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2014 INASLA ANNUAL MERIT AWARD COPPER FARM ECO-VILLAGE SITE DESIGN Team Member: Chao Yang and Jue Wang Instructor: Meg Calkins and Miran Jung Day Class: First year graduate studio Location: Muncie, Indiana Project introduction: This project aims to propose an eco-balanced environmental education campus on the Cooper Skinner Field Station property in Muncie Indiana. The goal is to develop a regional Environmental Education Center for the general public and for Ball State University faculty, researchers and students. All the water, food and energy resources required for the campus are balanced and regenerated on the site. The surplus resources and energy will be exported to produce economic value. The design demonstrates to residents and visitors an eco-balanced lifestyle and cultivates the awareness of self-sustain living.
PLANING SKETCH
SITE PLANNING
Plan rendering by Jue Wang
NET-ZERO CALCULATION VISUALIZATION
TOTAL:31,921,440kwh/y
130,042kwh/y 141,500kwh/y 283,000kwh/y
TOTAL: 554,542kwh/y
BIOD IGES
2 44 700
K PAR
h/y
0kw
0,00
2 COW S 2 ACR ES
2cows 44chicken 700chicken
2acres 1acres 2acres ~2acres
S
HARD ORC ES 5 ACR
WET
C:> E BL
D
SH FI
10gal/day* 40 PEOPLE unknow
146,000gal/year
SO
S
LAR
DIS
TIL
TOTAL:996,800gal/y
K
l/y ga
996,800gal/y
EE
AD
T
70gal/day*40 PEOPLE
l/y
LO
TOTAL:>9,520,000gal/y
0ga
0 NG ,00 20 9,5
9,520,000gal/y unknow
,00
KI
P:
R PA
SURFACE RUN-OFF WETLAND
P
TOTAL:996,800gal/y
OF TO
854,537gal/y 142,263gal/y
CR
RO
RO 7gal/y P: 854,53 C: 854,537al/y
ROOF TOP RUN-OFF 34100sf *40.32inch SOLAR DISTILLATION- 142,263gal/y NON-POTABLE WATER
LAN
146
TA GE ES VE CR 2A
POTABLE WATER
TOILET FLUSHING IRRIGATION
5
,2
AR
PRODUCTION
POTABLE WATER NON-POTABLE WATER
T
18
P:
y
h/
kw
00
0 0,
,69 P:11
WATER SYSTEM
CONSUMPTION
W
B UR
SOL
2acres 5acres
600gal/y *40people 32.7lbs/y *40poeple 73.6lbs/y *40people 415lbs/y 16,616lbs/y
IN
74 2 A 4 CH CR IC ES KE N
P:14 YSTEM LATION 2 C:14 ,263ga l/ 2,26 3gal/ y y
PRODUCTION COW POULTRY eggs meat FISH VEGETABLE ORCHARD
E
IN
D
FOOD SYSTEM
CONSUMPTION MILK EGG CHICKEN VEGETABLE
TOR
CONSUMPTION SCHOLAR UNITS 356kwh/d PUBLIC BUILDING 28.3kwh/sf*5000sf CAMPUS BUILDING 28.3kwh/sf*10,000sf
11,690,000kwh/y 18,250,000kwh/y 292,000kwh/y 578,160kwh/y 1,121,280kwh/y
SOL AR
0.2kwh*200,000sf 500kwh*10 public building 5000sf campus building 9900sf scholar houses 19,200sf
PAN P:3 EL C:5 1,921,4 54, 542 40kwh /y kwh /y
ENERGY SYSTEM PRODUCTION SOLAR PARK WIND TURBINE SOLAR PANEL
TOTAL:>146,000gal/y
Diagram Designed by Jue Wang
GREEN DEMONSTRATION HOUSE COMBINE WITH AQUACULTURE ENERGY SYSTEM PRODUCTION SOLAR PARK WIND TURBINE SOLAR PANEL
0.2kwh*200,000sf 500kwh*10 public building 5000sf campus building 9900sf scholar houses 19,200sf
