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Environmental Health - Public
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3500 - Local Oversight Program
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PR0545263
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
2/3/2020 12:09:10 PM
Creation date
2/3/2020 10:38:14 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0545263
PE
3528
FACILITY_ID
FA0005108
FACILITY_NAME
EGGIMANS HYDRAULIC GARAGE
STREET_NUMBER
1112
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15102101
CURRENT_STATUS
02
SITE_LOCATION
1112 E HARDING WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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r � <br /> ANDY EGGIMAN <br /> 1112 E. Harding Way. <br /> Page 2 of 3 <br /> generally higher concentrations of the analytes of concern were encountered <br /> during the April 2002 ground water monitoring event according to preliminary <br /> results faxed or verbally communicated to EHD. To date, MTBE has been <br /> detected at concentrations as high as 170 micrograms per liter (µg/1), TPH-g at <br /> 3,400 µg/I, benzene at 17 µg/1, and 1,2-DCA at 99 pg/I. <br /> To complete delineation of the vertical extent of impacted ground water, ATC <br /> proposes advancing a CPT boring through the first significant clay unit into the <br /> underlying coarse-grained unit and obtaining a grab ground water sample from <br /> the coarse-grained unit utilizing a geoprobe sampling rig. ATC anticipates the <br /> boring will be advanced to 100 feet bsg, but will go deeper if a significant clay <br /> unit has not been encountered by that depth. <br /> To complete the lateral delineation of impacted ground water and further refine <br /> the impacted soil model, -ATC proposes to advance 5 outlying soil borings <br /> utilizing hollow-stem auger drilling to collect soil samples at 5-foot intervals and to <br /> utilize a geoprobe to collect grab ground water samples from total depth <br /> (approximately 55 feet bsg). At least one soil boring, unspecified as to which, is <br /> proposed for completion as a ground water monitoring well, with other borings <br /> also converted to ground water monitoring wells if petroleum hydrocarbons have <br /> obviously impacted the sampled media. <br /> Pending procurement of an access agreement, ATC will sample the water well at <br /> the northeast corner of the state hospital, approximately 800 feet west of the <br /> subject site, for laboratory analysis as previously requested by EHD. <br /> Ground water samples and selected soil samples will be analyzed for TPH-g, <br /> BTEX and fuel oxygenates. <br /> EHD approves the work plan with the following comments: <br /> • Due to the reported geoprobe refusals on the site at depths ranging from <br /> 16 to 30 feet bsg, the technology employed to advance the proposed <br /> borings (CPT, hollow-stem augers) should also be utilized to collect <br /> ground water samples. <br /> • One of the proposed borings north of MW-2 would appear to be the most <br /> favorable to convert to a monitoring well if the boring is located in the most <br /> down-gradient position relative to MW-2. If a proposed boring is relocated <br /> to be in the most down-gradient location, the adjoining proposed boring <br /> locations should be adjusted to maintain the coverage spread shown in <br /> the work plan. <br /> • All sample analyses should include 1,2-DCA and ethylene dibromide <br /> (EDB). Please report and quantify all peaks encountered during laboratory <br /> analysis. <br /> r <br />
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