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PR0545309
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
2/11/2020 10:55:29 PM
Creation date
2/11/2020 9:10:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0545309
PE
3528
FACILITY_ID
FA0010339
FACILITY_NAME
H&H ENGINEERING CONST INC
STREET_NUMBER
212
STREET_NAME
INDUSTRIAL
STREET_TYPE
DR
City
STOCKTON
Zip
95206-3920
APN
17728019
CURRENT_STATUS
02
SITE_LOCATION
212 INDUSTRIAL DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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E)1/28/11398 09:21 9165642222 KRAZAN SACRAMENTO PAGE 03 <br /> Project No. 034-97252 <br /> Page No. 2 <br /> Accordingly, Union Bank of California required additional investigation consisting of one exploratory <br /> boring and the collection of soil samples for analysis. <br /> Krazan and Associates advanced two soil borings within the area of the former UST at the site on <br /> January 14, 1998. Analytical testing on a soil sample obtained from a depth of 20 feet in one of these <br /> borings revealed detectible concentrations of total petroleum hydrocarbons as gasoline as well as benzene, <br /> ethyl benzene, and xylenes. Although the detected concentrations of these constituents are relatively low, <br /> the horizontal and vertical extent of impacted soils is unknown- <br /> SCOPE-OF <br /> nknown_S OPEOF WORK <br /> In order to characterize the horizontal and vertical extent of soil contamination at the site, it is <br /> proposed to advance and collect soil samples from four direct push Geoprobe soil borings in the area of <br /> the former UST. The locations of the proposed soil direct push borings are shown on the attached Site <br /> Map. The borings would be advanced to a maximum depth of 30 feet below surface grade(bsg). Soil <br /> samples would be collected at five foot intervals and would be field screened for visual and olfactory <br /> evidences of petroleum hydrocarbons as well as field screened with a photoionization. detector (PID)_ <br /> Based upon field screening results, up to three soil samples per boring would be submitted to a State- <br /> certified laboratory for chemical analysis. One of the direct push borings may be extended to the <br /> groundwater table (expected to be present at an approximate depth of 40 feet) for collection of a <br /> groundwater sample if the encountered conditions so warrant. <br /> Each submitted sample would be tested total petroleum hydrocarbons as gasoline(TPH-g)as well <br /> as benzene, toluene, ethyl benzene, and xylenes(BTEX)by EPA Methods 8015M/8020M. <br /> During drilling activities, soil samples would be screened periodically with a photo-ionization <br /> detector (PID). Soil samples would be examined by the field geologist for definition of site Mology_ <br /> Field activities would be conducted in Level D personal protective equipment. Field work would be <br /> conducted by personnel who meet United States Occupational Safety and Health Administration <br /> requirements for hazardous waste work including 40 hour health and safety training and medical <br /> monitoring. Drilling and sampling equipment would be decontaminated prior to use in order to reduce the <br /> chances of cross-contamination. In accord with County requirements, the borings would be backfilled with <br /> neat cement grout- <br /> Following completion of the site investigation activities, all data would be analyzed, and a report <br /> detailing the purpose, scope, and methodologies associated with our services would be prepared. The <br /> KRAZAN&ASSOCIATES,INC. <br /> Qfflces Serving the Western United Stabs <br /> 3a97Z52.w1?L <br />
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