My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2014
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9999
>
4400 - Solid Waste Program
>
PR0517379
>
ARCHIVED REPORTS_2014
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/18/2020 11:24:49 AM
Creation date
7/3/2020 11:19:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2014
RECORD_ID
PR0517379
PE
4466
FACILITY_ID
FA0007101
FACILITY_NAME
FORWARD INC LANDFILL
STREET_NUMBER
9999
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106003
CURRENT_STATUS
02
SITE_LOCATION
9999 S AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4466_PR0517379_9999 S AUSTIN_2014.tif
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
181
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
extent of the various materials to be excavated in order to accomplish the Work. <br /> PART 3 EXECUTION <br /> 3.1 PROTECTION OF EXPOSED SURFACES <br /> A. During seasonal shutdowns and during other periods of prolonged exposure (more <br /> than 3 days) of excavated or filled areas, or stockpiles, the EARTHWORK <br /> CONTRACTOR shall provide labor, materials and equipment, as required by the <br /> OWNER, to maintain and protect exposed surfaces of cut-and-fill slopes against <br /> wind and water erosion and/or damage. Prior to the application of protective <br /> erosion control measures, the exposed surfaces shall be sloped to drain, and be <br /> compacted with a smooth drum roller, to eliminate ruts and ridges formed by <br /> construction equipment. Methods used to protect exposed surfaces must be <br /> approved by the QA/QC CONSULTANT; however, the EARTHWORK <br /> CONTRACTOR shall be responsible for the effectiveness of the protective <br /> method. In addition, the EARTHWORK CONTRACTOR shall be responsible <br /> for providing all necessary earthwork to protect all exposed geosynthetic materials <br /> installed by the GEOSYNTHETCS CONTRACTOR. <br /> 3.2 EARTHWORK- GENERAL <br /> A. Required lines, levels, contours and datum shall be identified by the <br /> EARTHWORK CONTRACTOR before the start of earthwork operations. <br /> B. Earthwork shall conform to lines, grades, and minimum thicknesses and slopes <br /> indicated on the Construction Drawings and as specified in this section. <br /> C. Drainage ditches shall be constructed and maintained to provide drainage during <br /> construction as directed by the OWNER. <br /> D. The EARTHWORK CONTRACTOR will be responsible for providing siltation <br /> control and management during construction, in general accordance with the site's <br /> approved Storm Water Pollution Prevention Plan. <br /> E. Care shall be taken during earthwork operations to avoid damaging synthetic <br /> components of the landfill including HDPE Pipe, Geotextile, Geomembrane, and <br /> Geosynthetic Clay Liner. Damage caused by the EARTHWORK <br /> CONTRACTOR shall be repaired at the EARTHWORK CONTRACTOR's <br /> expense in accordance with the applicable Specification requirements. <br /> Forward Compost Facility Stormwater Improvements <br /> 02300 7 EARTHWORK <br />
The URL can be used to link to this page
Your browser does not support the video tag.