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ARCHIVED REPORTS XR0001028
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3500 - Local Oversight Program
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PR0544236
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ARCHIVED REPORTS XR0001028
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Entry Properties
Last modified
3/6/2019 8:03:24 PM
Creation date
3/6/2019 4:11:48 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001028
RECORD_ID
PR0544236
PE
3526
FACILITY_ID
FA0024238
FACILITY_NAME
JM EQUIPMENT COMPANY
STREET_NUMBER
1245
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323034
CURRENT_STATUS
02
SITE_LOCATION
1245 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
Scanner
WNg
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EHD - Public
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' lo tcdTecFintcs Inc <br /> �eog Page 4 <br /> Soli & Groundwater Inveghgation Report <br /> J M Equipment <br /> Project No 507 2 <br /> July 5, 2001 <br /> ' 2.2 Monitoring Well Installation <br /> ' To investigate the lateral definition of gasoline range petroleum hydrocarbons in the <br /> groundwater at this site, GTI installed two water table monitoring wells One well was <br /> placed to the northwest (MW-10) and one was placed southwest (MW-7) of the former UST <br /> (Figure 2, Site Map) A deep well, MW-109, was placed in the location of the former UST <br /> ' to define the vertical extent of the groundwater plume The new wells and existing wells <br /> construction details are illustrated below <br /> i _NVe_WNo—. _D`ia7T1F Screen slot Sand Packraps. rout ea <br /> Seal <br /> W-2On file SJC PHS/ EHD <br /> �I --2"/3-5— 1 - 2 —sand–f-17. I A-3 - <br /> YAW-5__2"733 35 0-02-G"— 93 san <br /> 735 —1�3 0" san T3-35' <br /> -7 —2'73U"--- �3f3'- - 020s�-8- - <br /> 0" 2-II2�-sem-1 =33' - <br /> -9 <br /> 23� <br /> 02_W" <br /> As 11leawred on may 15,200 1 <br /> The monitoring wells were constructed using 2 0-inch diametei PVC casing with flush <br /> ' threads The screened intervals extended from the water table to twenty feet below the <br /> water table Groundwater was encountered at approximately 13 5 feet bgs A #3 sand filter <br /> pack suriounded and extended two feet above the 0 020 inch screened interval and was <br /> topped by a two foot bentonite chip transition seal installed on top of the filter pack and <br /> hydrated A surface seal was achieved by pouring a neat cement grout on top of the <br /> transition seal The wells were secured with locking watertight caps encased in flush <br /> mounted traffic rated well boxes <br /> On May 29, 2001, Don Light of Del Tech mobilized to the site to develop the new <br /> monitoring wells (using mechanical surging and pumping methods) until a cleat stream of <br />' water was obtained All development and purge water was containerized in 55-gallon DOT <br /> approved containers and stored on site until its disposition can be arranged <br /> The-results of the groundwater analyses will be presented in a quarterly monitoring report <br />' for the 2°d Quarter, 2001 (June) event <br /> 3.0 RESULTS OF INVESTIGATION <br /> The geology as it relates to the analytical data is discussed in the conclusion section below <br /> Table l in Appendix A contains a full summary of the soil analytical data and the laboratory <br /> data sheets are included in Appendix C Appendix D contains the geophysical parameter <br /> analytical results A site map with soil boring and monitoring well locations is included as <br /> Figure 2 <br />
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