MAP, PLAN AND REPORT OR THE PROPOSED TOWNS O VARICK AND ROMULUS WATER DISTRICT (NYS ROUTE 8) TOWNS O ROMULUS & VARICK SENECA COUNTY, NEW YORK Prepared or: TOWN O ROMULUS TOWN BOARD 45 Prospect St., PO Box 77 Willard, NY 4588 TOWN O VARICK TOWN BOARD 4782 Rt. 6 Romulus, NY 454 Prepared by: TIMOTHY C. BUHL, P.E. 746 Goodrich Hill Road Locke, New York 02 DECEMBER 2, (REVISED MAY, )
MAP, PLAN, AND REPORT OR THE PROPOSED TOWNS O VARICK AND ROMULUS WATER DISTRICT (N.Y.S. ROUTE 8) TABLE O CONTENTS I. INTRODUCTION AND OBJECTIVES...................................... II. EXISTING ACILITIES, CONDITIONS AND WATER USAGE................. 2 III. PROPOSED WATER DISTRICT IMPROVEMENTS AND ALTERNATIVES...... IV. DISTRICT IMPROVEMENT COSTS....................................... 4 V. INANCING AND PROJECTED USER COSTS.............................. 4 VI. CONCLUSIONS AND RECOMMENDATIONS.............................. 7 APPENDIX A APPENDIX B APPENDIX C APPENDIX D APPENDIX E APPENDIX APPENDIX G APPENDIX H USGS Project Location Map Proposed District Area Maps ( also separate attachment) Proposed District Area Property Description Property Tabulation Proposed Water District Improvements Cost Estimate Water Usage Estimate inancing Analysis Operation and Maintenance Cost
MAP, PLAN, AND REPORT OR THE PROPOSED TOWNS O VARICK AND ROMULUS WATER DISTRICT (N.Y.S. ROUTE 8 ) TOWNS O VARICK AND ROMULUS SENECA COUNTY, NEW YORK I. INTRODUCTION AND OBJECTIVES The Towns of Varick and Romulus are located in the central portion of Seneca County, approximately miles southwest of Syracuse, New York. (See Appendix A - Location Map) The Towns desire to construct a water main along Rte. 8, which follows the western shore of Cayuga Lake through the Towns. Residents in the project area have expressed the need for public water supplies. All residents have individual water systems, with supplies from either Cayuga Lake or private wells. These supplies are subject to various problems. Most residents obtain water from Cayuga Lake and have water quality problems due to turbidity, bacteria, runoff, and migratory fowl habitation. Water quantity can also be a problem as zebra mussel infestation in the lake clogs many intakes. In addition, variations in Cayuga Lake water levels often leave private intakes dry during portions of the year. or residents with private wells, water quality and yields are often poor. Many private wells have sulphur or other inorganic quality problems. Many residents have come to the Town Boards requesting the formation of a water district to serve the project area. The proposed Varick/Romulus water district will consist of new water main from the southern border of the Town of ayette through the Town of Varick and then approximately 2,470 feet into the Town of Romulus. The water main will connect to the existing Town of ayette s Water District No. which is supplied with water directly from the Village of Seneca alls Water iltration Plant, located on Cayuga Lake in the Town of ayette. The new Romulus water district will initially serve approximately 22 existing residences (units) and ultimately could serve as many as 40 parcels. In order to reach Romulus from the ayette Water District, approximately 22, linear feet of new water main will be run through the Town of Varick to the northern Romulus Town line. This will serve 6 existing residences and ultimately could serve approximately units (hook-ups) once presently vacant lots are occupied. Both the Towns of Romulus and Varick will be responsible for the bonding and borrowing for the project. The Towns will form water districts covering their respective project areas and purchase water from ayette/seneca alls. An inter-municipal agreement between Romulus and Varick will be created to establish the equitable share of the required payments for both the capital costs and operation and maintenance. The basis for this agreement will be the relative benefits realized and the actual water used by each township. This report is an updated version of the report that was first prepared late in, and it is still the required first step towards the development of the proposed water system in any newly formed Districts. The objective of this report is to provide both the Towns of Varick and Romulus, and all concerned residents, with information pertaining to all of the key issues associated with providing
Map, Plan & Report - Proposed Water District 2 Towns of Varick and Romulus the new system to all of the properties along and in the vicinity of NYS Route 8. The following information is provided: C C C C C A map clearly identifying the proposed improvement area, a survey description of the area to be included, and a complete tabulation of all the properties located within the project area. The tabulation provides the following information: owners name, property location, tax map number, total assessment value, NYS Property Classification Code, and assignment of equivalent dwelling units (EDU). A full description of the required improvements to be constructed in order to provide the proposed service to the area. A discussion of how the project will be financed. Preliminary cost estimates for both the capital construction as well as operation and maintenance of the system. Information on how the costs will be recovered and the specific user costs for a typical property located within the proposed improvement area. II. EXISTING ACILITIES, CONDITIONS AND WATER USAGE The proposed new water main for the area is not a replacement system since no public water supply systems exist in this part of the County. Directly related to this project, however, is the presence of existing Agricultural Districts in both the Town s of Varick and Romulus. The consequence of proposing a new water district which includes land which is within an existing Ag District is that there are applicable Ag & Market laws which must be followed. At this stage of the project there is no need to address these regulations but prior to the advancement of funds for the construction of the project, the preparation of both a Preliminary and inal Notice of Intent (NOI) is required. Water usage was estimated for the proposed improvement service area using water meter data from similar properties in the Town Owasco, Cayuga County. Due to the nearly identical characteristics of both locations, it was assumed that usage in the Owasco area would be similar to the anticipated usage in the proposed district. A complete water usage analysis had been completed for the Town of Owasco during the development of its new sewer system project. The following is an excerpt from that analysis. A critical element in the final design of the proposed improvements for this project will be an estimate of the actual water usage in the District. The vast majority of the residences to be served with the public sewer already are served by public water. As such, water meter consumption data is available. Realizing that many of the homes within the proposed District are seasonal, an attempt has been made to approximate the anticipated total usage during both the winter and summer months. A brief summary of this information is available in Appendix.
Map, Plan & Report - Proposed Water District Towns of Varick and Romulus III. PROPOSED WATER DISTRICT IMPROVEMENTS AND ALTERNATIVES District Area Boundary The limits of the proposed improvement area is shown on the maps in Appendix B (separate attachment) and is fully described in Appendix C. The specific parcels included in the district are listed in the Appendix D tabulation and were selected based on and their location relative to the proposed project area. If, during the course of reviewing this document by both the public and the Town Boards of Varick and Romulus, it is deemed appropriate to modify the improvement area limits, parcels may be added or deleted. Required acilities To provide the proposed water service to the various properties included in the project area, approximately 22, feet of 2-inch ductile iron water pipe will be installed in the Town of Varick and will be fed by/connected to the existing 2-inch water main in the Town of ayette, which terminates at the Town line between ayette and Varick, along Route 8 (see Appendix B). The new main will follow Route 8 through Varick and at the southern limit of the Town of Varick, an additional 2,470 feet of 2" main will be installed along Route 8 in the Town of Romulus and terminate just south of the area known as Poplar Shore. Since the Poplar Shore area contains several lakefront roads serving numerous properties immediately adjacent to Cayuga Lake, an additional 5,700 feet of 8" water main will be required. Typical service connections (corporation stops, service pipe, curb stops and boxes at the Right-Of-Way line), will be provided for each individual residence and it will also be provided to any vacant lots along the proposed route that potentially could have a future residence. In accordance with the applicable 0 State Standards, a suitable number of gate valves and hydrants will also be installed along the entire route. A Preliminary engineering review of the proposed extension indicates that no topography, flow, or pressure problems should be experienced anywhere within the proposed district boundaries. This was done using the projected average daily demands and estimated fire flow requirements. However, it is recommended that a more detailed computer analysis be made of the proposed extension, with various flow and consumption parameters being analyzed prior to any finalization of the project design. Alternative Routes Public water supply alternatives available to the Towns include the development of a new source or connection with an existing source. Development of a new source is difficult as groundwater supplies in the area are limited and construction of a surface water source for a relatively small service area is costly. With two existing sources near the project area, the Towns considered connection to an existing source the best option. The first nearby source is the hamlet of Romulus water district, west of the project area. The second source is the Town of ayette Water District No. (Cayuga Lakefront), north of the project area. The Romulus district is the closest source to the project area, but has very few existing users along the route to cover the cost of a new transmission main to the Rte. 8 area. To reach the Town of ayette district to the north would require construction of a transmission main along Rte. 8 through both the Towns of Varick and Romulus.
