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2900 - Site Mitigation Program
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PR0530031
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Last modified
5/18/2020 9:23:11 AM
Creation date
5/18/2020 9:10:57 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0530031
PE
2960
FACILITY_ID
FA0019740
FACILITY_NAME
IDEALEASE (FORMER)
STREET_NUMBER
1137
Direction
S
STREET_NAME
STOCKTON
STREET_TYPE
ST
City
STOCKTON
Zip
95206
CURRENT_STATUS
01
SITE_LOCATION
1137 S STOCKTON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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11 May 2009 <br /> AGE-NC Project No. 09-1692 <br /> Page 4 of 6 <br /> • Total petroleum hydrocarbons quantified as diesel(TPH-d)in accordance with EPA Method <br /> 8015M and <br /> • Benzene, toluene, ethylbenzene and xylenes (BTEX) in accordance with EPA Method <br /> 8260B. <br /> Laboratory reports for soil analyses, testing methods, laboratory quality assurance/quality control <br /> (QA/QC) reports, and sample chain of custody documentation will be presented in a report with <br /> findings and recommendations. <br /> 3.3. REPORT PREPARATION <br /> Upon completion of field work and receipt of final laboratory analysis, a report will be prepared <br /> presenting the findings of the investigation and signed by a California Professional Geologist. The <br /> report will include a description of the work performed and results of the sampling and analysis. <br /> Conclusions, applicable recommendations, and maps will be included in the report. <br /> 4.0. FIELD PROCEDURES <br /> All field procedures will be overseen by an AGE representative under the supervision of a California <br /> Professional Geologist.Procedures for the advancement of soil borings,soil sampling,ground water <br /> sampling, equipment decontamination and sample shipment are outlined below. <br /> 4.1. SOIL BORING ADVANCEMENT a <br /> Soil borings will be advanced using a van-mounted Geoprobe 5400 direct-push probing unit <br /> equipped with 1.25-inch probing rods or a 1.5-inch Geoprobe macro-core soil sampling assembly. <br /> The Geoprobe advances soil borings using a hydraulic hammer to drive soil and ground water <br /> sampling tools to specified depths. <br /> 4.2. SOIL SAMPLING COLLECTION AND ANALYSIS <br /> Soil samples will be collected at approximate 2.5-foot intervals beginning at 2.5 feet bsg using a <br /> 1.25-inch Geoprobe soil sampling assembly loaded with four six-inch stainless steel sleeves ora 1.5- <br /> inch Geoprobe macro-core soil sampling assembly loaded with four-foot acetate sleeves. Upon <br /> Advanced GeoEnvironmental,Inc. <br />
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