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DR MARTIN LUTHER KING JR
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3500 - Local Oversight Program
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PR0544217
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Last modified
3/4/2019 11:05:25 PM
Creation date
3/4/2019 4:26:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544217
PE
3526
FACILITY_ID
FA0002512
FACILITY_NAME
GSG GAS & MART
STREET_NUMBER
701
Direction
E
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
STOCKTON
Zip
95206
APN
14734311
CURRENT_STATUS
02
SITE_LOCATION
701 E DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
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EHD - Public
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09 July 1998 <br /> AGE-NC-97-0326 <br /> Page 4 of 6 <br /> 4.0. PROCEDURES <br /> 4.1. DRILLING AND SAMPLING <br /> The following procedures will be performed for the installation of ground water monitoring wells: <br /> 1. Notify the PHS-EHD at least 48 hours prior to commencement of any work. <br /> 2. Mark boring locations at least 48 hours in advance for an Underground Service Alert (USA) <br /> check of underground utilities or pipes. <br /> 3. Advance two soil borings utilizing a truck-mounted drill rig and 8-inch diameter hollow stem <br /> augers. One boring will be advanced to a total depth of approximately 60 feet bsg; one <br /> boring will be advanced to a depth of approximately 25 feet bsg. Proposed boring locations <br /> are depicted on Figure 2. Borings may be advanced to greater depth, if necessary to define <br /> the vertical extent of impacted soil and ground water. <br /> 4. Decontaminate all sampling equipment in an Alconox solution and rinse with water prior to <br /> each sampling run. Steam-clean auger flights before advancement of each boring. <br /> 5. Collect soil samples at 5-foot intervals in each boring, beginning at a depth of 15 feet bsg in <br /> the boring adjacent to the UST and beginning at a depth of 5 feet bsg in boring near the <br /> dispenser island. Samples will be collected using a California split-spoon sampler loaded <br /> with three 2-inch by 6-inch brass sleeves. The sampler will be driven by dropping a 140- <br /> pound weight from a height of 30 inches. The number of blows required to advance the <br /> sampler in 6-inch increments will be recorded on the boring log. <br /> 6. Preserve soil in the lead sleeve by covering both ends with Teflon sheets, capping, and <br /> sealing with tape. <br /> 7. Label and log samples on a chain-of-custody form. <br /> 8. Store samples in a chilled container and transport to a state-certified laboratory for analysis. <br /> Selected soil samples will be analyzed for total petroleum hydrocarbons quantified as <br /> gasoline (TPH-g), for volatile aromatics (benzene, toluene, ethylbenzene and xylenes; <br /> BTE&X)and for oxygenates in accordance with the EPA Methods 8015m, 8020 and 8260. <br /> The PHS-EHD will have an opportunity to assist in selection of samples to be analyzed. <br /> 9. Monitor auger returns and soil sample duplicates for the presence of volatile organic <br /> compounds using an organic vapor meter equipped with a photo-ionization detector(PID) <br /> pre-calibrated to isobutylene. <br /> 10. Log auger returns and soil sample duplicates in accordance with the Unified Soil <br /> Classification System. <br /> Advanced GeoEmironmental,Inc. <br />
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