Map, Plan & Report - Proposed Water District 4 Towns of Varick and Romulus In this case there are enough existing and potential users along the route that the cost of the new main can be justified by having both Varick and Romulus residents hook up to the main. Consequently, the Towns chose to pursue this alternative. IV. DISTRICT IMPROVEMENT COSTS The overall total cost for the base project is estimated to be approximately $2,5,72 and would include both the construction of the improvements as well as the engineering, financing, and legal requirements necessary to complete the project (see Appendix E). In addition, separate cost estimates were prepared for each Township (Varick: $,66,856 Romulus: $,245,5). unding through grants for this project are being pursued, and consequently the financing for the project will be reviewed through a variety of approaches. V. INANCING AND PROJECTED USER COSTS User costs would be comprised of two components. irst is that part consisting of the capital cost recovery to pay for the installation of the improvements. The second is the annual operation and maintenance cost for operating the system and consuming the water. These are discussed in the sections that follow. Capital Cost Recovery The primary and most frequently used method of capital cost recovery involves assigning Equivalent Dwelling Units (EDUs) to each property based on the property s current NYS land classification. In this method, user costs are proportional to the number of EDUs associated with any given property. A more detailed discussion of this method is found below. The EDU system is a common means of apportioning costs within a proposed water district and is associated with the relative benefit yielded by any given property within the District. The two primary criteria used in evaluating such a benefit are: () the actual usage of the property/facility and (2) the potential future benefit the property may yield as a result of the installation of the water main, i.e. development potential, etc. A schedule of EDU assignments has been developed and is as follows. As is typical of such a system, the base value of EDU is associated with a typical single family year-round or seasonal residence. EDU ASSIGNMENT EDULE Residential (Year-Round or Seasonal - Class Code ).0 EDU per Dwelling Unit.
Map, Plan & Report - Proposed Water District 5 Towns of Varick and Romulus Apartments (If in addition to Residential or Commercial Use) 0. EDU per Bedroom Unit..0 EDU per 2 or more Bedroom Units. Agricultural & Vacant Land (Class Codes & 00) 0.5 EDU per vacant buildable parcel.* 0.0 EDU per vacant non-buildable parcel. 0. EDU per vacant lot with driveway access only Commercial, Industrial & All Others (Class Codes 400-00).0 EDU per facility (If annual water consumption is greater than the average annual usage for a typical residential property, add.0 EDU each for the additional usage equal to the residential average or fraction thereof) * buildable parcel shall mean any vacant parcel of land which due to it s preexistence to the present zoning requirements or compliance with said regulations, and not subject to other restrictions and/or limitations, could be developed into a Residential property as described above. There are numerous situations within the District where only a portion of a given property is located within the boundary limits. In some cases, it may be an access road to agricultural land located behind the road frontage properties. In others, the parcel is simply divided with either the actual structure in or out of the District itself. Realizing that each situation is rather unique unto itself, a set of basic guidelines has been developed so that each circumstance can be defined and the appropriate EDU values assigned. PARTIAL PROPERTY VALUE ASSIGNMENT EDULE Access Drives Only Within District (' wide max.) A. Agricultural and Vacant Land (Code & 00) 0. EDU per acres or fraction thereof. B. Residential (Code ).0 EDU per Dwelling Unit if served. 0. EDU if not served.
Map, Plan & Report - Proposed Water District 6 Towns of Varick and Romulus C. Commercial & All Others (Codes 400-00).0 EDU per acility if served plus additional units as per EDU Schedule.. 0. EDU per acility if not served. rontage Within District (' Min.) A. Agricultural & Vacant Land (Code & 00) 0.5 EDU per vacant buildable parcel.* B. Residential (Code ) If structure within District:.0 EDU per Dwelling Unit. If structure outside District: Served -.0 EDU per Dwelling Unit. Not served - 0. EDU. C. Commercial & All Others (Codes 400-00) Distribution by Water Units (EDU) If structure within District:.0 EDU per acility. If structure outside District: Served -.0 EDU per acility plus additional units as per EDU Schedule. Not served - 0. EDU. As stated above, all single family residences, both seasonal and year-round, were assigned a value of.0 EDU. Values were also assigned to vacant land depending on whether the land was buildable. Buildable land is defined as any vacant land which, due to its preexistence to the present zoning requirements or compliance with said regulations, and not subject to other restrictions and/or limitations, could be developed into a residential property. Vacant, buildable land was assigned 0.5 EDUs, and vacant, non-buildable land was assigned 0.0 EDUs. EDU assignments for each property in the proposed improvement area are listed in Appendix D. Individual capital recovery costs were determined by dividing the total annual capital recovery cost by the total number of EDUs in the proposed improvement area (see Appendix G). As shown in the various calculations, this project has been broken down into the overall Base Project (Varick and Romulus combined), and the individual Town projects. or each scenario, three presumed potential financing arrangements were estimated. The first is the anticipated funding being secured through a combination of a Rural Development grant and long term loan. This was the approach taken in the 8 federal assistance request done for the Town of Romulus. The second financing approach is the traditional municipal bonding and the third is through a loan secured from the New York State Revolving Loan und. or the Base Project and based on these calculations, the typical (one EDU) residence would pay approximately $27.57 per year if an RD grant/loan financing were
Map, Plan & Report - Proposed Water District 7 Towns of Varick and Romulus obtained while it would cost approximately $.7 per year using an SR loan. or the individual Town projects, the costs are very similar to these figures due to the fact that the relative costs for either Town is paralleled by the number of users in that same township. Noted below is a tabulation of the financing calculations for a typical homeowner under each possible scenario. These figures area strictly for the capital cost recovery and separate from any Operation and Maintenance costs, which are discussed in the next section. Capital Cost Recovery Summary TOTAL COMBINED PROJECT (VARICK AND ROMULUS): Rural Development Grant & Loan: $27.57/year Traditional Municipal Bonding: $58.0/year State Revolving Loan und: $.7/year VARICK TOWNSHIP ONLY: Rural Development Grant & Loan: $28.0/year Traditional Municipal Bonding: $50.76/year State Revolving Loan und: $4.26/year ROMULUS TOWNSHIP ONLY: Rural Development Grant & Loan: $0./year Traditional Municipal Bonding: $65.0/year State Revolving Loan und: $62.6/year Operation and Maintenance Costs Operation and maintenance (O&M) costs are covered by all actual users in the proposed district. It is anticipated that each user will pay their fair share based on the actual amount of water used by that property. Consequently, these costs will vary between seasonal and year-round users. or the purpose of estimating the O&M costs in the proposed improvement area, costs for the various elements comprising O&M were tabulated and the total then divided by the actual number of users that would hook-up to the system at start-up. Based on these figures (see Appendix H), a typical residence would pay approximately $2.4 per year for O&M, at a water purchase rate of $./0 gallons, which is a conservative number, as the present Seneca alls charges are only $.0/0 gallons.
