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CORRESPONDENCE_1971-1981
EnvironmentalHealth
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4400 - Solid Waste Program
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CORRESPONDENCE_1971-1981
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Last modified
4/17/2023 4:13:14 PM
Creation date
8/29/2022 2:57:06 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
1971-1981
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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oe <br /> 9Beta Associates <br /> Consultants in Waste Management,Environmental Control and the Geotechnical Sciences <br /> April 2, 1980 <br /> Project 116-1 . 1 <br /> State of California <br /> Regional Water Quality Control Board <br /> Central 'Dalley Region. ;- <br /> 321 "5" st►eetAPR 0 198p . <br /> Sacramento, California 95816 <br /> SAN 1 =a� � :�►,� , ;,.,.^� <br /> Attention: Mr. Frank McDermott, Area Engineer HEALTH DISTiIlirT` <br /> Subject Monitoring Well Installation and Permeability Testing <br /> Gentlemen: <br /> Pursuant to your request, we are submitting the technical information per- <br /> taining to the Subject ,project. As a result of your verbal authorizaticn <br /> of March 28, 1980, we are currently accepting petroleum production brines <br /> in pond #i and rotary drilling mud in pond #2. Ponds #3 and #4 are inactive. <br /> (See attached site sketch, plate 1 .) <br /> On March 20, 1980, Monitoring well #3 was drilled to a depth of 12;-feet. <br /> Confined (artesian) groundwater was first encountered at 88-feet depth and <br /> ultimately stabilized at 82-feet below ground surface. Caving sand at <br /> 88-feet prevented setting the 4-inch PVC casing below 90-feet. The casing <br /> was perforated from 90-feet back to 50-feet and the annular space was <br /> " packed with li8"-3%8" pea-gravel . A cement surface seal was placed from <br /> 5-feet depth back to ground surface. <br /> Monitoring wells #4, #5, and #6 were drilled to total depths of 30-feet . <br /> The lower 10-feet of 4" PUC casing was perforated and the annular space <br /> was gravel packed and a surface seal placed as above described. All of <br /> the 30-foot wells were dry. the lags of each well are attached and the <br /> well locations are shown on Plate 1 , Site Sketch. <br /> We. intend to collect: groundwater sae+iples from all site monitoring wells <br /> during the 1st week following the calendar quarter and submit the required <br /> analytical data during the month of April , 1980. If necessary, we will <br /> evacuate fluids from. disposal trenches at the same time as the wells are <br /> sampled., Any accumulated fluids will, be pumped to solar evaporation <br /> pond #l . (We notify you in advance of our sampling activity so that <br /> you may be pr--lent, if desired:) <br /> Undisturbed samples of soil were collected from the floor of solar eva- <br /> poration, ponds #3, Pi, and #5 and tested for fluid permeability with the <br /> following results: <br /> 326 Commercial Street • San Jose, California 95112 (408) 295-7483 <br />
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