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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 3 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 /> CLAY BARRIER LAYER <br /> 41 11-07 N9300 E9300 12.3 122 8 94 90 <br /> 42 11-07 N9225 E9350 13.1 124 8 95 90 <br /> 43 11-07 N9150 E9375 12.1 124 8 95 90 <br /> 44 11-08 N9000 E9150 11.3 128 8 98 90 <br /> 45 11-08 N9010 E9275 13.0 120 8 92 90 <br /> 46 11-08 N9025 E9225 12.3 122 8 93 90 <br /> 47 11-08 N8950 E9250 12.0 125 8 96 90 <br /> 48 11-09 N8975 E9275 13.0 125 8 96 90 <br /> 49 11-09 N8890 E9225 11.2 122 8 94 90 <br /> 50 11-09 N8825 E9200 12.3 122 8 93 90 <br /> 51 11-09 N8710 E9150 11.0 124 8 95 90 <br /> 52 11-13 N8680 E9260 11.7 129 8 99 90 <br /> 53 11-13 N8590 E9190 11.7 123 8 94 90 <br /> 54 11-13 N8550 E9100 12.0 126 8 96 90 <br /> 55 11-13 N8600 E9075 11.6 118 8 91 90 <br /> 56 11-13 N8650 E9150 10.9 121 8 93 90 <br /> 57 11-15 N8575 E9200 10.8 121 8 93 90 <br /> 58 11-15 N8550 E9150 10.7 123 8 94 90 <br /> 11-15 N8500 E9100 12.3 122 8 94 90 <br /> 11-15 N8400 E9050 10.7 122 8 94 90 <br /> 61 11-15 N8375 E9125 11.2 122 8 94 90 <br /> 62 11-15 N8475 E9210 10.9 121 9 96 90 <br /> 63 11-15 N8310 E9290 10.8 116 9 92 90 <br /> 64 11-15 N8450 E9310 11.8 122 9 97 90 <br /> 65 11-16 N8550 E9300 11.7 123 8 94 90 <br /> 66 11-16 N8425 E9375 11.1 118 9 94 90 <br /> 67 11-16 N8380 E9375 11.7 123 8 94 90 <br /> 68 11-16 N8300 E9425 10.9 121 8 93 90 <br /> 69 11-16 N8275 E9610 12.3 122 8 94 90 <br /> 70 11-16 N8325 E9550 11.8 122 8 94 90 <br /> 71 11-16 N8350 E9475 12.2 123 8 94 90 <br /> 72 11-16 N8425 E9450 12.7 122 8 94 90 <br /> 73 11-16 N8375 E9510 12.2 123 8 94 90 <br /> 74 11-16 N8480 E9475 10.8 127 8 98 90 <br /> 75 11-16 N8570 E9400 11.1 124 8 95 90 <br /> 76 11-18 N8550 E9450 12.3 .117 9 93 90 <br /> 77 11-18 N8450 E9525 12.5 120 9 95 90 <br /> 78 11-18 N8375 E9600 11.7 124 8 95 90 <br /> 79 11-18 N8425 E9680 11.9 121 8 93 90 <br /> Ra 11-18 N8450 E9610 12.1 119 9 94 90 <br /> AD 11-18 N8550 E9600 12.1 119 9 94 90 <br /> 82 11-18 N8525 E9525 12.4 121 9 % 90 <br /> Accepted engineering and testing procedures were used for these teats. We do not undertake the guarantee of construction,nor do we relieve the contractor of his primary responslifflity in produce <br /> a completed project conforming to the project plans and specificatiooa. Copyright 1996 Bkinfekler,Inc. <br />
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