Map, Plan & Report - Proposed Water District 8 Towns of Varick and Romulus VI. CONCLUSIONS AND RECOMMENDATIONS or the Base Project described herein, the total annual cost for the typical single family home under this proposal would range from $62.5 ($27.57 for capital cost recovery and $ 2.4 for operation and maintenance) to a high of $27. (capital - $.7, O&M - $2.4). This range of cost is totally dependent on the type of financing which will be required for the project, as well as the actual interest rates. or example, Rural Development has three different interest rates that can be used, depending on the income levels in the project area. Rates range from a low of. % up to a market rate of 5.% which was used in this report. The Towns may qualify for the lowest rate (.%), which would bring the annual debt service down to $22.7, a savings of over $7.00 per customer per year. If additional grant monies were obtained form the upcoming ederal Stimulus and Economic Recovery Program of, the debt service could be drastically reduced or even eliminated.. Zero percent interest loans are also available form the NYS DWSR, again depending on income levels. Recent changes to Town Law Article 2 and 2-A, which regulate the formation of special districts in New York State, mandate that the approval of the State Comptroller s Office is necessary if the proposed water district or district extension costs exceed a certain value. or, this threshold is projected to be $624.00. In the event that the Rural Development grant/loan funding option does not come to fruition, and no other grants are secured, State review will be required for this project. Even though in certain scenarios the projected costs are above the current State threshold, due to the many benefits of this project and high potential for additional grant funding and lower than market interest rates, it is recommended that the proposed district residents and the Town Boards of both Varick and Romulus give this District improvement project every possible consideration. Respectfully submitted, TIMOTHY C. BUHL, P.E. Timothy C. Buhl, P.E. TCB\Rte8Watr\rpts\MPRRt8.wpd
APPENDIX A USGS PROJECT LOCATION MAP
Name: ROMULUS Date: /5/ Scale: inch equals.55 miles Location: 042 45' 8." N 076 45' 56.4" W NAD 27 Caption: VARICK - ROMULUS WATER DISTRICT STUDY AREA Copyright (C) 7, Maptech, Inc.
APPENDIX B PROPOSED DISTRICT IMPROVEMENT AREA MAPS
528.45 6. 0.87 40 44 87. 80(S) 40.00. TOWN O VARICK 84.55 TOWN O ROMULUS 52.2 2. A(C) 5.2 4.5 4(S) COUNTY ROAD 2 (4.5' WIDE) 5 0(S) 0(S) 0(S) 0(S) 2.7A(C) SOUTH TOWNLINE ROAD (4.5' WIDE) TOWN O VARICK TOWN O ROMULUS 452(S) SOUTH TOWNLINE ROAD (4.5' WIDE) 4.2 455(S) 2.24 0.8. 7 5 6 8(S) 46.0 4.0 05.08 7(S) 2.4 2.22 86.0A(C)..68 278. 574.7 762,27E,002,040N 2.0A(C) 4 (S) 00(S) (S) COUNTY ROAD 2 (4.5' WIDE) 4 5.6A(C) 2 24.6A(C) 82.5A(C) 4. 268.46 ROUTE 8 (66' WIDE) 245 2.2 02.66 80 02.76 7.4 70(S) 22.0 7 2.7A(C).2A(C) 7 5 6..2A(C) 52. 8.2A(C) 0 2.0A(C).4A(C) 6. 22 4.78 4.74 84.8 407.0 4 48.0 2.8 70(S) MAP5-5(S) 02 80 2.05 2(S) 772,27E,002,040N 56.88.6A(C) 8 8.54 4. 8.6.67 70(S) 7 6 248.88 (S) SEE SECTION MAP 4 4.7A(C) HICKS GULLY CREEK 7 MAP5 70(S) 58.4 00(S) 40 480(S) 278..4A(C) 22. 22.2.6A(C) 80.2 57.4 67.7 22.2 0.02 0(S).6(S) 22.2 2. 85.0 40.05 2.5 8.02 (S) 0 0(S) 2 40. 4.82 8 (S) 0 MAP4 52.2A(C) 8. BRANCH O HICKS 80.0A(C) 8.2 GULLY CREEK 6.A(C) 5 685.74 5.4A(C) 6.6.8A(C) 0 87.65.6A(C) 2 400 (S) 8(S) ROUTE 8 (66' WIDE) 722.0 8.8A(C) 24 0.2A(C) 0(S) 070(S) VINEYARD ROAD (4.5' WIDE).6A(C) 7 870(S) 6.7 8.7..A(C) 6. 8.7 6(S) 70(S) VINEYARD ROAD (4.5' WIDE) 26.7A(C) 2 2 2 8(S) 0. 2.0A(C) 2.7A(C) 28.6 28.6 705(S) 247.8 4. 565 78 7(S) 2.62 870(S) 5.45 24.55 SEE SECTION MAP 0 VINEYARD ROAD (4.5' WIDE) 05(S) 2.8A(C) 4.2 00(S) 76.77 855. 07.5 2.5A(C) 6.4A(C) 5 28 4.22.A(C) 5 582.67. 655.0 86(S) 6.A(C) 4(S) 40 4.4 26.7 76 5. 5(S) 78.0 44(S) 27.6A(C) 5.2 2.5A(C) 4.22 4.22 (S) 28.6 28.55 0(S) 76.0A(C) VINEYARD ROAD (4.5' WIDE) ROUTE 8 (66' WIDE) 57.78.0A(C) 4.62 4.2 26 65(S) 04.0 (S) 45(S) (S) 8..A(C) 2 28 (S) 4 56.45 ROUTE 8 (66' WIDE) 0(S) 0 6 8. 280 270.5 6..2A(C) 8 28 8 58.00 (S) 7 (S) 0(S) 5(S) 0(S) 0 48(S) 5(S) 0(S) MAP0-78 6.4 6 4 5 2 4 6 07.2.5 8.40 (S) 57.67 5.8 54. 26.6A(C) 5.2 77 PREPARED BY McINTOSH & McINTOSH, LAND SURVEYORS LOCKPORT, NEW YORK UNDER AUTHORITY O SENECA COUNTY BOARD O SUPERVISORS OR TAX PURPOSES ONLY 762,27E 6,040N THIS MAP WAS PREPARED OR TAX PURPOSES ONLY AND IS NOT TO BE REPRODUCED OR USED OR SURVEYING OR CONVEYANCING MAP CONVERTED TO DIGITAL TAXMAP ORMAT JUNE 6 BY JS 7.6A(C) 6 00(S).7A(C) 44 WEILER MAPPING A DIVISION O JAMES W. SEWALL COMPANY North Main Street, Suite 400, Elmira, NY 40 TEL: 7-77-68 AX: 7-77-68 5(S) 4(S) 562 264. 