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ARCHIVED REPORTS_XR0012658
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545006
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ARCHIVED REPORTS_XR0012658
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Last modified
12/3/2019 4:32:19 PM
Creation date
12/3/2019 3:40:45 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012658
RECORD_ID
PR0545006
PE
3528
FACILITY_ID
FA0009753
FACILITY_NAME
STOCKTON COLD STORAGE
STREET_NUMBER
1320
Direction
W
STREET_NAME
WEBER
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
APN
14519013
CURRENT_STATUS
02
SITE_LOCATION
1320 W WEBER AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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' v W <br /> yL <br /> } WIIF Enviroru,-;-,Intal Consultants, Inc. <br /> scunpling Protocol <br /> Page.: 2 <br /> t <br /> The cuttings from the drilling operation will be containerized on-site during <br /> drilling for proper disposition. The proper method of disposal will be <br /> dependent upon results of laboratory analysisthis disposal will be the <br /> responsibility of the client unless other arrangements have been made. <br /> j Well Construction <br /> l All materials used in well construction will be thoroughly cleaned prior to <br /> introduction into the boring. A bentonite or cement and bentonite grout will be <br /> placed at the bottom of the boring as necessary. After the seal has been allowed <br /> to set long enough to support the weight of the casing, a 4-inch diameter well <br /> casing (stainless steel or PVC) with end cap and factory perforations for <br /> placement in the saturated zone (taking into account seasonal variation) will be <br /> placed in the boring. The screen and filter pack sizes will be as noted in the <br /> well construction drawing. The casing and end caps will be threaded or joined <br /> by stainless steel screws; 110 pVC cement will be used. The filter pack will <br /> extend two feet above the perforated zone. A bentonite seal 2- to 3-feet thick <br /> ve the <br /> lter <br /> will besu facee S al andfilterpack elevations1pfollowed <br /> oho change based on <br /> ment <br /> the the <br /> grout to the <br /> underlying geology (Figure 5). <br /> t Well Development and Sampling <br /> The well will be developed until the well water appears clear of sediment, or <br /> until an appropriate number of well volumes(based upon the judgement of the <br /> I responsible professional)have been evacuated. The water produced during well <br /> development will be containerized and left on-site in 55-gallon drums or other <br /> suitable containers for disposal as hazardous waste if deemed necessary upon <br /> onsiility of the 1 receipt of laboratory results. <br /> thave Disposal <br /> en will be <br /> The wells l wiibbe allowed tent <br /> unless other arrangements <br /> stabilize for twenty-four(24) hours prior to sampling. <br /> All soil and ground water samples will be properly labeled with date collected, <br /> project number, sample coordinator, and sample identification. Field records <br /> will document the above information and other significant data, such as names <br /> of on-site personnel, sampling methods, date and timc of sampling, the number <br /> fiber <br /> _ of well volumes removed before sampling, Preservatives added(if any), y <br /> filtration performed-on samples. - <br />
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