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ARCHIVED REPORTS_2009_2
EnvironmentalHealth
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4400 - Solid Waste Program
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PR0440004
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ARCHIVED REPORTS_2009_2
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Entry Properties
Last modified
12/13/2021 12:42:52 PM
Creation date
7/3/2020 10:44:08 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2009_2
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\cfield
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2009_2.tif
Tags
EHD - Public
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BOLLARDS OR COW BARRIERS PER WELL SCHEDULE <br /> n } WELL ENCLOSURE 1 WELL SCHEDULE <br /> FOOTHILL LL LANDFILL <br /> M <br /> 1 EXISTING � � INSCRIBE WELL NUMBER <br /> DEPTH(FT) <br /> WELL N (NOTE 4 <br /> GROUND AND DATE IN WET CONCRETE ) COW <br /> ` o BOLLARDS <br /> 4LFT ALL AROUND DIM DIM 8 BARRIE <br /> (NOTE 2) (NOTE 3) <br /> CONCRETE SG-102 94 54 X <br /> NEAT CEMENT 95 55 X <br /> UI SG-104 92_ _ 53 X <br /> 3x3x3 DOBIE (EACH SIDE t. 4ti� SG-105 101 5g <br /> �n P 2'-D" X <br /> 5'-0" MIN SG-106 - 120 67 y X <br /> y� SG-107 _ 146 80 X <br /> ��C SLA o SHAL SG-108 149_ 82 X <br /> �$ ' PROBE PIPE SG-109 `166 90 X— <br /> sli". B <br /> SG-110_ 160_ 87 X <br /> z m PROBE PIPE TIP AT BOTTOMf - SG-111 128 71 X <br /> OF ROCK SECTION (TYP) t <br /> n SG-112 —106 60- ---X--- <br /> 'W > it 5'-0"MIN 3 4"PROBE PIPE �4 - SG-113 103__ 59 X - <br /> �� a d I (TYP of 3) 5 613 i SG-114 74 44 X <br /> m zC SG-115 66 40 X _ <br /> o PEA GRAVEL (TYP — ----- — <br /> Q� 1 zz w 0 3 or SG-116 72 43 X �M <br /> X11 m Z Q PERFORATIONS SG-117 66 40 X <br /> (TYP) <br /> INTERMEDIATE SG-118 63 39 X <br /> PROBE PIPE SG-119 64 39 SAMPLING INTERVAL VARIES (TYP) X <br /> ® �{".d e _ <br /> M\`�� g4 1 ) J $G-120 92 53 x <br /> — <br /> SG-121 86 50 X <br /> DIM®, 5'-0" MIN 3 +S' SG-122 69 �42 X <br /> '^/°'l BEN TO (TYP) <br /> N 1 � SG-123 -68 41 cq X <br /> Q DEEP ✓ 1 SG-124 87 51 X <br /> PROBE PIP N SG-125 $5 50 <br /> V 1 T <br /> O PROBE PIPE WEIGHT(TYP) v <br /> V a v!E: <br /> � y' <br /> (Ti WELL BOTTOM l i �,('1 �,� <br /> � `H'2 D J I CONSTRUCTION OF µ,mL TO THE TOP OF SHALLOW PROBE'S BENTONITE <br /> 03 r� PLUG AS SHOWN SHALL BE DURING EHD INSPECTION. <br /> m 8"MIN 2. SEE DETAIL i ON SHEET 7. <br /> III�J 7 , ` Z ��LFG MIGRATION MONITORING WELL - FOOTHILL LANDFILL 3. SEE DETAIL 3 ON SHEET 7. <br /> `J REVISION DATE DES CKY BY <br /> 4 5 SCALE. NTS SECTION <br /> 4. DIMENSIONS MAY BE ADJUSTED By THE ENGINEER TO AVOID 7-13-09 CLARIFICATION- 3 CWDM <br /> OBSTRUCTION OF HIGH PERMEABILITY LENSES. - <br /> NO SCALE CONSTRUCTION OF PERIME TER LFG MIGRATION <br /> COUNTY OF SAN J OA Q LAIN <br /> �j MONITORING WELLS AT THE NORTH COUNTY AND FOOTHILL LANDFILL WELL AND SCHEDULE <br /> DRAWN 8Y DATE PROJECT ENGINEER DATE FOOTHILL SANITARY LANDFILLS <br /> s� }(( Sheet No. <br /> ` 7/73/09 J Chandra. 7/13/09 JCChandrra /3/09 APPROVAL RECOMMENDED DATE <br /> S o f 7 <br /> J Chandra <br /> Wfkln9 <br /> N PZ+, <br />
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