My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0012552
Environmental Health - Public
>
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
;.:'. �z2 r y.. �-' astir' - .r. "`-.:� ,., '""-' "` `.'•..`�',y.*^ "--.- - <br /> ,w <br /> r <br /> PRESENT CONDITIONS <br /> EHCON Associates began evaluation of the recovery system at this site in <br /> October 1485. The investigation included an evaluation of the hydraulic <br /> functioning of the recovery system and an assessment of the current <br /> �- extent of hydrocarbon contamination. The prime purpose of the hydraulic <br /> evaluation is to determine the area of influence of the recovery well to <br /> ensure the capture of gasoline product beneath the site. <br /> The hydraulic evaluation of the site involved (1) deactivation of the <br /> system, then monitoring the recovery for a week, and (2) monitoring of <br /> water levels during reactivation of the recovery system and observing <br /> the drawdown response in the water table. Hydrogeologic parameters <br /> including transmissivity of the aquifer, flow rates, and cone of depres- <br /> sion were estimated from this data. <br /> During the system reactivation, monitoring showed ali site wells were <br /> affected within two hours by pumping at 16 gpm in,the extraction well. <br /> _. Drawdowns ranged from 2.26 feet in the recovery well to .02 foot in <br /> E-12, 110 feet from the pumping well. The data collected from the <br /> evaluation was used to estimate some hydraulic parameters. - An average <br /> transmissivity of approximately 7,000 gallons per day per foot (gpd/ft) <br /> was calculated from the drawdown and recovery of water levels during <br /> deactivation and reactivation of the system. From this transmissivity, <br /> an average ground-water velocity of 1 to 2 feet/day towards the recovery ` <br /> ti well was estimated based on the observed gradient (see Appendix C for <br /> transmissivity calculations). <br /> Contour maps developed from liquid levels measured while the recovery <br /> system was operating (Figure 6) and while the system was deactivated for <br /> one week (Figure 7), demonstrate the influence of the extraction well. <br /> The zone of pumping influence extends approximately 110 feet from the <br /> extraction well. The capture zone encompasses all the area beneath the <br /> service station as shown by the cone of depression in Figure 6. The <br /> majority of lost product is believed to be within this zone due to flat <br /> ground-water gradients and low velocity. <br /> PJD 438-22.04 8 <br /> `,` EMCM Associates <br />
The URL can be used to link to this page
Your browser does not support the video tag.