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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 5 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 Subitrade fft.) %Dry Wt. P.C.P. Curve No. Compaction Compaction <br /> BARRIER LAYER <br /> 145 8-31 N2150 E2950 -1.0 14.0 120 14 95 95 <br /> 146 9-1 N1375 E2875 -1.0 11.7 123 14 97 95 <br /> 147 9-1 N1375 E2850 -1.0 12.7 123 14 97 95 <br /> 148 9-1 N1375 E2825 -1.0 13.3 122 14 96 95 <br /> 149 9-1 N1620 E2880 -1.0 12.3 122 14 97 95 <br /> 150 9-1 N1620 E2850 -1.0 11.1 124 14 98 95 <br /> 151 9-1 N1620 E2820 -1.0 11.2 122 14 97 95 <br /> 152 9-1 N1950 E2880 -1.0 11.5 125 13 98 95 <br /> 153 9-1 N1950 E2850 -1.0 11.0 125 13 98 95 <br /> 154 9-1 N1950 E2810 -1.0 12.1 125 13 98 95 <br /> 155 9-1 N2100 E2875 -1.0 10.4 126 13 98 95 <br /> 156 9-1 N2100 E2850 -1.0 13.3 122 14 96 95 <br /> 157 9-1 N2100 E2825 -1.0 14.0 121 14 96 95 <br /> 158 9-1 N2350 E2885 -1.0 10.9 126 13 98 95 <br /> 159 9-1 N2350 E2860 -1.0 11.0 125 13 98 95 <br /> lah -1 N2350 E2820 -1.0 11.5 125 13 98 95 <br /> 1W 9-1 N2425 E2850 -1.0 10.4 126 13 98 95 <br /> 162 9-1 N2550 E2890 -1.0 13.2 119 7 95 95 <br /> 163 9-1 N2550 E2850 -1.0 12.6 119 7 95 95 <br /> 164 9-1 N2550 E2505 -1.0 13.2 119 7 95 95 <br /> 165 9-1 N2700 E2875 -1.0 13.0 121 14 95 95 <br /> 166 9-1 N2700 E2840 -1.0 12.3 122 14 96 95 <br /> 167 9-1 N2700 E2805 -1.0 12.3 122 13 96 95 <br /> 168 9-1 N2750 E2850 -1.0 11.0 125 13 98 95 <br /> 169 9-1 N2850 E2825 -1.0 11.5 125 13 98 95 <br /> 170 9-1 N2850 E2850 -1.0 11.0 125 13 98 95 <br /> 171 9-1 N2850 E2875 -1.0 10.5 125 13 98 95 <br /> 172 9-1 N2900 E2875 -1.0 11.0 125 13 98 95 <br /> 173 9-1 N3000 E2875 -1.0 10.9 126 13 98 95 <br /> 174 9-1 N3000 E2850 -1.0 12.6 124 13 97 95 <br /> 175 9-1 N3000 E2820 -1.0 13.2 122 13 96 95 <br /> 176 9-1 N3050 E2875 -1.0 12.9 121 14 95 95 <br /> 177 9-1 N3050 E2825 -1.0 13.6 119 7 95 95 <br /> 178 9-1 N3250 E2875 -1.0 12.4 121 14 96 95 <br /> 179 9-1 N3250 E2850 -1.0 12.9 121 14 96 95 <br /> 180 9-1 N3250 E2825 -1.0 12.3 122 14 96 95 <br /> 0 <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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