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ARCHIVED REPORTS_XR0008359
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545864
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ARCHIVED REPORTS_XR0008359
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Last modified
7/21/2020 9:56:08 AM
Creation date
7/21/2020 9:38:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008359
RECORD_ID
PR0545864
PE
3528
FACILITY_ID
FA0004530
FACILITY_NAME
MARLOWE PROPERTY
STREET_NUMBER
4648
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95215
CURRENT_STATUS
02
SITE_LOCATION
4648 WATERLOO RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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' 08 January 1996 <br /> . <br /> AGE-NC Project No 95-0104 <br /> Page 2 of 4 <br /> September 1993 TPI:-g and aromatic hydrocarbons (benzene, toluene, ethyl benzene and xylene <br /> BTE&X) were not detected in any of the soil samples analyzed Only a single compound of HVO, <br /> bromomethane, was detected in soil sample MW4-45 at 0 43 gg/g(ppm) <br /> On 04 April 1995, another well, VW-1, was installed at the site near the center of the former UST <br /> for future remediation purposes This well was drilled to a total depth of 80 feet and completed as <br /> a 4-inch diameter remediation well with slotted casing from 22 to 72 feet TPH-g was detected in <br /> sample VW1-25 at a concentration of 14,000 ppm <br /> rOn 24 July 1995, samples were collected from 29 drums on-site using PVC bailers and transported <br /> to a state certified laboratory for analysis The 29 samples were composited at the laboratory into <br /> three samples for analysis Each composite sample was analyzed for TPH-g, BTE&X and HVO <br />' Toluene was detected from composite sample WS-3 at a concentration of 0 44 gg/L Trace levels of <br /> several HVO were detected from composite samples WS-2 &3 <br /> I <br /> 3.0. PROCEDURES <br /> 3 1 MONITORING WELL PURGE PROCEDURES <br />' On 25 October 1995, the depth to ground water in ground water monitoring wells was measured to <br /> the nearest 0 01 foot utilizing a Sohst water level meter The relative elevation of ground water in <br /> each well was calculated by subtracting the depth to ground water from the surveyed relative casing <br /> elevation(Table 1) Relative ground water elevations were plotted on a scaled site map, whereupon <br /> ground water elevation contours were generated (Figure 3) <br />' After water levels were measured, three well volumes of ground water were purged from each well <br /> Approximately 3 gallons of water were removed from MW-1 utilizing a disposable polyethylene bailer <br /> and new nylon rope, approximately 50 to 70 gallons of ground water were removed from MW-2 <br />' through MW-4 utilizing a Grundfos Reda-Flo II submersible pump Temperature, pH and conductivity <br /> were measured at well volume intervals in each well using an ICM model 52200 water analyzer <br /> Stabilization data and field logs are included in Appendix A Purged water was stored in 55-gallon <br />' drums stored on-site in an area inaccessible to the general public <br />' 3 2 GROUND WATER SAMPLING <br />' Monitoring wells MW-1 through MW-4 were purged and allowed to recover for a minimum of one <br /> hour prior to sample collection Water samples were collected from MW-1 through MW-4 utilizing <br /> i' a dedicated, disposable polyethylene bailer and new nylon rope Sufficient sample was collected <br /> from each well to fill four 40-m1 EPA vials preserved with hydrochloric acid Care was taken to <br />
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