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2900 - Site Mitigation Program
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PR0523858
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Last modified
1/14/2020 4:20:56 PM
Creation date
1/14/2020 3:34:04 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0523858
PE
2960
FACILITY_ID
FA0016067
FACILITY_NAME
FORMER BUFFALO TANK
STREET_NUMBER
5709
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
10123019
CURRENT_STATUS
01
SITE_LOCATION
5709 E FREMONT ST
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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26 September 2003 <br /> . AGE-NC Project No. 02-0896 <br /> Page 6 of 9 <br /> 4.1. SOIL BORINGS AND SAMPLING <br /> Up to five soil borings maybe advanced at the site to a depth of 80 feet bsg utilizing a truck-mounted <br /> CME-75 drill rig equipped with 8.25-inch hollow-stem augers. Three pilot borings will then be <br /> completed as ground water monitoring wells, if necessary. Soil will be collected ahead of the lead <br /> drill auger with a three-inch wide core barrel. Soil samples will be collected from each soil boring <br /> at five-foot intervals. Relatively undisturbed soil samples will be collected in each of the borings <br /> using a 2-inch diameter by 6-inch long brass sleeves. The exposed ends of the soil sleeve will be <br /> covered with Teflon sheets, capped and sealed with tape. Soils sampled in the borings will be <br /> visually classified by an AGE geologist in accordance with the Unified Soil Classification System <br /> (USCS). Additionally, soil samples will be field screened for the presence of volatile organic <br /> compounds using an organic vapor meter(OVM) equipped with a photo-ionization detector(PID: <br /> Thermo Environmental 580B, 10.0eV [or equivalent, calibrated to isobutylene). Soil sample <br /> descriptions and OVM readings will be recorded on a log for each boring. <br /> Once ground water has been encountered, a ground water sample will be collected from within the <br /> augers utilizing a hydropunch water sampling device with one-inch diameter 0.010-inch slotted <br /> temporary well screen. Each ground water sample will be extracted by lowering a disposable bailer <br /> • through the hollow center of the drive rods and into the screen section.Depending on subsurface and <br /> drilling conditions, grab ground water samples may also be collected directly through the hollow <br /> stem augers using a new disposable bailer. <br /> Ground water samples will be collected into laboratory supplied containers. Ground water samples <br /> for BTEX, TPH-g, fuel oxygenating compound, and lead scavenger compound analyses will be <br /> collected into laboratory-supplied, 40-m1 VOA vials containing 0.5-m1 of hydrochloric acid as <br /> preservative,TPH-all analyses will be collected into laboratory-supplied one-liter amber containers <br /> and total lead 500-milliliter plastic containers. <br /> Following collection the samples will be appropriately labeled, placed on ice and kept in a cooler <br /> until delivered to the laboratory for analysis. Chain-of-custody protocols will be used to document <br /> sample custody transfer from the field to the analytical laboratory. A chain-of-custody form will <br /> accompany the samples. <br /> Following sample collection,each preserved sample sleeve will be labeled with the boring location, <br /> depth,time, date and sampler's initials. Appropriately sealed and labeled samples will be placed in <br /> a chilled container under ice and transported under chain-of-custody procedure to a DHS-certified <br /> laboratory. <br /> • <br /> Advanced GeoEnvironmental,Inc. <br />
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