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3500 - Local Oversight Program
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PR0545152
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
1/9/2020 3:05:48 PM
Creation date
1/9/2020 2:58:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0545152
PE
3526
FACILITY_ID
FA0004021
FACILITY_NAME
STOCKTON CITY TAXI CAB COMPANY
STREET_NUMBER
2085
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
14111223
CURRENT_STATUS
02
SITE_LOCATION
2085 E FREMONT ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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San Joaquin County DIRECTOR <br /> o U. i N Donna Heran, REHS <br /> Environmental Health Department f" ASSISTANT DIRECTOR <br /> ` 2� 600 East Main Street Laurie Cotulla, REHS <br /> W Stockton , California 95202 -3029 PROGRAM COORDINATORS <br /> - Carl Borgman, REHS <br /> o . . , p • Mike Huggins, REHS, RDI <br /> 0 . ORS) Website: www. sjgov. org/ehd Margaret Lagorio, REHS <br /> Phone : (209) 468-3420 Robert McClellon, REHS <br /> Fax : (209) 464-0138 Jeff Carruesco, REHS, RDI <br /> ,JULhA 11 B 3 2007 Kasey Foley, REHS <br /> FOPPIANO INVESTMENTS <br /> ERNEST FOPPIANO JERI FOPPIANO <br /> 372 PARAGON AVE 2386 PHEASANT RUN CIRCLE <br /> STOCKTON CA 95210 STOCKTON CA 95207 <br /> RE : Stockton City Taxi Service SITE CODE : 1117 <br /> 2085 Fremont Street <br /> Stockton CA 95320 <br /> San Joaquin County, Environmental Health Department (SJC/EHD) has reviewed "Subsurface <br /> Investigation Report" (Report) dated December 20, 2006 and "Comparative Site Study" (Study) <br /> dated March 19 , 2007 submitted on your behalf by ATC Associates Inc. (ATC) and has the <br /> following comments. <br /> The Report documents the installation of two offsite shallow groundwater monitoring wells (MW-13 <br /> & MW-14) to define the lateral extent of the shallow groundwater contamination to the east and <br /> northeast of your site, and one deep groundwater monitoring well (MW- 15) to define the vertical <br /> extent of the groundwater contamination onsite. The Report concludes that the groundwater <br /> contamination is laterally defined in the shallow zones in all directions except to the south , and is <br /> vertically defined onsite to between 90 and 116 feet below surface grade (bsg). The lateral extent <br /> of the groundwater contamination in the intermediate (90 feet bsg) zone is not well defined . <br /> In the Study ATC compares your site to the contaminated underground storage tank site located at <br /> 2050 Fremont Street, (Apache Plastics), south across Fremont Street in the apparent down <br /> gradient direction from your site. ATC has proposed using wells at the Apache Plastics site as part <br /> of your site investigation . <br /> In comparing the shallow zone monitoring wells at the two sites, ATC concluded that Apache <br /> Plastics well A-MW-2, which is screened similar to your onsite shallow monitoring wells, could <br /> provide groundwater quality data from southeast of your site. This well does provide groundwater <br /> quality data, and does appear to connect with the sandy interval that has been logged on both sites <br /> at approximately 60 feet below surface grade (bsg). However, A-MW-2 has reported concentrations <br /> of 1 ,2-dichloroethane (1 ,2-DCA), occasionally at high concentrations, and therefore does not define <br /> the lateral extent of your contamination . Apache well A-MW-6 , screened shallow and located <br /> southeast of A-MW-2, also has reported concentrations of 1 ,2-DCA. Therefore, the shallow plume <br /> of 1 ,2-DCA is not defined . <br /> In comparing the intermediate zone monitoring wells, ATC notes that Apache wells A-MW-8 and <br /> A-MW-9, screened from approximately 95-105 feet bsg, and A-MW-11 , screened from 99 .5-109. 5 <br /> feet bsg , are screened deeper than the intermediate wells at your site, which are all screened from <br /> 85-90 feet bsg . ATC concludes that these Apache Plastics wells will serve to evaluate the <br /> intermediate plume to the southeast and southwest. It should be noted that A-MW- 11 is located on <br /> the north side of Fremont Street, at the corner of Laurel; it is not down gradient from your site. <br /> SJC/EHD does not consider that enough information has been provided on the subsurface at these <br /> two depth intervals to conclude that they are connected . Additionally, both A-MW-8 and A-MW-9 <br /> are impacted wells and therefore do not provide lateral definition of the contamination in the <br /> intermediate zone, if that is the zone in which they are screened , and if the groundwater plume at <br /> your site has indeed traveled to that extent. <br />
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