CONSUMPTION SCHOLAR UNITS 356kwh/d PUBLIC BUILDING 28.3kwh/sf*5000sf CAMPUS BUILDING 28.3kwh/sf*10,000sf
11,690,000kwh/y 18,250,000kwh/y 292,000kwh/y 578,160kwh/y 1,121,280kwh/y
TOTAL:31,921,440kwh/y
130,042kwh/y 141,500kwh/y 283,000kwh/y
TOTAL: 554,542kwh/y
FOOD SYSTEM PRODUCTION COW POULTRY eggs meat FISH VEGETABLE ORCHARD
CONSUMPTION MILK EGG CHICKEN VEGETABLE
2 44 700 2acres 5acres
600gal/y *40people 32.7lbs/y *40poeple 73.6lbs/y *40people 415lbs/y 16,616lbs/y
2cows 44chicken 700chicken
2acres 1acres 2acres ~2acres
WATER SYSTEM PRODUCTION POTABLE WATER
ROOF TOP RUN-OFF 34100sf *40.32inch SOLAR DISTILLATION- 142,263gal/y
854,537gal/y 142,263gal/y
TOTAL:996,800gal/y
SURFACE RUN-OFF WETLAND
9,520,000gal/y unknow
TOTAL:>9,520,000gal/y
NON-POTABLE WATER
CONSUMPTION POTABLE WATER NON-POTABLE WATER
TOILET FLUSHING IRRIGATION
70gal/day*40 PEOPLE
996,800gal/y
10gal/day* 40 PEOPLE unknow
146,000gal/year
TOTAL:996,800gal/y TOTAL:>146,000gal/y
COUNT
WATERSHED ANALYSIS
Lake Ditch
Site
Lieber State Recreation Area
Snake Creek Mill Creek Site Lieber State Recreation Area Site
Eel watershed
MillCreek Watershed
Lake Ditch Watershed Flow direction
The site is located at the edge of each hierarchy of watershed. It is in the high point of the watersheds. It is the first and second order in this drainage network. Therefore, the water in the site is the resource of higher order stream. What is more important, it does not carry contamination like other higher order stream. The water in site is clear for ospery.
ENVIRONMENTAL COMPONENT ANALYSIS
Millcreek watershed
Lake Ditch watershed
Millcreek watershed
s
ile
6M
12 Miles
Lake Ditch watershed
Site
s
ile
6M
12 Miles
Site
14%
28%
WATER
IMPAIRED WATER
FOOD RESOURCE
FOOD RESOURCE THREATEN
ENVIRONMENTAL COMPONENT ANALYSIS
s
ile
6M Site
44% AGRICULTURE FERTILIZER AND PESTICIDE CONTAMINATION
s
ile
6M
12 Miles
12 Miles
Site
53%
FOREST POTENTIAL HABITAT
3.8%
FOREST FAR AWARY CONTAMINATION
Kokomo Lafayette
Lafa
SCHOOL HOTSPOT MAP
Munice
s nute
to iles
i 90 M
80 M
SOCIAL FACTORS ANALYSIS
Anderson
yet t e
61%
to
M Terre Haute
50
M
ile
s
60
Indianapolis
In di a
in
ut
es
na po lis
IN ONE HOUR DIRVING DISTANCE 514 SCHOOLS
Site
20
10
M
M
ile
in
s
Martinsville
ut
to es M
ar
ti
ns
vi
lle
Bloomington
Columbus
14.11%
16.81%
74.34%
Water Area
Erosion area
Forest Area
131.68 Acre
(Slope > 33.3%)
677 Acre
147 Acre
CURRENT CONDITION ▪ Lake of aquatic vegetation to provide fish a place to hide and grow ▪ Constant fetch or wave action caused by boats to case shoreline erosion
▪Recreation lawn does not have habitat value for wildlife ▪Agriculture activity aggravate habitat fragmentation and have fertilizer and Pesticide contamination
▪ Biodiversity of upland forest have threaten by human activities.
