transit-oriented stormwater bmps(part a)

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1 Transit-Oriented Stormwater Management DECEMBER 2011 11.314 WATER, LANDSCAPE, & URBAN DESIGN ANN-ARIEL VECCHIO, MIT, MASTER IN CITY PLANNING ‘12 STEPHEN KENNEDY, MIT, MASTER IN CITY PLANNING ‘12 41ST - 50TH & SPRUCE - MARKET

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Design Process & Site Analysis

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Page 1: Transit-Oriented Stormwater BMPs(Part A)

1

Transit-Oriented Stormwater Management

December 2011

11.314 water, lanDscape, & urban Design

Ann-Ariel vecchiO, mit, master in city planning ‘12STephen kennedy, mit, master in city planning ‘12

41st - 50th &spruce - market

Page 2: Transit-Oriented Stormwater BMPs(Part A)

2

projectOutline01

02

03

04

05

06

site analysis:

green TrAnSiT cOrridOr

cOncepTuAl diAgrAM

18

greeneD acres evaluation 28

implementation & management 29

conclusions

appenDices

30

32

Design process 3

hydrOlOgy 4-8

MArkeT STreeT 19-21

builT envirOnMenT 9-15

buS STOpS / STreeTScApe 22-24

TrAnSpOrTATiOn 16

pArking lOTS 25-27

watersheD Design

17

December 2011

Page 3: Transit-Oriented Stormwater BMPs(Part A)

LINEAR / DIRECTIONAL

PRIVATEREALM

POLYGON /CORNER

SPATIAL CONDITIONS

MULTI-DIMENSIONAL

STREETS

WIDE NARROW ELONGATED RECTANGULAR

ALLEYS

INSTITUTIONALREALM

PUBLICREALM

GREEN PROGRAMSCONCEPTUAL FRAMEWORK

OPEN SPACES PARKING LOTS

SMALL LARGE

BUSINESSES

SMALL LARGE

SCHOOLS

LARGE

WIDE NARROW

HOMES

SMALL LARGE

LINEAR / DIRECTIONAL

PRIVATEREALM

POLYGON /CORNER

SPATIAL CONDITIONS

MULTI-DIMENSIONAL

STREETS

WIDE NARROW ELONGATED RECTANGULAR

ALLEYS

INSTITUTIONALREALM

PUBLICREALM

GREEN PROGRAMSCONCEPTUAL FRAMEWORK

OPEN SPACES PARKING LOTS

SMALL LARGE

BUSINESSES

SMALL LARGE

SCHOOLS

LARGE

WIDE NARROW

HOMES

SMALL LARGE

3

design processthrough the analysis of the site, we identified a series of typologies that characterize and organize different physical attributes and potential opportunity sites within the project area. they are: linear (streets and alleyways), polygons (open spaces and parking lots), and multidimensional (schools, businesses, and homes).

mapping the typologies within the project area revealed a concentration and convergence of these types along the main sewer line, which is also the buried floodplain of the mill creek.

in this area, we identified specific opportunities and began to develop concepts for stormwater management that combined different typologies or approaches.

after sharing these ideas with project teams working in other areas within the mill creek watershed, it became evident that many of the conditions or typologies within our project site are present across the mill creek watershed. however, the presence of transportation infrastructure, public transit, and parking make the spruce to sansom sewershed unique. since other teams elaborated similar ideas to those in our initial concepts for stormwater management, we chose to focus on the unique characteristics of the project area. the following presents analysis of the project area and our proposal for a transit oriented stormwater management approach.

Further Documentation oF

the Design process is incluDeD in the

appenDices.

