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HomeMy Public PortalAboutResolution 2013-02-02 Authorizing Execution of an Intergovernmental Agreement with Winter Park Ranch Water and Sanitation District TOWN OF FRASER RESOLUTION . 2013-02-02 A RESOLUTION AUTHORIZING EXECTUION OF AN INTERGOVERNMENTAL AGREEMENT WITH WINTER PARK RANCH WATER AND SANITATION DISTRICT BE IT RESOLVED BY THE BOARD OF TRUSTEES OF THE TOWN OF FRASER, COLORADO THAT: 1. That the Mayor is hereby authorized to execute the attached Intergovernmental Agreement with Winter Park Ranch Water and Sanitation District. DULY MOVED, SECONDED, AND ADOPTED THIS 17th DAY OF APRIL, 2013 Votes in favor: BOARD OF T STEES OF THE Votes opposed: TOWN OFF E LORADO Votes abstained. BY: Peg th, Mayor A2!19 ( S'EAL ) Lu Berger, Town CI rk SEWER LINE SHARING AGREEMENT 14 THIS AGREEMENT is made and entered into effective 11A cl — , 2013,by and between WINTER PARK RANCH WATER AND SANITATION DI TRICT, a Colorado special district(hereinafter referred to as WPRWSD), and the TOWN OF FRASER, COLORADO (hereinafter"Fraser"); RECITALS A. WPRWSD and Fraser are both engaged in the provision of sanitary sewer services within their respective jurisdictions. B. WPRWSD and Fraser are parties to the Upper Fraser Valley Wastewater Treatment Agreement("Joint Facilities Agreement"), executed in 2001 and as subsequently assigned and amended, whereby they and the Grand County Water and Sanitation District#1 jointly own and operate a sewage treatment plant and certain sewage interceptor lines used to transport sewage to the treatment facility. C. For many years,WPRWSD and Fraser have shared the use of other sewer mains not covered in the Joint Facilities Agreement to convey sewage to the sewage treatment plant. D. WPRWSD and Fraser now desire to confirm their understanding and agreement regarding the shared use of those sewer mains and arrangements for the maintenance, repair and replacement of such mains, as in this Agreement provided. E. WPRWSD and Fraser have both commissioned a study because the Red Line is nearing capacity and must either be replaced or have the usage thereof reduced. A copy of that study is attached hereto as Exhibit A. The parties have agreed to implement Option 5 referred to in said study, in accordance with the terms of this Agreement. NOW THEREFORE, in consideration of the premises, the mutual commitments, covenants and agreements herein contained, and for other good and valuable consideration,the receipt and adequacy which is hereby acknowledged, the parties agree as follows: AGREEMENT 1. Definition. When used herein, the term "EQR" (equivalent residential usage unit) shall have the same meaning as defined in the Joint Facilities Agreement. 2. Shared Lines. The sewer mains currently shared by WPRWSD and Fraser, which are not covered by the Joint Facilities Agreement, are depicted on Exhibit A at page E3 attached hereto and are referred to herein as the "Green Line", "Red Line" and "Yellow Line", corresponding with the colors of the lines shown on said Exhibit. For purposes of this Agreement, said Green, Red and Yellow Lines are deemed to be owned by WPRWSD, notwithstanding the fact that both parties have contributed to the construction and maintenance of some of those lines in the past. Pursuant to Option 5, the existing sewer main located in Quail Drive, which is owned by Fraser,will be connected to WPRWSD's main and a portion will become a shared line (the "Quail Line"), as depicted on Exhibit A at page E3. Said Green, Red,Yellow, and Quail Lines are collectively referred to as the "Shared Lines". The number of WPRWSD and Fraser EQR's currently connected to each Shared Line, and the anticipated total number of EQR's that will be connected when all adjacent properties are developed ("Build Out") are shown on Exhibit C, and are tabulated(as to each party's percentage of responsibility for maintenance and construction of each line) on Exhibit B attached hereto. The "Percentage Use at Build Out" column of Exhibit B represents each party's share of the use of each respective Shared Line at build out and also represents each parry's share of the costs for maintenance and repairs, as more fully provided below. If, subsequent to the execution of this Agreement, there is more than a One Percent(1%) change in the shared use of any Shared Line due to a change in the anticipated number of EQR's to be connected at build out, the percentage of the shared cost shall be adjusted accordingly. 