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ARCHIVED REPORTS_2004
Environmental Health - Public
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EHD Program Facility Records by Street Name
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W
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WAVERLY
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6484
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4400 - Solid Waste Program
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PR0440004
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ARCHIVED REPORTS
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ARCHIVED REPORTS_2004
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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
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EHD - Public
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NOTES: <br /> 1. BLEND ENDS OF ANCHOR BERM INTO SURROUNDING <br /> TERRAIN AT A MAXIMUM 10 PERCENT GRADE. <br /> 2. PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST CLAY LINER OR GCL. <br /> 3. PERFORATION PATTERN: 1/2 INCH DIAMETER HOLES AT PIPE <br /> 2 M1N f s, FOURTH POINTS, SPACED 6-INCHES ON CENTER. Q) <br /> W <br /> GENERAL a) <br /> EARTH FILL <br /> 1 <br /> 3' IkN�M.R', <br /> --'BERM:-i <br /> _- GEOCOMPOSITE <br /> NATIVE <br /> NATIVE 3 MIN GROUND 1 DRAINAGE NET <br /> GROUND ANCHOR 2 <br /> TRENCH 3' 7' MIN <br /> MIN 60 mil SINGLE TEXTURED c <br /> GEOSYNTHETIC HDPE GEOMEMBRANE <br /> CLAY LINER <br /> ly <br /> a. <br /> SECTION E <br /> SOUTH SLOPE LINER - TOP SLOPE SHT 4 0 <br /> TERMINATION/ANCHOR TRENCH (SEE NOTE 1) F <br /> NTS a <br /> 0 <br /> 0 rn <br /> PROTECTIVE N <br /> �r OPERATIONS LAYER —f Lj z U-) I <br /> FILTER Z F- rn N <br /> GEOTEXTILE <br /> 3„ MIN COARSE GRAVEL o < U <br /> e ® <br /> Q 0 <br /> ' 00 <br /> OQ 0OO 000O O 000 � , � <br /> p° ° © v5' MIN O O 0 00 o ° 1I1' MIN O0GRANULAR. O � <br /> PROTECTIVE 0O 0FILTER0o DRAINAGE n <br /> Z U <br /> op o0 0°00 o 000 GEOTEXTILE N z `® O � 0 09000 MATERIAL ---� m� g o <br /> _ OPERATIONS LAYER 00 o O _ <br /> ® ® ® ® ..� � 0 0 0000 2 <br /> 00 o ` 2 ._ � ..� — <br /> _ = ® �- � / OOH OO 00000000 \� 1 <br /> =1111 =11i 11�^ lily GEOCOMPOSITE 1 I—® ° ° O ` o <br /> DRAINAGE NET R <br /> r, 1' MIN �..' �=�.-`. 3 MIN 3 MIN � 1--'� '` r" 1' MIN <br /> CUSHION n i <br /> NATIVE 60-miGEOTEXTILE <br /> l SINGLE TEXTURED 1 <br /> GROUND HDPE GEOMEMBRANE 6 6 <br /> OR SUBGRADE (SEE NOTE 2) <br /> BACKFILL WITH ( I FELL 60-mil DOUBLE TEXTURED Z <br /> SLURRY CEMENT 3 MIN GEOSYNTHETIC CLAY LINER 6 HDPE PIPE 4 Q d <br /> CLAY LINER HDPE GEOMEMBRANE <br /> MIXTURE SDR I1 - PERFORATED too, <br /> (SEE NOTE 3) man <br /> Z< . <br /> SECTION i <br /> 040 <br /> id � <br /> TERMINATION OF SHT 3,4 fI�1111 � ill -iso )I :2 <br /> SIDE SLOPE LINER <br /> NTS <br /> p v <br /> DETAIL <br /> LEACHATE COLLECTION TRENCH AND PIPE SHT 5 <br /> NTS <br /> w <br /> J z J <br /> _J J <br /> u- W <br /> 0 L <br /> Z F 0 <br /> Q O <br /> 0 <br /> Z <br /> 0_ O Q <br /> 0' <br /> Z, <br /> 00 O <br /> LLv <br /> cn <br /> PROFESS <br /> h N. $�/ <br /> ' No. 226311 <br /> Exp. 12-31--05 <br /> Sheet 6 of 113 <br /> q CM REV <br /> ISI <br /> I <br />
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