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Phase 3B Map Plan and Report
PRELIMINARY ENGINEER'S MAP, PLAN & REPORT WAPPINGER SEWER TRANSMISSIONITREATMENT IMPROVEMENT AREA PHASE 3B TOWN OF WAPPINGER DUTCHESS COUNTY, NEW YORK * * * * TOWN SUPERVISOR — JOSEPH RUGGIERO * * * COUNCIL PEOPLE: • FIRST WARD ....................................... ROBERT VALDATI • SE OND WARD.. .......... . .............. . ......... VINCENT BETTINA • THIRD WARD ....................................... CHRMSTOPHER COLSEY • FOURTH WARD ..................................... JOSEPH PAOL OIV I • TOWN CLERK ..................................... GLORIA. MORSE • TOWN ATTORNEY .................................. ALBERT P. ROBERTS. • HIGHWAY SUPERINTENDENT . 0 0 01 .... . . . . . . . . . . . . . . G M FOSTER SEPTEMBER 21sT, 20 41 1sT AMENDMENT: MAY 9TH, 2043 PREPARED BY: PAGGI, MARTIN & DEL BENE LLP CONSUL ENGINEERS & LAND SURVEYORS 56 MAIN STREET POUGHKEEPSIE, NEW YORK 12601 PRELEVIINARY ENGINEER'S MAP, PLAN & REPORT WAPPINGER SEWER TRANSMISSIONITREATMENT IMPROVEMENT AREA PHASE 3B TOWN OF WAPPING ER DUTCHESS COUNTY, NEW YORK * * * * TOWN SUPERVISOR - JOSEPH RUGGIERO * * * COUNCIL PEOPLE: FIRS T WARD . , . , , . . ■ . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . .. ROBERT VALDA i i • SE.COND WARD .... . ............................ . ... VINCENT BETTINA • THIRD WARD ......... . ... . . . . . . . .. . . . 0000 , . . . . , .... CHRISTOPHER CQLSEY • FOURTH WARD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . JOSEPH PAOLONI • TOWN CLERK ................. . .......... . 0 0 0 0 . , ... GLORIA MORSE • TOWN ATTORNEY ................................ . . ALBERT P. ROBERTS. HIGHWAY SUPERINTENDENT .. 0 0 0 0 . . . . .... . . . . . . . . . GRAHAM FOSTER SEPTEMBER 21ST, 2001 1ST AMENDMENT: MAY 9TH92003 PREPARED BY: PAGGI, MARTIN & DEL BENE LLP CON$ ULTING ENGINEERS & LAND SURVEYORS 56 ALMN STREET P OUGHKEEP SIZE, NEW YORK 12 601 TABLE OF CONTENTS: SECTION: PAGE: 1.0 INTRODUCTION ................................. 1-2 2.0 OPTIONAL AREA l: ROUTE 9 (SOUTM SUBAREA • Proposed Service Area Parameters .. . . . . . . . . . . . . . . . . 3 • Figure 1: Map of Service Area ..................... 4 • Table 1A: Lane Use, Flow & Benefit Unit Data........ 5 • Table IB: - Project Costs .......................... 6 3.0 OPTIONAL AREA 2: EDOEHILL MANOR SUBAREA • Proposed Service Area Parameters ................... 7 • Figure 2: Map of Service Area ...................... S • Table 2A: Land Use, Flow, & Benefit Unit Data ....... 9 —12 • Table 2B: Project Cost .. a ........................ 13 4.0 OPTIONAL AREA 3: SHALE DRIVE SUBAREA • Proposed Service Area Parameters ................. 14 • Figure3 : Map of Service Area ..................... 15 • Table 3A: Land Use, Flow Data . . . . . . . . . . . . . . . . . . . 16-17 • Table 3B: Project Costs .......................... 18 5.0 OPTIONAL AREA 4: ROUTE 9DIHUGHS ONVILLE • Proposed Service Area Parameters ................. 19 • Figure 4: Map of Service Area .................... 20 • Table 4A.: Land Use, Flow & Benefit Unit Data ...... 21-23 • Table 4B: Project Costs .......................... 24 6.0 OPTIONAL AREA 5: BEECHwOOD CIRCLE SUBAREA • Proposed Service Area Parameters .................. 25 • Figure 5: Map of Service Area ..................... 26 • Table 5A: Land Use, Flow & Benefit Unit Data ....... 27 -2 8 • Table 5B: Project Costs .......................... 29 TC -1 TABLE OF CONTENTS: SECTION: PAGE: 7.0 OPTIONAL AREA 6: MISCELLANEOUS EAST SUBAREA • Proposed Service Area Parameters ................. 30 • Figure 6: Map of Service Area .................... 31 • Table 6A: Land Use, Flow & Benefit Unit Data ...... 3 2-3 3 Table 6B: Project Costs ......................... 34 8.0 OPTIONAL AREA 7: MISCELLANEOUS WEST SUBAREA • Proposed Service Area Parameters ................. 35 • Figure 7: Map of Service Area .................... 36 • Table 7A: Land Use, Flow & Benefit Unit Data ...... 37 • Table 7B: Project Costs .......................... 38 9.0 OPTIONAL AREA 8: LOOKOUT POINT SUBAREA • Proposed Service Area Parameters ................. 39 • Figure 8: Map of Service Area .................... 40 ■ Table 8A: Land Use, Flow & Benefit Unit Data........ 41 Table 8B: Project Costs ........................... 42 10.0 OPTIONAL AREA 9: MIDPOINT PARD SUBAREA • Proposed Service Area Parameters .................. 43 • Figure 9: Map of Service Area .................... 44 • Table 9A: Land Use, Flow & Benefit Unit Data....... 45--48 • Table 9B: Project Costs .......................... . 49 11.0 OPTIONAL AREA 10: DEGARMO HILLS SUBAREA • Proposed Service Area Parameters ............... 50 • Figure 10: Map of Service Area .................... 51 • Table 1OA: Land Use, Flow & Benefit Unit Data....... 52-54 • Table 10B.. Project Costs .......................... 55 TC -2 I TABLE OF CONTENTS: SECTION: PAGE: 12.0 OPTIONAL AREA 11: WYNDEIAM CROSSING SUBAREA • Proposed Service Area Parameters .................. 56 ■ Figure 11: Map of Service Area .................... 57 • Table 11 A: Land Use, Flow & Benefit Unit D ata........ 58 • Table 11B: Project Costs .......................... 59 13.0 OPTIONAL AREA 12: BROTHERS ROAD SUBAREA • Proposed Service Area Parameters .................. 60 • Figure 12: Map of Service Area .................... 61 • Table 12A: Land Use, Flow & Benefit Unit Data........ 62-66 • Table 12B : Project Costs .......................... 67 14.0 OPTIONAL AREA 13: MIDDLEBUSH ROAD SUBAREA • Proposed Service Area Parameters .................. 68 • Figure 13: Map of Service Area .................... 69 • Table 13A: Land Use, Flow & Benefit Unit D ata....... 70.71 ■ Table 13B: Project Costs .......................... 72 15.4 OPTIONAL AREA 14: SWARTO LE SUBAREA • Proposed Service Area Parameters .................. 73 • Figure 14: Map of Service Area .................... 74 • Table 14A: Land Use, Flow & Benefit Unit Data........ 75-78 • Table 14B: Project Costs . . . . . . . . . . . . . . . . . . . . . . . . . . 79 16.0 OPTIONAL AREA 15: RE G ALL ANGELS LOTS • Proposed Service Area Parameters. ................. 80 • Figure 15 : Map of S ervi c e Area .................... 81 • Table 15A: Land Use, Flow & Benefit Unit Data....... 82-83 • Table 15B: Project Costs .......................... 84 '-oC-3 TABLE OF CONTENTS: SECTION: 17.0 OPTIONAL AREA 16: FOWLERHOUSE ROAD SUBAREA PAGE: • Proposed Service Area Parameters.................. 85 • Figure 16: Map of Service Area .................... 86 ■ Table 16A: Land Use, Flow & Benefit Unit D ata........ 87-88 • Table 16B-. Project Costs .......................... 89 18.0 SUMMARY ...................................... 90-91 19.0 LAND USE — FLOW DATA ASSUMPTIONS .......... 92-93 20.0 OVERALL WSTfTIA MAP ........................... 94 TC -4 1.0 INTR0DTJCTI0N: At the request of the Wappinger Town Board, this office has begun the initial planning for the next phase of the Wappinger Sewer Transmission/Treatment Improvement Area, tentatively known as Phase 3B. The purpose of this Preliminary Map, Plan and Report is to supply the Town Board with adequate information, so that they may determine which areas should be included in Phase 3B. In defining the optional Areas detailed herein, this office utilized the following criteria: 0 Areas initially targeted to be included under the previous Phase (Phase 3A), which were ultimately excluded. • Areas of documented sewage disposal system failures, and critical need areas (as determined by residents requests for central facilities). Areas where central sewage disposal facilities would help to promote orderly growth (especially the Route 9 commercial corridor). Areas that represent logical extensions of existing facilities. ■ Areas which have experienced rapid growth in residential development. Each optional area analyzed herein is broken up into four (4) sections: 1. Proposed service area parameters. 2. Map of Service Area 3. Land Use, Flow and Benefit Unit Data 4. Project Cost • It should be stressed that these scenarios represent preliminary boundaries and flow estimates only. The ability to include or exclude areas under the proposed Phase 3B expansion of the Wappinaer Sewer Transmission/Treatment Improvement Area will depend largely on the abilit� of the Tri Municipal Sewage Treatment Plant to accommodate additional flow. We would recommend that the Town Board make contact with the Tri Municipal Sewer Commission early on in the process ofdelineating the Phase 3B Service Area to get their input in the matter. -1- It should also be noted that construction of most of the scenarios analyzed herein depend on the acquisition of easements through privately owned lands. The number of lots, flows, benefit units and costs for each subarea are summarized under Section 18.0 herein. It should be noted that the preliminary cost estimates contained herein are for expected capital debt retirement for collection/transmissionfacilities only. No cost estimates for treatment or usage (operation and maintenance) have been included herein. Once the Town Board has chosen which options it would like to pursue, this office can begin preparation of detailed cost estimates for the proposed sewer transmission facilities. We would also recommend as part of the Phase 3B expansion, that the Town clear up possible discrepancies in the properties- currently listed as tenants to the former Rockingham Farms Sewer District. The Town has existing sanitary sewer mains on the following roads, which are outside of the former Rockingham Sewer District boundary: • Sherwood Heights • Carmel Heights • Peel Lane • Edgehill Drive (From All Angels to Magura Road) • Pye Lane (From All Angles to Vorndran Drive) Records from the Town water- and Sewer Billing Department indicate that only a small portion of the lots in these areas (4.6 out of 114 lots, or 40°/�) are actually billed as tenants to the sewer district. It is possible that some of the lots in the area are not connected to the system,. and continue to use individual septic systems. It is our recommendation that the Town Board authorize our office in conjunction with Camo Pollution Control, Inc., to perform the necessary work to determine exactly which houses are currently connected to the existing sewer system. This would involve contacting the homeowners in question, televising the existing sewer lines to record lateral locations, and possibly performing dye and/or smoke testing to determine which laterals are "live". -2- 2.0 OPTIONAL AREA 1: ROUTE 9 (SOUIM SUBAREA: PROPOSED SER U CE ARE4PARAMETERS: Optional Area 1 consists of the following proposed users. The limits of Area 1 are detailed on Figure 1 herein. ➢ NYS Route 9 corridor from Osborne Hill Road (north) to Stage Door Road. (south). ➢ Stage Door Road ➢ A portion of Smithtown Road ➢ A portion of Osborne Hill Road Optional Area l consists of approximately 27 lots, comprising a total of 119.7 Benefit Units. Benefit Unit Calculations are included under Section 15.0 herein. It is estimated that Area 1 will contribute an average day flow of 36,000-+ gallons, and a peak day flow of 69,000-+ gallons. This land use and flow data is detailed under Table IA herein, A proposed preliminary sewer main layout indicates that this area will require approximately 5,600 linear feet of sanitary mains, including all appurtenances, as well as a sewage pump station and approximately 800 linear feet of force main. A preliminary cost estimate to construct sewage disposal facilities for this subarea is detailed under Table 1B herein. Total Project costs for this subarea are estimated to be $2,5202500. Annual Costs Per Benefit Unit are detailed under Section 18.0 herein. IME ORTH PROP SED MANHOLE - AREA 5 _ '•:: R. .R4FOSED :Y4 .r??:ROAD SMITHTai� .:� Z .......... ................. ......................... ............. ....................... .......................O ... ........... ............... ............... ...... ...... ............. 