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Toilet Use Objective: Greywater - Oregon State University · Figure 3: The final South Corvallis...

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Objective: Design and Install non-seasonal Greywater System at the South Co-Op Meet all City and State Requirements Water source Rainwater Hand washing sinks Rainwater Water Sink Toilet The Filter Brac Systems RGW-250 Picture Gallery Required Work Toilet Use Average of 810 Costumers/day 15% of costumers use the restroom About 100 gal/day water needed to flush toilets Hand Washing Sink Use Greywater from sinks can produce 31% (31 gal/day) of toilet water Figure 1: Public bathroom at the south Co-Op Figure 3: The final South Corvallis Co-Op Greywater Recycle Piping Schematic 6’ Total Roof Area = 1022 ft 2 Co-Op Roof 27.75’ 36’ Figure 2: The 1500 gallon rainwater encatchment tank 0 20 40 60 80 100 120 140 160 180 200 0 1 2 3 4 5 6 7 8 9 Rainfall (in/month) Month Accumlated rainwater (gal/dayl) Average monthly rainfall (in) ) Rainwater (gal/day) Figure 4: Rainwater volume in the tank throughout the year Figure 3: The monthly rainfall and volume of rainwater collected for reuse. 0 200 400 600 800 1000 1200 1400 1600 Volume of water in the Rainwater tank (gal) Month 1500 gallon Rainwater tank July – Sept. tank will be dry and city water will be needed to flush toilets IAPMO Certified and approved by the State of Oregon Automated valve system Automated chlorination Backflow prevention Pump and greywater storage tank Overflow valve Mesh filter Figure 5: A schematic of the filtration system Dave Eckert, Paul Cooke, Jason Blake-Beach, Peter Byrne, Todd Jarvis, and Dr. Phil Harding Acknowledgments Greywater: By Oregon Law, greywater is defined as water produced from hand washing sinks, showers, and washing machines. Permitting Oregon legalized greywater recycle in 2008 Greywater legislature (OPSC 08-01 through OPSC 08-04) Filed and received plumbing permits for both Brac and Rainwater tank Filed a flood plane development application Construct system housing Permit approval for housing Controls Outreach Gained access to plumbing through outer wall Compiled water inventory and produced water consumption model Repaired break in sewer line and installed tee fitting for Brac overflow Obtained three city plumbing permits for greywater system. Installed Brac System and Sump Figure 7: System Housing The Team: Brittany Park, Dennis Petersen, and Jon Isaacs Accomplishments Left to right, top to bottom: a) Camera sewer line inspection b) The open Co-Op wall c) Connecting overflow into main line d) Installed greywater system Hand Washing Sinks High Daily Volume 60 gal Low Daily Volume 20 gal Average Daily Volume 31 gal Toilet Use High Daily Volume 120 gal Low Daily Volume 45 gal Average Daily Volume 96 gal Daily estimates obtained from flow monitoring used to size Brac System
Transcript
Page 1: Toilet Use Objective: Greywater - Oregon State University · Figure 3: The final South Corvallis Co-Op Greywater Recycle Piping Schematic 6’ Total Roof Area = 1022 ft2 Co-Op Roof

Objective: • Design and Install non-seasonal Greywater System at the South

Co-Op

•Meet all City and State Requirements

Water source

Rainwater

• Hand washing sinks

• Rainwater

Water Sink • Toilet

The Filter Brac Systems RGW-250

Picture Gallery

Required Work

Toilet Use

Average of 810

Costumers/day

• 15% of costumers use the restroom

• About 100 gal/day water needed to

flush toilets

Hand Washing Sink Use

• Greywater from sinks

can produce 31% (31

gal/day) of toilet water

Figure 1: Public

bathroom

at the south Co-Op

Figure 3: The final South Corvallis Co-Op Greywater Recycle Piping Schematic

6’ Total Roof Area = 1022 ft2

Co-Op Roof

27.75’

36’

Figure 2: The 1500

gallon rainwater

encatchment tank

0

20

40

60

80

100

120

140

160

180

200

0

1

2

3

4

5

6

7

8

9

Ra

infa

ll (

in/

mo

nth

)

Month

Accumlated rainwater

(gal/dayl)

Average monthly rainfall (in)

)

Ra

inw

ate

r (g

al/

da

y)

Figure 4:

Rainwater

volume in the

tank throughout

the year

Figure 3: The

monthly

rainfall and

volume of

rainwater

collected for

reuse.

0

200

400

600

800

1000

1200

1400

1600

Vo

lum

e o

f w

ate

r in

th

e

Ra

inw

ate

r ta

nk

(g

al)

Month

• 1500 gallon Rainwater tank

• July – Sept. tank will be dry and city

water will be needed to flush toilets

• IAPMO Certified and approved by

the State of Oregon

• Automated valve system

• Automated chlorination

• Backflow prevention

• Pump and greywater storage tank

• Overflow valve

• Mesh filter

Figure 5: A schematic

of the filtration system

Dave Eckert, Paul Cooke, Jason Blake-Beach, Peter Byrne,

Todd Jarvis, and Dr. Phil Harding

Acknowledgments

Greywater: By Oregon Law, greywater is defined as

water produced from hand washing sinks,

showers, and washing machines.

Permitting • Oregon legalized greywater recycle

in 2008

• Greywater legislature (OPSC 08-01

through OPSC 08-04)

• Filed and received plumbing permits

for both Brac and Rainwater tank

• Filed a flood plane development

application

• Construct system housing

• Permit approval for housing

• Controls

• Outreach

• Gained access to plumbing through

outer wall

• Compiled water inventory and

produced water consumption model

• Repaired break in sewer line and

installed tee fitting for Brac overflow

• Obtained three city plumbing permits

for greywater system.

• Installed Brac System and Sump

Figure 7: System

Housing

The Team: Brittany Park, Dennis Petersen, and Jon Isaacs

Accomplishments

Left to right, top to bottom: a) Camera sewer line inspection b)

The open Co-Op wall c) Connecting overflow into main line d)

Installed greywater system

Hand Washing Sinks

High Daily Volume 60 gal

Low Daily Volume 20 gal

Average Daily Volume 31 gal

Toilet Use

High Daily Volume 120 gal

Low Daily Volume 45 gal

Average Daily Volume 96 gal

Daily estimates obtained from flow

monitoring used to size Brac System

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