIMUM BEARING SURFACE (SF) FOR 250 PSI AND LESS SIZE BENDS TEE OR OF PIPE 11-1/40 22-1/20 450 g0o DEAD END 6" 1.6 3.1 6.2 11.4 8.0 8" 1.6 3.1 6.2 11.4 8.0 10" 2.4 4.7 9.25 17.1 12.0 12" 3.4 6.7 13.1 24.2 17.1 16" 5.8 11.6 22.7 42.0 29.7 20" 9.0 17.9 35.0 64.8 45.8 NOTES: 1. FOR 200 PSI INTERNAL PRESSURE, INCLUDING WATER HAMMER 2. MEGALUG RESTRAINTS MAY BE USED IN CONJUNCTION WITH THRUST BLOCKS WITH PRIOR APPROVAL FROM THE DISTRICT 3. MINIMUM AREA REQUIRED WILL BE THAT OF AN 8 -INCH MAIN 4. ALL THRUST BLOCKS SHALL BE FORMED. THE MINIMUM THICKNESS FORM MATERIAL SHALL BE 3/8" PLYWOOD 5. BEARING AREA BASED ON SOIL BEARING PRESSURE OF 2000 Ib/sf 6. CONCRETE SHALL HAVE A 28 DAY COMPRESSION STRENGTH OF 3000 psi CONCRETE THRUST BLOCKS COMPACTED CLASS 6 COPPER SERVICE LINE UNDISTURBED SOIL PIPE SUBGRADE 5'-6" MINIMUM COVER FOR WATER MAINS 12 GAUGE INSULATED ° COPPER TRACE WIRE-_ 6" 6" N Z BEDDING ZONE 6" MIN SERVICE STUB -OUT BEDDING 6' STEEL FENCE POST - PAINT TOP 1' OF POST BLUE R PROPERTY LINE OR AS STAKED II V BUFFALO TYPE CURB STOP SHAFT, LOCATED IN NON -TRAFFIC AREA. IF LOCATED IN TRAFFIC AREA 8' MINIMUM COVER BE TRRAFFICAFFIC BEARING TYPE K COPPER PIPE THE SHAFT MUST FOR SERVICE LINES E CORPORATION ° ° ° ° ° STOP R INSULATED CURB ° ° ---COMPACTED ° ISTOP \ CLASS 6 +� PLACE 3M LOCATING DISK CONCRETE BLOCK BEARING ON UNDISTURBED SOIL \---WRAP MINIMUM OF 3' OF COPPER SERVICE LINE W/POLYETHYLENE ENCASEMENT GENERAL NOTES ELEVATION 1. CURB STOP TO BE LOCATED AT THE PROPERTY LINE OR AT THE EDGE OF EASEMENT -WHICHEVER IS CLOSER TO THE MAIN. 2. CURBSTOP - ALL FITTINGS SHALL BE COMPRESSION FITTINGS. 3. CURBSTOP - MANUFACTURER REFERENCE MUELLER B25204 OR APPROVED EQUAL. WATER SERVICE STUB OUT CONNECT VALVE PER SPECIFICATIONS TO TEE 4' PUMPER NOZZLE SHALL FACE ACCESS THREE PIECE ADJUSTABLE VAL VE BOX TRAFFIC CURB & GUTTER DEBRIS CAP FLANGE Z FIN. GRADE EL EV �D FIN. GRADE ELEV. EXTENSION(S) AS NECESSARY TYLER TYPE 6860 o SERIES TYPE 160 0 0 I WIDE OVAL BASE co OR APPROVED Lo n EQUAL � I 12 GAUGE INSULATED CONCRETE COPPER TRACE WIRE REACTION BLOCK = _ I MJ xSWWEL 0 1 a� 6" MJ x MJ o NON— RISING o . . . STEM GATE VALVE PROVIDE TWO J14- GAL V. SEE CONCRETE CONC. BLOCKS TIE RODS W/ EYE BOLTS REACTION BLOCK UNDISTURBED EARTH HYDRANT DRAIN PIT, 27 CUBIC DETAIL NOTES: FT. OF 1-1/2" WASHED ROCK 1) ALL JOINTS FROM MAIN TO HYDRANT SHALL BE RESTRAINED MECHANICAL JOINTS OR FLANGED JOINTS. 2) HYDRANT, VALVE AND FITTINGS TO BE 250 P.S.I. RATED. 3) POLYETHYLENE WRAP SHALL COVER D.I.P. ASSEMBLY FROM HYDRANT BASE TO WATER MAIN. 4) ALL HYDRANT LEAD PIPING TO BE 6" CLASS 250 D.I.P. UNLESS OTHERWISE NOTED 5) CENTERLINE OF HYDRANT TO BE 4'-0" FROM BACK OF CURB UNLESS OTHERWISE NOTED. 6)INSTALL VALVE STEM EXTENSION AS NEEDED TO INSURE THE DISTANCE FROM VALVE BOX LID TO TOP OF NUT SHALL NOT EXCEED 5'-0" FIRE HYDRANT ASSEMBLY INSTALLATION DETAIL DETAIL "4 " Prepared By: SCHMUESER GORDON MEYER, INC. Fve:RFWSD\water\ 04—Fhyd RFWSD STANDARD DETAILS Date: 12/20/06 By: D✓M 4 " THICK CONC PAD AROUND BOX WHEN LOCATED IN GRASS OR DIRT IIIIIIII ... `� 6" OF CLASS 6 AGGREGATE— 'm GGREGATE 1= BASE COURSE COMPACTED = = 1= 1= 1= TO 95% STANDARD PROCTOR -- 3/4" BELOW FINISHED GRADE DEEP TYPE VALVE BOX LID DEBRIS CAP FINISHED GRADE GATE VALVE TYPICAL GATE VALVE TYLER TYPE 6860 SER/ES TYPE 160 WIDE OVAL BASE OR APPROVED EQUAL WATER MAIN NOTES: 1. ALL VALVES ADJACENT TO FITTING SHALL BE MJ. IN LINE VALVES TO BE MJ x MJ. DESIGN LOCATIONS OF VALVES ARE OUTSIDE OF CONCRETE, CURB/GUTTER AND VALLEY PANS. 2. INSTALLED VALVES WHICH CONFLICT WITH CONCRETE AREAS SHALL BE RELOCATED AT THE CONTRACTOR'S EXPENSE. 3. THIS DETAIL DOES NOT APPLY TO HYDRANT ASSEMBLY VALVES. 4. INSTALL VALVE STEM EXTENSION AS NEEDED TO INSURE THE DISTANCE FROM VALVE BOX LID TO TOP OF NUT SHALL NOT EXCEED 5-0" 5. THE TRACER WIRE SHALL BE EXTENDED TO THE SURFACE AT ALL VALVES AND FIRE HYDRANTS. THE WIRE SHALL BE EXTENDED TOWARDS THE GROUND ON THE OUTSIDE OF THE VALVE BOX UNTIL THE WIRE IS WITHIN FOUR INCHES (4") OF THE TOP OF THE LID, AT WHICH POINT IT SHALL BE BROUGHT BACK INSIDE THE BOX AND SECURELY FASTENED. SUFFICIENT SLACK IN THE OUTSIDE OF THE WIRE SHALL BE PROVIDED TO COMPENSATE FOR ANY FUTURE ADJUSTMENT TO THE VALVE BOX. File: RFWSDI woter105—Gotevolve RFWSD STANDARD DETAILS Dote: 12/20/06 By: D✓U THREE PIECE Q ADJUSTABLE g \—MAGNETIC VALVE BOX TRACER TAPE COLOR CODED 2 g 12 GAUGE o o BLUE WITH "WATER LINE LOCATED �- INSULATED J BELOW" PRINTED ON TAPE. TYPE 3M COPPER TRACE in r7 SCOTCHMARK" OR APPROVED EQUAL WIRE Lo2" COMPACT BACKFILL TO 989 SQUARE L STANDARD PROCTOR TO SURFACE TO SUPPORT VALVE BOX GATE VALVE TYPICAL GATE VALVE TYLER TYPE 6860 SER/ES TYPE 160 WIDE OVAL BASE OR APPROVED EQUAL WATER MAIN NOTES: 1. ALL VALVES ADJACENT TO FITTING SHALL BE MJ. IN LINE VALVES TO BE MJ x MJ. DESIGN LOCATIONS OF VALVES ARE OUTSIDE OF CONCRETE, CURB/GUTTER AND VALLEY PANS. 2. INSTALLED VALVES WHICH CONFLICT WITH CONCRETE AREAS SHALL BE RELOCATED AT THE CONTRACTOR'S EXPENSE. 3. THIS DETAIL DOES NOT APPLY TO HYDRANT ASSEMBLY VALVES. 4. INSTALL VALVE STEM EXTENSION AS NEEDED TO INSURE THE DISTANCE FROM VALVE BOX LID TO TOP OF NUT SHALL NOT EXCEED 5-0" 5. THE TRACER WIRE SHALL BE EXTENDED TO THE SURFACE AT ALL VALVES AND FIRE HYDRANTS. THE WIRE SHALL BE EXTENDED TOWARDS THE GROUND ON THE OUTSIDE OF THE VALVE BOX UNTIL THE WIRE IS WITHIN FOUR INCHES (4") OF THE TOP OF THE LID, AT WHICH POINT IT SHALL BE BROUGHT BACK INSIDE THE BOX AND SECURELY FASTENED. SUFFICIENT SLACK IN THE OUTSIDE OF THE WIRE SHALL BE PROVIDED TO COMPENSATE FOR ANY FUTURE ADJUSTMENT TO THE VALVE BOX. File: RFWSDI woter105—Gotevolve RFWSD STANDARD DETAILS Dote: 12/20/06 By: D✓U PP-TAINIINIr DEBRIS CAP DEBRIS CAP DEBRIS CAP TYPE "B TYPE *C TYPE NOTES FLEXIBLE SKIRT --I RIS CAP SHALL BE INSTALLED AS CLIX5E UNDER TAE CAST IRON COVER WITHOUT INTERFERING WITH COVER OPERATION ISLE SKIRT SHALL BE RIMMED TO PROVIDE A SMOOTH CONTACT MTI THE INTERIOR DIAMETER OF THE PIPE. DEBRIS CAP SHALL BE MANUFACTURED BY SW SERVICES. INC., PHOENIX. ARIZONA OR EQUAL - DEBRIS CAP SHALL BE COMPRISED OF A HOLLOW MEMBER HAVING A CYJ DRICAL OUTER SURFACE. A CLOSURE FOR ONE HD THREE POINT RESILIENT CONTACT PADS PROJECTING FROM THE OUTER SURFACE. THE CAP SHALL HAVE A FLEXIBLE 'BONDING AN OUTWARD SEAL PREVENTING DEBRIS FROM GETTING PAST THE CAP. THE CAP MUST WITHSTAND. WITHOUT GE, A MINIMUM VERTICAL FORCE OF W POUNDS, AT A LOADING RAM OF 1.0 IN/ MINUTE. THE CAP SHALL BE MOWED GENERAL ELECTRIC ABS #HIM 4500. THE CAP SHALL HAVE RETAINING PRONGS TO RETAIN A STANDARD LOCATING C011 IDEBRIS CAP IN�STALL�ATIO CONTACT PAD STEEL TOP VIEW OPERATING HANDLE USE SCH 40 GALVANIZED STEEL 0 0 N n 90' U- 0 0 F z Fn m 0 U z 10 I N N I`rcI c� z J MH FRAME AND COVER HS20 LOADING / A 5" MIN RATED OR EQUAL. WITH THE WORD 3" VENT W/ WIRE 16" O.C. NON—SHRINK "WATER" CAST INTO COVER MESH SCREEN AND CLAMP—EXTEND 3' ABOVE FINISH GRADE GROUT 2 —U MODEL PS1 ASTM RING & COVER—SET PARALLEL FINISHED SURFACE ADJUST TO REQUIRED GRADE WITH A MAXIMUM OF SIX -2" THICK REINFORCED X CONC. GRADE RINGS SET IN NON— / SHRINK GROUT 0 0 N n 90' U- 0 0 F z Fn m 0 U z 10 I N N I`rcI c� z J 6.. a A 5" MIN "? 