My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0002263
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
G
>
GRANT LINE
>
502
>
3500 - Local Oversight Program
>
PR0545204
>
ARCHIVED REPORTS_XR0002263
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/27/2020 2:53:08 PM
Creation date
1/27/2020 2:43:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002263
RECORD_ID
PR0545204
PE
3528
FACILITY_ID
FA0006033
FACILITY_NAME
PG&E: Tracy Service Center
STREET_NUMBER
502
Direction
E
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
250-020-05
CURRENT_STATUS
02
SITE_LOCATION
502 E 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.
/
116
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
err 1%00 <br /> Results of the soil vapor survey performed in June 1987 indicated that <br /> elevated hydrocarbon levels existed to the northeast (locations V2 and V7) <br /> and, to a lesser extent, the southwest (location V5) of the former tank <br /> site. Elevated hydrocarbon levels were not detected to the east of the <br /> tank, nor further than 60 feet away from the tank in any direction. <br /> w <br /> OBSERVATION WELL INSTALLATION, DEVELOPMENT AND GRADIENT DETERMINATION <br /> To determine the groundwater flow direction and gradient, four observation <br /> wells were installed (OW-1, OW-2, OW-3 and OW-4; see Figure 3) in December <br /> 1987 and January 1988. An attempt was made to locate at least one of these <br /> r.. <br /> wells (OW-2) in a position hydraulically downgradient of the tank site. <br /> Groundwater samples were subsequently collected from all of the wells for <br /> chemical analysis, as recommended by the Central Valley Regional Water <br /> Quality Control Board. <br /> a.. <br /> The screened interval of each well was placed from approximately 3 feet <br /> above the encountered water table to 17 feet below the water table (from 5 <br /> to 25 feet below the ground surface) to allow for seasonal water level <br /> fluctuations. Well permits were obtained from the San Joaquin County Health <br /> Department prior to installation. <br /> +r Each observation well was constructed of flush-threaded schedule 40 <br /> polyvinyl chloride (PVC) casing. Four-inch casing with 0.02 inch slots was <br /> used for wells OW-1 and OW-4. Two-inch casing with 0.01 inch slots was used <br /> for wells OW-2 and OW-3. The filter pack material for all wells was Lone <br /> Star #2/12 sand. This sand was selected primarily for convenience, since <br /> grain size analyses performed on soil samples collected during the initial <br /> investigation showed greater than 90 percent of the sample passing the No. <br /> a.. <br /> 200 sieve (making a designed filter pack infeasible) . Stainless steel <br /> centralizers were used at each well to insure an evenly distributed filter <br /> i' pack. Figure 5 shows the construction of an observation well typical for <br /> this investigation. <br /> •r <br /> J <br /> v <br /> 3286a/BAV100 13 <br />
The URL can be used to link to this page
Your browser does not support the video tag.