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Page 20 January 2, 2008 Spotlight Newspapers<br />
LEGAL NOTICE LEGAL NOTICE LEGAL NOTICE LEGAL NOTICE LEGAL NOTICE LEGAL NOTICE LEGAL NOTICE<br />
36 deg. 44 ~. 35 sec. West<br />
155.70 feet to its point of<br />
intersection with the Southeasterly<br />
limits of existing Latham<br />
Water District Extension<br />
No. 149; thence through<br />
ar~d across Marne Street<br />
and along said Southeasterly<br />
limits of existing Latham<br />
Water District Extension No.<br />
149 North 62 deg. 35 mm,<br />
26 sec. East 50.00 feet to<br />
a poin~ on th’e Northeasterly<br />
road boundary of Marne<br />
Street; thence along said<br />
Northeastdrly road boundary<br />
of Marne Street and marking<br />
the Northeasterly limits<br />
of existing’ Lathajrn Water<br />
District Extension No. 149<br />
the following two (2) courses:<br />
1) in a North~esteriy<br />
C.T. MALE ASSOCIATES,<br />
P.C.<br />
C ESCRIPTI ON<br />
LATHAM WATER DISTRICT<br />
EXTENSION NO. _____<br />
PACE-6<br />
the right having a radius of<br />
430.00 feet; ark arc length of<br />
19.39 feet and North 26 deg.<br />
07 mm. 04 sec. West 19.39<br />
feet to a point of reverse<br />
a chord ~earing of<br />
curvatur~ an,d 2)<br />
continuing in a Northwesterly<br />
direction along a curve to<br />
the left having a radius of<br />
1,050.00 feet, am arc length<br />
of 30.15 feet and a chord<br />
bearing of North 25 deg.<br />
3~ min. 54 sec. West 30.14<br />
feet to the point or place of<br />
beginning.<br />
May 6, 2002<br />
Revised August 5, 2004<br />
WJN/cc/wjn/kl<br />
CT. MAL<br />
,,IIIl~~<br />
C.<br />
L;:~, ~<br />
CT. Male Project No.<br />
Q~O.6442<br />
Xin Thou; P.E.<br />
16 Cavalier Way<br />
Latham,N.Y. 12110<br />
MRD/Bouchard-EngWater<br />
Sthedule B<br />
ENG~EER’S ~PORT<br />
: -, ~ -<br />
BOUCHARD SUBDIVI-<br />
SION /Y ~ ‘~,<br />
~ ~<br />
EXPANSION OF<br />
WATER DISTRIBUTION<br />
SYSTEM<br />
SDO4 - 009 ~ u ±<br />
0-••<br />
Town of Colonie<br />
Albany County, NY<br />
March 28, 2006<br />
February 14, 2005<br />
Revised February 8, 2006<br />
SITE LOCATION MAP 1”<br />
= 2000<br />
BOUCHARD SUBDIVI-<br />
SION<br />
WATER IMPROVEMENT<br />
SDO4 -009 -<br />
TABLE OF CONTENTS<br />
Page<br />
1. Project Summary<br />
1<br />
2. Location<br />
3. Zoning<br />
4. Topography and Soil<br />
1<br />
5. Water Demand .2<br />
6. Water Distribution System<br />
2<br />
7. Fire Protection 3<br />
8. Wastewater Collection<br />
and Treatment 3<br />
9. Financing 3<br />
10. Estimate of Cost 4<br />
Owner & Developer: Melissa<br />
C. Bouchard 243 Boght<br />
Road<br />
Watervliet, NY<br />
12189<br />
Attorney: Michael<br />
G. Bouchard<br />
4 Atrium Dr. Suite<br />
250<br />
Executive Woods<br />
Albany, N.Y.<br />
12205<br />
BOUCHARD SUBDIVI-<br />
SION<br />
EXPANSION OF WATER<br />
DISTRIBUTION SYSTEM<br />
TOWN OF COLONIE, AL-<br />
BANY COUTY, NEW YORK<br />
1. PROJECT SUMMARY<br />
Bouchard Subdivision Water<br />
Improvement is being<br />
proposed to provide water<br />
services for three (3) single<br />
family homes to be constructed<br />
along the proposed<br />
extension of Town Highway<br />
known as Misty Morning<br />
Lane. There currently is <strong>one</strong><br />
(1) single family home that is<br />
tied into the water line along<br />
boght road.<br />
The work will involve the installation<br />
of 300 L.F. of 8-inch<br />
diameter ductile iron pipe,<br />
I fi re hydrant with a 6-inch<br />
gate valve, 1 8-inch by 8-inch<br />
by 6-inch Tee, 2 8-inch gate<br />
