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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 <br /> May 20, 1996 <br /> Page 6 of 9 <br /> Dry Laboratory specified <br /> Test Moisture Density Compaction Relative Relative <br /> No. Date Test Location %Pa Wt. P.C.F. Curve No. Compaction Compaction <br /> CLAY BARRIEER LAYER <br /> 165 1-05 N9210 E10325 14.7 119 14 95 90 <br /> 166 1-05 N9275 E10290 15.0 121 14 96 90 <br /> 167 1-05 N9225 E10250 12.6 119 11 93 90 <br /> 168 1-05 N9300 E10175 13.3 122 11 95 90 <br /> 169 1-05 N9275 E10200 15.7 116 14 92 90 <br /> 170 1-05 N9300 E10250 13.8 122 8 94 90 <br /> 171 1-05 N9325 E10325 12.7 122 8 94 90 <br /> 172 1-05 N9350 E10400 13.4 116 14 93 90 <br /> 173 1-05 N9275 E10450 14.5 112 15 91 90 <br /> 174 1-05 N9275 E10390 14.5 117 10 91 90 <br /> 175 1-05 N9200 E10450 14.8 119 10 93 90 <br /> 176 1-05 N9350 E10500 12.8 122 13 95 90 <br /> 177 1-05 N9300 E10550 13.8 122 13 95 90 <br /> 178 1-05 N9175 E10550 14.6 111 15 90 90 <br /> 179 1-05 N9375 E10500 15.5 117 14 93 90 <br /> 180 1-05 N9350 E10690 12.2 128 8 98 90 <br /> 181 1-05 N9325 E10775 14.5 121 10 95 90 <br /> a2 1-05 N9275 E10750 13.4 121 10 94 90 <br /> 1-05 N9250 E10725 14.0 121 10 95 90 <br /> 184 1-05 N9200 E10650 16.3 115 15 93 90 <br /> 185 1-05 N9300 E10675 16.3 115 15 93 90 <br /> 186 1-10 N9500 E10175 14.2 119 17 94 90 <br /> 187 1-10 N9550 E10175 12.3 122 13 95 90 <br /> 188 1-10 N9500 E10225 12.8 122 13 95 90 <br /> 189 1-10 N9550 E10225 13.6 119 15 97 90 <br /> 190 1-10 N9625 E10225 13.0 124 17 98 90 <br /> 191 1-10 N9625 E10300 14.2 123 17 97 90 <br /> 192 1-10 N9625 E10375 13.7 124 17 98 90 <br /> 193 1-10 N9675 E10275 13.8 123 17 97 90 <br /> 194 1-10 N9690 E10290 11.5 125 17 98 90 <br /> 195 1-10 N9725 E10200 12.1 124 8 95 90 <br /> 196 1-10 N9590 E10125 12.9 121 8 93 90 <br /> 197 1-10 N9650 E10150 12.8 122 8 93 90 <br /> 198 1-10 N9700 E10150 11.3 128 8 98 90 <br /> 199 1-10 N9650 E10100 11.4 126 8 97 90 <br /> 200 1-11 N9550 E10050 13.9 122 17 96 90 <br /> 201 1-11 N9625 E10075 12.4 126 8 97 90 <br /> 202 1-11 N9550 E9975 14.2 123 17 97 90 <br /> 203 1-11 N9625 E10010 12.9 121 17 95 90 <br /> 1-11 N9675 E10025 13.2 123 17 97 90 <br /> 1-11 N9700 E9950 13.8 117 17 93 90 <br /> 206 1-11 N9610 E9925 12.7 123 10 96 90 <br /> Accepted engineering and testing procedures were used for these testa. We do not undertake the guarantee of construction.nor do we relieve the contractor of his primary responsibility to produce <br /> a completed project conforming to the project plana and specifications. Copyright 1996 laeinfekler.Inc. <br />
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