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2900 - Site Mitigation Program
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PR0521601
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Last modified
6/24/2020 5:45:23 PM
Creation date
6/24/2020 2:47:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0521601
PE
2950
FACILITY_ID
FA0014676
FACILITY_NAME
RISHWAIN, RAYMOND
STREET_NUMBER
48
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
48 N WILSON WAY
P_LOCATION
01
QC Status
Approved
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EHD - Public
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t il <br /> r <br /> 17 June 2003 <br /> AGE-NC Project No. 03-1035 <br /> Page 5 of 6 <br /> • Organic and total lead by EPA Methods DHS organic-lead and 6010, respectively <br /> 3.4. 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. The report will include a description of the work <br /> performed and results of the sampling and analysis.Conclusions,applicable recommendations,and <br /> 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 /> Registered Geologist. Procedures for the advancement of borings, soil sampling, ground water <br /> sampling, equipment decontamination and sample shipment are outlined below. <br /> 4.1. PROBE BORING ADVANCEMENT <br /> The probe boring 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 /> 4.1.1. Soil Sample Collection and Analysis <br /> The soil boring will be sampled at discreet five-foot intervals using a 1.5-inch Geoprobe soil <br /> sampling assembly loaded with four six-inch brass 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-custodyprocedure to a DHS-certified laboratory.Each sample sleeve will <br /> be labeled with the boring designation,depth,time,date and sampler's initials. Soils encountered in <br /> the borings will be visually classified by an AGE geologist in accordance with the Unified Soil <br /> Classification System(USCS).Additionally,soil samples will be field-screened for the presence of <br /> volatile organic compounds using an organic vapor meter(OVM), equipped with photo-ionization <br /> detector(PID). <br /> Advanced GeoEnvironmental,Inc. <br />
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