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OWN ENGINEER ~ Q(
OWN 'ATTORNEY .Q.-----
Name:
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Telephone #:
Email address:
2009~10-1G JCM
TOWN OF WAPPINGER
~/Iy/tl Application for Public Access to Records
c}uG.s ~-o-FOIL REQUEST
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FOR DEPARTMENT USE ONLY
Date Received by Dept
Department Head approval:
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Date Applicant Contacted:
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Date FOIL fulfilled or denied: _ / _ / _
Closed by: U ~~ / Ch",~e~
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Date: ..!:L / !!L I !.1-
Notes: :s~ o..4b..~ci. \rl\.:v
Amount Due:
Pages for a total of $
~ -qheck here if you are .,
requesting that the records
be mailed to this address.
)-~---
Q..x.1
] request to be otified when 1 CBIl come to inspect the record(s).dest..ubc:d ubove
] request copi of the records described above and agree to pay the cost of such records in
accordance wi~ the fee schedule on the back of this application
J request that t1e ~cords be sent via e~mail to the address listed above
I request that t e records be faxed to the number listed above
; -'1 - I' (J >>-
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TOWN SUPERVISOR
Christopher 1. Colsey
TOWN OF WAPPINGER
SECRETARY
Inez Maldonado
TOWN BOARD
William H. Beale
Vincent Bettina
lsmay Czarniecki
Joseph P. Paoloni
20 MIDDLEBUSH ROAD
WAPPINGERS FALLS, NY ]2590
WWW.TO\VNOFWAPPINGER.US
(845) 297-4158 - Main
(845) 297-2744 - Direct
(845) 297-4558 - Fax
TOWN CLERK
Chris Masterson
HIGHWAY SUPERINTENDENT
Graham Foster
April 14, 2011
The Oliveri Family
207 Old Hopewell Road
Wappingers Falls NY 12590
RE: Sewer Connection
Dear Mr. & Mrs. Oliveri:
It was brought to my attention that you inquired as to the cost to connect your two (2)
properties to the municipal sewer system. Further, I understand you inquired as to the process
to be removed from the District if connecting was cost prohibitive.
In review of the district history with the Town Attorney, you petitioned the Town to become
part of the district through the former administration.
I enclose a letter from the Town Engineer in respect to the proposed cost to connect to the
district lateral and the expected cost to operate the pump(s). Should you move forward with
this connection, you must seek a private professional or contractor.
If you are seeking to be removed from the District, the cost would be quite extensive as it is not
solely done at the local level. The development of a district is a process coordinated between
the Town, County and State and can take many months. The cost to perform such action
cannot be absorbed by the Town or the District, rather would be a private expense. In addition,
the Town cannot guarantee the State will permit the action after considerable private expense.
I hope the above and enclosures provide you with sufficient information to determine your
course of action.
Christopher Colsey, Supervisor
Town of Wappinger
Cc: William H. Beale, Councilman-Ward 1
.
\..
iw...
MORRIS ASSOCIATES
ENGINEERING CONSULTANTS, PLLC
Elks Lane, Poughkeepsie, New York 12601 Tel: (845) 454-3411 Fax: (845) 473-1962
o 64 Green Street, Suite 1, Hudson, New York 12534 Tel: (518) 828-2300 Fax: (518) 828-3963
March 22, 2011
Town of Wappinger
20 Middlebush Road
Wappingers Falls, NY 12590
Attn: Supervisor Colsey
RE: Oliveri Properties
Old Hopewell Road
MA#W21105
Dear Supervisor Colsey:
Pursuant to Mrs. Oliveri's request, we have looked into the costs of connecting
Mrs. Oliveri's two (2) properties into the existing sewer laterals that were provided by the
sewer district.
The cost for connection for each property will involve the installation of a one (1)
horsepower sewer pump along with a storage tank and force main. The cost is
estimated at $10,000 per residence. We do, however, recommend installation of a two
(2) pump system.
In addition, I have enclosed a calculation sheet that shows the power usage and
cost for operating a one (1) horsepower sewer pump. The cost amounts to $1.08 per
month.
I also enclose a set of drawings from the phase 3A expansion that illustrates Mrs.
Oliveri's connection as well as specifications for the pump.
Please forward this information to Mrs. Oliveri as I told her this would be
forthcoming from your office. If you have any questions or comments, please contact
me.
RJG/cb
Ene!.
Ce: Michael Tremper, CAMO
Albert Roberts, Esq., Attorney to the Town
E:\documents\T Wappinger\a W2011 \W21105 Olivien'\costs for connection 3-22.11.doc
~
MORRIS ASSOCIATES, P.S., L.l.C.
Engineering Consultants
9 Elks Lane
Poughkeepsie, NY 12601
(845)-454-3411
FAX (845) 473-1962
JOB tJLI U fZJ
SHEET NO.
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* Dtscharge data imrJtJdes loss
1:hroL[gh check'w.dwe, which is
minimal.
NAOO5OP.01
General Features
The model OH071 or DR071 grinder
pump station is a complete unit that
includes: the grinder pump, check
valve, HOPE (high density polyethyl-
ene) tank and controls. The OH071 or
OR071 is packaged into a single
complete unit, ready for installation.
The DH071 is the "hardwired," or
"wired,. model where a cable connects
the motor controls to the level controls
through watertight penetrations.
The DR071 is the "radio frequency
identification" (RFID), or "wireless,"
model that uses wireless technology
to communicate between the Jevel
controls and the motor controls.
All solids are ground into fine particles,
allowing them to pass easily through
the pump, check valve and small
diameter pipelines. Even objects not
normally found in sewage, such as
plastic, rubber, fiber, wood, etc., are
ground into fine particles.
The 1.25-inch discharge connection is
adaptable to any piping materials,
thereby allowing us to meet your local
code requirements.
The tank is made of tough corrosion-
resistant HDPE. The optimum tank
capacity of 70 gallons is based on
computer studies of water usage
patterns. A single DH071 or DR071 is
ideal for one, average single-family
home and can also be used for up to
two average single-family homes where
codes allow and with consent of the
factory. This model can accommodate
flows of 700 GPO.
The internal check valve assembly.
located in the grinder pump, is cus-
tom-designed for non-clog, trouble-free
operation.
The grinder pump is automatically
activated and runs infrequently for very
short periods. The annual energy
consumption is typically that of a 40-
watt light bulb.
Units are available for indoor and
outdoor installations. Outdoor units
are designed to accommodate a wide
range of burial depths.
Operational Information
Motor
1 hp, 1,725 rpm, high torque, capaci-
tor start, thermally protected, 120/
240V, 60 Hz, 1 phase
Inlet Connections
4-inch inlet grommet standard for
OW\! pipe. Other inlet configurations
available from the factory.
Discharge Connections
Pump discharge terminates in 1.25-
inch NPT female thread. Can easily be
adapted to 1 .25-inch PVC pipe or any
other material required by local codes.
Discharge *
15 gpm at 0 psig
11 gpm at 49 psig
7.8 gpm at 80 psig
Overload Capacity
The maximum pressure that the pump
can generate is limited by the motor
characteristics. The motor generates a
pressure well below the rating of the
piping and appurtenances. The auto-
matic reset feature does not require
manual operation following overload.