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COMPLIANCE INFO_1973-2003
Environmental Health - Public
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4400 - Solid Waste Program
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PR0440068
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COMPLIANCE INFO_1973-2003
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Last modified
6/29/2021 2:43:38 PM
Creation date
7/3/2020 11:10:12 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
1973-2003
RECORD_ID
PR0440068
PE
4434
FACILITY_ID
FA0001871
FACILITY_NAME
CALIFORNIA CLAY LANDFILL
STREET_NUMBER
3242
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17702029
CURRENT_STATUS
02
SITE_LOCATION
3242 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\sfrench
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\MIGRATIONS\SW\SW_4434_PR0440068_3242 S EL DORADO_1979-2003.tif
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EHD - Public
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�a <br /> Re: Calif Clay Products Tit, Page two <br /> Additional Site Information <br /> Fire control measures <br /> Dirt cover applied' immediately 'if any, smoking. <br /> Water avaiI b <br /> Water, ponYts and hoses` 'a-Vaillab'l'e 4 on premises J from (1) Well <br /> (2) Hydrants on S.P. prem;i.s.es adjacent to east. <br /> Sect 2. <br /> Wastes received <br /> Peak loadings <br /> 100 tons of Class III and 100 tons of limited Class II <br /> materials has been maximum daily receipts on a few occasions. <br /> 5 & 6 Map of Area <br /> Map showing structures within 1000 feet attached <br /> Sect 8. Topographical Map of Site <br /> Former and' Existing contours <br /> District has in hand a plot plan of ,the present dumpsite, <br /> labelled 10 acre excavation (1) at the cessation of clay mining in <br /> 1950 this 10 acre pit ass depicted, eras 20 feet -in depth throughout <br /> the entire ;pit, (2) `8, acres of the Pit have now`:been filled to within <br /> three feet of surrounding ground level (largely with clean dirt, ex-' <br /> cept east 3' acres with automotive waste) . One .acre in south east <br /> corner remains at 1950 depth. <br /> Proposed final elevations <br /> Within approximately three years the entire site will be filled <br /> to surrounding ground levels'., (after allowing for minor subsidence of <br /> dumped materials. The finished surface will be graded with 6 inch <br /> per 500 feet slope to west and surface drainage will be to existing <br /> ditch along west boundary of site, which ditch -drains, this and other' <br /> properties into Walker Slough. <br /> Sect 9. Geological ' Inormation <br /> Lithology determined by affidavit of civil engineer McCarty who <br /> managed the clay excavation, and' by Water Control Board Staff Engineer <br /> who examined 20 foot sides of pit,' ' and 10 foot deep trench dug in: <br /> bottom-of pit (see affidavit of McCarty, and 'report of Staff 'Enineer <br /> Macauley attached) : , <br />
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