My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE INFORMATION AND CORRESPONDENCE
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
P
>
PACIFIC
>
7303
>
3500 - Local Oversight Program
>
PR0545644
>
SITE INFORMATION AND CORRESPONDENCE
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/6/2020 10:02:12 AM
Creation date
5/6/2020 9:53:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0545644
PE
3528
FACILITY_ID
FA0003814
FACILITY_NAME
TOSCO CORPORATION #30878*
STREET_NUMBER
7303
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
07736021
CURRENT_STATUS
02
SITE_LOCATION
7303 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
106
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
.7303 Pacific Ave:, Stockton -- --'2 ' - 19 August 1998 <br /> San Joaquin County <br /> Contamination associated with the second generatiori'of USTs was also overexcavated. The tank pit <br /> overexcavation activities were completed to the extent of the excavation equipment, (26 feet bgs), in the <br /> tank pit. Confirmation soil samples collected from the center of the tank pit at 26 feet bgs revealed 24 - <br /> ppm TPHg and 0.77 ppm benzene. <br /> Four groundwater monitoring wells were installed on-site between 10 and 12 October 1990. The top of <br /> the perforations are located approximately 48 to 49 feet bgs. In every sampling event since March of <br /> '1995, groundwater has been above the top of the well perforations for each of the four wells on-site. <br /> Groundwater samples collected from these wells have shown non-detectable or low concentrations of <br /> contaminants. Groundwater was not investigated in relation to the second generation of USTs. . <br /> Monitoring welllMW-2, installed to assess the groundwater impact related to the first generation of <br /> USTs, is'located down gradient to'cross-gradient of the second generation tank location. This well may <br /> provide a downgradient assessment of the impact, or lack of impact to groundwater, associated with the <br /> new tanks. <br /> A regional well survey was completed,�for ail known wells�within a 1/4 mile radiusof the site. One well, <br /> Inglewood Station, a municipal water supply well, is located approximately 114-mile due east of the site. <br /> The groundwater flow direction has below the Former Unocal station has been shown to be to the east. <br /> The Inglewood Station well is completed to a total depth of 317 feet bgs. <br /> Diesel fuel constituents were detected in soil samples at 1.3 ppm. Groundwater samples have also <br /> evidenced_ TPHd concentrations as high as 0.280 ppm. Diesel fuel was never dispensed at this location. <br /> SJCEHD believes this contamination is related to the former septic system and disposal field. <br /> Remediation: , <br /> Approximately 3,180 cubic yards (cu, yds.) of contaminated soil was removed from the two generations <br /> of UST excavations. Of this soil, 1175 cu. yds. of soil of soil was transported to and disposed of at <br /> Redwood Landfill in Novato, 1,375 cu, yds. of soil was disposed of by Laidlaw Environmental, and 630 <br /> cu. yds.was hauled to Forward Landfill. 1 <br /> �w...YK.y. `1cY S.�'t �-�i'}Y��1 a.w-C.�_i+Y• }F_}.-..-�� -r`a a1C4 MAx--.Ma,4a ��.�awr��#��.X.rYri,4 a„air�w�-- - - 'I <br /> Summary: e <br /> Significant overexcavation activities have taken place in both generations of the former tank*locations. A <br /> concerted effort.was made to delineate the extent of soil and'groundwater contamination associated with <br /> the first generation of USTs. Residual soil contamination does remain in the subsurface in the vicinity of <br /> MW-3 at approximately 17 feet bgs..The mass and specific distribution of the contaminated subsurface <br /> has not determined. • . . ' " - <br /> Soil contamination associated with the second generation of USTs has been adequately defined and. <br /> I Z , <br /> excavated to the extent feasible. Based on the site specific geology, and the fact that the source (USTs), <br /> and source contaminated soil has been overexcavated and removed from the site, to the extent feasible, <br /> significant impact to groundwater is unlikely. Based on the information provided, the risk to <br /> groundwater from this site is reasonably low. I suggest that we concur with the SJCEHD decision of no <br /> further action with regard to the UST activities at the site. <br /> IL <br /> - r , <br />
The URL can be used to link to this page
Your browser does not support the video tag.