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14 ATTACHMENT 1-5
City of Pleasanton
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CITY CLERK
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2022
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021522
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14 ATTACHMENT 1-5
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CITY CLERK
CITY CLERK - TYPE
AGENDA REPORT
DOCUMENT DATE
2/15/2022
DESTRUCT DATE
15Y
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14
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\CITY CLERK\AGENDA PACKETS\2022\021522
14 ATTACHMENT 6 - Appendix A - E
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\CITY CLERK\AGENDA PACKETS\2022\021522
14 ATTACHMENT 6 - Appendix F - I
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\CITY CLERK\AGENDA PACKETS\2022\021522
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<br />PUD-138 and VTM 8616 Planning Commission <br />Page 15 of 30 <br />needs. (Address this condition during construction) (PROJECT SPECIFIC <br />CONDITION) <br /> <br />52. WATER & SEWER SYSTEM EVALUATION: The City commissioned a Happy <br />Valley Water & Sewer Study by RMC dated 11-21-2016 which evaluated the <br />residual capacity of the installed potable water and sanitary sewer networks to <br />serve properties within the Happy Valley Specific Plan. The study focused on <br />properties that had not been annexed. <br /> <br />a. For water capacity, Section 3 “Water System Evaluation” of the report <br />concluded that the City’s existing water distribution system has sufficient <br />capacity to meet the City’s criteria for minimum pressures, maximum <br />velocity, and allowable headloss, although the report did not model the <br />distribution system. The City subsequently commissioned a City-wide <br />water system computer model currently under development by Akel <br />Engineering Group. Since the RMC report did not model the distribution <br />system, the applicant shall fund the creation of a scenario within the Akel <br />computer model to determine whether distribution system upgrades are <br />needed based on the applicant’s expected water demand. The City’s <br />Operations Services Department will lead this effort once funding is <br />submitted. (Address this condition prior to improvement plan approval) <br /> <br />b. For sewer capacity, Section 4 “Sewer System Evaluation” of the report <br />concluded that there is sufficient capacity available in the trunk sewer <br />downstream of the Sunol Boulevard connection. The report assumed, <br />however, that the force main pipe in Alisal Street extending from Pump <br />Station S-14 along the applicant’s Parcel A frontage to Sycamore Road <br />was 6-inches in diameter. The existing force main is currently 4-inches in <br />diameter. The applicant shall evaluate through computational analysis <br />the need for a 6-inch diameter force main using the RMC report’s <br />assumptions together with the subdivision’s expected effluent discharge <br />to Pump Station S-14. This analysis shall be submitted to the City’s <br />Operations Services Department for review and approval. If the City <br />determines a need to upgrade the force main pipe, then the applicant <br />shall implement this improvement. The design and construction cost of <br />the upgrade will be eligible for fee credits against the Happy Valley <br />Specific Plan Sanitary Sewer Main Pro-Rata Share Fees that would <br />otherwise be collected. (Address this condition prior to improvement <br />plan approval) (PROJECT SPECIFIC CONDITION) <br /> <br />53. WATER SERVICE: The Happy Valley Specific Plan, Chapter VII “Public <br />Facilities”, Section A “Water”, subsection 1 “Specific Plan Water System <br />Concept”, includes the following requirement: “The City shall construct and front <br />the cost of constructing all water facilities required for the Golf Course and Golf <br />Course housing in accordance with a future agreement to be entered into <br />between the City and the Golf Course property owners. The owners of existing
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