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ARCHIVED REPORTS_2009_2
EnvironmentalHealth
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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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o <br />m <br />z <br />rn <br />v <br />m <br />m <br />z <br />O <br />0 <br />z <br />w <br />cn <br />W � <br />g <br />=3 Q's <br />cy <br />Lu <br />ce v a <br />z 2 <br />o Es <br />U <br />W <br />O. <br />z <br />In <br />w <br />r <br />BOLLARDS OR COW BARRIERS PER WELL SCHEDULE <br />WELL ENCLOSURE <br />1 <br />5 6 <br />io z z <br />iv :r INSCRIBE WELL NUMBER <br />EXISTING AND DATE IN WET CONCRETE <br />GROUNDCLASS 2 AB <br />_/-,--4 FT ALL AROUND <br />1 <br />6' so PEA GRAVEL (TYP) <br />PERFORATIONS <br />INTERMEDIATE <br />® PROB PIPE_ <br />SAMPLING INTERVAL VARIES (TYP) e ; t k. <br />5'-0MIN BENTONITE (TYP) Z �d7 6 "'- za r) <br />jt 0, ''� ✓�f <br />DEEP <br />ba° PROBE PIPE <br />. ® PROBE PIPE WEIGHT (TYP) <br />WELL BOTTOM I 7, <br />8' MIN <br />MIGRATION MONITORING WELL - FOOTHILL LANDFILL <br />SCALE NTS SECTION <br />COUNTY <br />DRAWN BY <br />T T <br />SAN I <br />PROJECT ENGINEER DATE <br />CONCRETE <br />CONSTRUCTION OF PERIMETER LFG MIGRATION <br />MONITORING WELLS AT THE NORTH COUNTY AND <br />FOOTHILL SANITARY LANDFILLS <br />DATE APPROVAL RECOMMENDED DATE <br />J Chandra <br />7/13/09 <br />NEAT CEMENT (Z; 340 <br />J Chandra <br />17113109 <br />3x3x3 DOBIE (EACH SIDE) <br />Wits <br />5'-0' MIN <br />' <br />0 <br />0 <br />• <br />r <br />SHALLOW <br />\ <br />� <br />6' <br />PROBE PIPE 6 <br />t° <br />PROBE PIPE TTP AT BOTTOM <br />m <br />OF RT SECTION (TYP) <br />i) <br />5'-0' MIN <br />i i <br />3/4' PROBE PIPE 4 <br />(TYP OF 3) 5 fi <br />1 <br />6' so PEA GRAVEL (TYP) <br />PERFORATIONS <br />INTERMEDIATE <br />® PROB PIPE_ <br />SAMPLING INTERVAL VARIES (TYP) e ; t k. <br />5'-0MIN BENTONITE (TYP) Z �d7 6 "'- za r) <br />jt 0, ''� ✓�f <br />DEEP <br />ba° PROBE PIPE <br />. ® PROBE PIPE WEIGHT (TYP) <br />WELL BOTTOM I 7, <br />8' MIN <br />MIGRATION MONITORING WELL - FOOTHILL LANDFILL <br />SCALE NTS SECTION <br />COUNTY <br />DRAWN BY <br />OF <br />DATE <br />SAN I <br />PROJECT ENGINEER DATE <br />NO SCALE <br />CHECKED <br />CONSTRUCTION OF PERIMETER LFG MIGRATION <br />MONITORING WELLS AT THE NORTH COUNTY AND <br />FOOTHILL SANITARY LANDFILLS <br />DATE APPROVAL RECOMMENDED DATE <br />J Chandra <br />7/13/09 <br />J Chandra 7/13109 <br />J Chandra <br />17113109 <br />NOTE' <br />1. CONSTRUCTION OF WELL TO THE TOP OF SHALLOW PROBE'S BENTONITE <br />PLUG AS SHOWN SHALL BE DURING EHD INSPECTION. <br />2. SEE DETAIL 1 ON SHEET 7. <br />3. SEE DETAIL 3 ON SHEET 7. REVISION DATE <br />4. DIMENSIONS MAY BE ADJUSTED BY THE ENGINEER TO AVOID <br />OBSTRUCTION OF HIGH PERMEABILITY LENSES. <br />Sheet No. <br />5 of 7 0 <br />DEPTH (FT) <br />''®�©_' <br />Wits <br />� <br />' <br />• <br />r <br />rTr��' <br />NOTE' <br />1. CONSTRUCTION OF WELL TO THE TOP OF SHALLOW PROBE'S BENTONITE <br />PLUG AS SHOWN SHALL BE DURING EHD INSPECTION. <br />2. SEE DETAIL 1 ON SHEET 7. <br />3. SEE DETAIL 3 ON SHEET 7. REVISION DATE <br />4. DIMENSIONS MAY BE ADJUSTED BY THE ENGINEER TO AVOID <br />OBSTRUCTION OF HIGH PERMEABILITY LENSES. <br />Sheet No. <br />5 of 7 0 <br />
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