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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 11 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 Subtrade 00 % Dry Wt. P.C.P. Curve No. Compaction Compaction <br /> BARRIER LAYER <br /> 350 9-12 N1300 E2325 -1.0 12.1 119 29 97 95 <br /> 351 9-12 N1300 E2350 -1.0 12.6 119 29 97 95 <br /> 352 9-12 N1300 E2375 -1.0 12.1 119 29 97 95 <br /> 353 9-12 N1450 E2310 -1.0 11.2 117 29 96 95 <br /> 354 9-12 N1450 E2330 -1.0 12.3 117 29 95 95 <br /> 355 9-12 N1450 E2380 -1.0 11.7 117 29 95 95 <br /> 356 9-12 N1500 E2390 -1.0 11.6 118 29 96 95 <br /> 357 9-12 N1575 E2305 -1.0 12.5 120 29 98 95 <br /> 358 9-12 N1575 E2325 -1.0 11.9 121 27 97 95 <br /> 359 9-12 N1575 E2390 -1.0 11.3 121 27 97 95 <br /> 360 9-12 N1700 E2325 -1.0 11.2 122 27 97 95 <br /> 361 9-12 N1700 E2350 -1.0 12.4 121 27 97 95 <br /> 362 9-12 N1700 E2375 -1.0 11.9 121 27 97 95 <br /> 363 9-12 N1800 E2305 -1.0 12.6 119 30 97 95 <br /> 364 9-12 N1800 E2375 -1.0 13.2 119 30 97 95 <br /> 9-12 N1800 E23 -1.0 12.2 123 13 96 95 <br /> 3T 9-12 N1900 E2310 -1.0 11.7 124 13 97 95 <br /> 367 9-12 N1925 E2315 -1.0 13.3 117 24 98 95 <br /> 368 9-12 N1910 E2330 -1.0 13.9 116 24 97 95 <br /> 369 9-12 N1900 E2375 -1.0 13.9 117 24 98 95 <br /> 370 9-12 N1900 E2390 -1.0 12.1 119 30 97 95 <br /> 371 9-12 N1900 E2325 -1.0 11.4 120 30 98 95 <br /> 372 9-13 N2050 E2340 -1.0 12.3 122 31 98 95 <br /> 373 9-13 N2050 E2380 -1.0 11.8 122 31 98 95 <br /> 374 9-13 N2275 E2325 -1.0 12.8 122 31 98 95 <br /> 375 9-13 N2275 E2350 -1.0 12.9 121 31 97 95 <br /> 376 9-13 N2275 E2375 -1.0 12.3 122 31 98 95 <br /> 377 9-13 N2450 E2302 -1.0 11.8 122 31 98 95 <br /> 378 9-13 N2450 E2330 -1.0 13.9 117 36 96 95 <br /> 379 9-13 N2450 E2398 -1.0 13.3 117 36 96 95 <br /> 380 9-13 N2775 E2302 -1.0 12.6 119 36 97 95 <br /> 381 9-13 N2775 E2325 -1.0 13.4 117 36 96 95 <br /> 382 9-13 N2900 E2350 -1.0 12.8 117 36 96 95 <br /> 383 9-13 N3100 E2325 -1.0 13.2 118 36 97 95 <br /> 384 9-13 N3100 E2375 -1.0 11.8 122 31 99 95 <br /> 385 9-13 N0950 E2210 -1.0 12.3 122 31 98 95 <br /> 3&6 9-13 N1000 E2225 -1.0 11.8 122 31 98 95 <br /> is 9-13 N1000 E2275 -1.0 12.3 122 31 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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