My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
CORRESPONDENCE_1971-1981
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9999
>
4400 - Solid Waste Program
>
PR0440005
>
CORRESPONDENCE_1971-1981
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/17/2023 4:13:14 PM
Creation date
8/29/2022 2:57:06 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
1971-1981
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\cfield
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.
/
438
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
February 7, 1978- <br /> Project .I W.1 i:1 <br /> 3 . <br /> The wastes will be transported by a hauling contractor and placed from <br /> both edges of the trench. 'Earth cover material will be p.iaced over the <br /> waste in a typical cell construction to minimize contact with precipitation, <br /> if required. Cell construction wili terminate 3 feet. below adjacent: embankment. <br /> crest to permit installation of a clay surface seal as shown on Plate 3., <br /> Trench Detail. ` <br /> As previously stated, a portion of the wastes are dry (or at least have a <br /> low moisture content) however, the fluid characteristics of the ponded <br /> waste is not known. If these wastes have moisture above- their specific <br /> retention capacity.; the fluid will flow to the sump at the low end of the <br /> trench where fluid levels can be monitored using the PVC riser pipe <br /> ., as a g.uage. If significant.quantities of fluid accumulate in the sump, <br /> it will be pumped into the embankment enclosure shown on Plate 1 , Site <br /> Sketch, where they will be removed by solar evaporation.. . The pond will be <br /> .constructed to the same permeability specifications as the' trench disposal <br /> facilities (i.e. pond floor and embagkmen.ts constructed 6f s ity clay and <br /> clay with permeability less than 10 cm/sec.) The evaporation pond will <br /> not be constructed until early simmer due to current wet field conditions. <br /> This procedure will prevent the accumulation of fluid head inside the <br /> disposal trench and assure against the potential for lateral migration. <br /> We anticipate constructing future disposal trenches west of, and parallel <br /> to FMC Trench #l . Future facilities may be altered in configuration depending <br /> upon operational experience gained in handling the initialwaste shipments. <br /> However, regardless of configuration, each new trench facility will be <br /> designed and equipped with the same environmental control features <br /> provided in the initial trench.. If :future design changes become desireable, <br /> they will be presented to appropriate staff of your Board for review and <br /> approval prior to Construction. <br /> We further anticipate the need ,ta install from 3 to 6 additional monitorin <br /> wells down-gradient- of the disposal operation as new facilities are extended <br /> westward. <br /> SCHEDULE <br /> Based upon current estimates of waste volume and recent discussions with <br /> management personnel of FMC Corporation, we anticipate between 20 and 2.4 <br /> months of continuous work (5 day work week) to accomplish transfer and <br /> disposal of the wastes currently in storage: at Modesto. ' <br /> t <br /> `Beta v4ssociates Q <br />
The URL can be used to link to this page
Your browser does not support the video tag.