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ARCHIVED REPORTS_XR0010838
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3500 - Local Oversight Program
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PR0545039
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ARCHIVED REPORTS_XR0010838
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Last modified
12/10/2019 1:32:24 PM
Creation date
12/10/2019 10:52:55 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010838
RECORD_ID
PR0545039
PE
3528
FACILITY_ID
FA0010186
FACILITY_NAME
DEL MONTE FOODS PLNT #33 - DISCO WH
STREET_NUMBER
110
Direction
N
STREET_NAME
FILBERT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15702009
CURRENT_STATUS
02
SITE_LOCATION
110 N FILBERT ST
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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.. k'q KLEINFELDER <br /> During the advancement of the boring, soil samples will be collected at five foot intervals for <br /> lithologic classification and qualitative field screening. Lithologic classification will be based on <br /> the Unified Soil Classification System (USCS). <br /> In accordance with PHS/EHD policies, at this time we propose to submit one (1) soil sample <br /> from every 15 feet (or change in lithology) and two (2) soil samples from the bottom of the <br /> vadose zone for quantitative chemical analyses from the soil boring. Currently, based on our <br /> experience, we anticipate groundwater in the vicinity of the project site to be present at a depth of <br /> approximately 80 feet bgs according to previous boring log date collected by CHZM Hill for Del <br /> Monte. <br /> After collection, the soil samples will be.labeled, logged on a chain-of-custody, and immediately <br /> stored in an iced cooler. The 2 soil samples will be submitted to Sequoia Analytical of <br /> Sacramento,California, (a State certified laboratory) and analyzed for the following analyses: <br /> • Total Petroleum Hydrocarbons-gasoline (TPH-g)by DHS LUFT <br /> • . Benzene, Toluene, Ethylbenzene, Xylene (BTEX)by EPA Method 8020 <br /> • 1,2 DCA by EPA Method 8260 <br /> • EDB by EPA Method 8260 <br /> • TBA by EPA Method 8260 <br /> 0 Oxygenates, MTBE, DIPE, ETBE, TAME by EPA Method 8260 <br /> The samples will be analyzed on a normal laboratory schedule requiring approximately two weeks <br /> (ten working days) for completion unless the optional rush analytical turnaround is requested by the <br /> client at an additional charge. <br /> Following completion of the drilling, a 2-inch diameter PVC well with a 10 foot long 0.020 inch <br /> slot screened interval will be installed in the soil boring. The well will be constructed as described <br /> in Appendix A. The well will be surveyed for well location and elevation above.mean sea level <br /> (msl) so that subsequent water level sounding data can be utilized in determining groundwater flow <br /> directions and gradient as described in Appendix A. <br /> 3.1.3 Monitoring Well Development <br /> At least forty-eight hours after installation, the new well will be developed to remove sediment- <br /> laden water and to increase the hydraulic radius of the well. Development will be performed as <br /> described in Appendix A. <br /> Water level measurement will be made in the well at the beginning of the development and prior to <br /> purging the well. The depth to groundwater will then be measured in the well according to the <br /> protocol described in Appendix.A. The depth to groundwater measurement will then be converted <br /> to relative groundwater elevation with respect to mean sea level or a local benchmark by subtracting <br /> f them from the surveyed casing elevation. The resulting groundwater elevation will be used to <br /> assess the direction of the groundwater gradient at the time of sampling. This information can then <br /> 12280.GLAC/ST03P010 Page 5 of 11 <br /> Copyright 2003,Kleinfelder,Inc. January 15,2003 <br />
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