16" O.C. N TYP —ALL MANHOLE STEPS PLASTIC COATED MA INDUSTRIES MODEL PS1 ASTM 4'-0" DIA C-478-94 OR APPROVED EQUAL PRECAST ECCENTRIC CONE INSTALL 1" DIAMETER DOUBLE RAM NECK (OR EQUAL) JOINT GASKET AND GROUT JOINTS INSIDE AND OUTSIDE, GROUT LIFT HOLES ON INTERIOR, PROVIDE 1 1/2" DIAMETER RAM NECK ON MANHOLES LARGER THAN 48" PRECAST REINFORCED CONCRETE MANHOLE BARREL PER ASTM—C478 WITH STEPS INSIDE LIP TO BE HIGHER THAN OUTSIDE LIP V CONTINUE 12 GAUGE O INSULATED COPPER WIRE THROUGH MANHOLE COMPACTED 3/4" 16"MAX SCREENED ROCK q 9" GENERAL NOTES 1. ALL CONCRETE WORK SHALL COMPLY WITH LATEST ACI -318 SPECIFICATIONS 2. AIR VALVE ASSEMBLY LARGER THAN 2" SIZE SHALL BE SPECIALLY DESIGNED AND MEET WATER DEPARTMENT REQUIREMENTS UNDISTURBED SECTION SOIL 2" COMBINATION AIR VALVE & MANHOLE LEGEND 2" CORPORATION TAPERED THREADS INLET QB 2" X 4" THREADED BRASS NIPPLE © 2" THREADED GATE VALVE WITH WHEEL (CRANE OR NIBCO) Q 2" THREADED INLET APCO 144 AIR AND VACUUM RELEASE VALVE Q 2" X 90' PLASTIC ELBOW CONCRETE FOOTING, 9"02"x8'-0" i/i/ i f. File: RFWSDI woter107-2CombAiNo/MN RFWSD STANDARD DETAILS Dote: 12/20/06 By: DJM n RING AND COVER.TYPE CASTINGS INC. (IMH-250-24-Cl/INVERTED) OR APPROVED EQUAL BY DISTRICT. LID TO BE PAINTED BROWN AND EMBOSSED WITH "RAW WATER" FROST SEAL TO BE INSTALLED. -FINISHED GROUND LINE 24" N 2 1/2" BRASS OUTLET CONNECTOR CONCRETE BARREL W/ NST THREADS SECTION (24" IDF__ (TO BE APPROVED BY DISTRICT) MAINGUARD 2" BLOW -OFF HYDRANT (OVERALL LENGTH SHALL EQUAL DEPTH OF MAIN PIPE MINUS 6") a a 1 2" SCREENED ROCK 1 000000oouoo000 0 0 00 00 00 00 00 020 0000000 000000 a0 2' UNDISTURBED EARTH OR THRUST BLOCK 2" BRASS STREET "L" (NOT BY KUPFERLE FOUNDRY) CRUSHED ROCK 2" BRASS NIPPLE (NOT BY KUPFERLE FOUNDRY) 2" TAP DOUBLE STRAP TAPPING SADDLE (TYPE FORD OR APPROVED EQUALM OT BY KUPFERLE FOUNDRY) -MAIN PIPE (SEE PLAN MEW FOR SIZE) TYPE: ECLIPSE No. 78 NO TES: Blow—Off Hydrants shall be non—freezing, self draining type, Set underground in a town approved meter box, these hydrants will be furnished with a 2" F1P inlet, a non—turning operating rod, and shall open to the left. All of the working parts shall be of bronze—to—bronze design, and be serviceable from above grade with no digging. The outlet shall also be bronze and be 2-112" NST. Hydrants shall be lockable to prevent unauthorized use as manufactured by Kupferle Foundry Co., St. Louis, MO, or approved equal. (Overall length 6" shorter than normal depth of bury. Minimum opening in meter box should be 20") AIR RELEASE HYDRANT (MANUAL) File: RFWSDIwcter108—AirReWcn RFWSD STANDARD DETAILS Dote: 12/20/06 8v D✓M DISPERSE LARGE ROCKS IN THIS ZONE PROVIDED ROCKS DO NOT INTERFERE WITH BACKFILL COMPACTION REQUIREMENTS BOULDERS GREATER THAN 18" TO BE REMOVED FROM BACKFILL AND DISPOSED OF OFF SITE. NO ROCK ALLOWED GREATER THAN 6" 12 SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS VARIES / TRENCH BACKFILL 12" NO ROCK ALLOWED D GREATER THAN 6" PIPE SUBGRADE, STABILIZATION MATERIAL IF REQUIRED BEDDING ZONE SEE BELOW TRENCH BACKFILL COMPACTED CLASS 6 0 0 BEDDING UNDISTURBED solL 0Q) 1/4 O.D., PIPE SUBGRADE 6" 6" 6" MIN WATER PIPE BEDDING File: RFWSDIWoter109—W0terP/DeBed RF#SD STANDARD DETAILS Dote: 12/20/06 Bv.• D✓M PROVIDE INSULATION 24" DIA. INSULATED TO 4 -FEET BELOW RING AND COVER FINISH GRADE (TYP) NEENAH R1758G OR / ACCEPTED EQUAL MINIMUM 2" THICK INSULATION '7 STEPS DOWN e� (TYP) �•, y '.• �•: /�/ 6" 7' MINIMUM - T BURY CLEA ANCE T 6" • i 1� 6" GATE VALVES 6" X 1 1/2" o a 6" FLANGED COUPLING DOUBLE STRAP ADAPTERS BRONZE SADDLE i • CONTINUE 12 GAUGE SPOOL (TYP) INSULATED COPPER WIRE 6" PRV THROUGH THE VAULT �• GALV. STEEL SCH 40 3" VENT PIPE WITH WIRE MESH AND CLAMP AT END OF VENT. \ 3 4 PRESSURE GAUGE (TYP) PROVIDE (1) UPSTREAM AND (1) DOWNSTREAM GAUGE 8" DIP FLOW OUT ADJUSTABLE PIPE SUPPORTS UNDER PRV'S AND GATE VALVES Al 0 4.. 6" DIP QDRAIN DAYLIGHT TO DRAIN W/ STAINLESS STEEL SCREEN AND CLAMP AT END NOTES ELEVA nON 1. VAULT SHALL BE PRECAST CONCRETE AND CAPABLE OF WITHSTANDING HS 20-44 TRAFFIC LOADING CONDITIONS 2. WHERE PIPES PENETRATE WALLS, USE LINK SEAL OR FILL ANNULAR SPACE W/ NON -SHRINK GROUT 3. COAT ALL EXTERIOR VAULT SURFACES WITH BITUMINOUS DAMPROOFING 4. ALL 1 1/2" PIPE SHALL BE BRASS W/ALL OTHER PIPE AND FITTINGS BEING FLANGED DUCTILE IRON 5. ALL TIE -RODS SHALL BE 3/4" ALL -THREAD OR MEGA -LUGS ON EXTERIOR CONNECTIONS 6. CONTRACTOR SHALL SUBMIT VAULT PIPING SCHEMATIC W/ VAULT DIMENSIONS PRIOR TO ORDERING 7. IT SHALL BE THE OWNER'S RESPONSIBILITY TO VERIFY ALL PRV SIZING AND PRESSURE SETTINGS SIZES OF PRV'S SHOWN IS FOR ILLUSTRATION PURPOSES ONLY 8. THE DISTRICT SHALL APPROVE FINAL SIZING OF ALL PRV'S AND VALVES MAIN LINE PRV VAULT I ---- File: RFWSDI water) 10—Prv01 RF#SD STANDARD DETAILS Date: 12/20/06 By D✓M MIN 16"MAX D STRAINER SLOPE TO SUMP D D 12" COMPACTED 3/4"� SCREENED ROCK GALV. STEEL SCH 40 3" VENT PIPE WITH WIRE MESH AND CLAMP AT END OF VENT. \ 3 4 PRESSURE GAUGE (TYP) PROVIDE (1) UPSTREAM AND (1) DOWNSTREAM GAUGE 8" DIP FLOW OUT ADJUSTABLE PIPE SUPPORTS UNDER PRV'S AND GATE VALVES Al 0 4.. 6" DIP QDRAIN DAYLIGHT TO DRAIN W/ STAINLESS STEEL SCREEN AND CLAMP AT END NOTES ELEVA nON 1. VAULT SHALL BE PRECAST CONCRETE AND CAPABLE OF WITHSTANDING HS 20-44 TRAFFIC LOADING CONDITIONS 2. WHERE PIPES PENETRATE WALLS, USE LINK SEAL OR FILL ANNULAR SPACE W/ NON -SHRINK GROUT 3. COAT ALL EXTERIOR VAULT SURFACES WITH BITUMINOUS DAMPROOFING 4. ALL 1 1/2" PIPE SHALL BE BRASS W/ALL OTHER PIPE AND FITTINGS BEING FLANGED DUCTILE IRON 5. ALL TIE -RODS SHALL BE 3/4" ALL -THREAD OR MEGA -LUGS ON EXTERIOR CONNECTIONS 6. CONTRACTOR SHALL SUBMIT VAULT PIPING SCHEMATIC W/ VAULT DIMENSIONS PRIOR TO ORDERING 7. IT SHALL BE THE OWNER'S RESPONSIBILITY TO VERIFY ALL PRV SIZING AND PRESSURE SETTINGS SIZES OF PRV'S SHOWN IS FOR ILLUSTRATION PURPOSES ONLY 8. THE DISTRICT SHALL APPROVE FINAL SIZING OF ALL PRV'S AND VALVES MAIN LINE PRV VAULT I ---- File: RFWSDI water) 10—Prv01 RF#SD STANDARD DETAILS Date: 12/20/06 By D✓M EASEMENT WIDTH nRIC;INAI GRnl1ND MINIMUM EASEMENT WIDTH EASEMENT WIDTH File: RFWSDI watery i—EoseWidth RFWSD STANDARD DETAILS Dote: 12/20/06 By.