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ORANGE COUNTY
BOARD OF COMMISSIONERS
ACTION AGENDA ITEM ABSTRACT
Meeting Date: May 6, 2003
Action Agenda
Item No. 9-b 1
SUBJECT: Authorization to Contract with Innovative Designs for Analysis of Septic System Options
at the Northern Human Services Center, Cedar Grove
DEPARTMENT: Purchasing and Central Services PUBLIC HEARING: (Y/N) No
ATTACHMENT(S):
Innovative Design Proposal
System Operational Information
INFORMATION CONTACT:
Pam Jones (919) 245-2652
Dave Stancil (919) 245-2590
Ron Holdway (919) 245-2360
Paul Thames (919) 245-2300
TELEPHONE NUMBERS:
Hillsborough 732-8181
Chapel Hill 968-4501
Durham 688-7331
Mebane 336-227-2031
PURPOSE: To consider authorizing the Manager to contract with Innovative Design to conduct an
analysis of alternative septic options at the Northern Human Services Center (NHSC) for an amount not
to exceed $3,630 in preparation for submission of a grant to the NC Energy Office
BACKGROUND: As the Board is aware, a task force lead by Commissioners Brown and Halkiotis have
met for two years to explore various development options for the Northern Human Services Center
(NHSC). The limited septic system at the facility was the primary obstacle to allowing greater use of the
building. In an item later in this agenda, the Board will consider acquiring land by which to expand the
system thereby allowing greater programming latitude at the facility. Although staff has proposed a
conventional septic system, an interesting alternative to this system was presented during a recent
discussion involving Commissioners Brown and Halkiotis and Mike Nicklas, the President of Innovative
Design architectural firm. Mr. Nicklas' firm is afront-runner in specifying environmentally sustainable
systems in buildings that they design as demonstrated by their work in several North Carolina schools
with which the Board may be familiar.
The system that Mr. Nicklas has proposed is essentially amini-eco system that treats the waste rather
than sending it into a septic tank. Although any wastewater treatment system proposed for the NHSC
would require bidding, the system Mr. Nicklas has referred to us as a point of reference for operation is
called the Living Machine. Information explaining the operation of the system from the company's
website at www.livingmachines.com is attached for your information.
Based on discussion among Commissioners Brown and Halkiotis and Mr. Nicklas, he has identified
several potential areas where sustainable design could be used at the NHSC. As you will see from the
attached proposal, they include the classifications of Energy, Water and Green Products and Systems,
with various subsections of potential projects under each. However, the focus for immediate
consideration is the item designated under Water as Task W3. It is our understanding that potential
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nnovat~ve e
si n
850 W. Morgan Street Raleigh, NC 27603 919-832-6303 Fax 919-832-3339
Apri127, 2003
Pamela Jones
Director of Purchasing and Central Services
Orange County
132 E. King Street
Hillsborough, NC 27278
Ms. Jones:
I look forward to the opportunity to work with Orange County on such a challenging as
well as exciting project. The sustainable goals put forth by your commissioners, for the
old Cedar Grove School, are wonderful. I would be very proud to be a part of making
them come true. I thank you for the opportunity.
The following presents a proposed list of optional strategies which Harshad Podia (with
Podia Consulting) and myself feel are opportunities which should be analyzed.
Depending upon your budget for this initial work, you could decide upon the level of
effort desired. In our very tentative review, we have also tried to place these option in
order in terms of relative potential benefit (both energy dollar savings and environmental
impact). We have also identified a fee associated with each item that would allow us to
analyze the particular item in relationship to the overall project.
To complete the following work we will, from an energy perspective, require that the
current building be input into a total building energy simulation program. To accomplish
this analysis we use the best program available -DOE II. To additionally simulate any
of the daylighting options, we use a program called DAYLITE which allows us to
simulate the daylighting contribution at numerous points within each individual room, all
day long, 365 days a year. To determine the actual projected lighting and cooling
savings, this DAYLITE program output is, in turn, input into DOE II, which accounts for
the savings occurring from the particular daylighting option in relationship to the other
building dynamics. To calculate the rainwater savings we will utilize a program
developed by Innovative Design, specifically designed for optimizing the size and design
of rainwater catchment systems.
The proposed analysis will determine, for each measure, the energy savings (in dollars as
well as btus), C02 savings, and nitrogen savings. This will be compazed to the projected
cost of each measure.
Living Machines. Inc. ~ The Living Machine®
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MlE ARE CUIhIIRNT{N tJNOER CONSTRUCTION.,.
The six-step process of ~~ ~~~ ~~~H~~E~~
the Living Machine® is n G
outlined here in order.
Living
adj. -exhibiting the life
or motion of nature.
Machine
noun - an assemblage
of parts that transmit
forces, motion, and
energy one to another
in a predetermined
manner.
"Unlike anything bom
of the Industrial
Revolution, Living
Machines~l have the
potential to organize,
repair and reproduce
themselves. They offer
a cheaper, cleaner,
chemical-free
alternative for
containing and
removing high-strength
waste."
- Blake Edgar, Pacific
Discovery Magazine.
