007
...
..
PAGGI & MARTIN
Consulting Engineers & Land Surveyors
C07
54-56 Main Street
Poughkeepsie, New York 12601
914-471-7898
914-471-0905 (FAX)
RECEIVED
VIA FAX & MAIL:
January 30, 1997
FEB 0 3 1997
ELAINE SNOWDEN
TOWN CLE'RK
New York State Department of Health
Bureau of Public Water Supply Protection
2 University Place, Room 410
Albany, New York 12203
Attention:
Michael E. Burke, P.E., Director
Pre-Application Request for Financial Assistance
Drinking Water State Revolving Fund (DWSRF)
Town of Wappinger Public Water Supply Systems
Dutchess County, New York
Reference:
Dear Sirs:
Pursuant to your Pre-application Package of November 25, 1996, the
Town of Wappinger hereby expresses its intent to participate in the
Drinking Water State Revolving Fund (DWSRF) for the fiscal year 1997.
Enclosed for your records are the following:
1. Project Overview Narrative
2. Pre-Application Form
Please be advised that this office is currently in the process of compiling
pertinent data to complete the Priority Ranking System for the Intended
Use Plan (IUP). Said data will be transmitted to your office as soon as it
becomes available.
If you have any questions or require additional information, please feel
free to contact this office.
Thank you for your consideration in this matter. The Town of Wappinger
looks forward to participating in the DWSRF.
1
(V~rv. truly YO~__ .
--) ~.rWI(1
/ ph E. Paggi, Jr., P.~.
PJP/JEP:law
Enclosure
cc: Town of Wappinger, Town Board, Attn: Constance O. Smith
Town Board
Ann Buckley, Town Comptroller
Albert P. Roberts, Esq.
Michael Tremper
Joseph E. Paggi,Jr., P.E.
Ernst Martin, Jr., P.E., L.S.
@ p"n/t!d on ,t!c:yc:Jt!d papt!I
..
SYSTEM OWNER:
SYSTEM CONTACT:
CONSULTING ENGINEER:
SYSTEM NAME:
POPULATION SERVED:
PROJECT DESCRIPTION:
PROJECT OVERVIEW
Town of Wappinger
Constance O. Smith, Supervisor
P.O. Box 324, 20 Middlebush Road
Wappingers Falls, New York 12590
(914) 297-2744
Camo Pollution Control, Inc.
1910 Route 376
Wappingers Falls, New York 12590
(914) 463-7310
Paggi Martin Consulting Engineers
Joseph E. Paggi, Jr., P.E.
54-56 Main Street
Poughkeepsie, New York 12601
(914) 471-7898
o Central Wappinger Water Improvement (CWW)
- Hilltop Waterworks
- Rockingham Waterworks
- Ardmore Water
o North Wappinger Water Improvement (NWW)
- Atlas Waterworks
- Myers Comers II Water
- Cranberry Hills Water
o Oakwood Water District
o Fleetwood Water District
o Wappinger Park Water Improvement
22,100 (85% of 1990 Census Total Population)
The intent of this project is to consolidate numerous existing satellite water systems in the
Town of Wappinger and incorporate them with a major new source of supply (ie: the
Atlas Well field). It would also rehabilitate existing system components and provide
major new infrastructure improvements. The resulting new service area would then
be capable of providing safe, stable source, treatment, delivery and storage capacity.
Page 1 of3
PRO.TECT NECESSITY:
The project would entail the reconstruction of five (5) new gravel pack type wells at
the Atlas Well field, and one (I) new gravel pack type well at the Rockingham Well
field. New well pumps and controls would be installed in a total of nine (9) wells (ie:
the five (5) new Atlas wells, the one new Rockingham well, and three existing wells
at the Hilltop Well field).
Approximately 42, 400 linear feet of various diameter ductile iron pipe transmission
and distribution mains would be constructed to interconnect all existing satellite water
systems and new system components. Lines would be sized to provide adequate line
pressure to all potential users, and would include booster stations and pressure
reducing valves.
A new 2.16:t MGD Filtration Plant would be installed at the Atlas Well field (new
source) to provide iron and manganese removal. Chlorine Detention facilities would
be installed at all source points (i.e: Atlas Well field, Hilltop Well field and
Rockingham Well field).
A new four million gallon Storage Tank (Hilltop tank) would be installed, including
all necessary controls and telemetering, and new altitude valves would be installed on
all storage facilities .
The project, when complete, will rehabilitate existing infrastructure and develop a major new
source of potable drinking water. The existing satellite systems to be consolidated
under this proposal have a long, documented history of inadequate and unreliable
source capacity which have culminated in numerous instances of Town of Wappinger
declared emergency drought conditions.
