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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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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 /> 0 Page 2 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 Tei Location Subarade(ft_) %Dry Wt. P.C.P. Curve No. ction Compaction <br /> BARREER LAYER <br /> 35 8-26 N2025 E1200 -1.5 14.6 116 9 99 95 <br /> 36 8-26 N1950 E1200 -1.0 11.5 119 7 96 95 <br /> 37 8-26 N1800 E1150 -1.0 13.2 118 7 95 95 <br /> 38 8-26 N1800 E1220 -1.0 11.5 119 7 96 95 <br /> 39 8-26 N1500 E1200 -1.0 14.5 117 9 99 95 <br /> 40 8-26 N1025 El 125 -1.0 12.0 120 7 97 95 <br /> 41 8-26 N1020 E1205 -1.0 12.6 119 7 96 95 <br /> 42 8-26 N1050 E1300 -1.0 14.5 117 9 99 95 <br /> 43 8-26 N1020 E1340 -1.0 15.1 116 9 99 95 <br /> 44 8-26 N1050 E1375 -1.0 14.5 117 9 99 95 <br /> 45 8-26 N2000 E1300 -1.0 9.7 116 9 99 95 <br /> 46 8-26 N2000 E1385 -1.0 11.1 107 9 92 95 <br /> 47 8-26 N2095 E1310 -1.0 13.6 106 9 91 95 <br /> 48 8-26 N1700 E1300 -1.0 11.5 119 7 96 95 <br /> 49 8-26 N1700 E1385 -1.0 13.2 119 7 96 95 <br /> 5 -26 N1700 E12 -1.0 13.7 118 7 95 95 <br /> AF -26 N1450 E1250 -1.0 11.6 107 9 92 95 <br /> 52 8-26 N1450 E1385 -1.0 10.7 117 9 99 95 <br /> 53 8-26 N1450 E1200 -1.0 10.8 116 9 99 95 <br /> 54 8-26 N1200 E1250 -1.0 9.2 109 9 93 95 <br /> 55 8-26 N1200 E1350 -1.0 10.8 121 7 98 95 <br /> 56 8-26 N1200 E1200 -1.0 9.9 120 7 97 95 <br /> 57 8-26 N1150 E1300 -1.0 9.5 016 9 90 95 <br /> 58 8-26 N1150 E1385 -1.0 9.8 121 7 98 95 <br /> 59 8-26 N1150 E1250 -1.0 8.5 117 7 95 95 <br /> 60 8-26 N1200 E1300 -1.0 9.9 114 9 97 95 <br /> 61 8-26 N1400 El 175 -1.0 8.5 111 9 95 95 <br /> 62 8-26 N1600 E1200 -1.0 10.1 124 7 99 95 <br /> 63 8-26 N1600 El 175 -1.0 11.4 120 7 97 95 <br /> 64 8-27 N1300 El 150 -1.0 14.1 115 9 98 95 <br /> 65 8-27 N1300 E1150 -1.0 14.1 115 9 98 95 <br /> 66 8-27 N1300 E1150 -1.5 15.0 112 9 96 95 <br /> 67 8-27 N1400 E1120 -1.0 14.4 112 9 96 95 <br /> 68 8-27 N1300 E1175 -1.0 15.3 114 9 98 95 <br /> 69 8-27 N1650 E1125 -1.0 14.1 115 9 98 95 <br /> 70 8-27 N2060 El 150 -1.0 13.9 117 12 98 95 <br /> 71 8-27 N2050 E1110 -1.0 12.0 116 12 97 95 <br /> 0 8-27 Retest of #46 -1.0 14.2 114 9 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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