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ARCHIVED REPORTS_XR0006794
Environmental Health - Public
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EHD Program Facility Records by Street Name
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PACIFIC
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6131
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3500 - Local Oversight Program
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PR0545003
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ARCHIVED REPORTS_XR0006794
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Last modified
11/27/2019 11:34:13 AM
Creation date
11/27/2019 11:03:57 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006794
RECORD_ID
PR0545003
PE
3526
FACILITY_ID
FA0002324
FACILITY_NAME
Pacific Service Station
STREET_NUMBER
6131
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
09746418
CURRENT_STATUS
02
SITE_LOCATION
6131 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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� CAMBRIA <br /> Groundwater Analyses Groundwater samples were analyzed for TPHg, BTEX, MTBE, <br /> fuel oxygenates (MTBE, TAME, TBA, DIPE, and ETBE) by <br /> EPA Method 8260B <br /> Soil Disposal• Approximately 178 tons of soil were generated during field <br /> activities, temporarily stored onsite, and covered with plastic <br /> sheeting The soil stockpile was sampled and profiled for <br /> disposal (laboratory data in Appendix E) On <br /> November 20, 2001, Manley and Sons Trucking, Inc of <br /> Sacramento, California transported the soil to Allied Waste <br /> ' 4 Industries' Forward Landfill in Manteca, California for disposal <br /> Well Materials Wells MW-10 and MW-11 are constructed using two-inch <br /> diameter, Schedule 40 PVC casing with a screen slot size of <br /> 0 020-inch and#2/12 Monterey sand <br /> Screened Interval• Well MW-10 is screened from 30 to 45 fbg, and well MW-11 is <br /> screened from 25 to 45 fbg Monitoring well construction <br /> details are presented on Table 1 and on the exploratory boring <br /> logs (Appendix C) <br /> Well Development/Sampling Blaine developed and purged the new wells on <br /> December 7, 2001 Blaine developed the wells using surge <br /> block agitation and pump evacuation Blaine sampled the new <br /> wells and the existing site wells on December 10, 2001 <br /> Blaine's field sheets, documenting the development and <br /> sampling events, are included in Appendix D <br /> Wellhead Survey Virgil Chavez Land Surveying of Vallejo, California surveyed <br /> the top of casing elevations for all site wells relative to mean sea <br /> level on November 30, 2001 (Appendix F) <br /> Groundwater Flow Direction Cambria prepared a groundwater contour map using the water <br /> level measurement data from wells MW-1 through MW-7, <br /> MW-10, and MW-11 collected on December 10, 2001 <br /> (Figure 3) Groundwater flow direction is easterly this quarter <br /> • with an approximate hydraulic gradient of 0 003 <br /> 0854 5 <br />
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