4.2 4.2
WATER\Water District Extension#51—Combs Subdivision-SPH-1-11-16
ORDER SETTING PUBLIC HEARING CONCERNING
PROPOSED FORMATION OF WATER DISTRICT EXTENSION #51 TO
QUEENSBURY CONSOLIDATED WATER DISTRICT TO SERVE
MAURICE COMBS SUBDIVISION IN TOWN OF QUEENSBURY
RESOLUTION NO.: ,2016
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, the Town of Queensbury is considering extending the Queensbury
Consolidated Water District to serve the proposed Maurice Combs Subdivision (Subdivision) on
636 Corinth Road in accordance with New York Town Law Article 12-A, and
WHEREAS, a Map, Plan and Report (Map, Plan and Report) has been prepared by
Hutchins Engineering concerning the proposed Water District Extension No. 51 to connect the
Subdivision to the existing Queensbury Consolidated Water District water main along the north
side of Corinth Road, as more specifically set forth and described in the Map, Plan and Report,
and
WHEREAS, the Map, Plan and Report has been filed in the Queensbury Town Clerk's
Office and is available for public inspection, and
WHEREAS, the Map, Plan and Report delineates the boundaries of the proposed Water
District Extension No. 51, a general plan of the proposed system, a report of the proposed
method of operation, the source of water supply and mode of constructing the proposed water
district extension improvements, and
WHEREAS, the Queensbury Planning Board, as the Lead Agency, performed the State
Environmental Quality Review Act (SEQRA) review for the Subdivision, which included the
proposed Water District Extension No. 51, determined that the project would not have a significant
effect on the environment and issued a Negative Declaration,
NOW, THEREFORE, IT IS HEREBY
ORDERED:
1. The boundaries of the proposed Water District Extension No. 51 are as set forth in
the Map, Plan and Report and as follows:
All that certain tract or parcel of land situate in the Town of Queensbury, County of
Warren, State of New York being more fully described as follows:
Beginning at An iron rod found in the west bounds of Corinth Road, County Road 28, said
point being the southeast corner of lands of Maurice H. Combs, and the northeast corner of
lands of Jeanne M. Moss, running thence along the south bounds of lands of Combs and the
north bounds of Moss and lands of Kathy Naatz North 77 degrees 29 minutes 09 seconds
West, 1048.66 feet to an iron rod found, said point being the southwest corner of lands of
Combs, the southeast corner of lands of William A. and Cheryl M. Havernen and the south
corner of lands of John J. Layden, thence North 35 degrees 41 minutes 30 seconds East,
417.40 feet along the west bounds of lands of Combs and the east bounds of Layden, lands of
Richard J. and Kimberlee A. Koke and lands of Barbara H. Jones to the northwest corner of
lands of Combs and the southwest corner of lands of Anne L. Paolano, thence South 77
degrees 04 minutes 45 seconds East, 1067.25 feet along the north line of lands of Combs and
the south bounds of lands of Paolano, lands of Robert and Lynn Russell, lands of Joseph E. and
Michelle C. Giogianni, lands of Gary F. and Wendy L. Sisti and lands of John A. and Candice
A. Morabito to a concrete monument found in the west bounds of Corinth Road, said point
being the northeast corner of lands of Combs, thence along the west bounds of Corinth Road
South 38 degrees 26 minutes 21 seconds West, 418.23 feet the point of beginning. Containing
9.24 Acres of land.
Excepting the easterly 20.08 Acres of lands of Maurice Combs lying within the existing Town
of Queensbury Consolidated Water District.
2. The municipal water which will serve the subdivision is proposed to be provided
2
by the Queensbury Consolidated Water District which presently has a water main along the west
side of Corinth Road. A 6" tapping sleeve and water valve will be installed at the existing 24"
ductile iron water main. The new 6" ductile iron water supply will be installed along the north
side of the new subdivision road and will dead-end at a fire hydrant on the west side of the cul-de-
sac. Individual taps to serve each new building lot will be made to this new 6" water line. All
new installations and taps will be coordinated with the Town of Queensbury Water Department.
Maintenance of the existing and new facilities will be provided by the Town of Queensbury Water
Department.
3. All new capital costs associated with the installation of the new water supply
facilities, including materials, excavation and labor, will be paid by the Subdivision developer.
There is no cost to the Town or the District for this District Extension No. 51.