- D✓M T.. ....................................................................................................................................... Z CONTRACTOR TO DEFLECT JOINTS STORM DRAIN AS REQUIRED TO MAINTAIN 18" �O MIN. SEPARATION W/ NO ADDITIONAL HIGH POINTS OR LOW POINTS I_ 4' M/N. �4' CREATED ANEW WATERLINE "-INSULATION FOR WATERLINE (SEE INSULATION SECTION BELOW) EL EVA TION WA TERLINE/CUL VERT CROSSING 4" OF POLYSTYRENE INSULATION (LOCATED ALONG SIDES AND ON TOP OF PIPE) NO SCALE UGE INSULATED COPPER TRACE WIRE 6 PER 'TRENCH CROSS SECTION" INSULA TION SECTION NO SCALE INSULATION DETAIL File: RFWSDI water) 12—lnsulotion RFWSD STANDARD DETAILS Dote: 12/20/06 By: D✓M MIN. BEARING SURFACE AREA — SQ FT (FOR 200 PSI INTERNAL PIPE PRESSURE) UNDIS' EARTH BOND BREAKER 4 MIL POLYETHYLENE PLASTIC _ SIZES OF VICE TAPS) MIN. BEARING SURFACE AREA—SQ FT (FOR 200 PSI INTERNAL PIPE PRESSURE) TAPPING SLEEVE UNDISTURBED EARTH 12 GAUGE INSULATED COPPER WIRE SHALL BE LAID WITH ALL PIPES (TAPS 4" AND OVER) 10 GAUGE INSULATED COPPER WIRE SHALL BE LAID WITH ALL PIPES /GRADE VALVE BOX AND GATE VALVE 12 GAUGE INSULATED COPPER WIRE SHALL BE LAID WITH ALL PIPES TAPPING GATE VALVE 12" UNIFORM CONCRETE BLOCKS / (NO WOOD BLOCKING SHALL BE USED) IN WET AND/OR UNSTABLE GROUND, THE TRENCH BOTTOM WILL BE BROUGHT BOND BREAKER 4 MIL POLYETHYLENE TO GRADE WITH 1-1/2" ROCK TO PLASTIC EVERYWHERE CONCRETE SUPPORT THRUST BLOCK CONTACTS PIPES, FITTINGS, BOLTS, & NUTS ELEVA110N TAPPING DETAIL T1 T7T I F,le: RFWSDI woter1ii— TaDDinoDetoil RFWSD STANDARD DETAILS Dote: 12/20/06 Bw DJM WATER LINE 10 GAUGE INSULATED ,-- COPPER WIRE ENCASE JOINTS IIN CONCRETE OR IMPERMEABLE SLEEVE V) N c W � J r x o ••I I 0- —:moi— 4:-vZ.�• : • •p• ?• • ii T �• SANITARY SEWER LINE IF WATERLINE IS 18" OR LESS ABOVE SEWER OR F WATER LINE IS BELOW THE SEWER LINE, INSTALL CONCRETE ENCASEMENT. ENCASEMENT MUST EXTEND UNTIL THE WATER AND SEWER PIPE ARE SEPARATED BY MORE THAN 10 FEET. IN LIEU OF CONCRETE EN- CASEMENT C900 PVC PRESSURE PIPE OR YELOMINE PRESSURE PIPE MAY BE SUBSTITUTED. WATER STOP SANITARY SEWER LINE 1.5' 7-�LL SECTION(D STEEL CASING THICKNESS AND COATING PER REGULATORY AGENCY 12 GAUGE INSULATED / COPPER WIRE WATER LINE STEEL ENCASED WATER LINE IZ CONCRETE ENCASEMENT HIGH DENSITY RUBBER CASING WITH 3/4" WIDE STAINLESS STEEL STRAPS. PIPELINE SEAL AND INSULATOR CO. MODEL W 1 OR ACCEPTED EQUAL. 12 GAUGE INSULATED COPPER WIRE STEEL CASING CASCADE SPACERS - OR APPROVED EQUAL SECTION e CONCRETE & STEEL PIPE ENCASEMENT File: RFWSD 1 woter 114-Encose0l RFWSD STANDARD DETAILS Dote., 12/20/06 Bv. D✓M 4 (i (I STANDARD CENTERED RESTRAINED BASIC POSITIONS 20CASING SPACER P I/C PIPE H H "i Li--' r�( CASING SPACER DUCTILE IRON PIPE L -j li PLACEMENT OF SPACERS ON CARRIER PIPE STEEL CASING STAINLESS STEEL BAND SPRAY EXPANDING TYPE FOAM (MIN 3" THICKNESS INSIDE CASING) RUBBER SEAL _STAINLESS STEEL BAND CARRIER PIPE O END SEAL NOTES: 1.) GENERAL: ONE SPACER SHALL BE PLACED NOT MORE THAN TWO FEET FROM EACH END OF THE CASING SUBSEQUENT SPACERS SHALL BE PLACED AT 10' INTERVALS WITHIN THE CASING. 2.) PVC CARRIER: ONE SPACER SHALL BE PLACED ON THE SPIGOT END OF EACH SEGMENT AT THE LINE MARKING THE LIMIT OF INSERTION INTO THE BELL. WHEN THE JOINT IS COMPLETE, THE SPACER SHALL BE IN CONTACT WITH THE BELL OF THE JOINT SO THAT THE SPACER PUSHES THE JOINT AND RELIEVES COMPRESSION WITHIN THE JOINT. SUBSEQUENT SPACERS SHALL BE PLACED AT 6' INTERVALS. 3.) CARRIER PIPE SHALL BE INSERTED WITHIN CASING BY USE OF MODEL CCS STAINLESS STEEL CASING SPACERS AS MANUFACTURED BY CASCADE WATERWORKS MFG. CO. OF YORKVILLE, IL OR APPROVED EQUAL BY DISTRICT ENGINEER. 4.) ALL PIPE JOINTS LOCATED WITHIN THE CASING AND THE FIRST JOINT EITHER SIDE OF CASING SHALL BE RESTRAINED BY USING SNAP LOCK TYPE GASKETS MANUFACTURED BY US PIPE OR APPROVED EQUAL BY DISTRICT ENGINEER. ALL RESTRAINED PIPE IS TO BE TYPE TYTON—JOINT AS MANUFACTURED BY US PIPE OR APPROVED EQUAL BY DISTRICT ENGINEER. ALL RESTRAINED PIPE IS TO BE INSTALLED USING THE RESTRAINED POSITION OF CARRIER INSTALLATION. 5.) CONTRACTOR TO INSTALL PER SPECIFICATIONS SUPPLIED BY CASCADE WATERWORKS MANUFACTURING COMPANY OR APPROVED EQUAL BY DISTRICT ENGINEER. PIPE ENCASEMENT T DETAIL NTS PIPE ENCASEMEN�DETAIL File: RFWSD 1 woter 115—Encose02 RFWSD STANDARD DETAILS Dote. 12/20/06 Bv. D✓M CARRIER PIPE PVC CARRIER PIPE--,,__ IA CASING \_111-B \_PRE-FABRICATED CASING SPACER/ INSULATOR SPACER / INSULATOR (CASCADE MODEL OR EQUIVELANT) (CASCADE MODEL OR EQUIVELANT) \\\ `SPACER / INSULATOR ABUTTS SPIGOT END GENERAL NOTES: 1. ONE SPACER SHALL BE PLACED NOT MORE THAN TWO FEET FROM EACH END OF THE CASING. SUBSEQUENT SPACERS SHALL BE PLACED AT 10' ENTRVALS WITHIN CASING 2. PVC CARRIER: ONE SPACER SHALL BE PLACED ON THE SPIGOT END OF EACH SEGMENT AT THE LINE MARKING THE LIMIT OF INSERTION INTO THE BELL WHEN THE JOINT IS COMPLETE, THE SPACER SHALL BE IN CONTACT NTH THE BELL OF THE JOINT SO THAT THE SPACER PUSHES THE JOINT AND RELIEVES COMPRESSION WITHIN THE JOINT. SUBSEQUENT SPACERS SHALL BE PLACED AT 6' INTERVALS RECOMMENDED PLACEMENT RECOMMENDED PLACEMENT ON PVC PIPE ON OTHER PIPE STEEL CASING AS SHOWN ON SEAL CASING NTH BRICK AND MORTAR RESPECTIVE DRAWING OR AS (SEE JACKING AND BORING DETAIL BELOW) DEFINED IN SPECIFICATIONS. BELL PRE-FABRICATED CASING SPACER / INSULATOR (CASCADE MODEL OR EQUIVELANT) SECTION "A" ROAD R/W { OUTSIDE LANE OUTSIDE TRACK I RAILROAD R/W f VARIES 25(MIN.)z SEE PLANS (SEE PLANS) a cv � a EXISTING < p 4' MIN. GRADE o iV ... z (SEE PLANS) i i m el 2" DIA. STEEL .n gCASING VENT PIPE (2 REO 'D) WSULIATORSEAL 2' (MAX.) 2' (MAX.) MODEL "C 12 G-2" CASING SPACER "A" OR APPROVED EQUAL MAX 10' MAX. SEAL END OF TUNNEL CASING/ NTH BRICK AND MORTAR FROM SEPARATION SPACER/INSULATOR OR APPROVED EQUAL.PIPE JOINT OR AS RECOMMENDED B THE MANUFACTURER) NOTES: 1. WATER MAIN TO BE RESTRAINED THROUGH TUNNEL / CASING. 2. PIPELINE SHALL BE PROMINENTLY MARKED AT RAILROAD RIGHT-OF-WAY BY SIGNS WORDED, "HIGH PRESSURE MAIN BURIED BELOW'. 3. VENT PIPES SHALL BE FITTED NTH SCREENED DOWN-TURNED ELBOWS. 