1627 BAILEY ROAD (full text)
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Page 1
TOWN OF AURORA
575 OAKWOOD AVENUE, EAST AURORA, NY 14052
BUILDING DEPARTMENT
(716) 652-7591
MEMO
TO: Town Supervisor Snyder and. Town Board
FROM: _ Richard Miga, Assistant Code Enforcement Officer
DATE: — April 14, 2026
The Building Department has accepted a Site Plan application for 1627 Bailey Road, (SBL
#200.00-3-2), as submitted by property owner Damien Parker, is located in the Rural Residential
and Agriculture- zoning districts. This application is for the installation of a 15’-5.5”x 78’-6”
ground mounted solar array with a 26.4 kW DC output and of 40 panels to be located on the east
side yard of the property.
Town Code section 95A5D requires site plan approval for any building-mounted, ground-
mounted and roof-mounted solar energy systems capable of producing more than 25 kW of
energy.
Town Code section 95A6D requires site plan approval for any ground-mounted solar energy
systems.
Town Code section 95-2A requires the Town Board to refer to the Site Plan application to the
Planning Board for their review and recommendation.
This is an Unlisted action for purposes of SEQR.
If you have any questions, please contact me at 652-7591.
Richard Miga
Page 2
TOWN OF AURORA
SITE PLAN REVIEW APPLICATION
Date submitted: Ut | 4 Izu
Applicant name: Oamiem Packey
Applicant Phone/Email: VW. 24% %)80 dam an@ Henrersveers -CoVW
Applicant address: \v2] Cailerns 20 _Easr Aurecn BT i4oSd
Property owner: Oanrion od Vicona Dec Ker
Owner’s address 121 Sales BY Gass Avan NY Hes zh
Property address: ‘& 2? Saileu 24 cast Aucera NY t¥of
SBL # (s)
Prior owner WN | A
Is site adjacent to or within 500 feet of an ‘R’ District? Resdenheo Nata ealkria\
ee ry nn nee eee een incall onli eel emcee comand ans tcmmndlinmenllianaieeee a ee
eee eee — | A | LN cee
Proposed Project: Selac aQmumd meat atvan
Commercial Multi family Number of dwelling units _\
Zone: & Total property Acreage: _5 | Acreage covered by bldg O -° ¢¥
Square footage of building: +2\%-$ Cubic footage of building: ¢7 1$2-&
Aggregate square footage of other buildings on property:
Fees, based on number of improved acres*
* Additional professional services, including but not limited to traffic study and SEQRA review,
utilized by the Town during the review process shall be borne by the applicant
0-1 Acres: $250 1.01-5Acres: $500 5.01-10 Acres: $1,000 >10 Acres: $1,500
Fee: $
Receipt: #
Received by
Town Clerk/Deputy Clerk
SEQOR action: = TypeI(LongEAF) —_ TypelI(LongEAF) & Unlisted (Short EAF)
Page 3
Submission Requirements for Town of Aurora Site Plan Review
The Applicant shall submit to the Superintendent of Building a completed Site Plan Review application as
well as 15 copies of the following documents where deemed necessary.
« A boundary survey with site plan showing proposed lots, building locations (Proposed and existing),
land use areas, utility easements, right-of-way boundaries, North arrow, date, scale, existing wetlands
were applicable.
¥- Topographical Survey based on United States Geological Survey data to extend a reasonable distance
beyond proposed site. Also list any changes to current topography.
de Location of existing and proposed easements.
f
5
4 Existing natural features such as watercourses, waterbodies, wetlands, wooded areas, flood hazard
areas, 15% or more slope areas. Any changes to these features are to be noted.
Mie Stormwater pollution prevention plan (SWPPP), if affecting an acre or more
/
4 Soil Test, regarding characteristics, capabilities and/or limitations for development according to TOA
soil district
Location and design of all existing on-site as well as neighboring improvements including drainage,
culvert pipes, waterlines, sanitary and storm sewer systems, retaining walls and fences.
