suitability analysis poster

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Above & Below Ground Drainage: Suitability Analysis Mount Airy Forest Mount Airy Forest A. Ariza, C. Chittum, & J. Gould Soil Types: # * # *# * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # *# * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # *# * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # * # 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Airy Park Buildings 2,000 0 2,000 1,000 Feet Legend Mount Airy Forest Boundary Drainage Direction Streams Highway I-74 Ridge Lines Valleys Hill tops 2,000 0 2,000 1,000 Feet Underground Drains Streets Site 1 Site 2 Site 3 Slope + o o Soil Drainage + + o Landslide Risk + o o Natural Drainage + + + Exisng Infrastructure + + - Accessibility + o - Total: 18 15 11 Legend + Good = 3 o Average = 2 Bad = 1 During our Mt. Airy Suitability Analysis we determined 3 sites that we thought had the most potential for future development. With each site we looked at slope, soil drainage, potential landslide risk, natural drainage, the existing infrastructure, and accessibility to the sites. The chart above displays the ratings we gave each site for each category. Each rate has a value which was totaled to determine what site we thought would best for future development. We concluded that Site 1 would be the best for future development followed by Site 2 as second best and then Site 3. Existing Infrastructure: Slope & Landslide Risk: The Existing Infrastructure map shows that there is very little existing infrastructure already inside the park. There are very few buildings and some roads mostly located in the north eastern side. When analyzing the Landslide Risk & Slope in Mt. Airy we found that in most of the steepest areas in the southern region the highest risk for landslides were present. The Soil Types in the park are mostly well drained with a few exceptions of moderate. There is no potential flood risk for these types of soild found in the park. The Drainage Map shows natural and man made drainage systems. Most man made drains are found outside the park and very few inside because the topography provides natural ways of drainage. *Flooding frequency all of the different types of soils is none 2,000 0 2,000 1,000 Feet Legend Soil Symbology ArB2 AsB EcE EdF EeD Lg PfE PfD RtB SwB2 SwC2 SwD2 SxB SxC UmB W Source: Web Soil Survey EdF (Silty Clay)-Well Drained-44.6% EcE (Silty Clay)-Well Drained-7.8% PfD (Silty Clay)- Well Drained-4.4% SwC2 (Switzerland Silt)-Well Drained-11.3% SwB2 (Switz Silt)-Well Drained-5.1% ArB2 (Ava Silt)-Moderatly Well Drained-3.1% AsB (Ava Complex)-Well Drained-6.5% Eed (Eden Complex)-Well Drained-1.5% SxC (Udorthents Complex)-Well Drained-3.7% 2,000 0 2,000 1,000 Feet 2,000 0 2,000 1,000 Feet 2,000 0 2,000 1,000 Feet 2,000 0 2,000 1,000 Feet Legend Mt. Airy boundary Streets Streams buildings Potential Landslides no risk low risk moderate risk high risk SLOPE 10% 20% 30% Good for Building Ok for Building Not Good for Building 1 3 1. 2. 3. 2,000 0 2,000 1,000 Feet

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Mt. Airy Suitability Poster.2nd year studio Site Planning & Design.

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Page 1: Suitability Analysis Poster

Above & Below Ground Drainage:

Suitability AnalysisMount Airy ForestMount Airy Forest

A. Ariza, C. Chittum, & J. Gould

Soil Types:

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#* #*#*#*

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#*#* #*#* #*#* #*#* #*#*#* #*

#*#*

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#*#* #*#*#* #*#* #*#* #*#*#*#*#*

#* #* #*#*#*#* #*#* #*#* #*#* #*#* #*#* #*#*

#* #*#*

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#* #* #* #*#*#* #*#*#*#* #*#*#* #*#* #*#* #*#* #*

