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2900 - Site Mitigation Program
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PR0516215
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Last modified
2/21/2020 3:46:55 PM
Creation date
2/21/2020 1:29:13 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0516215
PE
2950
FACILITY_ID
FA0012512
FACILITY_NAME
PORT CITY STEEL
STREET_NUMBER
816
Direction
E
STREET_NAME
HAZELTON
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
CURRENT_STATUS
01
SITE_LOCATION
816 E HAZELTON AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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15 May 2000 <br /> AGE-NC Project No. 00-0719 <br /> Page 2 of 3 <br /> field observations and field screening using an organic vapor meter(OVM) equipped with a photo- <br /> ionization detector(PID: Thermo Environmental 580A, 10.0 eV, calibrated to isobutylene). <br /> Soil samples will be collected from the probe boring at five-foot intervals from ground surface to <br /> the total depth of the boring. <br /> Probe borings will be advanced using AGE's 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 /> or pneumatic hammer to drive soil and ground water sampling tools to specified depths. <br /> Soil samples will be collected using Geoprobe push-driven 2-inch diameter discrete and/or <br /> continuous core samplers fitted with four six-inch long brass sleeves or a two-foot long Teflon <br /> sleeve, respectively. Upon removal fi-om the sampler, the sample sleeve is separated with a clean <br /> soil knife. The exposed ends of the sleeve will be covered with Teflon sheets,capped and sealed with <br /> tape. Soil samples will be field screened for the presence of volatile organic compounds using an <br /> OVM. <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 pending transportation to a DHS-certified laboratory. <br /> For the collection of grab ground water sample, a soil probe boring will be advanced to the top of <br /> the ground water table as identified by collection of a saturated soil sample. Once ground water has <br /> been encountered, a Geoprobe push-driven water sampling device will be advanced two to three feet <br /> into the water bearing zone. A grab ground water sample will be collected using a Geoprobe water <br /> sampling assembly fitted with a pre-cleaned one-inch 0.01 slotted temporary well screen. The ground <br /> water sample will be extracted by lowering a Teflon bailer through the hollow center of the push rods <br /> into the screen section. The sample will be collection in laboratory-supplied, 40-nil VOA vials <br /> containing 0.5-m1 of hydrochloric acid as sample preservative and 1-liter amber bottles. The labeled <br /> vials and bottles will be placed in a chilled container under ice pending transportation to a DHS- <br /> certified laboratory. <br /> LABORATORY ANALYSIS <br /> Selected soil and/or ground water samples will be submitted to a DHS-certified laboratory and <br /> analyzed for the following: <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) and diesel (TPH-d) in <br /> accordance with EPA Method 8015 Modified; <br /> Advanced CeoEnvironmental,Inc. <br />
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