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3000 – Underground Injection Control Program
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PR0515035
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Last modified
2/11/2019 4:08:16 PM
Creation date
2/11/2019 3:04:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3000 – Underground Injection Control Program
File Section
WORK PLANS
RECORD_ID
PR0515035
PE
3030
FACILITY_ID
FA0012021
FACILITY_NAME
WESTERN SQUARE INDUSTRIES INC
STREET_NUMBER
1621
Direction
N
STREET_NAME
BROADWAY
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
1621 N BROADWAY AVE
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
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EHD - Public
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21 July 1999 <br /> AGE-NC Project No. 99-0604 <br /> Page 4 of 6 <br /> decontamination and sample shipment are as follows. <br /> 3.1. SOIL SAMPLING PROCEDURES <br /> The soil boring will be advanced using hollow-stem auger drilling techniques.Relatively undisturbed <br /> soil samples will be collected in all borings using a California modified split-spoon sampler fitted <br /> with 2-inch diameter, 6-inch long brass sleeves. Upon removal from the sampler,the sample sleeve <br /> will be separated with a clean knife. The exposed ends of the second sleeve will be covered with <br /> Teflon sheets, capped and sealed with tape. Each soil sample will be labeled with boring location, <br /> depth, time, date and sampler's initials following sample collection. Soil samples will be placed in <br /> a chilled container under ice and transported under chain-of-custody to a DHS-certified laboratory. <br /> Soils encountered in the borings will be visually classified by an AGE geologist in accordance with <br /> the Unified Soil Classification System(USCS).Additionally,soil samples will be field screened for <br /> the presence of volatile organic compounds using an organic vapor meter equipped with a photo- <br /> ionization detector(PID:Thermo Environmental 580A, 10.0 eV,calibrated to isobutylene).The field <br /> data will be recorded on logs for each boring. <br /> 3.2. IN-SITU GROUND WATER SAMPLING PROCEDURES <br /> For the collection of depth-discrete ground water samples, soil borings will be advanced to the top <br /> of the ground water table as identified by collection of a saturated soil sample and confirmed by <br /> water levels in existing monitoring wells in site. Once ground water has been encountered, a <br /> disposable bailer will be placed down the center of the augers to collect water. Samples will be <br /> collected into: <br /> • Four 40 ml VOA vials with 0.5-m1 hydrochloric acid as sample preservative for TPH-g, <br /> BTEX, VOCs and SVOCs; <br /> • One I-liter amber bottle for TPH-d; <br /> • One ''/z-gallon plastic bottle for total metals; and <br /> • One 500 ml plastic bottle, without preservatives, for hexavalent chromium and pH. <br /> The labeled sample containers will be placed under ice in a chilled container and transported under <br /> chain-of-custody to a DHS-certified laboratory. <br /> Advanced GeoEnvironmental,Inc. <br />
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