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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 15 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 00 % Dry Wt. P.C.P. Curve No. Compaction Compaction <br /> BARRIER LAYER <br /> 502 9-16 N3050 E2025 -1.0 16.2 116 41 98 95 <br /> 503 9-16 N3100 E2075 -1.0 16.8 115 41 98 95 <br /> 504 9-19 N1175 E1970 -1.0 10.0 119 29 97 95 <br /> 505 9-19 N1200 E1905 -1.0 14.3 118 45 99 95 <br /> 506 9-19 N1200 E1950 -1.0 12.1 119 43 97 95 <br /> 507 9-19 N1300 E1980 -1.0 13.4 130 43 99 95 <br /> 508 9-19 N1300 E1940 -1.0 12.5 116 33 99 95 <br /> 509 9-19 N1300 E1920 -1.0 10.5 119 33 99 95 <br /> 510 9-19 N1375 E1950 -1.0 18.6 111 35 99 95 <br /> 511 9-19 N1425 E1990 -1.0 15.2 119 38 98 95 <br /> 512 9-19 N1425 E1910 -1.0 14.1 120 38 99 95 <br /> 513 9-19 N1475 E1950 -1.0 14.2 119 38 98 95 <br /> 514 9-19 N1550 E1905 -1.0 16.5 113 41 96 95 <br /> 515 9-19 N1550 E1930 -1.0 17.2 113 41 96 95 <br /> 516 9-19 N1550 E1980 -1.0 16.0 113 41 96 95 <br /> 9-19 N1600 E1925 -1.0 14.6 120 30 98 95 <br /> 9-19 N1625 E1950 -1.0 13.6 119 30 98 95 <br /> 519 9-19 N1675 E1975 -1.0 13.7 118 30 97 95 <br /> 520 9-19 N1675 E1975 -1.5 15.2 116 30 95 95 <br /> 521 9-19 N1725 E1910 -1.0 15.3 114 45 96 95 <br /> 522 9-19 N1775 E1950 -1.0 15.8 114 45 97 95 <br /> 523 9-19 N1775 E1990 -1.0 12.8 122 44 96 95 <br /> 524 9-19 N1850 E1925 -1.0 11.0 125 44 99 95 <br /> 525 9-19 N1850 E1960 -1.0 11.7 124 44 98 95 <br /> 526 9-19 N1850 E1995 -1.0 12.3 122 44 96 95 <br /> 527 9-19 N1875 E1975 -1.0 13.9 116 40 96 95 <br /> 528 9-19 N1975 E1950 -1.0 13.3 117 40 97 95 <br /> 529 9-19 N2025 E1905 -1.0 13.9 116 40 96 95 <br /> 530 9-19 N2025 E1925 -1.0 15.3 114 42 97 95 <br /> 531 9-19 N2025 E1975 -1.0 15.2 115 42 98 95 <br /> 532 9-19 N2075 E1975 -1.0 14.6 116 42 99 95 <br /> 533 9-19 N2125 E1905 -1.0 13.2 118 46 99 95 <br /> 534 9-19 N2125 E1940 -1.0 13.2 119 46 99 95 <br /> 535 9-19 N2125 E1990 -1.0 12.5 120 43 98 95 <br /> 536 9-19 N2250 E1940 -1.0 16.4 114 41 96 95 <br /> 537 9-19 N2425 E1910 -1.0 15.9 114 41 96 95 <br /> 538 9-19 N2675 E1950 -1.0 16.5 113 41 96 95 <br /> .0 9-19 N2750 E1985 -1.0 12.6 120 43 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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