My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
K
>
KASSON
>
23500
>
2900 - Site Mitigation Program
>
PR0524672
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/6/2020 9:23:01 AM
Creation date
2/6/2020 8:34:26 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0524672
PE
2965
FACILITY_ID
FA0016571
FACILITY_NAME
DEUEL VOCATIONAL INSTITUTE
STREET_NUMBER
23500
STREET_NAME
KASSON
STREET_TYPE
RD
City
TRACY
Zip
953049518
APN
23912001
CURRENT_STATUS
01
SITE_LOCATION
23500 KASSON RD
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.
/
15
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
0 <br /> Carollo Engineers GRG <br /> November 21, 2006(Project No. 3045.036) <br /> The annular space around the slotted portion of the wells will be backfilled with No. 3 sand. The <br /> sand will extend to 0.5 feet to 1 foot above the slotted well screen. A 1-foot-thick bentonite seal <br /> will be placed above the sand pack. The upper portion of the annular space will be backfilled <br /> with cement grout. The driller will provide locking caps for each well. <br /> The driller will construct the monitoring well in the shallow groundwater that has a low <br /> permeability. The No. 3 sand will filter the fine grain sediments from entering the wells. Yet, the <br /> No. 3 sand is coarse enough to allow groundwater to flow readily into the well. The slot size <br /> 0.020 will also filter the fine grain sediments and is yet coarse enough to allow water to flow into <br /> the monitoring well. <br /> The driller will place approximately 1 foot of bentonite pellets over the sand and hydrate <br /> the bentonite using distilled water. The driller will then place a neat cement grout over the <br /> bentonite and will secure the well with a locking well cap and traffic-rated well cover that rests <br /> flush with the ground surface. <br /> Fugro will place stake with flagging around each of the monitoring well to alert the <br /> construction crews to the locations of the wells. <br /> 1.3 EQUIPMENT DECONTAMINATION PROCEDURES <br /> The driller will use detergent solution to clean all sampling equipment between each <br /> sample. Augers will be pressure washed before and after each use. <br /> 1.4 HEALTH AND SAFETY PLAN <br /> Fugro has prepared a preliminary health and safety plan (H&SP) for all Fugro employees <br /> who will work at DVI. The H&SP includes a discussion of the chemicals known to be present at <br /> the site, the potential dangers in working with these chemicals that may be present in the soil <br /> and groundwater, and the potential dangers in working with the drilling and well development <br /> equipment. The H&SP includes a map that shows the location of the nearest hospital and <br /> written directions from the site to the hospital. We present the preliminary H&SP in Appendix A. <br /> The drilling contractor will prepare his own H&SP. <br /> 1.5 TOPOGRAPHIC MAP <br /> The topographic map, Plate 1, shows the proposed drilling sites for the three monitoring <br /> wells and the approximate locations of four existing water supply wells at DVI. We are aware of <br /> no waste handling facilities, or utilities in the vicinity of the proposed locations of the three <br /> monitoring wells. On a larger scale, Plate 2 shows the Class II brine ponds, the locations of the <br /> three monitoring wells, the dirt road, and the access roadways that bound the brine ponds. <br /> cvoeooCSQa50NSO FIMn DOCSIaar.rNOVM DOC 2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.