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SITE INFORMATION AND CORRESPONDENCE_FILE 2
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545003
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SITE INFORMATION AND CORRESPONDENCE_FILE 2
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Last modified
11/27/2019 11:04:58 AM
Creation date
11/27/2019 10:58:23 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
FILE 2
RECORD_ID
PR0545003
PE
3526
FACILITY_ID
FA0002324
FACILITY_NAME
Pacific Service Station
STREET_NUMBER
6131
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
09746418
CURRENT_STATUS
02
SITE_LOCATION
6131 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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Page 1 of 3 <br /> Lori Duncan [EH] <br /> From: Murphy, Mike [mmurphy@cambria-env.com] <br /> Sent: Wednesday, September 27, 2006 12:03 PM <br /> To: Lori Duncan [EH] <br /> Subject: RE: 6131 Pacific Ave., Stockton <br /> Lori-I forwarded your questions regarding extraction well selection to our engineering department for their input. <br /> Here is the response: <br /> "At the time we setup temp system, depth to water was at 35 feet below grade. VEW-2 data is five years older <br /> than VEW-7 data. VEW-7 vadose zone detection is -5 shallower(19 feet below grade)than VEW-2. Temp <br /> systems are difficult to operate continuously if they are pulling in groundwater. We opted for VEW-7 so as to get <br /> rhe best chance at good run-time and mass removal. Initial vapor concentration from VEW-7 was 23,980 ppmv <br /> (PID). We've removed 478 pounds of TPHg so far. The final vapor concentration from VEW-2 at the end of <br /> testing in 2004 was 3,800 ppmv." <br /> It seems that based on available data and other factors, the best use of the temp system is to extract from VEW- <br /> 7. Once we get the DPE system installed, we will be extracting from additional areas which should address your <br /> concerns. Sounds like we are pulling from what is the highest yielding well that still allows for efficient operation <br /> of the temp system. <br /> We are sampling once per month with two samples collected during August. Influent concentrations ranged from <br /> 5,800 ppmv to 11,000 ppmv(laboratory results)during this period. <br /> Thanks, <br /> Mike <br /> Mike Murphy <br /> Senior Project Scientist <br /> Cambria Environmental Technology, Inc. <br /> 270 Perkins Street, Sonoma, CA 95476 <br /> Phone: 707.933.2367 <br /> FAX: 707.935.6649 <br /> Cell: 510.385.3116 <br /> A Woman-Owned Business <br /> This a-malt may contain confidentiatandprivi/eged material for the sole use of the intended recipient.Any review or distribution by <br /> others is s&ictty prohibited.If you are not the intended rectpientplease contact the sender and delete all copies. <br /> From: Lori Duncan [EH] [mailto:lduncan@sjcehd.com] <br /> Sent: Tuesday, September 26, 2006 9:01 AM <br /> To: Murphy, Mike <br /> Subject: RE: 6131 Pacific Ave., Stockton <br /> Mike, you had said that VEW-7 was being used as to not draw water, but it was built into groundwater so that did <br /> not make sense to me. VEW-1 and VEW-6 are the only wells onsite not built into groundwater. <br /> Soil samples for analysis were apparently not collected during the drilling of VEW-1 (that was way before my <br /> time), but historically the highest concentrations of contaminants detected in soil were in samples collected near <br /> the west side of the former LIST area, specifically from VEW-2, B-3, GEO-2 and CPT boring SB-5. This is the <br /> area of the site where I think soil remediation should be focused. <br /> What concentrations are being detected in the influent vapor samples? How often are the samples being <br /> 9/27/2006 <br />
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