“ff Location and design of all utilities, proposed and existing, including, but not limited to electric, gas,
water, cable, etc.
9 Location and design of all proposed and existing streets, parking lots, service areas, access drives,
bicycle and pedestrian ways within and neighboring proposed site.
1@~ Location, height of buildings and front, side, and rear lot dimensions of all proposed buildings.
Vit Location of all open space designated for “Green space”, parks, playgrounds, landscape screening and
general landscape proposals.
yar Location, size and design of all proposed signage and outdoor lighting.
1X Building elevation drawings, when required.
14. Grading and drainage plan showing existing and proposed contours at intervals not exceeding 2 feet.
Include measures, devices and or structures for erosion and runoff control during and after
construction.
4p Location of nearest fire hydrants and access for firefighters and their equipment.
y6- Landscaping plan identifying plant materials, location of refuse areas, dumpsters and outdoor storage.
Provisions for visual and noise screening.
1% Short EAF form — see attached
Ate. If not in ‘B’ district, notify abutting properties of proposed plans (Building Department will help).
I. Is approval needed by any other agency such as NYS Freshwater Wetland permit, US Army Corp of
Engineer and Federal Wetland impact permit for this project? If so, list the approval type and time
frame of approval.
Page 4
1627 BAILEY RD, East Aurora NY 24kw SOLAR PROJECT, CHANGING FROM CURRENT
ROOF MOUNTED PERMIT TO GROUND MOUNTED APPLICATION
We've carefully chosen the proposed ground-mounted solar array location out of both
environmental responsibility and practical efficiency. Our property has significant wetland
considerations, and after careful assessment, this site is the one location that ensures we stay
fully compliant with DEC wetland setbacks, protecting these natural areas.
Originally, we considered placing the array on the house roof. However, we realized this would
not only diminish the aesthetics of the house but also drastically reduce effectiveness. This past
winter, we experienced prolonged snow cover—if the panels had been roof-mounted, they’d
have been buried and ineffective for months, severely limiting energy production.
By placing the array on the ground to the right side of the property, we ensure optimal sun
angles, easier snow maintenance, and year-round efficiency in meeting our electricity needs.
Additionally, we've planted 250 evergreen privet along the frontage, forming a natural 10-foot
green screen that will shield both the property and array from public view.
In summary, this location balances aesthetics, energy performance, and environmental
stewardship—ensuring we meet the needs of both our household and the local regulations.
Page 5
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Page 10
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Buffalo, NY 14204
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313 Broadway
(716) 812-2596
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an, Survey & Notes
Page 11
De— &
