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ARCHIVED REPORTS_XR0006282
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0517411
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ARCHIVED REPORTS_XR0006282
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Last modified
7/27/2020 1:08:13 PM
Creation date
7/27/2020 11:10:08 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006282
RECORD_ID
PR0517411
PE
2950
FACILITY_ID
FA0013411
FACILITY_NAME
PAYLESS SHOE STORE
STREET_NUMBER
1160
Direction
W
STREET_NAME
YOSEMITE
City
MANTECA
Zip
95337
APN
21902033
CURRENT_STATUS
01
SITE_LOCATION
1160 W YOSEMITE
P_LOCATION
04
QC Status
Approved
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LSauers
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EHD - Public
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C A M B R I A <br /> tertiary butyl ether, and tertiary butanol [TBA]), and lead <br /> scavengers (1, 2-dichloroethane and ethylene dibromide) by <br /> EPA Method 8260B Grab groundwater samples from bonngs <br /> B-1 through B-7 were also analyzed for methanol and ethanol <br /> Soil Disposal: Soil generated during field activities was stored onsite on, and <br /> covered with, plastic sheeting The soil stockpile was sampled <br /> and profiled for disposal (laboratory data in Appendix D) On <br /> June 8, 2004, Manley and Sons Trucking, Inc of Sacramento, <br /> California transported 2 55 tons of soil to Allied Waste <br /> Industries' Forward Landfill in Manteca, California for disposal <br /> Well Materials The monitoring wells were constructed using 2-inch diameter, <br /> Schedule 40 PVC casing with a 0 020-inch screen slot size and <br /> Monterey #2112 sand-pack Well construction details are <br /> presented on Table 1 and on the logs in Appendix B <br /> . Screened Intervals• The screened intervals for wells MW-1 through MW-5 extend <br /> from 15 to 35 fbg <br /> Well Development/Sampling: Blame gauged and developed the new wells on June 4, 2004 <br /> All sit wells were then gauged, purged, and sampled on <br /> June 2004 Blaine's groundwater monitoring and well <br /> development report is presented in Appendix C <br /> Wellhead Survey• Virgil Chavez Land Surveying (licensed land surveyor <br /> No 6323) of Vallejo, California surveyed the top of casing <br /> elevations for wells MW-1 through MW-5 relative to mean sea <br /> levelandsurveyed the wells' latitude and longitude on <br /> June Ar, 2004 (Appendix E) <br /> s 11\15N� <br /> Groundwater Flow Direction: Cambria prepared a groundwater contour map using the water <br /> level measurement data collected on June 22, 2004 from the site <br /> wells (Figure 3) Groundwater flow direction is generally <br /> towards the east at an approximate hydraulic gradient of 0 01 <br /> Groundwater Elevations: Static groundwater elevations gauged on June 22, 2004 ranged <br /> . from 5 62 to 6 20 feet above mean sea level <br /> 1660 4 <br />
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