SUITABLE HABITAT FOR OSPREY
GOALS AND OBJECTIVES
REGIONAL PLAN
Food · Improve water quality to create health aquatic
ecosystem to enhance fish population. od · Stabilize to prevent soil mprove water qualityriparian to create condition health aquatic ecostem toerosion. enhance fish population abilize riparian condition prevent soiltoerosion · Restore aquatictovegetation reinforce whole estore aquatic vegetation to reinforce whole food food chain for osprey. ain for osprey · Create wetland to clean water. eate wetland to clean water
Secondary Entrance
Agriculture Area
Bird Watch
Nest est · Reduce fragmentation of existing forest and educe fragmentation of existing forest and provide provide more potential area for osprey to nest. ore potential area for osprey to nest · Set up buffers around protected lands to t up buffers around protected lands to intensify intensify edgy condition. dgy condition. · Establishosprey manmade osprey mixed into tablish manmade nest mixed intonest forest forest
Visitor Center Flooting Wetland
Low Impact Fishing
Riparian Stabilization
ducation and Recreation aximizeEducation education and opportunity andrecreation Recreation ovide educational and observation toweropportunity to · Maximizetrials education and recreation t close to osprey · Provide educational trials and observation ffer low tower impacted fishing as canoe and kayak toget closesuch to osprey. uild education center to provide guide tour about · Offer low impacted fishing such as canoe and prey kayak.
· Build education center to provide guide tour about osprey.
Agriculture Area
Scale 1:36,000
RIPARIAN STABILIZATION --LIVESTABILIZATION BANK BANK
LIVE LOG
LIVE MACHINE
Live log is a cylindrical structure composed of coconut husk fibers bound together with twine woven from coconut fiber.
Live machine refers to constructed wetland. By restoring Canoe fishing wetland along riparian, aquatic vegetation functions as
It can function as a breakwater along a calm shallow
a living machine to clean and buffer water runoff from
lakeshore. In addition to reducing wave energy, it can help
upstream.
contain substrate and encourage development of wetland communities.
LIVE JOINT PLANTING
LIVE CRIBWALL
Joint planting disguises riprap and may provide habitat.
A live cribwall is used to rebuild a bank in a nearly vertical setting.
The plant roots help hold soil together under the rocks.
The structure is filled with rock at the bottom and soil beginning
It involves tamping live stakes into joints or open spaces
at the ordinary high-water mark or bankfull level. Once the live
between existing rocks or when rock is being placed on the
cuttings root and become established, vegetation gradually
slope face.
takesover the structural functions of the wood members.
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NOAH'S ARK EVOLO SKYSCRAPER COMPETITION
Individual work Instructor: Jody Rosenblatt-Naderi Class: Third year graduate studio Location: Future Coast Project introduction: Global warming puts thousands of coastal cities at risk of being claimed by the ocean. The extreme weather and natural disasters also pose huge threaten for human living environment. The design proposed a floating ecologic sustainable city which functions as living units that meet people’s basic living demand when people evacuate from the receding coastline.
eople through the whole
connect the system with
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NEW ANTHONY APARTMENT COMMUNITY DESIGN WITH PLANTING DETAILS
Individual work Instructor: Carla Corbin and Susan Tomizawa Class: First year graduate studio + Planting Design class Location: Ball State University, Muncie, Indiana Project introduction: The Ball State University plans to rebuild the Anthony apartment. In the new Anthony, to suffice different ages of people’s living style, the design proposes three building groups and different activity apace for three different user groups, which are single students, couples, and family with children. The planting design focuses on creating different sense of space and addressing the aesthetic perception of design.
SITE ANALYSIS
LOCATION
Muncie
BSU
ANTHONY DEVELOPMENT PART APARTMENT
CONCEPT Family with Children
Single
DESIGN RESPOND
Community Center
Couples
Day Care
Respond to Demand
Respond to Site
In terms of the organization and form, new Anthony adopts townhouse form with balcony and front door parking. It uses irregular building organization, which breaks from traditional straight way. Those buildings forms a loop around the community center and central plaza. Besides, to respond this loop, a drive way and pedestrian path form another two loop to connect people to different space.