4.6 ........... 0 ............ ......... ........ ............. ............... ............. ......... .......... ........ ............ .......... ....... ...... ....... ........ .. ....................... .... ..... ................ .................. ... ...... .... .......... .......... .......... ... ..... .. ............... ............... . ........... ....... .... .... ...... ....... ....... ....... 4 ....... l.. 4 .... ..... ............ ...... ...... 1. ......... ...... .......... ...... ro fiq i Q PREPARED BY; PAGGI, MARTIN & DEL BENE, I.I.P. INSULTING ENGINEERS AND LAND SURVEYORS $6 MAIN STREET POUGHKEEPSIE, NEW YORK 12601 FIGURE 1.m ROUTE 9 (SOUTH) SUBAREA PAGE: I SCALE: 1 DATE: !1 W' = 400" 15/10103 TABLE IA: AREA 1: ROUTE 9 (SOUTH) SUBAREA LAND USE, FLOW AND BENEFIT UNIT DATA ................... ........... - ------ ----- -- - ......................... --- ....... ....... - ------- -- . ... - --- ------ --- --- --------- --- ---- -- - - ---- ------ - ' "*' ", -* ...... * ........ . .... . . .......... .... ... ..... ................... ....................................... ....... ....... ................ . .......... ............. . .. ..... .... . ............... . . .... . .... .... . . . .. . ...... ... .. . ..... T w ..... ........ . . 4 DO .. .... . .. .. .. ...... ...... ............ ..... .. ............... OX --- ......... . ........... . .............. . ........ ..... ... *- ............. ....... ... .......... ..... .............. ....... .................. . ................ ........... .... .. .................. . ........... ........... . ..... ................ ............ .......... .................... "'G ......... ... 6157-04-632086 453 Large Retail, w/office 950 1800 1.5 .3001000 3.2 6157-04-649068 210 Residential, 1 Family 320 608 1.8 197;1000 1.0 6157-04-664039 411 Commercial & Apartments 1540 2930 1.2 150.9000 1.6 6157-04-671026 483 Conversion, small Retail 300 570 0.7 117,000 1.2 6157-04-690127 431 Auto Dealership 2200 4180 4.6 1.9295!)000 13.8 6157-04-703107 330 Vacant, Commercial 2200*** 4180 4.6 400,000 4.3 6157-04-704073 464 Office Building 1400* 2600 2.1 625,000 6.7 6157-04-708045 210 Residential, 1 Family 320 608 2.0 215,000 1.0 6157-04-730008 433 Auto Body Shop 730 1390 225,000 2.4 6156-02-664986 450 Shopping Center 2860 5430 7.57 525,000 5.6 6156-02-690971 421 Restaurant 3000* 5700 2.74 397,400 4.2 6156-02-710924 450 Shopping Center 2500 4750 9.91 930X0 9.9 6156-02-737984 330 Vacant Commercial 330** 630 0.5 35,000 0.4 6156-02-794970 416 Mobile Home Park(21) 6300 11 ,974 10.9 588,804 21.0 6156-02-753949 449 Other Storage 690 1300 0'.6 174,000 1.8 6156-02-774941 449 Other Storage 300 570 2.3 465,000 5.0 6156-02-777882 411 Apartments 1120 2130 2.6 290.7000 3.1 6156-02-771855 330 Vacant Commercial 460** 870 0.7 26,500 6.3 6156-02-777824 480 MultiUse-Large Residential 300 570 2.0 621N0 6.6 6156-02-794847 311 Vacant Commercial 1300** 2470 2.0 90,000 1.0 6156-02-801807 450 Retail Store 300 570 2.0 330".X0 3.5 6156-02-826836 449 Other Storage 300 570 2.0 502,000 5.3 6156-02-800910 464 Office/Warehouse 1400 2600 5.0 713N4 7.6 6156-02-820883 330 Vacant Commercial 1830** 3480 2.8 107,100 1.1 6156-02-845873 330 Vacant Commercial 1300** 2470 2.0 115:0000 1.2 6156-02-865914 449 Other Storage 300 570 2.1 475,000 5.1 6156-02-839925 330 Vacant Commercial 1630** 3100 2.5 120X0 1.3 TOTALS FOR AREA 1 (27 LOTS) 36,180 68fi16 10)074VI800 119.7 NOTE: See Section 18.0 for Benefit Unit Calculations. * Taken from existing SPDES Permit * Projected Future Flow * * * Assumes density equal to northerly adjoining commercial user !&E Note: All costs are based on April 2003 Prices I me TABLE 1B: AREA 1: ROUTE 9 (SOUTB) SUBAREA ............ ...... ....... ........ .. I ..... .... ..... ............... ...................................................... ......... ........... .... .......... . . .... . ... ... .... . .... ........... .................. .......... :.... .0 .... ............ =.... -XX e ... —11"I"'I"'I"', =::::: ...... .. -- . .........ee. eeee ... ........ .. . ....... ......... ...... .. ........ .. :: .......... ......... ............ ........ . ...... ....... . ......:ti .... :.......... . ...... ...... ......: % .. ... . . . .........:�. %ti:� Y ':tiff : •.: � .::::•.•.s• :.S•:.:d � :.S'. � S : •YYL': •LtS . V •'.L':. ::•. : •S•::.SSS .:Y•il.Y :':::• :•:. :. ::.:::'. SS :•.•••: •• • •S A•. •:iL•:•. d•.•:.: .Yh .: {d•: .S:•.' LL•.' t'• L•:•:•: :': ::;::i:::•: :•:••••r�• •:•:O': i•.••. :•: �:.: d::'::•:•:4`1.Ltt'.S � .S•:SS �:�• .S{ '••'.••i':•:•::::::. r r .::::': :•: ':::•:•: :•:':•: •hL•:' .S. .L:r:: � :.LYt •.•} t• •.SSS•�tV;::::::: •: :: t•: •.•.`.•... rrS:L•::::'. L W Y ..L .. . rY • . rY • Y • ..S . :.•.• •rr. •:Y:Y•. �:':::SL':{{':{'::•:{•:::L•:•:•:::5•:: � '.S'.SYS'.:•:•:•:ti :•.•:•: d•.'::•:L' •.::::ti'::{':r:':.•:•: ;:1 �:;:y;.L w!:.S ::LSY•. �. •.:SY.:::::5: .; . • .L .W. .SS•. ': •:LtiL•.S :•• d •'+.'= .d' . . ....... . . ::L•:• L :• :L•:... ....... .. ........... ... . ..... At e ....... • Stage Door Road Mains & Appurtenances 1400 L.F. $ 200/LF $ 280,00o • Route 9 (East Side) Mains & Appurtenances 2800 L.F. $ 250/LF $ 700,Xo • Route 9_ ffest Sided Mains & Appurtenances 1400 L.F. $ 250/LF $ 350.7000 TOTAL LENGTH OF PIPE 5500 L.F. • Route 9 Crossing 1 L. S. $250,OOOILS $ 2501%000 • Pump Station & Generator 1 EA. $100)000/EA. $ 1001000 • Route 9 Force Main 800 L.F. $ 175/LF $ 1402000 • SUBTOTAL $1820000 + 10% CONTINGENCIES $ 1821000 CONSTRUCTION COST $210205P000 • + Design (9%) $ 1807180 • + Inspection (8%) $ 1501160 • + Legal (4%) $ 80,080 • + Miscellaneous (3.5%) $ 701070 • + Permits (0.5%) $ M010 • TOTAL PROJECT COST - AREA l: ROUTE 9 (SOUTH) SUBAREA $2,520,500 Note: All costs are based on April 2003 Prices I me 3 . o OPTIONAL AREA 2: EDGERML MANOR SUBAREA: PROPOSED SERUCE AREA. P TERS: Optional Area 2 consists of the following proposed users. The limits of Area 2 are detailed on Figure 2 herein. ➢ Edgehill Drive east of Magura Road (North &South branches) ➢ Partners Road ➢ Beatty Road ➢ Little Road ➢ A portion of.Pye Lane Optional Area 2 consists of approximately 145 lots, comprising a total of 231.5 Benefit Units. Benefit Unit Calculations are included under Section 18.0 herein. It is estimated that Area 2 will contribute an average day flow of 72,000± gallons, and a peak day flow of 138,000J= gallons. This land use and flow data is detailed under Table 2A herein. A proposed preliminary sewer main layout indicated that this area will require approximately 10,250± linear feet of sanitary mains, including all appurtenances. It should be noted that installation of any proposed neve mains in this area may require replacement and/or upgrade of the. existing downstream sanitary sewer main. network. We would recommend that the design of any proposed new mains in this area include an analysis of the capacity of the existing downstream receiving pipes. A preliminary cost estimate to construct sewage disposal facilities for this subarea is detailed under Table 2B herein. Total Project Costs for this subarea are estimated to be $2,512,500. Annual Costs Per Benefit Unit are detailed under Section 15.0 herein. -7- PREPARED BY: PAGGI, MARTIN & DEL BENE, LLP. INSULTING ENGINEERS AND LAND SURVEYORS 56 MAIN STREET POUGHKEEPSIE, NEW YORK 12601 FIGURE 2.a EDGEHILL MANOR SUBAREA PAGE: I SCALE: I DATE; 11 ll ,. = 400" 15110/03 TABLE 2A: AREA 2: ED GEHILL MANOR SUBAREA LAND USE, FLOW & BENEFIT UNIT DATA .............. .. ........... .................. ........... ..... . ........ ......... ...... ..... ............. .... ...... . .. ..K. .. ..... .......... c T A. ................ -A . .................... .............. 6258-04-929118 210 Residential, 1 Family 320 608 0.7 105,500 1.0 6258-04-936089 210 Residential,, I Family 320 608 0.5 107,000 1.0 6258-04-937124 210 Residential, 1 Family 320 608 0.7 108,000 1.0 6258-04-946130 210 Residential, I Family 320 608 0.9 115,000 1.0 6258-04-949093 210 Residential., 1 Family 320 608 0.8 110,500 1.0 6258-04-955138 210 Residential, 1 Family 320 608 0.8 105N0 1.0 6258-04-960102 210 Residential, 1 Family 320 608 0.7 108:0000 1.0 6258-04-962146 210 Residential, I Family 320 608 0.7 1161X0 1.0 6258-04-970156 210- Residential, Family 1) 1 Fa 320 608 1.0 109 2500 1.0 6258-04-972119 210 Residential, I Family 320 608 0.7 119,000 1.0 6258-04-978170 210 Residential, 1 Family 320 608 0.9 112,500 1.0 6258-04-980112 210 Residential., 1 Family 320 608 0.7 106,000 1.0 6258-04-988135 210 ResidentiaL 1 Family 320 608 0.4 109,000 1.i0 6258-04989107 210 Residential, 1 Family 320 608 .0.4 134,000 1.0 6258-04-985183 210 Residential, 1 Family 320 608 0.5 104.9500 1.0 6258-04-993195 210 Residential,, 1 Family 320 608 0.5 127,500 1.0 6258-04-994099 210 Residential, 1 Family 320 608 0.4 100,2000 1.0 6258-04-996143 210 Residential, 1 Family 320 608 0.5 104,500 1.0 6258-04-998127- 210 Residential, 1 Family 320 608 0.4 115,000 1.0 6258-04-999090 210 Residential, 1 Family 320 608 0.5 104.0#000 1.0 6358-03-007207 210 Residential, 1 Family 320 608 0.5 106,500 1.0 6358-03-016214 210 Residential, 1 Family 320 608 0.5 106,000 1.0 6358-03-024221 210 Residential,, I Family 320 608 0.5 137.7000 1.0 6358-03-032229 210 Residential, I Family 320 608 0.6 115.7000 1.0 6358-03-040238. 