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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_2006_1
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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
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EHD - Public
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BOLLARDS OR COW BARRIERS PER WELL SCHEDULE <br /> WELL ENCLOSURE � <br /> 3 U6 <br /> Z Z <br /> EXISTING N 2-0» CLASS 2 A$, 4 FT ALL AROUND INSCRIBE WELL NUMBER AND DATE IN .WET CONCRETE: WELL SCHEDULE <br /> GROUND <br /> GROUND NORTH COUNTY LANDFILL <br /> VIAr hru C�N R <br /> o C ETE DEPTH'(FT) COW13®L MITIGATION <br /> LARD <br /> o NEAT CEMENT WELL N (NOTE 4) $ARRIE AREA <br /> HARD PAN. SEE NOTE 5 <br /> DIM A DIM B (NOTE 2) (NOTE 3) RESTRICTION <br /> 3x3x3 DONE (EACH SIDE) SG-11 75 43 X X <br /> 0 5'-D" MIN <br /> SG-12 75 43 X X. <br /> -- <br /> SG-13 75 43 X X <br /> -- SHALLOW <br /> -- 9G-14 87 4$ X <br /> 6" <br /> PROBE PIPE SG-15 85 48 x X <br /> PROBE PIPE TIP AT BOTTOM , -1E SO 45 x x. °° OF ROCK SECTION (TYP) <br /> SG-1 8021 <br /> _ X <br /> o . <br /> 3/4- PROBE PIPE <br /> ® 5'-0" MIN (TYP OF 3) 3 . 6 SG-18 $37 <br /> a <br /> SG-19 85 48 <br /> 6" PEA GRAVEL (TYP) SG-20 $5 48 ( <br /> 0 <br /> s- PERFORATIONS (TYP) <br /> SG-21 76 43 X <br /> -w -- - <br /> a d 8&22 78 44 <br /> INTERMEDIATE <br /> 4 PROBE PIPE <br /> SAMPLING INTERVAL,VARIES (TYP) < <br /> 5'-0" MIN BENTONITE (TYP) <br /> 6» DEEP NOTE: <br /> PROBE PIPE 1- CONSTRUCTION OF WELL TO THE. TOP OF SHALLOW PROBE'S BENTONITE <br /> PLUG AS SHOWN SHALL BE DURING EHD INSPECTION. <br /> 2. SEE DETAIL 1 ON SHEET 7. <br /> v: PROBE PIPE WEIGHT (TYP) 3. SEE DETAIL 3 ON SHEET 7. <br /> DIMENSIONS MAY BE ADJUSTED BY THE ENGINEER TO AVOID - - <br /> �: WELL BOTTOM OBSTRUCTION OF HIGH PERMEABILITY LENSES. <br /> ' 8" MIN 5. DEPTH OF WARD PAN VARIES 1 FT TO 3 FT. NOTE DEPTH OF HARD PAN <br /> LFG T;ON 1�ONff0RINI�. ELL — t�: : COUI�I�Y LANOF�LL <br /> a DURING DRILLING: PLACE 4" BENTONITE ALL AROUND AGAINST HARD PAN. <br /> -� REVISION DATE DES CKY BY <br /> 2 3 SCALE: NT5 SECTION <br /> __.. <br /> CC�NSTRUCTI;>ON P L A11IGRA ION <br /> Sheet N . <br /> : : t� ► _ UI Q SCALE MON1' 19F.,FI � kl� <br /> NORTH COUNTY LANDFILL WELL AND ��HEDULE <br /> E 1 ILLPiflil LIitL$ <br /> 3 of 7 <br /> - <br /> DRAWN BY DATE ECT ENGINEER DATE CHECKED D E APPROVAL RECOMMENDED DATE <br /> J Chandra 1/26/09 1?O <br />
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