My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2004
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WAVERLY
>
6484
>
4400 - Solid Waste Program
>
PR0440004
>
ARCHIVED REPORTS
>
ARCHIVED REPORTS_2004
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2020 3:53:21 PM
Creation date
7/3/2020 10:42:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2004
RECORD_ID
PR0440004
PE
4433
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
01
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2004.tif
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.
/
574
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
NOTES: <br /> FILTER <br /> GEOTEXTILE PROTECTIVE OPERATIONS LAYER 18-INCH NONPERFORATE SEE NOTE 4 1. PROVIDE EXTRA 1 FOOT OF COVER OVER RISER PIPE. - <br /> HDPE RISER PIPE <br /> GRANULAR DRAINAGE MATERIAL 2. PLACE BOLLARDS AROUND END OF RISER PIPE FOR PROTECTION FROM TRAFFIC. iii <br /> 60-mil SINGLE TEXTURED SEE NOTE 3 FLANGE CAP a) <br /> HDPE GEOMEMBRANE 3. PLACE TWO ADDITIONAL SHEETS OF CUSHION GEOTEX11LE BELOW LEACHATE RISER PIPE 0 <br /> GEOSYNTHETIC CLAY LINER GEOCOMPOSITE TO PROTECT GECOMPOSITE DRAINAGE NET. c <br /> DRAINAGE NET w <br /> 60-mil DOUBLE GENERAL EARTHFILL SEE NOTE 1 a1'MIN 4. CONTRACTOR TO PROVIDE RISER GUIDE TO PREVENT LATERAL PIPE MOVEMENT <br /> TEXTURED HDPE COARSE GRAVEL i BUT PERMITTING EXPANSION/CONTRACTION. <br /> GEOMEMBRANE 5. PERFORATION PATTERN:1/2-INCH HOLES AT PIPE FOURTH POINTS,SPACED a <br /> 6-INCHES ON CENTER. C <br /> CUSHION <br /> GEOTEXTILE S MIN 6. USE HDPE BOOT TO ALLOW PENETRATION OF LYSIMETER PROTECTIVE CASING o <br /> NOTE 6 OR RISER PIPE THROUGH GEOSYNTHETICS. <br /> 1MIN _—_—_ _ _ — 7. OFFSET PRIMARY AND SECONDARY RISER PIPES BY APPROXIMATELY 5-FT(HORIZONTAL). <br /> 1'MIN 18-INCH NONPERFORATED <br /> HDPE LEACHATE RISER PIPE 8. USE SINGLE SIDE TEXTURED HDPE GEOMEMBRANE WITH TEXTURED SIDE <br /> 0 0 PLACED AGAINST GEOSYNTHETIC CLAY LINER. <br /> 2'MIN \ CUSHION 9. BELOW APPROX.ELEVATION 35',THE MATERIAL UNDERLYING THE INTERFACE LINER IS o <br /> GEOTEXTILE .0 <br /> -———_— (SEE NOTE 3) EITHER NATIVE GROUND OR GENERAL EARTH FILL AND NO SUBGRADE FILL IS REQUIRED. .5 <br /> WELD 5'MIN I \ 10. OWNER SHALL PLACE A PROTECTIVE PLASTIC COVERING OVER THE GEOCOMPOSITE W <br /> GEDRAINAGE NET.THE PROTECTIVE PLASTIC COVERING SHALL BE REMOVED(BY OWNER) <br /> CLAY LINER 60-mil SINGLE TEXTURED \\ DRAINAGEINAGE NET <br /> T BEFORE THE SIDE SLOPE OPERATIONS LAYER IS PLACED AGAINST THE GEOCOMPOSITE <br /> HDPE GEOMEMBRANE ' �® ___ _ _- DRAINAGE NET.THE SIDE SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE PLACED IN a <br /> CONJUNCTION WITH WASTE PLACEMENT(BY OWNER)TO