section a slope stability upper section earth tech ... · p\181750\report\slope figures.ppt project...

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May 2008 P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties Figure E-1 1.63 Tt-1 (14' NE) Tt-2 Tt-3 (21' SW) Tt-4 (25' NE) Cover and Slide W. Bedrock TtP-2 Cover Organic Layer @ 28' Slide Waste Cover Slide Bedrock File Name: Section A Earth Tech materials.gsz Date: 6/3/2008 Waste Cover and Slide W. Bedrock TtP-1 W. Bedrock TtP-3 Inferred Cover Boundary Inferred Cover Boundary Inferred Cover Boundary Rocky Flats Original Landfill Geotechnical Investigation Cross Section A (1) Cover Material (unit wt = 120 pcf, c = 50 psf, phi = 30 deg) (2) Slide Material (unit wt = 120 pcf, c = 0 psf, phi = 20 deg) (3) Waste Material (unit wt = 120 pcf, c = 50 psf, phi = 30 deg) (4) Weathered Bedrock (unit wt = 120 pcf, c = 50 psf, phi = 20 deg) (5) Bedrock (unit wt = 1250 pcf, c = 600 psf, phi = 30 deg) Distance 0 50 100 150 200 250 300 350 400 450 500 550 600 Elevation (x 1000) 5.90 5.92 5.94 5.96 5.98 6.00 6.02 6.04 6.06

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Page 1: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section ASlope Stability Upper Section

Earth Tech Material PropertiesFigure E-1

1.63

Tt-1(14' NE)

Tt-2

Tt-3(21' SW)

Tt-4(25' NE)

Cover and Slide

W. Bedrock

TtP-2

Cover

Organic Layer @ 28'Slide

Waste

Cover

Slide

Bedrock

File Name: Section A Earth Tech materials.gszDate: 6/3/2008

Waste

Cover and Slide

W. Bedrock

TtP-1

W. Bedrock TtP-3

Inferred Cover Boundary

Inferred Cover Boundary

Inferred Cover Boundary

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section A

(1) Cover Material (unit wt = 120 pcf, c = 50 psf, phi = 30 deg)(2) Slide Material (unit wt = 120 pcf, c = 0 psf, phi = 20 deg)(3) Waste Material (unit wt = 120 pcf, c = 50 psf, phi = 30 deg)(4) Weathered Bedrock (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(5) Bedrock (unit wt = 1250 pcf, c = 600 psf, phi = 30 deg)

Distance0 50 100 150 200 250 300 350 400 450 500 550 600

Elev

atio

n (x

100

0)

5.90

5.92

5.94

5.96

5.98

6.00

6.02

6.04

6.06

Page 2: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section ASlope Stability Middle SectionEarth Tech Material Properties

Figure E-2

1.67

Tt-1(14' NE)

Tt-2

Tt-3(21' SW)

Tt-4(25' NE)

Cover and Slide

W. Bedrock

TtP-2

Cover

Organic Layer @ 28'Slide

Waste

Cover

Slide

Bedrock

File Name: Section A Earth Tech materials.gszDate: 6/3/2008

Waste

Cover and Slide

W. Bedrock

TtP-1

W. Bedrock TtP-3

Inferred Cover Boundary

Inferred Cover Boundary

Inferred Cover Boundary

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section A

(1) Cover Material (unit wt = 120 pcf, c = 50 psf, phi = 30 deg)(2) Slide Material (unit wt = 120 pcf, c = 0 psf, phi = 20 deg)(3) Waste Material (unit wt = 120 pcf, c = 50 psf, phi = 30 deg)(4) Weathered Bedrock (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(5) Bedrock (unit wt = 1250 pcf, c = 600 psf, phi = 30 deg)

Distance0 50 100 150 200 250 300 350 400 450 500 550 600

Ele

vatio

n (x

100

0)

5.90

5.92

5.94

5.96

5.98

6.00

6.02

6.04

6.06

Page 3: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section ASlope Stability Lower Section

Earth Tech Material PropertiesFigure E-3

1.77

Tt-1(14' NE)

Tt-2

Tt-3(21' SW)

Tt-4(25' NE)

