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WILLOW GLEN
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2900 - Site Mitigation Program
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PR0009025
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Last modified
5/19/2021 3:14:56 PM
Creation date
5/19/2021 12:31:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009025
PE
2960
FACILITY_ID
FA0004055
FACILITY_NAME
LATHROP GAS DEHYDRATOR
STREET_NUMBER
13751
Direction
S
STREET_NAME
WILLOW GLEN
STREET_TYPE
RD
City
STOCKTON
Zip
95206
APN
19105010
CURRENT_STATUS
01
SITE_LOCATION
13751 S WILLOW GLEN RD
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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r)4117 '95 11 :01 'D:PG- :Sciences FAX:510-866-F`5 PAGE 4 <br /> 04/17/86 10:01 V510 746 4232 GTis WC 11004 <br /> WENDY L COHEN <br /> '2' 10 April 1995 <br /> radiant One well will be uaaaM for JUrtho.gradient tacdng to datsrmiae whether the water table is <br /> induenctd by tidal impacts on the nearby 14frddlc Rivet. W&LAr levels in the test wall will be manitored <br /> evty IS minutes for a 24--horn period. Both t3►t soil and ground vrala samples win be analyud for total <br /> purgeable petroleum hydrocwtons(TPpM,total mtractsble hydrocarbons(TEAM and benzen*, <br /> toluene, ethylbenzene, and xylene(BTEX)by Standard methods. My comments on the workplait are <br /> outlined below. <br /> COANMNTS ON WORK PLAN <br /> Sail <br /> The soil boring and sampling program on page 4-3 of the work plea does not clearly state whether aA <br /> borings will be cored or only those which are selected for well installation,nor does the plan sort* <br /> whether coring will be continuous or at intervals(i.e., every five feel). Coring should be continuous <br /> unless otherwise justified. The program also does not explain the cit"for sample selection, other than <br /> that the samples will be collected at intervals"no areata than fivo feet." Above the water table, samples <br /> with the highcrt PID readings in each sampling interval should be selected for laboratory analysis. Below <br /> the water table, a screening method should be selectod which is cflkctive on wet cores. Coring and <br /> sampling should continue to u kast 1S feet bellow the water table to dexarrtine lithology, regardlesa of <br /> screening results, and beyond 15 feet below the water table if the results of screening show hydrocarbons. <br /> The work plan dons not adequatdy demonstrate that diethylens glycol, triethyleree glycol, and <br /> tetraethylene glycol, which have been previously detected in the reboiler unit condensate, do not break <br /> down into compounds fbr which thane are water quality objectives(.e., ethyiene glycol). Therefore,the <br /> sots samples proximate to the reboiiler unit should be tested for glycal compounds using high pmfunnance <br /> liquid chromatography(fULQ_ <br /> Additional borings are needed northwest and northeast of the reboiler art toward the site boundaries for <br /> Lateral representation of the extent of hydrocarbons in the soli. <br /> Gr"xd Water <br /> Since the lateral wamt of hydmcarbons in aha soil is not likely to be the same as in the ground water,weU <br /> locations ahould be selected based on gradient information, as well as soul analysis results. Water levels <br /> should therefore be measured, and gradient information updated, as each well is installed, so that the <br /> information may be used in selecting the location for the next well. <br /> Additional wells arc needed in the central part of the site, within approximately 50 feet of the reboiler <br /> unit, to gather ground water contamination level data for interim remedial design purposes. <br /> As requested in our 5 December 1994 letter and ace mpanying tme:morandum,ground water samples <br /> should be analyzed for glycol compounds using HPLC, and for semi-volatile organic compounds by <br /> standard methods. <br /> JDM:jdngtsb <br />
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