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ARCHIVED REPORTS_XR0009062
Environmental Health - Public
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EHD Program Facility Records by Street Name
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UNION
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3500 - Local Oversight Program
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PR0545776
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ARCHIVED REPORTS_XR0009062
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Last modified
6/1/2020 11:45:22 AM
Creation date
6/1/2020 11:39:05 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009062
RECORD_ID
PR0545776
PE
3528
FACILITY_ID
FA0002231
FACILITY_NAME
JACK FROST ICE SERVICE
STREET_NUMBER
425
Direction
N
STREET_NAME
UNION
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15112003
CURRENT_STATUS
02
SITE_LOCATION
425 N UNION ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Union Ice Company, 425 North Union Street, Stockton, California <br /> Phase II Additional Site Assessment, Installation of Sept 9, 1993 <br /> Monitoring Wells and Quarterly Groundwater Report Page. 3 <br /> 1 <br />' pertinent soil or bedrock characteristics, and any evidence of contamination were noted <br /> All water-bearing zones and the depths at which they were encountered were noted on <br /> these logs <br /> The cuttings from the drilling operation will be containerized on-site during g drillin for <br /> proper disposition The proper method of disposal will be dependent upon results of <br /> laboratory analysis This disposal will be the responsibility of the client unless other <br /> arrangements have been made <br /> 3.2 Well Construction <br /> tAll materials used in well construction were thoroughly cleaned prior to introduction into <br /> the boring A 2-inch diameter well casing (PVC) with an end cap and factory <br /> perforations for placement in the saturated zone was placed in the boring The screen and <br /> filter pack sizes, as well as any well construction details, are noted on the Boring Log <br /> header for each well (Appendix F) The casing and end caps were threaded or,joined by <br /> stainless steel screws, no PVC cement was used The filter pack extends two feet above <br /> the perforated zone A bentonite clay seal, 2 to 3-feet thick, was placed in the annular <br /> space above the filter pack followed by a cement grout to the surface <br /> I <br /> 3.3 Well Development and Sampling <br /> The wells were developed until the well water appeared clear of sediment, or until an <br /> appropriate number of well volumes (based upon the judgment of the responsible <br /> r professional) had been evacuated The water produced during well development was <br /> 1 containerized and left on-site in 55-gallon drums for disposal as hazardous waste if <br /> deemed necessary upon receipt of laboratory results Disposal will be the responsibility of <br /> the client unless other arrangements have been made The wells were allowed to stabilize <br /> for twenty-four(24) hours prior to sampling <br /> All soil and groundwater samples were properly labeled with date collected, project <br /> namelnumber, sample coordinator and sample identification Field records document the <br /> above information and other significant data, such as, names of on-site personnel, <br /> sampling methods, date and time of sampling, the number of well volumes removed before <br /> sampling, preservatives added (if any) and any filtration performed on samples (Appendix <br /> I) The samples were refrigerated immediately for delivery to the laboratory and were <br /> under no circumstances opened by anyone other than laboratory personnel Cham-of- <br /> Custody records were maintained at all tunes (Appendices A-E) <br />
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