464. 448 4 DATE 5.5A(C) 48 4. MADE BY STONEY LONESOME ROAD (' WIDE) MAP0 27. ³ ROMULUS CENTRAL OOL PROPERTY LINE BLOCK LIMIT TAX MAP BLOCK No ORIGINAL LOT LINE GREAT LOT LINE TAX MAP PARCEL No 4-7- RAILROAD OOL DISTRICT LINE ILED PLAN LOT No 4 ROMULUS-VARICK IRE PROT. DIST. STREAM OR DITCH IRE DISTRICT LINE GREAT LOT No ROAD OR RAILROAD BNDY. WATER DISTRICT LINE W CALCULATED ACREAGE 7.5 A (C) COUNTY LINE DENOTE COMMON OWNER DEED ACREAGE 7.5 A TOWN LINE RESERVATION BOUNDARY SCALED DIMENSION 2 (S) VILLAGE LINE DEED DIMENSION 7.2 REVISION TABLE SPECIAL DISTRICTS LEGEND CHANGES OR ADDITIONS 56.8 OOL IRE WATER 78 52.5A(C) 5 04.0 85.0A(C) 2.2.4A(C) 22 2.2 82 07.6 87..55 580.88 2 22.0 4..6A(C) 2. 228.52 22.5 2.22 02.8 2.2 82 5 247.54 6 (S) 22.4 HOLLOW EK 2. 245.74 5 26. 224.0 02.8 (S) 24 82.0 (S) 26.70.6.68 (S).7 26 8(S) 4.A(C) 86.6 27.5 772,27E 6,040N TAX MAP TOWN O ROMULUS SENECA COUNTY, NEW YORK 400 0 400 GRAPHIC SCALE " = 400' MAP DATE 5 SECTION MAP
80(S) 05.08 7(S) ROAD,000,540N 76,27E 4..5A(C),002,540N 76,27E 4.2 00(S).2A(C).0A(C).4A(C) 2.7A(C).2A(C).6A(C).6A(C) 22.2 85.0 40.05 5 6 7 8 0 2 4 5 6 7 8 2 40. 80.2 57.4 67.7 0(S). 278. 8 8.54 4. 8.6.67 70(S) 56.88 52. ROUTE 8 (66' WIDE) (S) 0(S) 0 8.02 0.02 0 480(S) 2.5 6. 2(S) 245 48.0 2.2.05 407.0 02.66 84.8 80 80 4.74 02.76 7 02 4.78 7.4 MAP5-.2A(C) 2.4A(C) 22. 22.2 (S) 4.82 22.2 2.6(S) 87. 268.46 5(S) 22 70(S) 70(S). 22.0 2.8 46.0 8(S) 2.24 2.4. 2.22 455(S) 0.8 4.0 770,77E 770,77E,002,540N,000,540N PREPARED BY McINTOSH & McINTOSH, LAND SURVEYORS LOCKPORT, NEW YORK UNDER AUTHORITY O SENECA COUNTY BOARD O SUPERVISORS OR TAX PURPOSES ONLY THIS MAP WAS PREPARED OR TAX PURPOSES ONLY AND IS NOT TO BE REPRODUCED OR USED OR SURVEYING OR CONVEYANCING MAP CONVERTED TO DIGITAL TAXMAP ORMAT JUNE 6 BY JS WEILER MAPPING A DIVISION O JAMES W. SEWALL COMPANY North Main Street, Suite 400, Elmira, NY 40 TEL: 7-77-68 AX: 7-77-68 DATE MADE BY REVISION TABLE SPECIAL DISTRICTS LEGEND CHANGES OR ADDITIONS OOL ROMULUS CENTRAL OOL PROPERTY LINE ORIGINAL LOT LINE RAILROAD IRE IRE PROT. DIST. ³ROMULUS-VARICK STREAM OR DITCH ROAD OR RAILROAD BNDY. COUNTY LINE WATER TOWN LINE VILLAGE LINE BLOCK LIMIT GREAT LOT LINE OOL DISTRICT LINE IRE DISTRICT LINE WATER DISTRICT LINE DENOTE COMMON OWNER RESERVATION BOUNDARY W TAX MAP BLOCK No TAX MAP PARCEL No ILED PLAN LOT No GREAT LOT No CALCULATED ACREAGE DEED ACREAGE SCALED DIMENSION DEED DIMENSION 4-7- 4 7.5 A (C) 7.5 A 2 (S) 7.2 TAX MAP TOWN O ROMULUS SENECA COUNTY, NEW YORK 0 GRAPHIC SCALE " = ' MAP DATE 5- SECTION MAP INSERT
87. 685.74 84 5 80 (S) 0.87 44 40.00. 65 40 76 2 4 48 88 45 0 4. 4. 4(S).2 VINEYARD ROAD (4.5' WIDE).6A(C) 7 870(S) 6.7 8.7..A(C) 6. 8.7 764,27E 6(S) 8,040N 70(S) VINEYARD ROAD (4.5' WIDE) 26.7A(C) 78 2 2 2 8(S) 0. 2.0A(C).7A(C) 28.6 2 28.6 705(S) 247.8 4. 565 7(S) 2.62 870(S) 5.45 24.55 SEE SECTION MAP 5 VINEYARD ROAD (4.5' WIDE) 05(S) 2.8A(C) 4.2 00(S) 76.77 855. 07.5 2.5A(C) 6.4A(C) 5 28 4.22.A(C) 5 582.67. 655.0 86(S) 6.A(C) 4(S) 40 4.4 26.7 76 5. 5(S) 78.0 44(S) 27.6A(C) 5.2 2.5A(C) 4.22 4.22 (S) 28.6 28.55.0A(C) VINEYARD ROAD (4.5' WIDE) ROUTE 8 (66' WIDE) 0(S) 57.78 76.0A(C) 4.62 4.2 26 65(S) 04.0 (S) 45(S) (S) 8..A(C) 2 28 (S) 4 56.45 0(S) 0 6 8. 280 270.5 6..2A(C) 8 7 8 (S) (S) 0(S) 5(S) 0(S) 0 5(S) 0(S) MAP0-78 ROUTE 8 (66' WIDE) 58.00 28 48(S) 6.4 6 4 5 2 4 6 07.2.5 8.40 (S) 57.67 5.8 54. 774,27E 8,040N 546(S) 2.A(C) 40 4 28.A(C) 7. 7.6A(C) ROMULUS-VARICK IRE PROTECTION DISTRICT 6 8.7 BROMKA ROAD (4.5' WIDE) 280(S) 4.5A(C) 4(S).0A(C) 4.6A(C) OVID-ROMULUS IRE DISTRICT 8 7.2 28.00 0 28.00 BIG HOLLOW CREEK.A(C).8A(C) 6.A(C) 0 764,27E.2 00(S) 5(S) 4(S) 2. 4 8. 8.2 400(S) 28.0 42 2. 2,040N 4.7 562 7(S).7A(C) 685.4 55(S) 0(S) 44 264. SEE SECTION MAP 464. 67. 67. 265(S) 05(S) COUNTY ROAD 2 (4.5' WIDE).2 7.5 (S) 80 (S) 240.76 50(S).0A(C) 2(S) 2.0A(C) 465(S) 448.4.5A(C) 42 2(S) 2.6 7. 4. 45(S) 8.5 4 2.A(C) 5 66.A(C) 4.2 5.A(C) 4.22 400(S) 40 072. 2.0A(C) 7.2 SWICK ROAD (4.5' WIDE) 5.5A(C) 48 4. 85. 4. 8.6A(C) 4 44.0A(C) 4. 2(S) 4.7 726.00 0.A(C) 4.2 0(S) 26.6A(C) 0(S) 574.8 5(S) STONEY LONESOME ROAD (' WIDE) STONEY LONESOME ROAD (' WIDE) 5(S) 2.0 0(S) 685.4 2.7 685(S) 56.8 667. 8.0A(C) 2.5A(C) 66.0 BIG CREEK HOLLOW 0.A(C) 40 4.2 454.52 666.8 2747. 56.65 658.55.8A(C) 4..0A(C) 52.5A(C) ROMULUS CENTRAL OOL DISTRICT. A(C) 58.7A(C) 2. 7.4 78 54.6 40.85 5 MAP0 2.2 67.85 SOUTH SENECA CENTRAL OOL DISTRICT.A(C) 22.A(C) ROMULUS-VARICK IRE PROTECTION DISTRICT.7A(C).A(C) 2.8A(C) TOWN O ROMULUS 5.5A(C) 85.0A(C) 2.A(C) 62.5A(C) 2.7A(C).4A(C).6A(C).2A(C) 22.A(C) 2.4A(C) 4.2A(C) 6.7A(C) 2 4 5 7.6A(C) 4.5 22.7 2.22 22.6 7.7 6.4 4.2.77 48.67 2.2 48.64 SEE SECTION MAP 4 04.0 84 72. 