My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS_FILE 1
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
M
>
MAIN
>
341
>
2900 - Site Mitigation Program
>
PR0506186
>
WORK PLANS_FILE 1
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/6/2020 1:48:30 PM
Creation date
3/6/2020 1:34:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
FILE 1
RECORD_ID
PR0506186
PE
2950
FACILITY_ID
FA0007258
FACILITY_NAME
RIPON SHELL
STREET_NUMBER
341
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
RIPON
Zip
95366
APN
26114007
CURRENT_STATUS
01
SITE_LOCATION
341 E MAIN ST
P_LOCATION
99
P_DISTRICT
005
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.
/
96
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
l� <br /> Mr. Ron Rowe CAMBRIA <br /> July 10, 1998 <br /> CPT Boring Locations: The revised locations of the proposed borings are shown on the attached site map <br /> entitled "Proposed Soil Boring Location Map" (Figure 2). These proposed locations were discussed with <br /> SJCPHS prior to submittal of this addendum. Boring locations can be changed during the boring installation <br /> field work if warranted. Cambria changed the location of most of the borings a relatively small amount so <br /> that the boring spacing is approximately 40 ft. The borings along the south side of East Main Street were <br /> removed based on discussions with SJCPHS indicating that ground water quality to the south west of the site <br /> is adequately characterized at this time by existing ground water monitoring wells on the Chevron property. <br /> Four boring locations were added 150 ft west of the subject site on the 333 East Main Street property to <br /> further assess ground water quality in the assumed ground water flow direction. <br /> Tank Tightness Testing: A specialized service station maintenance subcontractor employed directly by <br /> Equilon will perform the tank tightness testing and visually inspect all UST sumps,dispenser connections, <br /> and other appurtenances for leaks. The subcontractor will contact the SJCPHS to schedule and observe the <br /> work. <br /> Investigation of Offsite Wells: Cambria will determine the depth to water and the total depth of the well <br /> located on 333 East Main Street. A down-hole video camera will be used to determine the screened interval <br /> and condition of the well. Cambria will obtain a grab ground water sample from the well. Cambria will also <br /> obtain a water sample from the CalTrans well when an access agreement has been obtained. These ground <br /> water samples will be analyzed in the same manner as the rest of the ground water samples for the site. As <br /> stated above,Cambria is also investigating construction details for the CalTrans well. Cambria does not have <br /> a firm schedule for these activities at this time,but the results of the investigation will be included in the SWI <br /> report. <br /> Spill History and Oxygenate Use: Cambria will continue to pursue the history of oxygenate use and the <br /> history of spills at the site. The results of this research will be included in the SWI report. <br /> Cambria is planning to begin the field work for the CPT boring insallations on the morning of Tuesday, <br /> July 14, 1998. <br /> 4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.