Cover and Slide

W. Bedrock

TtP-2

Cover

Organic Layer @ 28'Slide

Waste

Cover

Slide

Bedrock

File Name: Section A Earth Tech materials.gszDate: 6/3/2008

Waste

Cover and Slide

W. Bedrock

TtP-1

W. Bedrock TtP-3

Inferred Cover Boundary

Inferred Cover Boundary

Inferred Cover Boundary

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section A

(1) Cover Material (unit wt = 120 pcf, c = 50 psf, phi = 30 deg)(2) Slide Material (unit wt = 120 pcf, c = 0 psf, phi = 20 deg)(3) Waste Material (unit wt = 120 pcf, c = 50 psf, phi = 30 deg)(4) Weathered Bedrock (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(5) Bedrock (unit wt = 1250 pcf, c = 600 psf, phi = 30 deg)

Distance0 50 100 150 200 250 300 350 400 450 500 550 600

Ele

vatio

n (x

100

0)

5.90

5.92

5.94

5.96

5.98

6.00

6.02

6.04

6.06

Page 4: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section ASlope Stability Upper Section

TetraTech Material Properties – High Water TableFigure E-4

0.93

Tt-1(14' NE) Tt-2 Tt-3

(21' SW)

Tt-4(25' NE)

Cover and Slide

Organic Layer

TtP-2

Organic LayerOrganic Layer @ 28'

WasteCover and Slide

Cover

Slide

Bedrock

File Name: Section A High WT.gszDate: 6/3/2008

Waste

TtP-1

W. Bedrock TtP-3

Cover and Slide

W. Bedrock

Inferred Cover Boundary

Inferred Cover Boundary

Inferred Cover Boundary

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section A

(1) Cover Material (unit wt = 125 pcf, c = 100 psf, phi = 24 deg)(2) Slide Material (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(3) Waste Material (unit wt = 110 pcf, c = 20 psf, phi = 20 deg)(4) Weathered Bedrock (unit wt = 125 pcf, c = 50 psf, phi = 21 deg)(5) Bedrock (unit wt = 130 pcf, c = 300 psf, phi = 28 deg)(6) Organic Material (unit wt = 90 pcf, c = 0 psf, phi = 10 deg)

Distance0 50 100 150 200 250 300 350 400 450 500 550 600

Ele

vatio

n (x

100

0)

5.90

5.92

5.94

5.96

5.98

6.00

6.02

6.04

6.06

Page 5: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section ASlope Stability Lower Section

TetraTech Material Properties – High Water TableFigure E-5

0.86

Tt-1(14' NE) Tt-2 Tt-3

(21' SW)

Tt-4(25' NE)

Cover and Slide

Organic Layer

TtP-2

Organic LayerOrganic Layer @ 28'

WasteCover and Slide

Cover

Slide

Bedrock

File Name: Section A High WT.gszDate: 6/3/2008

Waste

TtP-1

W. Bedrock TtP-3

Cover and Slide

W. Bedrock

Inferred Cover Boundary

Inferred Cover Boundary

Inferred Cover Boundary

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section A

(1) Cover Material (unit wt = 125 pcf, c = 100 psf, phi = 24 deg)(2) Slide Material (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(3) Waste Material (unit wt = 110 pcf, c = 20 psf, phi = 20 deg)(4) Weathered Bedrock (unit wt = 125 pcf, c = 50 psf, phi = 21 deg)(5) Bedrock (unit wt = 130 pcf, c = 300 psf, phi = 28 deg)(6) Organic Material (unit wt = 90 pcf, c = 0 psf, phi = 10 deg)

Distance0 50 100 150 200 250 300 350 400 450 500 550 600

Ele

vatio

n (x

100

0)

5.90

5.92

5.94

5.96

5.98

6.00

6.02

6.04

6.06

Page 6: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section ASlope Stability Upper Section

TetraTech Material Properties – Low Water TableFigure E-6

1.52

Tt-1(14' NE) Tt-2

Tt-3(21' SW)

Tt-4(25' NE)

Cover and Slide

Organic Layer

TtP-2

Cover

Organic Layer @ 28'

Organic Layer

SlideWaste

Cover

Slide

Bedrock

File Name: Section A Low WT.gszDate: 6/3/2008

Waste

TtP-1

W. Bedrock TtP-3

Cover and Slide

W. Bedrock

Inferred Cover Boundary

Inferred Cover Boundary

Inferred Cover Boundary

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section A

(1) Cover Material (unit wt = 125 pcf, c = 100 psf, phi = 24 deg)(2) Slide Material (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(3) Waste Material (unit wt = 110 pcf, c = 20 psf, phi = 20 deg)(4) Weathered Bedrock (unit wt = 125 pcf, c = 50 psf, phi = 21 deg)(5) Bedrock (unit wt = 130 pcf, c = 300 psf, phi = 28 deg)(6) Organic Material (unit wt = 90 pcf, c = 0 psf, phi = 10 deg)