3. Ownership and Cost Sharing. A. For purposes of this Agreement, each party shall be deemed to have a proportionate use interest in each Shared Line corresponding with that party's Percentage Use at Build Out as shown on Exhibit B. Similarly, each party shall be responsible for payment of a share of the costs of maintenance,repair, and replacement of each Shared Line in accordance with the party's Percentage Use at Build Out, in accordance with the procedures provided herein below. Shared costs shall include amounts paid for labor and materials used for the maintenance, repair or replacement of the Shared Lines. If any such work is performed by employees of either parry, that employees'work may be included as a shared cost. Each party shall bill the other parry on a monthly basis for that parry's share of costs for the preceding month or months. Invoices shall be paid within thirty (30) days from the date of the invoice. Each invoice shall include reasonable detail with regard to expenditures. B. The new manhole and the connector line from the WPRWSD main to the Quail Line, as contemplated in Option 5, shall be owned by WPRWSD. As provided in section 5, the cost of installing Option 5, including the new manhole and connector line, shall be borne one-half by WPRWSD, and one-half by Fraser. The new manhole and connector line shall be maintained by WPRWSD at its sole expense. 4. Routine Operations. The owner of each Shared Line, shall have the sole responsibility for overseeing the operation, maintenance and repair of such lines and the right to make decisions with regard to those lines; provided, however, that no action shall be taken by the owner that would interrupt or interfere with the other party's shared use without written notification to the other party a minimum of seven(7)business days in advance of the routine operation action to be taken. Each party is authorized to incur costs not to exceed $10,000 per calendar year, or such greater amount as may be budgeted pursuant to Section 7 hereof, for routine maintenance and repairs and for emergency repairs relating to the Shared -2 - Lines. Emergency repairs exceeding $10,000 may be authorized by Fraser's manager or WPRWSD's manager subject to appropriation and/or approval by each party's respective board. 5. Major Repairs or Replacements. It is anticipated that the existing Green and Yellow Lines have sufficient reserve capacity to accommodate the estimated EQR's of both parties at build out and such Lines are in a condition that should not require any major repairs or replacements within the foreseeable future. The Red Line is currently at or near capacity,has exceeded its useful life, and will require an upgrade or replacement in the near future to accommodate additional sewer flows. Option 5 of the Vision Land Consultants Inc. Memorandum, Exhibit A attached hereto, shall be followed to resolve the capacity issue in the Red Line. WPRWSD shall be responsible for the final design,bidding and administration of construction of the Option 5 plan and for acquisition of necessary easements. The design documents shall be submitted to Fraser for review and comment before implementation. The costs of implementing Option 5 shall be shared equally(one-half each)by the parties; provided,however, that such costs shall not exceed $104,000 without the written consent of both parties. 6. Emergency Repairs. In the event an emergency repair is necessary on any of the sewer mains that are the subject of this agreement,the non-owning party may conduct emergency repairs, if unable to contact the owner of the line for one(1)hour or if the owner advises it is unable to initiate repairs or the non-owner is directed by the owner to make repairs. 