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ARCHIVED REPORTS_2006_3
Environmental Health - Public
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EHD Program Facility Records by Street Name
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HARNEY
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17720
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4400 - Solid Waste Program
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PR0440058
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ARCHIVED REPORTS_2006_3
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Last modified
7/17/2020 3:53:25 PM
Creation date
7/3/2020 11:01:35 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_3
RECORD_ID
PR0440058
PE
4433
FACILITY_ID
FA0004518
FACILITY_NAME
NORTH COUNTY LANDFILL
STREET_NUMBER
17720
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06512004
CURRENT_STATUS
01
SITE_LOCATION
17720 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440058_17720 E HARNEY_2006_3.tif
Tags
EHD - Public
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BOLLARDS OR COW BARRIERS PER WELL SCHEDULE <br /> WELL ENCLOSURE <br /> 3 6 <br /> o z z <br /> INSCRIBE WELL NUMBER AND.DATE IN WET.CONCRETE WELD..SCHEDULE <br /> EXISTING `�' 2 -0" CLASS 2 AB• 4 FT ALt AROUND NORTH COUNTY LA <br /> N®lI~II.L <br /> GROUND <br /> DEPTH(FT) COW TY MITIGATION <br /> BOLLARD. <br /> _ � f CONCRETE <br /> i' o NEAT CEMENT WELL I1j (NOTE 4) ARRIE . <br /> HARD PAN. SEE NOTE 5 <br /> :. .. 01i1t1 A DIM 8 (NO'S'E 2) (htvIE 3) RESTRICTION <br /> .._._..... <br /> 3x3x3 DOBIE (EACH SIDE) SG-11 75 43 X <br /> e 0 5•-0" MINSG-1. 43 u' X <br /> YCD3G-13 4 75 43 x <br /> 9G-14 87 48 x <br /> • -----'- <br /> -- SHALLOW <br /> I 6" PROBE PIPE SG-15 85 48 <br /> t PROBE PIPE TIP AT BOTTOM SG-16 80 45 . <br /> m OF ROCK SECTION (TYP) <br /> SG-17 80 45 x <br /> . z <br /> 3Z4" PROBE PIPE 4 SG-1$ 83 47 <br /> 5'-0" MIN (TYP OF 3) 3 <br /> SG-19 85 43 <br /> Q SG-20 85 48 _ x <br /> PEA, GRAVEL (TYP) <br /> m o <br /> SG 21 76 4.3 _X • <br /> ' PERFORATIONS (TYP) SG-22 78 44 � x <br /> INTERMEDIATE <br /> PROBE PIPE , <br /> SAMPLING INTERVAL-VARIES (TYP) <br /> 5•-0" K41N BENTONITE (TYP) <br /> NOTE: <br /> 6" DEEP <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 /> rn 2. SEE DETAIL 1 ON SHEET 7. <br /> v <br /> o, -- PROBE PIPE WEIGHT (TYP) 3 SEE DETAIL 3 ON SHEET 7. <br /> 4. DIMENSIONS M.AY BE ADJUSTED BY THE ENGINEER TO AVOID <br /> WELL BOTTOM OBSTRUCTION OF HIGH PERMEABILITY LENSES, <br /> *i5. DEPTH OF HARD PAN VARIES 1 FT TO 3 FT. NOTE DEPTH OF HARD PAN <br /> 8" MIN <br /> -t� DURING DRILLING: PLACE 4" BENTONITE ALL AROUND AGAINST HARD PAN. <br /> a t lfG M ON MMiITORIN� WEI1. N <br /> UN 1 1 Q REVISION DATE DES CKY 8Y <br /> Z 3 SCALE: NTS SECTION <br /> et No. <br /> C<a1�1S7# tf>;T1Qt 1. P I L MIGR.TIQN <br /> NORTH COUNTY LANC)FILL WELL SND HEDULE <br /> ' No � L,` <br /> +7Nt�csf�c vuu sr. x CaN I Y ANO 3�of 7 <br /> wlil Di <br /> pRAWiv BY DATE J£CT ENGINEER DATE CHECKED DYE APPROVAL RECOMMENDED DATE <br /> J Chandra 1736109 y�®tat ' . ,, . <br />
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