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ARCHIVED REPORTS_XR0011601
Environmental Health - Public
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ARCHIVED REPORTS_XR0011601
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Last modified
2/3/2020 2:18:46 PM
Creation date
2/3/2020 12:48:20 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011601
RECORD_ID
PR0545275
PE
3528
FACILITY_ID
FA0005678
FACILITY_NAME
LATHROP SHELL
STREET_NUMBER
16500
Direction
S
STREET_NAME
HARLAN
STREET_TYPE
RD
City
LATHROP
Zip
95330
CURRENT_STATUS
02
SITE_LOCATION
16500 S HARLAN RD
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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------------ <br /> February 16, 1992 Working To Restore Nature <br /> BP Oil Facility No. 11195,Lathrop,California. <br /> 2.3 Monitoring Well Development pnd Sampling <br /> Well development and sampling were conducted according to the applicable guidelines of the <br /> governing regulatory agencies. A description of the general field procedures for well development <br /> and sampling is presented in Appendix B. <br /> r=� Monitoring wells MW-1 through MW-5 were developed on December 18, 1992. Prior to <br /> development,each well was examined for the presence or absence of floating product. The wells <br /> were developed until the water was relatively free of sand and silt, using either a 2-inch-diameter <br /> E plastic bailer or a submersible pump. <br /> F>=' <br /> On December 21, 1992 each well was purged of 3 to 4 casing volumes using a submersible pump, <br /> disposable bailer, and sampled. During purging and prior to sample collection, pH, specific <br /> _- conductivity, and temperature were measured and allowed to stabilize, indicating that formation <br /> `' water had entered the well. <br /> 2.4 Groundwater Level Monitoring and Well Surveyin <br /> The top of well casings in monitoring wells MW-1 through MW-5 were surveyed, and referenced <br /> ry to a San Joaquin Datum, and with an elevation above mean sea level relative to the National <br /> Geodetic Survey. The depth to groundwater in monitor wells MW-1 through MW-5 were <br /> measured from the top of the well casing to the nearest 0.01 foot, using an electronic sounder on <br /> December 21, 1992. The survey data and relative groundwater elevation measurements are <br /> rr ; presented in Table 1, while the potentiometric surface of the groundwater beneath the site is shown <br /> in Plate 3. <br /> 3.0 ANALYTICAL METHODS <br /> �r <br /> Soil and groundwater samples were analyzed at PACE Laboratories, Inc. of Novato, California, a <br /> California-certified analytical laboratory. Analyses were performed using standard test methods of <br /> the U.S. Environmental Protection Agency (EPA) and the California Department of Health <br /> Services (DHS). <br /> Selected soil samples from borings B-1 through B-4 were analyzed for purgeable fuel <br /> hydrocarbons as gasoline, equivalent to total petroleum hydrocarbons as gasoline (TPHg), <br /> using EPA Methods 5030/8015 (modified) and benzene, toluene, ethylbenzene, and total <br /> xylenes (BTEX) using EPA Methods 5030/8020 (modified). <br /> v_s� Y g <br /> • Soil samples from boring B-5 were also analyzed for extractable fuels as diesel,equivalent to <br /> = total petroleum hydrocarbons as diesel (TPHd),using EPA Methods 3550/8015, total oil and <br /> grease (TOG) using Standard Method 5520, and halogenated volatile compounds (HVCs) <br /> using EPA Method 8010. <br /> 1 • Groundwater samples from monitoring wells MW-1 through MW-4 were analyzed for <br /> TPHg using EPA Methods 5030/8015 (modified) and BTEX using EPA Methods <br /> 5030/8020 (modified). <br /> 17052.01 3 <br /> 'r's <br />
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