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Kittson County, CSAH 38 – Lateral Effect Calculations

Kittson County, CSAH 38 –Lateral Effect Calculations

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Page 1: Kittson County, CSAH 38 –Lateral Effect Calculations

Kittson County, CSAH 38 – Lateral Effect Calculations

Page 2: Kittson County, CSAH 38 –Lateral Effect Calculations

Aug-09

Lateral Effect Calc Steps• Define Project

• Wetland Areas

• Ditch/drainage characterization

• Soils

• Calculation

Page 3: Kittson County, CSAH 38 –Lateral Effect Calculations

Project Overview

• 4 miles road improvement

• Ditch upgrade

Page 4: Kittson County, CSAH 38 –Lateral Effect Calculations

Aug-09

Identify Wetland Areas

Page 5: Kittson County, CSAH 38 –Lateral Effect Calculations

Aug-09

Characterize DitchExisting ditch 2 ft deep

Proposed, 4 ft deep

Page 6: Kittson County, CSAH 38 –Lateral Effect Calculations

Aug-09

Soils

• StrathconaI94A – Fine Sandy Loam

Page 7: Kittson County, CSAH 38 –Lateral Effect Calculations

Aug-09

Soils for LE values

• Use Rosetta to generate K and f

Page 8: Kittson County, CSAH 38 –Lateral Effect Calculations

Aug-09

Parameter SummaryDepth of ditch – d = 3 ft

Depth to impermeable layer – D = 10 ft

Drainable Porosity – f = 0.02720

Surface Storage – s = 0.1 in

Initial water surface height – m0 = 3 ft

Final water surface height – m = 2 ft

Time to for drawdown – t = 16 days

Saturated conductivity – Ks =

0.050252

7.424311

0.53957

0.702210

Ks (in/hr)Layer thickness (in)

Page 9: Kittson County, CSAH 38 –Lateral Effect Calculations

Aug-09

Plug and Chug Depth of ditch – d = 2 ft

Depth to impermeable layer – D = 10 ft

Drainable Porosity – f = 0.02720

Surface Storage – s = 0.1 in

Initial water surface height – m0 = 2 ft

Final water surface height – m = 1 ft

Time to for drawdown – t = 16 days

Saturated conductivity – Ks = 1.88

0.050252

7.424311

0.53957

0.702210

Ks (in/hr)Layer thickness (in)

0.050252

7.424311

0.53957

0.702210

Ks (in/hr)Layer thickness (in)

Page 10: Kittson County, CSAH 38 –Lateral Effect Calculations

Aug-09

Now repeat for ditch improveDepth of ditch – d = 3 ft

Depth to impermeable layer – D = 10 ft

Drainable Porosity – f = 0.02720

Surface Storage – s = 0.1 in

Initial water surface height – m0 = 3 ft

Final water surface height – m = 2 ft

Time to for drawdown – t = 16 days

Saturated conductivity – Ks = 1.88

0.050252

7.424311

0.53957

0.702210

Ks (in/hr)Layer thickness (in)

0.050252

7.424311

0.53957

0.702210

Ks (in/hr)Layer thickness (in)

Page 11: Kittson County, CSAH 38 –Lateral Effect Calculations

Aug-09

Kittson County CSAH 38

Wetland Impact Determination

Wetland

(reach)

Dominant

Soil

Average Ditch

Depth

(Improvement)

Lateral Effect (based on

Representative

Value)

Wetland

Impact

Wetland A (54+00 to 56+00)

191A

Rosewood

1.0’ (R ditch) Pre: 326’

Post: 416’

Net: 90’

Wetland B 69+00 to 72+00)

194A

Strathcona

1.0’ (R ditch) Pre: 105’

Post: 135’

Net: 30’

Wetland C (78+00 to 125+00)

194A

Strathcona

2.0’ (R ditch)

2.0’ (L ditch)

Pre: 105’

Post: 157’

Net: 52’

Wetland D (133+00 to 155+00)

194A

Strathcona

1.0’ (R ditch)

1.0’ (L ditch)

Pre: 105’

Post: 135’

Net: 30’

Wetland E (162+00 to 179+00)

194A

Strathcona

1.0’ (R ditch)

1.0’ (L ditch)

Pre: 105’

Post: 135’

Net: 30’

Wetland F (195+00 to 196+00)

1106A

Enstrom

2.0’ (R ditch) Pre: 125’

Post: 186’

Net: 61’

Totals

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Page 12: Kittson County, CSAH 38 –Lateral Effect Calculations

Aug-09

Summary• Define Project

• Wetland Areas

• Ditch/drainage characterization

• Soils

• Calculation