4. VENT PIPES SHALL BE INSTALLED ONLY IF TUNNEL / CASING IS NOT FILLED. JACK AND BORE DETAILS FOR CROSSINGS N.T.S. DETAIL 16 " Prep—d By. SCHMUESER GORDON MEYER, INC. FI/e: RFWSD I woter 116-Encose03 RFWSD STANDARD DETAILS Dote: 12/20/05 By. D✓M PROVIDE 3" GALV. STEEL VENT W/ WIRE MESH AND STEEL CLAMP - VENT TO EXTEND 3' ABOVE FINISH GRADE D D 0 2" GATE VALVE .. (TYP. EACH SIDE) 2" STRAINER 2 METER UNION 0 nD /1 UNION J 6" X 2" DOUBLE CONTINUECOPPER 12 WIRE UTHR(GE UGHINSULATED STRAP SADDLE \ THE VAULT - L8"YPX)6" REDUCER 8" DIP - FLOW OUT 0 6" BAILEY'1 \ DISC STRAINER 6" METER FLANGE COUPLING 6" GATE VALVE ADAPTOR FOR (TYP. EACH SIDE) METER REMOVAL W/HANDWHEEL o° OPERATOR (FLxFL 24" DIA. INSULATED RING n AND COVER NEENAH R1751IG OR v ACCEPTED EQUAL STEPS DOWN D (TYP) D.. D' D , D A VAULT SIZE AND SHAPE TO BE DETERMINED FOR EACH SPECIFIC APPLICATION NOTES 1. VAULT SHALL BE PRECAST CONCRETE AND CAPABLE OF WITHSTANDING HS 20-44 TRAFFIC LOADING CONDITIONS 2. WHERE PIPES PENETRATE WALLS, USE LINK SEAL OR FILL ANNULAR SPACE W/ NON -SHRINK GROUT 3. COAT ALL EXTERIOR VAULT SURFACES WITH BITUMINOUS DAMPROOFING 4. ALL 2" PIPE SHALL BE BRASS W/ALL OTHER PIPE AND FITTINGS BEING FLANGED DUCTILE IRON 5. ALL TIE -RODS SHALL BE 3/4" ALL -THREAD OR MEGA -LUGS ON EXTERIOR CONNECTIONS 6. CONTRACTOR SHALL SUBMIT VAULT PIPING SCHEMATIC W/ VAULT DIMENSIONS TO DISTRICT PRIOR TO ORDERING MATERIALS OR EQUIPMENT WATER METER PLAN 24" NON–SHRINK GROUT MH FRAME AND COVER HS20 Q a z x rn a I o d I I 16" O.C. d' PRECAST REINFORCED CONCRETE MANHOLE BARREL PER A.ASTM–C478 a A. INSIDE LIP TO BE HIGHER 4' 1. D. /—THAN OUTSIDE LIP LOADING RATED OR EQUAL. WITH THE WORD "SEWER" CAST INTO COVER RING &COVER–SET TO PARALLEL FINISHED SURFACE ADJUST TO REQUIRED GRADE WITH A MAXIMUM OF SIX -2" THICK REINFORCED CONC. GRADE RINGS SET IN NON– SHRINK GROUT PRECAST ECCENTRIC CONE 2'-3' HIGH WITH WALL THICKNESS OF 6" AT TOP TO 5" AT BOTTOM 9. INSTALL 1" DIAMETER DOUBLE RAM–NEK �;. (OR EQUAL) JOINT GASKET AND GROUT JOINTS INSIDE AND OUTSIDE, GROUT LIFT HOLES ON INTERIOR, INSTALL 1 1/2" DIAMETER RAM–NEK ON MANHOLES MANHOLES LARGER THAN 48" N � N 0 U o z Oz w J Q � Fn o 5" MIN o ih ALL MANHOLE STEPS " v N PLASTIC COATED MA INDUSTRIES MODEL PS1 ASTM C-478-94 OR APPROVED EQUAL 8" MIN ": 1 STOP OF BENCH HAND SHAPE AS NECESSARY AROUND CAST IN PLACE WATERTIGHT PIPE TO PROVIDE FLEXIBLE RUBBER BOOT FLOW d ml 'L MIN 12" COMPACTED 3/4'L -,.N a SCREENED ROCK e SEc,nQHG STANDARD MANHOLE GENERAL NOTE 1. ALL CONCRETE WORK SHALL COMPLY WITH LATEST CI -318 SPECIFICATIONS 2. USE 5' I.D. WHEN PIPE SIZE 15"– 24". PRE–CAST MANHOLE BASE AND FIRST BARREL SECTION CAST MONOLITHIC ASTM–C478 o oLd = 6" TYP z z J 5" MIN MH FRAME AND COVER HS20 LOADING RATED OR EQUAL. F WITH THE WORD "SEWER" TYP CAST INTO COVER. RING & COVER -SET TO Fn 0 PARALLEL FINISHED SURFACE 0 ADJUST TO REQUIRED GRADE WITH A MAXIMUM MORTAR;.8,•_ D'..;... 2'-0" OF SIX -2" THICK REINFORCED CONCRETE N ALL MANHOLE NON -SHRINK GRADING RINGS SET IN NON -SHRINK GROUT GROUT 4' I PRECAST ECCENTRIC CONE 2'-3" HIGH WITH WALL THICKNESS OF a 6" AT TOP TO 5" AT BOTTOM X INSTALL 1" DIA. DOUBLE RAM-NEK (OR EQUAL) z x INSIDE LIP TO BE I Q JOINT GASKET AND GROUT JOINTS INSIDE AND HIGHER THAN OUTSIDE, GROUT LIFT HOLES ON INTERIOR, INSTALL OUTSIDE LIP 1 1/ 2' DIAMETER RAM-NEK ON MANHOLES LARGER 0 o 9., THAN 48" N h RECAST REINFORCED CONCRETE MANHOLE BARREL PER ASTM -C478 0 EXTEND 2" FLEXIBLE PVC COUPLING (ASTM C-594-70) INTO MH BY FERNCO OR APPROVED EQUAL o oLd = 6" TYP z z J 5" MIN 1'-4" F TYP Fn 0 MOUND OF 0 MORTAR;.8,•_ D'..;... N ALL MANHOLE IN PIPE s44 5° BEND'."'. END'. " STEPS PLASTIC 4' I COATED MA . ­� INDUSTRIES MODEL ° PS1 ASTM :'';r ;: `+' r•. C-478-94 OR APPROVED EQUAL HAND SHAPE AS : 12" TOP OF BENCH NECESSARY AROUND (MIN) 4" PIPE TO PROVIDE (MIN) ±24 DRAINAGE I N MIN 12" COMPACTED 3/4" 8" SCREENED ROCK (MIN) 'fib ... :.o- .•. :L'�' � ...:�. 6'-2" 8" PIPE FLOW 8" WYE FITTING o BACKFILL WITH SQUEGEE MATERIAL UP TO WYE f FITTING 0 w a- 0 —12" MIN EACH DIRECTION w CAST IN PLACE WATERTIGHT FLEXIBLE RUBBER BOOT ,—UNDISTURBED EARTH 90° SWEEP _ CONCRETE CRADLE I11 TO SPRINGLINE PRE -CAST MANHOLE BASE AND FIRST BARREL SECTION CAST MONOLITHIC ASTM -C478 DROP MANHOLE GENERAL NOTES: 1. ALL CONCRETE WORK SHALL COMPLY WITH LATEST CI -318 SPECIFICATIONS 2. USE 5' I.D. WHEN PIPE SIZE 15" - 24" MANHOLE BASE RAISE TOP OF TROUGH TO SLOPE BENCH ®8% MIN n .. 10" AT OUTSIDE OF RADIUS a \ FLOW DIRECTION to � N 'S- P a d N P 9Q ` GS f FLOW DIRECTION � \ n RAISE TOP OF TROUGH TO e .A MANHOLE STEPS 16" OC 10" AT OUTSIDE OF RADIUS .a a "a 5' INSIDE DIA MANHOLE PRECAST REINFORCED CONCRETE MANHOLE BARREL 7" MIN PER ASTM—C478 GRADE BENCH ® 8% MINIMUM f FLOW DIRECTION TROUGH FLOWLINE n .6" .,a <a .. a tj a12' MIN . a: G a . }� 1PRECAST MANHOLE BASE MIN. 12" COMPACTED ELEVATION AND FIRST BARREL SECTION CAST MONOLITHIC PER 3/4" SCREENED ROCK A ASTM—C478 GRADE BENCH @ 8% MINIMUM 1.25' 1.25' PRECAST MANHOLE BASE AND FIRST BARREL SECTION INV. INV. CAST MONOLITHIC PER IN TR OUT ASTM—C478 6 1 " a e 12" MIN a qQa . 6 " e" MIN. 12" COMPACTED SECTION 3/4" SCREENED ROCK SET ECCENTRIC MANHOLE RIM SECTION SO THAT THE RIM AWAY AWAY FROM THE EDGE OF ASPHALT AS MUCH AS POSSIBLE. ENERGY DISSIPATOR MANHOLE DETAIL YESER GORDON MEYER, INC. FI.: RFWSDI san—sewer103—EnerovDisMH—D0 RFTSD STANDARD DETAILS Dote: 12/20/06 Bw D✓M 3" MIN d a. 6 3/4" ALL—THREAD ANCHOR BOLT PIPE CLAMP FIRMLY ATTACHED TO PIPE TOP VIEW n d. 2'-0. TIE TO MANHOLE WITH 3/4" .44 Ak ALL THREAD AND EXP. ANCHOR, WITH EPDXY GROUT PIPE CLAMP c aF-Ad MIN 12" OF COMPACTED_��0 e d PIPEBELL3/4' SCREENED ROCK ELEVATION NOTE: ANCHOR MANHOLES ARE REQUIRED WHERE PIPE SLOPE EXCEEDS 20% EXITING THE MANHOLE ONLY ANCHOR MANHOLE DETAIL "D " Prepared By: SCHMUESER GORDON MEYER, INC. File: RFWSD\son—sewer110—AnchorMH—DDRFWSD STANDARD DETAILS Dote: 12/20/06 By.* DUM DISPERSE LARGE ROCKS IN THIS ZONE PROVIDED ROCKS DO NOT INTERFERE WITH BACKFILL COMPACTION REQUIREMENTS BOULDERS GREATER THAN 18" TO BE REMOVED FROM BACKFILL AND DISPOSED OF OFF SITE. NO ROCK ALLOWED GREATER THAN 6" 12 SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS VARIES / TRENCH BACKFILL 12" NO ROCK ALLOWED D GREATER THAN 6" PIPE SUBGRADE, STABILIZATION MATERIAL IF REQUIRED BEDDING ZONE SEE BELOW TRENCH BACKFILL COMPACTED CLASS 6 0 0 BEDDING UNDISTURBED solL 0Q) 1/4 O.D., PIPE SUBGRADE 6" 6" 6" MIN SEWER PIPE BEDDING File: RFWSDIson—sewer111—Sewe/P/DeBed—DE RF;F5D STANDARD DETAILS Dote: 12/20/06 By: D✓M FLOW 22-1/2' LONG FOR SEWER SERVICE TAPS RADIUS BEND TO EXISTING LINES USE OR 45' BEND A FULL BODY WYE CENTER OF WYE BRANCH TO BE PLACED IN UPPER THIRD OF SEWER MAIN LINE STUBOUT APPLICATIONS (NO CLEANOUT) SHALL HAVE A 3M LOCATING DISK INSTALLED AT THE END OF STUBOUT. PROPERTY LINE 3'-0" MIN ' e "PERMA—JOINT" STOP OR EQUAL - 6' STEEL FENCE POST AT END OF LINE TO 4'-0" ABOVE GROUND— PAINTED GREEN SERVICE LINE—SEE SPECIFICATIONS I-- — , IA" opo - 11— SEWER SERVICE CONNECTION 6' STEEL FENCE POST— PAINT TOP 1' OF POST GREEN ATOR DISK FLOW (MIN) PVC CAP OR THREADED PLUG NOTES: 1. MINIMUM SEPARATION BETWEEN TAPS SHALL BE 18" 2. BACKFILL UNDER WYE TO BE CLASS 6 AGGREGATE BASE COURSE. 