210 Residential, 1 Family 320 608 0.5 104,000 1.0 6358-03-047246 210 Residential,, 1 Family 320 608 0.5 121,500 1.0 6358-03-054254 210 Residential., I Family 320 608 0.5 110.100 1.0 6358-03-062262 210 Residential,, I Family 320 608 0.5 125fl00 1.0 6358-03-070271 210 Residential, 'l Family 320 608 0.5 107,7000 1.0 6358-03-077279 210 Residential., 1 Family 320 608 0.5 106,500 1.0 6358-03-086289 210 Residential, 1 Family 320 608 0.8 11230000 1.0 6358-03-098300 210 Residential, 1 Family 320 608 1.1 126,000 1.0 6358-03-114290 210 Residential,, I Family 320 608 1.1 128,000 1.0 6358-03-001151 210 Residential, 1 Family 320 608 0.5 115,000 1.0 6358-03-006158 210 Residential, 1 Family 320 608 0.6 115,000 1.0 6358-03-009168 210 Residential, I Family 320 608 0.7 98p000 1.0 6358-03-016175 210 Residential,, 1 Family 320 608 0.8 121,000 1.0 6358-03-024182 210 Residential, I Family 320 608 0.8 I10,000 1.0 6358-03-032189 210 Residential, I Family 320 608 0.8 117,000 1.0 6358-03-040197 210 Residential, 1 Family 320 608 0.7 116,000 1.0 6358-03-049205 210 Residential,, 1 Family 320 608 0.7 104:500 1.0 6358-03-056213 210 Residential, I Family 1 320 1 608 0.7 115,000 1.0 SO .. . . . . . . . . . ........... ..... ...................... .. xxi -W-N ....... . E -- ---------- . . . . ...................... " X. ..................... 4.6.6... : X .46 ............... ... ........ ........ .. . ........... . .......... ......... ............. ... ................... ... 6358-03-064221 210 Residential,, 1 Family 320 608 0.7 98,500 1.0 6358-03-071229 210 Residential, I Family 320 608 0.7 131, 000 1.0 6358-03-078238 210 Residential, I Family 320 608 0.7 127,500 1.0 6358-03-086246 210 Residential, 1 Family 320 608 0.7 118p000 1.0 6358-03-092256 210 Residential., 1 Family 320 608 0.7 103P0 1.0 6358-03-104264 210 Residential, I Family 320 608 0.8 138.7000 1.0 6358-03-109247 210 Residential., I Family 320 608 0.4 97,000 1.0 6358-03-008116 210 Residential, 1 Family 320 608 0.4 98,500 1.0 6358-03-015127 210 Residential, 1 Family 320 608 0.6 113,000 1.0 6358-03-022135 210 Residential, 1 Family 320 608 0.6 115:1000 1.0 6358-03-029143 210 Residential, 1 Family 320 608 0.7 103.7500 1.0 6358-03-036151 210 Residential, I Family 320 608 0.7 98,000 1.0 6358-03-044160 210 Residential, 1 Family 320 608 0.7 116,000 1.0 6358-03-052168 210 Residential, 1 Family 320 608 0.7 101,500 1.0 6358-03-059176 210 Residential, I Family 320 608 0.7 107,500 1.0 6358-03-067185 210 Residential, 1 Family 320 608 0.7 101,500 1.0 6358-03-074194 210 Residential, 1 Family 320 608 0.7 I11,000 1.0 6358-03-082202 210 Residential, 1 Family 320 608 0.7 105,500 1.0 6358-03-090210 210 1 1 Family Residential, 320 608 0.7 107000 I 1.0 6358-03-098220 210 Residential,, 1 Family 320 608 0.7 107,000 1.0 6358-03-105228 210 Residential, 1 Family 320 608 0.7. 1071P0 1.0 6358-03-118235 210 Residential,, 1 Family 320 608 0.7 108,000 1.0 6358-03-125271 210 Residential, 1 Family 320 608 0.4 120,000 1.0 6358-03-131260 210 Residential, 1 Family 320 608 0.5 95,500 1.0 6358-03-135250 210 Residential, 1 Family 320 608 0.4 .93)000 1.0 6358-03-140241 210 Residential, 1 Family 320 608 0.4 103.9000 1.0 6358-03-145232 210 Residential, I Family 320 608 0.5 97,000 1.0 6358-03-150223 210 Residential, I Family 320 608 0.5 120,000 1.0 6358-03-154214 210 Residential, I Family 320 608 0.5 115,000 1.0 6358-03-158205 210 Residential, I Family 320 608 0.5 102,500 1.0 6358-03-162195 210 Residential, I Family 320 608 0.6 94,000 1.0 6358-03-167186 210 Residential, I Family 320 608 0:6 '6 102 2500 1.0 6358.03-174174, 210 Residential, I Family 320 608 1.1 114,500 1.0 6358-03-190158 210 Residential, I Family 320 608 0.5 104P0 1.0 6358-03-005083 210 Residential, 1 Family 320 608 0.5 95,000 1.0 6358-03-011075 210 Residential, 1 Family 320 608 0.5 98,500 1.0 6358-03-017066 210 Residential, 1 Family 320 608 0.5 104,500 1.0 6358-03-022058 210 Residential., 1 Family 320 608 0.5 94,500 1.0 6358-03-027049 210 Residential, 1 Family 320 608 0.5 108,800 1.0 6358-03-032041 210 Residential., 1 Family 320 608 0.5 99,000 1.0 6358-03-038033 210 Residential, 1 Family 320 608 0.5 99N0 1.0 6358-03-021104 210 Residential, 1 Family 320 608 0.4 105,000 1.0 6358-03-026097 210 Residential, 1 Family 320 608 0.4 96,500 1.0 6368-03-032088 210 Residential, 1 Family 320 608 0.4 101,500 1.0 -10- -ll- ------------ ...... KAJ BEIM= am ........ d 6358-03-038080 210 Residential, I Family 320 608 0.5 105.7000 1.0 6358-03-035110 210 Residential, 1 Family 320 608 0.6 102NO 1.0 6358-03-044117 210 Residential, I Family' 320 608 0.7 1122000 1.0 6358-03-052125 210 Residential, 1 Fwnily 320 608 0.7 102PO 1.0 6358-03-061133 210 Residential, I Family 320 608 0.8 95500 1.0 6358-03-069142 210 Residential, 1 Family 320 608 0.7 1262500 1.0 6358-03-077151 210 ResidentiA 1 Family 320 .608 0.8 103900 1.0 6358-03-085160 210 Residential, 1 Family 320 608 0.8 1173000 1.0 6358-03-093168 210 Residential, I Family 320 608 o.8 1102000 1.0 6358-03-100177 210. Residential, 1 F=R*y 320 608 0.8 10750500 1.0 6358-03-110184 210 ResidentiA I Family 320 608 0.8 108:1000 1.0 6358-03-118193 210 Residential, I Family 320 608 0.8 1072000 1.0 6358-03-126212 210 Residential, 1 Family 320 608 0.7 1075500 1.0 6358-03-131200 210 ResidentiaL 1 Family 320 608 0.5 1012000 1.0 6358-03-138187 210 Residential, 1 Family 320 608 0.5 985500 1.0 6358-03-146175 210 Residential, 1 Family 320 608 0.5 112X0 iff 6358-03-046065 210 Residential, 1 Family 320 608 0.4 98100 1.0 6358-03-052055 210 Residential 1 Family 320 608 0.4 91000 1.0 6358-03-060045 210 Residential, 1 Family 320 608 0.5 992000 1.0 6358-03-059068 210 ResidentiaL 1 Family 320 608 0.4 112000 1.0 6358-03-068074 210. Residential, 1 Family 320 608 o.4 105ZPOOO 1.0 6358-03-075079 210 Residential,, I Family 320 608 0.4 99"Y500 1.0 6358-03-083084 210 Residential, 1. Family 320 608 0.4 982000 1.0 6358-03-091091 210 Residential,, 1 Family 320 608 o.5 9530000 1.0 6358-03-099097 210 Residentiat, 1 Family 320 608 0.5 110:X0 1.0 6358-03-106104 210 Residential, I Family 320 608 0.4 1082500 1.0 6358-03-113111 210 Residential, I Family 320 608 0.4 1011.P0 1.0 6358-03-121117 210 ResidentiaL 1 Family 320 608 0.4 102000 1.0 6358-03-129124 210 Residential,, 1 Family 320 608 0.5 9920500 1.0 6358-03-141136 210 Residential, 1 Family 320 608 0.5 102p000 1.0. 6358-03-149144 210 Residential,, 1 Family 320 608 0.4 10MOO 1.0 6358-03-157151 210 Residential, 1 Family 320 608 0.4 1001.1)000 1.0 6358-03-167159 210 Residential, 1 Family 320 608 o.6 106500 1.0 6358-03-070052 483 Conversion 320 608 0.4 102,0000 1.0 6358-03-079058 210 Residential 1 Family 320 608 0.5 125 000 1.0 6358-03-088063 210 Residential, 1 Family 320 608 0.5 1172500 1.0 6358-03-097070 210 Residential, 1 Family 320 608 0.6 114floo 1.0 6358-03-107077 210 Residential, 1 Family 320 608 0.6 1072500 1.0 6358-03-115086 210 Residential, 1 Family 320 608 0.5 1162000 1.0 6358-03-124095 210 Residential,, I Family 320 608 0.5 106floo 1.0 6358-03-133103 210 ResidentiaL, I Family 320 608 0.5 1222000 1.0 6358-03-140110 210 Residential, I Family 320 608 0.5 92:0500 1.0 6358-03-153122 210 Residential, 1 Family 320 608 0.5 99500 1.0 6358-03-161130 210 Residential., 1 Family 320 608 0.4 K500 1.0 -ll- . . . . . . . . . . ... ................ .:.:.:.X ...... . . . . . . ... . . . . . I -N . ................. V.Y LA USE. 66 * • ............. .R.-EPT .0 0 9 9 0: ......... ...... ......... ........... . . . -d d -x Lo T ............ a�,:t:r��.. .. ... .............. . ... U - N .... .. ........ .... .............. ... 6 ..... .... . . . . . . . . . . . . . . . . . . . ... E EMT. N 4 M.6"N 6358-03-168137 210 Residential, 1 Family 320 608 0.5 101,000 1.0 6358-03-176143 -210 Residential, 1 Family 320 608 0.5 101,000 1.0 6358-03-183150 210 Residential, 1 Family 320 608 0.5 106,000 1.0 6358-03-114034 210 Residential, 1 Family 320 608 2.0 116P0 1.0 6358-03-124051 210 Residential, 1 Family 320 608 0.9 120,000 1.0 6358-03-134064 311 Vacant Residential 320 608 1.4 28,500 0.8 6358-03-148074 210 Residential, I Family 320 608 0.9 122:1500 1.0 6358-03-158083 210 Rbsidential, I Family 320 608 1.0 132.7000 1.0 6358-03-167090 210 Residential, I family 320 608 1.0 134,500 1.0 6358-03-181100 210 Residential, 1 Family 320 608 2.0 138,1000 1.0 6358-03-197113 210 Residential,, 1 Family 320 608 1.6 143,000 1.0 6358-03-207123 210 Residential,, I Family 320 608 1.5 102,000 1.0 6358-03-288170 416 Mobile Home Park 261P400* 50,160 28.7 2,247,800 88.0 6358-03-195183 311 Vacant Residential 320 608 3.2 32,500 1.0 6358-03-208209 210 Residential,, I Family' L 320 608 1.9 95,000 1.0 TOTALS FOR AREA 2 (145 LOTS) 72,480 137,712 $1797753,600 231.8 Note: See Section 18.0 for Benefit Unit Calculations. Roberts Trailer Park is estimated to have 88 units @approximately 300 GPD/Unit; wpm TABLE 2B: AREA 2: ED GEHI LL MANOR SUBAREA ..1•. :.Y: ..SS . ..1 : : {6.. v., •1..'::.5.A•:. .' .L v s ' ::.5'.1•.SSSS .SS•.1S . S ::'•:::%: : . 1:•:•; �}} ;.::: • Edgehill Drive Mains-& Appurtenances 5,100 L.F. $ 20O/LF $1,020,000 • Partners Road —.Mains. & Appurtenances 17500 L.F. $ 2001LF $ 3 00, 000 • Beatty Road — Mains & Appurtenances 11250 L.F. $ 200/LF $ 250,000 * Little Road — Mains & Appurtenances 400 L.F. $ 200/LF $ 50,000 • Pye Lane - Mains &Appurtenances 2,000 L.F. $ 2001LF $ ''4007000 TOTAL LENGTH OF PIPE 109250 L.F. • SUBTOTAL $270507000 + 10% CONTINGENCIES $ 2003000 CONSTRUCTION COST $2,2507000 • + Design (9%) $ 202,500 • + Inspection (8%) $ 150,000 • + Legal (4%) $ 90, 000 • + Miscellaneous (3.5%) $ 757750 +Permit Process (0.5%) $ 11,250 • TOTAL PROJECT COST - AREA 2: EDGEBILL MANOR SUBAREA $298129500 Note: All costs are based on April 2003 Prices -13- 4.0 OPTIONAL AREA 3: SHALE DRIVE SUBAREA. .PROPOSED SER UCEARF4 R14R"EYFRS: Optional Area 3 consists of the following proposed users. The limits of Area 3 are detailed on Figure 3 herein. ➢ Shale Drive > Plum Court ➢ Dillon Court Short Court > Long Court - A portion of Montfort Road ➢ A portion of Elizabeth Terrace. Optional Area 3 consists of approximately 71 lots, comprising a total of 73.0 Benefit Units. Benefit Unit Calculations are included under Section 18.0 herein. It is estimated that Area 3 ,will contribute an average day flow of 25,000± gallons, and a peak day flow of 47,000± gallons. This land use and flow data is detailed under Table 3A ere' A proposed preliminary sewer main layout indicates that this area will required approximately 8,400± linear feet of sanitary mains, including all appurtenances, as well as a sewage pump station and appropriate force main. It should be noted that installation of any proposed new mains in this area may require replacement and/or upgrade of the existing downstream sanitary sewer main network. We would recommend that the design of any proposed new mains in this area include an analysis of the capacity of the existing downstream receiving pipes. A preliminary cost estimate to construct sewage disposal facilities for this subarea is detailed under Table 3B herein. Total Project Costs for this subarea are estimated to be $2,461,250. Annual Costs Per Benefit Unit are detailed under Section 18.0 herein. -14- ORT PREPARED BY: PAGGI, MARTIN & DEL BENE LLP. FIGURE 3: ONSULTING ENGINEERS AND LANE) SURVEYORS 56 MAIN STREET SHALE POUGHKEEPSIE, NEW YORK 12601 DRIVE SUBAREA PAGE: ! SCALE: 1 DATE: .1,5 1 l w. = 400wl 5110103 TABLE 3A AREA 3.