Department
of Civil & Environmental Engineering, Northern Arizona University,
Flagstaff, AZ 86011
The
final design will consist of a STEG (Septic Tank Effluent Gravity) system with
constructed wetlands. The design
incorporates five public use facilities located within the community. Each facility will include restrooms, sinks,
and showers and will be located near community and residential centers. With each facility, a septic tank (or
interceptor tank) will be added for primary treatment purposes. The clarified effluent will be piped to
constructed wetlands at lower elevations near the community. After treatment in the wetlands, the
effluent is dispersed into the soil for further filtration and eventually into
the ocean.
Septic
tanks located directly next to each facility will remove 75% of suspended
solids in the system, as well as initially lowering the BOD from 300 mg/L to
130 mg/L. The wetlands reduce the BOD
an additional 85% down to 20 mg/L. The
facilities will feed clarified effluent through a 2” sewer pipe to the 4” main
line. The wastewater is then
transported by gravity down to the wetlands.
Three
cells of 70 ft x 25 ft will provide sufficient hydraulic control. The first two cells will be lined with a
clay or synthetic liner to prevent seepage of contaminants. The third cell will not have a liner and
allow for effluent dispersal into the ground for further treatment as well as
groundwater recharge. Filter media in
the wetlands will consist of rounded stone at the inlets and outlets with the
remainder being course sand. Local vegetation such as bulrush, reeds,
cattails, and mangroves will help transport oxygen deep into the media. This final effluent is compliant with EPA
standards for discharge into the environment.
The community of
Policárpo is located on the Honduran island of Roatán. Most houses are
currently without electricity or bathroom facilities, which is the leading
cause of poor sanitary conditions in the community. The Roatán Design Group will develop a
wastewater management system design, with the aid of the EPA Design Guide, to
improve the existing sanitary conditions of the community. In January 2009, a site visit was conducted
by our team to collect data on the soil and surface water characteristics,
topography, local culture, and design alternatives. The design incorporates a septic system to
settle out solids, with a constructed wetland for treating the effluent. However, due to lack of space and the high
cost of land on the island, the client is provided with an alternate system
design, which implements a self-contained treatment system.
Current
housing conditions in Policárpo are subject to available materials people can
find on the island. Many houses use
bags of cement as foundations, and keep their houses wrapped in tarps until
they can find enough wood to cover the outside. Most houses now have piped drinking water
available which they can store in case of
power outages. Rainwater
collection is common during the wet seasons and is stored in collection
barrels. Few homes have bathroom
facilities adequate for the amount of people using the facilities, and consist
of an outhouse in the back attached to a large cesspit. The lack of regulated facilities diminishes
the water and soil quality of the entire area.
Water-borne
illnesses and deaths have been reported throughout the community. Surface water samples came back positive for
E-coli, fecal coliform, and several other contaminants. After installation of a wastewater treatment
system, we project these contaminants will diminish along with water related
illnesses.
The constituents
in the runoff are currently damaging the 2nd largest barrier reef in the world. If the reef continues to be harmed, the
amount of tourism on the island will drop and the economy will be greatly
impacted. With the proposed wastewater
treatment system in place, the pollutant level will be reduced and effects on
the oceanic ecosystem will be minimized.
Sponsors: Ron & Jamie
McDonald, Henry & Frances Zittrower, Mike Hayes, Living Water 4
Roatán.
Faculty/Advisors: Dr. Paul Trotta, P.E., Dr. Joshua Hewes,
P.E., Dr. Wilbert Odem, P.E., Dr. Bob Shinham, P.E.
Burkes, Bennette D., and Mary Margaret Minnis, Onsite Wastewater Treatment Systems. Hogarth House Limited 1994.
Del Porto, David, and Carol Steinfeld. Building the EcoWaters Twin-Bin with Net Composting
Toilet System. EcoWaters Projects,
2005.
Del Porto, David, and Carol Steinfeld. Installing the EcoWaters Net-Drum Composting Toilet
System. 2nd ed. EcoWaters Projects,
2005.
Methods, Haestad. Wastewater
Collection System Modeling and Design.
1st ed. New York: Haestad P, 2004.
Metcalf & Eddy. Wastewater
Engineering: Treatment and Reuse. 4th
ed. New York: McGraw Hill, 2003.
Nathanson, Jerry A. Basic
Environmental Technology Water Supply, Waste Management & Pollution
Control (5th Edition). 5th ed. Upper
Saddle River: Prentice Hall, 2007.
"Septic Field Size Determination Methods - Septic
Systems Design, Inspection, Testing, & Maintenance - detailed how to
information - an online textbook - Chapter on Septic Absorption Field Size -
drain fields, leach fields, etc." InspectAPedia
Building & Environmental Problem Diagnostic & Repair Encyclopedia. 9 Mar. 2009
<http://www.inspect-ny.com/septic/fieldsize.htm>.
U.S. Environmental Protection Agency. Design Manual: Constructed Wetlands and Aquatic Plant
Systems for Municipal Wastewater Treatment. Vol. 625. Ser. 022. 1988.
U.S. Environmental Protection Agency. Onsite Wastewater Treatment Systems Manual. Vol. 625. Ser. 008. 2002.
Due
to the difficulty of obtaining land on the island, the group designed a second
option. Community facilities will
still be installed, but aerobic digesters will be utilized in place of septic
tanks and constructed wetlands. Aerobic
digesters will be able to remove the high BOD concentrations before
discharging the effluent into the soil without requiring a large
footprint. These systems are more
expensive and require more maintenance than the constructed wetland, but are
effective in the overall treatment process.
Future
involvement in Policárpo will bring a better quality of life to the
community. Upkeep with trash
collection, roadway repair, and erosion control are all substantial projects
which need to be addressed. One of the
biggest factors is community education.
Currently a community center is underway, which will help provide
general community education and strengthen responsibility for the system.
The
Roatán Design Group completed an efficient and convenient system design for
the community of Policárpo. This system
is easily maintained and can be expanded to accommod-ate additional
communities. Local vegetation in the
wetlands will provide an aesthetically pleasing and environmentally integrated
system. The public facilities will be
easily accessed from several locations within the community and will improve
the overall sanitary
conditions. Education is a key factor in the project’s
success. The residents of Policárpo
should be involved in the system installation so they develop a sense
ownership and responsibility.
Laura Langdon,
Stephanie Lindstrom, Michael Martuscello, & David McDonald