4. The capital improvements necessary for this service area will be provided and paid
for by the Subdivision Developer and so there will be no debt service costs related to this District
Extension No. 51 to the District. The typical taxable assessed value of the properties in the
subdivision will likely range from $250,000 to $350,000 per finished residence. Such newly
created properties will pay for maintenance of the new facilities as part of their Queensbury
Consolidated Water District ad valorem tax and their water use fees. Individual homeowners will
be billed for their respective water use in accordance with the standard rates of the Queensbury
Consolidated Water District. Such estimated quarterly cost of the District Extension No. 51 to
the typical property in the District Extension No. 51 (assuming an average water usage) is $51.40.
The ad valorem tax rate of the existing Water District is $34.30 per $100,000 assessed value, and
so the ad valorem taxes will range from $85.75 - $120.05 for a typical property, with a total
estimated annual cost for a typical property ranging from $291.35 - $325.65. All individual water
service connections will be made by the water main contractor during installation of the 6" water
main and under the supervision of the Town of Queensbury Water Department. Estimated cost
for the service connection/meter is between $950.00 and $1,400.00 depending on length of
service and estimated cost for 3/4" line from curb box to the house if$800.00. All hook-up costs
are to be paid by the developer and all houses will be built move-in-ready. There is an equity buy-
3
in to the Queensbury Consolidated Water District of$100.00 per lot for a total of$700.00. The
equity buy-in to the Queensbury Consolidated Water District will be paid by the Developer. The
Developer will also have to pay all legal and administrative fees incurred by the Town associated
with extending the District and the subsequent consolidation of the extension into Queensbury
Consolidated Water District. That fee will be $1,875.
5. A detailed explanation of how the estimated costs of the District Extension No. 51
were computed is included in the Map, Plan and Report which has been filed with the Queensbury
Town Clerk and is available for public inspection.
6. The developer of the Subdivision will pay all costs of the improvements so there
will be no financing required by the Town on behalf of the District.
7. The proposed improvements shall be constructed and installed as specifically
delineated in the Map, Plan and Report and in full accordance with the Town of Queensbury's
specifications, ordinances or local laws, and any State laws or regulations, and in accordance with
approved plans and specifications and under competent engineering supervision.
8. The Town Board shall meet and hold a public hearing at the Queensbury Activities
Center, 742 Bay Road, Queensbury, New York at 7:00 p.m., on Monday, January 25th, 2016 to
consider the Map, Plan and Report and to hear all persons interested in the proposal and to take
such other and further action as may be required or authorized by law.
9. The Town Board hereby authorizes and directs the Queensbury Town Clerk to
duly publish and post this Order not less than ten (10) days nor more than twenty (20) days before
the public hearing date, as required by Town Law §209-d, and complete or arrange for the
securing of two (2) Affidavits of Publication of Notice and two (2) Affidavits of Posting of Notice
of the Public Hearing required hereby and to file a certified copy of this Order with the State
Comptroller on or about the date of publication.
4
Duly adopted this 11'h day of January, 2016, by the following vote:
AYES
NOES
ABSENT:
5
WATER DISTRICT EXTENSION
MAP, PLAN & REPORT
Maurice Combs Subdivision
636 Corinth Road
Town of Queensbury
Warren County, New York
Prepared by:
Hutchins Engineering
169 Haviland Road
Queensbury, NY 12804
September 17, 2015
Revised October 13, 2015
Revised December 14, 2015
Revised December 17, 2015
PROJECT DESCRIPTION
The proposed Maurice Combs Subdivision encompasses 9.24 acres located on
the northwest side of Corinth Road, approximately 200 feet southwest of the
intersection of Hudson Pointe Boulevard with Corinth Road in the Town of
Queensbury. The site is bordered to the north and west by the Bedford Close
subdivision. The project proposes to create 7 single-family residential lots ranging
from 1.01 to 1.45 acres which will be served by a 1,000-ft± road including a cul-de-
sac. The lots are to be served by municipal water from the Town of Queensbury
and will utilize on-site wastewater disposal systems.
EXISTING WATER DISTRICT
The parent parcel is partially within the Town of Queensbury Consolidated Water
District. The existing water district encompasses the southeast portion of the
parent parcel that is within 250 feet of Corinth Road. In order for a lot to be served
by municipal water from the Town of Queensbury, the entire lot must lie within the
Town of Queensbury Consolidated Water District.