7. Cost Reimbursement. Within 30 days after the end of each calendar year, each party shall provide a written report to the other party with the description and amount of any costs incurred for maintenance or repair of the Shared Lines during the calendar year then ended. The parties will reconcile such reports to allocate the costs according to the formula stated above and determine the amount of any reimbursement due from one parry to the other. Payment for any such reimbursement shall be due within 90 days after the end of the calendar year for which the costs were reported. 8. Budgeting. No later than September 30 of each year, each party shall confer regarding expected expenditures during the following calendar year for maintenance, repair and/or replacement of the Shared Lines. Such personnel shall then report to their respective governing body regarding the anticipated amount of such expenditures and the allocation thereof between the parties according to the formula provided herein, for purposes of consideration of such expenditures in the budgeting processes of the party's governing body. 9. Limitation of Infiltration - Both parties agree to take appropriate steps to limit infiltration into the Shared Lines in accordance with the standards established pursuant to the Joint Facilities Agreement. 10. Warranties -All warranties for labor and materials relating to the Shared Lines shall run in favor of and inure for the benefit the parties in ownership of such Lines as provided herein. - 3 - 11. Joint Facility Lines. In addition to the Shared Lines, WPRWSD is currently utilizing a portion of Fraser's reserved capacity in Trunk Line B, as described in the Joint Facilities Agreement, to service WPRWSD's office facilities at Fraser's Manhole B007 (3.15 EQR). WPRWSD has and will continue to pay sewer service fees at Fraser's established rate, as amended from time to time, as compensation for use of said Trunk Line. In addition, WPRWSD is expected to utilize an additional portion of Fraser's reserved capacity in Trunk Lines A and B described in the Joint Facilities Agreement to service the Emery Property, which is within the WPRWSD boundaries and which will be connected at Fraser's Manhole A010 (estimated at 2.88 EQR),. If such connection is made, WPRWSD shall reimburse Fraser for 0.24% of the maintenance, repair and replacement costs attributable to Trunk Line A and 0.05% of the maintenance, repair and replacement costs attributable to Trunk Line B, corresponding with WPRWSD's proportionate usage of the capacities of said Trunk Lines. 12. Assignment-Neither party shall assign its rights, duties and obligations under this Agreement without the prior written consent of the other party; provided, however, that this restriction shall not preclude the contracting out of repairs, maintenance or other work relating to the Shared Lines. 13. Indemnification. Each party agrees to indemnify and hold harmless the other party, its employees and agents, from and against all claims, damages, liability and awards, arising or incurred as a result of any act or omission by the indemnifying party or its employees or agents pursuant to the terms of this Agreement; provided, however, in case of liability on a third-party claim relating to a Shared Line where both WPRWSD and Fraser are finally adjudged to be equally at fault or faultless, the liability shall be shared according to the formula provided herein for sharing ownership and costs with respect to such Shared Line. 14. Annual Appropriation. Each party's financial obligations under this Agreement shall be subject to annual appropriation by that party's governing body. In the event that a party fails to appropriate funds as required by this Agreement or as necessary to fulfill its obligations hereunder, that party's right to use non-owned Shared Lines shall cease, effective One Hundred Eighty(18 0) days after notice is given that a payment due hereunder has not been made,unless such payment is made within such 180-day period. 