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ARCHIVED REPORTS_XR0011453
Environmental Health - Public
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EHD Program Facility Records by Street Name
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F
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FREMONT
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2085
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3500 - Local Oversight Program
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PR0545152
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ARCHIVED REPORTS_XR0011453
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Entry Properties
Last modified
1/9/2020 3:21:24 PM
Creation date
1/9/2020 3:02:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011453
RECORD_ID
PR0545152
PE
3526
FACILITY_ID
FA0004021
FACILITY_NAME
STOCKTON CITY TAXI CAB COMPANY
STREET_NUMBER
2085
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
14111223
CURRENT_STATUS
02
SITE_LOCATION
2085 E FREMONT ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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OI W398 : CPT-1 11-13-01 09a18 IMAGE: 7 <br /> DEPTH DEPTH TIP CORR TIP FRICTION FR RATIO PORE PR DIFF P P RATIO INC TEAP INTERPRETED N <br /> peters feet Qc tsf Qt tsf Fs tsf Fs/Oe % Pw psi (Pw-Ph)/[1c % I deg T deg F SOIL TYPE SPT • <br /> 14.55 47.7 66,1 66.5 2.61 3.9 28.3 3.1 5.1 79.2 clayey silt to silty clay 31 <br /> 14.60 47.9 65.4 E5.8 3.07 4.7 28.1 3.1 5.1 79.2 clayey silt to silty clay 32 <br /> 14.65 48.1 70.9 71.3 3.41 4.8 28.2 2.9 5.7 78.9 silty clay to clay 44 <br /> 14.70 48.2 70.7 71.1 3.224 4.6 28.8 2.9 5.7 79.3 Silty clay to clay 45 <br /> 14.75 48.4 68.4 68.9 3.31 4.8 30.8 3.2 6.1 79.7 silty clay to clay 44 <br /> 14.80 48.6 67.4 67.8 3.10 4.6 32.4 3.5 6.1 79.9 clayey silt to silty clay 33 <br /> 14.85 48.7 73,4 73.9 3.13 4.3 33.1 3.2 6.2 79.9 clayey silt to silty clay 34 <br /> 14.90 48.3 69.6 70.1 3.22 4.6 34.8 3.6 6.2 79.8 clayey silt to silty clay 34 <br /> 14.95 49.0 71.9 72.5 3.47 4.8 35.6 3.6 6.3 79.7 very stiff fine grained M 69 <br /> 15.00 49.2 75.5 76.0 4.13 5.5 35.6 3.4 6.4 79.6 very stiff fine grained M 74 <br /> 15.05 49.4 85.1 85.6 5.09 6.0 36.9 3.1 6.4 79.6 very stiff fine grained (4) 81 <br /> 15.10 49.5 94.5 95.0 5.96 6.3 34.6 2.6 6.6 79.6 very stiff fine grained 87 <br /> 15.15 49.7 93.8 94.3 5.92 6.3 31.9 2.4 6.6 80.0 very stiff fine grained 88 <br /> 15.20 49.9 88.7 89.2 4.98 5.6 35.2 2.9 6.6 80.0 very stiff fine grained { } 85 <br /> 15,25 50.0 82.9 83.4 4.37 5.3 34.8 3.0 6.7 60.0 very stiff fine grained t ! 