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CORRESPONDENCE_1984-1989
Environmental Health - Public
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EHD Program Facility Records by Street Name
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4400 - Solid Waste Program
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PR0440005
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CORRESPONDENCE_1984-1989
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Last modified
4/17/2023 4:12:55 PM
Creation date
4/7/2023 1:44:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
1984-1989
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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WASTE DISCHARGE REQUIREMENTS -4- <br />FORWARD INCORPORATED <br />WASTE MANAGEMENT FACILITY <br />CLASS 11 LNDFILLS <br />CLASS III LANDFILLS <br />CLASS II SURFACE IMPOUNDMENT <br />CLASS 11 LAND TREATMENT UNIT <br />SAN JOAQUIN COUNTY <br />1,800 feet. Others are discontinuous across the site. The lenses range <br />from a few inches to approximately 20 feet in thickness. Based an geo- <br />logical cross-sections submitted with the Report of Waste Discharge, over <br />50 percent of the material within 60 feet of the ground surface is coarse <br />grained soil (Bureau of Reclamation, Unified Soil Classification). <br />18. The shallow ground water beneath the site is contained in the Victor <br />Formation and recent alluvium. Generally, these sediments have moderate <br />permeabilities with locally high permeabilities in the sandy and gravelly <br />lenses. Ground water in the Victor Formation is unconfined and flows in a <br />north -northeasterly direction beneath the site. The ground water table is <br />30-40 feet below the bottom of the WMUs. The quality of this water is <br />suitable for domestic or agricultural use. <br />19. The beneficial uses of ground water are municipal, domestic, agricultural, <br />and industrial supply. <br />20. The site receives an average of 13.3 inches of precipitation per year as <br />measured at the Stockton Airport between the years 1949 and 1980. The mean <br />evaporation for this site is 78.4 inches per year as measured at Oakdale <br />Woodard Reservoir between the years 1919 and 1968. Based an these data, <br />.average annual net evaporation at the site is 65.1 inches. <br />21. The 1,000 -year, 24-hour precipitation event for the site is 4.79 inches. <br />22. The 100 -year, 24-hour precipitation event for the site is 3.73 inches. <br />23. The site is not within a 100 -year floodplain. <br />24. Surface drainage is to the South Fork of South Littlejohns Creek, which is <br />tributary to South Littlejohns Creek, which flows into Littlejohns Creek, <br />-he <br />tributary to French Camp Slough., hence San Joaquin River and.i. Delta. <br />25. The beneficial uses of these surface waters are recreation; esthetic <br />enjoyment; and preservation and enhancement of fish, wildlife and other <br />aquatic resources. <br />26. There a -re no known Holocene faults within 200 feet of the Forward facility. <br />The closest active fault is the Greenville Fault which is approximately 28 <br />miles west-southwest of the site. A maximum credible earthquake in the <br />area will produce a ground acceleration of 0.2 g at the facility. <br />
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