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4Lx10C SUB—ARRAY DESIGN DATA SITE DESIGN CONDITIONS
BASIC WIND SPEED: 102 MPH MAXIMUM PILE AXIAL BEARING: 5,935 LBS
QTY OF MODULES/SUB—ARRAY: 40 (RISK CATEGORY |)
BASIC WIND SPEED: 110 MPH MAXIMUM PILE UPLIFT: 3,080 LBS
sO 26
1
QTY OF SUB—ARRAYS: Oo =
(RISK CATEGORY 11)
PANEL COLUMNS/SUB—ARRAY: 10 EXPOSURE CATEGORY: C MAXIMUM LATERAL RESISTANCE: 2,300 LBS
5oOs 82°
QTY OF PANEL ROWS: 4 GROUND SNOW LOAD:
(RISK CATEGORY |)
69 PSF TOP RAIL MAXIMUM LOADING: 176.6 PLF O
PANEL ORIENTATION: LANDSCAPE GROUND SNOW LOAD: 84 PSF GROUND SCREW DEPTH: 60” MIN
PANEL COLUMN SPACING: 3” (RISK CATEGORY Il)
GROUND SNOW LOAD: 50 PSF SITE CONTOUR: <5 DEG SLOPE
PANEL LAYOUT PANEL ROW SPACING: 4,"
(NYS FIGURE 1608.2(5)) LL. =o
N.TSS. PANEL MODEL: TSM—DEG21C.20 FLAT ROOF SNOW LOAD: N/A
—_ On
PANEL SIZE: 51.3” x 93.86" ALL DESIGN WORK HAS BEEN PERFORMED IN ACCORDANCE WITH THE 2025 BUILDING ra an
PANEL POWER RATING: 660 WATTS CODE OF NEW YORK STATE EFFECTIVE DECEMBER 31, 2025, INCLUDING BUT NOT
LIMITED TO, THE 2024 INTERNATIONAL BUILDING CODE WITH STATE DIRECTED Oo or
SUB ARRAY POWER RATING: 26.4 KW MODIFICATIONS. % » zm
TOTAL POWER RATING: 26.4 KW NET DESIGN PRESSURES WERE CALCULATED IN ACCORDANCE WITH ASCE 7-22 SECTION
y re oven
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QTY RAIL PER PANEL: 2 27.3.2, "OPEN BUILDINGS WITH MONOSLOPE, PITCHED, OR TROUGHED ROOFS". ALL
LOAD CASES WERE EVALUATED IN DETERMINING THE LIMITING DESIGN CONDITIONS. THE
\ ae
DATA TABLE ABOVE PROVIDES THE RESULTS FOR THE LIMITING LOAD CASE. MAXIMUM
PILE REACTION FORCES REPRESENT THE HIGHEST LOAD CONDITION APPLIED TO ANY
PILE IN THE STRUCTURE. ALL PILES IN THE STRUCTURE ARE DESIGNED TO MEET THE
MAXIMUM LOAD CONDITIONS.
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Ja mes C Digitally signed by
James C Douglas
Date: 2026.04.08
Douglas 025237-0400
ISOMETRIC VIEW
N.T.S. NOTE: PANEL PLACEMENT IS FOR ILLUSTRATIVE PURPOSES ONLY
DATE REVISION
03/26/2026 ORIGINAL
Page 12
SPECIFICATION REQUIREMENT NOTES: INSTALLATION REQUIREMENT NOTES:
Solar Foundations’
Ph: (ass) 738-7200 Fax: (866) 644-5665
USA
19720
THE FOLLOWING MATERIAL SPECIFICATION REQUIREMENTS PERTAIN TO 1. THE MINIMUM AVERAGE INSTALLATION TORQUE REQUIRED TO
THE FABRICATION OF THE SOLAR FOUNDATIONS USA® GROUND MOUNT OBTAIN THE REQUIRED INDICATED CAPACITIES AND THE MINIMUM
INSTALLATION DEPTH SHOWN ON THE PLANS SHALL BE
T/RAIL SOLAR SUPPORT STRUCTURE AS INDICATED ON THESE DRAWINGS.
DE
SATISFIED PRIOR TO TERMINATION OF THE GROUND SCREW
49%” f INSTALLATION. THE INSTALLATION TORQUE SHALL BE AN
SFUSA® ALUMINUM RAILS SHALL CONFORM TO ASTM B221.
Castle,
AVERAGE OF THE INSTALLATION TORQUES INDICATED DURING THE
NT
(eo KS). STEEL TUBING SHALL BE ASTM A500 HIGH YIELD
60 KSI). LAST ONE FOOT OF INSTALLATION.
STEEL PIPE.FOR PILES SHALL CONFORM TO ASTM A500 GRADE
et
WwW
THE TORSIONAL STRENGTH RATING OF THE GROUND SCREW
212” C.
SHALL NOT BE EXCEEDED DURING THE INSTALLATION. IF THE
STEEL PILE EXTENSIONS SHALL BE ASTM A53 GRADEB
New
TORSIONAL STRENGTH LIMIT OF THE GROUND SCREW HAS BEEN
OF
STEEL PIPE FOR DIAGONAL BRACING SHALL BE ASTM A53 GRADE
REACHED, BUT THE SCREW HAS NOT REACHED THE TARGET
110%" ol Hl A.
