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ARCHIVED REPORTS XR0000066
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3500 - Local Oversight Program
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PR0543386
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ARCHIVED REPORTS XR0000066
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Entry Properties
Last modified
10/31/2018 3:12:32 PM
Creation date
10/31/2018 2:56:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0000066
FileName_PostFix
XR0000066
RECORD_ID
PR0543386
PE
3528
FACILITY_ID
FA0003791
FACILITY_NAME
TUFF BOY INC
STREET_NUMBER
5151
STREET_NAME
ALMONDWOOD
STREET_TYPE
DR
City
MANTECA
Zip
95337
APN
22606017
CURRENT_STATUS
02
SITE_LOCATION
5151 ALMONDWOOD DR
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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WNg
Tags
EHD - Public
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fir I <br /> Mr Martin Harris <br /> March 22, 2000 <br /> . Page 2 of 5 <br /> February 5, 1999 Soil samples collected beneath the tank contained ethylbenzene and total <br /> xylenes at levels exceeding the respective laboratory detection limits No groundwater was <br /> encountered dunng UST removal Analytical results of soil samples collected beneath the <br /> former UST are summarized in Table 1 Soil sample locations are shown on Figure 2 <br /> 2.2 Investigations Undertaken <br /> In accordance with the approved workplan dated December 3, 1999, a total of three soil bonngs <br /> were advanced at the site to investigate the extent of residual soil contamination and the potential <br /> threat to shallow groundwater beneath the site Bonng SBI was located five feet north of the <br /> former UST location, boring S132 was located approximately 15 feet north of SBI, and boring SB3 <br /> was located 15 feet west-southwest of the former tank pit Soil bonng locations are depicted on <br /> Figure 2 <br /> 3.0 INVESTIGATIVE PROCEDURES <br /> On December 17, 1999, Sean Garvey of Ground Zero arrived at the site to supervise dnlling and <br /> sampling activities Ms Lon Duncan of San Joaquin County Public PHS/EHD conducted a site <br /> inspection and observed field activities <br /> Fisch advanced the bonngs under the supervision of field geologist Sean Garvey, and project <br />. manager John Lane, a California Registered Geologist, to explore the lateral extent of residual <br /> contamination and the potential threat to shallow groundwater beneath the site The bonngs were <br /> advanced to a depth of approximately 26 feet below ground surface (bgs) Fisch utilized a truck <br /> mounted Geoprobe 5400 direct push rig to advance the bonngs and collect soil samples Soil <br /> samples were collected at 5-foot intervals using a 1 -3/4 inch diameter by 24-inch long core sampler <br /> The sampler was lined with clear acetate sleeves, affording soil identification and subjective <br /> evaluation for contamination A flame ionization detector (FID) was used to monitor the <br /> presence of volatile organic compounds in the soil Three soil samples from each boring were <br /> sealed, labeled, and immediately placed in an iced cooler for transport to a state-certified <br /> analytical laboratory Soil samples were selected based on observations and field screening <br /> results <br /> "Grab" groundwater samples were collected from bonngs SB 1 and SB2 by driving a core sampler <br /> to the desired depth before exposing the screen to the formation Groundwater was extracted <br /> through PTFE tubing inserted into the rods to the bottom of the sampler, and transferred directly <br /> into appropnate labeled glass containers The containers were then sealed, and placed into a <br /> cooled ice chest for transport to Argon Laboratones <br /> The completed bonngs were backfilled to the ground surface with neat cement grout through the <br /> drilling rods No soil cuttings were generated All down-hole dnlling and sampling equipment <br /> was decontaminated by washing with a laboratory grade detergent and rinsing with water <br /> Rinseate collected from decontamination procedures was disposed of by Fisch <br />• RESULTS OF INVESTIGATION <br /> datalgroundze\tufiboylreportsrsubsursum doc <br />
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