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ARCHIVED REPORTS_XR0006386
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545915
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ARCHIVED REPORTS_XR0006386
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Entry Properties
Last modified
9/29/2020 10:26:37 PM
Creation date
8/4/2020 2:36:06 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006386
RECORD_ID
PR0545915
PE
3528
FACILITY_ID
FA0025964
FACILITY_NAME
CONRADY PROPERTY
STREET_NUMBER
1002
Direction
N
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
1002 N YOSEMITE AVE
QC Status
Approved
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LSauers
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EHD - Public
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i <br /> 16CLEARWATER <br /> G R o U P, I N C <br /> 2.0 FIELD ACTIVITIES <br /> ' Prior to commencement of field work, all on-site personnel attended a health and <br /> safety meeting and signed the Clearwater Site Safety Plan presented in Appendix A <br /> 2.1 Soil Boring Advancement Using CPT Equipment <br /> ' On September 18, 1995 a soil boring (CPTB-7, shown in Figure 2) was advanced into <br /> the saturated zone using CPT equipment. The CPT rig was used for the purpose of <br /> obtaining discrete soil samples while minimizing the potential for cross- <br /> contamination from shallow groundwater. The scope of work did not include <br /> obtaining water samples from deeper zones, the objective of sampling deeper soil <br /> was stated in the PHS letter dated June 14, 1995 and in the Revised Workplan for the <br /> ' Conrady Property <br /> The weight of the CPT rig (approximately 20 tons) is used as a reaction to advance <br /> the soil sampler with a hydraulic ram, located in the center of the truck Soil <br /> sampling was accomplished by pushing 1.75-inch-diameter steel rods with a cone- <br /> shaped tip to the desired sampling depth At that depth, the rods and the cone were <br /> retracted inside the sampling barrel and the barrel, lined with three six-inch-long <br /> stainless steel sample tubes, was pushed through the desired sample interval. Soil <br /> samples were collected at approximately five-foot intervals between the'depths of 42 <br /> and 80 feet bgs I <br /> Portions of each soil sample were sealed in a plastic bag and screened in the field for <br /> organic vapors using a Sensidyne® model flame ionization detector (FID) During <br /> drilling, soil samples were described and classified by a Clearwater geologist <br /> G according to the visual methods of the Unified Soil Classification System (ASTM <br /> D2488-93). Sample locations, soil descriptions and FID readings are shown on the <br /> boring logs presented in Appendix B <br /> When recovered at the surface, the sample tubes were sealed using Teflon sheets <br /> and plastic caps and submitted to the laboratory for chemical analyses Laboratory <br /> samples were documented on a chain of custody form and p1`aced in a 'cooler,for <br /> Iit {I I I itI' <br /> j shipment to American Environmental Network (AEN), I a ,state-certified <br /> I i ; environmental laboratorylocated in Pleasant Hill, ,California Tl1e,samples I collected <br /> � i I I ii1 I i <br /> by the,CPT�rYg were, analyzed for'totaI petroleum�hyldroclarb'ons as gasoline (TPHg) I <br /> III by modified EPA Method 8015, grid benzene, toluene,;ethylbenzene, and,x lenes�!l;l I <br /> It (BTEX) with`methyl-tern butyl ether (MTBVby modified EPA Method 8020 'At the <br /> II t rl i li l ''; I II Itl 411 <br /> I I ,� I•�i I I ,I <br /> bibil PAR/3Q/PILOT II 3 <br /> I I' <br /> E-IIII I il <br /> u'4i`�i Idl lil IA� I Dial lIli1l II,N+I llllq vt�Ilt11�°I I14ftIIEII{ II III'i11 I''G'y`�i It ll 'It I 'i , I i1u Ili Itldl II``I'I 11111 i ! <br /> I <br /> c <br />
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