Page 4: Transit-Oriented Stormwater BMPs(Part A)

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heightmapTopography

02 site analysishydrOlOgy

100’

40’

elevation above sea level

the neighborhooD’s low-lying areas clearly illustrate the presence oF mill creek’s burieD FlooD plain.

the low points above were most likely part oF the mill creek beD, about 3/4 oF a mile From the creek’s mouth at the schuylkill river.

high points

low points

2’ contours

x

x

xxx

x

x

x

x

n 0 600400100

MARKET ST

CHESTNUT ST 41st st

WALNUT ST

SANSOM ST

LOCUST ST

SPRUCE ST

50th St

FARRAGUT ST

Page 5: Transit-Oriented Stormwater BMPs(Part A)

5

Topographylightmap

02 site analysishydrOlOgy

100’

40’

elevation above sea level

clear point oF subsiD-ence at the cvs parking lot in the brightest point in our sewersheD.

high points

low points

2’ contours x

x

x

xxx

x

x

xn 0 600400100

MARKET ST

CHESTNUT ST 41st st

WALNUT ST

SANSOM ST

LOCUST ST

SPRUCE ST

50th St

FARRAGUT ST

Page 6: Transit-Oriented Stormwater BMPs(Part A)

6

The Municipal drainage System

02 site analysishydrOlOgy

primaryFlows

sewersheDs

the philadelphia water Department uses sewersheds to define primary flows to the municipal drainage system. however, to understand the true drainage patterns in a watershed, one needs to look beyond these engineered boundaries.

sewersheD

sewer main seconDary sewer line

contours (2’ interval)

n 0 600400100

MARKET ST

CHESTNUT ST 41st st

WALNUT ST

SANSOM ST

LOCUST ST

SPRUCE ST

50th St

FARRAGUT ST

Page 7: Transit-Oriented Stormwater BMPs(Part A)

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calculated Flows

02 site analysishydrOlOgy

primaryFlows

DeFining area Drainage

calculating stream flows highlights the characteristics of the watershed. Following these flows, it is evident that surface water in the neighborhood drains to the site’s center along the sewer main.

this demonstrated that multiple sewersheds converged toward our original sewershed.

calculateD surFace Flows

n 0 600400100

MARKET ST

CHESTNUT ST 41st st

WALNUT ST

SANSOM ST

LOCUST ST

SPRUCE ST

50th St

FARRAGUT ST

Page 8: Transit-Oriented Stormwater BMPs(Part A)

8

Sewer inlets

02

19

578

site analysis

intersections with more than Four inletsindicate under sized or non-functional inlets, high volume, or drainage from all directions. a reduction in the total volume of water flowing to these inlets is an important objective.

inlets in neighborhooD

hydrOlOgy

aa subsistence at Farragut & sansom b

b pooling on Farragut st.

n 0 600400100

MARKET ST

CHESTNUT ST 41st st

WALNUT ST

SANSOM ST

LOCUST ST

SPRUCE ST

50th St

FARRAGUT ST

Page 9: Transit-Oriented Stormwater BMPs(Part A)

9

Total Area 222 Acres

02 site analysisbuilT envirOnMenT 9,700,000 sq Ft

n 0 600400100

MARKET ST

CHESTNUT ST 41st st

WALNUT ST

SANSOM ST

LOCUST ST

SPRUCE ST

50th St

FARRAGUT ST

Page 10: Transit-Oriented Stormwater BMPs(Part A)

10

impervious

02170 acres

site analysisbuilT envirOnMenT

77%

impervious pervious

23%52 acres

the built environment’s impact on Drainage

the high amount of impervious, or paved, surfaces in this area creates a large volume of water that flows directly into city

sewers and, eventually, into the schuylkill river. however, this also indicates that the implementation of stormwater management

bmps has huge potential to reduce sewer overflow events. the following pages of land cover analysis describe the components

of these impervious surfaces.

data from philadelphia water dept / city of philadelphia

n 0 600400100

MARKET ST

CHESTNUT ST 41st st

WALNUT ST

SANSOM ST

LOCUST ST

SPRUCE ST

50th St

FARRAGUT ST

Page 11: Transit-Oriented Stormwater BMPs(Part A)

11

Streets

02 site analysisbuilT envirOnMenT

21%

impervious

35.7 acres

pervious

streets are a significant proportion of impervious surface and are found throughout the project area. Due to their linear form, interventions in parking lanes and other areas along the street edge have the potential to capture water before it flows into sewer inlets on each block.

