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ARCHIVED REPORTS XR0000800
Environmental Health - Public
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EHD Program Facility Records by Street Name
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16470
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3500 - Local Oversight Program
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PR0544155
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ARCHIVED REPORTS XR0000800
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Last modified
2/15/2019 4:19:28 PM
Creation date
2/15/2019 2:33:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000800
RECORD_ID
PR0544155
PE
3526
FACILITY_ID
FA0000185
FACILITY_NAME
CITY GAS & LIQUOR
STREET_NUMBER
16470
STREET_NAME
CAMBRIDGE
STREET_TYPE
ST
City
LATHROP
Zip
95330
APN
19643032
CURRENT_STATUS
02
SITE_LOCATION
16470 CAMBRIDGE ST
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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ATTACHMENT A <br /> FIELD AND LABORATORY PROCEDURES <br /> Exploratory Drilling <br /> The soil borings for well installations will be drilled using 8-inch hollow-stem auger drilling <br /> equipment to depths of approximately 28 feet below ground surface (bgs) (MW-1 through <br /> MW-4) Borings will be logged by a Pacific Environmental Group, Inc geologist using the <br /> Unified Soil Classification System and standard geologic techniques Soil samples will be <br /> collected at 5-foot depth intervals using a California-modified split-spoon sampler The <br /> sampler will be driven a maximum of 18 inches using a 140-pound hammer with a 30-inch <br /> drop All soil samples for chemical analysis will be retained in brass liners, capped with <br /> Teflon squares and plastic end caps, and sealed in ZiplockT"'-style bags The samples will be <br /> • placed on ice for transport to the laboratory accompanied by chain-of-custody docu- <br /> mentation All down-hole drilling and sampling equipment will be steam-cleaned following <br /> the completion of the soil boring Down-hole sampling equipment will be washed in a tri- <br /> sodium phosphate or alconox solution between samples <br /> Geoprobe® Procedures <br /> The GeoprobeO boring will be advanced using a direct-push, hydraulic and percussion drive- <br /> point sampling system This will involve the driving of a one-inch O D screen point sampler <br /> to deep groundwater (expected to be approximately 39 feet bgs) Once to depth, the sampler <br /> case will be retracted a distance corresponding to the length of an enclosed 112 inch x 18 inch <br /> stainless steel screen This disengages an expendable point and allows the slotted screen to <br /> extend into the open borehole The water is then allowed to enter the sampler through the <br /> screen for collection <br /> Groundwater will be collected from the boring using a mini-bailer, lowered to the screened <br /> interval through the hollow drive tube The collected water samples will be submitted to a <br /> California State-certified laboratory for analysis <br /> 911-00 5 18/WRKPLN DOC A-1 June 10, 1998 <br />
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