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CORRESPONDENCE_2016-2017
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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CORRESPONDENCE_2016-2017
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Entry Properties
Last modified
4/17/2025 10:07:34 AM
Creation date
1/7/2022 10:13:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2016-2017
RECORD_ID
PR0440004
PE
4433 - LANDFILL DISPOSAL SITE
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
Active, billable
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\cfield
Supplemental fields
Site Address
6484 N WAVERLY RD LINDEN 95236
Tags
EHD - Public
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PAINT PER COLOR CODE ON THIS SHEET <br />4" MINIMUM CONCRETE <br />ABOVE GRADE, SLOPED <br />FOR DRAINING <br />s '.I <br />-EXT NGn <br />GROU 2 <br />BOLLARDS 3 4 <br />U" <br />WELL 1 <br />3 s <br />(TMP) <br />3 6 ; <br />(SEE NOTE 2) <br />^PEA GRAVEL <br />DEEP PROBE <br />PERFORATIONS <br />BCS <br />INSCRIBE WELL NUMBER D <br />2201285.61 <br />DATE IN WET CONCRET <br />284.00 <br />CIASS 2 A8, 4 ALL <br />50-70 <br />AROUND <br />240-260 <br />CONCRETE <br />2201875.69 <br />3"x3"x3" DOBIE (E"',SIDE <br />NEAT <br />261 <br />50-70 <br />CEMENT <br />240-260 <br />SG -6A <br />2199529.95 <br />BENTONITE ( ) <br />255.00 <br />✓:t <br />15-35 <br />75-95 <br />175-195 <br />b <br />2199261.27 <br />SHALLOW PROBE <br />;`'.,, <br />s '.I <br />-EXT NGn <br />GROU 2 <br />COORDINATES <br />NORTH EAST <br />GROUND <br />SURFACE <br />ELEVATION <br />FT. MSL <br />DEPTHS (FT) <br />SHALLOW PROBE <br />TOTAL DEPTH PERFORATIONS <br />BCS BGS <br />INTERMEDIATE PROBE <br />PERFORATIONS <br />BGS <br />DEEP PROBE <br />PERFORATIONS <br />BCS <br />SG -2A <br />2201285.61 <br />6435321.39 <br />284.00 <br />261 <br />50-70 <br />140-160 <br />240-260 <br />SG -3A <br />2201875.69 <br />3"x3"x3" DOBIE (E"',SIDE <br />297.84 <br />261 <br />50-70 <br />140-160 <br />240-260 <br />SG -6A <br />2199529.95 <br />BENTONITE ( ) <br />255.00 <br />196 <br />15-35 <br />75-95 <br />175-195 <br />SG-IOA <br />2199261.27 <br />SHALLOW PROBE <br />;`'.,, <br />t <br />VARIES SEE WELL <br />50-70 <br />140-160 <br />240-260 <br />SCHEDULE <br />2200182.93 <br />PERFORATIONS (TYP <br />303.61 <br />261 <br />50-70 <br />SEE WELL SCHEDULE <br />240-260 <br />COUNTY <br />OF SAN JOAQUIN NO SCALE <br />PROBE PIPE TYP <br />5. (�) <br />356 <br />DRAWN BY <br />DATE PROJECT ENGINEER DATE <br />CHECKED DATE <br />✓. Acevedo <br />11/20/15 J. Acevedo 11/23/15 J. <br />BENTONITE (TYP) <br />IVA <br />PFA GRAVEL (lYP <br />RI SEE WELL <br />S EOULE <br />INTERMEDIATE 08 <br />SOIL GAS MO• i <br />WELL R) <br />COORDINATES <br />NORTH EAST <br />GROUND <br />SURFACE <br />ELEVATION <br />FT. MSL <br />DEPTHS (FT) <br />SHALLOW PROBE <br />TOTAL DEPTH PERFORATIONS <br />BCS BGS <br />INTERMEDIATE PROBE <br />PERFORATIONS <br />BGS <br />DEEP PROBE <br />PERFORATIONS <br />BCS <br />SG -2A <br />2201285.61 <br />6435321.39 <br />284.00 <br />261 <br />50-70 <br />140-160 <br />240-260 <br />SG -3A <br />2201875.69 <br />6436565.15 <br />297.84 <br />261 <br />50-70 <br />140-160 <br />240-260 <br />SG -6A <br />2199529.95 <br />6437823.94 <br />255.00 <br />196 <br />15-35 <br />75-95 <br />175-195 <br />SG-IOA <br />2199261.27 <br />6435475.83 <br />319.63 <br />261 <br />50-70 <br />140-160 <br />240-260 <br />SG -11A <br />2200182.93 <br />6435075.10 <br />303.61 <br />261 <br />50-70 <br />140-160 <br />240-260 <br />BGS: BELOW GROUND SURFACE <br />NOTES: <br />1. WELL DIMENSIONS MAY BE ADJUSTED BY THE ENGINEER <br />WRING INSTALLATION TO AVOID LOW PERMEABILITY <br />LENSES. <br />2, ENGINEER TO STAKE BOLLARD LOCATIONS PRIOR TO <br />INSTALLATION. <br />3. REMOVE EXISTING SOL GAS WELLS ENCLOSURES AND <br />BOLLARDS <br />COLOR CODE: <br />COLOR OF INSERTED TUBE AND PAINT OF COCK VALVE AND <br />UPPER FITTINGS SHALL BE AS FOLLOWS: <br />DEEP PROBE = YELLOW O2 GOLD <br />INTERMEDIATE PROBE = BLUE <br />SHALLOW PROBE = RED <br />WTV <br />Lm� <br />Sheet No. <br />3 of 9 <br />r� <br />5' <br />t' <br />DEEP PROBE VARIES SEE WELL <br />SCHEDULE <br />PVC CAP - WITH 1. <br />1/4 DIA. HOLE BOREHOLE TOTAL DEPTH <br />(rrp) I� <br />(SEE WELL SCHEDULE) <br />OVERORILL EXISTING <br />N <br />WELL (8" MINIMUM) <br />9 <br />9 SOIL GAS MONITORING WELL <br />n <br />2 3 SCALE: NTS SECTION <br />F <br />z <br />COUNTY <br />OF SAN JOAQUIN NO SCALE <br />SOIL GAS MONITORING WE <br />DETAIL AND SCHEDULE <br />DRAWN BY <br />DATE PROJECT ENGINEER DATE <br />CHECKED DATE <br />✓. Acevedo <br />11/20/15 J. Acevedo 11/23/15 J. <br />C'lMT,77,d,, 11/23/15 <br />NOTES: <br />1. WELL DIMENSIONS MAY BE ADJUSTED BY THE ENGINEER <br />WRING INSTALLATION TO AVOID LOW PERMEABILITY <br />LENSES. <br />2, ENGINEER TO STAKE BOLLARD LOCATIONS PRIOR TO <br />INSTALLATION. <br />3. REMOVE EXISTING SOL GAS WELLS ENCLOSURES AND <br />BOLLARDS <br />COLOR CODE: <br />COLOR OF INSERTED TUBE AND PAINT OF COCK VALVE AND <br />UPPER FITTINGS SHALL BE AS FOLLOWS: <br />DEEP PROBE = YELLOW O2 GOLD <br />INTERMEDIATE PROBE = BLUE <br />SHALLOW PROBE = RED <br />WTV <br />Lm� <br />Sheet No. <br />3 of 9 <br />r� <br />
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