15. Notices -All notices,requests, demands, consents, and other communications pertaining to this Agreement shall be transmitted in writing and shall be deemed duly given when received by the parties at their addresses below or any subsequent addresses provided to the other party in writing,by certified mail. Notice to Fraser: Town of Fraser PO Box 370 Fraser, CO 80442 -4 - With Copies to: Rod McGowan, Esq. Cazier, McGowan&Walker PO Box 500 Granby, CO 80446 Notice to WPRWSD: Winter Park Ranch Water& Sanitation District PO Box 1390 Fraser, CO 80442 With Copies to: Anthony J. DiCola 400 Byers Avenue PO Box 312 Hot Sulphur Springs, CO 80451 16. Binding Agreement. This Agreement shall be binding upon inure to the benefit of the parties and their successors and permitted assigns. 17. Complete Agreement; Release. This Agreement shall constitute the entire complete agreement between WPWWSD and Fraser with respect to the subject matter hereof. The parties hereby release each other from any claim or demand relating to the ownership, construction, operation or maintenance of the Shared Lines that was made, or could have been made,prior to the effective date of this Agreement. 18. Enforceability. If any covenant, term, condition or provision of 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 effect any other provision contained herein. 19. Governing Law. This Agreement shall be governed by the laws of Colorado, which State shall also be deemed the place where this Agreement was entered into and the place of performance and transaction of business of the parties. 20. Authority. Each person executing this Agreement represents and warrants that he or she has been duly authorized by one of the parties to execute this Agreement and has authority to bind said party to the terms and conditions hereof. 21. Amendments. 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. This Agreement may be terminated in the same manner. 22. Counterparts. This Agreement may be executed in duplicate counterpart originals, each of which shall constitute an original but all of which shall constitute one and the same agreement. Facsimile signatures shall be binding and valid and shall have the same force and effects as original signatures. - 5 - 23. Each party to this agreement waives immunity with regard to specific performance as to the provisions of this agreement. Otherwise, nothing contained herein should be a waiver of either party's governmental immunity. APPROVED BY: W W I -- Win er Pa anch ater& S anitation District Dat S - Att t Date APPROVED BY: Town et&r bate ttest 0 Date - 6 - EXHIBIT A VISION LAND CONSULTANTS, INC. MEMORANDUM To: Town of Fraser Sanitation District "00 L/C Winter Park West Water and Sanitation District vO:.k r•••,�'� Attn: Jeff Durbin g C01 p Kirk Klancke ;0 35 5 2= From: Tim Gagnon '•. lal +S/r •' Subject: Red Line Analysis �SSeQNAI��c�G\ Date: Thursday, October 11, 2012 Project: 2668.G0 The following memorandum is intended to summarize our findings and recommendations for the current capacity issues associated with the "Red Line," which is a 10" diameter sanitary sewer main currently conveying flows from the Winter Park West Water and Sanitation District (WPWWSD) and the Town of Fraser Sanitation District (TOFSD). Representatives from each District have created a preliminary list of four potential options to increase the overall system capacity. Vision Land Consultants (Vision Land) has been tasked with evaluating this preliminary list of options, to identify any additional options, to provide an estimated cost for each option, and to recommend an option for the Districts to pursue, PROCEDURES In order to evaluate the potential options, Vision Land gathered data for the relevant existing sewer mains in order to calculate their existing capacities. We then compared these capacities with the anticipated design flows to determine