FABRICATED STEEL PLATE FOR PILE CAP + iacnen BRACING DEPTH, PERFORM THE FOLLOWING:
Road,
CLAMPS, ETC. SHALL BE ASTM A356 OR A10
NO
a. REVIEW DEVELOPED TORQUE AND GROUND SCREW DEPTH
SEE CAP STEEL BOLTS SHALL CONFORM TO SAE "429 GRADE 5 OR
WITH ENGINEER OF RECORD TO DETERMINE IF ACCEPTABLE
DETAIL (TYP.) BETTER. FOR THIS INSTALLATION BASED UPON MINIMUM FROST DEPTH
.
River
STEEL U—BOLTS SHALL CONFORM TO ASTM 1018.
REQUIREMENT.
on
USS FLAT STEEL WASHERS SHALL CONFORM TO ASTM F844 AND
aX
. FOR INSTALLATION INTO HIGHLY COMPACTED SOIL, CREW
Re STEEL CONNECTIONS SHALL CONFORM TO ASTM A563
SHALL PRE-—DRILL THE GROUND SCREW LOCATION WITH A
29 DEGREE 132%
A)
1142
. ALL FIELD WELDING SHALL CONFORM TO AWS D1.1/D1.1M 36" CARBIDE TIPPED ROCK AUGER TO FULL GROUND
49%” ! 98%" A;
OO
SCREW DEPTH PRIOR TO INSTALLATION OF THE GROUND
ah
—STRUCTURAL WELDING CODE REQUIREMENTS.
. ALL STEEL SHALL BE HOT—DIP GALVANIZED PER ASTM Ai23 OR SCREW
_—_
—b
_ FOR INSTALLATION INTO SOLID ROCK, CREW SHALL
A153 AFTER ALL FABRICATION HAS BEEN COMPLETED.
[ PRE—DRILL THE GROUND SCREW LOCATION WITH A 336”
T/RAIL PNEUMATIC DRIVEN ROCK DRILL. DEPTH OF DRILLED HOLE
INTO THE ROCK SHALL BE A MINIMUM OF 30” TO ALLOW
THE GROUND SCREW TO BE INSTALLED A MINIMUM OF 24”
. 43%,” INTO THE ROCK FOR FULL FLIGHT ENGAGEMENT.
30° RACE CLAMP o 3. IF THE TARGET DEPTH IS ACHIEVED, BUT THE TORSIONAL OQ
| WITH (2) 36” ° REQUIREMENT HAS NOT BEEN MET THE INSTALLER PERFORM —
BOLTS ONE OF THE FOLLOWING: me
'
GRADE | NORTH PILE MAY USE THREADED COUPLING
IN PLACE OF WELD, COUPLING TO BE
LOCATED ABOVE THE DIAGONAL WIND BRACE
a. INSTALL THE GROUND SCREW DEEPER TO OBTAIN THE
REQUIRED CAPACITY. w| 2<¢ Ss
+—— 47%” ——-'= 984” —=— 39h" . REMOVE THE GROUND SCREW AND INSTALL AN APPROVED
SINGLE FLIGHT PILE WITH A LARGER DIAMETER HELICAL y A Bp
PLATE OR ONE WITH MULTIPLE HELICAL PLATES.
. REDUCE THE LOAD ON THE INDIVIDUAL GROUND SCREWS BY <|QR Re
EAST ELEVATION
PROVIDING ADDITIONAL GROUND SCREWS AT A REDUCED
SPACING. CONTACT ENGINEER OF RECORD FOR aEZIOM<o
ors
DETERMINATION OF MAXIMUM PILE SPACING BASED UPON
S|) eS55
S|<| F082
N.T.S. DEVELOPED TORQUE.
