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ARCHIVED REPORTS_XR0002572
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0508238
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ARCHIVED REPORTS_XR0002572
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Last modified
1/30/2020 2:36:12 PM
Creation date
1/30/2020 1:29:06 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002572
RECORD_ID
PR0508238
PE
2950
FACILITY_ID
FA0008010
FACILITY_NAME
GRANITE CONSTRUCTION CO
STREET_NUMBER
10500
Direction
S
STREET_NAME
HARLAN
STREET_TYPE
RD
City
FRENCH CAMP
Zip
95231
CURRENT_STATUS
01
SITE_LOCATION
10500 S HARLAN RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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{ <br /> WALLACE • <br /> KUHL ` ✓��d d�fA �� <br /> Er ASSOCIATES INC l fp {,fiJlf <br /> January 18, 1995 �•�9 <br /> Mr Hop Essick <br /> P O Box 151 <br /> Stockton, California 95201 <br /> QUARTERLY STATUS REPORT <br /> GRANITE CONSTRUCTION FACILITY <br /> 10500 South Harlan Road <br /> French Camp, California 95231 <br /> WKA No 2088 05 <br /> Dear Mr Essick, <br /> As required by the San Joaquin County Public Health Services, we are <br /> submitting this quarterly status report for the subject property located at 10500 <br /> South Harlan Road in French Camp, California (Plate 1) <br /> ' Most recent ground water elevation measurements of the six monitoring wells <br /> �,. <br /> Geotechnical Engineering (MW1 through MW6) were obtained on January 9, 1995, historic ground water <br /> -mak <br /> Engineering Geology elevation data is provided in Table 1 Based on current ground water elevation <br /> measurements, the ground water flow direction beneath the subject property is <br /> c f` <br /> Environmental Consulting northwesterly with a hydraulic gradient of 0 0022 feet/foot (Plate 2) <br /> Remediation Services <br /> .y Ground water samples were also obtained from the six on-site monitoring wells <br /> Construction Inspection <br /> on January 9, 1995 Prior to sampling, each well was checked for visual signs <br /> Materials Testing of free product using a clear bailer Approximately three to five well volumes <br /> of water were purged from each well using a two-inch submersible pump until <br /> temperature, pH, and conductivity readings stabilized and/or the water cleared <br /> of sediment The water samples were then collected using a new polyethylene <br /> 3050 Industrial Blvd disposable bailer Water from the disposable bailer was decanted into <br /> West Sacramento <br /> appropriate sample containers provided by the laboratory <br /> CA 95691 <br /> Fax 916 372 2565 <br /> 916 372 1434 <br /> Rec cW paper <br />
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