OFFICIAL
MINUTES
SPECIAL
WORKSHOP MEETING
HAYDEN
AREA REGIONAL SEWER BOARD
November
14, 2013
The Workshop Meeting of the Hayden Area Regional Sewer Board was held on
November 14, 2013, in the City of Hayden Council Chambers at 8930 N. Government
Way, Hayden, ID.
Roll Call was then taken:
City of Hayden- Stefan Chatwin-present
Hayden Lake Recreational Water and Sewer District- Todd Walker-present
Kootenai County- Dan Green- present
Also
Present: Ken Windram,
Hayden Area Regional Sewer Board-Administrator; Stephanie
Oliver, Hayden Area Regional Sewer Board-Secretary; Paul Klatt, J-U-B
Engineering
The
meeting was called to order by Dan Green, Chairman at 3:00 p.m...
Joint
Powers Agreement (JPA) Discussion Items:
The
workshop meeting for the committee was started by reviewing the minutes from the
previous August 22, 2013 workshop meeting, and discussing any issues that came
forth from the entities: A point of
discussion was on whether once the entities have approved the fiscal year
budget, does the Board need to go back to the entities for major purchases that
were approved with the budget. After
discussion, it was decided that if the entities approve the budget then the
entities have already approved the purchase of the item.
Equivalent Residence (ER):
See the
discussion below from the last workshop meeting August 22, 2013, from this
discussion we determined that we needed to bring in an engineer.
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(Minutes
from 8-22-2013 Workshop Meeting)
One
equivalent residence is referred to as an “ER” shall be defined as the
wastewater treatment capacity [another
name could be Wastewater Availability
Charge (WAC)]
from one typical single-family residence, all residential users must purchase at
least one “ER”. The wastewater treatment capacity from one typical single family
residence is __________ (200) gallons per day, _______ (0.43) pounds of
biochemical oxygen demand (BOD5) and _________ (0.43) pounds of
{TOTAL} suspended solids (SS) {TSS} per day.
The
monthly charge shall be based on 6,000 gallons per month. (200 gallons per day
times a set monthly average at 30 days.)
Industrial Users: Industrial user shall have a minimum of one ER. Industrial
user with flows higher than 200 gallons per day or 6,000 gallons per month shall
purchase more than one ER’s.
An industry flow rate above one ER will pay for extra wastewater treatment
capacity based on the following formula: _________________________________
Industrial User: With higher BOD or TSS shall pay a higher fee for wastewater
treatment. The higher fees shall be based on the following:
Industrial User BOD x Factor x Flow Rate:
Industrial User TSS x Factor x Flow Rate:
Discussion: ER use needs to be uniform across the Board, discussion occurred on
this issue regarding what is an ER... It was discussed that we have an
engineering recommendation for the numbers and place it in a reference table
that can be changed if needed depending upon what the plant needs, and not have
it as part of the JPA.
WU=ER
(Equivalent Residence) - Wastewater single use (wastewater treatment capacity
from one typical single family residence).
The reference table was discussed and will be on a future agenda with
engineers (including BOD, TSS, and gallons)
Agreement: Wastewater Single Use (WU)’s will be uniformly adopted by each entity
that participates. All users will purchase a minimum of one WU, which is defined
as wastewater from one typical single family residence. Users in excess of 1 WU
for residential or industrial purposes will be referred to the reference table.
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(Continuation of 11-14-2013 Workshop Meeting Minutes)
Ken
Windram discussed that since our last meeting, engineers and staff
have had discussions on where our gallons
per day or gallons per months should be (flow factor) vs. selling an ER.
Paul
Klatt discussed what is currently happening with the facility, and how the
facility plan and the design look at the facility and flow.
The
plant currently has an annual average flow per ER of 160-165 gallons per day (gpd),
for a plant annual average flow of 1.2 mgd. It has peak daily flows at the
treatment plant of 225 gpd or 2.0 mgd, and peak weekly flows and monthly flows
of 185 gpd or 1.5 mgd.
H-
Station Peaking Factors for example are:
H-1
1.6 to 2.0
H-1 D
2.5 to 3.3
Discussion occurred on whether we should charge by ER or by Flow Factors for the
Non-residential user as well as the Residential Users, and what a change of the
definition of the flow per ER does to the financial plan, and Facilities plan.
The facility plan was based on the flows and loads of the treatment plant but
the 200 gpd/ER is the factor for the CAP Fee and financial plan.
The committee discussed that the plant needs to be able to handle the peaks, but
if we lower the gpd then we would have more ER’s available for sales, would have
a lower CAP fee, and expansion ultimately would not need to be as great.
The Committee after debating back and forth feels that we need to move to a flow
based versus equivalent residents based.
So after much discussion the following chart was agreed upon:
Wastewater Unit (W.U.)
1 W.U.
1,000 gallons per month
$1400
Non-Residential-Min
3 W.U.
3,000 gallons per month
$4200
Household-Minimum
6 W.U.
6,000 gallons per month
$8400
Agreement: Wastewater Unit (WU)’s will be uniformly adopted by each entity that
participates, as 1000 gallons. All residential users will purchase a minimum of
six WU’s. Non-Residential will
purchase a minimum of three WU’s from HARSB with a WU incremental flow being
1,000 gallons (i.e. 4001 gallons to5000 gallons is
5WU’s), each entity can set a minimum above this amount and the actual CAP Fee
will be determined by flow for each non-residential user.
For a
Future Meeting:
WU’s O &
M Charges
Committed ER Capacity
Litigation-Defer to Attorneys
Mandatory Annual Adjustment on the Capacity ER’s?, Sewer Service (O & M)Charges,
Replacement Fund
Expansion Issues
Termination/Arbitration/HARSB Future Provisions
Other
Ideas and Needs as they develop in the Workshops…
Meeting
was adjourned at 5:00 p.m...
Daniel
H. Green, Chairman
Stephanie Oliver, Secretary