My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0011836
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9999
>
2600 - Land Use Program
>
PA-1800090
>
SU0011836
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/18/2023 10:35:38 AM
Creation date
9/4/2019 10:04:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0011836
PE
2656
FACILITY_NAME
PA-1800090
STREET_NUMBER
9999
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336-
APN
20106003, -05, 18115007, -16
ENTERED_DATE
6/26/2018 12:00:00 AM
SITE_LOCATION
9999 S AUSTIN RD
RECEIVED_DATE
8/15/2023 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
FilePath
\MIGRATIONS\A\AUSTIN\9999\PA-1800090\SU0011836\APPL.PDF \MIGRATIONS\A\AUSTIN\9999\PA-1800090\SU0011836\EHD COND.PDF \MIGRATIONS\A\AUSTIN\9999\PA-1800090\SU0011836\DRAFT SEIR-09-2018.PDF \MIGRATIONS\A\AUSTIN\9999\PA-1800090\SU0011836\EIR-07-2018.PDF
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.
/
1399
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
Draft Supplemental Environmental Impact Report Page II-28 <br /> Forward Inc. Landfill 2018 Expansion Project <br /> F. 5: The re-routing of Proposed as Part of the Project: Less than <br /> the South Branch of The following measures are proposed as part of the project, as described in the Significant <br /> South Littlejohns Creek Project Description and design study for the proposed creek realignment: <br /> could result in flooding if <br /> the new alignment is not • The channel must function as a natural corridor,require little or no maintenance <br /> designed to accommo- once the vegetation is established, and should provide 100-year flood protection. <br /> date peak flows. <br /> • The channel slope and depth will be appropriate to the 100-year flood <br /> protection. The channel slope and depth are based on the invert elevations of the <br /> existing channel at the start and end of the new channel. The slope between <br /> these two points along this alignment is designed for 0.00055 ft/ft which <br /> translates into a ground surface profile along the alignment a channel depth <br /> between 10 and 12 feet. <br /> • The appropriate responsible agencies must review and approve the updated <br /> April 2018 design for the relocation of the South Branch of South Littlejohns <br /> Creek. <br /> Implementation of these procedures would reduce the impact to a less-than- <br /> significant level. <br /> F.6. Adding significant Proposed as Part of the Project. Less than <br /> new landfill volume Significant <br /> could potentially Forward Landfill has agreed to a short-term and long-term mitigation of the <br /> contribute to the known offsite impacts of the existing VOC plume,to provide an alternative source of <br /> VOC-contaminated drinking water to those residents in the downgradient area who are using <br /> domestic water wells for drinking water and whose domestic wells may be <br /> plume and other <br /> adversely affected by the VOC plume. A long-term solution currently being <br /> groundwater <br /> contamination. investigated by Forward to assist those residents on Newcastle Road,who are <br /> already being provided with bottled drinking water by Forward, is for Forward <br /> to provide the property owners on Newcastle Road in the footprint of the <br /> downgradient plume with municipal piped water to replace the current use of <br /> the supply wells; <br />
The URL can be used to link to this page
Your browser does not support the video tag.