PROPOSED DISTRICT BOUNDARIES
It is proposed to extend the district to include the western portion of the parcel
which includes the rear portions of lots 1 & 2 and lots 3-7. A map showing the
existing water district and the proposed district extension in relation to this
subdivision is included in the appendix of this report.
PROPOSED FACILITIES & FLOW
The municipal water which will serve the subdivision is proposed to be provided by
the Queensbury Consolidated Water District which presently has a water main
along the west side of Corinth Road. A 6-inch tapping sleeve and water valve will
be installed at the existing 24-inch ductile iron water main. The new 6-inch ductile
iron water supply will be installed along the north side of the new subdivision road
and will dead-end at a fire hydrant on the west side of the cul-de-sac. Individual
taps to serve each new building lot will be made to this new 6-inch water line. All
new installations and taps will be coordinated with the Town of Queensbury Water
Department. Maintenance of the existing and new facilities will be provided by the
Town of Queensbury Water Department.
Water flows for each new building lot are designed at 440 gallons per day for the
on-site wastewater disposal systems, therefore the total daily water demand for
the seven new building lots is estimated at 3,080 gallons per day. The
Superintendent of the Town of Queensbury Water Department has stated that the
Queensbury water treatment plant and distribution system has sufficient capacity
to meet these demands. A letter stating this is included in the appendix of this
report.
COST ESTIMATES
Capital Costs
All new capital costs associated with the installation of the new water supply
facilities, including materials, excavation, and labor, will be paid by the subdivision
developer. The installation cost of the water supply facilities will be approximately
$60,000.00. The Town of Queensbury will not finance any of the proposed new
water facility installation.
Operation and Maintenance Costs
The newly created properties will pay for the maintenance of the new facilities as
part of their Queensbury Consolidated Water District ad valorem tax and their
water use fees. Individual homeowners will be billed for their respective water use
in accordance with the standard rates of the Queensbury Consolidated Water
District. For 2016, these costs are $25.00 for the first 8,000 gallons per quarter
and $2.20 for each additional 1,000 gallons per quarter. Assuming an average
flow of 222 gallons per household per day, the quarterly use per household is
estimated at 20,000 gallons; therefore the estimated quarterly cost per household
is $51.40.
Hook-Up Fees
All individual water service connections to the new 6-inch water supply will be
made by the water main contractor during the installation of the 6-inch water main
and under the supervision of the Town of Queensbury Water Department. This
phase of individual connections will include the corporation stop, 3/4" copper
piping, curb stop, and curb box. The 3/4" copper piping from the curb stop to the
building will be installed by others during the house construction phase. The
estimated cost for the service connection/meter is between $950.00 and $1,400.00
depending on length of service, while the estimated cost for the 3/4" line from the
curb box to the house is $800.00.
All hook-up costs are to be paid by the developer and all houses will be built
move-in-ready.
There is an equity buy-in to the Queensbury Consolidated Water District of
$100.00 per lot for a total of $700.00. The equity buy-in to the Queensbury
Consolidated Water District will be paid by the developer.
The developer will also have to pay all legal and administrative fees incurred by
the Town associated with extending the District and the subsequent consolidation
of the extension into Queensbury Consolidated Water District. That fee will be
$1,875.00.
The equity buy-in fee and the legal fees will be paid by the developer upon
application for the wet tap to the 24"water main.
ANNUAL COSTS
The typical taxable assessed value of the properties in the subdivision will likely
range from $250,000.00 to $350,000.00 per finished residence.
The costs assessed to the users in the proposed district extension will be the
same as to all of the other users in the Queensbury Consolidated Water District,
consisting of:
• Ad Valorem Tax Rate of Existing Queensbury Consolidated Water District
Projected 2016 rate = $34.30 per$100,000.00 assessed value
• Charge for metered water use
From above, typical estimated cost is $51.40 per quarter
= $205.60 per year
Annual Typical User Costs
ASSESSED AD-VALOREM METERED TOTAL COST
VALUE TAXES WATER USE
$250,000 $85.75 $205.60 $291.35
$300,000 $102.90 $205.60 $308.50
$350,000 $120.05 $205.60 $325.65
ATTACHMENTS
Letter from Queensbury Water Superintendent
Suggested Description of Proposed Water District Extension
Map of Proposed Water District Extension
Draft/Preliminary Subdivision Layout Plan
TOWN OF QUEENSBURY WATER/WASTEWATER DEPARTMENT
823 CORINTH ROAD *QUEENSBURY,NEW YORK 12804 *PHONE(518)793-8866 *FAX(518)798-3320
Christopher Harrington Alex Benway
Water Superintendent Water Treatment Plant Operations Engineer
Acting Wastewater Director
April 1,2015
Mr. Tom Hutchins, P.E.
