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SU0004094
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Last modified
10/27/2020 1:02:10 PM
Creation date
9/6/2019 10:43:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0004094
FACILITY_NAME
QX-01-0002
STREET_NUMBER
36736
Direction
S
STREET_NAME
KOSTER
STREET_TYPE
RD
City
TRACY
ENTERED_DATE
5/12/2004 12:00:00 AM
SITE_LOCATION
36736 S KOSTER RD
RECEIVED_DATE
1/8/2002 12:00:00 AM
QC Status
Approved
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Supplemental fields
FilePath
\MIGRATIONS\K\KOSTER\36736\QX-01-02_PA-0200065\SU0004094\EIR 2004.PDF
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EHD - Public
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4.Environmental Analysis — <br /> TABLE 4.8-1 <br /> HYDROLOGIC CHARACTERISTICS OF ADJACENT AND <br /> CONTRIBUTING WATERSHEDS TO THE PROJECT SITE <br /> Mean Annual Mean Annual Mean Runoff Yield <br /> Basin Area Precipitation Runoff (acre-feet per <br /> Basin (square-miles) (inches) (acre-feet) square mile) <br /> Lone Tree Creek 19.6 11 630 32.2 <br /> Hospital Creek 32.2 12 1,300 40.4 <br /> Ingram Creek 12.9 10 320 24.8 <br /> SOURCE: Nady,P.and L.L.Lamagueta 1983.Estimated Average Annual Stream flow into the Central Valley of California.U.S. <br /> Geological Survey Hydrological Investigations Atlas HA-657. <br /> received by the watersheds,there are no perennial streams2 near the project site. Project site <br /> topography slopes gradually toward the northeast at less than 1 percent with elevations that range — <br /> from over 200 feet above msl in the southwest corner to 155 feet above msl along the <br /> northeastern border.3 <br /> Hospital Creek is an ephemeral stream4 that drains a 32-square-mile basin in the Diablo Range, <br /> located south-southwest of the project site.The creek borders the southern boundary of the <br /> project site and traverses its southwest corner after crossing over the Delta-Mendota Canal in a <br /> box culvert. Hospital Creek continues eastward in a straightened and modified channel both <br /> upstream and downstream of the project site. — <br /> Modifications to the natural topography to accommodate State Water Project aqueducts and other <br /> water conveyance facilities influence existing surface drainage. The Delta-Mendota Canal and the — <br /> California Aqueduct are located adjacent to the site and 2,200 feet west of the project site, <br /> respectively (Figure 4.8-1). These man-made conveyance facilities have substantially altered the <br /> natural drainage because only select streams cross over the aqueduct.These cross-over structures _ <br /> and their discharge points control the location and maximum discharge to channels on the down <br /> slope side of the aqueducts.Water is present throughout the year in these water conveyance <br /> facilities. — <br /> Surface Water Quality <br /> There is no available data on water quality for site-specific and local tributary streams and <br /> drainages. However,based on data gathered from regional water quality studies conducted by the <br /> California Regional Water Quality Control Board(RWQCB), it appears that the water quality in <br /> 2 Perennial streams are streams that have now at all times of the year. _ <br /> 3 The slope represents the change in elevation(rise)across a measured distance(run)and is expressed in units of feet <br /> per feet or as a%slope which is the riselrun as a percentage. <br /> 4 An ephemeral stream has[lowing water only during and for a short duration after precipitation events in a typical <br /> year.Ephemeral stream beds are located above the water table year-round.Groundwater is not a source of water for — <br /> the stream.Runoff from rainfall is the primary source of water for stream flow(67 Fed.Reg.2020,2095(January <br /> 15,2002). <br /> RMC Pacific Vernalis Quarry Mining and Reclamation Project 4.8-2 ESA 1203015 <br /> Draft Environmental Impact Report May 2006 <br />
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