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PR0544480
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Last modified
5/20/2019 3:08:10 PM
Creation date
5/20/2019 2:56:16 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0544480
PE
3528
FACILITY_ID
FA0004960
FACILITY_NAME
CHEROKEE SERVICE CENTER
STREET_NUMBER
303
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04735308
CURRENT_STATUS
02
SITE_LOCATION
303 S CHEROKEE LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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L Mr. Lloyd Gums A91701.OIB <br /> January 15, 1996 Page 6 <br /> LSoil borings B-3, B-4, B-5, B-6, B-7, and B-9 were drilled to a depth of approximately 21.5 <br /> feet BSG through the former UST excavation to collect data on the presence or absence of <br /> LPM in soil beneath the former UST locations. These soil borings were drilled using the <br /> CME-75, truck mounted, hollow-stem auger drill rig. Soil samples were collected from the <br /> bottom of each of these soil borings. <br /> LSoil borings HA-7, HA-8, and HA-10, were drilled to a depth of 5 feet BSG to collect data <br /> on the presence or absence of PPCs in the vicinity of the southwestern dispenser island(i.e. <br /> Lcorresponding to soil sample locations #7, #8, and #10 of April 22, 1994). These soil <br /> boring were drilled using a combination of the CME-70 and hand auger equipment. Soil <br /> samples were collected from the bottom of each of these soil borings. <br /> L <br /> After completion of the soil sampling, the soil borings were abandoned by backfilling with <br /> L a cement slurry consistent with our SOPs. The slurry was pumped through the annulus in <br /> the hollow-stem augers. Backfill was placed in one continuous operation from the bottom <br /> to the top of the borehole. When the annulus/borehole filled with the slurry, auger flights <br /> i were removed (no more than 10 feet at a time) from the borehole, allowing the slurry to <br /> uniformly fill the borehole to the surface. Drill cuttings from the soil borings and rinsate <br /> from the decontamination of drill tools were sealed in United States Department of <br /> Transportation (DOT)-approved 55-gallon drums, labeled, and stored on site in the area <br /> shown in Drawing 3. Disposal of this material is addressed in Section 8.0 <br /> Recommendations. Final disposal/treatment of these materials is the responsibility of the <br /> Lclient. <br /> 4.3 Laboratory Testing Progmm: Soil samples collected from soil borings B-1, B-2, B-8, <br /> HA-7, HA-8, and HA-10 were chemically analyzed in the laboratory for the following key <br /> PPCs:benzene,toluene,ethylbenzene, and xylenes (BTEX),total petroleum hydrocarbons- <br /> gasoline range constituents (TPH-G), and total petroleum hydrocarbons-diesel range <br /> constituents (TPH-D). Soil samples collected from soil borings B-3, B-5, B-6, and B-7 were <br /> analyzed in the laboratory for BTEX and TPH-G. Soil samples collected from soii borings <br /> B-4 and B-9 were analyzed in the laboratory for TPH-D. Preparation and analytical <br /> L methods for the laboratory analyses and corresponding detection limits for reporting <br /> purposes are summarized in Table 2. <br /> L <br />
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