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2900 - Site Mitigation Program
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PR0516371
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Last modified
7/2/2020 9:39:15 PM
Creation date
7/2/2020 10:01:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0516371
PE
2950
FACILITY_ID
FA0012583
FACILITY_NAME
MANNYS RESTAURANT
STREET_NUMBER
7925
STREET_NAME
THORNTON
STREET_TYPE
RD
City
STOCKTON
Zip
95207
APN
07522041
CURRENT_STATUS
01
SITE_LOCATION
7925 THORNTON RD
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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02 August 2000 <br /> AGE-NC Project No. 00-0728 <br /> Page 5 of 6 <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 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 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 /> 4.3. GRAB GROUND WATER SAMPLING PROCEDURES <br /> For the collection of`grab' ground water samples,selected probe borings will be advanced to a depth <br /> of four feet below the ground water surface. The grab ground water samples will be collected using <br /> a Geoprobe water sampling assembly with a wire-wound steel screen or a pre-cleaned one-inch <br /> diameter, 0.01 slotted screen. Each ground water sample will be extracted by lowering a Teflon <br /> bailer through the hollow center of the push rods into the screened section. Samples will be collected <br /> in laboratory-supplied,40-m1 VOA vials containing 0.5 ml hydrochloric acid as sample preservative <br /> and 1-liter amber bottles. The labeled vials will be placed in a chilled container under ice and <br /> transported under chain-of-custody to a DHS-certified laboratory. <br /> Advanced GeoEnvironmental,Inc. <br />
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