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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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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_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
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EHD - Public
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BOLLARDS OR COW BARRIERS PER WELL SCHEDULE <br /> WELL ENCLOSURE WELL SCHEDULE <br /> 5 6) FOOTHILL LANDFILL <br /> io z z <br /> DEPTH(FT) <br /> INSCRIBE WELL NUMBER WELL NO (NOTE 4) COW BOLLARDS <br /> EXISTING <br /> GROUND AND DATE IN WET CONCRETE BARRIER <br /> CLASS 2 ASDIM A DIM B <br /> (N <br /> /�• . OTE 2) (NOTE 3) <br /> j <br /> 4 FT ALL AROUND <br /> " <br /> SG-102 94 54 X <br /> e CONCRETE SG-103 95 55 X <br /> NEAT CEMENT SG-104 92 53 X <br /> 3x3x3 DOBIE (EACH SIDE) SG-105 101 58 X <br /> _ <br /> s'-o" MIN 2'-0' SG-106- <br /> SG-107 146 80 X <br /> V ll/O =SG-108 149 82 — X -- <br /> SHALLOW 'B <br /> PROBE PIPE ��131� SG-109 _ 166 -- 90 X �0q <br /> 5 SG-110 160 87 J X <br /> • PROBE PIPE TIP AT BOTTOM �//� �� SG-111 128 71 X ()'E 8 j17 i0c' <br /> OF ROCK SECTION (TYP) SG-112 106 60 X <br /> N o 4 � SG-113 _--10-3-,--- 59 <br /> 5'-0°MIN 3 4"PROBE PIPE Y�p <br /> -0 (rYP of 3) 5 6 0� SG-114 74 44 X <br /> cl/w/� SG-115 66o 0 6" PEA GRAVEL(TYP) '� ( SG-11672 43 X <br /> Z U y _L� SG-117 66 40 X --- — <br /> N PERFORATIONS /yP <br /> m z Q (TYP) /, <br /> W INTERMEDIATE � �� yy� � SG-118 63 _ 39 X <br /> PROBE PIPE . SG-119 64 39 X <br /> G��^^ <br /> SAMPLING INTERVAL VARIES (TYP) SG-120 92 53 X <br /> SGA 21 86 50 _ X <br /> /�/f �+ •7 3!0!9 <br /> { 87.tn. i-) SG-122 69 42 X <br /> 5'-0"MIN BENTONITE (TYP) �sf� 7/ N SG-123 68 41 X <br /> SG-124 87 51 X <br /> DEEP <br /> PROBE PIPE /W SG-125 11 85 50 X <br /> N <br /> 'a <br /> PROBE PIPE WEIGHT (TYP) NOTE: <br /> 1. CONSTRUCTION OF WELL TO THE TOP OF SHALLOW PROBE'S BENTONITE <br /> A WELL BOTTOM PLUG AS SHOWN SHALL BE DURING EHD INSPECTION. <br /> M 8" MIN 2. SEE DETAIL 1 ON.SHEET 7. <br /> m <br /> Z <br /> i LFG MIGRATION MONITORING WELL — FOOTHILL LANDFILL 3. SEE DETAIL 3 ON SHEET 7. 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 CI"AKGITION 3 CWXDPA <br /> OBSTRUCTION OF HIGH PERMEABILITY LENSES. <br /> NO SCALE MONITORING ATTHE NORTHOUN COUNTY Sheet NO. <br /> COUNTY OF SAN JOAQUINFOOTHILL LANDFILL WELL AND SCHEDULE <br /> FOOTHILL SANITARY LANDFILLS 5 Of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> J Chandra 7/13/09 J Chandra 7/13/09 J Chandra 7/13109 <br />
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