As such, the project can be viewed as a mitigation of numerous existing inadequacies
and public hazards which when complete, will deliver potable water service to
approximately 85% of the Town of Wappinger in compliance with applicable
Federal, State and Local health standards, and prevent future violations of standards.
The project will also allow for the safe and environmentally sound development of
numerous large parcels of residential land currently slated for development, but
which are lacking in potable water service capabilities.
Page 2 of3
PROJECT COSTS:
Preliminary cost estimates are as follows. Proposed Contracts have been divided into
source, distribution, treatment, and storage categories.
Contract 1 - Source:
o Atlas Well (5 @ 60,000 Ea.). . . .
· Rockingham Well (1). . . . . .
o Well Pumps/Controls. . . . . . . .
(9 @ 125,000 Each)
Contract 2 - Distribution:
o Dedicated Tank Line (18500 @ 125). $
· Myers/Henry (4500 LF @ 175/LF). $
· Middlebush/Old 9 (6600 @ 190/LF) $
o Old Hopewell (4000 LF @ 175/LF). $
o MacFarlane (3600 LF @ 150/LF). $
o Route 9 (6500 LF @ 190/LF) . .. $
o Smithtown (3000 LF @ 175/LF) .. $
o Losee (3500 LF @ 150/LF) . . . .. $
o Booster stations (1 @ 150,000 EA). $
o Pressure Reducing station. . .. .$
o Myers Corners (4200 LF @ 175/LF) . .$
$
Contract 3 - Treatment:
o Atlas Filtration Plant (2.16 MGD).
o Atlas Chlorine Detention . . .
o Rockingham Chlorine Detention.
o Hilltop Chlorine Detention . .
Contract 4 - StoTal!e:
o Cedar Hill storage (0.3 MG). . . . $
o Hilltop storage (4 MG) . . . . . . .$
o Telemetering/Controls'. .... $
o Altitude Valves. . . . . . . . . . $
$
$ 300,000
$ 50,000
$ 1.125.000
$ 1,475,000
2,313,000
788,000
1,254,000
700,000
540,000
1,235,000
525,000
525,000
150,000
100,000
735.000
8,865,000
$ 2,500,000
$ 250,000
$ 100,000
$ 150.000
$ 3,000,000
250,000
2,200,000
250,000
100.000
2,800,000
SUBTOTAL ($16,140,000)
+ Contingencies @ 10% $ 1,614,000
TOTAL ESTIMATED CONSTRUCTION COST $17,754,000
FEES@2S%
+ Planning Fees (3%) . . . . . . . .
+ Design Fees (12%). . . . . . . . .
+ Construction Management (8%) . . .
+ Legal Fees (1.75%) . . . . . . . .
+ Bond Counsel (0.25%) . . ...
$ 532,620
$ 2,130,480
$ 1,420,320
$ 310,695
$ 44.385
$ 4,438,500
SUBTOTAL $22,192,500
+ EFC Issuance Costs @ 3% $
665,500
$22,858,000
TOTAL ESTIMATED PROJECT COST
Page 3 of3
..
~ ,.~
~
::
C
ClJ
:S
::::
c
~
i
!l
~:::~
....=B~
c:$ 1: 0:-:
"":f.,;-
-~~
~ --
~ o~ ~
~ E: ~
-Q.,Q
-
.~
=:
CI.l '"
:> -;
~ .s~
~ ~~
= ~ ~~
:: I; Q
~ '" u ~
Q 0-
=O~"O<:;
C ,. ="-
-. . -< -.l
~.s",;"
Q .... -= .....
> = - ~
~ ~ ~::::.
,.."" -- - :::
- 'Q."ti ~
'" c.l:f.l-
~--Q.,
-...... ~ ~
= I '" ..,
:> ~";':::::J
;;> '" r. ~
=oQ.c=-~
= t'~
- = ~
.:a:: = ::
= -::..:::
-. =...
'" -....
Q ~~
r.
CI.l =-
~
z
o
o
o
H
H
en
~
e
8
00
L()
00
en
~
~
i I~
l~~
og _. ~
~ ~~
;:- ~ ~
- ~ (l)
~ 0)
~ ClJ c:
- ~or-l
~. ....
:: 8,
~ I:S ru'
j.:!~
~ ..
~ t3~
:g- .p
:: (l)
~ (l)
.....,
~
N
N
..
1
o
~
~
~
en
ru
.....,
;t!
~
z
~
~
~
1fr-
...
Q.,
~
~
;.: ..
~ ~ S 5
- ;; ~ "':;:
<5 ~ao~
:::... '"
~ ~ ~
<:;~ Q
~;::;; t
'Q> .~
~ E:
~ Q.,
g~g
00
~jti
~oo
..
r-i 00
toO .. ..