Distance0 50 100 150 200 250 300 350 400 450 500 550 600

Ele

vatio

n (x

100

0)

5.90

5.92

5.94

5.96

5.98

6.00

6.02

6.04

6.06

Page 7: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section ASlope Stability Lower Section

TetraTech Material Properties – Low Water TableFigure E-7

1.37

Tt-1(14' NE) Tt-2

Tt-3(21' SW)

Tt-4(25' NE)

Cover and Slide

Organic Layer

TtP-2

Cover

Organic Layer @ 28'

Organic Layer

SlideWaste

Cover

Slide

Bedrock

File Name: Section A Low WT.gszDate: 6/3/2008

Waste

TtP-1

W. Bedrock TtP-3

Cover and Slide

W. Bedrock

Inferred Cover Boundary

Inferred Cover Boundary

Inferred Cover Boundary

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section A

(1) Cover Material (unit wt = 125 pcf, c = 100 psf, phi = 24 deg)(2) Slide Material (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(3) Waste Material (unit wt = 110 pcf, c = 20 psf, phi = 20 deg)(4) Weathered Bedrock (unit wt = 125 pcf, c = 50 psf, phi = 21 deg)(5) Bedrock (unit wt = 130 pcf, c = 300 psf, phi = 28 deg)(6) Organic Material (unit wt = 90 pcf, c = 0 psf, phi = 10 deg)

Distance0 50 100 150 200 250 300 350 400 450 500 550 600

Ele

vatio

n (x

100

0)

5.90

5.92

5.94

5.96

5.98

6.00

6.02

6.04

6.06

Page 8: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section BSlope Stability Upper Section

Earth Tech Material PropertiesFigure E-8

1.84

File Name: Section B Earth Tech Materials.gszDate: 6/3/2008

Cover

Slide

W. Bedrock

Bedrock

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section B

(1) Cover Material (unit wt = 120 pcf, c = 50 psf, phi = 30 deg)(2) Slide Material (unit wt = 120 pcf, c = 0 psf, phi = 20 deg)(3) Waste Material (unit wt = 120 pcf, c = 50 psf, phi = 30 deg)(4) Weathered Bedrock (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(5) Bedrock (unit wt = 125 pcf, c = 600 psf, phi = 30 deg)

Waste

Slide

TtP-4

Inferred Cover Boundary

Distance0 50 100 150 200 250 300 350 400 450 500 550

Ele

vatio

n (x

100

0)

5.90

5.92

5.94

5.96

5.98

6.00

6.02

6.04

6.06

Page 9: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section BSlope Stability Lower Section

Earth Tech Material PropertiesFigure E-9

1.72

File Name: Section B Earth Tech Materials.gszDate: 6/3/2008

Cover

Slide

W. Bedrock

Bedrock

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section B

(1) Cover Material (unit wt = 120 pcf, c = 50 psf, phi = 30 deg)(2) Slide Material (unit wt = 120 pcf, c = 0 psf, phi = 20 deg)(3) Waste Material (unit wt = 120 pcf, c = 50 psf, phi = 30 deg)(4) Weathered Bedrock (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(5) Bedrock (unit wt = 125 pcf, c = 600 psf, phi = 30 deg)

Waste

Slide

TtP-4

Inferred Cover Boundary

Distance0 50 100 150 200 250 300 350 400 450 500 550

Elev

atio

n (x

100

0)

5.90

5.92

5.94

5.96

5.98

6.00

6.02

6.04

6.06

Page 10: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section BSlope Stability Upper Section

TetraTech Material Properties – High Water TableFigure E-10

0.84

File Name: Section B High WT.gszDate: 6/3/2008

Cover

SlideW. Bedrock

Bedrock

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section B

(1) Cover Material (unit wt = 125 pcf, c = 100 psf, phi = 24 deg)(2) Slide Material (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(3) Waste Material (unit wt = 110 pcf, c = 20 psf, phi = 20 deg)(4) Weathered Bedrock (unit wt = 125 pcf, c = 50 psf, phi = 21 deg)(5) Bedrock (unit wt = 130 pcf, c = 300 psf, phi = 28 deg)(6) Organic Material (unit wt = 90 pcf, c = 0 psf, phi = 10 deg)