- SHALE DRIVE SUBAREA LAND USE, FLOW & BENEFIT UNIT DATA ..... ..... .............. kv N..'.. . . . ............ ...... I. o..: o. Xo .......... ......... .. o.. M. ............. ........... ... .......... o . ..... . .......... ... . ...... ......... o ...... o.... ..... ... Y4X* ...... . YX ....... 6358-03-115336 210 Residential, 1 Family 320 608 1.2 136,000 1.0 6358-03-124319 210 Residential., 1 Family 320 608 1.0 132,500 1.0 6358-03-127300 210 1 1 Family Residential, 320 608 0.8 113500 1.0 6358-03-140310 210 Residential, I Family 320 608 0.8 112,000 1.0 6358-03-133350 210 Residential!, I Family 320 608 0.9 120,500 1.0 6358-03-152334 210 Residential, I Family 320 608 0.8 109,500 1.0 6358-03-154350 210- Residential,, 1 Family 320 608 1.0 111,500 1.0 6358-03-141282 210 Residential,, 1 Family 320 608 01.9 126,000 1.0 6358-03-150270 210 Residential, I Family 320 608 1.0 137,2000 1.0 6358-03-157256 210 Residential, I Family 320 608 1.0 107,500 1.0 6358-03-169233 210 Residential, 1 Family 320 608 2.5 143,000 1.1 6358-03-195237 210 Residential, I Family 320 608 2.7 137,500 1.1 6358-03-188265 210 Residential., 1 Family 320 608 0.8 118fl00 1.0 6358-03-179280 210 Residential, '1 Family 320 608 0.7 119,500 1.0 6358-03-170290 210 Residential, I Family 320 608- 0.7 110,000 1.0 6358-03-159300 210 Residential, 1 Family 320 608 0.7 117,500 1.0 6358-03-170312 210 Residential, 1 Family 320 608 -0.9 116,2000 1.0 6358-03-177331 210 Residential, I Family 320 608 0.9 119,000 1.0 6358-03-193325 210 Residential, 1 Family 320 608 0.8 106,2000 1.0 6358-03-190304 210 Residential, 1 Family 320 608 0.7 121fl00 1.0 6358-03-195290 210 Residential, 1 Family 320 608 0.8 1201000 1.0 6358-03-204275 210 Residential, 1 Family 320 608 0.7 104.4500 1.0 6358-03-211257 210 Residential, 1 Family 320 608 0.8 103,000 1.0 6358-03-227250 210 Residential, I Family 320 608 1.0 112,000 1.0 6358-03-166373 210 Residential, 1 Family 320 608 0.9 1042000 1.0 6358-03-171354 210 Residential, 1 Family 320 608 0.9 108,000 1.0 6358-03-188377 210 Residential, I Family 320 608 0.9 111,500 1.0 6358-03-199362 210 Residential, 1 Family 320 608 0.9 113fl00 1.0 6358-03-202348 210 Residential, I Family 320 608 0.7 102,500 1.0 6358-03-216343 210 Residential, 1 Family 320 608 0.9 93,7500 1.0 6358-03-229334 210 Residential, 1 Family 320 608 0.8 114,000 1.0 6358-03-215388 210 Residential, 1 Family 320 608 1.0 99:500 1.0 6358-03-220376 210 Residential, I Family 320 608 0.9 111, 5 00 1.0 6358-03-228367 210 Residential, 1 Family 320 608 0.8 110,500 1.0 6358-03-238355 210 Residential, I Family 320 608 0.8 110:0500 1.0 6358-03-245342 210 Residential, 1 Family 320 608 0.7 110.7000 1.0 6358-03-248329 210 Residential, 1 Family 320 608 0.8 119,500 1.0 6358-03-214311 210 Residential, I Family 320 608 1.0 109:5010 1.0 6358-03-232308 210 Residential, 1 Family 320 608 1.0 130,500 1.0 6358-03-255312 210 Residential, 1 Family 320 608 0.8 114,000 1.0 6358-03-226294 210 Residential, I Family 320 608 0.8 106,500 1.0 6358-03-235283 21A Residential, 1 Family 320 608 0.9 125,500 1.0 -16- X.:6 : . . . . :; .................. X ............ .......... , : - .... ......... ...... T ................. ........... . .............. 2-2.2m.a. ......... N.. S.E. ....... . . . . . . . . . . . .......... . ............... ............ ........... X'x.x X_ ....... .. . .... .... . ... .• ........ .. AWI ...... ....... ............... ...... . .......... X :x. . . .. . ... .......... ............ ...................... ... ........... .... . . ........... ... . .... ........ Nde. 6358-03-244270 210 Residential, 1 Family 320 608 1.0 126,000 1.0 6358-03-265295 210 Residential,, I Family 320 608 2.1 1012500 1.0 6358-03-240218 210 Residential, 1 Family 320 608 4.4 205.1000 1.5 6358-03-260240 591 *Playground (2 Toilets) 800 1520 2.6 96,700 1.0 6358-03-282263 300 Vacant-T/Wappinger 320 608 3.0 85,500 1.0 6358-03-251402 210 Residential, 1 Family 320 608 0.9 136,7000 1.0 6358-03-256392 210 Residential, 1 Family 320 608 0.8 119,000 1.0 6358-03-262382 210 Residential, 1 Family 320 608 0.9 112,500 1.0 6358-03-267372 210 Residential, 1 Family 320 608 1.0 111,500 1.0 6358-03-273362 210 Residential, 1 Family 320 608 1.0. 118,000 1.0 6358-03-275340 210 Residential, 1 Family 320 608 1.3 113,500 1.0 6358-03-285324 210 Residential, 1 Family 320 608 1.0 137,000 1.0 6358-03-304311 210 Residential,, I Family 320 608 2.4 95:0500 1.1 6358-03-304290 210 Residential, 1 Family 320 608 0.9 109.%000 1.0 6358-03-328267 590 *Park-T/Wappinger 1600 3040 5.9 199,000 2.1 (4 Toilets) 6358-03-292416 210 Residential, I Family 320 608 0.8 94,000 1.0 1.0 6358-03-289399 210 Residential, 1 Family 320 608 0.9 110,500 6358-03-293386 210 Residential., I Family 320 608 0.7 103,000 1.0 1.0 6358-03-297368 2.10 Residential, 1 Family 320 608 1.1 103,000 1.0 6358-03-300350 210 Residential, I Family 320 608 0.8 116X0 6358-03-304336 210 1 Residential, 1 Family 320 608 0.8 1121p 000 1.0 6358-03-319429 210 Residential, 1 Family 320 608 0.8 112,500 1.01.0 6358-03-321416 210 Residential; - 1 Family 320 608 0.9 108,000 1.0 6358-03-324404 210 Residential, 1 Family 320 608 0.9 111, 000 6358-03-327387 210 Residential, I Family 320 608 1.5 120:0500 1.0 6358-03-330370 210 Residential, I Family 320 608 1.0 102,500 1.0 6358-03-333357 210 Residential., 1 Family 320 608 0.9 95,000 1.0 6358-03-335344 210 Residential, 1 Family 320 608 1.0 115,500 1-0 6358-03-340326 210 Residential, I Family 320 608 1.2 97,000 1.0 TOTALS FOR AREA 3 (71 LOTS) 24,480 46,512 $81213,200 73.0 Note: Section 18.0 for Benefit Unit Calculations *Calculated at 400 GPD/Toilet (Average) & 760 GPD/Toilet (Peak) - 17- TABLE 3B : AREA 3: SHALE DRIVE SUBAREA ................................................. ....... ::...... '': Vq . ... % . ..... ..... ..... ...... ':L•. ::R:': :•:ti: :•:L{:•:•:ti•:• •iS �•:SLti :ti :ti rti•�4•: ..1 .........4.. .Sti•:.:1 :::::•:' i`. ::.::: � .:•.•. 141•:`:%: �': ::: '::•� ..............:::::: :•:{ :':::':•.:•:.tiff �•: :titi •:... :ti•: .:V: .441•.• �:LY: :•.tti •• •.L:::'. � :::::'. :ti : .YL'.Y•: .111 �.:•:.,.,. . :.L• :•. :•i ::.Y'.YS':•:Y:.: ::.: '::•:•:: •: S :.:1•. .:414•.:. :t•.•: . .•• •• .• • �i •�ti� :. titi :S•.':.•. � .•. � :.::• • . � . . tit': ............. ••:S•: ••:L•: •:{': ... .... ...... .......... .............. ........... M .........ti•.: ......... . . :.t•: 441•::.:•.• �• . . .. . . . ....... ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .t . . • Shale Drive -- Mains & Appurtenances L600 L.F. $ 225 LF $ 3 60, 000 Plum Court - Main & Appurtenances 250 L.F. $ 225 LF $ 551000 e Dillon Court - Main & Appurtenances 450 L.F. $ 2251LF $ 101,250 • Short Court - Main & Appurtenances 200 L.F. $ 225/LF $ 45,000 • Long Court — Main & Appurtenances 700 L.F. $ 225/LF $ 1577500 • Long -- Court P e Lane Easement � 700 L.F. $ 1501LF $ 105,000 • Montford Road — Main & Appurtenances pp 1500 L.F. $ 2001LF $ 3005000 Elizabeth Terrace � 120 L.F.• $ 200/LF $ 240 000 • Elizabeth -Montfort Easement 700 L.F. $ 150/LF $ 105,000 • Pyre Lane -- Main & Appurtenances 1100 L.F. $ 2001LF . $ 220,000 TOTAL LENGTH OF PAPE 5400 L.F. • Pump Station $100 0001FA $ 100,7000 • SUBTOTAL $ 1,790, 000 + 10% CONTINGENCIES $ 1791) 000 CONSTRUCTION COST $ 12969,000 • + Design (9%) $ 1771210 * + Inspection (8%) $ 1571520 r + Legal (4%) $ 7530760 • + Miscellaneous (3.5%) $ 682915 • + Permit Process (0.5°ro) $ 91845 • TOTAL PROJECT COST — AREA 3: SHALE DRIVE SUBAREA S 2,4619250 Note: All costs are based on April 2003 Prices 5.0 OPTTONAL AREA 4: ROUTE 9D/E [ GS ONVILLE SUBAREA:Ma PROPOSED ►SERJIYCE AREA P TERS. Optional Area 4 consists of the following proposed users. The limits of Area 4 are detailed on Figure 4 herein. A portion of NYS Route 9D. Dean Place A portion of IVlarlorville Road > A portion of old Hopewell Road. ➢ A portion of New Hamburg Road. Optional Area 4 consists of approximately 98 lots, comprising a total of 111.0 Benefit Units. Benefit Unit Calculations are included under Section 18.0 herein. It is estimated that Area 4 will contribute an average day flow of 35,040± gallons, and a peak day flow of 67,004± gallons. This land use and flow data is detailed under Table 4A herein. A proposed preliminary sewer main layout indicates that this area will require approximately 7,604± linear feet of sanitary mains, including all appurtenances. A preliminary cost estimate to construct sewage disposal facilities for this subarea is detailed under Table 4B herein. Total Project Costs for this subarea are estimated to be $2,374,400. Annual Costs Per Benefit Unit are detailed under Section 18.0 herein. 19 ,W_ S PREPARED BY: PAGG[s MARTIN & DEL BENE, LLP, CONSULTING ENGINEERS AND LAND SURVEYOR 56 MAI N STREET POUGHKEEPSIE, NEW YORK 12601 FIGURE 4: ROUTE 9D J HUGHSONVILLE EXISTIF MANHO # 23 n PAGE: # SCALE: 1 DATE: 20 li v. = 400* 5/10/03 TABLE 4A AREA 4; ROUTE 9DIRUGHS ONVILLE SUBAREA . ............ ............. ........ .... ........ ....... . . . ..... els - T, G M. . . . .......... ........... ....... ... ....... VY . ......... ............... . . ...... . ........ .... .................. .. ................... ............ a . ........ 6057-02-979670 210 Residential,, 1 Family 320 608 0.3 671P0 1.0 6057-02-985662 210 Residential,, 1 Family 320 608 0.3 65,000 1.0 6057-02-975652 210 Residential, 1 Family 320 608 0.9 91, 000 1.0 6057-02-976631 210 Residential, I Family 320 608 2.1 154,000 1.0 6057-02-996645 210 Residential, 1 Family 320 608 0.9 761000 1.0 6057-02-987580 480 MultiUse-Small Retail 320 608 1.4 340,000 3.6 6057-02-990600 210 Residential, 1 Family 320 608 1.0 1111500 1.0 6057-02-997555 210 Residential, I Family 320 608 0.2 68,500 1.0 6157-01-010700 311 Vacant Residential 320 608 0.8 6,000 0.8 6157-01-025698 210 Residential, 1 Family 320 608 2.7 116,000 1.0 6157-01-032669 210 Residential, 1 Family 320 608 4.1 145.7000 1.4 6157-01-068673 210 Residential, 1 Family 320 608 0.2 731000.. 