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ARCHIVED REPORTS XR0011281
Environmental Health - Public
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EHD Program Facility Records by Street Name
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FREMONT
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2050
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3500 - Local Oversight Program
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PR0543791
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ARCHIVED REPORTS XR0011281
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Last modified
10/1/2018 5:27:01 AM
Creation date
9/28/2018 5:01:37 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0011281
FileName_PostFix
XR0011281
RECORD_ID
PR0543791
PE
3526
FACILITY_ID
FA0003592
FACILITY_NAME
Aries Tek, LLC
STREET_NUMBER
2050
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
St
City
Stockton
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
2050 E Fremont St
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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APPENDIX A <br /> EXPLORATORY BORING AND WELL INSTALLATION <br /> 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 <br /> may exist where variations of these procedures are applicable The following procedures <br /> are supervised by a California state-registered geologist <br /> Exploratory Soil Borings <br /> . Exploratory soil borings for sites characterized by relatively shallow (less than 100 feet <br /> deep) groundwater are generally drilled using S- to 12-inch-diameter, continuous-flight, <br /> hollow-stem auger drilling equipment The drilling method for sites in which depth to <br /> groundwater is greater than 100 feet is determined on a case-by-case basis Soil samples <br /> for logging will be obtained from auger-return materials and by advancing a modified <br /> California split-spoon sampler equipped with brass or stainless steel liners into undisturbed <br /> soil beyond the tip of the auger Solis will be logged by an EMCON geologist according to <br /> the Unified Soil Classification System and standard geological techniques Exploratory soil <br /> borings not used for monitoring well installation will be backfilled to the surface with a <br /> bentonite-cement slurry pumped into the boring through a tremie pipe <br /> The soil sampling equipment will be cleaned with a detergent water solution, rinsed with <br /> clean water, and equipped with clean liners between sampling intervals Augers and <br /> samplers will be steam cleaned between each boring to reduce the possibility of cross <br /> contamination Steam cleaning effluent will be contained in 55-gallon drums and <br /> temporarily stored on site The disposal of the effluent will be the responsibility of the <br /> client <br /> Drill cuttings generated during the drilling procedure will be stockpiled on site Stockpiled <br /> drill cuttings will be placed on and covered with plastic sheeting The stockpiled soil is <br /> typically characterized by collecting and analyzing composite samples from the stockpile <br /> CP1E 1APACHEIREPORTS\A.PACP101 DOC 981lsg 1 Emcon <br /> A-1 <br />
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