79 <br /> 15.30 50.2 76.9 77.4 4.21 5.5 37.7 3.5 6.8 80.5 very stiff fine grained (*} 76 <br /> 15.35 50.4 78.3 78.8 4.00 5.1 35.3 3.2 6.8 80.4 very stiff fine grained M 71 <br /> 15.40 50.5 68,5 69.0 3.55 5.2 36.7 3.9 6.8 830.7 very stiff fine grained M 68 <br /> 15.45 50.7 65.8 66.3 3.40 5.2 38.3 4,2 6.9 81.0 very stiff fine grained f*f 65 <br /> 15.50 59.9 68.5 69.1 3.59 5.2 39.5 4.1 6.9 81.3 very stiff fine grained M 65 <br /> 15.55 51.0 69.8 70.4 3.51 5.0 49.4 4.2 7.1 81.2 very stiff fine grained (*) 65 <br /> 15.60 51.2 65.1 65.7 3.23 5.0 40.3 4.5 7.2 81.4 very stiff fine grained M 64 <br /> 15.65 51.3 67.0 67.6 3.32 5.0 43.3 4.7 7.2 82.0 very stiff fine grained M 66 <br /> 15.70 51.5 75.2 75.7 33.71 4.9 39.4 3.8 7.5 82.0 very stiff fine grained M 70 <br /> 15.75 51.7 76.5 77.1 4.47 5.8 38,6 3.6 7.5 82.0 very stiff fine grained M 73 <br /> 15.9% 51.8 78.5 79.1 4.7 6.0 41.1 3.8 7.5 82.3 very stiff fine grained M 76 <br /> 15.85 52.0 83.4 83.9 5.04 6.0 37.2 3.2 7.5 81.9 very stiff fine grained (4) 79 <br /> 15.99 52.2 84.3 84.8 5.06 6.0 39.2 3.3 7.5 81.8 very stiff fine grained (ir) 80 <br /> 15.95 52.3 81.7 82.3 4.84 5.9 40.7 3.6 7.5 81.7 very stiff fine grained M 79 <br /> 16.00 52.5 82.4 83.1 4.52 5.5 44.8 3.9 7.6 81.6 very stiff fine grained (*) 80 <br /> 16.05 52.7 85.6 86.3 4.48 5.2 52.6 4.4 7.9 81.8 very stiff fine grained M 81 <br /> 16.10 52.8 87.1 87.8 4.98 5.7 52,5 4.3 7.9 81.7 very stiff fine grained M 84 <br /> 16.15 53.0 89.1 89.8 5.49 6.2 48.1 3.9 7.9 81.8 very stiff fine grained M 85 <br /> 16.20 53.1 88.7 99.5 5.12 5.8 52.7 4.3 7.8 82,2 very stiff fine grained M 66 <br /> 16.25 53.3 90.2 91.0 4.63 5.1 59.3 4.7 7.8 82.3 very stiff fine grained (1) 86 <br /> 16.30 53.5 90.5 91.4 4.70 5.2 64.4 5.1 7.8 82.7 very stiff fine grained M 88 <br /> 16.35 53.6 96.2 97.1 5.85 6.1 63.1 4.7 7.8 82.9 very stiff fine grained (4-) 93 <br /> 16.40 53.8 104.0 104.8 6.68 6.4 55.4 3.8 7.8 83.1 very stiff fine grained W 97 <br /> 16.45 54.0 104,2 104.9 7.34 7.0 48.9 3.4 7.8 83.4 very stiff fine grained M 98 <br /> 16.50 54.1 97.6 98.1 6.88 7.1 40.4 3.0 7.8 833.7 very stiff fine grained (*) 96 <br /> 16.55 54.3 97.6 98.2 5.83 6.0 46.1 3.4 7.8 83.9 very stiff fine grained M 94 <br /> 16.60 54.5 98.8 99.8 5.11 5.2 67.5 4.9 7.8 84.1 very stiff fine grained ( ) 94 <br /> 16.65 54.6 96.9 97.8 5.12 5.3 61.7 4.6 7.8 84.4 very stiff fine grained I*} 96 <br /> 16.70 54.8 105.0 105.9 5.71 5.4 64.4 4.4 7.7 84.7 very stiff fine grained M 103 <br /> 16,75 55.0 120.9 121.8 9.95 8.2 66.8 4.9 7.7 M.C ve-,y stiff 1iriL 91 ai;-ed fat 113 <br /> 16.80 55.1 127.5 128.6 8.93 7.0 74.7 4.2 7.7 85.2 very stiff fine grained ie} 110 <br /> 16.85 55.3 94.7 95.3 6.90 7.3 39.0 3.0 7.7 80.5 very stiff fine grained f ! 103 <br /> 16.90 55.4 100.1 109.6 5.96 6.0 39.5 2.8 7.7 79.B very stiff fine grained 00 95 <br /> 16.95 55.6 101.8 102.4 5.67 5.6 42.9 3.0 7.7 79.7 very stiff fine grained M 98 <br /> 17.00 55.8 106.6 197 3 5.77 5.4 51.9 3.5 7.7 80.2 very stiff fine grained M 102 • <br /> Soil interpretation reference: Robertson & Cacpanella-19833 based on 60% banner efficiency and .15 a sliding data average <br />
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