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SITE INFORMATION AND CORRESPONDENCE FILE 2
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3500 - Local Oversight Program
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PR0544793
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SITE INFORMATION AND CORRESPONDENCE FILE 2
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Last modified
11/19/2024 10:19:51 AM
Creation date
9/3/2019 1:19:55 PM
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
PR0544793
PE
3528
FACILITY_ID
FA0006237
FACILITY_NAME
HONEST AUTO SALE AND REPAIR
STREET_NUMBER
595
Direction
E
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23337004
CURRENT_STATUS
02
SITE_LOCATION
595 E ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Page 2 of 4 <br /> relevant data for remaining fuel impacts to soil and groundwater, then computing the averages, <br /> 95%upper confidence limit(UCL)values and maximums. These concentrations will then be <br /> evaluated against established ESLs for direct exposure, vapor intrusion into a building, and <br /> nuisance conditions. The ESL Surfer has two categorizations for land use and two for soil type. <br /> Entering the health risk analysis step of work we will see if the site data passes the more <br /> conservative criteria of each; i.e., residential (vs commercial/industrial) and permeable (vs <br /> limited permeability). This is desired to avoid restrictive conditions being placed on the no <br /> further action required(NEAR) designation we are all hoping to achieve. <br /> Based on the outcome of the ESL analyses, we wilt prepare the health hazard assessment write- <br /> up,which at this juncture is envisioned to be part of the next quarterly monitoring report, but <br /> could be a stand-alone technical document. Within the bounds of what is reasonable and <br /> justifiable, the write-up will be an advocate for NFAR. For example, site soils may not classify <br /> as clearly `low permeability' but they don't have high permeability either, so a mid-point ESL <br /> may be most appropriate. Also, it is often overly conservative to use maximum concentrations <br /> when those reflect only a very limited spot in the overall site area. Citing precedents where <br /> higher concentrations were acceptable at other fuel leak sites may also be helpful in the cause. <br /> Once the Cox clan gives us the ok to incur the expense we will get to work reviewing the old <br /> data and making our case. In the end if more testing and delineation is required then hey that's <br /> the way it is and my bravado will end up as egg on my face. Won't be the first time or the last0. <br /> John <br /> -----Original Message----- <br /> From: Mike Infurna [EH] [mailto:MInfurna@sjcehd.com] <br /> Sent: Tuesday, August 22, 2006 1:29 PM <br /> To: John F. Lynch <br /> Subject: RE: Mr. Ed's Muffler/Cox and Cox-UPDATE-Project Information-595 E. 11th St. Site <br /> Code 1933 <br /> good work John.. way to follow up on the pre-reqs <br /> I can't seem to find your email that refers to 1,2-DCA and EDB. These two <br /> constituents were noted in my June 27 letter and I'm SURE you've got it <br /> handled, that is, included in the next sampling events. <br /> I don't want to rain on your parade, but constituents aside, I would think <br /> your Vapor Intrusion (VI) investigation may pose a significant schedule- <br /> buster to your NFAR scheduling. With so many mobile homes so close, this <br /> site qualifies as a concern to residential occupants. but then again, the air <br /> space under each is a help too. <br /> In my experience with Tier 1 soil evaluations, most sites with any residual <br /> contamination left fail. Going to models to support your case is timely and <br /> uses the soil data you already have. It's been a while since any lateral soil <br /> investigation has been done at this site and only the old MW installation soil <br /> 8/23/2006 <br />
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