Slide

Waste

Organic Layer

TtP-4Inferred Cover Boundary

Distance0 50 100 150 200 250 300 350 400 450 500 550

Ele

vatio

n (x

100

0)

5.90

5.92

5.94

5.96

5.98

6.00

6.02

6.04

6.06

Page 11: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section BSlope Stability Lower Section

TetraTech Material Properties – High Water TableFigure E-11

1.01

File Name: Section B High WT.gszDate: 6/3/2008

Cover

SlideW. Bedrock

Bedrock

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section B

(1) Cover Material (unit wt = 125 pcf, c = 100 psf, phi = 24 deg)(2) Slide Material (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(3) Waste Material (unit wt = 110 pcf, c = 20 psf, phi = 20 deg)(4) Weathered Bedrock (unit wt = 125 pcf, c = 50 psf, phi = 21 deg)(5) Bedrock (unit wt = 130 pcf, c = 300 psf, phi = 28 deg)(6) Organic Material (unit wt = 90 pcf, c = 0 psf, phi = 10 deg)

Slide

Waste

Organic Layer

TtP-4Inferred Cover Boundary

Distance0 50 100 150 200 250 300 350 400 450 500 550

Ele

vatio

n (x

100

0)

5.90

5.92

5.94

5.96

5.98

6.00

6.02

6.04

6.06

Page 12: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section BSlope Stability Upper Section

TetraTech Material Properties – Low Water TableFigure E-12

1.77

File Name: Section B Low WT.gszDate: 6/3/2008

Cover

SlideW. Bedrock

Bedrock

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section B

(1) Cover Material (unit wt = 125 pcf, c = 100 psf, phi = 24 deg)(2) Slide Material (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(3) Waste Material (unit wt = 110 pcf, c = 20 psf, phi = 20 deg)(4) Weathered Bedrock (unit wt = 125 pcf, c = 50 psf, phi = 21 deg)(5) Bedrock (unit wt = 130 pcf, c = 300 psf, phi = 28 deg)(6) Organic Material (unit wt = 90 pcf, c = 0 psf, phi = 10 deg)

Waste

Slide

Organic Layer

TtP-4Inferred Cover Boundary

Distance0 50 100 150 200 250 300 350 400 450 500 550

Ele

vatio

n (x

100

0)

5.90

5.92

5.94

5.96

5.98

6.00

6.02

6.04

6.06

Page 13: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section CSlope Stability Full Section

Earth Tech Material PropertiesFigure E-13

1.75

File Name: Section C Global.gszDate: 6/3/2008

Tt-5 Tt-6(21' E)

Organic Layer Waste

Buttress Stream Alluvium

Slide

Sand and GravelW. Bedrock

Bedrock

CoverWaste

Inferred Cover Boundary

TtP-5

W. Bedrock

Inferred Cover Boundary

Inferred Cover Boundary

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section C

(1) Cover Material (unit wt = 125 pcf, c = 100 psf, phi = 24 deg)(2) Slide Material (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(3) Waste Material (unit wt = 110 pcf, c = 20 psf, phi = 20 deg)(4) Weathered Bedrock (unit wt = 125 pcf, c = 50 psf, phi = 21 deg)(5) Bedrock (unit wt = 130 pcf, c = 300 psf, phi = 28 deg)(6) Organic Material (unit wt = 90 pcf, c = 0 psf, phi = 10 deg)(7) Buttress Material (unit wt = 130 pcf, c = 50 psf, phi = 33 deg)(8) Stream Alluvium (unit wt = 125 pcf, c = 0 psf, phi = 33 deg)

Distance0 50 100 150 200 250 300 350 400 450 500 550 600

Elev

atio

n (x

100

0)

5.90

5.92

5.94

5.96

5.98

6.00

6.02

6.04

6.06

Page 14: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section CSlope Stability Upper Section

TetraTech Material Properties – High Water TableFigure E-14

0.80

File Name: Section C High WT.gszDate: 6/3/2008

Tt-5 Tt-6(21' E)

