My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0002168
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9999
>
2600 - Land Use Program
>
UP-00-07
>
SU0002168
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:29:04 AM
Creation date
9/4/2019 10:04:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0002168
PE
2626
FACILITY_NAME
UP-00-07
STREET_NUMBER
9999
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
APN
18115007, 09, &
ENTERED_DATE
10/23/2001 12:00:00 AM
SITE_LOCATION
9999 S AUSTIN RD
RECEIVED_DATE
5/25/2000 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\A\AUSTIN\9999\UP-00-07\SU0002168\APPL.PDF \MIGRATIONS\A\AUSTIN\9999\UP-00-07\SU0002168\CDD OK.PDF \MIGRATIONS\A\AUSTIN\9999\UP-00-07\SU0002168\EH COND.PDF \MIGRATIONS\A\AUSTIN\9999\UP-00-07\SU0002168\2012 MONT RPT.PDF
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
121
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
April 4, 2012 <br /> k. 56 (G.3) <br /> Proposed as Part of the Project: <br /> The project sponsor has prepared a seismicity study for the site. If the <br /> potential maximum peak ground acceleration in the seismicity study is <br /> greater than that assumed in the preliminary design, the final project <br /> design analysis will make modifications needed to meet the factor of <br /> safety (determinations may be subject to the approval of CalRecycle <br /> and/or RWQCB). Impacts to the new liner and drainage system installed <br /> over the Austin Road Landfill will be monitored as appropriate based on <br /> any stipulations of CalRecycle and/or RWQCB. <br /> Current Status: Forward utilizes the updated seismicity study for the final <br /> design of waste management units at the site. These designs are reviewed <br /> and approved by the RWQCB. <br /> I. 57 (G.4) <br /> Proposed as Part of the Project: <br /> Overall reduction—or, in some cases, elimination or improvement—of <br /> slope instability at the project site can be achieved through the <br /> implementation of the seismic design measures designed to meet CCR <br /> Title 27. <br /> Current Status: Forward designs all waste management units at the site to <br /> comply with the seismic design measures included in the CCR Title 27 <br /> requirements. <br /> m. 58 (G.5) <br /> Proposed as Part of the Project: <br /> The applicant's Joint Technical Document references an erosion <br /> management plan that delineates various actions to minimize erosion and <br /> sedimentation, including appropriate construction, landscaping, and <br /> maintenance of graded slopes and subsurface drainage systems. As part <br /> of that plan, grading operations will be scheduled to avoid the rainy season <br /> and be implemented by interim engineering control measures. Before <br /> grading is stopped, slopes will be directed to carry runoff to areas where <br /> erosion and sedimentation can be controlled. Truck beds will be hosed <br /> down to reduce soil spillage on paved roads and wind-blown dust. <br /> Relocation of Littlejohns Creek could lessen the sedimentation potential to <br /> the creek. <br /> Completed cells will be stabilized by the planting and maintenance of <br /> drought-resistant grasses. This will inhibit wind and water erosion and <br /> maximize the fertility of the soil in order to facilitate revegetation. <br /> Page 30 <br />
The URL can be used to link to this page
Your browser does not support the video tag.