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ARCHIVED REPORTS XR0000784
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544155
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ARCHIVED REPORTS XR0000784
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Last modified
2/15/2019 4:14:02 PM
Creation date
2/15/2019 2:24:56 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000784
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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WNg
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EHD - Public
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�s <br /> ATTACHMENT A <br /> FIELD AND LABORATORY PROCEDURES <br /> Exploratory Drilling <br /> The soil borings for well installation were drilled using 8-inch hollow-stem auger drilling <br /> equipment to a depth of approximately 25-feet below ground surface (bgs) The borings were <br /> logged by an IT Corporation geologist using the Unified Soil Classilication System and stan- <br /> dard geologic techniques Soil samples for logging were collected at 5-foot depth intervals <br /> using a California-modified split-spoon sampler The sampler was driven a maximum of <br /> 18 inches using a 140-pound hammer with a 30-inch drop All soil samples for chemical <br /> analysis were retained in brass liners, capped with Teflon squares and plastic end caps, and <br /> sealed in clean zip-lock bags The samples were placed on ice for transport to the laboratory <br /> accompanied by chain-of-custody documentation All down-hole drilling and sampling <br /> equipment was steam-cleaned following the completion of each soil bormg Down-hole <br /> sampling equipment was washed in a tri-sodium phosphate or alconox solution between <br /> samples <br /> . Groundwater Monitoring Well Installation <br /> The borings were converted to groundwater monitoring wells by mstalhng 2-inch diameter, <br /> flush-threaded, Schedule 40 PVC casing with 0 020-meb factory-slotted screen <br /> Approximately 20-feet of screen was used in well construction and was placed approximately <br /> 5 feet above to 15 feet below first encountered groundwater A RMC#3 sand pack, or <br /> equivalent, was placed in the annular space across the entire screened interval, and was extend <br /> approximately 2 feet above the top of the screen for the well A one-foot bentonite transition <br /> seal was placed atop the sand pack, and a Portland cement seal vas extended one-foot from <br /> the bentonite transition seal to the ground surface The seal was emplaced through the center <br /> of the hollow-stem augers by pouring Portland cement trom the ground surface The boring <br /> logs show well construction details The groundwater monitoring wells were developed after <br /> completion The development procedure consisted of pumping or bailing water from the well <br /> until the water was visibly clear, the well went dry, or until a maximum of ten casing volumes <br /> was removed <br />
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