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SITE INFORMATION AND CORRESPONDENCE_FILE 1
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SITE INFORMATION AND CORRESPONDENCE_FILE 1
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Last modified
12/6/2019 2:59:14 PM
Creation date
12/6/2019 2:48:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
FILE 1
RECORD_ID
PR0545028
PE
3528
FACILITY_ID
FA0003919
FACILITY_NAME
VAN DE POL ENTERPRISES
STREET_NUMBER
5491
STREET_NAME
F
STREET_TYPE
ST
City
BANTA
Zip
95304
CURRENT_STATUS
02
SITE_LOCATION
5491 F ST
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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HEALTH-DEPARTMENT <br /> ENVIRONMENTAL <br /> SAN JOAQUIN COUNTYUnit Supervisors <br /> Carl Borgman,R.E.H.S. <br /> Donna K.Heran,R.E.H.S. 304 East Weber Avenue, Third Floor Mike Huggins,R.E.H.S.,R.D.I. <br /> Director <br /> Stockton, California 95202S. <br /> -2708 Douglas W.Wilson,R.E.H. <br /> Al Olsen,R.E.H.S. 468-3420 Margaret Lagorio,R.E.H.S. <br /> P program Manager Telephone: (209) Robert McClellon,R.E.H.S. <br /> c9�i F OR`' Laurie A.Cotulla,R.E.H.S. Fax: (209) 464-0138 Mark Barcellos,R.E.H.S. <br /> program Manager <br /> NOV 1 0 2003 <br /> JERRY MOORE <br /> MOORE PETROLEUM <br /> 5491 F STREET <br /> BANTA CA 95304 <br /> RE: Work Plan for Ozone Sparging <br /> Site Code: 1502 <br /> 5491 F Street <br /> Banta CA 95304 <br /> San Joaquin County Environmental Health Department (E 26) hasSeptemberreceived and <br /> reviewed Work Plan for Ozone Sparging (WP), <br /> dated 2003, <br /> prepared by Apex Envirotech, Inc. (AEI). The site has been under soil vapor <br /> extraction (SVE) remediation off and on since 1995. To date, approximately <br /> 4,369 pounds of hydrocarbons have been removeconcentrations trat ons n ground water has <br /> from the vadose zone with <br /> the current remediation system. Contaminant <br /> not responded as well as was expected, <br /> therefore AEI proposes to enhance the <br /> SVE system by adding an ozone sparging system to breakdown dissolved <br /> hydrocarbons and other fuel components. <br /> To better evaluate this WP, EHD reviewed various quarterly reports, boring logs, <br /> and previous directives to characterize the site status. The subsurface of the site <br /> appears to consist predominantly of silt and minor clay at 5 feet bsg; primarily of <br /> sand at 10, <br /> 15 and 20 feet bsg; and more commonly silt and/or clay, and less <br /> commonly sand at 25 feet bsg. Limited data suggest that sand occurs between <br /> 30 and 40 feet bsg. The thick sand sequences are suggestive of deposition in or <br /> near a former stream channel. The fine grained soil at 25 feet bsg does not <br /> appear to be an effective barrier to vertical migration of dissolved contaminants <br /> as sand occurs locally at that depth. <br /> The vertical extent of impacted soil appears to be reasonably delineated. Data <br /> reviewed by EHD is too limited to determine if the lateral extent of impacted soil <br /> has been delineated, but most of the impacted soil appears to occur at 10 feet <br /> bsg in the data reviewed, suggesting smear zone contamination on the capillary <br /> fringe. <br /> Ground water occurs at approximately 11 feet bsg and the depth to water has <br /> varied by only a few feet since monitoring began on the site (circa 1988). Ground <br /> water flows predominantly toward the northeast, on occasion varying toward the <br />
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