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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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WENDY L. COHEN -2- 10 April 1995 <br /> gradient. One well will be selected for further gradient testing to determine whether the water table is <br /> influenced by tidal impacts on the nearby Middle River. Water levels in the test well will be monitored <br /> every 15 minutes for a 24-hour period. Both the soil and ground water samples will be analyzed for total <br /> purgeable petroleum hydrocarbons (TPPM, total extractable hydrocarbons(TEPH), and benzene, <br /> toluene, ethylbenzene, and xylene (BTEX)by standard methods. My comments on the work plan are <br /> outlined below. <br /> COMMENTS ON WORK PLAN <br /> Soil <br /> The soil boring and sampling program on page 4-3 of the work plan does not clearly state whether all <br /> borings will be cored or only those which are selected for well installation, nor does the plan state <br /> whether coring will be continuous or at intervals (i.e., every five feet). Coring should be continuous <br /> unless otherwise justified. The program also does not explain the criteria for sample selection, other than <br /> that the samples will be collected at intervals"no greater than five feet." Above the water table, samples <br /> with the highest PID readings in each sampling interval should be selected for laboratory analysis. Below <br /> the water table, a screening method should be selected which is effective on wet cores. Coring and <br /> sampling should continue to at least 15 feet below the water table to determine lithology, regardless of <br /> screening results, and beyond 15 feet below the water table if the results of screening show hydrocarbons. <br /> The work plan does not adequately demonstrate that diethylene glycol, triethylene glycol, and <br /> tetraethylene glycol, which have been previously detected in the reboiler unit condensate, do not break <br /> down into compounds for which there are water quality objectives (i.e., ethylene glycol). Therefore, the <br /> soil samples proximate to the reboiler unit should be tested for glycol compounds using high performance <br /> liquid chromatography (HPLC). <br /> Additional borings are needed northwest and northeast of the reboiler area toward the site boundaries for <br /> lateral representation of the extent of hydrocarbons in the soil. <br /> Ground Water <br /> Since the lateral extent of hydrocarbons in the soil is not likely to be the same as in the ground water, well <br /> locations should be selected based on gradient information, as well as soil 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 are 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 accompanying memorandum, ground water samples <br /> should be analyzed for glycol compounds using HPLC, and for semi-volatile organic compounds by <br /> standard methods. <br /> 7DM:jdmAsb <br />
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