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ARCHIVED REPORTS_XR0005010
Environmental Health - Public
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EHD Program Facility Records by Street Name
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MONTE DIABLO
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1766
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2900 - Site Mitigation Program
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PR0535112
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ARCHIVED REPORTS_XR0005010
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Last modified
9/16/2020 1:08:36 AM
Creation date
3/17/2020 2:51:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005010
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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EHD - Public
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µg/l, 97 µg11 and 15,000 µg/l, respectively Benzene was not detected in wells MW-2, MW-5 and <br /> MW-6 Other BTEX compounds were detected In these wells at concentrations as high as 18,000 <br /> gg/l (toluene, MW-4) Ethylbenzene and xylenes were detected in MW-3 at concentrations of 230 <br /> pg/l for each compound No petroleum hydrocarbons were detected in the samples collected from <br /> wells MW-2 and MW-6, the newly installed down-gradient well <br /> MONITORING WELL INSTALLATION <br /> On 01 April 1998, soil boring MW-7 was advanced on the property directly east of the site The <br /> boring location is Illustrated on Figure 2 The soil boring was advanced to a depth of 25 feet bsg <br /> Boring MW-7 was completed as a ground water monitoring well The well was completed using 2- <br /> inch diameter schedule 40 PVC casing with 0 02-inch slotted screen from approximately 5 to 25 feet <br /> bsg A filter pack was Installed using#2 Lonestar sand from 4 to 25 feet Bentonite chips were used <br /> to make a two-foot plug and the remaining annular space was backfilled to the surface with portland <br /> cement A traffic-rated well box (8-Inch diameter) was Installed over each well, in accordance with <br /> County regulations <br /> Samples were collected at five-foot Intervals,with samples were preserved by covering both ends of <br /> the brass sleeve with Teflon sheets,capping and sealing with tape TPH-g,BTE&X and oxygenated <br /> compounds wel e not detected in soil samples collected from the location of well MW-7 Soil samples <br /> collected from depths of 15, 20 and 25 feet bsg were analyzed <br /> REMEDIATION WELL INSTALLATION <br /> On 29 July 1997, three in-situ air-sparing (IAS) points (IAS-7 through IAS-9) were installed to <br /> depths of 25 and 15 feet bsg using AGE'S van-mounted Geoprobe 5400 soil probing machine Two <br /> probe borings were completed as IAS points using one 21-Inch long, 318-inch I D stainless steel <br /> screen Implant attached at 25 feet bsg to an anchor tip One additional probe boring was completed <br /> using one 21-inch long,318-Inch I D stainless steel screen implant set at a depth of 15 feet bsg Vinyl <br /> tubing(3/8-Inch O D )was extended from the sparging screen implant to the surface and a filter pack <br /> (fine glass beads)was Installed around the screen implant from adepth of 20 to 25 feetbsg Bentonite <br /> sand(#8 bentonite)was used to make a 4-foot plug above the filter pack and the wells were grouted <br /> to surface grade with port]and cement An eight-Inch traffic box was Installed at the surface for each <br /> IAS point <br /> SOIL VAPOR EXTRACTION - MASS OF RECOVERY <br /> Between 15 April and 19 September 2003, the ground water extraction and treatment system <br /> processed approximately 302,703 gallons of water The total volume of ground water treated as of <br /> 30 September 2003 is approximately 2,459,705 gallons <br /> Advanced GeoEnvironmental,Inc <br />
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