potential deficiencies in the system. We also researched different types of rehabilitation procedures, (i.e. cure-in-place pipe(CIPP), slip lining, pipe bursting) including the costs and feasibility of each procedure. We utilized this information along with estimated construction quantities to provide an estimated project cost for each option. Vision Land analyzed the estimated costs and associated capacity improvements to provide a recommendation for what we believe to be the most economical option to improve the overall capacity of the system in this area. FINDINGS Please reference Figure El (attached in Appendix A) which depicts aerial map with existing pipe flow and capacity information. The following are the results of the design capacity calculations for the Red Line (the design assumptions for these calculations are attached in Appendix B): • Design capacity of the existing pipe is 900-1,000 S.F.E.s (approx. 500 gpm) P.O.Box 679• 135 E.Jasper Ave.•Granby,CO 60446•Phone: (970)887-2600•Fax:(970)887-3200 603 Park Point Drive,Ste. 100•Golden,Colorado 80401 •Phone: (303)674-7355•Fax: (303)674-3263 110 East 3`d Street, Suite 213• Rifle,CO 81650•Phone: (970)625-1721 •Fax: (970)625-1623 www.visionlandconsultants.com • Slip lining the existing pipe is anticipated to increase its design capacity to 1,300-1,400 S.F.E.s (approx. 700 gpm) • Increasing pipe size to 12" diameter will increase pipe capacity to 2,500-2,600 S.F.E.s (approx. 1,300 gpm) The following are the results of the design capacity calculations for the 8"main in Quail Drive: • Design capacity of the existing pipe is 1,000-1,100 S.F.E.s (approx. 550 gpm) • Increasing pipe size to 10" diameter will increase pipe capacity to 2,400-2,500 S.F.E.s (approx. 1,275 gpm) Design flows were obtained from WPWWSD and TOFSD (attached in Appendix D) and included the following: • The current design flow in the Red Line is 1,185 SFEs (approx. 620 gpm) • The current design flow in the 8" sewer main in Quail Drive is 69 SFEs (approx. 35 gpm) • Maximum design flow(at full build-out)in Red Line is 1363 SFEs (approx. 700 gpm) • Maximum design flow in the 8" sewer main in Quail Drive is 85 SFEs(approx. 45 gpm) As expected, these findings confirm that the existing design flows in the Red Line currently exceed the design capacity of the existing 10" clay pipe. After re-lining the existing 10" clay pipe, the design capacity of the Red Line will be approximately equal to the maximum design flows, which is still not a desirable permanent condition. The options to remediate this situation are discussed below. DESCRIPTION OF OPTIONS Please reference Figure E2 (attached in Appendix A) of aerial photo depicting Options#1-#4. Please reference Appendix C for Engineers Opinion of Probable Cost for each option. OPTION#1 Estimated Project Cost=$117,000 (Does not include cost to obtain easement in Open Space parcel from Wapiti Meadows) • Sanitary sewer flows from the east on Wapiti Drive (TOFSD) are currently conveyed to the Red Line. This option includes the installation of approximately 320' of new 8"sewer main that would allow the flows from Wapiti Drive (TOFSD) to be redirected to the existing 8"sewer main in Quail Drive (TOFSD). • The existing Red Line would be re-lined(CIPP)to improve pipe capacity. OPTION#2 Estimated Project Cost=$222,000 (Open Cut) and$304,000 (Pipe Bursting) (Does not include cost to obtain easement in Open Space parcel from Wapiti Meadows) • Sanitary sewer flows from the south on South Wapiti Drive (WPWWSD) are currently conveyed to the Red Line. This option includes the installation of approximately 130' of P.O. Box 679• 135 E.Jasper Ave.