n 0 600400100

MARKET ST

CHESTNUT ST 41st st

WALNUT ST

SANSOM ST

LOCUST ST

SPRUCE ST

50th St

FARRAGUT ST

Page 12: Transit-Oriented Stormwater BMPs(Part A)

12

Sidewalks

02 site analysisbuilT envirOnMenT

21%35.7 acres

12%20.4 acres

impervious pervious

although sidewalks make up a smaller proportion of impervious surface, their location adjacent to streets creates the opportunity

to develop interventions that can treat run-off from multiple locations – streets, sidewalks, and homes. in addition, stormwater

management bmps can also be designed to improve the pedestrian environment and improve the public realm. in the

project area, the width of sidewalks (sometimes as wide as 17’) along east-west streets, such as market, chestnut, and walnut,

provide ample space for visible bmps that can provide multiple benefits.

n 0 600400100

MARKET ST

CHESTNUT ST 41st st

WALNUT ST

SANSOM ST

LOCUST ST

SPRUCE ST

50th St

FARRAGUT ST

Page 13: Transit-Oriented Stormwater BMPs(Part A)

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buildings

02 site analysisbuilT envirOnMenT

32%21%35.7 acres

12%20.4 acres 54.4 acres

impervious pervious

buildings represent a proportion of impervious surfaces almost equal to streets and sidewalks combined. therefore, individual

action on private property is also significant. however, since most buildings are small in size, a stormwater management strategy

that addresses buildings requires the participation of many individuals. on many blocks along the sewer line, large-footprint

buildings are often adjacent to open areas and parking lots.

n 0 600400100

MARKET ST

CHESTNUT ST 41st st

WALNUT ST

SANSOM ST

LOCUST ST

SPRUCE ST

50th St

FARRAGUT ST

Page 14: Transit-Oriented Stormwater BMPs(Part A)

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parking

02 site analysisbuilT envirOnMenT

10%32%21%35.7 acres

12%20.4 acres 54.4 acres 54.4 acres

impervious pervious

parking lots represent 10% of the project area. while they range in size from small residential lots to larger lots that service

commercial areas, the large lots cluster along the main line of the sewer system, which is also the buried flood plain of the mill creek. these large plots of land also lie at low points in

the project area and present the potential to remove significant amounts of impervious surface or site other bmps.

n 0 600400100

MARKET ST

CHESTNUT ST 41st st

WALNUT ST

SANSOM ST

LOCUST ST

SPRUCE ST

50th St

FARRAGUT ST

Page 15: Transit-Oriented Stormwater BMPs(Part A)

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pervious

02 site analysis

public open spaceprivate open space

vacant lots

builT envirOnMenT

10%32%21%35.7 acres

12%20.4 acres 54.4 acres 54.4 acres

impervious pervious

23%52 acres

the site features a significant amount of pervious area, including public open space as well as private spaces in block interiors and under utilized vacant lots. much of the pervious surface could be

improved to function as green stormwater infrastructure while providing aesthetic benefits in the public realm.

n 0 600400100

MARKET ST

CHESTNUT ST 41st st

WALNUT ST

SANSOM ST

LOCUST ST

SPRUCE ST

50th St

FARRAGUT ST

Page 16: Transit-Oriented Stormwater BMPs(Part A)

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public TransitMarket-Frankford

21 bus 31 bus 64 bus02 site analysis

elevateD rail line to subway

penn’s lanDing to 69th street transportation center

city hall to 76th-city

49th-parksiDe to pier 70

TrAnSpOrTATiOn

in addition to the natural hydrological system and built environment, several public transit lines cross

through the project area. transit stops define nodes that neighborhood residents use on a daily basis.

bus stops often coincide with the location of inlets at low points on many blocks.

n 0 600400100

MARKET ST

CHESTNUT ST 41st st

WALNUT ST

SANSOM ST

LOCUST ST

SPRUCE ST

50th St

FARRAGUT ST

MARKET ST

CHESTNUT ST

WALNUT ST

SANSOM ST

LOCUST ST

LOCUST ST

50th St