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ARCHIVED REPORTS XR0002679
Environmental Health - Public
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EHD Program Facility Records by Street Name
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HARDING
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3500 - Local Oversight Program
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PR0544424
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ARCHIVED REPORTS XR0002679
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Last modified
5/6/2019 11:59:42 AM
Creation date
5/6/2019 11:27:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002679
RECORD_ID
PR0544424
PE
3529
FACILITY_ID
FA0005099
FACILITY_NAME
HESS DUBOIS CLEANERS
STREET_NUMBER
300
Direction
W
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
300 W HARDING WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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monitoring well locations are illustrated on Figure 2. <br /> 4) Obtain soil samples at five-foot intervals using a split-tube sampler loaded with three <br /> pre-cleaned brass sleeves. <br /> 5) Preserve soil in the lead brass sleeve by covering both ends with aluminum foil, <br /> capping, and sealing with tape. <br /> 6) Label and log soil samples on a chain-of-custody form. <br /> 7) Store the samples under ice and transport the samples in a chilled container to a <br /> State certified laboratory for analysis. <br /> 9) Log auger returns in accordance with the Unified Sol] Classification System. <br /> 10) Screen auger returns and soil sample duplicates for the presence of volatile organics <br /> using a photo-ionization detector (PID) pre-calibrated to isobutylene. <br /> 11) Place auger returns on plastic sheeting and store on-site pending analytical results. <br /> 12) Analyze selected soil samples for total petroleum hydrocarbons (TPH as Stoddard <br /> Solvent) and volatile aromatics (BTE&X), in accordance with EPA methods <br /> GCFID/5030 and 602, respectively. <br /> 13) Decontaminate sampling equipment in an alconox solution and rinse twice with water <br /> prior to each sampling run. <br /> 14) Steam-clean auger flights after drilling each soil boring or monitoring well. <br /> 15) Backfill borings using a concrete-bentonite slurry in the entire depth of the boring. <br /> Complete all monitoring wells in accordance with the well design illustrated in Figure <br /> 3, <br /> 16) Survey and develop each new monitoring well. Each new well will be surveyed <br /> relative to existing monitoring wells. <br /> 17) No sooner than 48 hours after installation, measure to the nearest 0.01 foot, the <br /> static water level in the new wells. <br /> 18) Using a bailer or submersible pump, surge and purge all wells. Each well will be <br /> purged of standing water to stabilize temperature, pH and conductivity. Well <br /> parameters will be measured at ane-gallon intervals. A minimum of three well <br /> volumes of water will be removed from each well. <br /> Geebg 1 Audit S—i—,Inc. 6 <br /> SG94.0.973.3KIIa.-Du6nu WPIJ12.94 <br />
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