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ARCHIVED REPORTS XR0001554
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3500 - Local Oversight Program
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PR0508175
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ARCHIVED REPORTS XR0001554
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Entry Properties
Last modified
5/16/2019 2:39:27 PM
Creation date
5/16/2019 2:21:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001554
RECORD_ID
PR0508175
PE
2950
FACILITY_ID
FA0007977
FACILITY_NAME
WOOLSEY OIL CARDLOCK
STREET_NUMBER
1501
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16337016
CURRENT_STATUS
02
SITE_LOCATION
1501 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
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SJGOV\wng
Tags
EHD - Public
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Mr Michael Infurna <br /> Page 4 of 5 <br /> RESULTS <br /> Subsurface Conditions <br /> Borings MW4 and MW5 were drilled to depths of approximately 31 5 feet below ground surface <br /> (bgs) The borings were subsequently constructed into groundwater monitoring wells <br /> In borings MW4 and MW5, silts and clays extend from the surface to 21 feet bgs, and from the <br /> surface to 26 5/30 feet bgs , respectively Poorly graded sand with clay overlies silty clay to a depth <br /> of 21 5/25 feet bgs in boring MW4, and from 26 5/30 feet bgs poorly graded sand extends to <br /> unknown depths in both borings MW4 and MW5 Stratigraphy of borings MW4 and MW5 generally <br /> correlates to borings drilled during previous subsurface investigations at the site Groundwater was <br /> first found at depths of approximately 19 and 20 5 feet bgs in borings MW4 and MW5, respectively <br /> Static water levels were measured at approximately 17 feet bgs in both borings No petroleum odors <br /> were noted, and no abnormal soil discolorations were apparent in the samples collected from either <br /> boring MW4 or MW5 PID readings from soil samples collected ranged from 0 2 parts per million <br /> (ppm) to I 1 ppm (PID background = 0 3 ppm to 0 8 ppm) Soil boring/well logs are included in <br /> Attachment A <br /> On August 20, the potentiometric surface ranged from 10 59 to 10 71 feet below mean sea level <br /> Groundwater flowed in a northeasterly direction with a hydraulic gradient of approximately 0 001 - <br /> 0 002 ft/ft Groundwater elevations are summarized in Table 3 A potentiometric surface map <br /> generated using the August 20, 2002 well monitoring data is depicted on Figure 2 <br /> Soil and Groundwater Analytical Results <br /> All soil samples were analyzed for total petroleum hydrocarbons as gasoline (TPHg) and total <br /> petroleum hydrocarbons as diesel by EPA Method 8015, benzene, toluene, ethylbenzene (BTEX) by <br /> EPA Method 8020, and for oxygenate additives by EPA Method 8260 In addition, the samples <br /> collected from the capillary fringe were analyzed for 1,2-dichloroethane (1,2-DCA) and <br /> ethylenedibromide (EDB) by EPA Method 8260 and for total lead by EPA Method 6010 <br /> None of the soil samples contained any detectable concentrations of any analyte except for lead The <br /> lead concentrations appear to be at naturally occurring background levels Soil analytical results are <br /> summarized in Table 1 Laboratory reports and chain of custody documentation are included in <br /> Attachment C <br /> Each groundwater sample was analyzed for TPHg, TPHd, BTEX, oxygenates, 1,2-DCA, EDB and <br /> dissolved lead by appropriate EPA Methodologies No detectable concentrations of any analytes <br /> were found Groundwater analytical results are summarized in Table 2 Laboratory reports and <br /> chain of custody documentation are included in Attachment D <br /> i <br /> G\Data\GROUNDZEIWOOLSEY CHnRepotlsMELLRP'r_MW4_MW5 doe <br />
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