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ARCHIVED REPORTS_2009_2
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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6484
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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 /> / WELL ENCLOSURE I WELL SCHEDULE <br /> 5 FOOTHILL LANDFILL <br /> Z z <br /> DEPTH(FT) <br /> EXISTING a INSCRIBE WELL NUMBER - WELL NO (NOTE 4) COW BOLLARDS <br /> GROUND <br /> AND DATE IN WET CONCRETE <br /> 4 FT 2 ae DIMA DIMB BARRIE <br /> 4 FT ALL AROUND (NOTE 2) (NOTE 3) <br /> SG-102 94 54 X <br /> CONCRETE SG-103 95 — 55 X <br /> NEAT CEMENT <br /> SG-104 92 53 X <br /> 3x3x3 DOME (EACH SIDE) SG-105 101 58 X <br /> 2"-0" <br /> 5'-0" MIN ` $G-106 rr 120 _- 67 _ X — <br /> SG-107 146 80 X <br /> SG-108 149 82 X - <br /> SHALLOW — —- - <br /> PROBE PIPE SG-109 166 90 X <br /> 6" <br /> SGA 10 160 87 �X-- <br /> z ` ® PROBE PIPE TIP AT BOTTOM SG-111 12$ 71 — X <br /> OF ROCK SECTION (TYP) <br /> N o VC SG-112 106 60 X <br /> IN SG-113 1b3 59 emm X <br /> ➢ � 5'-0"MIN <br /> 3 4" PROBE�PIPE40 (TYP OF 3) SG-114 r 74 44 X <br /> a \ SG-115 66 40 X <br /> m zz o 6„ PEA GRAVEL (TYP) — "'—x <br /> SG-116 72�- 43 X <br /> vaWi PERFORATIONS SG-117 66 40 X <br /> m (TYP) SG-118 63 39 X <br /> = INTERMEDIATE SG-119 64 39 <br /> X <br /> SAMPLING INTERVAL VARIES (TYP) PROBE PIPE <br /> SG-120 92 53 X <br /> SG-121 86 50 X <br /> 5'-0" MIN SG-122 69 4:2 X <br /> BENTONITE (TIP) SG 123 -68 `41 X <br /> t <br /> $G-124 87 51 X <br /> DEEP <br /> PROBE PIPE SG-125 — 85 50 X <br /> N <br /> PROBE PIPE WEIGHT(TYP) NOTE: <br /> ➢ 1. CONSTRUCTION OF WELL TO THE TOP OF SHALLOW PROBE'S BENTONITE <br /> M WELL BOTTOM " 1 <br /> A -7(� PLUG AS SHOWN SHALL BE DURING EHD INSPECTION. <br /> -! 8"MIN [ <br /> m 2. SEE DETAIL I ON SHEET 7. <br /> Z LFG MIGRATION MONITORING WELL - FOOTHILL LANDFILL 3 SEE DETAIL 3 DN SHEET z REVISION DATE DES CKY BY <br /> 0 <br /> 4 5 SCALE: NTS SECTION 4. DIMENSIONS MAY BE ADJUSTED BY THE ENGINEER TO AVOID 1 7-13-09 CIARIFICATION- CWWDRn <br /> OBSTRUCTION OF HIGH PERMEABILITY LENSES. <br /> COUNTYOF SAN JOAQUIN NO SCALE pjoNNTORINGWELLLSN OF AITARYLRTHILLS LFG MIGRATION <br /> FOOTHILL LANDFILL WELL AND SCHEDULE <br /> Sheet No. <br /> ---.__ FOOTHILL SANITARY LANDFILLS 5 <br /> OROf 7 <br /> AwN BY DATE PROJECT ENGINEER DATE CHECKED DATE aPPROvaI RECOMMENDED DATE <br /> J Chandra 7/13/09 J Chandra. 7/13/09 . J Chandra 7/13/09 <br />
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