valve and will also include<br />
all the necessary testing,<br />
cleanup and restoration of<br />
the existing site status.<br />
2. LOCATION<br />
The proposed Bouchard<br />
Subdivision Water Improvement<br />
area is located east<br />
of Boght.Road and South<br />
of Fielding Lane, as shown<br />
on the enclosed site location<br />
map.<br />
3. ZONING<br />
The proposed Bouchard<br />
Subdivision lies in an area<br />
presently z<strong>one</strong>d A-2 Residential.<br />
4. TOPOGRAPHY AND<br />
SOIL<br />
The Water Improvement<br />
area slopes gently to the<br />
south and east across the<br />
entire parcel, and the soil is<br />
mostly clay.<br />
5. WATER DEMAND<br />
Projected Population:<br />
3 homes @3.6 Capita/<br />
Home = 10.8<br />
People<br />
Water Demand:<br />
10.8 people x 100 GPD<br />
= 1,080 GPD<br />
Peak Daily Flow = 2 x<br />
1,080 = 2,160<br />
GPD<br />
The Latham Water District<br />
has a pemtitted raw water<br />
supply from the following<br />
sources:<br />
31.5 MOD from the<br />
Mohawk River<br />
6 MOD from the St<strong>one</strong>y<br />
Creek Reservoir<br />
7 MCD from the Mohawk<br />
View Well Complex<br />
Therefore, the Town has<br />
permission to supply up to a<br />
total of 28 MOD of water.<br />
The water treatment plant<br />
has a capacity of 30 MOD<br />
and the average daily fl ow<br />
for 2005 was 10.7 MOD and<br />
maximum daily demands of<br />
20.4 MOD.<br />
The proposed project has<br />
an average daily demand of<br />
1,080 GPD which is negligible<br />
to the overall water supply<br />
system. The Bouchard<br />
Subdivision service area<br />
currently has a projected<br />
population oflO.8 people.<br />
This proposed expansion<br />
will conclude the water supply<br />
demand of this service<br />
area.<br />
6. WATER DISTRIBUTION<br />
SYSTEM<br />
The proposed subdivision<br />
lies partially within the<br />
Latham Water District and<br />
water services will be provided<br />
to the area by the proposed<br />
8-inch diameter water<br />
main along Misty Morning<br />
Lane, a Town Highway.<br />
The construction will consist<br />
of the installation of 300 L.F.<br />
of 8-inch diameter ductile<br />
iron pipe, 1 fi re hydrant with a<br />
6-inch gate valve, 1 8-inch by<br />
8-inch by 6-inch tee, 2 8-inch<br />
gate valve and other appurtenances<br />
as necessary. Also,<br />
approximately 65 L.F. of %inch<br />
copper service line, 3<br />
curbstops and 3 corporations<br />
are to be installed.<br />
This water distribution system<br />
has a total project cost<br />
of$ 9,785.75, which will be<br />
borne entirely by the developer.<br />
7. FIRE PROTECTION<br />
One (1) fi re hydrant will be<br />
installed within this proposed<br />
subdivision and will<br />
be ~apab1e<br />
of providing suffi cient quantities<br />
of water to meet the<br />
standards of the National<br />
Board of Fire<br />
Underwriters, as indicated<br />
on the enclosed static and<br />
residual pressure analysis.<br />
Also, the<br />
System Analysis shows the<br />
proposed system meets the<br />
Insurance Services Office<br />
(ISO) Fire<br />
Flow Requirements.<br />
8. WASTEWATER COL-<br />
LECTION AND TREAT-<br />
MENT<br />
The sanitary sewer wastes<br />
generated in the proposed<br />
sewer area will fl ow by gravity<br />
into the existing 8-inch<br />
Town of Colonie Pure Waters<br />
Department Sewer Line located<br />
in Fielding Lane which<br />
fl ows to the Hudson River interceptor<br />
and Albany County<br />
North Treatment Plant.<br />
9. FINANC~G -<br />