1.0 6157-01-056688 210 Residential, 1 Family 320 608 0.5 73,000 1.0 6157-01-059700 210 Residential, 1 Family 320 608 0.3 88,540 1.0 6157-01-069687 210 Residential, I Family 320 608 0.5 76,000 1.0 6157-01-071704 210 Residential, 1 Family 320 608 0.9 101,004 1.0 6157-01-078715 210 Residential, I Family 320 608 0.6 89,500 1.0 6157-01-087730 210 Residential, 1 Family 320 608 0.7 107,040 1.0 6157-01-069663 210 Residential, 1 Family 320 608 0.3 78ffl0 1.0 6157-01-073649 433 Auto Body Shop 300 570 0.3 119,000 1.3 6157-01-057654 210 Residential, I Family 320 608 0.6 61,004 1.0 6157-01-040654 210 * Residential, I Family 320 608 0.4 93,000 1.0 6157-01-030644 210 Residential, 1 Family 320 608 0.2 60,000 1.0 6157-01-040637 411 Apartments (4) 1200 2280 0.5 122,500 4.0 6157-01-048643 425 Bar (40 Seat) 800 1520 0.2 72,000 0.8 6157-01-057642 210 Residential, I Family 320 608 0.1 80,000 1.0 6157-01-059643 210 Residential, 1 Family 320 608 0.1 793000 1.0 6157-01-062643 210 Residential, 1 Family 320 608 0.1 48,500 1.0 6157-01-066644 210 Residential., I Family 320 608 0.1 77,000 1.0 6157-01-010636 210 ResidentiA I.Family 320 608 0.3 75.7000 1.0 6157-01-005621 210 Residential, 1 Family 320 608 1.0 94fl04 1.0 6157-01-015608 454 Grocery Store 800 1520 1.0 164,7000 1.7 6157-01-021626 210 Residential, 1 Family 320 608 0.3 71,500 1.0 6157-01-026617 220 Residential, 2 Family 640 1216 0.3 87,000 2.0 6157-01-030623 484 Small Retail 300 570 0.1 66,000 0.7 6157-01-010565 210 Residential, I Family 320 608 2.2 142,500 1.0 6157-01-025595 210 Residential, 1 Family 320 608 0.3 96,000 1.0 6157-01-041593 447 Garage, Body Shop 300 570 1.5 121,500 1.3 6157-01-075577 662 Hughsonville Firehouse 800 1520 3.6 45,7830 0.5 6157-01-113572 311 Vacant, Residential 320 608 0.7 22,500 1.0 6157-01-124576 210 Residential,, 1 Family 320 608 0.3 92,500 1.0 6157-01-031600 432 Gas Station/Garage 300 570 0.1 36;000 0.4 -21- . . . . . . . . . . ::;::: -X-X: RENIVE MS. T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X X ......... ....... ............,:;. •-P: K IX . . . . . . . . . . 6157-01-034604 482 Detached/Storage 300 570 0.2 41,500 0.4 6157-01-037608 484 Small Retail 300 570 0.1 33,000 0.4 6157-01-044609 481 Attached, Small Retail 600 1140 0.5 87,500 0.9 6157-01-059624 483 Conversion, Apartment(4) 1200 2280 0.5 106,700 4.0 6157-01-068613 662 Hughsonville F.D.Nacant 0 0 0.7 92.7400 0.8 6157-01-070628 484 Small Retail 300 570 0.3 85,000 0.9 6157-01-083615 620 Religious 300 570 1.3 140,000 1.5 6157-01-090634 210 Residential 1, Family/ 320 608 0.2 82,500 1.0 Small Retail 6157-01-097636 210 Residential, 1 Family 320 608 0.1 49,000 1.0 6157-01-094624 220. Residential, 2 Family 640 1216 0.3 52,500 2.0 6157-01-097615 810 Electric & Gas 0 0 0.2 146,000 1.6 6157-01-099607 210 Residential, 1 Family 320 608. 0.3 69.1000 1.0 6157-01-100596 210 Residential, 1 Family 320 608 0.3 88P000 1.0 6157-01-107641 210 Residential, 1 Family.. 320 608 0.1 52.7000 1.0 6157-01-114636 220 Residential, 2 Family 640 1216 0.6 105,500 2.0 6157-01-114621 210 Residential, 1 Family 320 608 0.6 93,000 1.0 6157-01-115611 210 Residential, 1 Family 320 608 0.3. 88,000 1.0 6157-01-114603 210 Residential, I Family 320 608 0.3 60,000 1.0 6157-01-118594 210 Residential, 1 Family 320 608 0.2 501.51000 1.0 6157-01-127639 210Resident' 1 al, I Family 320 608 0.4 90:500 1.0 6157-01-136640 210 Residential,, I Family 320 608 2.5 125,500 1.1 6157-01-148641 210 Residential,, 1 Family 320 60.8 0.6 60100 1.0 6157-01-128597 210 Residential, I Family 320 608 0.5 71,000 1.0 6157-01-139597 210 Residential, I Family 320 608 0.7 90, 0001.0 6157-01-153596 210 Residential, 1 Family 320 608 0.4 65500 .10 1.0 6157-01-161596 210 Residential, 1 Family 320 608 0.3 112,000 1.0 6157-01-178600 312 Vacant, Residential 320 608 1.3 154,000 0.8 6157-01-203612 210 Residential, 1 Family 320 608 1.9 124:0000 1.0 6157-01-220607 311 Vacant, Residential 320 608 1.4 160,000 0.8 6157-01-180640 220 Residential, 2 Family 640 1216 3.9 111:1000 2.0 6157-01-186655 210 Residential, I Family 320 608 1.8 100:0000 1.0 6157-01-191671 210 Residential, 1 Family 320 608 0.8 97,500 1.0 6157-01-208658 210 Residential, 1 Family 320 608 1.0 101,500 1.0 6157-01-213680 210 Residential, 1 Family 320 608 2.6 135.10000 1.1 6157-01-216702 311 Vacant, Residential 320 608 1.6 112,500 0.8 6157-01-230710 210 Residential, I Family 320 608 0.6 67,000 1.0 6157-01-226718 210 Residential., I Family 320 608 0.6 812000 1.0 6157-01-171740 320 Rural Vacant 320 608 10.4 58,000 2.5 6157-01-173698 210 Residential, 1 Family 320 608 1.8 100.7000 1.0 6157-01-133683 210 Residential, I Family 320 608 1.5 85,500 1.0 6157-01-150686 210 Residential, I Family 320 608 2.1 95,000 1.0 -22- ........... .......... ........... ....... ................. --------........... .. ............. ........... ........... . ...... N Xo. ...... .4 NO: .......... . . . ............. *X -X. .......... 6Y. ........... ................. -4 ........... ....... -'X Xd: ............ 4 ...... . 6157-01-164681 210 Residential, I Family 320 608 0.6 80,000 1.0 6157-01-119678 210 Residential, I Family 320 608 1.5 97,500 1.0 6157-01-121660 210 Residential, 1 Family 3220 608 0.6 83,000 1.0 6157-01-102660 210 Residential., 1 Family 320 608 0.6 66,000 1.0 6157-01-108658 210 Residential, 1 Family 320 608 0.5 69,000 1.0 6157-01-089655' 210 Res'idential, 1 Family 320 608 0.7 94,000 1.0 6157-01-086671 210 Residential, 1 Family 320 608 0.6 95,0500 1.0 6157-01-091682 210. Residential, 1 Family 320 608 0.4 70,000 1.0 6157-01-096689 210 Residential,, 1 Family 320 608 0.4 74.9000 1.0 6157-01-097696 210 Residential, I Family 320 608 0.4 100,500 1.0 6157-01-102707 210 Residential,, 1 Family 320 608 0.9 88,000 1.0 6157-01-10871.8 210 Residential, I Family 320 608 1.1 113P000 1.0 6157-01-111724 210 Residential, I Family 320 608 0.7 1071000 1.0 6157-01-115723 311 Vacant Residential 320 608 0.5 23.7500 0.8 .6157-01-119735 210 Residential, I Family 320 608 0.6 112$000 1.0 TOTALS FOR AREA 4 (98 LOTS) 35,320 679108 Mt8439430 111,0 Note: See Section 18.0 for Benefit Unit Calculations -23- TABLE 4B: AREA 4: ROUTE . ........... *-, .9DIHUGHS ONVILLE SUBAREA . . :: 'av � � �:::� :::: .:S'. S S � ::'1: � :ti•1r .' ::•.::: � • � :':ti•:S•.S ii•:tY:. � :.L{"••• S .:....5 ..... . YL ....... :•:4•: 1.{'.•. •i•:4} � •:;::;: %:r •Y {{{: :{{{ : :':•::::: { {{LYY rS .t .S:::S' S . rY ....S .L ... .tS. .S r ..:. j. . ...... .:v.•:.•.. . .S. •�}. •:.. ::�•. :':tiff{{{;'.•.:•: :� �' }... • Route 9D - Mains & Appurtenances 31000 L.F. $ 250/LF $ 750,000 • New Hamburg Road — Mains & 500 L.F. $ 225/LF $ 1801000 Appurtenances • Marlorvville Road — Mains & Appurtenances 12000 L.F. $ 2001LF $ 2002000 • Old Hopewell Road — Mains & 2,050 L.F. $ 225ILF $ 461,250 Appurtenances • Dean Place — Mains & Appurtenances 400 L.F. $ 200/LF $ 801000 • Old Ho ewell — A4H No. 23 Easement 350 L.F. $ 150ILF $ 52, 500 TOTAL LENGTH OF PIPE 7,604 L.F. • SUBTOTAL $ 1, 7233750 + 10% CONTINGENCIES $ 1727250 CONSTRUCTION COST $ 125961000 • + Design (9 %) $ 1707640 • + Inspection. (8%) $ 151, 680 • + Legal (4%) $ 75,850 • + Miscellaneous (3.5%) $ 662360 • + Permit Process (0.5%) $ 9,480 • TOTAL PROJECT COST - AREA 4: ROUTE 9D 1 HUGHSONVILLE $ 293709000 SUBAREA Note: All costs are based on April 2003 Prices INE 5.0 OPTIONAL AREA 5: BEECHw00D CIRCLE SUBAREA: PROPOSED SER JrCE ARE4 YFRS-, Optional Area 5 consists of the following proposed users. The limits of Area 5 are detailed on Figure 5 herein. ➢ Beechwood Circle- ➢ Brookhollow Court. > A portion of MacFarlane Road > A portion of Old Hopewell Road ➢ A portion of NYS Route 9 Optional Area 5 is comprised of�approximately 100 lots, comprising a total of 151.3 Benefit Units. Benefit Unit Calculations are included under Section 18.0 herein. It is estimated that Area .5 will contribute an average day flow of 68, 000 gallons, and a peak day flow of 130,000± gallons. This land use and flow data is detailed under Table 5A herein. A proposed preliminary sewer main layout indicates that this Area will require approximately 17,600± linear feet of sanitary mains, including all appurtenances. A preliminary cost estimate to construct sewage disposal facilities for this subarea is detailed under Table 5B herein. Total Project Costs for this subarea are estimated to be $5,0505000. Annual Costs Per Benefit Unit are detailed under Section 18.0 herein. SP 46 ORT PREPARED BY: IMMA ::.. . o ..: rW ....� - ... - ... SLC �x - :: s;:::::::� ::.: .. SAN TING ......... ::... ::: ' ::...... READ 0� -= ... -:::.. =: ....... - :. .. 28 ------------------------ PAGGI, MARTIN & DEL BENE, LLP. INSULTING ENGINEERS AND LAND SURVEYOR: 56 MAIN STREET POUGHKEEPSIE, NEW YORK 12601 .............. i X:. 41'x..::. •::::: L,:.�:: FIGURE 5.x BEECHWOOD CIRCLE SU PAGE: I SCALE: I DATE: 261119 = 600 51 l 01 TABLE 5A AREA 540, BEECHWOOD CIRCLE SUBAREA ... .......... ---------- . ........ ..... ......... ...... ............ ..... .. ............. ................... ............ --------- . .. ..... ... ................ ------- ........ - T-0, ............... ...... ....... ......... ... ......... ............... .. 6157-02-610544 432 Gas Station 800 1520 0.6 160,000 1.7 6157-02-619532 484 Garage/Body Shop 300 570 1.0 175,000 1.9 6157-02-637535 210 Residential, 1 Family 320 608 1.6 180,000 1.0 6157-02-659528 270 Mobile Home 300 570 2.3 85:0000 1.0 6157-02-641504 411 Stonegate Apartments 7000 13300 418.9000 4.6 6157-02-677527 311 Vacant Residential 320 608 0.8 98,000 0.8- 6157-02-691591 210 Residential, I Family 320 608 0.8 753,000 1.0 6157-02-704511 210 Residential, 1 Family 320 608 1.7 94N0 1.0 6157-02724507 210 Residential, 1 Family 320 608 0.7 96,000 1.0 6157-02-735509 210 Residential, I Family 320 608 0.4 62,500 1.0 6157-02-745502 210 Residential, 1 Family 320 608 0.5 93,0500 1.0 6157-04-618490 210 Residential, 1 Family 320 608 0.3 110,500 1.0 6157-04-623465 421 Restaurant (100 Seat) 3500 6650 2.2 225,000 2.4 6157-04-630435 433 Auto Service/Tire 300 570 2.7 2555,000 2.7 6157-04-648475 311 Vacant Residential 320 608 3.7 43,000 1.1 6157-04-671471 311 Vacant Residential . 320 608 0.1 11,000 0.8 6157-04-694492 210 Residential, 1 Family 320 608 1.0 91,500 1.0 6157-04-713486. 210 Residential, I Family 320 608 0.8 911,000 1.0. 