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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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MEMORANDUM <br /> TO: Paul E. Jepperson <br /> FROM: William S. Johnson <br /> SUBJECT: California Clay Products Company <br /> GEOLOGY <br /> Attached well logs indicate a heterogeneous distribution of soil <br /> types with possible sand and gravel , as described by water well <br /> drillers. <br /> RECOMMEND - Two or three backhoe excavations to 10 ' - 12 ' <br /> depth in area where Group II waste materials <br /> will be deposited. Have a competent geologist <br /> or county sanitarian determine lithology of pits <br /> and also of the 21 ' from surface to invert of <br /> Cal Clay since this ipterval will be filled. <br /> Run typical M.A. ' s (mechanical analyses) of <br /> backhoe material if geologist or sanitarian <br /> does not make visual inspection (i .e. , confirm <br /> lithology at site) . Obtain test hole logs <br /> and data that McCarty mentions for study. <br /> Reference ground surface, pit bottom, and ground- <br /> water elevation to USGS datum. <br /> HYDROLOGY <br /> Depth of water at 48' below ground surface (measured by Noack) is <br /> reasonable over a larger area. Department of Water Resources <br /> wells intercepted water in this range. Rxecliopal_gradient is <br /> northeasterl toward Stockton in the Fre :Mpp area. If Cal <br /> Clay weil is at nortnena or wes si e ot "p-177tiseful for monitor- <br /> ing. Proximity of Walker Slough suggests tight lithology. <br /> RECOMMEND - Sample well for necessary constituent testing: <br /> (1) for base line conditions , (2) annually in <br /> late fall (start of water year) . <br /> ENGINEERING <br /> RECOMMEND - Grading of site; placement of materials in ap- <br /> proved locations if lithology not uniform over <br /> area; exclusion of runoff from surface drainage; <br /> pit water accumulated in clay-base area for sum- <br /> mer evaporation; listing of land uses within <br /> 1 ,000 feet to N, E, and water well map. Describe <br /> placement and covering of wastes. State intended <br /> land use after site has been filled. <br />
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