My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
CORRESPONDENCE_2003-2005
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9999
>
4400 - Solid Waste Program
>
PR0440005
>
CORRESPONDENCE_2003-2005
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/17/2023 4:15:06 PM
Creation date
7/3/2020 10:49:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2003-2005
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
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2003-2005.tif
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.
/
703
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
Mr. Kevin Basso A - 2 - 0 21 May 2004 <br />synthetic clay liner (GCL) for the compacted clay component and a geocomposite drainage net for the <br />gravel blanket LCRS. The base liner system complies with the Title 27 California Code of <br />Regulations (CCR). The side -slope operations layer will be placed in 10 -foot lifts as the unit fills to <br />prevent damage to the side -slope liner. The side -slope liner is an engineered alternative that complies <br />with the facilities waste discharge requirements. <br />Where the side -slope liner overlies the Austin Road WMU cover approximately 4 feet of compacted <br />fill will be installed between the existing cover and the liner. The additional fill will bridge over any <br />voids that may develop due to waste settlement thus preventing damage to the FU -04 liner. <br />The following issues should be addressed in the final CQA report: <br />1. The Final Construction Quality Assurance Report for both waste management units must <br />include sufficient information for RWQCB staff to determine that the units were constructed in <br />general compliance with plans and with requirements. <br />2. Provide As -built drawings of the major components including the leachate collection system; <br />pipe layout, top of subgrade, top of gravel, top of operations layer, sump connections and a map <br />showing location of all CQA testing. <br />3. Copies of weekly construction reports should be FAXed to Regional Board staff each week. <br />Daily, weekly and other construction reports and change orders should be documented in the <br />final CQA report. <br />Staff finds that the design plans and specifications comply with Title 27 CCR and the facility's waste <br />discharge requirements and staff concurs with the Design Plan. <br />If you have any questions, please call me at (916) 464-4614. <br />ROSS D. ATKINSON <br />Associate Engineering Geologist <br />cc: Mr. Robert McClellan, San Joaquin County LEA, Stockton. <br />Mr. Keith Kennedy, CIMWB, Sacramento. <br />Ms. Sangeeta Lewis, Lewis Engineering, Piedmont. <br />Mr. Butch Stafani, Forward Inc. <br />Mr. Lochlin Caffey, Forward Inc. <br />Mr. Curt Fuji, Forward Inc. <br />RDA; C:\tnydocuments\FORWARD\DsnRptFU-04a <br />
The URL can be used to link to this page
Your browser does not support the video tag.