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SU0014621
Environmental Health - Public
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2600 - Land Use Program
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EIR-3-85
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SU0014621
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Last modified
4/15/2022 3:59:10 PM
Creation date
2/8/2022 11:44:35 AM
Metadata
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Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0014621
PE
2600
FACILITY_NAME
EIR-3-85
STREET_NUMBER
0
STREET_NAME
LEVER
STREET_TYPE
BLVD
City
STOCKTON
APN
16307041
ENTERED_DATE
12/10/2021 12:00:00 AM
SITE_LOCATION
LEVER BLVD
QC Status
Approved
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SJGOV\jcastaneda
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EHD - Public
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IMPACTS: <br /> Surface Water <br /> Residential developments typically change runoff characteristics in <br /> various ways, two of which are to increase the volume of runoff and to <br /> increase the magnitude of peak flows. Generally, the volume of runoff is <br /> related to infiltration characteristics of the soil , slope of the land, <br /> and the type and amount of vegetative cover. The amount of runoff is <br /> increased when project improvements decrease infiltration or increase <br /> runoff efficiency. As hydrologic efficiency of runoff is increased, so <br /> are peak flows from storms due to decreased duration of flows. <br /> Typically, residential projects involve the placement of impervious <br /> cover such as roads, parking areas, buildings, patios and other <br /> pavement. This unavoidably decreases infiltration of runoff into <br /> temporary storage in the soil or into long-time storage as aquifer <br /> recharge. The removal of vegetation, compaction of soil , and <br /> installation of pavement increase runoff efficiency and decrease the <br /> amount of water removed from the soil by evapotranspiration. <br /> Implementation of the project would result in the installation of <br /> impervious cover over approximately 85 percent of the site. This <br /> includes buildings, roads, driveways, parking areas, walkways, patios, <br /> and compacted soil . For an average storm and until the soil becomes <br /> saturated, it is estimated that• the amount of runoff from the site would <br /> increase by 90-100 percent if the project is implemented. More intense <br /> storms and storms of greater duration would yield even more runoff (see <br /> discussion of public services, storm water disposal ) . The volume of <br /> runoff will be estimated during the drainage study so that the storm <br /> water conveyance system can be sized properly. <br /> Surface Water Quality <br /> Development of the site as proposed would not involve direct <br /> discharges of substances which would degrade the water quality of <br /> existing waterways. However, it is reasonable to assume that future <br /> residents of the site would make use of household substances as <br /> typically used in residential areas. This would include garden <br /> pesticides and fertilizers, detergents, soaps, paints, and water- <br /> proofing substances. <br /> In addition, roadways and driveways would collect rubber <br /> compounds, oils, greases, and other chemicals from automobiles. It is <br /> also reasonable to assume that some unknown amount could eventually be <br /> washed down by surface runoff into downstream receiving waters. Minor <br /> amounts of silt which do not settle out in the stormwater detention <br /> basin(s) may also be washed downstream. <br /> Ground Water <br /> Since the site is in an area considered to be of "none to slight <br /> recharge" [6, p.26], the project would not significantly reduce ground <br /> water recharge on an average annual basis. <br /> 33 <br />
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