From: Supervisor
Sent: Thursday, May 04, 2017 4:35 PM
To: TownBoard
Cc: Sherri Crispell
Subject: FW: Sewage Units
Attachments: Attachment 2.pdf; Attachment
4.pdf
Follow Up Flag: Follow up
Flag Status: Completed
FYI. Some of the
more exciting things that we have to deal with.
Jason
From: Linda Woodard [lwoodard@cayuga-heights.ny.us]
Sent: Wednesday, May 03, 2017 4:48 PM
To: Ed LaVigne; dlh13@cornell.edu;
bgoodman@town.ithaca.ny.us;
Jason Leifer
Cc: Brent Cross; VCH-Trustees
Subject: Sewage Units
All,
I have received and
analyzed the water consumption data for 2016 to determine the average daily
sewer output per sewer unit. Brent and I have discussed the results and
are comfortable recommending a reduction from 324 to 200 gallons to our board.
I don’t think there will be any problem passing this change, but since it
is a change to a local law, we will need to schedule a public hearing prior to
voting on this change, which we will do at our May board meeting. Again I
don’t anticipate any problem with this.
That’s the good news.
Unfortunately that isn’t the whole story. The DEC inspected the WWTP at
the end of 2016 and found a number of deficiencies. We hired GHD to help
us address these issues and are in the process of correcting them. As
part of their analysis they looked at the amount of sewage being treated.
(See attached graphs). Our permit allows us up to 2 million gallons a day
averaged over a 30 day period; the design capacity of the plant is 5 million
gallons in one day and at 10 million gallons we would be floating away.
As you can see we currently
have a problem. Adding a couple of thousand new sewage units would
potentially raise the floor of this graph by 0.4 million gallons and cause us
to exceed our permit many more times per year. As a consequence I cannot
permit more sewer units than we have already committed to Ed (102 units) until
we find a solution.
But the problem isn’t sewage
water, it’s storm water. If you study the accompanying graphs and compare
them to the timing of the spring melt and/or significant rain events this is
readily apparent.
So we have two
choices, although I think we will eventually need to implement both.
Short term we need to reduce the amount of storm water coming into the
WWTP. I am hoping this will be sufficient to allow us to grant the 2000
sewer units that are being requested now. It will be also be a faster and
less expensive solution. Long term I think we will need to expand the
plant capacity, but that will take more time to plan and execute.
Brent met with your
engineers and all have agreed to fix or replace meters that measure the amount
of water flowing from your pipes to the WWTP. The first data came in this
week. We expect to use this data to determine where in the system we have
the most inflow and infiltration (I and I), so that we can fix the most
egregious problems in our municipalities. We are about to undertake an
inspection of our own manholes to see where leaking is occurring and tightening
them as a first step.
I think we can achieve
significant reduction in our I and I, but it is going to require time, effort
and resources to do it. I welcome your questions and suggestions.
Linda
Linda Woodard
Mayor—Village of Cayuga Heights
Marcham Hall
836 Hanshaw Road
Ithaca, NY 14850
Email: lwoodard@cayuga-heights.ny.us
Web:
http://www.cayuga-heights.ny.us/
Phone: (607) 257-1238 ext
103
Fax:
(607) 257-4910