Hutchins Engineering
169 Haviland Rd.
Queensbury,NY 12804
Re: Comb's Subdivision—Corinth Rd.
Dear Tom:
I am writing in reference to the approved 7 lot subdivision (tax map #308.18-1-1) for
Maurice Combs located on Corinth Rd. in the Town of Queensbury, New York.
All of these proposed lots are not located within the Queensbury Water District; we
have adequate water supply resources —supply and pressure- and are willing to supply the
lots outside of the Water District with municipal water as-long as a Map, Plan and Report
is approved by the Town Board and all legal requirements are satisfied.
If you have any further questions please contact our office.
c .Sine ely,
r
® f
Christopher Ha rrington
Superintendent
Proposed extension of the Town of Queensbury Consolidated Water District
Beginning at an iron rod found in the west bounds of Corinth Road,County Road 28,said point being the
southeast corner of lands of Maurice H.Combs,and the northeast corner of lands of Jeanne M. Moss,
running thence along the south bounds of lands of Combs and the north bounds of Moss and lands of
Kathy Naatz North 77 degrees 29 minutes 09 seconds West, 1048.66 feet to an iron rod found,said
point being the southwest corner of lands of Combs,the southeast corner of lands of William A.and
Cheryl M. Havernen and the south corner of lands of John J. Layden,thence North 35 degrees 41
minutes 30 seconds East,417.40 feet along the west bounds of lands of Combs and the east bounds of
Layden, lands of Richard J.and Kimberlee A. Koke and lands of Barbara H.Jones to the northwest corner
of lands of Combs and the southwest corner of lands of Anne L. Paolano,thence South 77 degrees 04
minutes 45 seconds East, 1067.25 feet along the north line of lands of Combs and the south bounds of
lands of Paolano, lands of Robert and Lynn Russell, lands of Joseph E.and Michelle C.Giogianni, lands of
Gary F. and Wendy L.Sisti and lands of John A.and Candice A. Morabito to a concrete monument found
in the west bounds of Corinth Road,said point being the northeast corner of lands of Combs,thence
along the west bounds of Corinth Road South 38 degrees 26 minutes 21 seconds West,418.23 feet the
point of beginning.Containing 9.24 Acres of land.
Excepting the easterly 2.08 Acres of lands of Maurice Combs lying within the existing Town of
Queensbury Consolidated Water District.
•
•
■
of. v° u•'
4111i�a i 0,,K 211
N'jt6,t9.
r6• , \ 4
,
of ion r ~0M1IM1M1
A° ,td9 f r'
s ° 7
encroachment ,a 11
/RF 68.3' i qy'
offset 0.61' \ 41., 6 Imo"
terry from `\ ta,`U "`VP
properly Line—� `\ _...•,y
�,
of mac•'' _64 0 '° '•I A 1 A `\, r�rr�4`
.1.' �e V yea eg`�/ Al \`\� °`' ,y SITE LOCATION
M1
41'''.:,11. .14'
1111 t°y at„14 /RF--c_e/ �1 \ ,�t e
/ 0 s �\
�° eo / Al' -el...,'moo `\ '�� w� ,
j/ �js p '+r
sea � �`a
/PF-"+� ' s�9r,yDry
\.\ Proposed Water District Extension �L//RF ■
•\
` 7.76 Acres
`\ led.
`\,\ `/RF 4,.h..Ate
`\ 20 p9 /'1 \ a Sy0■
v r t\`�„9S. 411',, Existing Town oJQu6Brebtvy .'••• 0.0
�'`yf° o
\`\ 0 6 j aonvot 6vd'rawEWOrlot 4• \ ,A / l t 31 �% oe.
