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AgdaPkt 2020-08-24 Joint SA PFA
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AgdaPkt 2020-08-24 Joint SA PFA
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Last modified
9/30/2020 4:20:40 PM
Creation date
8/20/2020 2:56:40 PM
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Template:
CC Index
CC Index - Document Type
Agenda Packet
Meeting Type
Regular
Agency Type
City Council and Successor Agency and Public Financing Authority
Date
8/24/2020
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6.1 711e Ct AtAtS of a subsurface concrete gallery that will be located beneath McGarvey Field at Red Morton Community Park. The structure has potential to capture <br />31.2 acre-feet of runoff from Arroyo Ojo, a tributary of Redwood Creek that flows to the Bay. Storage capacity is capped at 31.2 acre-feet due to available area at <br />McGarvey Field and a reasonable structure depth of 12 feet. The section of Arroyo Ojo just west of the park is an open channel that is routed underneath the park through <br />a large reinforced concrete drain before daylighting to an open channel east of the park. The project will divert from the 5 -ft 2 -in by 12 -ft drain using a rubber dam system <br />and intake basin. Runoff will be routed through a pretreatment system, such as a hydrodynamic separator, to remove solids and sediment, then pumped to the gallery. <br />The total storage (31.2 ac -ft) will account for approximately 72% of the 85th percentile, 24-hour runoff volume (43.2 ac -ft). Captured runoff will be treated through <br />infiltration. Stormwater reuse elements (irrigation, greywater, etc.) may be incorporated if infiltration rates are deemed too low at the site. <br />A second phase may be considered to capture the remaining 12 ac -ft of the design volume uncaptured by the McGarvey Field structure (Phase 1). Phase II would likely be <br />located on Griffin and Bechet Fields just west of the Phase I structure to minimize disruption of utilities on the northern half of the park. The Phase 11 facility can be <br />constructed at a later date but may still be able to utilize some of the diversion infrastructure from Phase 1. For example, it may be possible for the diversion components <br />to be built in parallel to make use of the same pump housing and intake structure. These design aspects should be explored in greater detail during a feasibility analysis. <br />Disclaimer: Utilities were evaluated through GIS analysis using best available data. A utilities survey should be performed prior to construction to confirm the location of all utilities on site. <br />' S <br />\� I. [ i, <br />Lih. \ \ <br />A <br />DNERSION <br />\\% PRI? REATMENTZ O <br />�// UNIT <br />F <br />I/ <br />PHASE 2 <br />1.8 AC <br />PHASE 1 <br />2.6 AC <br />DIVERSION LINE <br />24" RCP <br />� f <br />0 100 <br />s.+ <br />300 400 FT <br />Regional Stormwater Capture Project at Red Morton Community Park � = <br />Site Plan and Description (Sheet 2of3) Water Pollution PAR DIGM <br />Prevention Program E N V I R O N M E N T A L <br />
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