Organic Layer

Waste

Slide

Sand and GravelW. BedrockBedrock

Cover

Waste

Slide

Inferred Cover Boundary

TtP-5

W. Bedrock

Inferred Cover Boundary

Inferred Cover Boundary

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section C

(1) Cover Material (unit wt = 125 pcf, c = 100 psf, phi = 24 deg)(2) Slide Material (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(3) Waste Material (unit wt = 110 pcf, c = 20 psf, phi = 20 deg)(4) Weathered Bedrock (unit wt = 125 pcf, c = 50 psf, phi = 21 deg)(5) Bedrock (unit wt = 130 pcf, c = 300 psf, phi = 28 deg)(6) Organic Material (unit wt = 90 pcf, c = 0 psf, phi = 10 deg)

Distance0 50 100 150 200 250 300 350 400 450 500 550 600

Ele

vatio

n (x

100

0)

5.90

5.92

5.94

5.96

5.98

6.00

6.02

6.04

6.06

Page 15: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section CSlope Stability Upper Section

TetraTech Material Properties – Low Water TableFigure E-15

1.27

File Name: Section C Low WT.gszDate: 6/3/2008

Tt-5 Tt-6(21' E)

Organic LayerWaste

Slide

Sand and GravelW. BedrockBedrock

Cover

Waste

Slide

Inferred Cover Boundary

TtP-5

W. Bedrock

Inferred Cover Boundary

Inferred Cover Boundary

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section C

(1) Cover Material (unit wt = 125 pcf, c = 100 psf, phi = 24 deg)(2) Slide Material (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(3) Waste Material (unit wt = 110 pcf, c = 20 psf, phi = 20 deg)(4) Weathered Bedrock (unit wt = 125 pcf, c = 50 psf, phi = 21 deg)(5) Bedrock (unit wt = 130 pcf, c = 300 psf, phi = 28 deg)(6) Organic Material (unit wt = 90 pcf, c = 0 psf, phi = 10 deg)

Distance0 50 100 150 200 250 300 350 400 450 500 550 600

Ele

vatio

n (x

100

0)

5.90

5.92

5.94

5.96

5.98

6.00

6.02

6.04

6.06

Page 16: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section DSlope Stability Upper Section

Earth Tech Material PropertiesFigure E-16

1.45

TtP-6(102' E)

Tt-7

TtP-9(69.5 W)

Slide

CoverWasteSlide

W. Bedrock

W. Bedrock

Bedrock

File Name: Section D Earth Tech Materials.gszDate: 6/3/2008

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section D

(1) Cover Material (unit wt = 120 pcf, c = 50 psf, phi = 30 deg)(2) Slide Material (unit wt = 120 pcf, c = 0 psf, phi = 20 deg)(3) Waste Material (unit wt = 120 pcf, c = 50 psf, phi = 30 deg)(4) Weathered Bedrock (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(5) Bedrock (unit wt = 125 pcf, c = 600 psf, phi = 30 deg)

Distance0 50 100 150 200 250 300 350 400 450 500 550 600 650

Ele

vatio

n (x

100

0)

5.90

5.92

5.94

5.96

5.98

6.00

6.02

6.04

6.06

Page 17: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section DSlope Stability Upper Section

TetraTech Material Properties – High Water TableFigure E-17

0.94

TtP-6(102' E)

Tt-7

TtP-9(69.5 W)

Slide

Cover

Waste

Slide

W. Bedrock

W. Bedrock

Organic Layer

Bedrock

File Name: Section D High WT.gszDate: 6/3/2008

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section D

(1) Cover Material (unit wt = 120 pcf, c = 50 psf, phi = 30 deg)(2) Slide Material (unit wt = 120 pcf, c = 0 psf, phi = 20 deg)(3) Waste Material (unit wt = 120 pcf, c = 50 psf, phi = 30 deg)(4) Weathered Bedrock (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(5) Bedrock (unit wt = 125 pcf, c = 600 psf, phi = 30 deg)

Distance0 50 100 150 200 250 300 350 400 450 500 550 600 650

Elev

atio

n (x

100

0)

5.90

5.92

5.94

5.96

5.98

6.00

6.02

6.04

6.06

Page 18: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section DSlope Stability Upper Section

TetraTech Material Properties – Low Water TableFigure E-18

0.971

TtP-6(102' E)

Tt-7

TtP-9(69.5 W)Slide

CoverWaste

Slide

W. Bedrock

W. Bedrock

Organic Layer

Bedrock

File Name: Section D Low WT.gszDate: 6/3/2008

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section D

(1) Cover Material (unit wt = 125 pcf, c = 100 psf, phi = 24 deg)(2) Slide Material (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(3) Waste Material (unit wt = 110 pcf, c = 20 psf, phi = 20 deg)(4) Weathered Bedrock (unit wt = 125 pcf, c = 50 psf, phi = 21 deg)(5) Bedrock (unit wt = 130 pcf, c = 300 psf, phi = 28 deg)(6) Organic Material (unit wt = 90 pcf, c = 0 psf, phi = 10 deg)