95% COMPACTION DENSITY PER ASTM D-698. File: RFWSD l son—sewer107—SewerServConn—DF RFWSD STANDARD DETAILS Dote: 12/20/06 By D✓M GALVANIZED STEEL "T" RAIL POST, 4'-0" LONG, CAST INTO CONCRETE— COLLAR, PAINT TOP 6" OF POST RED �F CONCRETE d COLLAR 2'-6" PLAN TRENCH WIDTH OR INSTALL SEPARATOR V-8" MIN FABRIC ON ALL SIDES OF ROCK TO PREVENT MIGRATION OF FINES END PLUG SLOPE CONCRETE COLLAR AWAY FROM PIPE @ 2% MIN \ RESTRAINED COUPLING (TYPICAL) PLAIN NIPPI F � I 12 MIN CONCRETE ENT TONSPR NGL NE _CAST CONCRETE BOTTOM ON UNDISTURBED SUBGRADE SECTION A PRESSURE CLEAN-OUT a TAPPED COUPLING WITH ALL BRONZE, INTERNAL PILOT ANGLE BODY, ADJUSTABLE RELIEF VALVE, SET AT 200 PSI, ROSS VALVE MODEL 20WR OR EQUAL -CONSULT W/DISTRICT FOR SPECIFIC APPLICATIONS SEE NOTE 3 �\�4X4-WlOXW10 WWF MID DEPTH SWEEP 3/4" SCREENED ROCK o Z I � N CONCRETE ENCASEMENT TO \ SPRINGLINE OF PIPE PIPE BEDDING RESTRAINED COUPLING SCH 80 PVC 8"X4" WYE (TYP) USE FACTORY JOINTS AND COUPLINGS NOTES: 1. ENTIRE WYE SECTION AND ADJACENT COUPLINGS TO BE ENCASED IN CONCRETE 2. ENTIRE PRESSURE CLEANOUT SHALL BE PRESSURE RATED AT 200 PSIG MINIMUM 3. MAINTAIN MINIMUM HEIGHT REQUIRED FOR REMOVAL OF END PLUG FITTING ONLY 4. PRESSURE CLEANOUTS ARE REQUIRED AT THE BOTTOM MOST LOCATIONS WHERE PRESSURES MAY EXCEED BURSTING PRESSURE OF THE PIPE 5. FOR SKIWAY APPLICATIONS WHERE MANHOLE AND RINGS ARE USED TO COVER CLEANOUT, 3M LOCATING DISK SHALL ALSO BE INSTALLED 1' TO 2' BELOW MANHOLE RING AND COVER. File: RF9SDIson—sewer104—PressCO—DH RFR'SD STANDARD DETAILS Date:' 12/20/06 By D✓M WHLN LU(:AILU IN FAVI INSTALL ROAD SECTIOI EDGE OF PIPE AND C TO SPECIFI UPPER 24' OF THE VERTICAL RISER SHALL BE CAST OR DUCTILE IRON, AND BE PLUGGED WITH A WATERTIGHT CAST IRON COMPACTED CLASS 6 WHEN LOCATED IN UN—PAVED AREA THE CLEANOUT SHALL TERMINATE 4 INCHES BELOW GRADE -ILL & COMPACT 'ECIFICATIONS 4" PVC SEWER LINE, SEED PLAN FOR SIZE WYE WITH 45° ELBOW (ALL BELL FITTINGS) SEWER CLEAN-OUT NOTES: 1. FOR SKIWAY APPLICATIONS WHERE MANHOLE AND RINGS ARE USED TO COVER CLEANOUT, 3M LOCATING DISK SHALL ALSO BE INSTALLED 1' TO 2' BELOW MANHOLE RING AND COVER File: RFWSDI son—sewer 105—SewerCO—DG RFWSD STANDARD DETAILS Dote: 12/20/06 By: D✓M CONSTRUCT HAMMERHEAD OR 900 SIDEARM TURN-AROUND AT THE END OF ALL DEAD END SEWER LINES. SEE TURN AROUND DETAIL EXISTING GROUND 10' 2' TOPSOIL & REVEGETATE ALL DISTURBED AREAS ACCESS 1-1/2 : 1 MAX PLATFORM 4% SLOPE 1-1/2 1 MAX PROVIDE MIN. 4 1/2 COVER SLOPE EXISTING MAIN SEWER LINE GROUND ;,I SECTION SEWER MAINTENANCE ACCESS NOTES: 1. THE CONTRACTOR SHALL GRADE ALL OFFROAD SEWER LINE TRENCHES TO PROVIDE ACCESS PLATFORM. 2. ACCESS PLATFORMS SHALL BE GRADED TO MATCH ROAD GRADES TO PROVIDE VEHICULAR ACCESS AT ALL ROAD AND PLATFORM ACCESS INTERSECTIONS. MAXIMUM GRADE FOR BACKLOT ACCESS SHALL BE 7%. DETAIL "I" Prepared By: SCHMUESER GORDON MEYER, INC. File: RFWSDIson—sewer106—SewerMoint4ccess—D/ RFNSD STANDARD DETAILS Dote: 12/20/06 By., D✓M 4" NELSON STUD ANCHOR WELDED TO SST CHANNEL TOP AND BOTTOM (TYP) 2"X1 1/2"X1/4" SST CHANNEL IMBEDDED IN GROUT .�4 . I I ' FLOW (4. 4,43/8" CLR 1 1/2"X1/4" SST BAR (TYP) 3/8" DIAM SST ROD 0 5" OC(MAX) ° a SECTION e "4 26"x36"x1 1 BAR SCREE a 1 3/8" DIAM SST ROD ® 5" OC 1 1/2"X 1 1 /2"X1 /4" SST ANGLE IMBEDDED 1 1/2"X1/4" SST BAR IN GROUT 4" NELSON STUD ANCHOR WELDED TO SST ANGLE AT 18" < C—C 4 d (TYP) g" NOMINAL ° ..q.' . SHAPE INVERT TO MAKE SMOOTH TRANSITION TO 24" FLAT BOTTOM SECTION c 26"X10"x1 1/2" ° BAR SCREEN AT 45' ANGLE PRECAST MANHOLE BASE 3/4" SCREENED ROCK SECTION B AND FIRST BARREL SECTION CAST MONOLITHIC PER ON BAR SCRE 5'-0" ID SLC 5% NOTES: 1. USE TYPICAL BAR SCREEN MANHOLE PLAN OR A DISTRICT APPROVED EQUAL 2.THE DISTRICT WILL NOT ALLOW THREE—WAY BAR SCREEN MANHOLES ASTM—C478 0 90 BAR SCREEN MANHOLE File: RFWSDIson—sewer109-90BorScreenuN RFWSD STANDARD DETAILS Dote: 12/20/06 Bv.• D✓M 4" NELSON STUD ANCHOR WELDED TO SST CHANNEL TOP AND BOTTOM (TYP) 2"X1 1/2"X1/4" SST CHANNEL IMBEDDED IN GROUT .�4 . I I ' FLOW (4. 4,43/8" CLR 1 1/2"X1/4" SST BAR (TYP) 3/8" DIAM SST ROD 0 5" OC(MAX) ° a SECTION e "4 26"x36"x1 1 BAR SCREE a 1 3/8" DIAM SST ROD ® 5" OC 1 1/2"X 1 1 /2"X1 /4" SST ANGLE IMBEDDED 1 1/2"X1/4" SST BAR IN GROUT 4" NELSON STUD ANCHOR WELDED TO SST ANGLE AT 18" < C—C 4 d (TYP) g" NOMINAL ° ..q.' . SHAPE INVERT TO MAKE SMOOTH TRANSITION TO 24" FLAT BOTTOM SECTION c 26"X10"x1 1/2" ° BAR SCREEN AT 45' ANGLE PRECAST MANHOLE BASE 3/4" SCREENED ROCK SECTION B AND FIRST BARREL SECTION CAST MONOLITHIC PER ON BAR SCRE 5'-0" ID SLC 5% NOTES: 1. USE TYPICAL BAR SCREEN MANHOLE PLAN OR A DISTRICT APPROVED EQUAL 2.THE DISTRICT WILL NOT ALLOW THREE—WAY BAR SCREEN MANHOLES ASTM—C478 0 90 BAR SCREEN MANHOLE File: RFWSDIson—sewer109-90BorScreenuN RFWSD STANDARD DETAILS Dote: 12/20/06 Bv.• D✓M END OF APPENDIX B APPENDIX C ROARING FORK WATER AND SANITATION DISTRICT SPECIAL FEE AND COST REIMBURSEMENT AGREEMENT This Special Fee and Cost Reimbursement Agreement ("Agreement") is entered into by and between the Roaring Fork Water and Sanitation District, P.O. Box 1002, Glenwood Springs, CO 81602 (hereinafter "District") and whose address is , (hereinafter "Petitioner"). WITNESSETH: WHEREAS, the District is a Colorado special district and quasi -municipal corporation formed and functioning under the authority of C.R.S. §§ 32-1-101, et seq., and C.R.S. §§ 31-35-401, et seq., providing potable water and sanitary sewer service; WHEREAS, Petitioner is the owner of certain real property described in Exhibit A attached hereto and incorporated by this reference and desires to undertake those projects described in Paragraph 1; WHEREAS, Petitioner's activity will cause the District to incur additional costs and may require review by the District and its staff of those certain activities; WHEREAS, the District may seek reimbursement for providing services to District customers as well as engineering, legal fees, and other fees incurred in providing and review of Petitioner's project(s); and WHEREAS, the Board of Directors of the District and Petitioner desire to set forth their agreements and understandings concerning this matter and set forth a mechanism for providing such reimbursement. AGREEMENTS: NOW THEREFORE, in consideration of the mutual covenant and promises of the parties, and for other good and valuable consideration, the adequacy and sufficiency of which is hereby acknowledged, the parties agree as follows: 1 1. Petitioner desires to undertake the following projects or activities involving the District or its Water and Sewer Systems (mark all that apply): Inclusion into the District Exclusion from the District Water line extension Sewer line extension Other (describe) 2. The activity or project being undertaken by Petitioner will require the District to provide the following special services or incur the following costs: Engineering review and advice Legal review and advice Review or preparation of plats or plans Inspections Recording fees Filing fees Publication costs Other (describe) 3. Petitioner agrees to the pay the District in full for all special services provided or actual costs incurred by the District in relation to the project or activity described above, on receipt of an itemized billing for those services from the District. All such amounts are due with 30 days of the date of the bill, with interest on any overdue amounts to be assessed at 1.0 % per month. In the event that such amounts remain unpaid 30 days after the date they are billed, the District reserves the right to cease supplying any and all services being provided, including but not limited to water and sewer service or, review and processing of applications for service, inclusion, exclusion, and line extension. In the event the District is forced to pursue collection of any amounts due and unpaid under this provision, it shall be entitled to collect attorneys fees, filing, and recording fees incurred in such collection efforts in addition to the unpaid amounts due, plus interest. 