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3500 - Local Oversight Program
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PR0545522
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Last modified
3/13/2020 3:23:24 AM
Creation date
3/12/2020 10:56:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545522
PE
3528
FACILITY_ID
FA0006272
FACILITY_NAME
PACIFIC GAS
STREET_NUMBER
2088
Direction
E
STREET_NAME
MARIPOSA
STREET_TYPE
RD
City
STOCKTON
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
2088 E MARIPOSA RD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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6 November 1995 <br /> AGE-NC Project No. 95-0120 <br /> Page 2 of 5 <br /> On 10 and 11 May 1993, approximately 500 cubic yards of contaminated soil was removed from tank <br /> pit # 1. Soil was removed from the excavation to a depth of 35 feet from the southern end of the <br /> excavation. <br /> On 12 and 13 May 1993,the excavation was partially backfilled. Crushed rock and pea gravel were <br /> used to backfill the southern portion of the excavation. The entire excavation was then backfilled and <br /> compacted to a depth of five feet below surface grade(bsg). <br /> From 3 to 5 November 1993,five additional soil borings were advanced at the site. Borings B 10 and <br /> B 11 were placed in the area of the excavation, and advanced to depths of approximately 75 and 70 <br /> feet, respectively. Three other borings were advanced around the excavation area to 88 feet bsg and <br /> completed as 2-inch diameter ground water monitoring wells (MW1 -MW3). Hydrocarbon odors <br /> were noted in soil samples from borings B 10, B 11, and MW 1 at depths between 45 and 65 feet. <br /> Laboratory analysis detected TPH-g and volatile aromatics in five of the fourteen samples analyzed. <br /> 2.3. GROUND WATER DEPTH <br /> Ground water beneath the site occurs at a depth of approximately 70 feet below site grade (bsg). The <br /> uppermost ground water flows in an unconfined aquifer. With depth, the aquifer becomes more <br /> confined due to the presence of mixed heterogeneous layers of sediments. <br /> Based upon historical data obtained from on-site monitoring wells, ground water flow direction at <br /> the site is to the northeast. <br /> 3.0. SCOPE OF WORK <br /> 3.1. DRILLING AND SAMPLING <br /> The proposed investigation includes the advancement of three soil borings to depths of approximately <br /> 65 feet below surface grade (bsg). Two of the borings will be cluster-completed as soil vapor <br /> extraction wells. Well design is illustrated in Figure 3. <br /> Soil samples will be collected at five-foot intervals beginning at 10 feet below site grade(bsg)using <br /> a California split-spoon sampler and brass sleeves. The middle brass sleeve will be removed and the <br /> ends covered with Teflon tape or aluminum sheets, sealed with plastic end caps, secured with tape, <br /> and immediately placed in a chilled container for transportation to a State-certified laboratory. Each <br /> sample sleeve will be labeled with the following: boring location, depth, time, date and sampler's <br /> initials. <br />
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