A MAXIMUM HEIGHT OF 10'ABOVE <br /> GEOSYNTHETIC 18"HDPE LONG ` u <br /> CLAY LINER RADIUS ELBOW - THE LEVEL OF REFUSE.THE OWNER SHALL PLACE THE SIDE SLOPE OPERATIONS LAYER m <br /> USING A WHEELED LOADER,WITH NO EQUIPMENT LOADING ON THE SLOPE.OWNER SHALL <br /> CUSHION \ 60-mil SINGLE TEXTURED PROVIDE TEMPORARY ANCHORING OF PROTECTIVE PLASTIC COVERING.TEMPORARY <br /> GEOTEXTILE HDPE GEOMEMBRANE GEOSYNTHETIC ANCHORAGE SHALL NOT DAMAGE UNDERLYING LINER. <br /> \ (NOTE 6) CLAY LINER N <br /> 18-INCH PERFORATED <br /> HDPE LEACHATE RISER PIPE \ SECTION-PRIMARY LEACHATE RISER PIPE o <br /> W/FLANGE CAP <br /> (SEE NOTE 5) \ O En <br /> `n <br /> �P cli <br /> \ 18-INCH NONPERFORATED Z 1!7 I <br /> \® HDPE RISER PIPE Z(n00 <br /> CUSHION 'Q U <br /> SECTION GEOTEXTILE U O <br /> SECTION V �1 (SEE NOTE 3) <br /> LEACHATE RISER AND SUMP SHT 4 00 IW— <br /> NTS (SEE NOTE 2,7) (n Q <br /> 0) <br /> rn� t <br /> --- --- a <br /> GEOCOMPOSITE a <br /> 60-mil SINGLE TEXTURED GEOSYNTHETIC DRAINAGE NET I <br /> (NHOPE OTE g OMEMBRANE <br /> PROTECTIVE OPERATIONS LAYER CLAY LINER <br /> o <br /> GRANULAR DRAINAGE MATERIAL S iz <br /> FILTER 60-mil SINGLE TEXTURED <br /> GEOTEXTILE HDPE GEOMEMBRANE(NOTE 8) :j c� a7 <br /> PROTECTIVE `� <br /> GEOSYNTHETIC CLAY LINER VAULT BOX \, <br /> GENERAL EARTHFILL (TRAFFIC RATED) Q <br /> 60.miIDOUBLE TEXTURED <br /> COARSE GRAVEL 1 VARIE EXISTING GRADE � <br /> 11 <br /> HDPE GEOMEMBRANE (VARIES) <br /> 6"PERFORATED s 60 mil SINGLE sm <br /> HDPE LEACHATE <br /> TEXTURED HDPE <br /> -o-„1g;:; rn s <br /> COLLECTION PIPE SEE OTE 6 GEOMEMBRANE <br /> — — — — a> t <br /> _ THICKNESS VARIES FROM (SEE NOTE 8) O V <br /> 1'MIN — —p _p — — —_p�•,;0. APPROX 1-FT TO 5-FT '''((( GEOSYNTHETIC <br /> CLAY LINER <br /> EL— — — — 0 0 0 o 0 — 0 080 \ SUBGRADE FILL EXISTING AUSTIN ROAD <br /> 0 0 0 0 0 LANDFILL COVER <br /> 2'MIN \ GEOCOMPOSITE <br /> DRAINAGE NET AND REFUSE w <br /> CUSHION 5'MIN e o — — 0 0 00 oa 00 \ (SEE NOTE 9) J Z <br /> GEOTEXTILE <br /> WELD LYSIMETER LEADS \® o N Q <br /> 60-mil SINGLE TEXTURED AND PROTECTIVE CASING <br /> CLAY LINER HDPE GEOMEMBRANE DETAIL Q <br /> (NOTE 8) z 60-mil SINGLE TEXTURED J Il <br /> g HDPE GEOMEMBRANE INTERFACE LINER DETAIL SHT 3 O M Q <br /> CLAY LINER <br /> CLAY LINER POROUS NTS of O <br /> SUCTION CUP Q U In <br /> CUSHIONLYSIMETER Z <br /> - GEOTEXTILE GEOSYNTHETIC CLAY LINER O O <br /> 0 <br /> u- N <br /> SECTION <br /> ® TYPICAL SUMP AND LYSIMETER SHT 4 <br /> NTS <br /> ESS/21, <br /> No.22631 <br /> Exp. 12-31-05 <br /> Sheet$of10 <br /> srIgCIVi1.Fd6aT Rev <br /> CAl <br />
The URL can be used to link to this page
Your browser does not support the video tag.