My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS_FILE 1
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HUNTER
>
130
>
2900 - Site Mitigation Program
>
PR0505148
>
WORK PLANS_FILE 1
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/5/2020 7:12:43 PM
Creation date
2/5/2020 2:50:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
FILE 1
RECORD_ID
PR0505148
PE
2950
FACILITY_ID
FA0003950
FACILITY_NAME
SJ COUNTY GARAGE
STREET_NUMBER
130
Direction
N
STREET_NAME
HUNTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
02
SITE_LOCATION
130 N HUNTER ST
P_LOCATION
01
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.
/
136
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
Treadwell&Wb <br /> MEMORANDUM <br /> TO : Vicki McCartney, REHS <br /> FROM: Dtxstyne Sutherland and David Dixon <br /> DATE: 20 January 2005 JAPl 2 1 2005 <br /> PROJECT: Former County Motor Pool Site ENVIRONMENT HEALTH <br /> 130 North Hunter Street, Stockton PERMIT/5EWCES <br /> SUBJECT : Addendum to 4 November 2004 Workplan <br /> This addendum to our 4 November 2004 soil and groundwater investigation workplan for the <br /> Former County Motor Pool Site at 130 North Hunter Street in Stockton, presents modifications <br /> to the soil boring program on the basis of discussions with you and the results of our 20 and 21 <br /> December 2004 sampling at the site. We are proposing to drill two additional borings to help <br /> delineate the northern and 0 leff&extent of groundwater contamination in the shallow and <br /> deeper zones. This work will be conducted on 25 "a"A 24 Tµr=_,�, 2nnc in conjunction with the <br /> well abandonment activities that you have already approved. - <br /> Rationale for Additional Work <br /> The object of this additional work is to help complete the site characterization, and to assist with <br /> evaluating remedial options for the Site. The recent deep groundwater sample collected at <br /> boring S13-3 (60-feet deep) has high TPH as gasoline (TPHg) concentration, 91 ,000 micrograms <br /> per liter (µg/1), and the highest benzene concentration yet detected at the Site, 9,400 pg/1. <br /> Shallow groundwater concentrations (30-feet deep) were significantly lower in the shallow zone <br /> (820 p g/1 and 13 1Ag/1 for TPHg and benzene respectively), however, the northern extent of the <br /> deep and shallow zone impacts are not yet characterized. We propose to advance S13-7 (Figure <br /> XJ to help delineate the northern extent of the deep and shallow zone impacts. <br /> a <br /> The shallow groundwater sample collected at boring S13-4 had relatively high TPHg <br /> concentration, 4, 100 µg/1, and a low benzene concentration (4.0 µg/1). A deep groundwater <br /> sample was not obtained at SB-4, but TPHg and benzene concentrations in soil at 59 .5 feet deep <br /> in borings SB-4 and SB -3 are similar, indicating that the deep groundwater zone at S13-4 may <br /> have similar groundwater impacts to SB-3 . This data indicate that the eastern extent of the deep <br /> and shallow zone impacts are not yet characterized, and we propose to advance SB' (Figure 1 ) <br /> to help delineate the eastern extent of these impacts. 2 <br /> Proposed Soil Boring and Sampling <br /> 1 . Soil borings, S13 -6 and SB-7 will be advanced to 70 feet below ground surface (bgs). n <br /> This is 10-feet deeper than previous borings because the vertical extent of soil <br /> impacts has not yet been identified. Grab groundwater samples will be collected <br /> Treadwell & Rollo, Inc. Environmental & Geotechnical Consultants <br /> 555 Montgomery Street, Suite 1300, San Francisco, CA 94111 <br /> Telephone (415) 955-9040 Facsimile (415) 955-9041 <br />
The URL can be used to link to this page
Your browser does not support the video tag.