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ARCHIVED REPORTS_2009_2
Environmental Health - Public
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EHD Program Facility Records by Street Name
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4400 - Solid Waste Program
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PR0440004
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ARCHIVED REPORTS_2009_2
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Last modified
12/13/2021 12:42:52 PM
Creation date
7/3/2020 10:44:08 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2009_2
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\cfield
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2009_2.tif
Tags
EHD - Public
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BOLLARDS OR COW BARRIERS PEI? WELL SCHEDULE <br /> I WELL ENCLOSURE ''1 <br /> iy 6 WELL SCHEDULE <br /> FOOTHILL LANDFILL <br /> z z <br /> I � � <br /> n <br /> EXISTING INSCRIBE WELL NUMBER DEPTH(FT)WELL N (NOTE 4) COW <br /> $ �( GROUND � AND GATE IN WET CONCRETE — BOLLARDS <br /> AID <br /> hL+ �.�(� 1 - 4LFT All AROUND BARRIER <br /> Jl / DIM A DINJ B <br /> (NOTE 2) (NOTE 3) <br /> CONCRETE SG-102 94 54 X <br /> {,� <br /> NEAT CEMENT _ <br /> SG-103 95 55 X <br /> pT 3x30 DOME(EACH SIDE) SG-104 92 53 X <br /> S5 . S �� . ►6ny t 5'-0" MIN z-o SG-105 101 58 _ X —� <br /> l�� �l. �J 06®� SG-106 120 67 X <br /> 'T SG-107 146 80 X <br /> SHALLOW SG-1d$ 149 82 X <br /> Q m 6 <br /> PROBE PIPE 0 --1 — <br /> SG-109 – 166 90 X <br /> SG-110 160 87 X <br /> Pro�R. z BE PIPE TIP AT BOTTOM --_ —_ <br /> SG-111 _128 <br /> OF ROCK SECTION (TYp) °`• 71 X <br /> SG-112 106 �60 x -- <br /> 'a > 5'-0"MIN 3 4"PROBE PIPE .4 ~SG-113 103 59 X <br /> 5 6, <br /> a { (TYP OF 3) SG-114_ 74 44 X <br /> SG-116 <br /> B" 66 PEA GRAVEL (TYP) - 40 <br /> — X <br /> a `�,5 SG-116 72 �_ 43 _ X <br /> 66 <br /> PERFORATIONS SG-117 <br /> N (TYP) ` 40 X <br /> wxz I INTERMEDIATE S y(� SG-118 6339 — -- <br /> ) J X <br /> ll MPLINC INTERVAL VARIES(TYP) PROBE PIPEk "C SG 119 64 53 <br /> ®® SG-120 92 53 X — <br /> AI- " <br /> s'-o" MIN <br /> SG-121 86 50 X <br /> _ <br /> BSG-122 69 42 XENTONITE (7YP) `� , _ <br /> SG-123 _ 68 41 X <br /> S DEEP � SG-124 87 51 x <br /> PROBE PIPEfyl SG-125 $S <br /> 50 X <br /> S „wry_ <br /> tD <br /> PROBE PIPE WEIGHT(7YP) y NOTE: <br /> qs <br /> WELL BOTTOM ' 1. CONSTRUCTION OF WELL TO THE TOP OF SHALLOW PROBE'S <br /> PLUG AS SHOWN SHALL BE DURING EHD INSPECTION. BENTONITE <br /> 8"MIN LFG MIGRATION MONITORING WELL — FOOTHILL LANDFILL 4 2. SEE DETAIL I ON SHEET 7. <br /> 4 5SCALE: NTS 3. SEE DETAIL 3 ON SHEET 7. REVISION DATE DES CKY 8YSECTION 4. DIMENSIONS MAY BE ADJUSTED BY THE ENGINEER TO AVOIDI 7-17-09 CUIRIFIGiIpN JCIfnNORtNTV �jOBSTRUCTION Of HIGH PERMEABILITY LENSES- <br /> ` 1 + ®1' SAN JOAQUIN NO SCALE ryCONSTRUC WELLS AT"THE NORTH COUNTY ANDFOOTHILLSANfTARYLANDFILLSFOOTHILL LANDFILL WELL AND SCHEDULE sheet No.BY DATE PROJECT ENGINEER DATE713/09 J Chandra 7/13/09CHECKED DATE APPROVAL RECOMMENDED DATE 5 Ofdra J Chandra — <br /> 7/13/09 <br />
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