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ARCHIVED REPORTS_2006_1
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_2006_1
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Entry Properties
Last modified
7/17/2020 3:53:23 PM
Creation date
7/3/2020 10:43:12 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_1
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_2006_1.tif
Tags
EHD - Public
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BOLLARDS OR COW BARRIERS PER, WELL SCHEDULE <br /> AAA <br /> WELL ENCLOSURE WELL SCHEDULE <br /> _-, <br /> 5 6 FOOTHILL LANDFILL <br /> z z DEPTH(FT) <br /> INSCRIBE WELL NUMBER <br /> WELL N (NOTE 4) COttl( BOLLARDS <br /> /— <br /> EXISTING AND DATE IN WET CONCRETE BARRIER <br /> GROUND CLASS 2 AB PIMA DIM B . <br /> 4 FT ALL AROUND (NOTE 2) (NOTE 3) <br /> ri r r - x <br /> SG 102 94 <br /> .- <br /> to CONCRETE SG-103 95 55 <br /> ;.• <br /> r .r. NEAT CEMENT SG-104 92 53 X <br /> 3x3x3 DOBIE (EACH SIDE) SG-105 101 58 x <br /> 2'_0" SG-106 120 67. ;X <br /> 5'-0" MIN <br /> o SG-107. 146 80 X <br /> �. SG-103 149 82 X <br /> o , <br /> SHALLOW <br /> SG-109 166 90 X <br /> PROBE PIPE <br /> - <br /> SG 1.10 160 87 K <br /> PROBE PIPE TIP AT BOTTOM SG-111 .128 71 _ <br /> zo OF ROCK SECTION (TYP) 80-112 . 106 60 4 <br /> _r. <br /> N SG-113 103 59 X <br /> 0 5'-0" MIN 3 4" PROBE PIPE 4 <br /> (TYP OF 3) 5 6 SG-114 74 44 Y <br /> SG-115 66 40 X <br /> W <br /> m:, zM 6" PEA GRAVEL (TYP) SG-1 1'6 72 43 X <br /> b w <br /> PERFORATIONS. <br /> SG-197 66 40 X <br /> Z (TYP) SGA 18 63 39 X <br /> INTERMEDIATE. SG-119 64 39 }( <br /> PROBE PIPE <br /> SA.MPLING INTERVAL VARIES (TYP) 8G-120 •92 53 X <br /> SG-121. -6 60 <br /> ------------ <br /> - . . S6,-122 0.9 42 <br /> 5'-0" MIN BENTONITE (TYP) SG-12:3 68 41 X <br /> SG-124 87 51 <br /> DEEP <br /> PROBE PIPE SG-12-5 85 50 x <br /> !A <br /> ea —PROBE PIPE WEIGHT (TYP) NOTE: <br /> _1• CONSTRUCTION OF WELL TO THE TOP OF SHALLaW PROBE'Sa BENTONITE <br /> ` WELL BOTTOM PLUG AS SHOWN SHALL BE DURING EHD INSPECTION. <br /> 2. SEE DETAIL 1 ON SHEET 7. <br /> 8" MIN <br /> rt. <br /> 1 LFG MI�f TION N10"RING WELL - FQ TH U_ LAt+tDRILL SEE I SHEET . <br /> 3. DETAIL 3 ON SH 7 <br /> >. <br /> REVISION DATE DES4. pIMENSOSMAYBE ADJUSTED BY THE.ENGINEER TO AVOID CKY BY <br /> SCALE: NTS SECTION OBSTRUCTION OF HIGH PERMEABILITY LENSES, <br /> - GQNSMUC -19F?ET41AA R LFG MIGiZAT10N <br /> Sheet No. <br /> :CLOT . . ?SIN - a: THrE NDLE <br /> NO 5CA1 E. : tJIN1 CflNt51�LAiitT AiA b 4: NTY GNU. <br /> Q t RY- N <br /> FILL WE�LL AND SCHEDU <br /> 5 of 7 <br /> DRAWN_BY DATE „ P -JEd ENGINEER DATE CH€Ck€D ATE APPROVAL RECOfvIMENDED DATE - <br /> J Chandra iC16/09 !1? <br />
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