+Granby,CO 80446• Phone:(970)887-2600• Fax: (970)887-3200 603 Park Point Drive,Ste.100•Golden, Colorado 80401 •Phone: (303)674-7355•Fax:(303)674-3263 110 East 3rd Street,Suite 213•Rifle, CO 81650•Phone:(970)625-1721 C Fax: (970)625-1623 www.visioniandconsultants.com new 10" sewer main that would allow the flows from South Wapiti Drive(WPWWSD) to be redirected to the existing 8"sewer main in Quail Drive(TOFSD). • The 8" sewer main in Quail Drive would be replaced with a 10" main, which could be accomplished by either pipe bursting or an open-cut/trench method. (NOTE: It is our understanding that pipe bursting has not been attempted by either District and may prove to be difficult in soils with larger rocks and cobbles. If pipe bursting is going to be considered, it is recommended that further investigation is completed to determine the existing soil and trench materials and the associated feasibility of the procedure). • The existing Red Line would be re-lined(CIPP) to improve pipe capacity. OPTION#3 Estimated Project Cost=$142,000 (Open Cut) and$232,000 (Pipe Bursting) • This option would increase the existing size of the Red Line (by pipe bursting or open trench construction) from an existing 10" diameter to a 12" diameter. OPTION#4 Estimated Project Cost=$300,000 (Open Cut) and $381,000 (Pipe Bursting) (Does not include cost to obtain easement in Open Space parcel from Wapiti Meadows) • This option is a combination of Option#1 and Option#2. • Installation of a new 8" sewer main that would allow the flows from Wapiti Drive (TOFSD) to be redirected around the existing Red Line and connect to the existing sewer main in Quail Drive(TOFSD). • Installation of a new 10" sewer main that would allow the flows from South Wapiti Drive (WPWWSD) to be redirected to the existing sewer main in Quail Drive(TOFSD). • The sewer main in Quail Drive would be replaced with a 10" main, which could be accomplished by either pipe bursting or an open-cut method. • The existing Red Line would be re-lined(CIPP)to improve pipe capacity. OPTION#5 Estimated Project Cost=$104,000 (Does not include cost to obtain easement in Open Space parcel from Wapiti Meadows) • This option includes the installation of a new "splitter" manhole in the existing 10" sewer main from South Wapiti Drive (WPWWSD). This splitter manhole would divide the flows coming from the south from South Wapiti Drive (WPWWSD) between the 10" Red Line and the 8"sewer main in Quail Drive. • Installation of approximately 130' of new 8" sewer main from the splitter manhole that would allow a portion of the flows from South Wapiti Drive (WPWWSD) to be redirected to the existing sewer main in Quail Drive (TOFSD). • The existing Red Line would be re-lined(CIPP) to improve pipe capacity. Please reference Figure E3 (attached in Appendix A) of aerial photo depicting Option#5. P.O.Box 679• 135 E.Jasper Ave. +Granby,CO 80446 • Phone:(970)887-2600•Fax:(970)887-3200 603 Park Point Drive,Ste. 100+Golden, Colorado 80401 •Phone: (303)674-7355•Fax: (303)674-3263 110 East 3'd Street,Suite 213+Rifle, CO 81650 a Phone: (970)625-1721 +Fax:(970)625-1623 www.visioniandconsultants.com RECOMMENDATION We would recommend that the Districts pursue completing the infrastructure improvements listed in Option#5. Here are the benefits of Option 45 when compared with the other options: • This option provides the most economical solution. • This option has the least overall disturbance to the neighborhood. • The splitter manhole will allow the Districts to have control over the flows in both the Red Line and the 8" main in Quail Drive. The inverts of the manholes can be constructed to allow a predetermined split in flows between the pipes. The flows could also be completely diverted to one pipe to allow maintenance on the other line. • This option makes the best use of the existing system capacity. Once the Red Line is re- lined (CIPP), the overall capacity of both lines will be approximately 2,400 SFEs (1250 gpm). The design flow is 1448 SFEs,which is 60%of design capacity of both pipes. P.O.Box 679• 135 E.Jasper Ave.•Granby,CO 80446•Phone: (970)887-2600•Fax: (970)887-3200 603 Park Point Drive,Ste.100•Golden,Colorado 80401 •Phone: (303)674-7355 0 Fax:(303)674-3263 110 East 3rd Street,Suite 213•Rifle, CO 81650•Phone:(970)625-1721 .Fax:(970)625-1623 www.visionlandconsultants.com APPENDIX A EXHIBITS P.O.Box 679. 