4. Petitioner agrees to provide a deposit to the District in the amount of $ _, at the time of making the initial application for the item(s) identified in Paragraph 1 above. The District shall not commence to provide any of the services desired by the Petitioner, or advance any costs, until the District receives this deposit. Any amount by which the Petitioner's deposit exceeds the cost assessed under this Section shall be refunded to the Petitioner within a reasonable time after final action has been taken on the project. Petitioner shall W pay any amount that exceeds the deposit to the District as provided in Paragraph 3 of this Agreement. 5. Payment of the special fees set forth above shall not be considered to be made in exchange for the District's favorable action on the application. The District reserves the right to approve or deny an application. 6. This Agreement constitutes the entire and complete agreement between the parties on the subject matter herein. All prior and contemporaneous negotiations and understandings between the parties are embodied and merged into this Agreement. 7. This Agreement may be amended from time to time by amendments made by the parties in written form and executed in the same manner as this Agreement. 8. This Agreement shall be binding upon and inure to the benefit of the parties and their assigns and successors in interest. 9. If any covenant, term, condition, or provision under this Agreement shall, for any reason, be held to be invalid or unenforceable, the invalidity or unenforceability of such covenant, term, condition or provision shall not affect any other provision of this Agreement. 10. The parties agree and intend that this Agreement shall run with the land described in Exhibit A attached hereto and be a burden upon that property until final payment has been made to the District of all fees due and payable under this Agreement, or until the earlier termination of this agreement. The District, in its discretion, may record this Agreement with the County Clerk and Recorder of the county in which the property described in Exhibit A is located. IN WITNESS WHEREOF, the parties have executed this Special Fee and Cost Reimbursement Agreement on the day and year adjacent to the respective signatures. Roaring Fork Water & Sanitation District By: (title) Date 3 Attest: Secretary Date Los State of Colorado County of Petitioner Date Acknowledged and subscribed before me this day of , 200_, by , Petitioner. WITNESS my hand and official seal. My Commission expires: Notary Public al Roaring Fork Water & Sanitation District May 2016 EXHIBIT N RE -1 EQR ESTIMATE [This page was left blank intentionally.] Memorandum To. Shannon Pelland, Jeff Gatlin, Louis Meyer, Scott Grosscup cc: John Petaisto, Stephanie Helfenbein From: Yancy Nichol Date: March 4, 2016 Re: EQR Estimate and Fire Flow/Storage Requirements for Eastbank RFWSD Proposed Service Plan Amendment Area As requested, SE evaluated potential density and associate EQRs for the long term planning of the Eastbank Proposed RFWSD service plan amendment area. We also coordinated with Ron Biggers at the City of Glenwood Springs Fire department to understand required fire flows and associated storage for this site. Our findings for both are outlined below. EQR Estimate The service plan amendment area is outside of the City of Glenwood Springs boundary, however it is within the urban growth boundary and is included within the City's Comprehensive Plan, therefore as is appropriate, we reviewed the City's comp plan to determine the potential land uses associated with the Eastbank property. Attached is Map 2.3: Future Land Use Map -South Portion of City from the camp plan which maps the service plan amendment area as Low Density Residential. The comp plan goes on to describe this type of development as, "...single-family residential development that is intended to maintain rural character" The comp plan however, does not detail the development densities for this use; it instead refers to the current land use codes. Unfortunately, the City's Land Use Code does not specifically include Low Density Residential in its Zone Districts so it is not a simple task to determine the appropriate density for this property. The single family residential zone districts included in the Land Use Code are as follows: ZONE DESCRIPTION DENSITY 811140 SNIe-Family Residential 1140,000 SF R1116 Single -Family Residential 116,000 SF R1117.5 Residential 117,500 SF R11120 Residential 1120,000 SF R14 Residential Transitional 116,000 SF In reviewing the table above, along with the comp plan, we feel the appropriate land use and associated density for the service plan amendment area, which most closely aligns with that is described in the Comp Plan for Low Density Residential, is Ri1120 with 1 residence per 20,000 SF. The proposed service plan amendment area, less the area of the school site is 130.73 acres, which when using the R11120 density equates to 285 single family residences, or 285 EQRs. The school site has been estimate to require 54 EQRs and we have included an additional 16 EQRs for future employee housing for a total of 70 EQRs associated with the school site. We therefore recommend a total of 355 EQRs be used for the service plan amendment area. We believe this is a conservative estimate considering some portions of the properties included in the service plan amendment area are undevelopable due to the Roaring Fork River running thru portions of the properties and steep undevelopable banks. Fire_ Flows and Water Storage Requirements ® Fire Flows The school construction will drive the fire flow requirements. It is our understanding that the first school to be constructed on the RE -1 Eastbank site is to be 75,000 SF and will be Type IIB construction. Using that information and reviewing Table 502 Main Street • Suite A3 m Carbondale, CO 81623 • (970) 704-0311 e Fax (970) 704- SOPRIs ENGINEERING* LLC civil consultants B1051 from the 2006 International Fire Code, the minimum fire flow and flow duration for the first school is 5,750 GPM. The school will have a sprinkler system, therefore, the required fire flows can be reduced by 75% to 1,437.50 GPM, but the resulting fire flow cannot be less than 1,500 GPM for 4 hours. In talking with the architectural team, their preliminary estimate of the required ire flows for the sprinkler system is 500 GPM. Therefore, at this time we will use a fire flow of 2,000 GPM. Additionally, it is our understanding that if the school district builds a second school, it will be of similar SF and construction type, therefore the required fire flow does not change. I met Ron Biggers and he has confirmed our assumptions related to this matter. 