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ARCHIVED REPORTS_XR0005015
EnvironmentalHealth
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MONTE DIABLO
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2900 - Site Mitigation Program
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PR0535112
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ARCHIVED REPORTS_XR0005015
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Last modified
9/16/2020 2:19:11 AM
Creation date
3/17/2020 2:56:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005015
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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' Site Background Information Chapin Brothers Investements, Inc <br /> Page 4 of 12 <br /> 1 <br /> the extracted vapors ranged from 35,000 pg/L to 56,000 gg/L <br /> ' Converting these values to parts per million volume(ppmv),concentrations ranged from 9,800 ppmv <br /> (at 6 hours) to 15,680 ppmv (at 12 hours) Generally, a vacuum of 0 10 is required to successfully <br /> ' volatilize subsurface hydrocarbons The maximum vacuum measured at each well was plotted <br /> versus the distance of each well from the extraction well Drawing a"best fit" line through the three <br /> data points will determine the effective radius of influence at this site, the effective radius of <br /> influence at the site appears to be approximately 37 feet It appears that vapor extraction, using an <br /> IC engine, would successfully remove a significant volume of petroleum hydrocarbons from <br /> impacted soil at the site Furthermore, it is likely that extraction on VE-2 (slant boring) will have <br /> a positive influence on impacted soil in the vicinity of MW-3 <br /> Dissolved oxygen and ground water depth data collected during the pilot study indicate that IAS, <br /> ' combined with SVE should provide a viable alternative for remediation of impacted ground water <br /> at the site <br /> The ground water depth was increased (depressed) as much as 144 feet in ASO-1 (located <br /> approximately 3 feet from AS-1), groundwater depth decreased as much as 0 20 feet in ASO-2 No <br /> ' significant change in ground water depth was anticipated in ASO-3 and therefore, ground water <br /> • depth was measured only once Dissolved oxygen in ground water was measured in the IAS <br /> observation wells at several intervals throughout the IAS test In ASO-1, dissolved oxygen ranged <br /> from 84 1%to 87 4%,in ASO-2,dissolved oxygen ranged from 16 0%to 32 9%,dissolved oxygen <br /> was measured at 62 4%in ASO-3 It appears that the effective radius of influence for the air sparging <br /> wells on-site maybe as great as 20 to 30 feet <br /> tThe increased dissolved oxygen and the change in groundwater depths indicate that the Injected air <br /> had an influence on all IAS observations wells at the site Although the concentration of petroleum <br /> hydrocarbons increased in two of the three observation wells, this may be a results of desorption of <br /> hydrocarbons from the Impacted soil in the smear zone or sample collection techniques <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 bonngs 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 /> Advanced GeoEnvironmental,Inc <br /> 1 <br />
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