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ARCHIVED REPORTS_1995
Environmental Health - Public
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EHD Program Facility Records by Street Name
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H
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HARNEY
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14750
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4400 - Solid Waste Program
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PR0440007
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ARCHIVED REPORTS
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ARCHIVED REPORTS_1995
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Entry Properties
Last modified
9/14/2020 3:54:32 AM
Creation date
7/3/2020 11:08:42 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1995
RECORD_ID
PR0440007
PE
4434
FACILITY_ID
FA0000595
FACILITY_NAME
HARNEY LANE LANDFILL
STREET_NUMBER
14750
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06503006
CURRENT_STATUS
01
SITE_LOCATION
14750 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4434_PR0440007_14750 E HARNEY_1995.tif
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EHD - Public
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File No. 20-1008-49 <br /> December 22, 1994 <br /> Page 3 of 21 <br /> SUMMARY OF FIELD DENSITY TEST RESULTS <br /> Depth From Dry Laboratory Specified <br /> Test Finished Moisture Density Compaction Relative Relative <br /> No. Date Test Location Subgrade(ft.) %Dry Wt. P.C.P. Curve No. Compaction Compaction <br /> BARRIEER LAYER <br /> 73 8-27 Retest of#47 -1.0 13.7 114 9 97 95 <br /> 74 8-27 Retest of#51 -1.0 14.2 114 9 97 95 <br /> 75 8-27 Retest of#54 -1.0 15.0 112 9 96 95 <br /> 76 8-27 Retest of#57 -1.0 15.2 111 9 95 95 <br /> 77 8-27 N1840 E1360 -1.0 14.3 113 12 95 95 <br /> 78 8-27 N1840 E1360 -1.0 14.1 115 12 97 95 <br /> 79 8-27 N1840 E1360 -1.5 15.1 113 12 95 95 <br /> 80 8-29 N3200 E2920 -1.0 13.4 121 14 96 95 <br /> 81 8-29 N3200 E2950 -1.0 12.3 122 14 97 95 <br /> 82 8-29 N3200 E2975 -1.0 14.0 121 14 96 95 <br /> 83 8-29 N3300 E2950 -1.0 13.9 121 14 96 95 <br /> 84 8-29 N3300 E2920 -1.0 13.3 122 14 96 95 <br /> 85 8-29 N3300 E3050 -1.0 13.4 121 14 96 95 <br /> 86 8-29 N2200 E3005 -1.0 11.1 124 13 97 95 <br /> 87 8-29 N2200 E3025 -1.0 10.9 126 13 98 95 <br /> 8-29 N22003050 -1.0 12.2 123 13 96 95 <br /> -29 N2350 E3080 -1.0 12.3 122 13 95 95 <br /> 90 8-29 N2350 E3050 -1.0 10.0 126 13 98 95 <br /> 91 8-29 N2350 E3025 -1.0 14.0 120 14 95 95 <br /> 92 8-29 N2400 E2950 -1.0 14.0 121 14 96 95 <br /> 93 8-29 N2500 E2975 -1.0 13.9 122 14 96 95 <br /> 94 8-29 N2500 E3025 -1.0 14.6 120 14 95 95 <br /> 95 8-29 N2500 E3010 -1.0 13.4 121 14 96 95 <br /> 96 8-29 N2650 E2925 -1.0 10.1 124 13 97 95 <br /> 97 8-29 N2650 E2950 -1.0 11.0 124 13 97 95 <br /> 98 8-29 N2650 E2975 -1.0 10.4 126 13 98 90 <br /> 99 8-29 N2800 E3120 -1.0 12.7 122 13 96 95 <br /> 100 8-29 N2800 E3110 -1.0 10.5 125 13 98 95 <br /> 101 8-29 N2800 E3150 -1.0 9.9 126 13 99 95 <br /> 102 8-29 N1450 E3075 -1.0 10.4 126 13 98 95 <br /> 103 8-29 N1425 E3050 -1.0 11.5 125 13 98 95 <br /> 104 8-29 N1440 E3025 -1.0 13.2 122 14 97 95 <br /> 105 8-29 N1600 E3050 -1.0 14.0 121 14 96 95 <br /> 106 8-29 N1600 E3075 -1.0 12.0 125 13 98 95 <br /> 107 8-29 N1600 E3090 -1.0 11.0 125 13 98 95 <br /> 108 8-29 N1750 E3010 -1.0 11.0 125 13 98 95 <br /> 1 8-29 N1750 E3040 -1.0 11.5 125 13 98 95 <br /> 0 8-29 N1750 E3025 -1.0 11.6 124 13 97 95 <br /> Accepted engineering and testing procedures were used for these tests. The above data is presented for information purposes only. In the absence of continuous observations of our personnel <br /> at the site,we cannot express an opinion as to the adequacy of site preparation or overall fill compaction. We do not undertake the guarantee of construction,nor do we relieve the contractor <br /> of his primary responsibility to produce a completed project conforming to the project plans and specifications. Copyright 1994 Kleinfelder.Inc. <br />
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