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ARCHIVED REPORTS XR0011100
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ARCHIVED REPORTS XR0011100
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Last modified
9/5/2019 8:54:33 AM
Creation date
9/5/2019 8:37:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011100
RECORD_ID
PR0544806
PE
3528
FACILITY_ID
FA0000293
FACILITY_NAME
Pershing Holdings, Inc. DBA Esclon Arco
STREET_NUMBER
1329
STREET_NAME
ESCALON
STREET_TYPE
Ave
City
Escalon
Zip
95320
APN
22510003
CURRENT_STATUS
02
SITE_LOCATION
1329 Escalon Ave
P_LOCATION
06
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Geafo ica(7eclnics Inc. <br /> y <br /> Well Installation Report Page 4 <br /> City of Escalon <br /> Project No. 750.2 <br /> �••y January 30,2001 <br /> 2.2 Monitoring Well Installation <br /> 2.2.1 Groundwater Monitoring Wells <br /> To investigate the lateral extent of gasoline-range petroleum hydrocarbons in the <br /> groundwater at this site, GTI installed two water table groundwater monitoring wells (MW- <br /> 4 & MW-5). The boring, MW-4, was drilled north of the building, doowngradient of the <br /> former tanks. The boring for MW-5 was drilled north of MW-1 to prove ed definition in tH_aT <br /> To investigate the vertical extent of gasoline-range petroleum hydrocarbons in the <br /> groundwater at the site, GTI installed one, deep, discretely screened, monitoring well to a <br /> depth of 89-feet bgs. The boring, (MW-101) was installed east of MW-1 in the former tank <br /> pit. <br /> See Figure 2, Site Map for locations of the wells. <br /> The monitoring wells were constructed using 2-inch diameter PVC casing with flush <br /> r,. threads. The table below shows the construction details. The filter pack was surged during <br /> placement to insure maximum filter pack density. <br /> Well No. Dia./TD Screen lot San Pack Trans. Seat Grout Seal <br /> MWS.-. - <br /> - <br /> N4W_-7_0 $37 . _ . 86-5-99 T7 . . Pre-pack 8Y589' - 0-82.5" <br /> A surface seal was achieved by pumping a neat cement grout via a tremie tube (augmented <br /> with <4% bentonite) from the top of the Transition Seal to the surface. Weighted bentonite <br /> �' pellets (Pel-Plug) were used for the transition seals in MW-4 because there was a significant <br /> amount of water left in the borehole from trying to control the heaving sands. The same <br /> pellets were used for the transition seal in MW-101 because the transition seal was installed <br /> �., below the water table. <br /> Note: These pellets do contain ethanol and it has been observed to show up in laboratory <br /> testing. However, they are currently the best technology for installing transition seals below <br /> the water table. <br /> +- <br /> 3.0 RESULTS OF INVESTIGATION <br /> The analytical results and field observations are discussed below. Tabular summaries of all <br /> analytical data are included in Appendix A, and the boring logs are included in Appendix B. <br /> A site map with monitoring well locations is included as Figure 2. <br /> 3.1 Analytical Results <br /> Soil Sample Analysis <br /> In summary, none of the soil samples collected during this latest round of drilling showed <br /> �. �. the presence of contamination. <br /> Table 1 in Appendix A is a full summary of all soil analytical data collected at the site. <br />
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