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ARCHIVED REPORTS XR0000084
Environmental Health - Public
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3500 - Local Oversight Program
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PR0543389
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ARCHIVED REPORTS XR0000084
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Last modified
11/1/2018 5:13:21 PM
Creation date
11/1/2018 10:38:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0000084
FileName_PostFix
XR0000084
RECORD_ID
PR0543389
PE
3528
FACILITY_ID
FA0004512
FACILITY_NAME
MAJOR STATIONS
STREET_NUMBER
1235
Direction
E
STREET_NAME
ALPINE
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
APN
11533055
CURRENT_STATUS
02
SITE_LOCATION
1235 E ALPINE AVE
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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3.1.1 Soil Investigation/Remediation Activities <br />' All work conducted is focused on the goal of eventually obtaining closure for the tank area <br /> excavation and any other remedial excavation work which may be required onsite The <br /> following is a summary of the work completed on tasks associated with soils remediation during <br /> September and October 1992 Appendix C presents a detailed field report of this activity along <br /> with all related analytical reports <br />' In general, all work completed was preparatory work necessary for the installation of the <br /> planned SVE system Preparatory work included demolition and disposal of the gas station <br /> canopy structure, locating and capping fuel pipelines at the building foundation and removal of <br />' the fuel pipelines throughout the open areas of the site Sampling of the soil beneath the former <br /> fuel pipelines, in the tank excavation and in the existing soil stockpile was completed as shown <br /> on Figure 4 to evaluate the current presence of hydrocarbon compounds or lead Samples from <br />' the tank excavation area (a total of seven) were coded according to their location in the pit and <br /> their depth below the surface Samples N1, N2, S1 and S2 were collected from the excavation <br /> floor approximately 20 feet below surface grade and samples NW 1, NW2 and S W2 were taken <br />' from the excavation sidewalls (approximately 1'/2 feet into the wall) at 10 feet below grade <br /> Samples from the pipeline trenches (a total of five plus two confirmation samples) were coded <br />' as "PL" samples and were taken 11/2 feet below the bottom of the trenches Soil stockpile <br /> samples were coded "SP" and were taken from 11h feet below the surface of the stockpile at six <br /> locations approximately 4 feet above the surface grade Analysis for TPH-G and BTEX was <br /> conducted for all samples while total lead was analyzed only for the PL samples All samples <br /> were initially analyzed by a California certified mobil Iaboratory while two samples were also <br /> analyzed by a fixed base laboratory for confirmation of the mobile laboratory results <br /> Figure 4 shows the sampling locations, soil sample identification numbers and soil sample results <br /> of all samples taken during this phase of work As shown, sample S-2 was the only soil sample <br />' which contained elevated hydrocarbon concentrations, with 1,490 mg/Kg of TPH-G and 6 41 <br /> mg/Kg, 13 39 mg/Kg and 52 52 mg/Kg of toluene, ethylbenzene and xylene, respectively No <br /> benzene was detected in any of the soil samples No detectable concentrations of TPH-G or <br />' BTEX were found in the confirmation samples taken at locations PL-3 and PL-5 which <br /> confirmed the results of the mobile lab analyses Soil sampling was also conducted as part of <br /> the installation of three new monitor wells discussed in the next section of this report ,No <br /> detectable concentrations of TPH-G or BTEX compounds were found at any of the well <br /> installation sites <br />' 3.1.2 Groundwater Investigation Activities <br /> The previous groundwater investigation (installation of three monitor wells) was expanded under <br />' the current investigation program by the installation of three additional groundwater monitor <br /> wells, two on the site and one north of the site on West Lane (Figure 2) Each well was <br /> constructed of two-inch diameter PVC casing and screen to a total depth of approximately 107 <br /> feet with a screened interval from approximately 85 to 105 feet A detailed field report of the <br /> well installation procedure is presented in Appendix D <br /> SIKCIRPMAREC3QTR WP 8 11/13192 <br />
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