135 E.Jasper Ave. •Granby,CO 80446•Phone:(970)887-2600 a Fax:(970)887-3200 603 Park Point Drive,Ste. 100•Golden,Colorado 80401 •Phone: (303)674-7355. Fax:(303)674-3263 110 East 3`d Street,Suite 213•Rifle,CO 81650•Phone:(970)625-1721 •Fax:(970)625-1623 www.visioniandconsultants.com 00'999Z 'ON EOr cKmcrm 3s"" 01 A8 03NO3NO Zl 9 80 MYO ODWM@",y oW&A@(f&%Aj%m - A8 SNOISU3N ON 3LV0 tromylodw1$6 K9l- 9X08 d -"14" NOISI� INOVeMmyredomow y ��m�� Noudo 1N3w3noddwi E3 a3aN3WW093d SISAWW 3Nn aid i33Ns O a 4J p 0 - — < Cr � z - < Z U � W • JZ00 - - • • 4. 00 p Z U Z • W � Z Z c3f�Q J r W 4a� J3 , -can z J � � Q W ,. t ~U) W — W 7 m T/ I i dM W cn Q •- ° ++ I" w w w Z O i 1 I J= - - W I-- W C.D I M t APPENDIX B DESIGN ASSUMPTIONS The following data was used for design peak flow calculations: • Peak Factor(PF) of 3.0 • I/I (Inflow & Infiltration) was assumed at 20%peak flow • 210 gal/sfe/day(considering occupancy rates of each District) The design capacity for the Red Line is based on a 0.4% minimum design grade (provided by WPWWSD). The design capacity for the 8" sewer main in Quail Drive is based on a I%minimum(taken from a survey of existing manholes). The 8" sewer main in Quail Drive has recently been re-lined (CIPP), so a 7.5"pipe diameter was used for capacity calculations. Capacities of pipes for this analysis assume `free-flow' capacities, not `surcharged/pressure' capacities. Based on information received from Clients,there are no utility crossings anticipated for the Red Line expansion. P.O, Box 679• 135 E.Jasper Ave..Granby,CO 80446•Phone: (970)887-2600•Fax:(970)887-3200 603 Park Point Drive,Ste.100•Golden,Colorado 80401 a Phone: (303)674-7355.Fax: (303)674-3263 110 East 3`d Street, Suite 213•Rifle,CO 81650•Phone: (970)625-1721 •Fax: (970)625-1623 www.visioniandconsultants.com APPENDIX C ENGINEERS OPINION OF PROBABLE COST P.O.Box 679• 135 E.Jasper Ave. •Granby,CO 80446•Phone: (970)887-2600• Fax: (970)887-3200 603 Park Point Drive,Ste. 100•Golden,Colorado 80401 • Phone: (303)674-7355 •Fax:(303)674-3263 110 East 3`d Street, Suite 213.Rifle,CO 81650 o Phone: (970)625-1721 •Fax:(970)625-1623 www.visionlandconsultants.com M [ � ■ » � w U � � ( ; a G £ 2 @ gym ¢ ¢ kE � wk kwww C � � kk / 00 00 00 � § � 0 0 o m a 0 0 0 § opg 2 [ 2 n § £ 3 3 3 m k N N a ƒ �\ k $ $ k § { -0 _ m 2c2 c E ; y 0 w a 3 # k 2 m _ § ƒ� kf � $ C) ■ � § 9 k � � � k ■ « $ ■ § �kkfu wf � ka t � m 2 2 s ; @ § % M n � / 37 2 E § qz § W © � IA �k \ $ $ \ nM t � ■ -0E % § 3 $ $ § � § m 0 CL � 4j). — � \_ \ E f30 / 1C) _ � § § § Pi � � § ■ $ƒ $ / $ ƒ $ $ k 2CL _® - ® A6 _ « w. 0 to ■ - ® _ ul us o l w w tj li a*00 0 li § § 2 ENGINEERS OPINION OF PROBABLE COSTS "RED LINE"SEWER MAIN 10'RED LINE(470 LF.)-CURED-IN-PLACE LINING 20X Contingency Mobilization 1 LS $5,000 $5,000 CIPP for 10"pipe 470 LF $45 $21,150 Sewer Pumping-Diversion 1 IS $2,000 $2,000 Design,Survey,Bid Procurement,Professional Services 1 LS $5,000 $5,000 TOTAL 533,150 $391780.0 10"RED UNE(655 LF.)-EXPAND BY PIPE BURSTING METHOD Mobilization I LS $5,000 $5,000 12"PVC-Pipe Bursting 655 LF $225 $147,375 Connect to existing services 16 EA $1,500 $24,000 Co.existing manhole inverts 6 EA $1,500 $9,000 Sewer Pumping-Diversion 1 LS $3,000 $3,000 Design,Survey,Bid Procurement,Professional Services 1 LS $5,000 S5,OD0 TOTAL $191375 $Z32,o50.O 10'RED LINE(655 LF.)-EXPAND BY OPEN CUT METHOD Mobilization I IS $3,0130 $3,000 12"PVC Sewer Main 655 LF $45 529,475 Connect to existing services 16 EA $Silo $8,000 Sewer Pumping-Diversion 1 IS $15,000 $15,000 Replace landscaping,grass sod,trees,etc. 1 LS $40,000 $40,000 Core existing manhole inverts 6 EA $500 $3,D00 Design,Survey,Bid Procurement,Pmfesslonal Services 1 LS $20,000 $20,000 TOTAL $118,475 $142,170.0 B"MAIN IN QUAIL DRIVE(775 LF.)-EXPAND BY OPEN CUT METHOD Mobilization 1 IS S3,ODO 53,000 Traffic Control 1 IS $5,000 $5,000 10"PVC Sewer Main 775 LF $45 $34,875 Conned to ex'itsting services 9 EA $500 $4SDO UtillryLrossings 1 IS $8,000 $8,000 Sewer Pumping-Diversoo I IS $12,000 $12,000 Replace existing road surface 750 SY $30 $22,500 Core existing manhole inverts 5 EA $500 $2,500 Design,Survey,Bid Procurement,Profession l Services 1 IS SIS1000 $15,000 TOTAL $107,375 $129ASO.D 8'MAIN IN QUAIL DONE(775 LF.)