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ARCHIVED REPORTS_XR0007080
Environmental Health - Public
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EHD Program Facility Records by Street Name
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PERSHING
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4444
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2900 - Site Mitigation Program
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PR0540885
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ARCHIVED REPORTS_XR0007080
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Last modified
4/10/2020 4:27:56 PM
Creation date
4/10/2020 3:08:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007080
RECORD_ID
PR0540885
PE
2960
FACILITY_ID
FA0023381
FACILITY_NAME
FORMER EXXON SERVICE STATION NO 73942
STREET_NUMBER
4444
Direction
N
STREET_NAME
PERSHING
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
11022017
CURRENT_STATUS
01
SITE_LOCATION
4444 N PERSHING AVE
P_LOCATION
01
QC Status
Approved
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EHD - Public
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PROTOCOLS FOR EXPLORATORY BOREHOLE DRILLING <br /> AND INJECTION POINT INSTALLATION <br /> SUBSURFACE CLEARANCE SURVEY PROCEDURES <br />' Prior to drilling, the proposed locations of borings are marked with white paint Underground <br /> Service Alert (USA) is contacted prior to subsurface activities and a "ticket" is issued for the <br /> investigation USA members mark underground utilities in the delineated areas using standard color <br /> code identifiers <br /> Once USA has marked the site, all proposed borehole locations are investigated by subsurface <br /> clearance surveys to identify possible buried hazards(pipelines,drums,tanks) Subsurface clearance <br /> surveys use several geophysical methods to locate shallow buried man-made objects The <br /> geophysical methods include electromagnetic induction (ENM profiling, ground penetrating radar <br />' (GPR),and/or magnetic surveying The choice of methods depends on the target object and potential <br /> interference from surrounding features <br /> DRILLING <br /> Prior to drilling,all boreholes are cleared for underground utilities to a depth of at least 4 feet below <br /> ground surface(bgs)in"non-critical zones"and to 8 feet bgs in"critical zones " Critical zones are <br /> defined as locations that are within 10 feet of the furthest edge of any underground storage tank <br /> lie (UST), within 10 feet of the product dispenser islands,within 10 feet of underground utilities, and <br /> the entire area between the UST field and the product dispenser islands If only borings are being <br /> installed,an 8-to 12-inch-diameter circle is cut in the surface cover at each boring location If wells <br /> are being installed, a 10-inch circle to a 24-inch circle or a 2-foot by 2-foot square is cut in the <br /> surface cover at each well location A hole, greater than the diameter of the drilling tool being used, <br /> is then cleared at each boring location, using a hand auger or vacuum excavation system The <br /> vacuum system consists of a water lance or air knife,used to disturb native soil by injecting water or <br /> air into the soil, and a vacuum, used to remove the soil <br />' Boreholes are drilled with a truck-mounted rotary drill,using hollow-stem continuous-flight augers <br /> The diameter of the augers is selected to provide an annular space between the boring wall and the <br /> well casing of no less than 2 inches <br /> All augers are pressure-washed or steam-cleaned before drilling begins and before each new <br /> borehole is drilled All drill cuttings are either placed on and covered with plastic sheeting or <br />' contained in sealed 55-gallon drums All fluids generated during cleaning of drilling equipment are <br /> contained in sealed 55-gallon drums All waste generated during drilling activities is stored onsite <br />' until appropriate disposal is arranged The drums are labeled with the site description (including <br /> owner's name) and date The drill cuttings are disposed of at a proper facility based on results of soil <br /> sample analysis <br /> During drilling, an ETIC geologist generates a soil boring log for each borehole The boring logs <br /> . contain detailed geological mformation,including descriptions of the soils classified according to the <br /> Unified Soil Classification System (USCS),blow counts for soil sampling intervals, organic vapor <br /> analyzer(OVA) readings,relative moisture content of the soils, and initial and static water levels <br /> G 1Pro3ects1739421PUBLIGIIPR12641Prctocols 1njectlon PomtWell Installation doc 1 <br />
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