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ARCHIVED REPORTS XR0012675
Environmental Health - Public
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0544638
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ARCHIVED REPORTS XR0012675
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Last modified
7/9/2019 3:41:34 PM
Creation date
7/9/2019 1:43:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012675
RECORD_ID
PR0544638
PE
3528
FACILITY_ID
FA0004027
FACILITY_NAME
HENDRIX FORK LIFT INC
STREET_NUMBER
103
Direction
N
STREET_NAME
E
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15318001
CURRENT_STATUS
02
SITE_LOCATION
103 N E ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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1 <br /> J. N. KLEINFELDER &ASSOCIATES <br /> File: 24-2045-2/29:795 <br /> December 31, 1986 <br /> Page 2 <br /> appear to be present. The locations of the underground storage tank and <br /> proposed soil borings are shown on Plate No, 2. The locations of the <br /> proposed soil boxings may have to be revised in the field depending on the <br /> locations of surface and underground obstructions.- <br /> The soil borings will be drilled using a truck mounted drill rig <br /> equipped with 6-inch or 8-inch hollow stem augers. During the drilling, <br /> an experienced environmental geologist will classify the subsurface soils, <br /> collect soil samples, and log the borelioles. <br /> To minimize cross--contamination all augers and associated equipment <br /> will be steam cleaned prior to the drilling of each borehole. The <br /> sampling equipment will be cleaned with a trisodium phosphate wash and a <br /> distilled water rinse prior to the collectica of each soil sample. <br /> .2 Soil Sampling Proc dur s <br /> t <br /> Soil samples will be collected for chemical analysis and to complete a <br /> lithologic log. Samples will be collected at five foot intervals starting <br /> at a depth of five feet below the ground surface down to just above the <br /> iground water table. <br /> Soil samples will be collected by advancing the boring to a point <br /> immediately above the sampling depth and then driving a Modified � <br /> California Sampler linea with three brass tubes into the undisturbed <br /> soil. The sampler will then be removed from the bottom of the boring and <br /> the bottom (third) tube sealed w?th aluminum foil and tight fitting <br /> plastic caps. The sealed tube will be immediately stored in at., iced <br /> cooler. At the end of drilling operations, select soil samples will be <br /> delivered under chain-of-custody to a state/EPA.certified laboratory. The = <br /> remaining soil samples will be retained in refrigerated storage for future <br /> reference or analysis. <br /> 3.3 Oualitative, Field5creening <br /> A Photovac TIP using a photoionization detector (PIA) will be used to <br /> screen each soil sample collected from the soil borings. The PID measures <br /> total' ionizable compounds in air in parts per million by volume (ppmv) in <br /> relation to P. select standard. The standard proposed ' for this <br /> investigation , will, be s 25 or 50 ppm benzene calibration gas. Calibration <br /> ------------- <br /> -be---Performed--- -- ------- <br /> __... __._.__.. will prior-to-rise-in the--field--The-PID-field screening of-- — -the soil samples should provide a qualitative indication of the presence . <br /> of petroleum hydrocarbons. Selection of soil samples to be submitted for <br /> chemical analysis will be based on . the PID results. The screening <br /> procedure will consist of scraping the top soil layer collected in the <br /> middle tube to expose fresh soil and scanning the vapors emitted from the <br /> soil. The vapor reading will be noted and evaluated aL-the completion of <br /> the field investigation to,• select samples for chemical analyses. <br /> Rationale for selection of soil samples and analytical parameters is S—�-F, <br /> presented in Section 4.0. !� n�i IL <br />
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