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WORK PLANS FILE 2
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PR0544153
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WORK PLANS FILE 2
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Last modified
2/15/2019 9:30:44 AM
Creation date
2/15/2019 8:37:18 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 2
RECORD_ID
PR0544153
PE
3528
FACILITY_ID
FA0006773
FACILITY_NAME
ARCO 02186
STREET_NUMBER
3212
Direction
N
STREET_NAME
CALIFORNIA
STREET_TYPE
ST
City
STOCKTON
Zip
95204
APN
12532001
CURRENT_STATUS
02
SITE_LOCATION
3212 N CALIFORNIA ST
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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S E C 0 R _ <br /> Work Plan for Soil Vapor Survey <br /> August 9, 2007 <br /> ARCO Service Station No. 2186 <br /> Page 5 of 8 <br /> If necessary, an access agreement will be secured from the current property owner prior to ��� <br /> starting any field work. �,I <br /> Soil Vapor Probe Installation f A I <br /> • rlfi <br /> In order to evaluate the vapor-.intrusion°pathway,SECOR.,.proposes,to .installahree.permanent., a" <br /> soil vapor:sampling points (VP-1.,through VP-3) at the approximate locations shown on Figure 2. <br /> The vapor probes will be installed using 3-inch diameter hand auger. borings to a-depth_of <br /> approximately six feet.bgs. The contractor will`=coAect-.vapor samples_from-approximately 5'/2 <br /> feet below ground surface(bgs). Tygon® tubing will,be placed into each open boring with the <br /> tubing bottom at approximately_5% feet bgs.uA-6-incFilong-section_ of.9-inch-diameter, machine, <br /> slotted PVC (or.stainless`steel)rwill-extend from approximately.51/4 to 534#eetrbgs.�A filter pack <br /> co�sisting`of .#3 Monterey .Sand ,(or -the equivalent) will be placed in the annular space <br /> surrounding the entire screened"interval from:5'to-6 feet°bgs.., The sand pack;will`be covered <br /> with 1 foot of dry granular bentonite followed by hydrated�bentonite 1,foot-bgs'Each p be <br /> will then- be completed with cement and/or grout..from.•the top'of the-seal to_the.ground.surface� I f+ <br /> The tubing will be capped with a gas-tight cap (such as Swag elok®,cap) at�.the ground surface <br /> to prevent the potential for barometric pressure`fluctuations.to induce vapor transportbetween <br /> the subsurface and atmosphere. The excess length-of Tygon® tubing with the Swagelok® type <br /> valve will be-coiled up'ihi ide the well box. The probe will be secured in a watertight traffic-rated <br /> well box installed at grade. Atypical&aporprob.e.detail.-is included as Figure <br /> Soil Vapor Sample Collection <br /> Soil vapor sampling-1willrbe rperformed.,after,minirnUrn rtime.duration of one week, to allow the <br /> neat cement grout to cure, and to allow-the subsurface-vapor"concentrationsy.disturk�ec during <br /> installation,activities to.equilibrate. Vapor sampling willnot be scheduled until after a minimum <br /> of-five.consecutive precipitatiori-free days. If there are any landscaped areas-nea_ the'vapor� <br /> probes, the landscape irrigation will be turned off for five days prior to sampling. <br /> The sampling apparatus-fdrTO15-anal`sis will consisFof two-six liter-Summa-canisters-(one for <br /> vapor sample collection and:one for system purging}connected"via amanifold-f6 a vacuum <br /> gauge,,a 1/2-hour (100 to 200 ml/minute) flow regulator and a filter.-The sampling apparatus will <br /> be assembled-and'a leak check will be'performed_prior_to mobilization to the field. The leak <br /> check will be performed'by cl6sing the=system ai the down-hole side of the filter d-opening the <br /> valve`on:.the.purge Summa canister. -:If the negative vacuum pressureof 30 inches of.mercury <br /> (inft is.,maintained over a .fifteen,.minute period, the apparatus passes the leak crieck.-Once <br /> the sampling apparatus is"assembled in the field, Tygon® tubing ikill."be:attached to-thxe down- <br /> hole side_of the filter d connected to the Swagelok® type valve on'the soil vapor_sampling} <br /> probe T.he�apparatus will be_teak checked..again: Once�the apparatus`passes the..field.leak <br /> check, the system will;�be `purged of three system volumes-The purge time will be calculated by <br /> 4-6dding wthesvolume -of-the lerigtli�of=Tygon® .tubing-between the soil vapor probe and the <br /> Swagelok® type valve, the volume of the length of tubing between the Swagelok®.type.valve <br /> and the sampling apparatus, and the-volume 'of the_sampling--apparatus (minus-the:Summa <br /> canisters). This volume will be divided-by-the-flow-rate.of.200_ml/minute to derive the purge <br /> time.- <br /> After <br /> imer <br /> After the system purge, the soil vapor will be collected by closing the valve on thepurge-Summa' <br /> canister and opening the valve-onrthe-7samplirigT Summa canister. The sampling start time will <br /> be recorded-on,a,fieId-data-sheet wlsopropyI alcohol-(IPA)"ortheequivalent�will be used,as-a . <br /> 2186 SVI 8-07.doc SECOR International Incorporated <br />
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