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ARCHIVED REPORTS_2016
Environmental Health - Public
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EHD Program Facility Records by Street Name
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W
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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
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ARCHIVED REPORTS_2016
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Last modified
7/18/2020 7:46:13 AM
Creation date
7/3/2020 10:46:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2016
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\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2016.tif
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EHD - Public
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------------------- <br /> PAINT PER COLOR CODE ON THIS SHEET 77= <br /> BOLL4RDS <br /> 4'MINIMUM CONCRETE 3r4 <br /> ABOVE GRADE, SLOPED <br /> FOR DRAINING WELL (T-) 3 6 <br /> _P.GTA 3 6 (SEE NOTE 2) SOIL GAS MONITORING WELL SCHEDULE <br /> V'4 PEA GRAVEL <br /> INSCRIBE WELL NUMBER AND <br /> DATE IN WET CONCRETE <br /> z <br /> EXISTING COORDINATES DEPTHS(FT) <br /> GROUND CLASS 2 AS, 4 FT ALL WELL ID GROUND <br /> AROUND SURFACE <br /> TH SHALLOW RWE NYTRUITFW PROBE DEEP PROBE <br /> NORTH I EAST ELEVATION TOTAL DEP PERFORATIONS PERFORATIONS PERFORATIONS <br /> FT. MSL DOS <br /> CONCRETE S S <br /> ---IG_----AG.......... <br /> NEAT SG-2A 2201285,61 6435321.39 284-00 261 50-70 140-160 240-260 <br /> I CEMENT SO-3A 2201875.69 6436565.15 297.84 261 50-70 140-160 240-260 <br /> SG-6A 2199529.95 6437823.94 255.00 196 15-35 75-95 175-195 <br /> 3"xA3"DOSIE(EACH SIDE)-� 0 T - -- <br /> 50 <br /> td <br /> SG-10A 2199261.27 6435475,83 319.63 261 240-260 <br /> BENTONITE(TYP) <br /> L_S!-IIIA 2200182.9) 6435075.10 .61 261 50-70�14�0-160 240-260-T <br /> SHALLOW PROBE VARIES SEE WELL SGS: BELOW GROUND SURFACE <br /> SCHEDULE <br /> PERFORATIONS(TYP <br /> SEE WELL SCHEDULE <br /> \�_5 U6 PROBE PIPE TYP <br /> BENTONITE (TYP) NOTES-. <br /> PEA GRAVEL(TYP) VARIES SEE WELL 1. WELL DIMENSIONS MAY BE ADJUSTED BY HE ENGINEER <br /> SCHEDULE DURING INSTALLATION TO AVOID LOW PERMEABILITY <br /> INTERMEDIATE PROB LENSES. <br /> 24 ENGINEER TO STAKE BOLLARD LOCA71ONS PRIOR To <br /> INSTALLATION. <br /> 3. REMOVE EXISTING SOIL GAS WELLS ENCLOSURES AND <br /> BOLLARDS <br /> DEEP PROBE VARIES SEE WELL <br /> SCHEDULE <br /> PVC CAP -WITH i. <br /> 1/4 DIA. HOLE <br /> (IYP) BOREHOLE TOTAL DEPTH <br /> I---I (SEE WELL SCHEDULE) COLORCODE: <br /> GVERDRILL EXISTING COLOR OF INSERTED TUBE AND PAINT OF COCK VALVE AND <br /> WELL(8-MINIMUM) UPPER FITTINGS SHALL BE AS FOLLOWS: <br /> ui DEEP PROBE-YELLOW OR GOLD <br /> INTERMEDIATE PROBE-BLUE <br /> SOIL GAS MONITORING WELL SHALLOW PROBE®RFD <br /> SCALE: NTS SECTION— <br /> p <br /> COUNTY OF SAN JOAQUIN NO SCALE SOIL GAS MONITORING WELL�LL FOOTHILL SANITARY LANDFILL --- Sheet No. <br /> GAS SYSTEM <br /> DETAIL AND SCHEDULE �GAS SYSTEM UPGRADE PHASE 1 3 of 9 <br /> DRAWN BY .. DATE I PROJECT ENGINEER DATE I CHECKED I DATE I <br /> J. Acevedo 1 11/20116 1 J. Acevedo L J—Chndr, 1111231151 <br />
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