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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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22 September 2009 <br /> AGE-NC Project No. 09-1692 <br /> Page 7 of 11 <br /> 3.7. PREPARATION OF REPORT OF FINDINGS <br /> Following boring advancement,well installation and each ground water monitoring event, a report <br /> will be prepared presenting the findings. Each report will include a description of work performed, <br /> results of the soil/groundwater sampling and analysis,conclusions and recommendations The report <br /> will be in a format acceptable to CRWQCB guidelines, and will be reviewed and signed by a <br /> California Professional Geologist. <br /> 4.0. PROBE BORING FIELD PROCEDURES <br /> All field procedures will be overseen by an AGE representative under the supervision of California <br /> Professional Geologist. Procedures for the advancement of seven soil probe borings,soil sampling, <br /> grab ground water sampling,equipment decontamination and sample shipment are outlined below. <br /> 4.1. PROBE BORING ADVANCEMENT <br /> Probe borings will be advanced using a van-mounted Geoprobe 5400 direct-push probing unit <br /> equipped with 1.25-inch probing rods. The Geoprobe advances soil probe borings using a hydraulic <br /> hammer to drive soil sampling tools to specified depths. <br /> 4.2. SOIL SAMPLE COLLECTION AND ANALYSIS <br /> Soil samples will be collected at discreet five-foot intervals,starting at 5 feet bsg, and continuing to <br /> the total soil boring depth. Soil samples will be collected using a 1.25-inch Geoprobe soil sampling <br /> assembly loaded with four six-inch stainless steel sleeves. Upon sample retrieval, the ends of the <br /> second sleeve will be covered with Teflon sheets, capped and sealed with tape. <br /> Appropriately sealed and labeled samples will be placed in a chilled container under ice and <br /> transported under chain-of-custody procedure to a CDPH-certified laboratory. Each sample sleeve <br /> will be labeledwith the boring designation,depth,time,date and sampler's initials.Additionally,soil <br /> sample duplicates will be field-screened for the presence of volatile organic compounds using an <br /> organic vapor meter(OVM), equipped with photo-ionization detector(PID). <br /> 4.3. GRAB GROUND WATER SAMPLE COLLECTION AND ANALYSIS <br /> For the collection of grab ground water samples,the soil probe boring will be advanced to the top <br /> Advanced GeoEnvironmental,Inc. <br />
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