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ARCHIVED REPORTS_2009_2
EnvironmentalHealth
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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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Entry Properties
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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��n Gcick <br /> SG- 00 <br /> BOLLARDS OR COW BARRIERS PER WELL SCHEDULE <br /> WELL ENCLOSURE WELL SCHEDULE <br /> hAftion S 6 FOOTHILL LANDFILL <br /> r\ 9 _ _Z <br /> alb Nil � � � DEPTH(FT) <br /> EXISTING v INSCRIBE WELL NUMBER WELL N (NOTE 4) COW BOLLARDS <br /> GROUND AND DATE IN WET CONCRETE <br /> CLASS 2 AB BARRIE <br /> t at t att ® Ys 4 FT ALL AROUND DIM A DIM B (NOTE 2 NOTE 3 <br /> flA <br /> ( ) <br /> SG-102 94 54 X <br /> V l�,gtt —CONCRETE SG-103 98 55 X <br /> ` 'S r - NEAT CEMENT SG-104 92 53 X <br /> 3x3x3 DOBIE(EACH SIDE) ��J - SG-105 101 _ 58 X <br /> S'-D" MIN $G-106 120 67 -- }( - <br /> v SG-107 - 146 80 X <br /> SG-108 14982 X <br /> SHALLOW <br /> PROBE PIPE 3 it P4 SG-109 166 90 X <br /> SG 11 160 87 X --- -- <br /> z m PROBE PIPE TIP AT BOTTOM SG-111 128 71 X <br /> OF ROCK SECTION (TYP) SG•112 106 60 X <br /> Qn <br /> Vl~veA > 5'-0"M�1 3 4"PROBE PIPE 4 SG-113 103 T 59 T X <br /> a o o (rrn of 3) 5 6 SG-114 74 - 44 X <br /> 21 Z �� {��`� 1� SG-115 66 40 X <br /> ® m o B" L-��� PEA GRAVEL(TYP) ,) SC-116 72 Y 43 X <br /> T r W W <br /> PERFORATIONS yll� SG-117 66 40 X <br /> r r <br /> o (TYP) SG-118 63 39 X <br /> INTERMEDIATE <br /> �� x '�— SG 119 64 39 <br /> 1--/ PROBE PIPE �6 -'s SG-119 1 SAMPLING INT L VARIES (TYP) Q SG-120 92 53 X <br /> SG-121 86 50 x ' <br /> V� 5'-0" MIN SG-122 69 42 X <br /> B� BENTONITE (TYP) SG-123 68 —41 X <br /> DEEP SG-124 87 51 X <br /> PROBE PIPE a� fQ r� SG-125 85 50 X <br /> V� PROBE PIPE WEIGHT(TYP) 'r'°'� NOTE: <br /> t17 sib 7� -5 d <br /> � <br /> WELL BOTTOM �I T I� CONSTRUCTION OF WELL 70 THE TOP OF SHALLOW PROBE'S BENTONITE <br /> ��A 10CJ PLUG AS SHOWN SHALL BE DURING EHD INSPECTION. <br /> B"MIN 2. SEE DETAIL I ON SHEET 7. <br /> LFG MIGRATION RING WELL - FOOTHILL LANDFILL 3. SEE DETAIL 3 ON SHEET 7. <br /> MREVISIONSCALE; NTS DATE DES CKY BY <br /> SECTION 4. DIMENSIONS MAY BE ADUSTED BY THE ENGINEER TO AVOID 7-1.1-09 CLMIFl�dp -N 9 CRANDRA <br /> OBSTRUCTION OF HIGH PERMEABILITY LENSES. <br /> ��� 5��}t COUNTY OF SAN JOAQUIN NO SCALEf�.C.ON'lllORNGWELLLSATTRIFNORTH OUNYTAN FOOTHILL LANDFILL WELL AND SCHEDULE1FOOTHILL SANITARY LANDFILLS Shelf N0. <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> 5 of 7 <br /> J Chandra 7/13/09 J Chandra. 7113/09 . J Chandra 7/13109 <br />
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