My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0011306
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
F
>
FREMONT
>
1401
>
3500 - Local Oversight Program
>
PR0545145
>
ARCHIVED REPORTS_XR0011306
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/9/2020 11:24:00 AM
Creation date
1/9/2020 11:09:19 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011306
RECORD_ID
PR0545145
PE
3528
FACILITY_ID
FA0003820
FACILITY_NAME
VALLEY WHOLESALE DRUG
STREET_NUMBER
1401
Direction
W
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
13525031
CURRENT_STATUS
02
SITE_LOCATION
1401 W FREMONT ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\wng
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
85
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
CTeologtcal Tcckrurs nc. <br /> Page 7 <br /> Valley Wholesale Drug Company <br /> Project No 989 2 <br /> November 8,2004 <br /> ' 1) Analysis of the 21-feet bgs sample mdxcates an average K value of 6 87E-07 cm/sec and <br /> an average effective porosity of 0 3917 The average honzontal groundwater velocity (v) <br /> is estimated to be 0 012 ft/yr <br /> 2) Analysis of the 26-feet bgs sample indicates an average K value of 1 17E-07 cm/sec and <br /> an average effective porosity of 0 3811 The average horizontal groundwater velocity(v) <br /> ' is estimated to be 0 002 ft/yr <br /> 3) Analysis of the 41-feet bgs sample indicates an average K value of 6 28E-07 cm/sec and <br /> an average effective porosity of 0 4238 The average horizontal groundwater velocity(v) <br /> ' is estimated to be 0 01 ft/yr <br /> 2.6 Conclusions <br /> ' • The lithology o y f the site is relatively flat and uniform in distribution <br /> ' • Groundwater elevation, gradient and bearing have been relatively consistent since site <br /> investigations began <br /> • All soil samples were non-detect above laboratory reporting limits for all analyzed <br /> ' constituents <br /> • Trace levels of MtBE were recorded in four of the eight GeoProbe borings <br /> • All other analyzed constituents were non-detect above laboratory reporting limits in all <br /> eight GeoProbe boreholes <br /> • From previous investigation activities and groundwater monitoring we find that three <br /> monitoring wells contain TPH-g & BTEX at low to trace levels and that six monitoring <br /> ' wells contain low to trace levels of MtBE <br /> ' 3.0 APPENDIX B SITE CLOSURE CHECKLIST <br /> ' 3.1. Receptor Well Survey <br /> A sensitive receptor survey was performed In August of 2002 encompassing a 2000-foot <br /> ' radius around the site The following conclusions are discussed in the Receptor Survey <br /> Report—October 15, 2002 <br /> • No City Wells were located in the 2000-foot search radius, thus impact to <br /> municipal water supply seems unlikely <br /> • The domestic water supply in the search area comes from the municipal water <br /> supply and not from domestic wells It is not likely contamination originating <br /> tfrom the former USTs at VWDC would impact domestic water supplies <br /> • Domestic and irrigation wells formerly or currently located in the area are at such <br /> a depth and distance that impact from plume migration is unlikely <br /> ' • Groundwater monitoring at the site indicates the contaminants are moving away <br /> from the Stockton Deep Water Channel and the Mormon Slough Impact to <br /> these receptors from the site appears unlikely <br /> 1 � <br />
The URL can be used to link to this page
Your browser does not support the video tag.