0 Water Storage Requirements DOMESTIC: 2x's Average Day Use of 300 Gallons/EQR 355 EQRs x 2 x300 Gallons/EQR =213,000 Gallons for Domestic Storage FIRE: 1,500 Gallons x 4 hours x 60 min/hour=360,000 gallons for Fire Storage �, TOTAL REQUIRED STORAGE=573,000 Gallons 602 MaFn Street . 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(A ro. > n C@i Q W m w d 'R° W y m � t0 — Cl) --i rn C7, :3 O n cr p to W Cr CD © w w CL (n - w CL 0 3 l °�' of Q w to a cr c (n O� Ln CD ((DD j (!) p C1 CL °TP V7 3 0 p N D = N D : Cwt — @ 0 N _� 0 o O @ o � cv cn p o a m rn M '� m 3 Ln cn O N '� O � O N CO N Q 3 t.0 Cl W Cf (n (D A N 00 ONO O N N 0 . i w cr CL CL W N w d cn Ln CD N d 3 (D CZ. 3 Vl CL� Q- 3 .N-. c �' 3 Lo c t0 �« m {Q W (h C D N @ CD N tl @ t _3 0 W R7 CL 3 3 p 1 3 A N :5 C 3 3. cT N A A A A O• N A A A aID 0 m 9� R m _. 3 z w tua W ©' CD W m~ m a m s w 3 w m =' 1 -a 3 > W w m w m k7 rn `�° CD a (DCD W J 1 W w m 1 C.TI Q 3 i7 a- W x co N fp 0 CONi' O N N a CL O 000 w coW N C] co O CO O Q CD Q'. @ (D m Z a 0o a O d(n j O 3 cn 0. 3 � K o N Q m cn w no C Q Q Ai 3 ! `� a s _ w 0- p 3 -` o a a 0 O m m W { L-4 � 00O N J N CD in a co W f n CD @ C Cl _ro O CD n7 CD C] c c w y fl7 ti co@ ¢y c 0 O � OW w m N N N c N m N hJ 71] o N cn co E� cn 3 N cnn w CP N 1 N �, 0 N U1 m w m J O w a A �l (D @ w V d 1 W N a� W fn N 7r p J J r0 W 0 N 0 to to A tD @ m C:) v a C7 3 i� n cr 61 OD A ++ ( W O 6 m A Ql 6) CC C) fly w Q U9 wCD cn 3 .S m (U 0- D 0 °? 0 Cl Ln m Lnz; O CO ci O co w cn (O Cn D � 3 3 cn d m d m a m@ Z3 O co 73 cn 0 m O m d m© m 0 0 D] ro m m -a o O -J 0 W 0 1 1 Q U W w 0 N a 0 O Q W ,W ]] En A N COI m N 7J w w m Ln D Q Ln [This page was left blank intentionally.] Roaring Fork Water & Sanitation District May 2016 EXHIBIT O PRE -APPLICATION CONFERENCE C [This page was left blank intentionally.] le Garfield County Community Development Department 1088 1h Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-countV.com DATE: March 3, 2016 TAX PARCEL NUMBER: PROJECT: Amended and Restated service plan for the Roaring Fork Water and Sanitation District OWNERS/APPLICANT: Roaring Fork Water and Sanitation District REPRESENTATIVE: Scott Grosscup, Louis Meyer (SGM) PRACTICAL LOCATION: Eastbank properties located near intersection of County Road 154 and State Highway 82 TYPE OF APPLICATION: Special District Service Plan Amendment I. GENERAL PROJECT DESCRIPTION The Applicant seeks to revise the boundaries of the Roaring Fork Water and Sanitation District. The original RFWSD service plan was established in May of 1994 to address water and wastewater treatment needs of the Aspen Glen PUD. The District was required to be capable of providing regional wastewater treatment to the original development and two areas outside of the development. These two areas were identified as the Service Area (Crystal River Ranch, Coryell Ranch and the Burry Ranch) and the Extended Service Area (Rose Ranch aka Ironbridge, Sanders Ranch aka River Edge Colorado, and the CMC/Cattle Creek area along the State Highway 82 corridor). The original service plan was amended in 2001 via resolution 2001-28 which allowed the district to expand water service to beyond the original district boundaries to both the Coryell Ranch and Rose Ranch PUD developments. The RFWSD would now like to extend service water and wastewater service to additional land areas ("Eastbank") of approximately 165.83 acres on the east side of the Roaring Fork River and directly north of their current service district boundaries. N II. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS The required submittal information for the amended service plan review is subject to §32-1-202 (2), C.R.S. The service plan shall contain the following: (a) A description of the proposed services; (b) A financial plan showing how the proposed services are to be financed, including the proposed operating revenue derived from property taxes for the first budget year of the district, which shall not be materially exceeded except as authorized pursuant to section 32-1-207 or 29-1-302, C.R.S. All proposed indebtedness for the district shall be displayed together with a schedule indicating the year or years in which the debt is scheduled. to be issued. The board of directors of the district shall Figure 2: Proposed Service District Expansion notify the board of county commissioners or the governing body of the municipality of any alteration or revision of the proposed schedule of debt issuance set forth in the financial plan; (c) A preliminary engineering or architectural survey showing how the proposed services are to be provided; (d) A map of the proposed special district boundaries and an estimate of the population and valuation for assessment of the proposed special district; (e) A general description of the facilities to be constructed and the standards of such construction, including a statement of how the facility and service standards of the proposed special district are compatible with facility and service standards of any county within which all or any portion of the proposed special district is to be located, and of municipalities and special districts which are interested parties pursuant to section 32-1-204(1.); (f) A general description of the estimated cost of acquiring land, engineering services, legal services, administrative service, initial proposed indebtedness and estimated proposed maximum interest rates and discounts, and other major expenses related to the organization and initial operation of the district; (g) A description of any arrangement or proposed agreement with any political subdivision for the performance of any services between the proposed special district and such other political subdivision, and, if the form contract to be used is available, it shall be attached to the service plan; 91 9 , r- � � M Pk g •�7 �. t/° 5p V V��� � • � til ee®r+mr_rma¢ca�a�ca^�t�[te•Etm�' �.