`\ 35 cy °�•` 2 ,.¢ CONCRETE �P
,\ Y A18•/ FOUND ENT
i
. `\ .a
rPP-]• / goneg 6f2
�\ O O 38,2 er power 14
\•-> •
IRS—L_ a
Pawn
MaP MIBrt(l.64: DEED SnaawaS: PoG
1.14P of Lands of Reeky 1laat. J. awe-line*H. Combs to
by:Coulter 4 AtCOr«ck lYUr4ce Coble A.Ob
�h 1l, 1000 Book 3603, Page 99 `•
1. p of Section Six Medford Close 2. athy L. Meats and Nancy A.Moore to
bo Corm
sot
Coulter r 1CCerek !PF—jam L
rah 1D, 1989 Kathy L. Nett., Nancy A.Moore, '('
J.Nag of Section 3 Bedlerd close and Carle L.Page 336c o 81sayIly
by:Coulters NeCOramcf Book 3433, Page 316 G mgt,,,M,anon
e r0, 1965 3. herald A.Brom end sand.6.Brown to
4.map of ionds of John A.Norman Mille.O.Singer and Laurence A.Singer LYw.eri kll
LrD6NB Awe lit 01 Map of
by:Coulter r 127,McCormack souk 196, rage 336 Ream C JOsJ
3.Nap of liana.Prraposed CO be Conveyed Northern Homees, Inct and Geraldine D. Holmquist to /h...standard symbol.Mil/ M.r.rDeMe.19.7011 Proposed Extension of
by earald A.Brown IF Mile to Kathy N.ats soak 130, Ng.396 be found in the drawing
by:Coulter r NoCOMmck 3.,Wry A. Durkee, Frank Durkee, Arthur Durkee,
hone Town of Queensbury
6.Nap S 1,1961 and Albert Durkee Maws Durkee, Fred Durkee, )�,3� �s/,,♦ District
6. P Shoring Lando of sissy S. Durkee race. d Louisa Norton.^ IRS¢ 44 Consolidated Water Lisa/act
Nay rJ.1.433 milldam Milldam Holmquist d Geraldine D. NoiwWlst /RP' ® maw soak 331, edge 131 !PF • mm •
6,Nary A. Durkee, Frank Durkee, Arthur Durkee,
Alb ore Durkee, Therms Durkee, Fred Durkee, uM
and.e1n1A. Horton
ur orsectar rm-.blared a or Te am,M,m STAID ®• tt�mn.,.dam �.�'?`�� Located in the Town of Pueensbury
Book 107, Page 140 0 Megan Der County of Warren
-A-• State of New York
4 srwu:r.r0
ZONING SUMMARY SUBDIVISION DENSITY CALCULATIONS SITE DEVELOPMENT DATA
zone Leg evoeurr Qe6IGT RESIDFNTUL) R.R.IdRVrarpw
aMMLW LOT SRI-r..l Pa LirAIDo o,.......,,...nm... TOTAL PARCEL AREA R�ffi Mai
MpRSETeAR•3P(TA TRAVEL CORRIDOR RD) Lora ma Rl.noes
ROCA- OS-20. laOF RS.II lalmII
.FAR SETMa-3p N.pa0.N. ItNLF fIL90q n.fOF
�SSTaa•7r w.F OMIT v n aa..aa m..... .... NrMF MnSF
AVERAGE LOT W10TN-IW'
ROAD FRONTAGE IN Loral eaawIM a11o0 I Lors
MAVMM BUILDING NI MT-.0' n1I IYANp6 lamCF 4.109 P..�F
MMMM PERCENT PERNFAME-5o% Lora lygFm 00•110.0100 >-loN .BalMR0050E 505% lyt lSiTS
\ FADAnoLWr✓on ISr-1.11-.La6 r6tlf_WLY 10 SRI (LR.
/ \ \ C .–_ ZONING VARIANCES REQUIRED WASTEWATER SYSTEM
/ \ _
/ \ \ �+�a OENBITT'1/.1/SABLE ACRES REDO FOR 7-LOTS
/ \ \ \ 'C l?ILs , S.D-ACRES OF RELIEF REQUESTED COMPONENT SCHEDULE
/ \ ,J 1 LOT SITE:LOTS I.7, 2-ACRE NININM PER LOT REQ.D
// "�G \ \ \4.04–AC�r"R� 11 I ++N� vs R+ew S^ sD7NGROUTFRRu
�LA]�r A OAN..IV..f
I I / R .mO.wna GM AVOW,y �. �, I I 1.14-A
/ "% 1 1 1 / ,ter�,L, D Holm �umg.wrm3uflr
1.01' C /�/ \ // ',,z/� I� ■ 1' E ..n.n.r... sr. .s
/. N ■..44:, ,' ,' ‘): \\ I!\ °\„ _PA '-` ' ',,/"' 1/ . -, Av l., � 1 III /' I ;'j 1.2 :CI i // , ----1-":_--//1.02-A .�-N \ --
Ws tWOIT Or /
u
b y � j i I N /k;'
� //irr/,//, � �',� /
i /j 'c�� 1 v I I I R• //
/ _ ,\— .% 1 1 \'\ � i /I"
1 =! 1: �i = "145-AN' ''
5 A /
.... ., / /
1.18 AC \. \ ---=„.... j P MO
- —^",."..........- -110.'..- Z C , /, -P-1 .witk--- _1.18-A '' s I-�-°- • Ii, r.... A..