#*#*#*#* #*#*#* #*#*#*#* #* #* #*#*#*

#* #*#*#*#* #*#*#* #*#*#* #*#*#*#*#* #* #*#* #*#* #*#* #*#* #* #*#*#* #*#* #*#* #*#*#* #*#* #* #* #*#*#* #*#*#* #*#*#* #*#*#*#* #*#* #*#* #*#* #*#* #*#*#* #*#*#*#* #*#*#* #* #*#* #*#* #* #*#* #*#* #*#* #* #*#* #*#*#*#*#* #* #*#* #*#*#* #*#* #* #*#*#*#* #*#* #*#* #*#*#* #*#* #* #* #*#* #* #*#* #*#*#* #*#*#* #*#*#* #* #*#*#*#* #* #*#* #*#* #*#* #* #*#*#*#*#*#* #* #*#* #*#*#*#* #*#*#* #* #*#*#*#* #*#*#* #*#* #*#*#* #*#* #*#*#* #*#* #*#* #*#* #*#*

#*#* #*#*#*#*#*#* #* #*#* #*#*#* #*#* #*#* #*#*

#* #*#*#*#*#* #*#* #* #*#* #*#*

#* #*#*#* #*#* #*#*#* #*#*

#*#*

$+$+$+

$+$+

$+

$+$+$+ $+$+$+ $+

$+$+$+$+

$+$+$+$+$+

$+$+

$+ $+$+ $+$+$+

$+$+

$+$+$+

$+$+ $+

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$+$+ $+$+$+

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$+$+ $+ $+$+ $+

$+ $+$+ $+$+

$+$+$+$+$+$+ $+ $+$+ $+ $+$+$+

$+$+

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$+

$+

$+

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$+ Bus StopsBus Routes

Electric Lines

Legend

StreetsMt. Airy Park

Buildings

2,000 0 2,0001,000Feet

Legend

Mount Airy Forest BoundaryDrainage Direction

Streams

Highway I-74Ridge LinesValleysHill tops

2,000 0 2,0001,000 Feet

Underground Drains

Streets

Site 1 Site 2 Site 3 Slope + o o Soil Drainage + + o Landslide Risk + o o Natural Drainage + + + Existing Infrastructure + + - Accessibility + o -

Total:

18

15

11

Legend+ Good = 3 o Average = 2 Bad = 1

During our Mt. Airy Suitability Analysis we determined 3 sites that we thought had the most potential for future development. With each site we looked at slope, soil drainage, potential landslide risk, natural drainage, the existing infrastructure, and accessibility to the sites. The chart above displays the ratings we gave each site for each category. Each rate has a value which was totaled to determine what site we thought would best for future development. We concluded that Site 1 would be the best for future development followed by Site 2 as second best and then Site 3.

Existing Infrastructure: Slope & Landslide Risk:

The Existing Infrastructure map shows that there is very little existing infrastructure already inside the park. There are very few buildings and some roads mostly located in the north eastern side. When analyzing the Landslide Risk & Slope in Mt. Airy we found that in most of the steepest areas in the southern region the highest risk for landslides were present. The Soil Types in the park are mostly well drained with a few exceptions of moderate. There is no potential �ood risk for these types of soild found in the park.

The Drainage Map shows natural and man made drainage systems. Most man made drains are found outside the park and very few inside because the topography provides natural ways of drainage.

*Flooding frequency all of the di�erent types of soils is none

2,000 0 2,0001,000 Feet

LegendSoil Symbology

ArB2AsBEcEEdFEeDLgPfEPfD

RtBSwB2SwC2SwD2SxBSxCUmBW

Source: Web Soil Survey

EdF (Silty Clay)-Well Drained-44.6%

EcE (Silty Clay)-Well Drained-7.8%

PfD (Silty Clay)- Well Drained-4.4%

SwC2 (Switzerland Silt)-Well Drained-11.3%

SwB2 (Switz Silt)-Well Drained-5.1%

ArB2 (Ava Silt)-Moderatly Well Drained-3.1%

AsB (Ava Complex)-Well Drained-6.5%

Eed (Eden Complex)-Well Drained-1.5%

SxC (Udorthents Complex)-Well Drained-3.7%

2,000 0 2,0001,000 Feet

2,000 0 2,0001,000 Feet

2,000 0 2,0001,000 Feet

2,000 0 2,0001,000 Feet

LegendMt. Airy boundaryStreetsStreamsbuildings

Potential Landslidesno risklow riskmoderate riskhigh risk

SLOPE

10%

20%

30%

Good for BuildingOk for BuildingNot Good for Building

1

3

1.

2.

3.

2,000 0 2,0001,000 Feet