6.8 4(S) 00(S) IRON BRIDGE ROAD (4.5' WIDE) 628.4 2.64 5.2 OVID-ROMULUS IRE DISTRICT 6 2.2.2 546.72 0(S)..2 22 2.2 82 07.6 87..55 580.88 2 22.0 4. 2. 228.52 22.5 2.22 02.8 2.2 67.85 82 5 247.54 6 (S) 5.4 22.4 BIG CREEK HOLLOW 2. 245.74 5 26 5 5.4. 224.0 02.8 (S) 24 82.0 (S) 26.70.6.68 (S).7 4.8 67.85 26 8(S) 57.45 4.A(C) 27. 2 28 86.6 4. 646.44 4.78 7(S) 50(S) 7.6 55.5 7.06 77. 47 8.5 ROUTE 8 (66' WIDE) 52 27.5.08 SWICK ROAD (4.5' WIDE).6 7.0 2 7.6 80(S) 0 5.66 2 72.87 8.8 70.5 80 5.00 6 2. 67. 4.5 ROMULUS CENTRAL OOL DISTRICT MAP0-2B 78.2 6 SOUTH SENECA CENTRAL OOL DISTRICT 4.4A(C) CREEK 27.2 8 8 0.2 0. 2 4 5 2. 4.08 78. OR REMAINDER O PARCEL SEE SECTION 4 PORTION O 0--52 46 67.0 8.54.5.0. 82. 62.7 87. 5. 4.56 0 0 6 7 8 84 2 22 2.A(C) 24 26 ROMULUS-VARICK IRE PROTECTION DISTRICT OVID-ROMULUS IRE DISTRICT.2A(C) 72 4.A(C) 28 0.0A(C).0 A(C) 8 5 2 00(S) 6 0 0 2.7 0(S) 40 5 0.4 4(S) 2.8 70(S) (S) 5.0 556.85 8.08 ROAD (' WIDE) 0 62.5 45 62.5 0 40 2.8 40 45 8.6 8.6 62.5 0(S) 48.8 0(S) 78.5 74 2.06 62.5 58.7 7.4 45 0.2 27 24 06.4 STATE ROAD 8 (66' WIDE) 2.6 5 2.58 0.4 52.7 2 5 85(S) 7. 27.8 4.5 0 0(S) 2 (S) 5(S) 7 76.66 65(S) 7. (S) PORTION O 0-2-78. 64.07 4 5(S). 65(S) 7 (S) 0 5 85(S) 44 2 480(S).8 8 42 56 40 0.8 42 0(S) 2.08 80(S) 40 68(S) 88.64 5(S) 0(S) 5 27 7 4 R.O.W. ('WIDE) 6 47.86 (S) 85 0 5 42 0 4 42 (S) 6(S) 4(S) MAP 0-2C 5.2 85 0(S) 24(S) 84.7 88.2 67(S) 45 47 7. 0.8 48 4 5 68.2 52.2 67 5 66 54 70 55 247 4.04 245 4.5 70. 46.7 26.5 R.O.W. ('W IDE) 4 4 5. 42.7 48.6 4.5 0 57 4 74 4.5 4 5(S) 48 2.2 80(S) 2 ROAD (' WIDE) 82.5 0.72 06.8 8 80(S) 0 0(S) 5(S) 28 08.5 5 (S) 08.5 (S) 0.5.5 55(S) 0 ROUTE 8 (66+' WIDE) (S) 0(S) 55(S) 2.2 0.8 4.2 (S) 2.7 8(S) 05.8 44.2 4..5 68.2 46 82.67 58 5 0 2.0A(C).2 56. 86.26 05.8 52.05.28 52. 57. 56 7.5 04.7 02.5 5(S) 8. 5(S) 44.6.0 28.6 80.6 28.6 44 28.6 50..6A(C) 540.2 622.4 28.6.2.8 0,040N 774,27E 4.0A(C) 6.2 6(S) 80(S) 46.A(C). PREPARED BY McINTOSH & McINTOSH, LAND SURVEYORS LOCKPORT, NEW YORK UNDER AUTHORITY O SENECA COUNTY BOARD O SUPERVISORS OR TAX PURPOSES ONLY 088 COUNTY ROAD 2 (4.5' WIDE) THIS MAP WAS PREPARED OR TAX PURPOSES ONLY AND IS NOT TO BE REPRODUCED OR USED OR SURVEYING OR CONVEYANCING MAP CONVERTED TO DIGITAL TAXMAP ORMAT JUNE 6 BY JS WEILER MAPPING A DIVISION O JAMES W. SEWALL COMPANY North Main Street, Suite 400, Elmira, NY 40 TEL: 7-77-68 AX: 7-77-68 DATE MADE BY. 5.A(C) 6. ³ ROMULUS CENTRAL OOL PROPERTY LINE BLOCK LIMIT TAX MAP BLOCK No SOUTH SENECA CENTRAL OOL ORIGINAL LOT LINE GREAT LOT LINE TAX MAP PARCEL No 4-7- RAILROAD OOL DISTRICT LINE ILED PLAN LOT No 4 ROMULUS-VARICK IRE PROT. DIST. STREAM OR DITCH IRE DISTRICT LINE GREAT LOT No OVID-ROMULUS IRE DISTRICT ROAD OR RAILROAD BNDY. WATER DISTRICT LINE W CALCULATED ACREAGE 7.5 A (C) COUNTY LINE DENOTE COMMON OWNER DEED ACREAGE 7.5 A TOWN LINE RESERVATION BOUNDARY SCALED DIMENSION 2 (S) VILLAGE LINE DEED DIMENSION 7.2 REVISION TABLE SPECIAL DISTRICTS LEGEND CHANGES OR ADDITIONS OOL IRE WATER IRON BRIDGE ROAD (4.5' WIDE).4 6. (S) 558.8 55.0A(C) 6 0 6(S) TAX MAP TOWN O ROMULUS SENECA COUNTY, NEW YORK 400 0 400 GRAPHIC SCALE " = 400' MAP DATE 0 SECTION MAP
40.00..0A(C) 07.5 6.4A(C) 28 40 78.0 26 VINEYARD ROAD (4.5' WIDE) 76.77 855. 5 2.5A(C) 4.22.A(C) 5 76,77E 8,040N. 655.0 86(S) 6.A(C) 4.4 5(S) 44(S) 27 4.22.0A(C) (S).6A(C) ROUTE 8 (66' WIDE) 57.78 4.62 4.2 65(S) MAP0-.A(C) 04.0 (S) 45(S) (S) 2 78 28 (S) 4 0(S) 0 6 280.5 6. 58.00 (S) (S) 7 0(S) 8 5(S) 0(S) 0 5(S) 0(S) 6 6.4 4 5 2 6 07.2.5 77,27N 8,040N (S) 582.67 26.7 76 5.2 28.55 28.6 76 8. 270.2A(C) 8 5.8 28 5. 2.5A(C) 56.45 57.67 4(S) 4.22 0(S) ROUTE 8 (66' WIDE) 8. 48(S) 4 8.40 54..4A(C).55 580.88 2 22.0 82 5 22.4 5 26. 22 PREPARED BY McINTOSH & McINTOSH, LAND SURVEYORS LOCKPORT, NEW YORK UNDER AUTHORITY O SENECA COUNTY BOARD O SUPERVISORS OR TAX PURPOSES ONLY THIS MAP WAS PREPARED OR TAX PURPOSES ONLY AND IS NOT TO BE REPRODUCED OR USED OR SURVEYING OR CONVEYANCING MAP CONVERTED TO DIGITAL TAXMAP ORMAT JUNE 6 BY JS 76,77E 6,540N WEILER MAPPING A DIVISION O JAMES W. SEWALL COMPANY North Main Street, Suite 400, Elmira, NY 40 TEL: 7-77-68 AX: 7-77-68 DATE MADE BY 82 4..6A(C) 6,540N ³ ROMULUS CENTRAL OOL PROPERTY LINE BLOCK LIMIT TAX MAP BLOCK No ORIGINAL LOT LINE GREAT LOT LINE TAX MAP PARCEL No 4-7- RAILROAD OOL DISTRICT LINE ILED PLAN LOT No 4 ROMULUS-VARICK IRE PROT. DIST. STREAM OR DITCH IRE DISTRICT LINE GREAT LOT No ROAD OR RAILROAD BNDY. WATER DISTRICT LINE W CALCULATED ACREAGE 7.5 A (C) COUNTY LINE DENOTE COMMON OWNER DEED ACREAGE 7.5 A TOWN LINE RESERVATION BOUNDARY SCALED DIMENSION 2 (S) VILLAGE LINE DEED DIMENSION 7.2 REVISION TABLE SPECIAL DISTRICTS LEGEND CHANGES OR ADDITIONS OOL IRE WATER 22 245.7 77,27N TAX MAP TOWN O ROMULUS SENECA COUNTY, NEW YORK 0 GRAPHIC SCALE " = ' MAP DATE 0-A SECTION MAP INSERT