Respond to Form Out-Compus Community
PLANTING SCHEDULE
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VISITOR CENTER FOR NATURE CONSERVANCY OF INDIANA SITE CONSTRUCTION DOCUMENT Individual work Instructor: Christopher Marlow and Peter Ellery Class: Engineering class Location: Indiana Project introduction: The Nature Conservancy of Indiana has acquired approximately 11.70 acres of land on which their new visitor center and office building will be constructed for its 30 employees and daily visitors. The design is responsible for all site planning and design, from concept to construction documentation, including initial conceptual building foot print design. The design site a two floor building and surrounding context which refers to circulation, parking, grading, drainage, and stormwater management. The overarching goal of the site design is to demonstrate exemplary and functional sustainable development practices so that visitors can learn from the site and building design.
Layout Legend
SF
Christopher Marlow Peter Ellery
LA311
Erosion Control Plan
Muncie Visitor Center Totoro studio
200 N Mann Ave Muncie,Indiana
Project location
Sheet NO.
Name
Date
SF
Instructor
Course
2 of 9
Totoro
2015/12/12
Layout Legend
C(undev) D1 D2 D3 D4 D5 D6 D7 D8 D9 D10
C(dev)
0.3 0.3 0.3 0.3 0.3 0.3 0.3
0.3 0.435 0.462 0.3 0.3 0.505 0.743 0.55
0.3 0.3
0.7 0.362
0.3
Basin1: D1,D2,D3,D5,D6 Basin2: D4,D7,D8,D9,D10
tcUndev (Min) 33.5 33.5 33.5 36 33.5 33.5 36 36 36 36 On site Total discharge Q1(total)=10.08 Q2(total)=6.44
A,Aac
Paved(Area)
paved%
0.60 0.48 0.77 0.24 2.5 0.22 0.62 0.26
0.00 0.13 0.28 0 0 0.09 0.55 0.13
0.00 0.270833333 0.363636364 0 0 0.409090909 0.887096774 0.5
0.31 0.21
0.248 0.024
0.8 0.114285714
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STORMWATER DEMONSTRATION PERGOLA CONSTRUCTION DETAIL
Team Member: Chenhao wang, Chao Yang Instructor: Meg Calkins and David Ferguson Class: Engineering class Location: Ball State University, Muncie, Indiana Project introduction: This project explores conceptual design, design development and construction detailing for a stormwater demonstration pergola. It is in the quad outside the Architecture Building of Ball State University. This multifunctional structure is a place for human occupation and movement, a sculptural landscape element, and a structure to collect stormwater for demonstration.
7'
1 3
FOOTING 1 TYP.
1 5
STORMWATER PLANTING TANK
7'
C
C
"I" BEAM CONNECTION 2 42 "I" BEAM CURVE CONNECTION
B
2 3
FOOTING 2 A
A
9'
9'
9'
2 4
"I" BEAM CONNECTION 2
5 4
WOOD AND "I" BEAM CONNECTION
"I" BEAM CONNECTION 1 TYP. GLASS FRAMEWORK DETAIL
18'
18'
2
1
3
2
3
CANOPY PLAN 1"=1'
PLAN 1"=1'
"I" BEAM
R=4'
CUSTOMED "I" BEAM BOLT, TYP "I" BEAM
9'
1
GUTTER DETAIL
7'
7'
B
1 4 4 4 3 4
FOOTING
9'
1
9'
2
ELEVATION 1"=1'
3
8" X 8" CUSTOM "I" STEEL ALUMINUM STRUCTURE 3/4" x 2.8" ANCHER, TYP. CUSTOMIZED GUTTER GUTTER TRACKER GUTTER OUTLET
8" X 8" CUSTOM "I" STEEL 3/4" x 2.8" ANCHER, TYP. 2" X 6" CEDAR WOOD " L" STEEL FISHFLATE STEEL FLAT 8" x 8" BEAM STEEL
8" x 8" BEAM STEEL WELDED TO STEEL PLATE TO CONCRETE FOOTING 3/4" x 8" ANCHOR, TYP.
