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ARCHIVED REPORTS XR0009674
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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3500 - Local Oversight Program
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PR0544710
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ARCHIVED REPORTS XR0009674
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Last modified
7/30/2019 1:40:29 PM
Creation date
7/30/2019 11:56:01 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009674
RECORD_ID
PR0544710
PE
3528
FACILITY_ID
FA0006247
FACILITY_NAME
Western Lift
STREET_NUMBER
3430
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17525063
CURRENT_STATUS
02
SITE_LOCATION
3430 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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i <br /> Both borings were advanced to a depth of 53 feet using a truck- <br /> mounted 8-inch hollow-stem auger rig. The CME-75 drill rig and two- <br /> man crew were supplied by West Hazmat Drilling Corporation. <br /> 3.2 Soil Sampling <br /> ' Discrete soil samples were collected at five-foot intervals ahead <br /> of the drill bit using a split-tube sampler loaded with three pre- <br /> cleaned 2 by 6-inch brass tubes. The sampler was driven into the <br /> soil with a 140-1b hammer, and the number of blows required to <br /> advance the sampler in six-inch increments was recorded on the <br /> boring log. To avoid cross contamination, the sampling equipment <br /> ' was washed in a tri-sodium phosphate (TSP) solution and rinsed <br /> twice with water prior to each sampling run. <br /> For each sample, both ends of the lead tube were covered with <br /> aluminum foil, capped and sealed with tape. The samples were <br /> labeled, logged on a chain of custody form, and stored on ice <br /> pending transmission to Alpha Analytical Laboratories in Ukiah. <br /> Two soil samples from each boring were analyzed for total petroleum <br /> hydrocarbons (TPH as gasoline and diesel) and purgeable aromatics <br /> (BTE&X) in accordance with EPA methods 8015 modified and 8020, <br /> respectively. <br /> 3. 3 Logging <br /> Auger returns and soil from the middle brass tube were monitored <br /> for the presence of organic vapors using a photo-ionization <br /> detector (PID: Thermo Environmental 580A, 10. 0 eV, calibrated to <br /> isobutylene) . The soil was then described in accordance with the <br /> Unified Soil Classification System. Boring logs are included in <br /> Appendix C. <br /> 3.4 Monitoring Well Completion <br /> ' The borings were completed as groundwater monitoring wells by the <br /> installation of 0. 020 screen PVC liner from 33 to 53 feet. No. 3 <br /> monterey sand was used from 31 feet to total depth. Bentonite <br /> pellets were used from 29 to 31 feet and the well was backfilled to <br /> the surface with Portland Cement. <br /> 3.5 Monitoring Well Purge Procedures <br /> The third monitoring event was conducted on June 21, 1993 . A <br /> Solinist water level meter was used to measure the depth to <br /> groundwater in the five monitoring wells. After water levels were <br /> measured, a three-stage submersible pump was used to purge <br /> approximately 9 to 12 gallons of water from monitoring wells MW-1 <br /> to MW-4 . Because of muddy conditions, a PVC bailer was used to hand <br /> purge approximately 7 gallons of water from monitoring well MW-5. <br /> Temperature, pH and conductivity were measured at one-gallon <br /> 3 <br />
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