My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0002278
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
G
>
GRANT LINE
>
455
>
3500 - Local Oversight Program
>
PR0545202
>
ARCHIVED REPORTS_XR0002278
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/27/2020 11:13:27 AM
Creation date
1/27/2020 10:01:26 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002278
RECORD_ID
PR0545202
PE
3528
FACILITY_ID
FA0003124
FACILITY_NAME
7-ELEVEN INC. STORE #20304
STREET_NUMBER
455
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
455 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
20
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
Remedial Action Plan Addendum January 14, 1993 <br /> Southland Store No. 20304, 455 Grant Line Rd., Tracy, CA 3 <br /> ..! hydrocarbons, along the eastern side of the site, appears to be in the capillary fringe at <br /> approximately 5 feet below grade. The north-south trend in this area is probably caused by <br /> lithology, as Indicated by the generalized stratigraphic cross sections prepared by HLA (f=igure 3). It <br /> Is unknown whether soil excavated from the tank pit during excavation and tank removal was <br /> returned to the excavation or was disposed of and replaced with dean fill. <br /> 1.2.2 Saturated Zone <br /> V <br /> Lithology. The uppermost aquifer, which is typically encountered approximately 5 feet below grade, <br /> .. is composed of clay and slit with lenses of silty, sandy, and gravelly clay. <br /> Hydrogeology. Evaluation of site survey data and depth to water measurements indicates that the <br /> groundwater gradient across the site is approximately 0.003 foot per foot (ft/ft), or 0.3 percent, in the <br /> northeasterly direction. The data suggest that a narrow easterly trending trough through the central <br /> �. area of the site appears similar in materials and structure to a former stream bed. The observed <br /> hydrocarbon distribution from the suspected source area and the lithologic logs of the soil borings <br /> appear to support the presence of a subsurface trough. The data also seem to Indicate that the <br /> transmissivity of materials in the trough is significantly greater than in the surrounding fine-grain <br /> .. soils. <br /> A short-term step drawdown aquifer pumping test was performed at monitoring well MWA on <br /> November 25, 1992. The preliminary data,generated indicates that the maximum aquifer yield is <br /> approximately 20 to 40 gallons per minute (gpm). The duration of the test was not sufficient to <br /> `"' rameters. A longer test was not performed because of the <br /> evaluate the aquifer type or capacity pa 9 <br /> limited volume of wastewater that could be handled. The long-term sustainable aquifer yield may be <br /> significantly different from the estimates based on the preliminary step drawdown test data. The <br /> monitoring wells are installed to varying depths ranging from 5.72 to 23.56 feet, but the data Indicate <br /> +-• that each of the screened intervals within the saturated zone are communicative. <br /> Hydrocarbon Distribution. Sixteen groundwater wells have been installed, 14 of which are currently <br /> being sampled quarterly. Results of former and current chemical analyses Indicate that <br /> hydrocarbons dissolved in groundwater have been migrating primarily along an apparent easterly <br /> trending subsurface trough. There may be a northerly component to the migration, but because of <br /> R3263A1.SLL <br /> �.. <br /> DOW GROUNDWATER <br /> TECHNOLOGY, INC. <br />
The URL can be used to link to this page
Your browser does not support the video tag.