The attached estimate refl<br />
ects the cost of the project<br />
which will be entirely borne<br />
by; the developer. Once<br />
constructed, the installation<br />
will be turned over to the<br />
Town of Colonie.<br />
Prepared by Sang Y. Kim,<br />
P.L.S<br />
ESTIMATE OF COST<br />
BOUCHARD SUBDIVISION<br />
SDO4 - 009<br />
WATER DISTRIBUTION<br />
SYSTEM<br />
TOWN OF COLONIE, ALBA-<br />
NY COUNTY, NEW YORK<br />
1. 8” Diameter Ductile Iron<br />
Pipe<br />
300 L.F. @ $I3.OOIL.F.<br />
$3,900.00<br />
2. Hydrant with Gate Valve<br />
1 @$ 1,200.00 each<br />
1,200.00<br />
3. 8” Gate Valves<br />
2 @ $500.00 each<br />
1,000.00<br />
5. Connection to Existing<br />
Water Main<br />
1 Connection @ $600.00<br />
each 600.00<br />
6. _-inch Copper Service<br />
Line<br />
65 L.F. @ $4.50/L.F.<br />
292.50<br />
7. _-inch Curbstops<br />
3 @ $40.00 each<br />
120.00<br />
8. _-inch Corporations<br />
3 @ $45.00 each<br />
135.00<br />
9. Pipe Z<strong>one</strong> Backfi ll with<br />
Compaction<br />
30 C.Y. @ $6.00/C.Y.<br />
. 180.00<br />
10. Crushed St<strong>one</strong><br />
Bedding<br />
lUCY. @ $10.00/<br />
C.Y. 100.00<br />
TOTAL CONSTRUCTION<br />
$7,527.50<br />
Contingency 10% of Subtotal<br />
$ 752.75<br />
Technical Services 20% of<br />
Cost $1,505.50<br />
TOTAL PROJECT COST<br />
$9,785.75<br />
4<br />
PLOT PLAN FOR<br />
LfrSTHAM WATER<br />
DISTRICT EXTENSION<br />
BOUCHARD SUBDIVI-<br />
SION<br />
VI<br />
z<br />
0<br />
~ T O W N<br />
OF cOLONIE ALBA-<br />
NY COUNTY, N.Y.<br />
I scALE : 1”<br />
= 2O~ DATE: FEBEUAEY<br />
14, 2005<br />
J O B<br />
NO. t2-tO97-O~<br />
fl 0UCll-WATERD1ST.D~<br />
(11~TT<br />
592 NEWI..OQDON ROAD.<br />
~ArakM, N.Y. 12110<br />
PHoNE: (518) 735.3%9<br />
FAX: (518) 285.1608<br />
SY. KIM LAND SURVEYOR,<br />
P.C.<br />
592 New Loudon Road,<br />
Latharn, NY 12110<br />
(518) 785-3969 F A X<br />
(516) 785-1608<br />
Description of Latham Water<br />
District Extension<br />
City<br />
all that certain tract, piece or<br />
parcel of land situate, lying<br />
and being in the Village<br />
Town<br />
of Colonie County<br />
of.. Albany a n d<br />
State of New York, and being<br />
more particularly bounded<br />
and described as follows:<br />
Beginning at a point in the<br />
easterly line of Lath.am Water<br />
District Extension No. 115<br />
where the same intersects<br />
the southerly line of Latham<br />
Water District Extension<br />
No. 153; running from said<br />
point of beginning along<br />
the southerly line of Latharn<br />
Water District Extension No.<br />
153 North 84°38’05” East,<br />
953 feet ± to a point; thence<br />
along the lands now or formerly<br />
of Daniel Howansky,<br />
Sr. and Anna C. Howansky<br />
the following four (4)<br />
courses;<br />
1. South 05°21’SS” East,<br />
195.92 feet to a point;<br />
2. South 84°38’05” West,<br />
797.13 feet to a point;<br />
3. North 25°5l’55” West,<br />
61.00 feet to a point;<br />
4 South 50013 ‘40” West,<br />
83 feet ± to a point in the<br />
easterly line of said Latham<br />
Water District Extension No.<br />
115; thence northery along<br />
the same 198 feet ± to the<br />
point or place of beginning.<br />
FEBRUARY I~, 2005<br />
FEBRUARY 7. 2006<br />
WERO .c/BOUCHA.RDL-<br />
WDELD.UWP<br />
BOUCHARD SUBDIVI-<br />
SION<br />
EXPANSION OF WATER<br />
DISTRIBUTION SYSTEM<br />
TOWN OF COLONIE, ALBA-<br />
NY COUNTY, NEW YORK<br />
SYSTEM ANALYSIS<br />
An analysis was made to<br />
determine the impact of the<br />
proposed Misty Morning lane<br />
would have on the existing<br />
