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ARCHIVED REPORTS XR0006169
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544589
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ARCHIVED REPORTS XR0006169
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Last modified
6/21/2019 11:35:33 AM
Creation date
6/21/2019 9:44:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006169
RECORD_ID
PR0544589
PE
3528
FACILITY_ID
FA0001909
FACILITY_NAME
STOP N SHOP
STREET_NUMBER
1856
Direction
W
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
APN
123-191-02
CURRENT_STATUS
02
SITE_LOCATION
1856 W COUNTRY CLUB BLVD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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E • • <br /> . 19 June 1998 <br /> AGE-NC Project No 98-0465 <br /> Page 3 of 5 <br /> illustrated on Figure 2 <br /> Each angled soil probe boring will be advanced beneath each UST at an angle of approximately 300 <br /> from vertical A description of angles and distances used for calculating sample depths beneath the <br /> UST area is depicted in Figure 3 <br /> Soil samples will be collected from angled soil probe boring at 5-foot intervals from 5-feet bsg to <br /> 25-feet bsg If petroleum hydrocarbon-impacted soil is encountered during probing activities,probe <br /> bonngs may be advanced to greater depths in an attempt to determine the extent impacted soil <br /> Soils are to be described using the Unified Soil Classification System (USCS) Soil sample <br /> descriptions and PID screening results will be summarized on bonng logs prepared in a preliminary <br /> site assessment report <br /> If ground water is encountered during probing activities, then grab ground water samples will be <br /> collected from selected probe borings Grab ground water samples will be collected from selected <br /> soil probe bonngs using a Geoprobe water sampling assembly For the sampling assembly, probe <br /> • rods will be fitted with a retractable ground water screen and advanced to the total depth of each <br /> probe boring, the rods will then be pulled upward to allow ground water to flow into the screen A <br /> bailer fitting will then be placed on the end of%-inch diameter polyethylene tubing, inserted thi ough <br /> the rod assembly into the exposed screen, through which water will be manually pumped <br /> Proposed soil boring locations are illustrated on Figure 2 Following borehole advancement,portland <br /> cement(grout mix) will be utilized to backfill each borehole utilizing a tremie pipe The PHS-EHD <br /> will be given the opportunity to inspect the grout mix prior to backfilling activities <br /> 3 2 EQUIPMENT DECONTAMINATION <br /> All probing rods, sampling tools and sample liners used for sample collection will be thoroughly <br /> rinsed with clean water after washing with a solution of Alconox <br /> 33 LABORATORY ANALYSIS <br /> Selected soil and/or ground water samples will be analyzed for total petroleum hydrocarbons <br /> quantified as gasoline (TPH-g), volatile aromatics (benzene, toluene, ethylbenzene and xylenes <br /> BTE&X) with methyl tert-butyl ether(MTBE)in accordance with EPA methods 8015m and 8020, <br /> Advanced GeoEnvironmental,Inc <br />
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