The implementation cost of the constructed marsh consists of the cost of materials for the installation. Table 1 presents the materials needed, amount of each, price, source and location of the materials. These materials have been selected based on local availability, environmental considerations, and are best suited to the final greywater system design.
The implementation cost of the constructed marsh consists of the cost of materials for the installation. Table 1 presents the materials needed, amount of each, price, source and location of the materials. These materials have been selected based on local availability, environmental considerations, and are best suited to the final greywater system design.
The Greywater Island project is a propposed greywater treatment system for the Samoa Cookhouse and Hostel. As part of the sustinable operations of the Hostel, the greywater Island functions as the largest implemented greywater treatment system in the restored facility. The greywater system was specifically designed under a criterion that would fulfill CA state water quality standards, generate optimal functional capacities and require minimal maintenance and cost. the implemented greywater system was rendered by means of a custom made sizing calculator and graphical models of the design.
Introduction
The historic Samoa Cookhouse will be the new host of an alternative lodging hostel where guest can engage in educational modules and experience the features and functions of sustainable design. The renovation of the Samoa Cookhouse hostel became a collaborative project in which Humboldt Bay Center for Sustainable Living and Danco took part to exemplify the resourceful opportunities available by restoring available structures using sustainable principles.
Criteria
Operating greywater treatment system must fulfill California greywater quality standards.
Treat optimally maximum water load.
Require minimum maintanance to maintain optimal performance.
Exceed no more than $75 allowed per student.
Create a landscape for biodiversity.
Greywater Treatment Design
Pretreatment
Greywater produced inside the Hostel is routed through new 4” piping and exits the building
Settling Tank behind Cookhouse
parallel to the existing backwater sewage lines in the south rear of the building. Treatable greywater sources include the wastewater from the upstairs bathroom sinks, showers, and laundry washing machines. The new greywater lines and the blackwater lines are separated by a three way diverter valve. This valve allows an operator to divert greywater for treatment in the system or handled as backwater and sent through the existing sewage lines.
Primary
The direction of water flow is clearly marked for safety purposes. Flow will need to be diverted for reasons including: seasonal marsh flooding, maintenance, and emergency services. Greywater which will be treated by the system passes the three way valve and flows into an 8000 Liter septic tank converted into a settling tank. The tank is located away from the paths of maintenance vehicles, existing plumbing, emergency water lines, and is easily accessible when service becomes necessary. The purpose of the tank is to provide optimum conditions for the settling and retention of suspended solids in the greywater. This is a physical treatment process. The settling tank regulates flow producing uniform effluent. Tank sizing accounts for surge conditions and is capable of treating the maximum load of the building. Greywater retention time in the settling tank is less than 24 hours as per California Code. Water leaving the settling tank is routed between the ground and the first floor of the Samoa Cookhouse. This under floor space allows for optimum grading and promotes better flow for a more effective system. The water from the settling tank is routed directly into the Horizontal Flow Constructed Wetland.
Secondary Treatment
Filtering of F.O.G follows secondary process that allows for further removal of contaminants by means of biological filtration. Nutrients are absorbed and decomposed by sequential filtering processes accommodated by planted mycrophyte roots. Water is directed away from the tank and into the subsurface wetlands through a 4-in pipe to allow maximum flow. Water diffuses through gravel and sand followed by a groundwater flow down a decreasing grade of 1in/ft across the length of the horizontal bed, approximately 24ft. Retention time allowed for the treatment is an approximated 3.5 days for a maximum load of 3,257 gallons a day.
Effluent
As the water exits the subsurface marsh, it is leeched out to the surrounding area. Once leaving the marsh the effluent will be within the legal standards for the constituents in the water. BOD and other constituents will be significantly removed and once the water enters the leach field a 300 ft layer of sand will contribute to further removal of BOD, Nitrogen, Phosphorus, and TSS. The leach field is also oriented to meet all greywater standards for greywater discharge. The leech field will be farther than 5 ft from any buildings and at least 100 ft from any lakes or streams. The effluent will also be 100 ft from the public water main. The location of the leech field will also be optimal for filtration of the effluent because of the 300 ft layer of sand.
Sizing CalculatorSizing Calculator
As part of the final design of the greywater system, we created a calculator used to size the component of the system. The calculator takes into account water usage, water quality, tank and wetland sizing. The calculator was used for specific sizing of the Samoa Hostel system, however, by changing the parameters, its can be adapted to almost any greywater system of this type.
The implementation cost of the constructed marsh consists of the cost of materials for the installation. Table 1 presents the materials needed, amount of each, price, source and location of the materials. These materials have been selected based on local availability, environmental considerations, and are best suited to the final greywater system design.
