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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 4of21 <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 Subtgrade(ft.) % Dry Wt. P.C.P. Curve No. Compaction Compaction <br /> BARRIER LAYER <br /> 111 8-29 N1900 E3060 -1.0 11.0 124 13 97 95 <br /> 112 8-29 N1900 E3075 -1.0 12.1 124 13 97 95 <br /> 113 8-29 N1900 E2025 -1.0 10.9 126 13 98 95 <br /> 114 8-29 N1950 E3050 -1.0 10.4 126 13 98 95 <br /> 115 8-29 N2050 E3025 -1.0 10.3 127 13 99 95 <br /> 116 8-29 N2050 E3025 -1.0 11.5 125 13 98 95 <br /> 117 8-29 N2050 E3075 -1.0 10.9 126 13 98 95 <br /> FOUNDATION LAYER <br /> 118 8-30 N1450 E2475 -2.0 13.1 105 15 92 90 <br /> 119 8-30 N2120 E2425 -2.0 12.1 104 15' 91 90 <br /> 120 8-30 N2775 E2450 -2.0 14.0 103 15 90 90 <br /> 121 8-30 N3000 E2450 -2.0 14.5 104 15 91 90 <br /> 122 8-30 N1875 E2250 -2.0 9.7 122 16 98 90 <br /> 123 8-30 N2200 E2225 -2.0 7.6 114 16 92 90 <br /> -30 N2700 E2275 -2.0 10.4 114 16 92 90 <br /> 1W 8-30 N3090 E2230 -2.0 9.4 112 16 91 90 <br /> BARRIER LAYER <br /> 126 8-30 N2630 E3050 -1.0 12.1 124 13 97 95 <br /> 127 8-30 N2025 E3030 -1.0 12.6 124 13 97 95 <br /> 128 8-30 N1510 E3025 -1.0 11.0 125 13 98 95 <br /> 129 8-31 N1450 E2950 -1.0 13.3 122 14 96 95 <br /> 130 8-31 N1500 E2925 -1.0 13.9 122 14 96 95 <br /> 131 8-31 N1500 E2910 -1.0 13.3 122 14 96 95 <br /> 132 8-31 N1500 E2975 -1.0 14.6 120 14 95 95 <br /> 133 8-31 N1650 E2980 -1.0 12.7 123 13 96 95 <br /> 134 8-31 N1650 E2945 -1.0 13.3 122 14 96 95 <br /> 135 8-31 N1650 E2905 -1.0 14.0 120 14 95 95 <br /> 136 8-31 N1700 E2950 -1.0 14.5 121 14 95 95 <br /> 137 8-31 N1700 E2940 -1.0 12.7 123 13 96 95 <br /> 138 8-31 N1700 E2920 -1.0 14.0 121 14 96 95 <br /> 139 8-31 N1850 E2975 -1.0 12.7 122 13 96 95 <br /> 140 8-31 N1850 E2950 -1.0 12.1 124 13 97 95 <br /> 141 8-31 N1850 E2925 -1.0 13.3 122 14 96 95 <br /> 142 8-31 N1900 E3050 -1.0 10.9 126 13 98 95 <br /> 143 8-31 N1900 E2950 -1.0 11.0 125 13 98 95 <br /> -9 8-31 N1900 E2925 -1.0 10.5 125 13 98 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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