65 BIG CREE H 5.4 4.8 57.45 4. 47 646.44 4.78 5,040N 2.4A(C) 7(S) 50(S) 7.6 77,27E 4.2A(C) 27.5.08.6 7.0 7.6 80(S) 2 0 5.66 2 8.8 72.87 70.5 4 5.00 2. 67. 4.5 7 5 46 67.0 6 27.2 ROMULUS CENTRAL OOL DISTRICT 8.54 SOUTH SENECA CENTRAL OOL DISTRICT.5. 82. 62.7 87. 8 5. 4.56 0 5,040N 772,77E ROUTE 8 (66' WIDE).6A(C).0 MAP0-2B 0.2 0 0. 5 6 2 0 0 4 40 5 5 0.4 6 80 8.08 7 45 84 8 67.85 67.85.2A(C) 22.A(C) 2 28 8.5 2 2 ROAD (' WIDE) 2.7 0 62.5 62.5 40 40 45 8.6 2 8.6 22 62.5 62.5 78.2 2. 0 2 6 8 4.4A(C) 4.08 78. 4(S) 2.8 0(S) 48.8 24 0(S) 78.5 26 27 52.7 2.8 58.7 28 7. 7. 7.4 2 27.8 PORTION O 0-2-78.,540N 77,27E 2.58 5 4.5 0 64.07 772,77E,540N 5.4 4.5 PREPARED BY McINTOSH & McINTOSH, LAND SURVEYORS LOCKPORT, NEW YORK UNDER AUTHORITY O SENECA COUNTY BOARD O SUPERVISORS OR TAX PURPOSES ONLY THIS MAP WAS PREPARED OR TAX PURPOSES ONLY AND IS NOT TO BE REPRODUCED OR USED OR SURVEYING OR CONVEYANCING MAP CONVERTED TO DIGITAL TAXMAP ORMAT JUNE 6 BY JS 7.06 SWICK ROAD (4.5' WIDE) WEILER MAPPING A DIVISION O JAMES W. SEWALL COMPANY North Main Street, Suite 400, Elmira, NY 40 TEL: 7-77-68 AX: 7-77-68 DATE MADE BY 5.A(C) ³ SOUTH SENECA CENTRAL OOL PROPERTY LINE BLOCK LIMIT TAX MAP BLOCK No ROMULUS CENTRAL OOL ORIGINAL LOT LINE GREAT LOT LINE TAX MAP PARCEL No 4-7- RAILROAD OOL DISTRICT LINE ILED PLAN LOT No 4 ROMULUS-VARICK IRE PROT. DIST. STREAM OR DITCH IRE DISTRICT LINE GREAT LOT No OVID-ROMULUS IRE DISTRICT ROAD OR RAILROAD BNDY. WATER DISTRICT LINE W CALCULATED ACREAGE 7.5 A (C) COUNTY LINE DENOTE COMMON OWNER DEED ACREAGE 7.5 A TOWN LINE RESERVATION BOUNDARY SCALED DIMENSION 2 (S) VILLAGE LINE DEED DIMENSION 7.2 REVISION TABLE SPECIAL DISTRICTS LEGEND CHANGES OR ADDITIONS 70(S) OOL IRE WATER ROMULUS-VARICK IRE PROTECTION DISTRICT OVID-ROMULUS IRE DISTRICT 0(S) 85(S) 0(S) 2 5(S) 65(S) 76 (S) 4.8 42.08 CAYUGA L TAX MAP TOWN O ROMULUS SENECA COUNTY, NEW YORK 0 GRAPHIC SCALE " = ' MAP DATE 0-2B SECTION MAP INSERT
65 2 2.58 2 7.8 5 4.5 0 64.07 7.06 4.5 SWICK ROAD (4.5' WIDE) ROMULUS-VARICK IRE PROTECTION DISTRICT OVID-ROMULUS IRE DISTRICT 0(S) 74 70(S) (S).A(C) 85(S) 0(S) (S) 65(S) 2 5(S) (S) 5(S) 65(S). 76 (S) 0 4.8 8 5 42 42.08 80(S) 5(S) 0(S) 5 5.0.2A(C) 40 40 0(S) 6 7 77,77E,040N 85(S) 2 5 40 27 7 4 85 0 0 85,040N 77,27E 0(S) 42 0.8 24 72 7 76.66 R.O.W. ('WIDE) 0.8 47.86 4(S) 4 42.7 0 5(S) 6.7A(C) 52 06.4 STATE ROAD 8 (66' WIDE) 2.6 0.4 44 2 (S) 67(S) 45 26.5 57 2 5(S) (S) 68(S) 24(S) 47 ROAD (' WIDE) 0(S) (S) 0(S) PREPARED BY McINTOSH & McINTOSH, LAND SURVEYORS LOCKPORT, NEW YORK UNDER AUTHORITY O SENECA COUNTY BOARD O SUPERVISORS OR TAX PURPOSES ONLY OR REMAINDER O PARCEL SEE SECTION 4 PORTION O 0--52 JS 77,77E,540N THIS MAP WAS PREPARED OR TAX PURPOSES ONLY AND IS NOT TO BE REPRODUCED OR USED OR SURVEYING OR CONVEYANCING MAP CONVERTED TO DIGITAL TAXMAP ORMAT JUNE 6 BY WEILER MAPPING A DIVISION O JAMES W. SEWALL COMPANY North Main Street, Suite 400, Elmira, NY 40 TEL: 7-77-68 AX: 7-77-68 556.85 DATE 2.06 MADE BY 45 4.A(C) 0.2 5 480(S) 2,540N ³ SOUTH SENECA CENTRAL OOL PROPERTY LINE BLOCK LIMIT TAX MAP BLOCK No ROMULUS CENTRAL OOL ORIGINAL LOT LINE GREAT LOT LINE TAX MAP PARCEL No 4-7- RAILROAD OOL DISTRICT LINE ILED PLAN LOT No 4 ROMULUS-VARICK IRE PROT. DIST. STREAM OR DITCH IRE DISTRICT LINE GREAT LOT No OVID-ROMULUS IRE DISTRICT ROAD OR RAILROAD BNDY. WATER DISTRICT LINE W CALCULATED ACREAGE 7.5 A (C) COUNTY LINE DENOTE COMMON OWNER DEED ACREAGE 7.5 A TOWN LINE RESERVATION BOUNDARY SCALED DIMENSION 2 (S) VILLAGE LINE DEED DIMENSION 7.2 REVISION TABLE SPECIAL DISTRICTS LEGEND CHANGES OR ADDITIONS MAP 0-2C 42 6(S) OOL IRE (S) WATER 84.7 5 88.2 7. 247 4.04 4.5 70. 48 4 4 R.O.W. ('WIDE) 48.6 4 5. 4.5 4 74 4.5 4 48 2.2 80(S) 82.5 0.72 68.2 06.8 8 0 80(S) 67 48 ROUT 28 08.5 66 70 88 5 08.5 (S) 0.5.5 0 55(S) 55(S) 2.2 0.8 4.2 45 0 (S) 2.7 5 8(S) 4. 05.8 44.2 4. 4(S).5 52.2 68.2 5 4. 46 82.67 0 56. 54 86.26 55 05.8 52.05.28 52. 57. 56 7.5 02.5 58 5(S) 8. 5 5(S) 44.6.0 28.6 80.6 28.6 44 28.6 77,27E TAX MAP TOWN O ROMULUS SENECA COUNTY, NEW YORK 0 GRAPHIC SCALE " = ' MAP DATE 0-2C SECTION MAP INSERT
