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ARCHIVED REPORTS_XR0006819
Environmental Health - Public
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0545003
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ARCHIVED REPORTS_XR0006819
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Last modified
11/27/2019 11:48:20 AM
Creation date
11/27/2019 11:09:18 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006819
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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A Cambria geologist supervised the drilling and described encountered soils using the Unified Soil <br /> Classification System and Munsell Color chart Encountered lithology is described on the <br /> exploratory boring logs presented in Appendix A <br /> Soil samples were collected from the borings at five-foot intervals for lrthologic description, <br /> potential chemical analysis, and head-space analysis Soil samples from each interval were screened <br /> for the presence of organic vapors using a photo ionization detector (PID) PID readings are <br /> recorded on the boring logs <br /> Monitoring Well Installations: Borings MW-4 through MW-7 were completed as ground water <br /> monitoring wells constructed of 2-inch diameter threaded Schedule 40 PVC well casing Well screen <br /> was placed in the first encountered water-bearing zone from 35 to 55 fbg in each of the wells <br /> Well construction included the placement of filter pack sand across the screened interval and two <br /> feet above the top of the screen interval A two foot thick bentonite seal was placed above the <br /> sandpack followed by a cement-grout seal to grade The well was secured with a locking well plug and <br /> a vault box Well surface seals were inspected and approved by an SJCPHS representative Well <br /> completion details are presented in Table 1 and on the exploratory boring logs contained in <br />• Appendix A <br /> The elevations of the wells were surveyed by a licensed surveyor The top of casing and top of vault <br /> box elevations for the wells were surveyed to the nearest 0 01 foot relative to site datum <br /> Ground Water Sampling and Well Development: On October 10, 1997, Blaine Tech Services <br /> (Blaine) of San Jose, California developed Wells MW-4 through MW-7 by surging and pumping the <br /> wells Well development data are included in Blaine's Quarterly Monitoring Report presented in <br /> Appendix B <br /> Blaine measured water levels in Wells MW-1 through S-7 and VEW-2 and collected ground water <br /> samples from Wells MW-1 through MW-7 on October 9 and 10, 1997 Ground water samples were <br /> transported to *Sequoia Analytical of Redwood City, California, a state-certified environmental <br /> laboratory, for chemical analyses <br /> The samples were analyzed for Total Purgeable Petroleum Hydrocarbons calculated as gasoline <br /> (TPPH) according to EPA Method 8015 (Modified), benzene, toluene, ethylbenzene, and Xylenes <br /> (BTEX) and methyl-tertiary-butyl ether (MTBE) according to EPA Method 8020, and Oxygenates <br /> (ethanol, methanol, tertiary butanol, MTBE, DIPS, ETBE, and TAME) according to EPA Methods <br /> 374 3 <br />
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