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SU0013248
Environmental Health - Public
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88 (STATE ROUTE 88)
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17749
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2600 - Land Use Program
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QX-90-1
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SU0013248
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Last modified
11/20/2024 9:24:21 AM
Creation date
5/8/2020 10:56:46 AM
Metadata
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Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0013248
PE
2600
FACILITY_NAME
QX-90-1
STREET_NUMBER
17749
Direction
E
STREET_NAME
STATE ROUTE 88
City
CLEMENTS
Zip
95227-
APN
01922024
ENTERED_DATE
5/6/2020 12:00:00 AM
SITE_LOCATION
17749 E HWY 88
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\gmartinez
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EHD - Public
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PC: 9-6-90 <br /> QX-90-1 <br /> available for recycling would be that used for dust control <br /> at the quarry site and along the haul route between the <br /> existing quarry and the processing facility. <br /> Sewage Disposal : <br /> Chemical toilet facilities are used at the processing <br /> facility; therefore, no wastewater (i . e. , domestic sewage) is <br /> generated from the existing operations . Water used in <br /> resource processing is recycled through a series of settling <br /> ponds . <br /> Storm Drainage: <br /> On-site drainage of the area to be excavated is currently <br /> provided by a single grass-lined ditch located along the base <br /> of the bluffs roughly located on the west, south and east <br /> boundaries of the site. This drainage terminates as a small <br /> pond on the site. Adjacent to the drainage ditch, on the <br /> southeastern boundary of the proposed quarry site, is the <br /> Clements Drainage Pond, which serves as a flood control <br /> structure for a portion of the town of Clements . The pond, <br /> owned by San Joaquin County, is designed to retain runoff from <br /> the ten-year storm event and allows percolation to <br /> groundwater. Drainage for the processing facility is provided <br /> by nearby settling ponds and will remain so during future <br /> operations . <br /> Future storm drainage for the excavation area will be provided <br /> by a retention/percolation basin that will provide sufficient <br /> water storage capacity to allow percolation of surface water <br /> to the aquifer in the area of the proposed quarry excavation. <br /> Calculations for sizing the retention basin indicate a ten- <br /> acre, two-foot-deep pond will provide sufficient water storage <br /> capacity for a ten-year storm event. The pond will be <br /> adequately sized to prevent overfilling the pond and flooding <br /> of the site or discharge of water to the Mokelumne River. <br /> ENVIRONMENTAL CONSIDERATIONS: <br /> Initial Study and Environmental Impact Report: <br /> The Initial Study that was prepared on January 30 , 1990 , <br /> indicated that the proposed project could potentially have a <br /> significant, negative impact on the local environment. On the <br /> basis of that determination, an Environmental Impact Report <br /> (EIR) was prepared for the project by Harding Lawson <br /> -33- <br />
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