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3500 - Local Oversight Program
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PR0544759
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Last modified
8/19/2019 10:38:16 AM
Creation date
8/19/2019 10:06:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544759
PE
3528
FACILITY_ID
FA0004058
FACILITY_NAME
VANCO*
STREET_NUMBER
3230
Direction
N
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95204
APN
11708017
CURRENT_STATUS
02
SITE_LOCATION
3230 N WEST LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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20 September 2007 <br /> AGE-NC Project No. 97-0300 <br /> Page 5 of 6 <br /> form, and place into a dry cooler (room temperature). Subsequently, all of the collected soil vapor <br /> samples will be delivered to a State-certified laboratory for analysis of the chemical constituents <br /> listed in Section 2.2. <br /> After collection of the sample, soil vapor from the polyethylene tubing will be monitored for the <br /> presence of volatile organics using a photo-ionization detector(PID)pre-calibrated to isobutylene. <br /> 3.2. CPT DRILLING AND GRAB GROUND WATER SAMPLE COLLECTION <br /> Based on 1,2-DCA impact encountered from wells MW-4 and MW-5R(screened 60 to 70 feet bsg) <br /> and based on the sandy-silty sand content of soil samples previously observed at these depths, CPT <br /> soil borings will be advanced to target depths of approximately 70 feet bsg utilizing a 25-ton truck- <br /> mounted CPT drill rig equipped with 2-inch diameter hollow-stem rods. Each CPT soil boring will <br /> utilize a hydraulic ram to advance a cone penetrometer to the desired depth. Soil parameters such <br /> as cone bearing, sleeve friction, friction ration and pore water pressure will be measured and <br /> recorded as the cone penetrometer is advanced to depth.Rinseate generated during drilling activities <br /> will be containerized in properly labeled DOT-approved 55-gallon drums, and stored on-site in an <br /> area lacking public access. <br /> A second soil boring will be located adjacent the first CPT boring for ground water sample <br /> collection.Based on CPT findings,discrete grab ground water samples will be collected in selected <br /> saturated intervals of porous and permeable material, and at depths between 60 and 70 feet bsg. A <br /> HydroPunch sample tool will be pushed into the specified zone,then withdrawn approximately three <br /> feet to expose an inlet screen. The interior of the sampling tool fills with water and a 1-inch outer <br /> diameter(O.D.) stainless steel bailer will be lowered and utilized to extract a ground water sample. <br /> Following sample collection, the samples will be placed in laboratory-supplied containers and <br /> transported under chain-of-custody to a DHS-certified laboratory. Ground water samples will be <br /> collected utilizing three 40-m1 EPA-approved volatile organic analysis(VOA)vials. Ground water <br /> sample containers were labeled with the well designation, date, time, and sampler's initials. Each <br /> ground water sample will be logged on a chain-of-custody form, placed in a chilled container and <br /> transported to a California Department of Health Services (DHS)-certified laboratory for analysis <br /> for 1,2-DCA. Proposed soil boring locations are illustrated on Figure 2. <br /> 3.3. EQUIPMENT DECONTAMINATION <br /> All sampling tools used for sample collection will be thoroughly rinsed with clean water after being <br /> washed with a solution of Alconox.All down-hole drilling and sampling equipment will be pressure <br /> washed prior to starting the boring. All rinseate generated during drilling activities will be <br /> Advanced GeoEnvironmental,Inc. <br />
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