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ARCHIVED REPORTS XR0000224
EnvironmentalHealth
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1603
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3500 - Local Oversight Program
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PR0543430
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ARCHIVED REPORTS XR0000224
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Entry Properties
Last modified
2/5/2019 11:33:00 AM
Creation date
2/5/2019 11:15:12 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000224
RECORD_ID
PR0543430
PE
3528
FACILITY_ID
FA0009377
FACILITY_NAME
CAL TRANS MAINT SHOP 10
STREET_NUMBER
1603
Direction
S
STREET_NAME
B
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16918002
CURRENT_STATUS
02
SITE_LOCATION
1603 S B ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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EF C 0 1R <br /> 20 FIELD ACTIVITIES <br /> 2 1 ASISVETS System Installation and Operation <br /> The ASISVETS was Installed by SECOR in June — October 2005 based on plans prepared <br /> by Brown and Caldwell consultants and approved by Caltrans In June 2003 An as-built <br /> site plan of installed piping, AS/SVE system wells, and treatment area location is Included <br /> as Figure 3 Four AS wells constructed of 1-inch casing and two SVE wells with 6-Inch <br /> casing were installed between June 1 and 8, 2005, (Tables 1 and 2, and Figure 3) One <br /> sparge well (ASW-4) was installed to a depth of 96 feet below ground surface (bgs) with <br /> screen placed from 91 to 96 feet bgs Based on field conditions and soil contamination <br /> encountered during drilling above 60 feet, three remaining sparge wells (ASW-1, ASW-2, <br /> and ASW-3) were installed at a depth of 72 feet and screened from 67 to 72 feet bgs <br /> Similarly, based on field data, SVE well VEW-1 was installed to a depth of 40 feet bgs and <br /> screened from 20 to 40 feet bgs, and SVE well VEW-2 was installed to a depth of 40 feet <br /> bgs and screened from 30 to 40 feet bgs Two soil samples were collected for laboratory <br /> analysis at 15 and 40 feet in boring VEW-1 and at 35 and 42 feet in boring VEW-2 prior to <br /> constructing the wells Soil sample results are summarized in Table 2 <br /> One-inch acrylonitrile butadiene styrene {ABS, Duraplus} air sparge piping and 4-inch <br /> Schedule 80 polyvinyl chloride (PVC) SVE piping was attached at the wellheads and routed <br /> underground to an aboveground control box attached to the permit building wall where <br /> sample and flow ports, and flow, pressure and vacuum gauges are housed System piping <br /> was then routed aboveground from the control box along the building to a fenced and <br /> locked treatment compound in an adjacent parking lot <br /> IThe treatment compound is supplied with three-phase power from an adjacent pole- <br /> transformer and consists of the following 1) a King, Buck Technology (KBT) Model MMC- <br /> 5A, trailer-mounted 100-SCFM, 2) 5 hp SVE blower and catalytic oxidizer with 12 kw <br /> electric heater, 3) 7 5 hp Ingersoll-Rand rotary screw (RS) 28 SCFM compressor, 4) 385- <br /> gallon condensate-water tank, 5) 200 amp distribution panel, and 6) miscellaneous valves, <br /> piping, and gauges A Permit-to-Construct (PTC) was issued by the SJVAPCD in July <br /> 2005 System operation Is planned for November 2005 and the system will be serviced and <br /> monitored monthly Reports of operation data and treatment progress will be Included In <br /> quarterly OM&M reports <br /> , <br /> 11CALTRANS1Stockton-Shop 101GW Monitoringl3rd Qtr 2005103'05 OMBM_Final doc November 29,2005 <br /> Project No 940T 43148 00 3 SECOR International Incorporated <br />
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