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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 /> 0 Page 10 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 Subtrrade(ft.) %Dry Wt. P.C.P. Curve No. COMPaction Compaction <br /> BARRIER LAYER <br /> 320 9-10 N1425 E2450 -1.0 13.0 120 32 96 95 <br /> 321 9-10 N1425 E2425 -1.0 12.8 122 32 97 95 <br /> 322 9-10 N1520 E2410 -1.0 13.8 117 30 96 95 <br /> 323 9-10 N1530 E2450 -1.0 14.6 116 30 95 95 <br /> 324 9-10 N1550 E2485 -1.0 13.9 117 30 96 95 <br /> 325 9-10 N1625 E2490 -1.0 13.2 118 30 97 95 <br /> 326 9-10 N1650 E2450 -1.0 11.3 121 31 98 95 <br /> 327 9-10 N1675 E2430 -1.0 12.4 121 31 98 95 <br /> 328 9-10 N1750 E2425 -1.0 11.8 122 31 98 95 <br /> 329 9-10 N1740 E2460 -1.0 13.0 120 31 97 95 <br /> 330 9-10 N1750 E2475 -1.0 12.9 121 31 97 95 <br /> 331 9-10 N2025 E2475 -1.0 13.9 117 30 96 95 <br /> 332 9-10 N2030 E2440 -1.0 13.9 117 30 96 95 <br /> 333 9-10 N2030 E2430 -1.0 13.8 117 30 96 95 <br /> 334 9-10 N2150 E2425 -1.0 11.8 122 31 98 95 <br /> 9-10 N2140 E2450 -1.0 11.2 122 31 99 95 <br /> 9-10 N2165 E2475 -1.0 12.4 122 31 98 95 <br /> 337 9-10 N2275 E2490 -1.0 12.4 121 31 97 95 <br /> 338 9-10 N2275 E2450 -1.0 11.1 123 13 96 95 <br /> 339 9-10 N2280 E2410 -1.0 13.3 117 29 95 95 <br /> 340 9-10 N2480 E2402 -1.0 12.6 119 29 97 95 <br /> 341 9-10 N2475 E2410 -1.0 12.1 119 29 97 95 <br /> 242 9-10 N2450 E2490 -1.0 12.6 119 29 96 95 <br /> 243 9-10 N2650 E2410 -1.0 12.8 117 29 95 95 <br /> 344 9-10 N2675 E2480 -1.0 12.1 119 29 97 95 <br /> 345 9-12 N2880 E2475 -1.0 8.8 127 13 99 95 <br /> 346 9-12 N2950 E2450 -1.0 11.0 119 29 97 95 <br /> 347 9-12 N2980 E2401 -1.0 10.4 121 29 98 95 <br /> 348 9-12 N3075 E2430 -1.0 14.1 115 28 95 95 <br /> 349 9-12 N311 OE2490 -1.0 13.2 118 28 99 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 Kleinfeider,Inc. <br />
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