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ARCHIVED REPORTS_2010_5
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ARCHIVED REPORTS_2010_5
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Last modified
7/17/2020 8:37:49 PM
Creation date
7/3/2020 10:44:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2010_5
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_2010_5.tif
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EHD - Public
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Table 1 <br />Foothill landfill <br />Landfill Gas Mieration Monitoring wPu rnnctriir^tinn r); -c;^ - <br />Well No. <br />Date Probe <br />Installed <br />Vector <br />Inspector <br />Boring <br />Depth (ft, <br />bgs) " <br />Probe Perforation Intervals <br />'(ft, bgs) <br />Shallow Intermediate Deep <br />Probe Gravel Pack Intervals <br />( ft g <br />bs,) <br />Shallow Intermediate Deep <br />SG -102 <br />8/6/2009 <br />Holland <br />98 <br />7-10 <br />15.5-49 <br />S4.5-94 <br />6.S- <br />10 <br />IS -49 <br />S4-98 <br />SG -103 <br />8/7/2009 <br />Sample <br />100 <br />7-10 <br />15.5 - <br />45* <br />50.5 - <br />95* <br />6.5-10 <br />15 - <br />45* <br />50 - <br />100* <br />SG -104 <br />8/11/2009 <br />Sample <br />92 <br />7-10 <br />15.S-48 <br />S3.5-92 <br />6.5-10 <br />15-48 <br />53-92 <br />SG -105 <br />8/10/2009 <br />Peevers <br />101 <br />7-10 <br />15.5-53 <br />58.5-101 <br />6.5-10 <br />15 <br />- 53 <br />S8-101 <br />SG -106 <br />8/13/2009 <br />Sample <br />120 <br />7-10 <br />15.S <br />- 62 <br />67.5 <br />120 <br />6.5 <br />- 10 <br />15-62 <br />67-120 <br />SG -107 <br />8/11/2009 <br />Holland <br />150 <br />7-10 <br />15.5-75 <br />80.5-146 <br />6.5-10 <br />15-75 <br />80-150 <br />SG -108 <br />8/12/2009 <br />Holland <br />155 <br />7-10 <br />15.5 <br />-77 <br />82.5 -149 <br />6.5- <br />10 <br />15-77 <br />82- <br />155 <br />SG -109 <br />8/13/2009 <br />Holland <br />170 <br />7-10 <br />15.S - <br />78* <br />83.5 --166* <br />-65-10 <br />15 - <br />78* <br />83 - <br />170* <br />SG -110 <br />8/14/2009 <br />Holland <br />166 <br />7- <br />10 <br />15.5 <br />-82 <br />87.5- <br />160 <br />6.5- <br />10 <br />1S-82 <br />87 - <br />166 <br />SG -111 <br />8/17/2009 <br />Sample <br />128 <br />7-10 <br />15.5-66 <br />71.5 <br />--12 8 <br />6.5 <br />- 10 <br />15-66 <br />71-128 <br />SG -112 <br />8/6/2009 <br />Sample <br />106 <br />7-10 <br />15.S <br />- 55 <br />60-.5-106 <br />6.5 <br />- 10 <br />15 <br />- 55 <br />60-106 <br />SG -113 <br />8/5/2009 <br />Peevers <br />103 <br />7- <br />10 <br />1S.5 <br />- 54 <br />59.5 - <br />103 <br />6.S- <br />10 <br />IS- <br />S4 <br />59-103 <br />SG -114 <br />8/4/2009 <br />Peevers <br />74 <br />7- <br />10 <br />15.5 <br />- 39 <br />44.5-74 <br />6.5 - 10 <br />15 <br />- 39 <br />44-74 <br />SG -115 <br />8/3/2009 <br />Peevers <br />66 <br />-7- <br />10 <br />15.5 <br />- 35 <br />40.5-66 <br />6.5 <br />- 10 <br />15- <br />35 <br />40-66 <br />SG -116 <br />7/31/2009 <br />Peevers <br />72 <br />7-10 <br />1S.5 <br />- 38 <br />43.5 <br />--72 <br />-6S-10 <br />15 <br />- 38 <br />43-72 <br />SG -117 <br />7/30/2009 <br />Peevers <br />66 <br />7- <br />10 <br />15.5 <br />-35 <br />40.5-66 <br />6.5- <br />10 <br />1S-35 <br />40-66 <br />SG -118 <br />7/30/2009 <br />Sample <br />63 <br />7-10 <br />15.5 <br />- 34 <br />39.5-63 <br />6.5 <br />- 10 <br />15-34 <br />39-63 <br />SG -119 <br />7/31/2009 <br />Sample <br />64 <br />7- <br />10 <br />15.5 <br />- 34 <br />39.5 <br />-64 <br />6.5-10 <br />15-34 <br />39-64 <br />SG -120 <br />8/4/2009 <br />Sample <br />92 <br />7- <br />10 <br />15.5 - <br />49* <br />54.5 <br />- 92* <br />6.5- <br />10 <br />15 - <br />49* <br />54-92* <br />SG -121 <br />8/3/2009 <br />Holland <br />86.5 <br />6 <br />- 9* <br />15.5 - <br />53* <br />58.5 <br />- 86* <br />5.5 <br />- 10* <br />15 - <br />53* <br />58 - <br />86.5* <br />SG -122 <br />7/31/2009 <br />Holland <br />69.5 <br />7-10 <br />15.5 - 37 <br />42.5-69 <br />6.5-10 <br />15-37 <br />42-69.5 <br />SG -123 <br />7/31/2009 <br />Holland <br />68.5 <br />7-10 <br />15.S <br />- 36 <br />41.5 <br />- 68 <br />6.5 <br />- 10 <br />IS <br />-36 <br />41-68.5 <br />SG -124 <br />7/30/2009 <br />Holland <br />88 <br />7-10 <br />-7-10 <br />15.5-46 <br />_S1.5-87 <br />6.5- <br />10 <br />15-46 <br />51-88 <br />SG -125 <br />8/5/2009 <br />Sample <br />85 <br />15.5 - 45 <br />50.5 <br />- 85 <br />6.S-.10 <br />1S <br />-4S <br />50 <br />- 85 <br />NOTES: <br />ft, bgs = feet below ground surface; <br />* = probe interval that was modified front the plans and specification due to the occurrence of high permiability sand lens <br />
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