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ARCHIVED REPORTS_1996
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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C
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CORRAL HOLLOW
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31130
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4400 - Solid Waste Program
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PR0440003
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Archived Reports
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ARCHIVED REPORTS_1996
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Entry Properties
Last modified
9/14/2020 3:24:32 AM
Creation date
7/3/2020 11:04:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1996
RECORD_ID
PR0440003
PE
4434
FACILITY_ID
FA0003698
FACILITY_NAME
CORRAL HOLLOW LANDFILL
STREET_NUMBER
31130
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25303010
CURRENT_STATUS
01
SITE_LOCATION
31130 CORRAL HOLLOW RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4434_PR0440003_31130 CORRAL HOLLOW_1996.tif
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EHD - Public
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File No. 20-1008-36 KLEINFELDER <br /> May 20, 1996 <br /> Page 8 of 9 <br /> Dry Laboratory specified <br /> Test Moisture Density Compaction Relative Relative <br /> No. Date Test Location %Dry Wt. P.C.F. Curve No. Compaction Compaction <br /> CRAY BARRIER LAYER <br /> 249 1-19 N8950 E9725 11.5 125 20 95 95 <br /> 250 1-19 N9075 E9725 11.5 125 20 95 95 <br /> 251 1-19 N9150 E9725 9.5 125 20 95 95 <br /> 252 1-19 N9175 E9680 9.4 126 20 96 95 <br /> 253 1-19 N9100 E9625 11.3 128 20 97 95 <br /> 254 1-19 N9075 E9650 11.9 126 20 96 95 <br /> 255 1-19 N8910 E9600 10.8 127 20 96 95 <br /> 256 1-19 N8850 E9575 11.4 127 20 96 95 <br /> 257 1-19 N8975 E9525 9.5 125 20 95 95 <br /> 258 1-19 N9075 E9575 10.4 126 20 95 95 <br /> 259 1-19 N9110 E9525 10.4 126 20 96 95 <br /> 260 1-19 N9175 E9600 10.3 127 20 97 95 <br /> 261 1-19 N9175 E9500 10.8 127 20 97 95 <br /> 262 1-19 N9125 E9450 11.3 127 20 97 95 <br /> 263 1-19 N9090 E9450 10.7 128 20 97 95 <br /> 264 1-19 N8975 E9475 10.8 127 20 96 95 <br /> 265 1-19 N8875 E9490 11.8 127 20 97 95 <br /> 2 6 1-19 N8790 E9410 10.3 127 20 96 95 <br /> jr 1-19 N8850 E9400 10.0 126 20 95 95 <br /> 268 1-19 N8925 E9375 10.4 126 20 96 95 <br /> 269 1-19 N9025 E9425 9.9 125 20 95 95 <br /> 270 1-19 N9090 E9400 11.0 125 20 95 95 <br /> 271 1-19 N9025 E9375 10.5 125 20 95 95 <br /> 272 1-19 N8875 E9325 9.5 125 20 95 95 <br /> 273 1-19 N8775 E9325 11.9 126 20 96 95 <br /> 274 1-19 N8710 E9350 11.8 127 20 96 95 <br /> 275 4-09 N9575 E10500 14.0 116 15 93 90 <br /> 276 4-09 N9490 E10675 12.8 117 11 92 90 <br /> 277 4-09 N9425 E10550 10.9 121 11 94 90 <br /> 278 4-09 N9450 E10425 13.9 116 15 94 90 <br /> 279 4-09 N9550 E10350 13.5 116 15 93 90 <br /> 280 4-09 N9425 E10275 13.3 117 11 92 90 <br /> 281 4-09 N9325 E10150 11.2 117 11 92 90 <br /> 1995 SAND CONE TESTS <br /> SC-1 11-08 N9000 E9150 10.3 130 8 100 90 <br /> SC-2 11-09 N8975 E9275 11.0 130 8 100 90 <br /> SC-3 11-13 N8650 D9150 10.3 123 8 94 90 <br /> SC-4 11-15 N8500 E9100 10.6 125 8 96 90 <br /> 05 11-18 N8550 E9450 12.5 121 9 96 90 <br /> 6 11-28 N8850 E9625 13.7 120 8 90 95 <br /> SC-7 11-28 N8725 E9925 12.1 124 11 97 90 <br /> Accepted engineering and testing procedures were used for these tests. We do not undertake the guarantee of construction,nor do we relieve the contractor of his primary msponsbility to produce <br /> a completed project conforming to the project plans and specifications. Copyright 1996 Kleinfeldec.Inc. <br />
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