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SITE INFORMATION AND CORRESPONDENCE
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3500 - Local Oversight Program
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PR0544796
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
11/19/2024 10:19:51 AM
Creation date
9/3/2019 3:01:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0544796
PE
3528
FACILITY_ID
FA0009540
FACILITY_NAME
CALIF WELDING SUPPLY CO
STREET_NUMBER
1000
Direction
E
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
25016002
CURRENT_STATUS
02
SITE_LOCATION
1000 E ELEVENTH ST
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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`Wm. J. Hunter & Associates 2220 Loma vista Dr. <br /> Registered Geologists Sacramento, CA 95825 <br /> Petroleum&Mineral Appraisers. (916) 972-7941 <br /> FAX (916) 972-1683 <br /> REVISED WORKPLAN FOR <br /> SOIL & GROUNDWATER INVESTIGATION <br /> 1000 E. ELEVENTH STREET, TRACY, CA <br /> SITE CODE 2083 <br /> On February 8, 1996, we submitted a report covering the results <br /> of work performed at the above site in September, 1995, (excava- <br /> tion of contaminated soil, ), which included a workplan for placing <br /> up to seven push type soil probes around the site of the removed <br /> UST. 'Additional' locatioris"were also °included if necessary. <br /> We wish to modify that workplan as shown below; we have listed <br /> i the original wording with the changes following. <br /> Ia. ORIGINAL WORKPLAN - Mobilize properly licensed & insured <br /> "geoprobell type equipment capable of obtaining discrete soil and <br /> water samples for analysis . <br /> lb. REVISED - Mobilize Transglobal Environmental Geochemistry . <br /> strataprobe unit & mobile laboratory. <br /> 2a.. ORIGINAL WORKPLAN - Soil samples will; be taken at 51 & 10 ' <br /> below grade as directed by the geologist;;€'they will be -properly <br /> sealed, labeled &• preserved for laboratory analysis . Each cored <br /> interval will be screened with a field` calibrated PID meter & <br /> readings recorded. In the event that an onsite mobile laboratory <br /> is utilized, it, will not benecessaryto screen the samples since <br /> that can be done promptly & more efficiently in the lab. <br /> 2b. REVISED - Soil samples will be taken at 51 & 10 ' below grade; <br /> they will be promptly sealed and delivered directly to the onsite <br /> lab for analysis . <br /> i <br /> 3a. ORIGINAL WORKPLAN - .Upon reaching the capillary fringe, <br /> estimated to be between 101 -12 ' . bg1, a hydropunch-type tool will <br /> be driven into groundwater in order to collect sufficient volumes ' <br /> for laboratory analysis . Water samples will be placed in clean <br /> VOA' s, sealed, labeled, and preserved forklaboratory analysis . <br /> 3b. REVISED - Water samples will be .delivered directly- to the <br /> onsite lab for analysis . <br /> 4a. DRIGINAL WORKPLAN - Each probe hole will be thoroughly <br /> grouted with cement from bottom to the surface as directed by a <br /> representative of the San Joaquin County EHD. <br /> 4b. REVISED - No change. <br /> 5a. ORIGINAL WORKPLAN - Soil & water samples will be analyzed <br /> for BTEX (EPA 8020,-) TPH (EPA 8015M, ) & total lead (EPA 7420 . ) <br /> Analysis will be performed by a State Certified laboratory using <br /> appropriate detection limits . An onsite mobile laboratory may be <br /> used to perform. the analyses instead of 'transporting them to a <br /> 1 <br />
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