*. eQpeuze �® MMIKM to be issued. The board of directors of the district shall Figure 2: Proposed Service District Expansion notify the board of county commissioners or the governing body of the municipality of any alteration or revision of the proposed schedule of debt issuance set forth in the financial plan; (c) A preliminary engineering or architectural survey showing how the proposed services are to be provided; (d) A map of the proposed special district boundaries and an estimate of the population and valuation for assessment of the proposed special district; (e) A general description of the facilities to be constructed and the standards of such construction, including a statement of how the facility and service standards of the proposed special district are compatible with facility and service standards of any county within which all or any portion of the proposed special district is to be located, and of municipalities and special districts which are interested parties pursuant to section 32-1-204(1.); (f) A general description of the estimated cost of acquiring land, engineering services, legal services, administrative service, initial proposed indebtedness and estimated proposed maximum interest rates and discounts, and other major expenses related to the organization and initial operation of the district; (g) A description of any arrangement or proposed agreement with any political subdivision for the performance of any services between the proposed special district and such other political subdivision, and, if the form contract to be used is available, it shall be attached to the service plan; 91 (h) Information, along with other evidence presented at the hearing, satisfactory to establish that each of the criteria set forth in section 32-1-203, if applicable, is met; and (i) Such additional information as the board of county commissioners may require by resolution on which to base its findings pursuant to section 32-1-203. III. REVIEW CRITERIA The Board of County Commissioners shall disapprove the service plan unless evidence satisfactory to the Board of each of the following is presented: (a) There is sufficient existing and projected need for organized service in the area to be serviced by the proposed special district. (b) The existing service in the area to be served by the proposed special district is inadequate for present and projected needs. (c) The proposed special district is capable for providing economical and sufficient service to the area within its boundaries. (d) The area to be included in the proposed special district has, or will have, the financial ability to discharge the proposed indebtedness on a reasonable basis. LTA'.::0I4r►A0.1014ORM C.R.S. 32-1-202 describes the process required for filing a service plan. Approval by the Board of County Commissioners of the service plans for the district is the statutorily required first step in the organization of any special district. The steps for approval are as follows: a. Submittal of revised Service Plan to the County Clerk on behalf of the Board of County Commissioners at least 10 days prior to a regularly scheduled meeting of the Board of County Commissioners, the Division and the state auditor; b. Within 5 days after the filing of the Service Plan, the Clerk shall report to the Division the name and type of proposed District; c. Schedule the Board of County Commissioners public meeting to request the Board to join in the referral to the Planning Commission; and to request special review by an outside consultant and reimbursement for the cost of that review; d. Schedule and hold a public meeting with the Planning Commission within 30 days of submittal of the Service Plan; e. At least 10 days after the recommendation is received from the Planning Commission, a public meeting shall be scheduled with the Board of County Commissioners to request a date for a public hearing to consider the Service Plan; and f. Complete required notice and conduct the Board's public hearing V. PUBLIC HEARINGS AND NOTICE a. Review by: Staff for completeness, technical review and recommendation b. Public Hearing: — None (Director's Decision) X Planning Commission (Public Meeting) X Board of County Commissioners (Public Hearing) — Board of Adjustment The Board shall provide written notice of the date, time and location of the hearing to the division, petitioners and the governing body of any existing municipality or special district that has boundaries within three miles of the proposed special district boundaries. The Board shall make publication of the date, time and location and purpose of the hearing, the first of which shall be at least twenty days prior to the hearing date. The notice shall include: a) The general description of the land contained within the boundaries of the proposed special district b) Information outlining methods and procedures concerning the filing of petition for exclusion of territory; c) The publication shall constitute constructive notice to the residents and property owners within the proposed special district. The petitioner shall send letter notification of the hearing to the property owners within the proposed special district as listed on the records to the County Assessor, unless the petitioners represent one hundred percent of the property owners; the notification shall indicate the date, time, location, and purpose of such hearing, a reference to the type of special district, the maximum mill levy, if any, or stating that there is no maximum that may be imposed by the proposed special district, and procedures for filing of a petition for exclusion. VL. APPLICATION REVIEW FEES 32-1-202(3) C.R.S. states that each service plan filed shall be accompanied by a processing fee not to exceed $500.00, a fee that the Board may waive. If the Board determines that special review of the service plan is required, the Board may impose an additional fee to reimburse the County for reasonable direct costs related to such review. If the Board imposes such a fee, it shall not be less than $500 and it shall not exceed one one—hundredth of one percent of the total amount of the debt to be issued by the district as indicated in the service plan or $10,000, whichever is less. a. Planning Review Fees: Amended Service Plan $500.00 Additional Fee for special review $TBD c. Total Deposit Payment: 500.00 Disclaimer The pre -application meeting summary is only valid for six (6) months from the date of the written summary. The foregoing summary is advisory in nature only and is not binding on the County. The summary is based on upon factual representations that may or may not be accurate. This summary does not create a legal or vested right. 61 Pre -application Summary Prepared by: Tamra Allen, Planning Manager March 3, 2016 Date