Distance0 50 100 150 200 250 300 350 400 450 500 550 600 650

Ele

vatio

n (x

100

0)

5.90

5.92

5.94

5.96

5.98

6.00

6.02

6.04

6.06

Page 19: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section ESlope Stability Upper Section

Earth Tech Material PropertiesFigure E-19

1.83

TtP-7(5' W)

TtP-8

Cover

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section E

(1) Cover Material (unit wt = 120 pcf, c = 50 psf, phi = 30 deg)(2) Slide Material (unit wt = 120 pcf, c = 0 psf, phi = 20 deg)(3) Waste Material (unit wt = 120 pcf, c = 50 psf, phi = 30 deg)(4) Weathered Bedrock (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(5) Bedrock (unit wt = 125 pcf, c = 600 psf, phi = 30 deg)

W. Bedrock

Slide

Bedrock

File Name: Section E Earth Tech Materials.gszDate: 6/3/2008

Distance0 50 100 150 200 250 300 350 400

Elev

atio

n (x

100

0)

5.90

5.92

5.94

5.96

5.98

6.00

6.02

Page 20: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section ESlope Stability Upper Section

TetraTech Material Properties – High Water TableFigure E-20

0.99

TtP-7(5' W)

TtP-8

Organic LayerCover

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section E

(1) Cover Material (unit wt = 125 pcf, c = 100 psf, phi = 24 deg)(2) Slide Material (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(3) Waste Material (unit wt = 110 pcf, c = 20 psf, phi = 20 deg)(4) Weathered Bedrock (unit wt = 125 pcf, c = 50 psf, phi = 21 deg)(5) Bedrock (unit wt = 130 pcf, c = 300 psf, phi = 28 deg)(6) Organic Material (unit wt = 90 pcf, c = 0 psf, phi = 10 deg)

W. Bedrock

Slide

Bedrock

File Name: Section E High WT.gszDate: 6/3/2008

Distance0 50 100 150 200 250 300 350 400

Ele

vatio

n (x

100

0)

5.90

5.92

5.94

5.96

5.98

6.00

6.02

Page 21: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section ESlope Stability Upper Section

TetraTech Material Properties – Low Water TableFigure E-21

1.33

TtP-7(5' W)

TtP-8Organic Layer

Cover

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section E

(1) Cover Material (unit wt = 125 pcf, c = 100 psf, phi = 24 deg)(2) Slide Material (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(3) Waste Material (unit wt = 110 pcf, c = 20 psf, phi = 20 deg)(4) Weathered Bedrock (unit wt = 125 pcf, c = 50 psf, phi = 21 deg)(5) Bedrock (unit wt = 130 pcf, c = 300 psf, phi = 28 deg)(6) Organic Material (unit wt = 90 pcf, c = 0 psf, phi = 10 deg)

W. Bedrock

Slide

Bedrock

File Name: Section E Low WT.gszDate: 6/3/2008

Distance0 50 100 150 200 250 300 350 400

Ele

vatio

n (x

100

0)

5.90

5.92

5.94

5.96

5.98

6.00

6.02

Page 22: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section FSlope Stability

Earth Tech Material PropertiesFigure E-22

1.48

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section F

(1) Cover Material (unit wt = 120 pcf, c = 50 psf, phi = 30 deg)(2) Slide Material (unit wt = 120 pcf, c = 0 psf, phi = 20 deg)(3) Waste Material (unit wt = 120 pcf, c = 50 psf, phi = 30 deg)(4) Weathered Bedrock (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(5) Bedrock (unit wt = 125 pcf, c = 600 psf, phi = 30 deg)

Cover

File Name: Section F Earth Tech Materials.gszDate: 6/3/2008

Slide

W. Bedrock

Bedrock

Distance0 25 50 75 100

Ele

vatio

n (x

100

0)

5.90

5.92

5.94

5.96

Page 23: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section FSlope Stability