1
5 2
2" 2"
1'-8" x 1'-8" STEEL PLATE BRICK PAVEMENT
GUTTER DETAIL 2"=1' 8" X 8" CUSTOM "I" STEEL 8" X 8" CUSTOM "I" STEEL 3/4" x 2.8" ANCHER, TYP.
1'
TO CONCRETE FOOTING 3/4" x 8" ANCHOR, TYP.
3'-0"
8" x 8" "I" BEAM STEEL
" L" STEEL FISHFLATE STEEL FLAT 8" x 8" BEAM STEEL
1'-8" x 1'-8" STEEL PLATE CONCRETE FOOTING
CONCRETE FOOTING
1 2
FOOTING 1 TYP. 1/4"=1'
3 2
70% COMPACTED SOIL
FOOTING SECTION 1"=3' 6 2
"I" BEAM CONNECTION 2 2"=1' 8" X 8" CUSTOM "I" STEEL 8" X 8" CUSTOM "I" STEEL 3/4" x 2.8" ANCHER, TYP. " L" STEEL FISHFLATE STEEL FLAT 8" x 8" BEAM STEEL
8" x 8" BEAM STEEL WELDED TO STEEL PLATE TO CONCRETE FOOTING, TYP.
7 2
"I" BEAM CONNECTION 1 TYP. 2"=1'
8" X 8" CUSTOM "I" STEEL 3/4" x 2.8" ANCHER, TYP. 2" X 6" CEDAR WOOD
1'
2"
1'-8" x 1'-8" STEEL PLATE BRICK PAVEMENT
" L" STEEL FISHFLATE STEEL FLAT 8" x 8" BEAM STEEL
6'
CONCRETE FOOTING 8 2
70% COMPACTED SOIL
WOOD AND "I" BEAM CONNECTION 2"=1' 5" x 5" STEEL TUBE ALUMINUM STRUCTURE
4"
4"
RUBBER SPACER TO CONCRETE FOOTING, TYP.
RUBBER SPACER
JOINT COMPOUND AT "I" BEAM/ PLATE INTERSACTION 8" x 8" "I" BEAM STEEL
TO STEEL TUBE 0.3" x 1.4" ANCHOR,TYP.
1'-8" x 1'-8" STEEL PLATE
WELDED TO "I" BEAM STEEL
CONCRETE FOOTING
8" x 8" "I" BEAM STEEL
1'-4.00"
2 2
FOOTING 2 1/4"=1'
4 2
FOOTING SECTION 1"=3'
GLASS 0.3" x 8" BOLT ALUMINUM STRIP RUBBER SPACER
9 2
GLASS FRAMEWORK DETAIL 2"=1'
2" x 2" ALUMINUM TUBE
TO CONCRETE FOOTING 3/4" x 8" ANCHOR, TYP. 1'-8" x 1'-8" STEEL PLATE CONCRETE FOOTING
3'
3'-6.00"
3 3
FOOTING SECTION 2"=1'
3/4" x 7" ANCHER, TYP.
2" X 6" CEDAR WOOD
2" X 6" CEDAR WOOD
3/4" x 7" ANCHER, TYP.
3/4" x 7" ANCHER, TYP.
STEEL PLATE SANDWICH WOOD
2'
4" x 10" STEEL PLATE, TYP.
3
3 5
BRICK PAVEMENT
1'
2'-0.90"
2"
2" 2"
2'
2 CONCRETE FOOTING 3
CONCRETE FOOTING 70% COMPACTED SOIL
1 3
STORMWATER STRUCTURE SECTION 1"=3'
2 3
STORMWATER STRUCTURE FOOTING DETAIL 1"=3'
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THE LANDSCAPE IN MY EYES PHOTOGRAPHY AND HAND SKETCHING
TIME
LANDFORM
SPRING
BLOSSOM
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