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SITE INFORMATION AND CORRESPONDENCE_FILE 2
Environmental Health - Public
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2900 - Site Mitigation Program
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SITE INFORMATION AND CORRESPONDENCE_FILE 2
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Last modified
4/15/2020 3:28:03 PM
Creation date
4/15/2020 2:17:32 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
FILE 2
RECORD_ID
PR0535112
PE
2957
FACILITY_ID
FA0020296
FACILITY_NAME
CHAPIN BROTHERS INC
STREET_NUMBER
1766
STREET_NAME
MONTE DIABLO
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
APN
13505050
CURRENT_STATUS
01
SITE_LOCATION
1766 MONTE DIABLO AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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Site Background Information: Chapin Brothers Investments, Inc. <br /> Page 5 of 19 <br /> REMEDIATION WELL INSTALLATION <br /> On 19 April 1997,one additional SVE well, VW-7 was installed at the eastern edge of the site to a <br /> depth of 15 feet. Also six in-situ air-sparing (IAS) points point were installed using two 21-inch <br /> long, 3/8-inch I.D. stainless steel screen implants attached to an anchor tip at 30 feet bsg. (IAS-2 <br /> through IAS-7)were installed to depths of 30 feet bsg using AGE's van-mounted Geoprobe 5400 <br /> soil probing machine.Two probe borings were completed as IAS points using one 21-inch long,3/8- <br /> inch I.D.stainless steel screen implant attached at 26 feet bsg to an anchor tip.Vinyl tubing(3/8-inch <br /> O.D.) was extended from the sparging screen implant to the surface and a filter pack (fine glass <br /> beads)was installed around the screen implant from a depth of 25 to 30 feet bsg.Bentonite sand(#8 <br /> bentonite)was used to make a 4-foot plug above the filter pack and the wells were grouted to surface <br /> grade with portland cement.An eight-inch traffic box was installed at the surface for each IAS point. <br /> On 24 April 1997,monitoring well MW-6 was installed northwest across Mt Diablo Avenue from <br /> the site; adjacent to the Victory Elementary School. Soil samples were not impacted. <br /> SOIL VAPOR EXTRACTION SYSTEM INSTALLATION <br /> On 04 March 1997,a King,Buck/Hasstech(KBH)(90-032)catalytic oxidation unit(SVE unit)was <br /> delivered to the site. The extraction equipment was placed inside a fenced enclosure near the west <br /> end of the site. Replacement parts for all missing or broken items were purchased and installed.On <br /> O1 April 1997, the natural gas service to the SVE unit on the site was upgraded to 5 pound of <br /> pressure per square inch, the minimum pressure required to operate the KBH catalytic oxidation <br /> system. <br /> The existing network at the site consisted of subsurface flex piping from wells VE-2, VE-5, VE-6 <br /> and MW-4 to the remediation unit enclosure.AGE installed additional subsurface piping from wells <br /> VE-1, VW-1 and VW-7. The piping was then routed through a moisture knockout drum to a 5- <br /> horsepower, 200 cubic feet/minute (cfm)regenerative blower and into the KBH catalytic oxidizer <br /> oven.AGE installed an in-line flow meter after the blower motor as well as sampling ports before <br /> the knockout drum,between the oven and after the oven to monitor the concentration of extracted <br /> hydrocarbons and efficiency of hydrocarbon destruction. <br /> SOIL VAPOR EXTRACTION START-UP AND UTILITY UPGRADES <br /> The KBH catalytic oxidation SVE system began full-scale operation on 01 April 1997.The SVE unit <br /> operated at a maximum flow rate for approximately for three hours.At approximately 1800 hours <br /> on 01 April 1997,the 60 amp power service at the PG&E service connection to the site failed.The <br /> power demand of the SVE unit was greater than the service connection could supply. A new 100 <br /> Advanced GeoEnvironmental.Inc. <br />
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