water distribution system.<br />
The analysis and results are<br />
as shown below.<br />
The static pressure at Fielding<br />
Lane and Misty Morning<br />
Lane, proposed Town<br />
Hi~way, (Point A) was acquired<br />
at 104 psi and 92<br />
psi for static and residual<br />
pressure and 1,560 Gal./Min.<br />
on July 26, 2005 measured<br />
by Latham Water District<br />
personnel. Based on this<br />
information, static and residual<br />
pressure for Point B,<br />
as shown on the attached<br />
diagram, has been calculated<br />
as follows:<br />
[~]fl Static Pressure 1fl sidual<br />
Pressure~]~<br />
[i~tk][~ 104+ psi j[.<br />
92 psi<br />
~tBfl 104+psi ~<br />
91 psi<br />
Therefore, based upon the<br />
calculations the range from<br />
104 psi for static pressure<br />
and 91 psi for residual pressure<br />
is well above the 20 psi<br />
minimum requirement for<br />
residential distribution.<br />
PLOT PLAN FOR<br />
LATIIAM WATER<br />
DISTRICT EXTENSION<br />
BOUCHARD SUBDiVI-<br />
SION<br />
TOWN OF COLONIE<br />
ALBANY COUNTY, N.Y.<br />
IS0A~ : 1” = 200’<br />
- BATE: FEBRUARY 14,<br />
2005<br />
NO. t2-tO0?-0~<br />
B0UCB_wATERDIsT.rn~~<br />
CF~c 7’( 5.Y. KIM<br />
LAND SURVEYOR, P.C.<br />
31<br />
1 1 592 NE WLOEJD-<br />
0NRO.41~. LATHAM. N.Y.<br />
12110<br />
pHOt4E (Sf8) 785-3969<br />
FAX: (518) 785-1608<br />
pT. “A (2~P~°)<br />
P77<br />
~, LI<br />
0)<br />
E L~14ii0<br />
:~O0~ ;<br />
07<br />
z<br />
pT.<br />
‘A<br />
ii I..<br />
~ ~<br />
-~4~J-~-~<br />
PT<br />
LI<br />
2;<br />
(2-<br />
ELr-V4~To,~)<br />
PLOT PLAN FOR<br />
LATHAM WATER<br />
DISTRICT EXTENSION<br />
C.,<br />
z<br />
I<br />
BOUCHARD SUBDiVI-<br />
SION<br />
TOWN OF C0LONI~<br />
I ALBANY COUNTY, N.Y.<br />
SCAlE : 1” = 200’ DATE:<br />
FEBRUARY 14, 2005<br />
JOB NO. t2- 1097-03<br />
BQUCII_WAThRDIST.DWG<br />
S YK S,Y. KIM LAND<br />
SURVEYOR, P.C.<br />
2 ~~~WU-<br />
VOKR01j~, L4IHAJ4 MY.<br />
12110<br />
PHONE (51 8)<br />
785-3969 PAX ~1fl 8) 785-<br />
1608<br />
S.Y. KIM LAND SURVEYOR,<br />
P.C.<br />
592 New Loudon Road,<br />
Latham, NY 12110<br />
(518) 785-3969 FAX (518)<br />
785-1608<br />
Description of Lathaw Water<br />
District Extension<br />
City<br />
all that certain tract, piece or<br />
parcel of land situate, lying<br />
and being in the Village<br />
Town<br />
of Colonie , County<br />
of ...Albany a n d<br />
State of New York, and being<br />
more particularly bounded<br />
and described as follows:<br />
Beginning at a point in. the<br />
easterly line of Latham Water<br />
District Extension No. 115<br />
where the same intersects<br />
the southerly line of Latham<br />
Water District Eictension<br />
No. 153; running from said<br />
point of beginning along the<br />
southerly line of Lat.ham<br />
Water District Extension No.<br />
153 North 84°38’O5” East,<br />
953 feet ± to a point; thence<br />
along the lands now or fotmerly<br />
of Daniel Howausky,<br />
Sr. and Anna C. Howansky<br />
the following four (4)<br />
courses;<br />
1. South 05°21’SS” East,<br />
195.92 feet to a point,<br />
2. South 84°38’OS” West,<br />
797.13 feet to a point;<br />
3. North 25°51’55” West,<br />
61.00 feet to a point,<br />
4 South 50013 ‘40” West,<br />
83 feet ± to a point in the<br />
easterly line of said Latham<br />
Water District Extension No.<br />
115; thence northeiy along<br />
the same 198 feet ± to the<br />
point or place of beginning.<br />
FEBRUARY 4,2005<br />
FEBRUARY 7, 2006<br />
WFRO:c/BCUCHARJJLW-<br />
DEUD.LWP<br />
Schedule C<br />
The Latham Water District<br />
~