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CORRESPONDENCE_1982-1983
EnvironmentalHealth
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4400 - Solid Waste Program
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PR0440005
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CORRESPONDENCE_1982-1983
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Last modified
4/17/2023 4:12:38 PM
Creation date
10/6/2022 3:15:13 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
1982-1983
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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EHD - Public
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0STATE WATER RESOURCES'CONTROL ROARDAOL <br /> JW* <br /> .Aj ego* <br /> INTERNAL MEMO <br /> TO: Erank McDermott FROM: Jim Parsons <br /> Central Valley Regional Board Legal and Technical Services Division <br /> DATE: APR 18 1980 SIGNATURE. <br /> SUBJECT: Forward, Inc. , Disposal Site, San Joaquin County <br /> I have reviewed Jack McCollough's April 2, 1980, letter report regarding <br /> monitoring well installation and permeability testing. <br /> Findings: <br /> 1. Shallow soil samples were obtained from the floor of three out of the <br /> four new evaporation ponds. Permeability test results were 1x10-7, <br /> 3x10-6, and 8x10-6 cm/sec. I <br /> 2. A 125-foot deep monitoring well constructed about 500 feet to the northwest <br /> of evaporation ponds and three 30-foot deep monitoring wells immediately <br /> west of the ponds showed the upper materials to be unsaturated clays. <br /> 3. A "Monitoring Well Detail" plate' showed the surface seal to be only <br /> 5 feet deep. <br /> Conclusions: <br /> 1. Two of the three permeability test results showed the liner was excessively <br /> permeable. Either the soil was not adequately compacted or it was too <br /> sandy. <br /> 2. A 5-foot surface seal is normally not adequate to provide protection <br /> against surface fluids from entering the well. <br /> 3. On the other hand, the relatively low degree of hazard associated with the <br /> drilling muds and brines going into the site and the substantial thickness <br /> of clay present make the above problems not serious enough to justify your <br /> requiring their correction. <br /> Recommendations: <br /> 1. Call the above deficiencies to McCollough's attention so they can be <br /> avoided in future site improvements. <br /> giNRC®3=3-75) <br /> 168m '.' AAA-0---3A <br />
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