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WORK PLANS_FILE 1
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3500 - Local Oversight Program
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PR0545898
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WORK PLANS_FILE 1
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Last modified
7/22/2020 3:38:19 PM
Creation date
7/22/2020 3:32:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 1
RECORD_ID
PR0545898
PE
3528
FACILITY_ID
FA0005555
FACILITY_NAME
MALIK ALL TIRES WHEEL
STREET_NUMBER
2662
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
11706033
CURRENT_STATUS
02
SITE_LOCATION
2662 N WILSON WAY
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Mr. Jeffery Wong <br /> Page 4 <br /> Subsequent to well development, groundwater samples will be collected from the wells after pH, <br /> temperature, and electrical conductivity have stabilized and the wells have recharged to minimum of <br /> 80% of static levels. Water samples will be placed in appropriate containers, labeled and placed in an <br /> ice chest at a temperature of 4 degrees Centigrade for shipment to the laboratory under chain of <br /> custody protocol. Analysis will consist of TPHg, BTEX, gasoline oxygenate additives, DCA and <br /> EDB. <br /> Additional Vertical Investigation <br /> To further define the vertical extent of contamination in the soil and groundwater, a Cone <br /> Penetrometer Testing (CPT) boring set will be advanced in the vicinity of the former tankpit. One <br /> boring will be advanced to approximately 110 feet bgs utilizing CPT instrumentation to determine <br /> the underlying stratigraphy and to identify specific target intervals for soil sample collection. The <br /> CPT hole will then be twinned for the collection of soil and groundwater samples. Sample <br /> collection will begin at a depth of 80 feet and terminate at a depth of approximately 110 feet <br /> and/or refusal which ever comes first. Upon completion, the boreholes will'be backfilled with cement <br /> grout to ground surface using a tremmie pipe. <br /> Soil samples will be collected for analysis from intervals of lithologic interest as identified from <br /> the CPT data and from intervals bearing field evidence of contamination. At least two <br /> consecutive samples at five-foot intervals from the bottom of the boring will be submitted for <br /> laboratory analysis. <br /> Discrete groundwater samples will be collected from approximately 80, 90, 100 and 110 feet bgs. <br /> Groundwater samples will be collected by using a discrete sampling device(Hydropunch or equivalent) <br /> driven into the water bearing zone. In the event that the sampler screen clogs or for other reasons <br /> groundwater will not enter the device in suitable quantity, a grab sample will be collected through the <br /> rods. Analysis of soil and groundwater from the additional boring will consist of TPHg, BTEX, <br /> gasoline oxygenate additives, DCA and EDB. Samples selected for analysis will be immediately <br /> capped, labeled and placed in an ice chest at a temperature of 4 degrees Centigrade for shipment to the <br /> laboratory under chain of custody protocol. <br /> Sensitive Receptor Survey <br /> Sensitive receptors, including wells, surface water bodies, schools and (to the degree possible) <br /> subsurface utilities within a radius of 2,000 feet of the site will be identified. Locations will be <br /> plotted on a map and pertinent information tabulated and included in the technical report. <br /> Reporting <br /> Following the receipt of analytical results, a technical report describing the methods and results of this <br /> investigation will be submitted to PHS/EHD. The report will describe to the degree possible the nature <br /> and extent of contamination, and will contain recommendations for additional work as appropriate. <br /> Harrys\reports\workp1an3mws <br />
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