TetraTech Material Properties – High Water TableFigure E-23

0.97

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section F

(1) Cover Material (unit wt = 125 pcf, c = 100 psf, phi = 24 deg)(2) Slide Material (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(3) Waste Material (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(4) Weathered Bedrock (unit wt = 125 pcf, c = 50 psf, phi = 21 deg)(5) Bedrock (unit wt = 130 pcf, c = 300 psf, phi = 28 deg)(6) Organic Material (unit wt = 90 pcf, c = 0 psf, phi = 10 deg)

Cover

Organic Layer

File Name: Section F High WT.gszDate: 6/3/2008

Slide

W. Bedrock

Bedrock

Distance0 25 50 75 100

Ele

vatio

n (x

100

0)

5.90

5.92

5.94

5.96

Page 24: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section FSlope Stability Upper Section

TetraTech Material Properties – Low Water TableFigure E-24

1.30

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section F

(1) Cover Material (unit wt = 125 pcf, c = 100 psf, phi = 24 deg)(2) Slide Material (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(3) Waste Material (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(4) Weathered Bedrock (unit wt = 125 pcf, c = 50 psf, phi = 21 deg)(5) Bedrock (unit wt = 130 pcf, c = 300 psf, phi = 28 deg)(6) Organic Material (unit wt = 90 pcf, c = 0 psf, phi = 10 deg)

Cover

Organic Layer

File Name: Section F Low WT.gszDate: 6/3/2008

SlideW. Bedrock

Bedrock

Distance0 25 50 75 100

Ele

vatio

n (x

100

0)

5.90

5.92

5.94

5.96

Page 25: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section GSlope Stability

Earth Tech Material PropertiesFigure E-25

1.39

TtP-3(4' E)

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section G

(1) Cover Material (unit wt = 120 pcf, c = 50 psf, phi = 30 deg)(2) Slide Material (unit wt = 120 pcf, c = 0 psf, phi = 20 deg)(3) Waste Material (unit wt = 120 pcf, c = 50 psf, phi = 30 deg)(4) Weathered Bedrock (unit wt = 120 pcf, c = 0 psf, phi = 20 deg)(5) Bedrock (unit wt = 125 pcf, c = 600 psf, phi = 30 deg)

Slide

Cover

W. Bedrock

File Name: Section G Earth Tech Materials.gszDate: 6/3/2008

Distance0 20 40 60 80 100 120 140 160 180

Ele

vatio

n (x

100

0)

5.95

5.96

5.97

5.98

5.99

6.00

Page 26: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section GSlope Stability

TetraTech Material Properties – High Water TableFigure E-26

0.88

TtP-3(4' E)

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section G

(1) Cover Material (unit wt = 125 pcf, c = 100 psf, phi = 24 deg)(2) Slide Material (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(3) Waste Material (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(4) Weathered Bedrock (unit wt = 125 pcf, c = 50 psf, phi = 21 deg)(5) Bedrock (unit wt = 130 pcf, c = 300 psf, phi = 28 deg)(6) Organic Material (unit wt = 90 pcf, c = 0 psf, phi = 10 deg)

Slide

Organic Layer

Cover

W. Bedrock

File Name: Section G High WT.gszDate: 6/3/2008

Distance0 20 40 60 80 100 120 140 160 180

Ele

vatio

n (x

100

0)

5.95

5.96

5.97

5.98

5.99

6.00

Page 27: Section A Slope Stability Upper Section Earth Tech ... · P\181750\Report\Slope Figures.ppt Project No: 181750 Section A Slope Stability Upper Section Earth Tech Material Properties

May 2008

P\181750\Report\Slope Figures.ppt

Project No: 181750

Section GSlope Stability Upper Section

TetraTech Material Properties – Low Water TableFigure E-27

1.28

TtP-3(4' E)

Rocky Flats Original Landfill Geotechnical Investigation

Cross Section G

(1) Cover Material (unit wt = 125 pcf, c = 100 psf, phi = 24 deg)(2) Slide Material (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(3) Waste Material (unit wt = 120 pcf, c = 50 psf, phi = 20 deg)(4) Weathered Bedrock (unit wt = 125 pcf, c = 50 psf, phi = 21 deg)(5) Bedrock (unit wt = 130 pcf, c = 300 psf, phi = 28 deg)(6) Organic Material (unit wt = 90 pcf, c = 0 psf, phi = 10 deg)

Slide

Organic Layer

Cover

W. Bedrock

File Name: Section G Low WT.gszDate: 6/3/2008

Distance0 20 40 60 80 100 120 140 160 180

Ele

vatio

n (x

100

0)

5.95

5.96

5.97

5.98

5.99

6.00