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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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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
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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 PER WELL SCHEDULE <br /> T WELL ENCLOSURE ) <br /> 1 WELL SCHEDULE <br /> ` 5 6 FOOTHILL LANDFILL <br /> Z Z <br /> DEPTH(FT) <br /> ` <br /> (� 6 EXISTING INSCRIBE WELL NUMBER WELL N (NOTE 4) C01IV <br /> �' ` �� & GROUND AND DATE IN WET CONCRETE BOLLARDS <br /> CLASS 2 AB BARRIER <br /> [-'` 4 FT ALL AROUND DIM A DIM B <br /> ` 6 m} ® .,�Y....� _' ar r `.>. •�. - - (NOTE 2) (NOTE 3) <br /> + SG-102 94 54 X <br /> "CONCRETE <br /> SG-103 95 55 X - <br /> ,��_ • NEAT CEMENT <br /> SG-104 92 _ 53 X <br /> 3x3x3 DOBIE(EACH SIDE) SG-105 101 58 X <br /> s'-o" MIN SG-106 ~120 _ 67 X <br /> o t SG-107 — 146 80 X <br /> SG-108 149 82 X <br /> SHALLOW <br /> PROBE PIPE SG-109 166 90 X <br /> _ 6" _ <br /> w SG-110 160 87 X <br /> z o m PROBE PIPE TIP AT BOTTOMSG-111 128 71 X <br /> OF ROCK SECTION (TYP) SG-112 106 ` 60 X <br /> > 5'-0"MIN 3 4"PROBE PIPE -4 SG-113 103 59 X -^T <br /> 0 0 / (TYP OF 3) 5 6 SG-114_ 74_ 44 X <br /> m a <br /> m o 6•• f SG-115 66 40 X <br /> o PEA GRAVEL(TYP) ._ <br /> SG-116 �72 43 -� X�— <br /> N PERFORATIONS <br /> rn Z (TYP) SG-117 66 40 X <br /> w INTERMEDIATE 813-118 63 39 X <br /> PROBE PIPE SG-119 64 39 X <br /> SAMPLING INTERVAL VARIES(TYP) _ SG-120 92 $3 <br /> X <br /> i <br /> 613-121 86 50 X <br /> 5'-0" MIN SG-122 _ 69 42 X <br /> BENTONITE(TYP) SG-123 68 41 X <br /> DEEP SG-124 87 51 X <br /> PROBE PIPE SG-125 --_85 _50 X - <br /> N <br /> 'a <br /> o PROBE PIPE WEIGHT (TYP) NOTE: <br /> n <br /> mWELL BOTTOM }� ) I. CONSTRUCTION OF WELL TO THE TOP OF SHALLOW PROBE'S BENTONITE <br /> A f I PLUG AS SHOWN SHALL BE DURING EHD INSPECTION. <br /> r 8"MIN 2. SEE DETAIL I ON SHEET 7. <br /> Z LFG MIGRATION MONITORING WELL - FOOTHILL LANDFILL 3, SEE DETAIL 3 ON SHEET 7. <br /> REVISION DATE DES CKY BY <br /> 4 5 SCALE. NTS SECTION 4. DIMENSIONS MAY BE ADJUSTED BY THE ENGINEER TO AVOID I 7-13-D9 CURInCATION- J CHMORA <br /> Tj� OBSTRUCTION OF HIGH PERMEABILITY LENSES. <br /> COUNTY O SAN JO�QUIN NO SCALE ryjoNNTORNGWE LS ATRTIHENORTHCOUNYTAND FOOTHILL LANDFILL WELL AND SCHEDULEFOOTHILL SANITARY LANDFILLS Sheet No. <br /> DRAWN BY DATE PROJECT ENGINEEDATE CHECKED 5 Of 7 <br /> DATE APPROVAL RECOMMENDED DATE <br /> J Chandra 7/13/09 J Chandra. 7/13109 J Chandra 7113/09 <br />
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