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CORRESPONDENCE_2016-2017
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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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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0 <br />00 <br />0 <br />0 <br />4" MINIMUM CONCRETE <br />ABOVE GRADE, SLOPED <br />VARIES SEE WELL <br />PAINT PER COLOR CODE ON THIS SHEET <br />SCHEDULE <br />FOR DRAINING <br />(FT) <br />WELL <br />1 <br />1/4 " DIA. HOLE <br />36 <br />z <br />(SEE WELL SCHEDULE) <br />rBAROD <br />PEA GRAVEL <br />z <br />Z <br />WELL (8" MINIMUM) <br />INSCRIBE WELL NUMBER AND <br />EAST <br />ELEVATION <br />DATE IN WET CONCRETE <br />EXISTING 2• <br />GROUND' <br />PERFORATIONS <br />CLASS 2 AB, 4 FT ALL <br />AROUND <br />CONCRETE <br />FT. MSL <br />BGS <br />BGS <br />BGS <br />BGS <br />SG -2A <br />NEAT a <br />6435321.39 <br />284.00 <br />CEMENT s <br />V <br />3"x3"x3" DOBIE (EACH SIDE) <br />140-160 <br />240-260 <br />SG -3A <br />2201875.69 <br />6436565.15 <br />BENTONITE (TYP) <br />261 <br />I,. <br />140-160 <br />240-260 <br />SG -6A <br />SHALLOW PROBE <br />6437823.94 <br />VARIES SEE WELL $ <br />196 <br />15-35 <br />SCHEDULE <br />PERFORATIONS (TYP <br />SG -10A <br />2199261.27 <br />SEE WELL SCHEDULE <br />319.63 <br />261 <br />6 PROBE PIPE TYP <br />140-160 <br />5' (TYP) h <br />3 6 <br />2200182.93 <br />6435075.10 <br />303.61 <br />261 <br />3 <br />BENTONITE (TYP) <br />& <br />i• <br />PEA GRAVEL (TYP) <br />IVARIES SEE WELL <br />SCHEDULE <br />INTERMEDIATE PROB <br />.. <br />5' <br />DEEP PROBE PS h' <br />VARIES SEE WELL <br />GROUND <br />SCHEDULE <br />DEPTHS <br />(FT) <br />PVC CAP - WITH <br />1 <br />1/4 " DIA. HOLE <br />BOREHOLE TOTAL DEPTH <br />(TYP)�� <br />(SEE WELL SCHEDULE) <br />OVERDRILL EXISTING <br />DEEP PROBE <br />WELL (8" MINIMUM) <br />NORTH <br />SOIL GAS MONITORING WELL SCHEDULE <br />BGS: BELOW GROUND SURFACE <br />n 1 SOIL GAS MONITORING WELL <br />2 3 SCALE: NTS SECTION <br />m <br />z <br />COUNTY OF SAN JOA UIN NO SCALE SOIL GAS MONITORING WE <br />Q DETAIL AND SCHEDULE <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />J. Acevedo »/20/11 J. Acevedo 11/23115 J. Chandra 11/23/11 <br />NOTES: <br />1. WELL DIMENSIONS MAY BE ADJUSTED BY THE ENGINEER <br />DURING INSTALLATION TO AVOID LOW PERMEABILITY <br />LENSES. <br />2. ENGINEER TO STAKE BOLLARD LOCATIONS PRIOR TO <br />INSTALLATION. <br />3. REMOVE EXISTING SOIL 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 OR GOLD <br />INTERMEDIATE PROBE = BLUE <br />SHALLOW PROBE = RED <br />FUUIHILL SANIIAHT LANUFILL Sheet No. <br />3 D1 s <br />GAS SYSTEM UPGRADE PHASE 1 <br />COORDINATES <br />GROUND <br />DEPTHS <br />(FT) <br />WELL ID <br />SURFACE <br />SHALLOW PROBE <br />INTERMEDIATE PROBE <br />DEEP PROBE <br />NORTH <br />EAST <br />ELEVATION <br />TOTAL DEPTH <br />PERFORATIONS <br />PERFORATIONS <br />PERFORATIONS <br />FT. MSL <br />BGS <br />BGS <br />BGS <br />BGS <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 -10A <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 />n 1 SOIL GAS MONITORING WELL <br />2 3 SCALE: NTS SECTION <br />m <br />z <br />COUNTY OF SAN JOA UIN NO SCALE SOIL GAS MONITORING WE <br />Q DETAIL AND SCHEDULE <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />J. Acevedo »/20/11 J. Acevedo 11/23115 J. Chandra 11/23/11 <br />NOTES: <br />1. WELL DIMENSIONS MAY BE ADJUSTED BY THE ENGINEER <br />DURING INSTALLATION TO AVOID LOW PERMEABILITY <br />LENSES. <br />2. ENGINEER TO STAKE BOLLARD LOCATIONS PRIOR TO <br />INSTALLATION. <br />3. REMOVE EXISTING SOIL 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 OR GOLD <br />INTERMEDIATE PROBE = BLUE <br />SHALLOW PROBE = RED <br />FUUIHILL SANIIAHT LANUFILL Sheet No. <br />3 D1 s <br />GAS SYSTEM UPGRADE PHASE 1 <br />
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