NYSDOH CONDIITONS OF APPROVAL --_ 4
3,sMaoanovasm Wm..M• .I Loa +w vs u.
-- __fNLN.an m.aaPDr`.nxsORF , A
Tu I
M,F.MnnM NM:.svrlm M Aw.N.wLn sr RE Nv oW 5na SITE PLAN i' i
000/0100 0,MAIN(3rmwA III —— A
scALC 1•..0'-TLS. ✓ I
a .Pnr.veiw ara l.unon TaalaR u wwuo.W..oaaNenw
'N.-"`, " A
or.t AwRaa nAr.Aw w aaIN.N M-.ar.aA.rLrc'rrls Au.mA3m •
`�'.M'r onnva al.0 n.lsl rAev nso.A>al F.wr aN wON 5a.r as
.�oa L wWtnva mr..rsw�wnol a O s nw.wa w.vno E.nswwL.r wrAnOU.arM S.rtRWo+o..m m..o rN x GRAPHIC SCALE
i o p 7
aOemr.F.R.LL.t flml Tavm_F.m.w3s[..r Rr N+R>Im MARS I M Tar I
L mr Rt aMpm MARS.fir �o (T*lA aA.(.fir ' ,
.a..rAV mFrlov o W.r o.rcr a.aL a.a.rlm M Rs N.mr TAX MAP k 308.18.1.1
MO Rt TOM IS o O.tw•l••&MO M mM DRaa r raw YAM lo-wn amunon OF na Oa+Rlwr ex V n.uaram
AvO Maw M oavARn.
IwI.aP.wl .RU r Naa 'arc mwa FML Na®cn.L DIORIOAI a.wAlw ar xn mwnaN w.
m,5r.IR10 aR IRm 55 055 a05* x/A05 Rol ',MIMI
O
St 1045).l a M.INK ava.N S,5rR.6 NO.to r.r
St aM F Rt 5,50345)NLar n•WR•.L
Rut MM'alM N IA.RR M 0.5Ne AW at1 DO.a A
auo MR M AO..RIYrOnx a MLA V.v. woe
laR Ormm.,5 TOR nAN Aw.RwI o•N wwrm w Rt xrNwl laal IRON s/.
aeaLO..ID.r.MM Aw.r NaL•P.a..aR N.AASFn.mmr Ar Rar I
.t..MR PwR...aF 3.N N.wal.ar...t rADNw NARY, I to Fy0.0IOW Oi5O.9O1 Roy W./
R3r�N..la.m.L3..Nr N Mm.,.RI 5«,row aMNr,RD.N..1
.a,5.aRn.wrN..Ra.>w,5F wtFa.3MRRW PRE�M Ors 'O etni t M.r ay LT.a.IF SR0 ARI.C•..[5 a.NOYYpN 93LL N la.RO.IN
R R RNA N SUBDIVISION LAYOUT&UTILITY PLAN
FOR cON .e H.
Maurits H.Combs
Dig rob. WASTEWATER SYSTEM SETBACK SOIFa*E OT FOR RN 0455 Rwt
NowlYork MO•an•11a IIRML ap NZEAR. IaL6a0C¢ N Town RICE+CRY,Sinn County,NY
Cam_ + oMws >a '"""':= io w•.1 me nW W a w a.
�°N'Yn...o. on s 3Raa•o.m m.q .� MAP REFERENCE I wsio R.0
3oo:asaaas7 Da ate' ° i° a ° or go.Ir K Law'wRO 5.v.i 5• r'''......_'.,a)>• mica M.. 29832 01-51
noun evlFmr.Pr Hutchins EnpinssAnp pup'
u)sa-nnR FW .