My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
B
>
B
>
1603
>
3500 - Local Oversight Program
>
PR0543430
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/5/2019 11:08:01 AM
Creation date
2/5/2019 9:38:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0543430
PE
3528
FACILITY_ID
FA0009377
FACILITY_NAME
CAL TRANS MAINT SHOP 10
STREET_NUMBER
1603
Direction
S
STREET_NAME
B
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16918002
CURRENT_STATUS
02
SITE_LOCATION
1603 S B ST
P_LOCATION
01
P_DISTRICT
001
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.
/
219
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
Field Activities <br /> Groundwater monitoring wells MW-9, MW-1 1 through MW_13, MW-14A;MW-16, MW-1.9, MW-20, <br /> MW-24, MW-25, VM- 1, VM-2,_-and ASW-1 through ASW-4 will be destroyed by pressure grouting <br /> the casing and annulus to-the total depth of each well. The sealing material will consist of neat cement <br /> with a 5% mixture of bentonite: The cement wily be introduced:with a tremie'pipe extending to the <br /> bottom of each monitoring well. Wells MWa9, MW-11 through.MW-13,.MW-14A, MW716, MW-19, <br /> MW-20, MW724 and MW725 are 4-inch-diameter wells and rang_e in depth from 60,to 91 feet. Wells <br /> VM-1 and VM-2 are 2-inch-diameter wells and are 60feet deep. Wells ASW-1 through ASW-4 are 1- <br /> inch-diameter wells and range in depth.from 72 to 96 feet.Well'concentrations details are presented on <br /> Table 1. After the wells are grouted to a depth of approximately'! feet below the ground surface, we <br /> will utilize a backhoe to remove the upper 3'feet of casing and the soil from an area 12 inches larger <br /> than the original boreholes. Once the soil has been removed, additional'grout.will be added to the <br /> casing and allowed to."mushrbom" over the.casing and-into the`surrounding 346ot=deep excavation. <br /> The excavation will then.be backfilled with soil and concrete to the ground surface. Black dye will be <br /> .applied to the concrete at the ground surface iii order to•blend with the surrounding asphalt. <br /> Per SJCEHD;requirements, due to minor contamination remaining in wells VEW-1 and VEW-2, these ' <br /> wells will be destroyed by overdrilling the casing'and annulus to the total depth of each well. Wells <br /> VEW-1 and YEW-2'are 6-inch-diameter wells and are 40 feet deep. After.removal-of the casing and <br /> annulus from each well,the wells will be backfilled with neat'cement as described above. <br /> The excavated soil wiltbe contained`in labeled Department of Transportation-approved, 55-gallon <br /> -drums and stored .temporarily onsite'until transportation to -an appropriate disposal facility'can be <br /> arranged. The well casing will be placed in a waste receptacle. <br /> Report Preparation <br /> A Well Destruction Report will be prepared to.transmit the field data. The Report will include (but not <br /> be limited to) the following: <br /> Project description <br /> Field observations <br /> Appendices including the SJCEHD Well Destruction Permit <br /> Vicinity Map arid.Site Plan indicating.the former-well locations <br /> We will"also submit.copies of completed California Department of Water Resources (DWR) Well _ <br /> Completion Reports for.each destroyed well under separate cover. <br /> Shop 10 Maintenance Station,Task Order No.94 Caltrans Contract 06Al1141,8A 43-910076 <br /> Project No.59200-06-94 -2 - June 29,2010 <br />
The URL can be used to link to this page
Your browser does not support the video tag.