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WORK PLANS_CASE 2
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WORK PLANS_CASE 2
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Last modified
3/6/2020 10:33:05 AM
Creation date
3/6/2020 10:17:57 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
CASE 2
RECORD_ID
PR0545424
PE
3528
FACILITY_ID
FA0003696
FACILITY_NAME
CONTI TRUCKING INC
STREET_NUMBER
2660
STREET_NAME
LOOMIS
STREET_TYPE
RD
City
STOCKTON
Zip
952130488
APN
17910001
CURRENT_STATUS
02
SITE_LOCATION
2660 LOOMIS RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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27 December 1999 <br /> AGE-NC Project No. 99-0683 <br /> Page 5 of 6 <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 /> perfonned and results of the sampling and analysis. Conclusions, applicable recommendations, maps <br /> and cross-sections will be included in the report. The report will be in a format acceptable to the <br /> PHS-EHD and the CVRWQCB, and will be reviewed and signed by a California Registered <br /> Geologist. <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 /> Probe borings will be advanced using a van-mounted Geoprobe 5400 direct-push probing unit <br /> equipped with 125-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 Sampling Collection and Analysis <br /> Soil borings will be sampled at discreet five-foot intervals using a 1.125" Geoprobe soil sampling <br /> assembly loaded with four six-inch brass sleeves. Upon sample retrieval, the ends of the second <br /> 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 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 CeoEmironmentai,Inc. <br />
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