My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0011940
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
P
>
PATTERSON PASS
>
25775
>
2900 - Site Mitigation Program
>
PR0543467
>
ARCHIVED REPORTS_XR0011940
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/5/2020 9:42:15 AM
Creation date
5/5/2020 8:41:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011940
RECORD_ID
PR0543467
PE
2960
FACILITY_ID
FA0024672
FACILITY_NAME
FORMER ATLANTIC RICHFIELD CO (ARCO) NO 6100
STREET_NUMBER
25775
Direction
S
STREET_NAME
PATTERSON PASS
City
TRACY
Zip
95377
CURRENT_STATUS
01
SITE_LOCATION
25775 S PATTERSON PASS
P_LOCATION
03
QC Status
Approved
Scanner
LSauers
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.
/
238
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
supply well has been measured at approximately 40 to 45 feet bgs Based on this information, <br /> the water supply well appears to be screened within a confined regional water supply aquifer <br /> The source of the groundwater observed in the monitoring and vapor extraction wells beneath the <br /> site cannot be positively determined at this time In the previous SCM, Stratus identified <br /> percolation of meteoric water into the subsurface, leakage from on-site water pipes, and recharge <br /> from the on-site water supply well as possible sources of the encountered groundwater <br /> Stratus reported in the SCM that the water encountered in the shallow-screened wells was likely <br /> meteoric water The basis of this argument was a general increase in water levels in the shallow <br /> screened wells during the winter and spring months, and decrease in water levels during the <br /> summer and autumn months Groundwater elevations in the shallow screened wells were <br /> measured between approximately 254 and 223 feet mean sea level (msl) at the time of the second <br /> quarter 2006 monitoring event (excluding wells connected to the vapor extraction system) This <br /> significant variation in the water level measurements suggests that groundwater in the shallow <br /> screened wells is perched and localized Groundwater elevation contours, and groundwater <br /> elevations, for the shallow-screened wells at the time of the second quarter 2006 monitoring <br /> event are presented in Figure 7 <br /> Groundwater elevations were measured between approximately 178 and 186 feet msl in the <br /> deeper screened monitoring wells during the second quarter 2006 A review of Figure 8 shows <br /> relatively evenly spaced potentiometric surface lines, with a groundwater surface sloping <br /> . towards the southeast at an average gradient of 0 032 ft/ft Based on this observation, an <br /> upgradient source of groundwater recharge, providing relatively constant head pressure, appears <br /> to be supplying groundwater to sand zone 2 <br /> Given the groundwater elevations observed in wells MW-1, MW-10, MW-12, and MW-15 <br /> through MW-18, and the close, upgradient position of the on-site water supply well relative to <br /> these wells, it appears likely that groundwater recharge into sand zone 2 has occurred from the <br /> on-site water supply well However, the consistent absence of groundwater in deeply screened <br /> wells MW-3 and MW-7, which are situated between the on-site water supply well and off-site <br /> wells MW-1, MW-10, MW-12, and MW-15 through MW-18, is problematic to this explanation <br /> 3.3 Extent of Petroleum Hydrocarbon Impact to Soil <br /> Petroleum hydrocarbons appear to have been released to the subsurface beneath the former <br /> product dispensers, product piping, and former UST complex The bulk of the petroleum <br /> hydrocarbon mass appears to be situated above approximately 45 feet bgs on-site, with localized <br /> high concentrations encountered on-site between approximately 45 and 80 feet bgs The vertical <br /> and lateral extent of subsurface petroleum hydrocarbon impact appears to be adequately <br /> characterized on-site SVE has removed significant petroleum hydrocarbon mass from the on- <br /> site area <br /> Petroleum hydrocarbons (predominately GRO and BTEX) have also impacted soil south and <br /> southeast of the site The highest off-site concentrations of GRO (4,400 milligrams per kilogram <br /> [mg/Kg]) and benzene (22 3 mg/Kg) were historically reported for a soil sample collected from <br /> K IBp Arco for URS161001Repoos16100 assessment rpt&scm update doc Page 9 OTRATUJ <br />
The URL can be used to link to this page
Your browser does not support the video tag.