Peanest
NOTE:
TYPICAL
A)
>§ "&<
1. ARRAY HEIGHT DIMENSIONS ASSUME LEVEL GRADE 60
<
as
2%" SCH 40 LEAD SECTION
SFUSA® RAIL
SFUSA® RAIL FASTENED TO TUBE
STEEL WITH 36” GALVANIZED U-BOLT. Digitally signed by
GALVANIZED SADDLE 5x4x%” HSS TUBE STEEL GALVANIZED JamesC James C Douglas
FULL PENETRATION GROOVE WELDED AT
Date: 2026.04.08
SPLICES
HSS FASTENED TO PILE CAP eee sh085508-0400
WITH y,” GALVANIZED U—BOLT
36” BOLT, TYP.(5)
of 1%,” SCH 40 DIAGONAL
WIND BRACE—GALVANIZED
(SOUTH PILE ONLY)
CONTINUOUS FLIGHT HELIX
"x19" HELICOID LENGTH TYPICAL.
WHEN USED IN HIGH DENSITY SOILS,
ROCKY SOILS OR BEDROCK, PRE—DRILL
PILE CAP ASSEMBLY _/ THE GROUND SCREW LOCATION WITH A
a DRILL OR ROCK AUGER AS
2%” SCH 40 GROUND _/
SCREW, GALVANIZED MINIMUM 60” DEPTH OR UNTIL
LOAD BEARING STRATA REACHED
CAP DETAIL GROUND SCREW DETAIL
N.TS. N.T.S. DATE REVISION
03/26/2026 |ORIGINAL
Page 13
Solar Foundations:
Ph: (855) 738-7200 Fax: (866) 644-5665
USA
1142 River Road, New Castle, DE 19720
DIAGONAL
| 80’°—0”
NORTH PILE LINE
encceaex 9 eo \)
PILE 1N PILE 5N | i
15-56" AK
8-2)" 5"x4"x%” HSS TUBE STEEL |
|
| |
| aPILE 1S — | :
| BS rou SCREW (TYPICAL) SSRI Pile Eis | | =
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(OUTSIDE PANEL EDGES) a | Sas
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PILE PLAN LAYOUT 2) PARAS
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James C Douglas
Date: 2026.04.08
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03/26/2026 ORIGINAL
Page 14
NORTH
™ Hickory Dickory Farm LLC.
(STAKE 3 STAKE 4@]|/
So TAKE-OUT PLAN
ARRAY PERIMETER 15'-572"
WEST EAST
@stake 1 STAKE 2@|V
< 78'-6" 7 Diagonal
4Lx10C sub-array 80'-0"
SOUTH
Page 15
Short Environmental Assessment Form
Part I - Project Information
~ Instructions for Completing
Part 1 — Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the
application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part | based on
information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as
thoroughly as possible based on current information.
~-Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the
lead agency; attach additional pages as necessary to supplement any item.
Part 1 — Project and Sponsor Information
Name of Action or Project: _
Project Location (describe, and attach a location map):
Te tne esr Craw ero ech j adie cow ay AWS Pao. Nous @ .
Brief Description of Proposed Action:
- 7 Pn nt ; a a oon A _ . = Ae
To wWSlaWl ond elecr a Soler Pomet sailarea | 2) pwnd mounted Ac ys cont Fo hee
YOO. Neuse Fyy
Name of Applicant or Sponsor: Telephone: Tle 242. 47180)
Damian Parnrcec
E-Mail: damcanGd Kemiershrag <5. CoM
Address:
1627 Batley ad
City/PO: State: Zip Code:
Cask AKUtores. ad luoS co
1. Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, NO YES
administrative rule, or regulation?
If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that [| x]
may be affected in the municipality and proceed to Part 2. If no, continue to question 2.
2. Does the proposed action require a permit, approval or funding from any other government Agency? NO YES
| If Yes, list agency(s) name and permit or approval:
=
3. a. Total acreage of the site of the proposed action? “>\ Oe acres
b. Total acreage to be physically disturbed? 0.027 acres
c. Total acreage (project site and any contiguous properties) owned
or controlled by the applicant or project sponsor? S\ acres
4. Check all land uses that occur on, are adjoining or near the proposed action:
[__] Urban a Rural (non-agriculture) [J Industrial [[] Commercial Residential (suburban)
[_] Forest Agriculture [_] Aquatic [_] Other(Specify):
[__] Parkland
Page | of 3 SEAF 2019
Page 16
5. [Is the proposed action,
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a. A permitted use under the zoning regulations?