80 (S) 80.2 05.45 80 87 00.0 0 2 4 48 88 0 4. 4. 4(S) 87.6 26.2 BIG HOLLOW CREEK.2 4.7 0(S).2 7.5 (S) 50(S) 2(S) 7..4.5A(C) 4. 45(S) 2.A(C) 5 40 SWICK ROAD (4.5' WIDE) 2(S) 0.A(C) 4.2 26.6A(C).0A(C) SEE SECTION MAP 0 00(S) (S) TOWN O ROMULUS 5.5A(C) 2.64 6 0(S) OR REMAINDER O PARCEL SEE SECTION 4 CREEK 4.A(C) 0.0A(C).0 A(C) 8 00(S) 556.85 45 0.2 480(S) 56 88.64 6(S) 5.2 67 5 66 54 70 55 245 46.7 4 ROUTE 8 (66+' WIDE) 05.8 58 5 0 2.0A(C).2 56. 05.8 04.7 44.6 28.6 80.6 28.6 44 28.6 50..6A(C) 540.2 622.4 28.6.2.8 4.0A(C) 6.2 6(S) 80(S) 70.5A(C) 2.A(C) 4 7.0A(C) 5.4.5 6. 5.A(C) 6. 65.27 5.A(C) 6.4 70. (S) 558.8 (S) 55.0A(C). 6 0 65 54 572 764,27E 0.6A(C) 66.7 6.6 622.8 5.A(C) 8.4A(C) 4.6A(C).0A(C) 2.0A(C).A(C) 6.4A(C) 24.0A(C) 4.2.5A(C) 2.4A(C) PREPARED BY McINTOSH & McINTOSH, LAND SURVEYORS 4.2 LOCKPORT, NEW YORK UNDER AUTHORITY O SENECA COUNTY BOARD O SUPERVISORS OR TAX PURPOSES ONLY 78.A(C) 48 8.A(C) 8.7A(C) 62.2A(C) 4. 2.7A(C) 4.A(C) 47.2 47. 6.A(C).A(C) THIS MAP WAS PREPARED OR TAX PURPOSES ONLY AND IS NOT TO BE REPRODUCED OR USED OR SURVEYING OR CONVEYANCING MAP CONVERTED TO DIGITAL TAXMAP ORMAT JUNE 6 BY WEILER MAPPING 47.2 47.2 47.22 0.7A(C) DATE 46..2A(C) 57.5A(C) MADE BY.8A(C) 4.0A(C) 5.4A(C) ³ SOUTH SENECA CENTRAL OOL PROPERTY LINE BLOCK LIMIT TAX MAP BLOCK No ORIGINAL LOT LINE GREAT LOT LINE TAX MAP PARCEL No 4-7- RAILROAD OOL DISTRICT LINE ILED PLAN LOT No 4 OVID-ROMULUS IRE DISTRICT STREAM OR DITCH IRE DISTRICT LINE GREAT LOT No ROAD OR RAILROAD BNDY. WATER DISTRICT LINE W CALCULATED ACREAGE 7.5 A (C) COUNTY LINE DENOTE COMMON OWNER DEED ACREAGE 7.5 A TOWN LINE RESERVATION BOUNDARY SCALED DIMENSION 2 (S) VILLAGE LINE DEED DIMENSION 7.2 REVISION TABLE SPECIAL DISTRICTS LEGEND CHANGES OR ADDITIONS IRE A DIVISION O JAMES W. SEWALL COMPANY JS North Main Street, Suite 400, Elmira, NY 40 TEL: 7-77-68 AX: 7-77-68 WATER 5 46.2.7A(C) 52.2 46.2 5.8A(C) 4.0A(C) 52.2.4A(C) 46.4 8.7A(C) 46. 2.0 A(C) 45.6A(C) IRON BRIDGE ROAD (4.5' WIDE) 62.2A(C).6A(C) 4.2 22(S) 6(S).A(C) OOL 4.22 4.2 4.2 4.0A(C) 6.7 58.2A(C) 526.5 52.5A(C) 5 6.6A(C) 4. 78.A(C) 42.A(C) 52.2 54. 48.0A(C) 5 2.0A(C) 44.4A(C) 58 54.2 8.7A(C) 55 2 80 6.74 56.2 0.02 57.2 0.0A(C) 56.2 57.8A(C) 56.2 6(S) 0,040N 774,27E 27 70.0 764,27E 276.5 84,040N 445. 2.2.0 465(S) 0(S) 454.66 COUNTY ROAD 2 (4.5' WIDE) COUNTY ROAD 2 (4.5' WIDE) IRON BRIDGE ROAD (4.5' WIDE) PORTION O 0--52 7. 4.5 70. R.O.W. ('W IDE) 4 4 5. 4 74 4.5 4.5 48 80(S) 82.5 2.2 8 0 80(S) 08.5 5 08.5 0.5.5 0 68.2 4. 82.67 86.26 52.05.28 57. 56 02.5 7.5 5(S) 8. 5(S).0 0,040N 00.8 088 4. 2. 80(S) 80. 70 6.7 2.2 0.0 26 47. 8.72 885(S) SEE SECTION MAP 285. 285. (S) 2(S) 8(S) COUNTY ROAD 2 (4.5' WIDE) 580(S) 287 2(S).6A(C) 26.4 2.88 2 455(S) (S) 2 (S) (S) 456.5 46.48 4 MAP7 277.0 0 CREEK SEE SECTION MAP 4 STOUT ROAD (4.5' WIDE) 280(S) 280(S) 4..0A(C) 687.72 84. 70.2 22. 54 524.5 66.0 70(S).A(C) 54.7 44.4 82 657. 22.78 066.8 22.7 422.8.A(C) 45 45 422.6 0(S) 2(S) 5. 52. 85 0 8.2.0A(C) 0.7 87. 8.7 280.46 700(S) 280(S).2(S) 5 00(S) 62.54 55 844.0 2.2. 224.6 0. 6 244 5. 77 56.0 55.0 65 670(S) 5.2 6 85.5 7 272..77.77 0 224.5 82.5 272. 26.40 6 62(S) 8. 727.2 5 480 4.5 IRON BRIDGE ROAD (4.5' WIDE) 45. 280. 74 226. 67.2 SEE SECTION MAP 7 IRON BRIDGE ROAD (4.5' WIDE).0A(C) 0(S) 67.87 5(S) 70(S).0A(C) MAP4 408(S) STOUT ROAD (4.5' WIDE) 80(S) 570.85 227.05 2. 2.0 70(S) 28.56 7 47 564.5.4 0(S) 2. 0(S) 0.04.5 CREEK 2 7.65 80(S) 28 482.6 28 0(S).5A(C) (S) 8. 4.7 8.85 MACK CREEK SEE SECTION MAP 2 72 05.7 0(S) MACK CREEK.A(C) 4.2 2.4A(C) 287.8A(C) 5.5A(C) 4. 087. 5 6 2.0A(C) OR REMAINDER O PARCEL SEE SECTION 2 PORTION O 4--42.8A(C).7A(C).A(C).A(C).5A(C) 24(S) 56..66 774,27E 0 4. 88.2 7 8 84,040N 48.6A(C).A(C).8. 50 22 2 24.4A(C) 80(S) 50 7 6.24 70.4A(C) 76.5A(C) 27.2 2 2.A(C) 27.2 867.7 88.87 0 0 70 8(S) 8 826(S) 845.5 26 27. 28 4.67 64.2 0.4 0. 0.2 0. 4.7A(C) 4.2 8.84 8. 6 587.42 85(S) 65.0A(C) 0.0 ROAD (4.5' WIDE) 5.0 77.06 24.67 8.67 24.67 24.4 6. 78.8 7. 08.8 0.8.4 4.24 66.6 0.87 82.4 0 4.0 4 7. 42.7 6 48 6.0A(C) 0.55 82 80(S) 7.72 0(S) 4.0 722(S) 28.00 28.07 2.0A(C).0A(C).0A(C).08 86.7 4 682.2A(C) 5.A(C) 0.5.4 4.22 (S) (S) 0(S)..2. 64. 27.62.A(C).6A(C) 5 0.6 0 ROUTE 8 (66+' WIDE) 405(S) 8.A(C)0 85 7.2.8.8A(C) 62 2.8A(C).A(C) 4.7.6.2A(C).A(C) 57.4 2.5A(C). 80(S) 74.5..2. 2.A(C).4 86.8 264.0 27.07 4 TAX MAP 2.A(C) 6.A(C) TOWN O ROMULUS SENECA COUNTY, NEW YORK 400 0 400 4.2 40.82 6.7 6.7.8 4.22 4. GRAPHIC SCALE.8 (S) 56 24 8 4.5 7.6 58.66 244.27 580(S) " = 400' 0 66.4 6 7.4A(C) 2.5 5. 4(S) 66 8.A(C) 40 446 2.A(C) 40.76 66 8. 8 MAP DATE 0 PORTION O 4--40 MAP2-B.0A(C) 2 66 66 66.5 ELM BEACH ROAD (' WIDE) 474 2 8.2 440 (S) 5(S) 2.5 80(S) 82. 5 2 5 68 86.2 285(S) 27 285(S) 0272.04 05(S) MACK CREEK 65(S) 0(S) 5(S) 5(S) 8 40 0(S) 82 2 0(S).44 67(S) ELM BEACH ROAD (' WIDE) 78.0 4 SECTION MAP 87 4 7 65 70(S) (S) 8 65. 0(S) 8 0(S) 55.7 40 54 47.68 5.62 (S) 270(S) 226.6 7.
