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ARCHIVED REPORTS XR0001032
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3500 - Local Oversight Program
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PR0544236
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ARCHIVED REPORTS XR0001032
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Entry Properties
Last modified
3/6/2019 7:59:52 PM
Creation date
3/6/2019 4:12:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001032
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
Tags
EHD - Public
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1 Coolo xa Tecfu,r Inc 0 Page 2 <br /> Mooring Well Installation Work Plan <br /> 16 J M Equipment Co <br /> Project No 507 2 <br /> November 6,2000 <br />' to Geo Corp Apparently the tanks were installed during the time Quimby operated a John <br /> Deere facility and J M Equipment continued to operate them until they were removed <br />' In April, 1999, responsibility for the adjacent independent trucking facility monitoring wells <br /> MW-1, MW-2, MW-3, MW-8 and MW-9 were transferred to J M Equipment GTI also <br /> completed site investigation work which included the installation of three additional <br />' monitoring wells, two hand borings to 15 feet below grade surface (bgs), three soil borings <br /> advanced to 30 feet bgs, and one deep boring to 70 feet bgs The three new wells, MW-4 <br /> through MW-6, and five existing wells have been monitored quarterly since January 2000 <br /> The data indicates that a significant gasoline plume is present in groundwater at the site <br /> 2 0 PROPOSED INVESTIGATION <br /> The purpose of this investigation is to further define the lateral extent of soil and ground <br /> water impacted with gasoline range petroleum hydrocarbons To accomplish this goal, <br /> Geological Technics Inc proposes to install two water table monitoring wells, one deep <br />' monitoring well, and one soil boring <br /> Water Table Monitoring Wells <br /> The water table wells will be installed to a depth of±30 feet below grade, and will be named <br /> MW-10 and MW-11 MW-10 will be located approximately 150 feet northwest of the <br /> former UST field, while MW-11 will be located 200 feet southwest of the former UST field <br /> Deep Monitoring Well <br /> The deep monitoring well will be designated MW-109 and placed near the former UST, in <br /> the area of the highest levels of contamination detected in the investigation (soil boring SB- <br /> 109, well MW-9) The well will be installed with a short-screened interval (2 5 — 5 feet) at a <br /> depth at least ten feet below the lowest depth of detected soil contamination +80 feet The <br /> soils at the site are predominantly clays It is proposed that the well screen be installed in a <br /> ' silt or sand layer If a silt or sand layer 1s not found, then the well may need to be installed <br /> into the clay, which means that a ten-foot screen may be necessary to ensure adequate <br /> recharge for purging and sampling <br /> r Borehole <br /> A single soil boring, SB-6, will be located approximately 100 feet west of the former UST <br /> field The boring will be advanced to approximately 35 feet bgs and is intended to further <br /> ' define the lateral extent of the soil plume Refer to Figure 2 Site Map for boring/well <br /> locations <br /> ' 2.1 Monitoring Well Installation <br /> The three new monitoring well boreholes will be drilled using an 8-inch outside diameter <br /> continuous flight hollow stem auger owned and operated by V&W Drilling (C57# 720904) <br /> ' The expected depth to ground water is approximately 13 to 15 feet below ground surface, <br /> based on data from the last three quarterly monitoring events <br /> Monitoring well permits will be secured as necessary and the local regulatory agency will be <br /> notified 48 hours prior to commencing work The subsurface will be cleared of underground <br /> utilities by notifying Underground Service Alert See Figure 3 for monitoring well <br /> ' schematics <br />
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