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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 />

~

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