APPENDIX C PROPOSED DISTRICT IMPROVEMENT AREA PROPERTY DESCRIPTION
BOUNDARY DESCRIPTION O THE PROPOSED TOWNS O VARICK & ROMULUS WATER DISTRICT (NEW YORK STATE ROUTE 8) TOWN O VARICK DESCRIPTION Beginning at a point, said point being the intersection between the centerline of North Town Line Road, which separates the respective Towns of ayette and Varick, and the western shoreline of Cayuga Lake; Thence westerly along the centerline of North Town Line Road, crossing NYS Route 8 along the way, approximately 770 feet to a point being the intersection of said centerline and the northerly projected western boundary of Varick Tax Map Parcel (TMP) 5--5; Thence southerly along the western boundary of TMP 5--5 approximately 80 feet to a point being the southwesternmost corner of said TMP; Thence easterly along the southern boundary of said TMP 5--5 approximately feet to a point being the northwest corner of TMP 5--4.2; Thence southerly along the western boundaries of TMP s 5--4.2,7.2 and 4.2 an approximate total of 680 feet to a point being the southwest corner of TMP 5--4.2 and also being on the boundary of TMP 5--4; Thence continuing southwesterly through TMP 5--4 approximately 70 feet to a point being one of the northeast corners of TMP 5--. and also being approximately feet northwest and perpendicular to NYS Route 8's western Right-Of-Way (ROW); Thence continuing southwesterly through TMP 5--. approximately,800 feet to a point being on the boundary between TMP 5--. and TMP 5--. and also being the western corner of TMP 5--2; Thence continuing southwesterly through TMP 5--. approximately 0 feet to a point being the northwest corner of TMP 5--4.2; Thence southerly along the western boundaries of TMP s 5--4.2, 4., 5, 6, 8,, 22, 2.2, 2., and an approximate total of,680 feet to a point being at the intersection of the southerly projected western boundary of TMP 5-- and the centerline of County Road 24; Thence easterly along the centerline of said County Road 24 approximately 40 feet to a point being the intersection of said centerline and the northerly projected western boundary of TMP 5-- 7;
Thence southerly along the western boundaries of TMP s 5--7 and 8 approximately 240 feet to a point being the southwest corner of TMP 5--8; Thence easterly along the southern boundary of TMP 5--8 approximately 2 feet to a point being the northwest corner of TMP 5--4; Thence southerly along the western boundaries of TMP s 5--4, 42, 4, 44, 45, 46., 46.2, 46.2, 47, 48, 4, and 5 an approximate total of 0 feet to a point being the southwest corner of TMP 5--5 and also being on the northern boundary of TMP 5--5; Thence westerly along the northern boundary of TMP 5--5 approximately 5 feet to a point being the northwest corner of TMP 5---5; Thence southerly along the western boundary of TMP s 5--5 an approximate total of 28 feet to a point being the southwest corner of TMP 5--5; Thence easterly along the southern boundary of TMP 5--5 approximately feet to a point being the northeast corner of TMP 5--62.2 and also being the northwest corner of TMP 5--54; Thence southerly along the western boundaries of TMP s 5--54, 55, 56, 57, 58 and 7 an approximate total of 640 feet to a point being the southwest corner of TMP 5--7 and also being on the northern boundary of TMP 5--62.22; Thence westerly along the northern boundary of TMP 5--62.22 approximately feet to a point being the northwest corner of said TMP; Thence southerly along the western boundary of TMP 5--62.22 approximately feet to a point being the southwest corner of TMP 5--62.22 and also being on the boundary of TMP 5--62.2; Thence continuing southerly through TMP 5--62.2 approximately 65 feet to a point being on the boundary of TMP 5--62.2 and also being the northwest corner of TMP 5--74; Thence southerly along the western boundary of TMP 5--74 approximately 2 feet to a point being the southwest corner of said TMP; Thence easterly along the southern boundary of TMP 5--74 approximately feet to a point being one of the southeastern corners of said TMP and also being the northwest corner of TMP 5--; Thence southerly along the western boundaries of TMP s 5-- and 6 to a point being the southwest corner of TMP 5--6 and also being on the northern boundary of TMP --8; Thence continuing southerly through TMP --8 approximately 40 feet to a point being on the boundary of TMP --8 and also being the northwest corner of TMP --; Thence southerly along the western boundary of TMP -- approximately 5 feet to a point being the southwest corner of said TMP and also being on the boundary of TMP --8;
Thence continuing southerly through TMP --8 approximately 2 feet to a point being on the boundary of TMP s --8 and 4 and also being the northwest corner of TMP --; Thence southerly along the western boundaries of TMP s --, 2,. and.2 approximately 400 feet to a point being the southwest corner of TMP --.2 and also being on the boundary of TMP --2.; Thence continuing southerly through TMP --2. approximately feet to a point being on the southern boundary of TMP --2. and also being on the northern boundary of TMP --5.22; Thence continuing southerly through TMP --5.22 along the western boundary approximately feet to a point being on the boundary of TMP --5.22 and also being the southwest corner of TMP --5.22; Thence continuing southwesterly through TMP --5.2. approximately 05 feet to a point being on the boundary of TMP --5.2. and also being the northwest corner of TMP --5.; Thence southerly along the western boundary of TMP --5. approximately feet to a point being the southwest corner of TMP --5. and also being on the northern boundary of TMP -- 6; Thence westerly along the northern boundary of TMP --6 approximately feet to a point being the northwest corner of TMP --6; Thence southerly along the western boundaries of TMP s --6, 8 and to a point being the southwest corner of TMP --; Thence easterly along the southern boundary of TMP -- approximately feet to a point being on the southern boundary of said TMP and also being the northeast corner of TMP --48; Thence southerly along the eastern boundary of TMP s --48, thence westerly along the northern boundary of TMP 2 to a point being the northwest corner of TMP --2, thence southerly along the western border of TMP --2 to a point being the northwest corner of TMP --4; thence easterly approximately 5 feet to the northease corner of TMP --4, thence southerl a distance of 24 feet to the southeast corner of said parcel, thence westerly along the southern border of TMP - -4 a distance of 6 feet to the southwest corner of said parcel, and also being on the boundary of TMP --2.; Thence continuing southerly through TMP --2. approximately 6 feet to a point being on the boundary of said TMP and also being the northwest corner of TMP --2.2; Thence southerly along the western boundary of TMP s -- 2.2 approximately feet to a point being the southwest corner of TMP --2.2; Thence continuing southerly along the western boundary of TMP --24 approximately 0 feet to
a point being the southwest corner of said TMP and also being on the northern boundary of TMP - -; Thence westerly along the northern boundary of TMP -- approximately 05 feet to a point being the northwest corner of said TMP; Thence southerly along the western boundaries of TMP s -- and 26 approximately 05 feet to a point being the southwest corner of TMP --26; Thence easterly along the southern boundary of TMP --26 approximately 270 feet to a point being the northwest corner of TMP --27; Thence southeasterly and then easterly along the southern boundary of TMP --27 a grand total of approximately 4 feet to a point being on the southern boundary of said TMP and also being approximately feet west of the westerly ROW line of NYS Route 8 and also being on the boundary of TMP --28.2; Thence southerly through TMP --28.2 and running parallel to Route 8 and maintaining a separation distance of feet west of the westerly ROW line of said Route 8 approximately 2 feet to a point being on the southern boundary of TMP --28.2 and also being on the northern boundary of TMP --45; Thence continuing southerly through TMP --45 and continuing to run parallel and feet west of the westerly ROW line of Route 8 approximately feet to a point being the northwest corner of TMP --46; Thence southerly along the western boundary of TMP --46 approximately feet to a point being the southwest corner of said TMP and also being the northeast corner of TMP --.2; Thence westerly along the northern boundary of TMP --.2 approximately 40 feet to a point being the northwest corner of said TMP; Thence southerly along the western boundary of TMP --.2 approximately 85 feet to a point being the southwest corner of said TMP and also being on the northern boundary of TMP --.; Thence westerly along the northern boundary of TMP --. approximately feet to a point being the northwest corner of said TMP; Thence southerly along the western boundary of TMP --. approximately 0 feet to a point being the southwest corner of said TMP and also being on the northern boundary of TMP 2-- 7.; Thence easterly along the northern boundary of TMP 2--7. approximately feet to a point being the northwest corner of TMP 2--8;