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b. Consistent with the adopted comprehensive plan?
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6. Is the proposed action consistent with the predominant character of the existing built or natural landscape?
x]
7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? E
Cp)
mS
If Yes, identify:
[|
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oa)
a
8. a. Will the proposed action result in a substantial increase in traffic above present levels?
b. Are public transportation services available at or near the site of the proposed action?
LLL
c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed
action?
.|.9,.. Does the proposed action meet or exceed the state energy code requirements?
(TI
re
C2
If the proposed action will exceed requirements, describe design features and technologies:
10. Will the proposed action connect to an existing public/private water supply? NO | YES
O
If No, describe method for providing potable water:
11. Will the proposed action connect to existing wastewater utilities? NO | YES
If No, describe method for providing wastewater treatment:
[|
12. a. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district YES
which is listed on the National or State Register of Historic Places, or that has been determined by the
Commissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the
State Register of Historic Places?
b. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for
archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory?
13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain YES
wetlands or other waterbodies regulated by a federal, state or local agency?
(LIL
b. Would the proposed action physically alter, or encroach into, any existing wetland or waterbody?
If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres:
Page 17
14. Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply:
[Shoreline [_] Forest [x] Agricultural/grasslands [_] Early mid-successional
[-]Wetland [_] Urban Suburban
15. Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or
tT)
va
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O
Federal government as threatened or endangered?
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16. Is the project site located in the 100-year flood plan? ES
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17. Will the proposed action create storm water discharge, either from point or non-point sources? ES
re
If Yes,
PLL
a. Will storm water discharges flow to adjacent properties?
| b. Will storm water discharges be directed to established conveyance systems (runoff and storm drains)?
If Yes, briefly describe:
18. Does the proposed action include construction or other activities that would result in the impoundment of water N YES
OC}
or other liquids (e.g., retention pond, waste lagoon, dam)?
If Yes, explain the purpose and size of the impoundment:
PIL
19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO | YES
management facility?
— 7
If Yes, describe:
20.Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or NO | YES
completed) for hazardous waste?
If Yes, describe:
I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF
MY KNOWLEDGE
Applicant/sponsor/name: Dam van Coc Ver Date: “| s\ Le
Signature: BES Title ow noe
| a ee ™.
PRINT FORM Page 3
Page 18
INSTRUCTIONS(RP-5217-PDF-INS): WWW.Orpé..stata.ny US.
FOR COUNTY USE ONLY New York State Department of
C1. SWIS Code LY at G4 Taxation and Finance
C2. Date Deed Recorded | l / as Office of Real Property Tax Services
Month Year
RP- 5217-PDF
C3. Book | L, L, 3 u Oca. Bak [0.49.0 | Real Property Transfer Report (8/10)
PROPERTY INFORMATION |
/
1. Property 1627 Bailey Road
- Location
* STREET NUMBER * STREET NAME
14052
VILLA * ZIP CODE
2. Buyer Wa / 41,
iene FIRS f NAME
~~" LAST NAME/COMPANY FIRST NAME
* Me Indicate where future Tax Bills are to be sent
ng if other than buyer address(at bottom af form) ccaT icon cerry
Address
STREET NUMBER AND NAME CITY OR TOWN STATE ZIP CODE
4. Indicate the number of Assessment =] g poses = gp —_([_] Partofa Parcel (Only if Part of a Parcel) Check as they apply:
Roll parcels transferred on the deed 4A. Planning Board with Subdivision Authority Exists [|
5- Dore X _OR 50.00 4B, Subdivision Approval was Required for Transfer []
Property “FRONT FEET Sertnee eee
Size 4C. Parcel Approved for Subdivision with Map Provided []
Reinbolt David J.