Inspired by ecosystems as old as the earth itself,
Living Machines® naturally treat wastewater to reuse
quality.
Living Machines® accelerate
nature's own water purification
process. Unlike chemically based
systems, Living Machines®
incorporate helpful bacteria,
plants, snails and fish that thrive
by breaking down and digesting
organic pollutants.
Wastewater treatment takes place
through a series of differently
managed environments, a
diversity of organisms that eat the
waste in the water.
Living Machines, Inc. designs each Living Machine to meet each
individual client's needs and requirements. Living Machines®
typically treat wastewater with six different steps (reactors) or
ecologies.
A typical Living Machine®treats wastewater to advanced or tertiary
standards listed below.
Wastewater
Characteristics Units Effluent
Average BOD mg/L <10
Average TSS mg/L <10
Total Nitrogen mg/L <5
Oil and Grease mg/L <1
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Open Aerobic Reactor in the South
Burlington Living Machine®.
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Anaerobic Reactor
Wastewater flows from a client's facility into a basic anaerobic
reactor, much like a septic tank but with features designed to
enhance treatment. Without heating or mixing, this reactor acts
as a primary sedimentation basin. Solids settle and anaerobic
bacteria, which live without oxygen, feed on solids and wastes
in the liquids.
The anaerobic reactor is usually buried below grade. It is
covered and gases produced are passed through an activated
carbon filter when necessary to control odor.
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amount of oxygen is introduced to the environment and the
reactor is slightly mixed to enhance the growth of
microorganisms that convert nitrogen to nitrogen gas.
The reactor is mixed and has controlled aeration to keep the
contents in the anoxic and prevent anaerobic conditions. The
gas space over the reactor is vented through an odor control
device, usually a planted biofilter.
Settled biosolids from the clarifier (step__ 5) are recycled back
into the reactor along with nitrified process water from the final
open aerobic reactor (step 4). Attached growth medium is
placed in the compartment. This medium gives the bacteria
and microorganisms a place to attach themselves.
This reactor is designed to 'select' for the growth of floc-
forming microorganisms to remove a significant portion of the
incomino BOD.
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Clased Aerobic Reactor
The closed aerobic reactor is the first fully aerobic reactor in
the Living Machine. Aerators in the bottom of the tanks
bubble air throughout the tank, keeping everything mixed and
providing oxygen for our waste-eating microorganisms.
Gases from the closed aerobic tank are captured and passed
through a biofilter that traps and degrades the odors.
Generally, this biofilter sits directly over a portion of the reactor
and is planted with appropriate vegetation to help control
moisture levels in the filter material.
This reactor removes a large fraction of the BOD remaining in
the wastewater, it is where odorous gases are striped and the
nitrification process begins, i.e., converts Kjeldahl nitrogen
foroanic plus ammonia nitrogen) to nitrate.
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The open aerobic reactors represent the
'aerobic' portion of the Living Machine.
The surfaces of these reactors are covered with vegetation
supported by racks. The roots of the vegetation provide
surfaces for the growth of attached microbial populations that
assist in the wastewater treatment. The plants serve as habitat
for beneficial insects and organisms that graze on microbial
biomass.
The plants used to cover the open aerobic reactors include
tropical and sub-tropical species that have been tested and
found effective in treating wastewater as well as providing an
optimal habitat for the rest of the ecology.
These planted reactors are beautiful and make the Living
Machine feel like a botanic garden. Open aerobic reactors and
'polishing' reactors (step 6) set Living Machines® apart from all
other wastewater treatment systems.
These reactors reduce BOD to secondary levels and complete
the nitrification process. The size and number of these
reactors are determined by the required BOD reduction; and
design water and air temperatures. Removable fine membrane
air diffusers keep the contents completely mixed.
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In the claritier, the microbial communities, and any remaining
solids, are separated from the treated water.
Calm, non-aerated, water allows the remaining biological
solids to settle, then those solids are pumped back to the
closed aerobic reactor (step 3) where they are broken down
and metabolized further or are wasted to a holding vessel and
removed for disposal.
To achieve zero discharge, a reed bed is added to compost
the solids settled out of the wastewater in the clarifier. The
solids composted in a reed bed are removed every five to ten
years (depending on the size of the bed and the amount of
solids being treated) and often are used as a beneficial soil
amendment for gardeners.
The green surface you see in the clarifier is duck weed and/or
frog bit. This vegetation shades out the sun and keeps algae
from growing in the reactor.
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roilsntng Tllters ao the tmal 'cleansing' of the wastewater. In
these reactors wastewater is circulated through a combination
of different habitats that are home to diverse communities of
organisms which remove organic material and nutrients.
One to three polishing filters in a series are used to reduce
BOD, TSS and other parameters to meet the final discharge
requirements.
Provisions are made to back flush the medium periodically to
remove excess biological growth.
When the wastewater is discharged from the polishing filters. it
is suitable for reuse or for disposal into surface waters or a
reduced-area subsurface disposal system. Reuse options
include landscape irrigation, toilet flushing and vehicle
washing.
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