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2900 - Site Mitigation Program
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PR0001228
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Last modified
3/31/2020 3:58:11 PM
Creation date
3/31/2020 3:49:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0001228
PE
2951
FACILITY_ID
FA0004069
FACILITY_NAME
BREUNERS
STREET_NUMBER
7676
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
08102013
CURRENT_STATUS
02
SITE_LOCATION
7676 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Harding Lawson Associates <br /> January 14, 1991 <br /> 20264,004.02 <br /> John Breuner Company <br /> Mr. Peter Meier <br /> Page 5 <br /> Prior to the start of drilling, HLA will obtain the necessary permits and will contact pertinent public <br /> and private entities to locate the underground utilities in the site vicinity. The boring will be drilled <br /> using a truck-mounted drill rig equipped with 8-inch-diameter hollow-stem augers and will extend <br /> to an approximate depth of 50 feet or to the water table,whichever is shallower. The soil boring will <br /> be logged continuously by a HLA field geologist under the supervision of a California registered <br /> geologist. Soils will be classified in accordance with the Unified Soil Classification System <br /> (ASTM D2488-85, D2487-85, D2488-85). Soil samples will be collected at approximately 5-foot <br /> intervals or at any significant change in lithology. Soil samples will be collected using a 3-inch <br /> outside diameter split sleeve sampler lined with stainless steel sample tubes. Samples will be visually <br /> inspected and an organic vapor analyzer(OVA)or equivalent instrument will be used to screen samples <br /> for petroleum vapors. One sample from each sample interval will be retained in the stainless steel <br /> tubes, sealed, labeled, and placed in a refrigerated environment pending subsequent laboratory analysis. <br /> All soil samples will be collected in accordance with guidelines established by the RWQCB. <br /> Soil samples from the boring will be submitted to a state-certified analytical laboratory to be analyzed <br /> for TPH as gasoline and diesel by modified EPA Test Method 8015 and for BTEX by EPA Test <br /> Method 8020. <br /> After completion of the drilling and sampling, the boring will be abandoned by backfilling with a neat <br /> cement grout. The grout will be pumped into the boring using a tremie pipe until the hole is <br /> completely filled. <br /> Decontamination <br /> All downhole drilling and sampling equipment will be decontaminated prior to use to minimize the <br /> possibility of cross contamination. The augers will be steam cleaned prior to transport to the site. The <br /> soil sampling equipment will be washed in a low phosphorous soap solution and double rinsed with tap <br /> water between each sampling. Water used to clean and rinse the equipment and soil cuttings produced <br /> during drilling will be contained in 55-gallon drums and stored onsite pending receipt of laboratory <br /> analytical results. <br /> Waste Material Storage <br /> If soil is excavated, this material will be encased in visqueen and stored onsite. Soil cuttings produced <br /> during drilling of the boring will be contained in 55-gallon steel drums and stored onsite. On the <br /> basis of the results of analytical testing, the soil will be disposed in accordance with state and local <br /> regulations. <br /> Task 3,Report Preparation <br /> After the completion of all field work and upon receipt of the analytical results, HLA will prepare a <br /> written report summarizing the work performed and presenting conclusions and recommendations <br /> regarding site conditions. Additionally, this report will present HLA's evaluation of the potential for <br /> the petroleum hydrocarbons to migrate to groundwater and the magnitude of the potential impact to <br /> local groundwater quality. <br />
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