My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
CORRESPONDENCE_1990-1993
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9999
>
4400 - Solid Waste Program
>
PR0440005
>
CORRESPONDENCE_1990-1993
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/17/2023 4:13:34 PM
Creation date
10/17/2022 1:45:46 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
1990-1993
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.
/
788
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
=OWn IM "'IF i i,U' <br />Waste Management Unit A AWMU AJ, <br />Surface flow from WMU A enters an east by west curb and <br />gutter system which was installed along the northern property <br />line paralleling the main entrance road. Additionally, a six- <br />foot wide valley gutter was installed across the main entrance <br />road to join the flowline of the curb and gutter. At the end of <br />the curb and gutter lies a temporary ditch which channels flow <br />into the the stormwater retention basin it north of WMU D-89. <br />The portions of the access road that lie between WMU A and the <br />the retention basin are graded at 2%, causing all surface runoff <br />to drain into the retention basin. <br />Access roads <br />All access roads that do not drain into the retention basin north <br />of WMU D-89 are graded at 2%, causing surface runoff to collect <br />in a drain swale that channels all flow the the main runoff <br />collection area at the southwest, corner of the property. <br />WMU B and WMU D-87 <br />Runoff from WMU B and WMU D-87 is directed to the south <br />through down drains, and into the South Little John Creek area, <br />described below® <br />WMU D-88 South and WMU E <br />All surface runoff is contained within these individual. <br />waste management units. <br />WMU D-88 North <br />A berm directs the surface runoff to the west, into a down <br />drain and pipe that crosses the access road to the drain swale. <br />This runoff is then directed to the main runoff collection are -a. <br />
The URL can be used to link to this page
Your browser does not support the video tag.