My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0012552
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
B
>
BENJAMIN HOLT
>
2908
>
3500 - Local Oversight Program
>
PR0544111
>
ARCHIVED REPORTS XR0012552
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/7/2019 12:05:32 PM
Creation date
2/7/2019 11:02:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012552
RECORD_ID
PR0544111
PE
3528
FACILITY_ID
FA0003625
FACILITY_NAME
ARCO STATION #83560*
STREET_NUMBER
2908
Direction
W
STREET_NAME
BENJAMIN HOLT
STREET_TYPE
DR
City
STOCKTON
Zip
95207
APN
09763032
CURRENT_STATUS
02
SITE_LOCATION
2908 W BENJAMIN HOLT DR
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
410
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
OMEN ONE <br /> G - <br /> ' � ti W ' <br /> t r <br /> The other five water supply wells within 1 mile of the site are used for <br /> ornamental and irrigation purposes. The four private wells (19L1, 19P1, <br /> 19P2, and 30B1), located in the Lincoln Village 'nest area, 3/4-mile west <br /> of the site, are used to fill an artificial lake during the summer. The <br /> Lincoln Village wells are drawing from an aquifer 156 to 114 feet below <br /> the surface. The PG&E well (21M1) approximately 1 mile south of the <br /> site is tised for lawn irrigation. <br /> SITE INVESTIGATION <br /> In May 1984, EMCON Associates initiated a subsurface investigation at <br /> the site when the subsurface leak was discovered. Twelve exploratory <br /> borings (E-1 through E-12) were drilled at locations shown on Figure 2, <br /> using continuous-flight, hollow-stem auger drilling equipment and logged <br /> by an EMCON geologist. Soil samples were obtained from auger-return <br /> materials and by using a California split-spoon sampler advanced into <br /> undisturbed soil beyond the tip of the auger. Logs of exploratory <br /> borings along with the well construction details are presented in <br /> 1 Appendix A. All exploratory borings were converted to monitoring wells <br /> j+ with the installation of 3-inch-diameter PVC casing. well E-1 drilled <br /> in the tank area was removed during the tank replacement operations. <br /> The exploratory borings ranged in depth from 19-1/2 to 30 feet. The <br /> site is underlain by 8 to 24 feet of clayey deposits. This clay unit is <br /> underlain by a fairly continuous water-bearing clayey sand, which ranges <br /> from 4 to 18 feet thick. Most of the wells were terminated in this sand <br /> or in the underlying clay deposit. Two cross sections through the site <br /> show the stratigraphy of the water-bearing zone (Figures 3 and 4). <br /> Ground water generally occurs between 13 to lb feet below ground <br /> level. The liquid elevation (water and petroleum product) contour map <br /> constructed from measurements taken on June 21, 1984 (Figure 5) shows a <br /> liquid level high at Well E-3 in the southeast section of the site. <br /> This unusual configuration may be caused by the effects of mounding due <br /> to the lost product, and indicates that gasoline migrated radially from <br /> the tank complex prior to activation of the recovery system. <br /> PJD 438-22.04 5 <br /> "m(on Rssociates <br />
The URL can be used to link to this page
Your browser does not support the video tag.