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2020-03-11_REVISION - M2015033
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2020-03-11_REVISION - M2015033
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Last modified
12/27/2024 6:16:10 PM
Creation date
3/12/2020 2:16:51 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M2015033
IBM Index Class Name
REVISION
Doc Date
3/11/2020
Doc Name
Adequacy Review Response
From
Varra Companies
To
DRMS
Type & Sequence
TR2
Email Name
PSH
Media Type
D
Archive
No
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STABL for Windows 3.0 - Results <br /> Name: Bearson 1.25:1 Worst Case Analysis - Lab Values <br /> -----------------= DATA SUMMARY-Ok <br /> Problem: 8earson 1.25:1 Worst Case Analysis - Lab Values <br /> 1a� <br /> Soils Cohesion Friction <br /> 100 Angie <br /> 9r • Cly Stone 500.0 22.0 <br /> o Snd%v grvl 0.0 44.6 <br /> 90 o Clay;slty 1511.0 28.0 <br /> 85 111111111 Water Table <br /> 80 <br /> 75 . .. -- ., ._. 4 -- <br /> 70 _ 3 ._ <br /> 0. <br /> 60 - - <br /> 5S _ _._ _ <br /> Co <br /> 45. <br /> 20 <br /> D <br /> -10 - <br /> -1E <br /> -10 0 10 20 ?0 to °C 60 70 80 90 100 110 120 130 1&0 Ho 180 <br /> .Scak in Feet; <br /> Profile Data <br /> Segment Left Extreme X Left Extreme Y Right Extreme X Right Extreme Y Soil Under <br /> Number Segment <br /> 1 0 20 20 20 1 <br /> 2 20 20 70 61 2 <br /> 3 70 61 83.75 71 3 <br /> 4 1 83.751 71 1461 711 3 <br /> 5 70 61 146 61 2 <br /> 6 0 20 146 201 1 <br /> Soil Properties <br /> � Soil Wet Unit SaturatedUnit Cohesive Friction Ku Pressure Water Soil Name <br /> Number Weight Wei ht Intercept Angle Head Table <br /> ----- g <br /> 1 124 134 -00 _22 0 0 1 Cly Stone <br /> 11-Mar-20 Page 1 <br />
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