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COMPLIANCE INFO_1993-1996
Environmental Health - Public
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PR0440006
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COMPLIANCE INFO_1993-1996
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Last modified
6/24/2021 2:10:13 PM
Creation date
7/3/2020 11:06:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
1993-1996
RECORD_ID
PR0440006
PE
4434
FACILITY_ID
FA0004515
FACILITY_NAME
FRENCH CAMP LANDFILL
STREET_NUMBER
0
STREET_NAME
MANTHEY
STREET_TYPE
RD
City
STOCKTON
Zip
95231
APN
16307035
CURRENT_STATUS
02
SITE_LOCATION
MANTHEY RD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\sfrench
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FilePath
\MIGRATIONS\SW\SW_4434_PR0440006_0 MANTHEY_1993-1996.tif
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EHD - Public
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WASTE DISCHARGE REQUIREMENTS 2 <br /> FOR CITY OF STOCKTON <br /> FRENCH CAMP LANDFILL <br /> CLASS III LANDFILL <br /> SAN JOAQUIN COUNTY <br /> 6. The Discharger is required to submit a Corrective Action Plan (CAP) pursuant to <br /> Chapter 15, Article 5 requirements to address water quality problems. <br /> WASTES AND THEIR CLASSIFICATION <br /> 7. The Discharger proposes to continue to discharge the following to the limited Class III <br /> Landfill: a) residential street sweepings and garden wastes collected by the City <br /> Public Works Department and licensed landscapers and gardners. b) park trimmings <br /> collected by the City's Park and Recreation Department. c) clean fill dirt, concrete <br /> free of reinforcing steel, and asphalt concrete, and d) wood wastes. These wastes are <br /> classified as 'nonhazardous solid waste' or 'inert waste' using the criteria set forth in <br /> Chapter 15. The discharge rate is approximately 85 tons per day. <br /> GEOLOGY <br /> 8. The soils immediately underlying the landfill are lenticular units composed of clay, <br /> silt, and sand with minor amounts of gravel. <br /> 9. Published information indicates that no active faults occur within the site. The <br /> maximum probable earthquake for faults nearest the site range from 6.2 to 6.8 <br /> magnitude (Richter scale). The anticipated maximum ground acceleration is 0.4g. <br /> DESCRIPTION OF SITE <br /> 10. The first water-bearing formation is approximately 3 to 4 feet below the base of the <br /> landfill. The hydraulic gradient is generally to the north-northeast toward pumping <br /> depressions northwest and east of Stockton; ground water flows at a velocity of at <br /> least 20 feet per year. but not more than 380 feet per year. <br /> 11. Land within 1000 feet of the facility is zones residential within the City of Stockton's <br /> jurisdiction. Van Buskirk Park is adjacent to Walker Slough north of the site. <br /> 12. The beneficial uses of ground water are municipal and domestic supply, industrial <br /> process supply, and ground water recharge. <br /> 13. The site is within the 100 year floodplain. <br />
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