6. Seller * LAST NAME/COMPANY FIRST NAME
Name :
Reinbolt Jo A.
LAST NAME/COMPANY FIRST NAME
Check the boxes below as they apply:
*7. Setect the description which most accurately describes the
use of the property at the time of sale: 8. Ownership Type is Condominium
OOOO
9. New Construction on a Vacant Land
A. One Family Residential
410A, Property Located within an Agricultural District
108. Buyer received a disclosure notice indicating that the property is in an
Agricultural District
| SALE INFORMATION | 15. Check one or more of these conditions as applicable to transfer:
A. Sale Between Relatives or Former Relatives
baad
41. Sale Contract Date 10/14/2018 B. Sale between Related Companies or Partners in Business.
C. One of the Buyers is also a Seller
* 42. Date of Sale/Transfer \\ aia, (2) 290 D. Buyer or Seller is Government Agency or Lending Institution
E. Deed Type not Warranty or Bargain and Sale (Specify Below)
F, Sale of Fractional or Less than Fee Interest (Specify Below)
*43, Full Sale Price "530, 000. 00 G. Significant Change in Property Between Taxable Status and Sale Dates
PE
H. Sale of Business is Included in Sale Price
( Full Sale Price is the total amount paid for the property including personal property. |, Other Unusual Factors Affecting Sale Price (Specify Below)
This payment may be in the form of cash, other property or goods, or the assumption of J. None
mortgages or other obligations.) Please round to the nearest whole dollar amount.
Comment(s) on Condition:
14. Indicate the value of personal
property Included in the sale 00
ASSESSMENT INFORMATION - Data should reflect the latest Final Assessment Roll and Tax Bill |
46. Year of Assessment Roil from which information taken(YY) 18 “17. Total Assessed Value 115,600
*48. Property Class 240 *49. School District Name Bast Aurora Union
*20. Tax Map Identifler(s)/Roll Identifier(s) (If more than four, attach sheet with additional identifier(s))
200.00-3~2
CERTIFICATION
| Certify that all of the items of information entered on this form are true and correct (to the best of my knowledge and belief) and | understand that the making of any willful
adh of m rial fact hereln relative to the making and filing of false instruments.
BUYER CONTACT INFORMATION
(Enter information for the buyer. Note: If buyer is LLC,society, association, corporation, joint stock company, estate or
entity that is not an individual agent or fiduciary, then a name and contact information of an individual/responsible
A by | } party who can answer questions regarding the transfer must be entered. Type or print clearly.)
O alep lk
ELLER SIGNATURE / °|
Rosinski Philip & Kelly
BUYER SIGNATURE
* LAST NAME FIRST NAME
ay Oh AWW" » : i \Y \\ ON “AREA CODE “TELEPHGNE NUMBER {Ex 9999999)
BUYER SIGNATURE
L627 Bailey Road
* STREET NUMBER * STREET NAME
East Aurora NY 14052
“CITY OR TOWN *STATE “ZIP CODE
BUYER'S ATTORNEY
Lorigo Ralph
LAST NAME FIRST NAME
(716) 824-7200
AREA CODE TELEPHONE NUMBER (Ex: 9999999}
Book11340/Page1092 Extra Page 1
Page 19
WARRANTY DEED
THIS INDENTURE
Made the 2.7 day ot./ 220. Je, 2018.
BETWEEN David J. Reinbolt and Jo A. Reinbolt, his wife, residing at 514 Snyder Road, East Aurora,
New York 14052,
parties of the first part,
AND Damian Parker and Victoria Parker, husband and wife, residing at 1768 Lewis Road, South Wales,
New York 14139,
parties of the second part.