-EXPAND BY PIPE BURSTING METHOD Mobilization 1 IS $5,000 $5,000 l0"PVC-Pipe Bursting 775 LF $175 $135,625 Connect to existing services 9 EA $1,500 $13500 Sewer Pumping-Diversion 1 IS $4,DOO $4,000 Replace existing mad surface 100 SY $50 SS,ODO Core existing manhole Inverts 5 EA $1,500 $7,500 Design,Survey,Bid Procurement,Professional Services I LS $5,000 $5,000 TOTAL $175,675 $210,750.0 RE-ROUTE B'TOWN OF FRASER WAPITI LINE TO QUAIL DRIVE(320 LF.) Mobilization 1 LS 53,000 $3,OOD Traffic control 1 LS $2,000 $2,OD0 8'PVC Sewer Main 320 LF $42 $I3,440 Sewer Manhole 4 EA $4,500 $18,000 Utility Crossings - 1 IS $4,000 $4,DOO Water Main Crossing 2 EA $2,000 $4,000 Pipe Insulation 130 LF $15 $1,95D Replace existing toad surface 150 SY $40 $6,000 Design,Survey,Old Procurement,Professional Services I LS $12,000 $12,09D TOTAL $64,390 $77,268.0 RE-ROUTE 10"WP W WSD LINE TO QUAIL DRIVE(1311 LF.) Mobilization 1 IS $3,000 $3,OOD Tragic Control I LS $1,000 $1,000 10'PVC Sewer Main 130 LF S45 $5,850 Sewer Manhole 2 EA $4,SOO $9,000 Utility Crossings 1 LS $2,000 $2,0DO Water Main Cmssing 1 EA $2,000 $2,1100 Pipe Insulation 130 LF $15 $1,950 Sewer Pumping-Diversion 1 LS $5,000 $5,000 Replace existing road surface 50 SY 560 $3,000 Design,Survey,Bid Procurement,Professional Services 1 IS SIZ,D00 $12,000 TOTAL $44,800 $53,760.0 SPLIT FLOWS BETWEEN 10'RED LINE AND 8"MAIN IN QUAIL DRIVE(130 LF.) Mobilization 1 LS $3,x1011 $3,000 Traffic Control 1 IS $1,000 51,000 B"PVC Sewer Main 130 IF $42 $5,460 Sewer"SOiittet'Manhole 1 EA $9,000 $9,000 Sewer Manhole 2 FA $4,500 S9,OOa utility Crossings 1 LS 52,000 $2,000 Water Main Crossmg 1 EA $2,000 52,000 Pipe Insulation 130 LF $1S $1,950 Sewer Pumping-Diverson 1 LS $5,000 $5,000 Replace existing road surface 50 SY $60 $3,000 Design,Survey,Bid Procurement,Professional Services 1 LS $12,000 $12,000 TOTAL $53,410 $64,092.0 APPENDIX D DESIGN FLOWS P.O. Box 679.135 E.Jasper Ave. .Granby,CO 80446*Phone:(970)887-2600•Fax:(970)887-3200 603 Park Point Drive,Ste. 100•Golden, Colorado 80401 .Phone: (303)674-7355•Fax:(303)674-3263 110 East TO Street, Suite 213•Rifle,CO 81650•Phone:(970)625-1721 •Fax:(970)625-1623 www.visionlandconsultants.com EXHIBIT B Shared Lines Usage Data Percentage Use at Build Out Green Line Fraser 25% WPRW&SD 75% Red Line Fraser 25% WPRW&SD 75% Quail Line Fraser 25% WPRW&SD 75% Yellow Line Fraser 11% WPRW&SD 89% EXHIBIT C The Town of Fraser at build out will have 156 EQR's on WPRW&SD's CR 8 sewer line (Yellow Line, Manhole D004to Manhole FR002) and WPRW&SD will have 1209 EQR's at build out on this sewer line. Fraser is responsible for 11% of the replacement costs and maintenance costs and WPRW&SD is responsible for 89% of the replacement and maintenance costs. The Town of Fraser will have 257 EQR's connected to the 10" sewer line of WPRW&SD, which comes down CR 804 and 85 EQR's on the Quail Drive line. The build out capacity for WPRW&SD on the CR 804 line is 1,088 EQR's. Fraser's responsibility for maintenance and replacement on the combined lines (Red Line, Green Line and the shared portion of the Quail line) will be 25% and WPRW&SD will pay 75% of the maintenance costs for the Red Line, Green Line and the shared portion of the Quail Line. Option 5 calls for an estimated$104,000 solution to the capacity problem in the red line. Both entities will pay 50% of the costs to resolve this problem. WPRW&SD will have 2.88 EQR's on Line A , which has a Fraser capacity of 1,200 EQR's. WPRW&SD will be responsible for 0.24% of the maintenance and replacement costs. WPRW&SD will have the same 2.88 EQR's on Line B, which has a Fraser capacity of 5,200 EQR's. WPRW&SD's portion of capital replacement costs and maintenance costs will be .05%. The capital replacement costs and maintenance costs for the WPRW&SD office building connection to Line B are covered by their payment of Quarterly service fees to the Town of Fraser.