..
';
~
ra
~
~
<:
~
e
~
5
.r-!
+J +J
(l)& j ~
B ~ m ~
'~~1~
~, ~ ~ ~ ~
ru
~
(l)
c:
:2
'E
ru
::i
::
:::
~
ii:
'"(
~
..
~
..,
~
~
~
~
=s
..
~
...
~
-:::
o
~C'l""';
000
000
000
.. .. ..
000
oo~
000.....,
... .. ..
C"1N\O
r-i
.. .. ..
~
~j .....
J ~ ~
!! : .S
II .!! :i
:! ~ ~
o 0
N 00
\0 ~
.. ...
N 0
M C"1
L() r-i
N
.. ..
::
.::
:: ~
~ Of!
J :
~ ~
o
N
M
.
o
N
~
r-i
L()
0"1
\0
..
o ~
r-i ~
M
L()OOOOOOO
00 0
M 0
..
~
r-i
\0
o
o
L()
..
N
0"1
.. ~
N
N
..................... .,.:
r-i
:t
~i J j
t:: I:J '"
~ s ~
....
ClJ
~
~
...
~
-
I:S
:::
.... .
'"
'"(.
:t
a
J
"
~
..
l:
~
2
~
S 1 i
! ~ ~~..
a e
~ i ~
rjp
o
r-!
~
II
~
Ijl
.
~
en+J
c:en
88
~ au
.. .
3 II
s: d
I:l :;j :!
~ ~~ ..=
~ l:"
~ ~Q .::
... Q QC ...
! ~;:a" ~
i i~ ~
~ Q::::' -..e
~I ~I ~I ~I ~I ~I ~I 8/
1 ~l ~l ~ ~ ~l ~l ~l
l l l l l l l l
~
..
...
~
"
:::
..
~
<:l
.:!!
~
..
~
~
...
~
.s
~
..
~
-
-s
.::z
'=l
~
~
..
~
~
::::
e
i-
a
~
.!
CI'j
..
os
~
..
~
~
..
'S~
.!~
I::~
~~
o::at
~;::.
9,.....
'r.:.:
~~
Ii ~
~~
co,o::a
...;
~
en .
~~
(l)
~
or-! ~
s~
..c ~ 001 .~ or-! ~I:gj
+J~L() +JruOOO"l
08 1=:i ~ M ~ ~ ~
c7.l " ~ r-ilr-!f
+, ~ ~ ~I "'"'!;; !;;
8 2 ~ ~ .S m ';1';
r-! en ru 0 r-i r-!
...c:~~ ~t"j0"l0"l
N8r-!r-i
N 0"10"1 ;.: :.:=-==-=
.. ~ s ~ ~
~~=-==-= ~..,
ClJ '" .5 ~ 5 toe:;
C: S ~ r~ ~ Q., -.c:
.~ :: ~ - ,:; -
~a;:,:: .....tj
.. - ~s
.S ii: ... -
~~ id
::: ~ ..,
t~ a
~
"-
-
.:!!
9-
a
...
~
...
j
'a
S
...
~
.....
.:.:
~
e
~
o::a
~
Ii
i:
~
'"
~
..
~
~
1:
Q
~
]
r:
'5
~
~
Ii
oQ
~
...
:i::
~
~
:0.;
~
~
:2
I::
"
Ii
::t
..
~
I::
~
o::a
.s
e
"
.;
i:
~
'"
::
-
.!
=
Ii
I::
l
'"
I::
"
-
o::a
~
~
!
~
""
~
oQ
a
i:
1:1
~
..:.;.
-::!.
~
E
"
Q"
:;.
,
..
"
..
"
r:
~
o::a
..
~
r:
oS
~
i:
o::a
..
oOIe
~
..,.
~
.:.:
~
e
~
o::a
~
r:
o::a
i:
~
'"
~
..
~
~
o::a
S
..
"
~
~
Ii
..
~
Q"
~
Ii
oQ
::t
co,
lri
i:
~
.,.
..
::::
~
o::a
Ii
oS
E
~
~
.s
~
E
oQ
~
'Ci
~
"
"
..
e
Q"
~
..
~
Q
.s
I::
~
..
~
..
I::
a
1:
1:1
~
"
i:
Q
'::
..
S
..
r:
a
~
.:!!
~
a
Clli
o
o
L()
..
L()
\0
\0
o
o
o
.
(Xl
l()
00
.
N
N
..
r:JP
M
:!
=
,S
10;
a
~
..
"
Ii
'l:
-
.!
.:
:;
a
1:
~
e
...
"a-
lA
...
~
~
I!
"~
~
I:
"
l2
II
...
~
!
.:l
~
9
"
~
.
~
Q
:<: