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ARCHIVED REPORTS_XR0012129
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0541875
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ARCHIVED REPORTS_XR0012129
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Last modified
3/17/2020 1:45:07 AM
Creation date
3/16/2020 2:48:40 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012129
RECORD_ID
PR0541875
PE
2960
FACILITY_ID
FA0024017
FACILITY_NAME
CHEVRON SITE 306415
STREET_NUMBER
437
Direction
E
STREET_NAME
MINER
STREET_TYPE
AVE
City
STOCKTON
Zip
95202
APN
1392417
CURRENT_STATUS
01
SITE_LOCATION
437 E MINER AVE
P_LOCATION
01
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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ARCADIS GERAGHTY&MILLER <br /> 4. INVESTIGATION METHODS <br /> 4.1 PERMITTING <br /> A well permit application was submitted and approved by the San Joaquin County <br />' Public Health Services,Environmental Health Division(PHS/EHD) A copy of the wellpermit <br /> is located in Appendix B In addition, an Encroachment Permit application was subnutted and <br /> ' approved by the City of Stockton Public Works Department for the installation of well NP-2 in <br /> the City of Stockton right-of-way A copy of the encroachment permit is also located in <br /> Appendix B Prior to installing groundwater monitoring wells NP-1 and NP-2, ARCADIS <br /> ' Geraghty & Nrller notified Underground Services Alert (USA) to confirm the presence or <br /> absence of underground utilities near the boring locations In addition, each borehole was <br /> hand-angered to approximately four feet below ground surface (bgs) to clear the location for <br /> unmarked lines or utilities <br /> ' <br /> 4.2 DRILLING AND SAMPLING <br /> ' 4 2 1 Monitoring Well Drilling and Installation Hollow-Stem Auger Method <br /> ' Drilling for wells NP-1 and NP-2 proceeded from ground surface to depths of <br /> ' approximately 119 and 123 ft bgs, respectively, using 8-inch, outside diameter, hollow-stem <br /> augers The SJCPHS had a representative in daily attendance during the drilling activities Soil <br /> ' samples were initially collected at 5-foot intervals using a split-spoon sampler until a depth of <br /> 50 feet bgs and then continuously until the total boring depth was reached The soil sampler <br /> ' was driven into the soil ahead of the augers providing a relatively slough-free 18-inch soil <br /> sample contained in 3 six-inch brass or stainless steel tubes The bottom sample tube was <br /> ' retailed for possible laboratory analysis by placing plastic end caps over the ends of the brass <br /> tubes, labeling it, and submitting the sample to the on-site mobile laboratory for possible <br /> analysis The sample in the middle and upper brass tubes was used to evaluate soil <br /> ' 13 <br />
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