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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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CLEANOUT 1" HDPE VACUUM <br />STAKED IN FIELD BALANCE LINE <br />BY ENGINEER <br />EXISTING <br />2 GRADE <br />'EADER TO HEADER LOW 7 8 6 <br />5 <br />] $ <br />LECTRIC AUTO SUMP <br />1 2 1 3 8 16 I JA JC <br />t° SCH 40 PVC (TYP) <br />Z <br />6" A.G. HEAGRADE) <br />POINT (ABOVE <br />] ] <br />REAL ENV PRODUCTS -7000-E-12 OR APPROVED <br />LOW POINT <br />EXISTING <br />FLEX ELECTRICAL CONDUIT <br />o <br />0 <br />DRAINAGE DITCH <br />2" HDPE CONDENSATE DISCHARGE 1 <br />g <br />1 <br />TANK (ABOVE GRADE) <br />DPE <br />PIPE <br />1. (TYP) <br />oVE <br />GRADE <br />SE <br />T <br />f <br />6'X6"UMP <br />z <br />HEADER PIPE <br />HOPEVAR <br />W <br />4" HDPE S <br />LANDFILL <br />SIZE ES <br />SLOPE <br />c 3 FT <br />E_C`_IGAL ] g <br />HOPE <br />ENCW <br />CONDENSATE <br />DRAIN (TYP) <br />6, <br />4"X4"Xi" TEE <br />1"PVC ELECTRICAL CONDUIT <br />TRANSITION DITCH <br />FABRICATED <br />DEPTH <br />45' WYE (TYP) <br />( <br />EXISTING SLOPE <br />90' LONG SWEEP <br />APPROXIMATELY 3:1 <br />D <br />ELBOW <br />0 <br />CONDENSATE DRAIN <br />4" HDPE <br />10 FT <br />4 7 SCALE: NTS <br />,1 <br />INLET <br />m <br />SOIL BACKFILL --/#7 <br />REBAR <br />Z <br />MOISTEN AND COMPACT <br />12' LIFTS <br />m <br />SUMP PUMP -SEE SPECS <br />SANG <br />NOTE: <br />BEDDING <br />I <br />2. ALIGN HDPE HEADER ON SLOPE TO HAVE MIN 3% CROSS <br />4 <br />CONDENSATE SUMP 6.]— <br />1 FT TYP <br />SLOPE <br />4 7 <br />SCALE: NTS <br />5 PIPE STAKES <br />BUTTERFLY VALVE- SEE SPECS <br />4 ] SCALE: NTS <br />DPE LATERAL PIPE <br />HDPE FLANGE ADAPTER WITH DUCTILE <br />IRON BACKUP RING, AND GALVANIZED <br />DUCTILE IRON <br />FULL SIZE <br />PLATED BOLTS, NUTS, AND WASHERS <br />BACK-UP RING(TYP) <br />REDUCING TEE <br />HDPE <br />BLIND FLANGE <br />SDR 11 HDPE <br />FLANGE ADAPTER <br />HDPE HEADER <br />SIZE VARIES <br />HDPE HEADER (SIZE VARIES) <br />N <br />� <br />HOPE VALVE SPACERS <br />o <br />AS NECESSARY <br />SDR 17 HDPE PE <br />A <br />D <br />A <br />TYPICAL HEADERIATERAL CONNECTION 3 <br />HEADER ISOLATION VALVE <br />6 <br />BLIND FLANGE CONNECTION <br />m <br />4 ] SCALE: NTS <br />7 7 <br />SCALE: NTS <br />4, 7 <br />SCALE: NTS <br />FOOTHILL SANITARY LANDFILL Sheet No. <br />COUNTY OF SAN <br />Q NO <br />JOA UIN <br />SCALE DETAILS <br />7 of 9 <br />GAS SYSTEM <br />UPGRADE PHASE 1 <br />DRAWN BY DATE <br />PROJECT ENGINEER DATE <br />CHECKED DATE <br />J. Acevedo 1 11/20/15 1 <br />J. Acevedo 11/23/15 <br />J. Chandra 11/23/15 <br />
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