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ARCHIVED REPORTS_XR0001976
Environmental Health - Public
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HAMMER
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3500 - Local Oversight Program
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PR0545246
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ARCHIVED REPORTS_XR0001976
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Last modified
1/30/2020 8:34:47 PM
Creation date
1/30/2020 2:23:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001976
RECORD_ID
PR0545246
PE
3528
FACILITY_ID
FA0003611
FACILITY_NAME
PARKWOODS GAS & FOOD
STREET_NUMBER
1612
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95209
APN
07728002
CURRENT_STATUS
02
SITE_LOCATION
1612 W HAMMER LN
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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I <br /> i <br /> i <br /> APPENDIX A <br /> EXPLORATORY BORING AND WELL INSTALLATION PROCEDURES <br /> The general procedures used in site assessments for drilling exploratory borings, collecting <br /> samples, and installing monitoring wells are described in this appendix These general <br /> procedures are used to provide consistent and reproducible results, however, conditions may <br /> exist where variations of these procedures are applicable The following procedures are <br /> supervised by a California state-registered geologist <br /> Exploratory Soil Borings <br /> Exploratory soil borings will be drilled using 8-inch-diameter, continuous-flight, hollow-stem <br /> auger drilling equipment The dnlling method for sites in which depth to groundwater is greater <br /> than 1.00 feet is determined on a case-by-case basis Soil samples for logging will be obtained <br /> from auger-return materials and by advancing a modified California split-spoon sampler <br /> equipped with brass or stainless steel liners Into undisturbed soil beyond the tip of the auger <br /> Soils will be logged by an Pinnacle geologist according to the Unified Soil Classification System <br /> and standard geological techniques Exploratory soil borings not used for monitoring well <br /> installation will be backfilled to the surface with a bentonite-cement slurry pumped into the <br /> boring through a tremie pipe <br /> The soil sampling equipment will be cleaned with a detergent water solution, rinsed with clean <br /> water, and equipped with clean liners between sampling intervals Augers and samplers will be <br /> steam cleaned between each boring to reduce the possibility of cross contamination Steam <br /> cleaning effluent will be contained in 55-gallon drums and temporanly stored on site The <br /> disposal of the effluent will be the responsibility of the client <br /> Drill cuttings generated during the drilling procedure will be stockpiled on site Stockpiled drill <br /> cuttings will be placed on and covered with plastic sheeting The stockpiled soil is typically <br /> characterized by collecting and analyzing composite samples from the stockpile EMCON will <br /> recommend an appropriate method for disposition of the cuttings based on the analytical results <br /> The client will be responsible for disposal of the drill cuttings <br /> Soil samples for chemical analysis will be collected in brass or stainless steel liners, sealed with <br /> Teflon' tape and plastic end caps, labeled, placed on ice, and delivered to a state-certified <br /> analytical laboratory, along with the appropriate chain-of-custody documentation Soil samples <br /> selected for chemical analysis will be determined from a head-space analysis using a hand-held <br /> sAC\A 1548ON DOC-961mtt I A-1 Pinnacle <br />
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