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SU0011836
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SU0011836
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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
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EHD - Public
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Draft Supplemental Environmental Impact Report Page I1-30 <br /> Forward Inc. Landfill 2018 Expansion Project <br /> for peak year rainfall and the description oft e leachate collection system <br /> designed to meet the maximum probable leachate generated. Engineering <br /> control systems(leachate collection system, drainage control,groundwater and <br /> gas controls),monitoring programs,and institutional controls have been <br /> presented in the JTD,which has been reviewed by the RWQCB. Reporting on <br /> leachate generation volume and quality is a requirement of the RWQCB- <br /> stipulated progress reporting through the various proposed landfilling phases. <br /> • The landfill cell anchor trenches would be elevated 2 to 3 feet above the <br /> surrounding land to minimize the possibility of water from major storm events <br /> draining into the cells and adding to the volume of leachate. <br /> Implementation of these procedures would reduce the impact to a less-than- <br /> significant level. <br /> F.5: The re-routing of the Proposed as Part of the Project. Less than <br /> South Branch of South The following measures are proposed as part of the project,as described in the Significant <br /> Littlejohns Creek could Project Description and design study for the proposed creek realignment: <br /> result in flooding if the <br /> new alignment is not • The channel must function as a natural corridor, require little or no <br /> designed to accommo- maintenance once the vegetation is established, and should provide 100-year <br /> date peak flows. flood protection. <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 <br /> the 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 />
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