WITNESSETH, that the parties of the first part, in consideration of One and More Dollars ($1.00 and more)
lawful money of the United States, paid by the parties of the second part, does hereby grant and release unto
the parties of the second part, their survivors, their beneficiaries and assigns forever,
ALL THAT TRACT OR PARCEL OF LAND, situate, Town of Aurora, County of Erie and State
of New York, being part of Lot Number seventeen (17), Township nine (9), Range six (6) of the Holland
Land Company’s Survey and bounded and described as follows:-
West by land formerly owned and occupied by Iva M, Lewis, fifty-nine (59) chains and seventy-
seven (77) links; north by Lot Number eighteen (18) eight (8) chains and thirty-eight (38) links; east by a
line parallel to the first mentioned boundary fifty-nine (59) chains and sixty-two (62) links; and south by
Township Number eight (8) in Range six (6), eight (8) chains and thirty-eight (38) links containing
fifty (50) acres be the same more or less.
Said premises being known as 1627 Bailey Road, East Aurora, New York 14052.
Tax Map No. 200.00-3-2
SUBJECT to covenants, easements, restrictions, declarations and agreements of record.
TOGETHER with the appurtenances and all the estate and rights of the parties of the first part in and to
said premises;
TO HAVE AND TO HOLD the premises herein granted unto the parties of the second part, their
survivors, their beneficiaries and assigns forever.
AND said parties of the first part covenant as follows:
FIRST, That the parties of the second part shall quietly enjoy the said premises;
SECOND, That said parties of the first part will forever WARRANT the title to said premises.
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Book11340/Page1091
Page 20
THIRD, That in compliance with Section 13 of the Lien Law, covenants the parties of the first part will
receive the consideration for this conveyance and will hold the right to receive such consideration as a
trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the
same first to the payment of the cost of the improvement before using any part of the total of the same
for any other purpose.
IN WITNESS WHEREOF, the parties of the first part have hereunto set their hands and seals the day
and year first above written.
IN PRESENCE OF
L.S.
Davi J. a
State of . oi (ZO ”~
SS;
County of ra mn A )
On this Z day of / Nr L tr__, 2018, before me, the undersigned, personally
appeared David J. Reinbolt and Jo A. Reinbolt, personally known to me or proved to me on the basis of
satisfactory evidence to be the individual(s) whose name(s) are subscribed to the within instrument, and
acknowledged to me that they executed the same in their capacity(ies), and that by their signature(s) on
the instrument, the individual(s), or the person upon behalf of which the meena) acted, executed the
instrument . ?
Blanca Istas
Atiéona
Geurity,Public
VumaNotary Notary lic Lo
a5 eee} \"Ft 7 4
4g My Comm. Expires 08-30-2022
Commission No. 552266
Book11340/Page1092
Page 21
County Clerk's Recording Page
. . .
Return to:
oro _ 11340 Page: 1090
DAMIAN PARKER
1627 BAILEY AVE Doc Type. DEED
E AURORA, NY 14052 Rec Date: 01/18/2019
Rec Time: 03:45:30 PM
Control #: 2019014474
Party 1: UserID: Nancy
Trans #: 19006232
ices email
Party 2: Document Sequence Number
PARKER DAMIAN TT201 8 1319 4
20180
. Consideration Amount: 530000.00
Recording Fees:
RECORDING BASICaa MT 3
$35. $35.00 SONYMA MT ae
$0.00
COE CO $1 RET $1.00 ADDL MT/NFTA $0.00
COE STATE $14.25GEN $14.25 SP MT/M-RAIL $0.00|
COE STATE $4.75 RM $4.75 NY STATE TT $2,120.00
RP5217
RP52i17 CNTY
ST-RES$9 $116 $9.00
$116.00 ROAD FUND TT $0.00:
TP584 $10.00
Total: $2,310.00
STATE OF NEW YORK
ERIE COUNTY CLERK’S OFFICE
WARNING — THIS SHEET CONSTITUTES THE CLERK’S ENDORSEMENT REQUIRED
BY SECTION 319&316-a (5) OF THE REAL PROPERTY LAW OF THE STATE OF NEW
YORK. DO NOT DETACH. THIS IS NOT A BILL.
Michael P. Kearns
Erie County Clerk
Book11340/Page1090