6157-04-729488 210 Residential, 1 Family 320 608 0.6 110,000 1.0 6157-04-760471 210 Residential, 1 Family 320 608 6.3' 11431000, 1.0 6157-04-633413 413 Auto Dealership 1250 2375 2.5 4753,000 5.1 6157-04-638394 421 Restaurant 2500 4750 2.4 2621500 2.8 6157-04-614382 210 Residential, 1 Family 320 608 0.3 52,000 1.0 6157-04-614375 483 Conversion 320 608 0.3 1015,500 1.0 6157-04-649374 210 Residential, 1 Family 320 608 4.0 143N0 1.4 6157-04-649335 280 Multi- Residential (2) 640 1216 10.0 475,000 3.6 6157-04-617311 480 Multi -Use Office(3) 900 1780 1.0 540,000 5.8 6157-04-621197 440 Garagel'Body Shop 300 570 1.0 139.7000 1.5 6157-04-632285 484 Garagefflody Shop 300 570 2.6 187,500 2.0 6157-04-627257 483 High-rise Office 300 570 0.5 135N0 1.4 6157-04-648271 311 Vacant, Residential 320 608 1.3 29,000 0.8 6157-04-639251 480 Office 300 570 0.9 149,000 1.6 6157-04-636239 210 Residential, 1 Family 320 608 0.6 109,000 1.0 6157-04-670241 210 Residential, 1 Family 320 608 1.8 102,000 1.0 6157-04-679208 210 Residential,, 1 Family 320 608 1.6 86.1500 1.0 6157-04-648194 449 Storage 300 570 2.0 526,800 5.6 6157-04-652180 484 1 Story Commercial 300 570 1.7 207,000 2.2 6157-04-659168 210 Residential,, I Family 320 608 2.0 200,000 1.0 6157-04-689170 330 Vacant, Commercial 2200 4180 2.3 180,7000 1.9 6157-04-661144 370 Vacant Commercial Ind in above Ind. above 2.1 290,000 3.1 6157-04-680140 432 Service Station 300 570 1.8 201,000 2.1 6157-04-743178 311 Vacant Residential 20000 38000 38.8 160,000 8.2 6157-04-720225 311 Vacant Residential 320 608 9.1 37,500 2.2 6157-04-699284 220 Residential, 2 Family 640 1216 0.7 116,500 2.0 6157-04-705276 210 Residential!, 1 Family 320 608 1.3 145N0 1.0 6157-04-720271 210 Residential, 1 Family 320 608 2.3 76,500 1.0 6157-02-614569 450 Small Food Market 800 1520 0.7 2901,000 3.1 6157-02-624589 484 Small Retail 300 570 2.0 3303000 3.5 6157-02-627612 330 Vacant Commercial 300 570 2.3 108,000 1.2 6157-02-645586 311 Vacant Residential 320 608 1.8 335,000 0.8 6157-02-668575 210 Residential., 1 Family 320 608 3.7 107,040 1.3 -27- Note: See Section 18.0 for Benefit Calculations . 28- . . . . . . . . . ....... ................. . . . . . . . . . . .. .......... ::vX i NN .. w' g %. X.- E -A4.o -N D X 0 ................ ............. o... .......... ....................... ... ...... .. .......... . ............ 4.. ............ 4.. :A No: .......... ........ .. T 4 .... . . . ............ 4 K.- .. ...... o ...... 4 . ............ t:• �! +} ........ 6157-04-711298 . 210 Residential, 1 Family % 320 608 0.5 M•'rAZli 6320000 EL= 1.0 6157-04-721310 210 Residential., 1 Family 320 608 0.5 80,500 1.0 6157-04-740277 449 Other Storage 300 570 2.7 703,000 0.7 6157-04-754295 210 Residential, 1 Family 320 608 4.6 88,500 1.5 6157-04-771308 210 Residential, 1 Family 320 608 4.0 75,000 1.4 6157-04-780322 210 Residential,) Family 320 608 2.3 49,500 1.0 6157-04-790331 270 Mobile Home 300 570 3.8 1005,000 1.4 6157-04-799364 311 Vacant, Residential 320 608 0.8 109,000 0.8 6157-04-810332 210 Residential, I Family 320 608 4.0 164,200 1.2 6157-04-807365 210 Residential, 1 Family 320 608 1.7 116,000 1.0 6157-04-824346 311 Vacant- Residential ---7 320 608 1.7 120,000 0.8 6157-04-820374 210 Residential, I Family 320 608 1.2 80,500 1.0 6157-04-657441 210 Residential, 1 Family 320 608 0.9 100,000 1.0 6157-04-667422 210 Residential, 1 Family 320 608 0.9 1181,000 1.0 6157-04-680408 210 Residential, 1 Family 320 608 1.1 101.9000 1.0 6157-04-687392 210 Residential, 1 Family 320 608 0.9 1073,900 1.0 6157-04-692378 210 Residential, I Family 320 608 0.7 125,000 1.0 6157-04-700368 210 Residential, I Family 320 608 0.8 104,000 1.0 6157-04-710354 210 Residential, 1 Family 320 608 1.3 1195,500 1.0 6157-04-733352 311 Vacant Residential 320 608 0.1 11,000 0.8 6157-04-730346 210 Residential, 1 Family 320 608 0.6 80,000 1.0, 6157-04-723340 311 Vacant Residential 320 608 0.6 120,000 0.8 6157-04-715332 210 Residential, 1 Family 320 608 0.6 82,500 1.0 6157-04-707325 210 Residential, 1 Family .320 608 0.6 83,000 1.0 6157-04-699320 210 Residential, 1 Family 320 608 0.6 83,000 1.0 6157-04-692312 210 Residential, 1 Family 320 608 0.6 93,000 1.0 6157-04-684305 210 Residential, 1 Family 320 608 0.6 110,000 1.0 6157-04-677298 210 Residential, 1 Family 320 608 0.6 881,000 1.0 6157-04-667289 210 Residential, I Family 320 608 1.4 96,000 1.0 6157-04-686469 210 Residential., 1 Family 320 608 1.1 114,400 1.0 6157-04-705466 210 Residential, 1 Family 320 608 1.3 943,000 1.0 6157-04-726461 210 Residential, 1 Family 320 608 1.0 99,500 1.0 6157-04-684449 210 Residential, 1 Family 320 608 0.9 105,000 1.0 6157-04-708442 210 Residential., I Family 320 608 0.9 101,000 1.0 6157-04-682437 210 Residential., 1 Family 320 608 0.6 114,200 1.0 6157-04-697429 210 Residential, I Family 320 608 0.8 13 5, 1.0 6157-04-733426 210 Residential, 1 Family 320 608 2.8 96.1000 1.0 6157-04-772418 210 Residential, I Family 320 608 1.6 120.1)000 1.0 6157-04-822447 411, Apartments (2) 640 1218 2.7 135,000 2.0 6157-04-816418 210 Residential, 1 Family 320 608 4.0 146)500 1.2 6157-04-722395 210 Residential., 1 Family 320 608 0.9 95,7500 1.0 6157-04-726386 210 Residential, I Family 320 608 0.8 127,500 1.0 6157-04-733374 210 Residential,, 1 Family 320 608 0.7 1053,000 1.0 6157-04-752367 210 Residential, 1 Family 320 608 1.3 69,500 1.0 6157-04-770380 210 Residential, 1 Family 320 608 1.1 118,000 1.0 6157-04-753396 210 Residential, I Family 320 608 1.5 119,000 1.0 6157-04-784395 210 Residential,, 1 Family 320 608 0.6 65,0001.0 6157-04-789400 311 Vacant Residential 320 608 0.6 21,500 0.8 6157-04-800405 210 Residential,, 1 Family 320 607 0.7 77,500 1.0 TOTALS FOR AREA 5 (100 LOTS) 65,430 130,017 $13,359,500 151.3 Note: See Section 18.0 for Benefit Calculations . 28- TABLE 5B : AREA 5: BEE CHWO OD CIRCLE SUBAREA .............. .......... ........ ........... ............ .. ................ ....... ......... ............. . .......... .:. :=::�: .. . .................. .. . . ........... . ....... .. ................... .. ....... . ...... ..... ..... ':':•:•:.'.'. :SS•.1'.S :{ {':'. '. •: .Y•: r:{{'r.::YL:t:•:.4'.YS � :. � .• '.Y' LSL•. :' •. . J. :• ..S ..L .4 ..1 . :.L•.S•. •.SL . ..:. :•:Y:'}:{ :••:SSY' .YYSY ..ti'. ..SY:.1SS � ::SY:. . T.. :LS :S•::LSV •. ':Si•:{:: •. ::•.SS :•: � •.�:::•:':S ::SSSSC':S•:SS':S•:S•:•:':SS::S �. i%:•:•: :::•'::?•:•:•:•} ::: � . '.4• • :L:.... •••.:'::{{... � :.::5 :SSS•. � :: • .. S .t : 5r.:' .•. • 51545 :5 : � :.: � .5::': •.15'.'.•.' • r . ':`:S :': ':":•: ii i}:•: :ti{'.': :dr:ti'.44tir: :•:ti•:r.:•... L .SLLL'.SS':.S1S': .1'.{S': .L : �:':':•: : }:':•: �....... . Y. y {{S': � :{{t:114S :•:.•.4YYY4•. � .SYL:SS•:•:•:S•:•.i{i':•.Y YYYS'.S � ::{ti{•:t•:{ i•'� •• .. P....... rRr•:•:•:Yti'.dd':{r::r:S::': YY`. :.StY• 5.. . .. ..... �• '. :{r•�..15'.'::.5•:::•: r ........... {v: S::SSS ............... ..... •{ii .SLY:: � �:!:::ti•: • Route 9 -- Mains & Appurtenances 5112001L.F. $ 2501LF $ 11550,000 • MacFarlane Road -- Mains & Appurtenances 3, 000 L.F. $ 200/LF $ 600, 000 • Beechwood Circle —Mains & Appurtenances 27500 L.F. $ 2001LF $ 5007000 • Brookhollow Court — Mains & Appurtenances 500 L.F. $ 2001LF $ 10011000 • Brookhollow to Old Hopewelll Easement 1, 3 00 L.F. $ 1501LF $ 195, o00 •MacFarlane fRear) Easement 1,400 L.F. $ 1501LF $ 2101000 • MacFarlane to Old Hopewell Easement 12200 L.F. $ .150/LF $ 1507040 • Old Hopewell Road Mains & Aurten n 13500 L.F. $ 225/LF $ 337,504 TOTAL OF PIPE LENGTH 171500 L.F. � • SUBTOTAL $ 3, 572, 5 00 + 10% CONTINGENCIES $ 36751500 CONSTRUCTION COST $ 42040 .7 000 • + Design (9%) $ 363,504 • + Inspection (S%) $ 3237004 + Legal (4%) $ 161, 000 • + Miscellaneous (3.5%N) $ 1417000 • +Permit Process (0.5%) $ 202204 • TOTAL PROJECT COST -- AREA 5: BEECHWDDD CIRCLE SUBAREA. $ 5, 050,000 Note: All costs are based on April 2003 Prices -29- 7.0 OPTIONAL AREA 6: MISCELLANEOUS EAST SUBAREA: PROPOSED SERr1YCEARE4 PYFRS: Optional Area 6 consists of the following proposed users. The limits of Area 6 are detailed on Figure 6 herein. ➢ Robin Lane ➢ Evergreen Road A portion of Sherwood Heights (Carlen Drive) ➢ A portion of All Angels Hill Road. ➢ A potion of Old Myers Corners Road. ➢ A portion of Myers Comers Road. Optional Area 5 consists of approximately 101 lots, comprising a total of 100.2 Benefit Units. Benefit Unit Calculations are included under Section 18.0 herein. It is estimated that Area 6 will contribute an average day flow of 32,000± gallons, and a peak day flow of 61,000=L gallons. This land use and flow data is detailed under Table 6A herein.. A proposed preliminary sewer main layout indicates that this area will require approximately 13,300=L linear feet of sanitary mains, including all appurtenances, as well as the abandonment of two pump stations, construction of one new pump station, and appropriate force main. A preliminary cost estimate to construct sewage disposal facilities for this subarea is detailed under Table 6B herein. Total Project Costs for this subarea are estimated to be $3,561,250. Annual Costs for Benefit Unit are detailed under Section 18.0 herein. -30- PROPOSE PUMP STATION '.:.:..b EXISTING PUMP STATION- TO BE ABANDONED EXISTING PUMP STATION - TO BE ABANDONED .ter 1 VWWWW PREPARED BY: PAGGI, MARTIN & DEL BENE, LLP, CONSULTING ENGINEERS AND LAND SURVEYORS 56 MAIN STREET FIGURE 6.m M ISC. EAST SUBAREA PAGE: I SCALE: I DATE: 31 1 'f" = 8001 5/10103 1. TABLE 6A -32- AREA 6: MISCELLANEOUS EAST SUBAREA ......... .. . . ...... .. ......... ........ ... .......... . ... ..x ........ .... ................... . .............. ................ . . .... . ` ......... . b.N. M... - . . .. ...... . .............. ............. ............. . .... .. ..... . ......... . .... 6258-02-590270 662 New Hackensack Fire Dst 800 1520 59.5 600,000 6.4 6258-02-595561 311 New Hackensack Fire Dst Vacant 0 0 1.3 38,7900 0.4 6258-02-626605 311 New Hackensack Fire Dst Vacant 0 0 2.9 52,000 0.6 6258-02-625574 662 New Hackensack Fire Dst 800 1520 1.9 8,120 0.1 6258-02-652595 210 Residential, 1 Family 320 608 2.1 110:0000 1.0 6258-02-584501 210 -Schlathaus Park 1600 3040 4.8 176.7500 1.9 6258-02-628535 620 Religious 800 1520 4.6 370,000 3.9 6258-02-624549 632 Benevolent Assoc. 800 1520 0.3 141,500 1.5 6258-02-640551 311 Vacant, Residential 320 608 0.1 61P000 0.8 6258-02-647552 210 Residential, I Family 320 608 0.4 75fl00 1.0 6258-04-598473 210 Residential, 1 Family 320 608 1.0 '973500 1.0 6258-04-594455 311 Vacant Residential 320 608 1.5 11,500 0.8 6258-04-616455 210 ResidentiA 1 Family 320 608 0.6 105fl00 1.0 6258-04-594428 210 Residential, 1 Family 320 608 4.2 117,004 1.4 6258-04-509390 210 Residential, I Family 320 608 4.0 97,500 1.4 6258-04-501380 210 Residential, 1 Family 320 608 1.2 90,500 1.0 6258-04-664485 120 Field Crops 320 608 11.5 175fl00 1.9 6258-04-566385 240 Rural, Residential 320 608 145P000 0.8 6258-04-537368 210 Residential,, 1 Family 320 608 1.1 188,004 1.0 6258-04-555358 210 Residential, I Family 320 608 0.9 183fl04 1.0 6258-04-530346 210 Residential, I Family 320 608 0.9 221P004 1.0 6258-04-564331 210 Residential, I Family 320 608 1.1 165fl00 1.0 6258-04-535329 210 Residential, I Family 320 608 1.1 185,000 1.0 6258-04-534311 210 Residential., 1 Family 320 608 1.1 HOMO 1.0 6258-04-560295 210 Residential, 1 Family 320 608 195,000 1.0 6258-04-550247 210 Residential, 1 Family 320 608 208,600 1.0 6258-04-526233 210 Residential, 1 Family 320 608 205fl00 1.0 6258-04-505222 210 Residential, 1 Family 320 608 1901fl00 1.0 6258-04-520292 210 Residential, I Family 320 608 185,700 1.0 6258-04-514269 210 Residential, I Family 320 608 190,000 1.0 6258-04-621394 311 Vacant, Residential 320 608 4730700 0.8 6258-04-625359 311 Vacant, Residential 320 608 35,900 0.8 6258-04-631343 311 Vacant, Residential 320 608 37,300 0.8 6258-04-641328 311 Vacant, Residential 320 608 36N4 0.8 6258-03496205 210 Residential, 1 Family 320 608 192,000 1.0 6258-04-607303 210 Residential, 1 Family 320 608 2.6 175;000 1.1 6258-04-606291 210 Residential,, I Family 320 608 2.5 152fl00 1.0 6258-04-609279 '210 Residential, 1 Family 320 608 2.1 165,004 1.0 6258-04-609269 210 Residential 1 Family 320 608 1.7 150,000 1.0 6258-04-610260 210 Residential, 1 Family 320 608 1.7 152,700 1.0 6258-04-611252 210 Residential, I Family 320 608 1.9 174,004 1.0 6258-04-608241 210 Residential, 1 Family 320 608 2.1 140.1000 1.0 -32- . . . . . . . . . . . . . . . . ......... .......... ............. ........... . . . . . . . . . ........... . . . . . . . . . . . ............ ..................... . ........... ............ . AN NEU ................ .......... . ............. ... ....... ................. ........... .............. ........... ................. ............. ............ ........ -- ---- . ....... 6258-04-610229 210 Residential, I Family 320 608 1.9 178,000 1.0 6258-04-611216 210 Residential, identiaL 1 Family 320 608 1.9 1503,000 1.0 6258-04-610204 210 Residential, 1 Family 320 608 1.5 155,000 1.0 6258-04-612191 210 Residential, 1 Family 320 608 1.2 1551,000 1.0 6258-04-613176 210 Residential, 1 Family 320 608 1.3 158,700 1.0 6258-04-609160 210 Residential, 1 Family 320 608 1.4 150,000 1.0 6258-04-608147 210 Residential, I Family 320 608 1.3 150,000 1.0 6258-04-608134 210 Residential, 1 Family 320 608 1.3 1652000 1.0 6259-04-609122 210 Residential, 1 Family 320 608 1.4 1552000 1.0 6258-04-610110 210 Residential, I Family 320 608 1.4 155,000 1.0 6258-04-612096 210 Residential, I Family 320 608 1.5 155,000 1.0 6258-04-612084 21.0 Residential, I Family 320 608 1.5 157,000 1.0 6258-04-668098 210 Residential, 1 Family 320 608 1.5 155,000 1.0 6258-04-671111 210 Residential, 1 Family 320 608 2.1 1603,000 1.0 6258-04-669123 210 Residential, 1 Family 320 608 1.9 155,000 1.0 6258-04-665136 210 Residential, 1 Family 320 608 1.8 1553,000 1.0 6258-04-661147 210 Residential, 1 Family 320 608 1.6 156,3000 1.0 6258-04-658160 210 Residential, I F - 320 608 1.4 160,000 1.0 6258-04-655171 210 Residential, 1 Family 320 608 1.2 150,000 1.0 6258-04-660194 210 Residential, 1 Family 320 608 1.3 1591?000 1.0 6258-04-661196 210 Residential, 1 Family 320 608 1.1 159:,000 1.0 6258-04-665207 210 Residential, 1 Family 320 608 1.1 153.,100 1.0 6258-04-668220 210 Residential, 1 Family 320 608 1.1 155,000 ..1.0 6258-04-672231 210 Residential, I Fancily 320 608 1.2 1.50,000 1.0 6258-04-679243 210 Residential, 1 Family 320 608 1.3 1651,000 1.0 6258-04-681255, 210 Residential, 1 Family 320 608 1.4 155;,000 1.0 6258-04-684271 210 Residential, 1 Family 320 608 1.4' 157,700 1.0 6258-04-682279 210 Residential, 1 Family 320 608 1.5 155,000 1.0 6258-04-680294 210 Residential, 1 Family 320 608 1.5 155,000 1.0 6258-04-677307 210 Residential, I Family 320 608 1.5 155,000 1.0 6258-04-675319 210 Residential, 1 Family 320 608 1.2 155,000 1.0 6258-04-683336 210 Residential, 1 Family 320 608 0.4 125,000 1.0 6258-04-723319 210 Residential, I Family 320 608 1.3 116,500 1.0 6258-04-713335 210 Residential, 1 Family 320 608 0.9 1182000 1.0 6258-04-705347 210 Residential, I Family 320 608 1.1 1251>000 1.0 6258-04-697361 210 Residential, 1 Family 320 608 0.7 161,000 1.0 6258-04-691374 210 Residential, 1 Family 320 608 0.9 142,300 1.0 6258-04-670399 210 Residential, 1 Family 320 608 0.6 752,000 1.0 6258-04-665410 210 Residential, I Family 320 608 0.5 100,500 1.0 6258-04-659421 210 Residential, I Family 320 608 0.5 1061,000 1.0 6258-04-653432 210 Residential, I Family 320 608 0.5 90,500 1.0 6258-04-668440 210 Residential, I Family 320 608 0.6 104,000 1.0 6258-04-675429 210 Residential, 1 Family .320 608 0.5 120,500 1.0 6258-04-681417 210 Residential, 1 Family 320 608 0.8 1183200 1.0 6258-04-644449 210 Residential, 1 Family 320 608 0.6 1021,000 1.0 6258-04-662456 210 Residential, 1 Family 320 608 0.6 95,500 1.0 6258-04-685458 x210 Residential, 1 Family 320 608 0.7 112,500 1.0 6258-04-691445 210 Residential, 1 Family 320 608 0.5 94,000 1.0 6258-04-697435 210 Residential, I Family 320 608 0.5 107,000 1.0 6258-04-703424 210 Residential, 1 Family 320 608 0.5 104,500 1.0 TOTALS FOR AREA 6 (101 LOTS) 32,000 60,804 wrwrr $13,91359.220 100.2 -Note.- See Section 18.0 for Benefit Unit Calculations -33 - TABLE 5B: AREA 6: MISCELLANEOUS EAST SUBAREA .. .......... I'-- ...... ::::........... ..... ................... ......... . .......... ..... .. ... .. ............. .. ..... =: TZ. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . * * , * . . . . . . . . . . . . . . . . . . . . . P` A.R.- - X-4-............. ....... . • .•::::.'r1'r:'rLr1:1%4:4ti•�,•,:•:: RS.::•..{ :1: .51tyV S•:.1SLYr.:.•. 1i1S•i1:S•1• r�.'•:. : {•.:•{. '•{.1{.1''.:Srtt Y:SY•:.:•'t......:=S 4t4': •.:: S:•S:{S •R: ::'.:S••:t.::::v'•. t}L•-•..4�V.L•.{S.SS:SL•:LL•:: 5:. {::':r:r4S:.SSS.'L:.•:1. {t:..r1S.L•4:S•}S...RL15`1SL•1SL.5'.:•{..1LVL••..4SVSr•irS•S•:::4•S%%. :.•{•VV:4 11LSYr4Y11.Sti•`• .:'Y•L1.•:-{SL'1:.ti5:S':••:{':..1.S4:1•1••:•ti'. S:L•.:SS.:4V:.i.•:. �:• :11 i1L1.'Y:%S4R4 i'i••..t::S'S.1L{:••:•.•'4..:•4.•S4:4S•:•4Lt:4:4.:8S•'.SS'�.•.%•V1V{.r:•:{L.4•.• 1:V.:::yt.:1%}1• :1 }1: R}1:1:V•: ::•L{ ... ... ::.... .'.1... . ••..:1:'V.L:t'.41SL 51:•..:.S1•tS45t...VW1sS14y:1Sti1S1:1' .5111111S1:5V:.4:: ': S{ 5.• •:..�1.1{1•}1•:. V . SV':rr''•:••- 4..:{{•.rs••:} tL:1. •11:1�..VS.5:1SL4'. { ::'•.: {41...•L�..L :'r:.•:::.. V}•'••. :V:L:Y'. t%S•S4•':. .• ::• t{.r••tiS:SS.::S{L1:14iV••::::titL:::rti•1R•:....4%1S1L.. .':: RLl:SR4:.M L• :•L.: 1••: 1S�1` :.• {•.:{.S:SvL:.;..:.;:' �..:{.v...: :151�:4Y:. St iS.1'i1V1•S4:•L'V::.•4••..r :S:{: ;:.%ti�b.�::=::•::...... . S .SLC . ..L .LSCS .1 ... ..tt1ti :1 . T :••:ti :•::•::•:{� •-••� .L .. ;:{ :;::.$ :} :}:.::•.ti :'.tip =:�� � ='% ::{ : � .t •.•:{ ::;:;:;:• :......:: •: r::::• •.• .1 . ♦ .SSS'. ::L•:.44•:.:4::.. • ... • . • :•: • ..1':L{L : • .44::4•:.• '.:'.:'. .11•:• :.5111 :.L'.11•:::• :•:S` ..SL LC'.:4V:.::• .tt•: • All Angels -- Mains & Appurtenances 1 11700 L.F. $ 225/LF $ 382,7500 • Sherwood Heights - Mains & Appurtenances 11000 L.F. $ 2001LF $ 204,000 • Robin Lane — Mains & Appurtenances 22500 L.F. $ 200/LF $ 500,000 • Evergreen -- Mains & Appurtenances 800 L.F. $ 2001LF $ 160,000 • Old Myers Corners — Mains & Appurtenances 22400 L.F. $ 200/LF $ 4$0,000 • Dent Road — Mains & Appurtenances 600 L.F. $ 2001LF pp $ 120,000 1 000 • Myers Corners Road -- Mains & A urtenances L.F. $ 225/LF Y pp $ 2251000 1 400 L.F. � 150ALF1501000 • Robin Evergreen $ 1L to a green Easement $ 2,300 L.F. $ 150/LF • Robin Laneear Easement $ 345,000 13.13 00 L.F. TOTA.L LEN�•TH OF PIPE 1 EACH $100,4001EA • Pump Station & Generator $ 100,000 • SUBTOTAL $ 2, 662, 500 + 10% CONTINGENCIES $ 266, 504 CONSTRUCTION COST $ 2,929,044 • + Design (9°f°) $ 263, 610 • + Inspection (8%) $ 234,320 • + Legal (4%) $ 117,160 • +Miscellaneous (3.5%)$ 102, 515 • + Permit Process (0.5%) $ 14, 645 • TOTAL PROJECT COST -- AREA 6: MISCELLANEOUS EAST SUBAREA $ 3,561,254 Note: All costs are based on April 2003 Prices -34- S, 0 OPTIONAL AREA 7: MISCELLANEOUS WEST SUBAREA: PROPOSED SER TITLE AREA P VERS: Optional Area 7 consists of the following proposed users. The limits of Area 7 are detailed on Figure 7 herein. > Curry Road ➢ A portion of old Post Road. Also included under Area 7 (though not shown on Figure 'n would be connection of the Outback Restaurant parcel (Tax Grid No. 6158-04-623038). Said lot will be connected to the Wappinger Plaza, pump station to be installed under Contract 3A-5. Optional Area 7 consists of approXimately 19 lots, comprising a total of 32.3 Benefit Units. Benefit Unit Calculations are included under Section 18.0 herein. It is estimated that Area 7 will contribute an average day flow of 12,000± gallons, and a peak day flow of 22,000-+ gallons. This land use and flow data is detailed under Table 7A herein. A proposed preliminary sewer main layout indicates that this area will require approximately 1,900± linear feet of sanitary mains, including all appurtenances. A preliminary cost estimate to construct sewage disposal facilities for this subarea is detailed under Table 7B herein. Total Project Costs for this subarea are estimated to be $487,500. Annual Costs Per Benefit Unit are detailed under Section 18.0 herein. -35- TABLE 7A: AREA 7: MISCELLANEOUS WEST SUBAREA .......... ........ .... .......................' W - " - ......... .::. : :.A=' ..:= ........... ........... . .......... .... . ............... ......... ................ .. . ......... �-* E ..... I I W-0 ............ . .......... ... ..... ............. .... . - ----- ................ . ..... ........ .... ..... ... ........ ................ E ..: K w �-. 1. - 0.". --� . .... .. .. . .... ..................... ..... ....... .... ........ V ........................ ............... ................ A: ...... ............ .. IX . ......................... . ................... ... . .............. ... ................ ........ . ........ ----------- 6157-01-478650 210 Residential, 1 Family 320 608 3.0 76,500 1.2 6157-01-460625 210 Residential, 1 Family 320 608 0.3 55,000 1.0 6157-01-475622 210 Residential, 1 Family 320 608 0.4 50,000 1.0 6157-01-494622 210 Residential, 1 Family 320 608 0.7 123,000 1.0 6157-02-552790 210 Residential., I Family 320 608 3.3 97,500 1.3 6157-02-570801 311 Vacant Residential 320 608 0.1 1,500 0.8 6157-02-560769 210 Residential, 1 Family 320 608 03 99,100 1.0 6157-02-543765 210 Residential, 1 Family 320 608 0.6 71,7000 1.0 6157-02-527745 210 Residential, 1 Family 320 608 4.1 67,500 1.4. 6157-02-555747 210 Residential, 1 Family 320 608 1.0 105,000 1.0 6157-02-525730 811 Electric 0 0 -01-0 244,000 2.6 6157-02-506649 210 Residential,, 1 Family 320 608 0.8 72,000 1.0 6157-02-515620 210 Residential, 1 Family 320 608 0.8 110,000 1.0 6157-02-553618 433 Auto/Small Retail 300 570 2.2 194,000 2.1 6157-02-506583 210 Residential, I Family 320 608 1.9 100,000 1.0 6157-02-542585 421 La Fonda Del Sol Rest. 2500 4750 6.5 310,000 3.3 6157-02-531644 311 Vacant Residential 320 608 0.5 23,500 0.8 6157-02-549644 110 Residential, 1 Family 320 608 1.0 153.7000 1.0 6158-04-623038 421 Outback Restaurant 3500 6650 --- 830,000 8.8 TOTALS FOR AREA 7 (19 LOTS) 11,420 21,698 $2?7829600 32.3 Note: See Section 18.0 for Benefit Unit Calculations -37- TABLE 7B: AREA 7: MISCELLANEOUS WEST SUBAREA ......... _________ •r:. '.1 rL` :.SL• :•.t•.LS'. •LL•:S{ : • L•................ . . {{L .15.1:.. .•.. 111 :::: � . � ::::: • _ _ ___ _ __ _ _ _ _ __ •.L•.S:L•. _ __ •.SL •.S•. .1 . .L L. •LS . .:4•: • L• .1.. •.{V{:•:i :•�•:• LL 1:•.LL'. •.S'. 111•.S'.St{SSL .Y: •.: � C { ::. ..... ..... . :•l:• `:':'� :•:•' .. ... :ALL: . • Curry Road — Mains & Appurtenances 900 L.F. $ 200/LF $ 180,000 • Old State Road -- Mains & Appurtenances 500 L.F. $ 200 LF $ 100,000 • Cujjy, Road —Existing Manhole/Easement 500 L.F. $ 150/LF $ 752000 TOTAL LENGTH OF PIPE 17900 L.F. • SUBTOTAL $ 3 5 5, 00o + 10% CONTINGENCIES $ 357000 CONSTRUCTION COST $ 390,000 • + Design (9%) $ 352100 • + Inspection ($%) $ 312000 r + Legal (4%) $ 15, 600 • + Miscellaneous (3.5%) $ 132650 • + Permit Process 0.5% $ 12950 • TOTAL PROJECT COST — AREA 7: MISCELLANEOUS FEST SUBAREA $ 487,500 Note: All costs are based on April 2003 Prices - 3 8 - 9.0 OPTIONAL AREA S: LOOKOUT POINT SUBAREA: PROPOSED SERUCE AREA P • Optional Area 8 consists of the following proposed users. The limits of Area 8 are detailed on Figure 8 herein. A portion of MacFarlane Road > A portion of old Hopewell Road > A portion of Michael Drive > A portion of Peter Drive Optional Area 8 *consists of approximately 28 lots, comprising a total of 35.9 Benefit Units. Benefit Unit calculations are included under Section 18.0 herein. It is estimated that Area 8 will contribute an average day flow of 14,000 gallons, and a peak day flow of 18,000± gallons. This land use and flow data is detailed under Table 8A herein. Benefit Unit Calculations are included under Section 18.0 herein. A proposed preliminary sewer main layout indicates that this area will require approximately 3,600-+ Linear feet of sanitary mains, including all appurtenances, as well as a sewage pump station and a short length of force main. A preliminary cost estimate to construct sewage disposal facilities for this subarea is detailed under Table 8B herein. Total Project Costs for this subarea are estimated to be $1,145,000. Annual Costs Per Benefit Unit are detailed under Section 18.0 herein. -39- ■ •to r y" Was kk ` 0 OJLD PROPOSE PUMP STA a , C FARLP- PREPARED BY: PAGG1, MARTIN & DEL BENE, LLP, CONSULTING ENGINEERS AND LAND SURVEYOR 56 MAIN STREET POUGHKEEPSIE, NEW YORK 12601 FIGURE 8.m LOOKOUT POINT SUBAREA PAGE: I SCALE: I DATE: 40 1 1 wr ; 400r 5/10/03 TABLE 8A: AREA 8: LOOKOUT POINT SUBAREA .... ....... ..... ... .. ............ ....... ..... . . .... I I I'v ......... .......... X. X. .... ............. ....... xx glt. Xxx. ..... ....... .... .......... . .. .. . ....... ............... ............ W -M ............... ..... .. ...... .......... .... . ........... .......... ........... ......... ........ ....... 6157-02-996521 311 Vacant Residential 320 608 28.5 105N0 6.1 6157-04-950458 230 Residential, 3 Family 960 1824 2.1 13 0, 000 3.0 6157-04-968456 210 Residential, I Family 320 608 1.2 100,000 1.0 6157-04-983454 210 Residential., 1 Family 320 608 1.8 113,000 1.0 6157-04-970424 210 Residential, 1 Family 320 608 1.9 117,500 1.0 6157-04-970409 210 Residential,, I Family 320 608 1.9 187,500 -1.0 6157-04-964393 210 Residential,, 1 Family 320 608 1.0 98,000 1.0 6157-04-988372 210 Residential, I Family 320 608 8.3 942000 2.3 6157-04-952377 210 Residential, I Family 320 608 1.3 101,500 1.0 6157-04-932370 2110 Residential, I Family 320 608 3.2 124,000 1.2 6157-04-959330 210 Residential, 1 Family 320 608 1.5 173,200 1.0 6157-04-947320 210 Residential, 1 Family 320 608 1.4 185.7000 1.0 6157-04-941297 311 Vacant Residential 320 608 1.3 53,000 0.8 6157-04-948272 311 Vacant Residential 320 608 2.3 177,000 0.9 6157-04-972292 210 Residential, I Family 320 608 1.1 164,000 1.0 6157-04-983275 210 Residential,, 1 Family 320 608 1.0 225,000 1.0 6157-04-970261 311 Vacant Residential 320 608 1.4 53P0 0.8 6157-04-955238 210 Residential, 1 Family 320 608 1.5 130,7000 1.0 6157-04-963227 210 Residential,, 1 Family 320 608 1.7 53,000 1.0 6157-04-972219 210 Residential, 1 Family 320 608 1.0 2403000 1.0 6157-04-985202 34 Vacant Residential 320 608 0.9 53,000 0.8 6157-04-996252 34 Vacant Residential 320 608 0.9 58,400 0.8 6257-03-002230 210 Residential, 1 Family 320 608 1.0 240'P0 1.0 6257-03-008219 210 Residential, I Family 320, 608 1.1 300,000 1.0 6257-03-001206 210 Residential, 1 Family 320 608 1.0 275,000 1.0 6257-03-013186 210 Residential, 1 Family 320 608 2.8 105.7000 1.2 6257-03-001433 210 Residential, 1 Family 320 608 2.1 122,000 1.0 6257-03-015435 210 Residential, I Family 320 608 2.0 1173000 1.0 TOTALS FOR AREA 8 (28 LOTS) 9)600 18,240 $37894,100 35.9 Note: See Section 18.0 for Benefit Unit Calculations. -41- TABLE 8B: AREA 8: LOOKOUT POINT SUBAREA :: •.tiff': :•:•. •:•:':• •:L•: _ 11L•.LSS1S•.t1S•.: .t•.1 ::. ' •• :::.:.:::::: :•::::::::::::::. .•:�L•:• ::S :.......... •:S {L : :�' :Sti •:SL : :S : •:�•.............. LL•: :�:�':•: _ _ _ _ _ _ _ _ _ _ ........ .... ::L: ........ .. :tt1• 1•:•:S':.::L� ':ti• ''Sti' '. SL1t11•:: � :.LLSISS ]�/.: iti . .L t{ •tiY•. � .ti:V:LL•:' :'i :•:e'rti'::•:{':': :': :•:•::•:': :':':{{V:S :ti :•: :•:•: :S•:titi':'::{ 1L•. •.S': ssti :iti{ tis �:tis•.::titi {:: s L ; '={ • L• t •.LL Lt• t1 S1 .....•::::• ..St... .L ...1111 .Y . =::: •::•::•:•:•: :• =:•: • MacFarlane Road — Mains & Appurtenances 900 L.F. $ 200/LF $ 1802000 Old Hopewell Road - Mains & Appurtenances 700 L.F. $ 225/LF $ 157,500 • Peter Drive --- Mains & Appurtenances 500 L.F. $ 200/LF $ 100.000 • Peter to Michael Easement 500 L.F. $ 1501LF $ '75,000 Michael to MacFarlane Easement 1,000 L.F. $ 150/LF $ 1502004 TOTAL NG OF PIPE • Pump Station & Generator 1 EACH $100, 0001EA $ 100, 000 • Force Main old Hopewell Road to Losee 400 L.F. $ 1751LF $ 70,000 • SUBTOTAL $ 8321500 + 10% CONTINGENCIES $ 833500 CONSTRUCTION COST $ 916X0' • + Design (9%) $ 82,440 • + Inspection (8%) $ 732280 + Legal (4%) $ 36,7640 • + Miscellaneous (3.5%) $ 32,060 • +Permit Process (0.5%) $ 4,580 • TOTAL PROTECT COST ---- AREA 8: LOOKOUT POINT SUBAREA. $ 191459004 Nate: All costs are based on April 2003 Prices 42 - 10.0 OPTIONAL -AREA 9: MED -POINT PARK SUBAREA: .PROPOSED SERTIYCE AREA P ETERS: Optional Area 9 consists of the following proposed users. The limits of Area 9 are detailed on Figure 9 herein. • Joel Place ■ Dorett Drive • Gabriella Road • Sabra Lane • Martin Drive • Maurice Drive • A portion of Top O'Hill Road Optional Area 9 consists of approximately 166 lots, comprising a total of 165.5 Benefit Units. Benefit Unit calculations are included under Section 18.0 herein. It is estimated that Area 9 will contribute an average day flow of 53,000± gallons, and a peak day flow of 101,000-+ gallons. This land use and flow data is detailed under Table 9A herein. A proposed preliminary sewer main layout indicated that this area will require approximately 5001 linear feet of sanitary mains, including all appurtenances, as well as a sewage pump station and approximately 2,100± linear feet of force main. Also, included under this subarea would be the abandonment of the existing Mid Point Park sewage treatment plant. A preliminary cost estimate to construct sewage disposal facilities for this subarea is detailed under Table 9B herein. Total Project Costs for this subarea are estimated to be $921,250. Annual Costs Per Benefit Unit are detailed under Section. 18.0 herein. -43- ORT ........... o .. ........ ...... ... ..... . . . . . . . . . . . . q . . . . . . . . . . . . . . . . . . . . o 1 1.7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . ..... ........... .... ........ isi. :`'_- 7-ok . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .: ti lo 10 A G O 0 G � P O G F f� O �o o� :.:;::�.:, •::: � AVO PREPARED BY: PAGGI, MARTIN & DEL BENE, I.I.P. ;ONSULTING ENGINEERS AND LAND SURVEYORS 56 MAIN STREET PCUGHKEEPSIE, NEW YORK 12601 FIGURE 9: MID POINT PARK SUBAREA PAGE; I SCALE: I DATE: 44 11 11 400'1 5/10103 TABLE 9A: AREA 9. MID POINT PARK SUBAREA LAND USE, FLOW & BENEFIT UNIT DATA . .. . . .. ...... .. . . --------- --- --- ------------- - - . . ......... ...... ......................... ..... ........ ........ . . 'KNe'. ....... ......... . . . . ............. . ......... .. .... ..... ... ........ .............. . ............................. ........ .. . .............. . .......... .. ..... -- - ---- ... . ............ ......... .... .. .... ... . . ........ IN. ... . ..... ....... ........ ... ....... ............. .. .......... A: 6258-02-853996 210 Residential, I Family 320 608 .46 117,500 1.0 6258-02-844995 210 Residential, 1 Family 320 608 .47 114,000 1.0 6258-02-833995 210 Residential, 1 Family 320 608 .58 107,000 1.0 6258-02-823992 210 Residential, 1 Family 320 608 .52 102N0 1.0 6258-02-812988 210 Residential, 1 Family 320 608 .76 10910000 1.0 6258-02-807968 210 Residential, I Family 320 608 1.1 127,000 1.0 6258-02-823963 210 • Residential,, 1 Family 320 608 .7 120,000 1.0 6258-02-834970 210 Residential, 1 Family 320 608 .49 109,540 1.0 6258-02-848976 210 Residential, 1 Family 320 608 .53 106,7000 1.0 6258-02-851966 210 Residential, I Family 320 608 .49 105,500 1.0 6258-02-856955. 210 Residential, 1 Family 320 608 .5 108,000 1.0 6258-02-861944 210 1 1 Family Residential, 320 608 .49 117500 3 1.0 6258-02-866936 210 Residential, 1 Family 320 608 .47 109N0 .1.0. 6258-02-871927 210 Residential, I Family 320 608 .46 109,2500 1.0 6258-02-876917 210 Residential,, 1 Family 320 608 .46 1077500 1.0 6258-02-880907 210 Residential, 1 Family 320 608 46 131,504 1.0 6258-02-886898 210 Residential,, 1 Family 320 608 .49 1151p000 1.0 6258-02-893889 210 Residential,, 1 Family 320 608 .59 117,400 1.0 6258-02-878882 210 Residential, 1 Family 320 608 .54 114,500 1.0 6258-02-852894 210 Sewage Treatment 150 285 4.3 35:0650 0.4 6258-02-833937 210 Water Supply 150 285 3.4 49:900 0.5 6258-02-863864 210 Residential, 1 Family 320 608 .49 126:0000 1.0 6258-02-86855 210 Residential, 1 Family 320 608 .49 97,504 1.0 6258-02-872845 210 Residential, 1 Family 320 608 .51 114,500 1.0 6258-02-876835 210 Residential, I Family 320 608 .65 106,000 1.0 6258-02-885816 210 Residential, 1 Family 320 608 .96 125.7000 1.0 6258-02-899814 210 Residential, 1 Family 320 608 .92- 116.9500 1.0- 6258-02-913820 210 Residential, 1 Family 320. 608 .54 114,000 1.0 6258-02-922825 210 Residential, I Family 320 608 .49 123N0 1.0 6258-02-932830 210 Residential, 1 Family 320 608 .54 101,500 1.0 6258-02-941838 210 Residential, 1 Family 320 608 .64 106,000 1.0 6258-02-950845 210 Residential, I Family 320 608 .67 110,040 1.0 6258-02-954852 210 Residential, I Family 320 608 .58 106,004 1.0 6258-02-960859 210 Residential, 1 Family 320 608 .55 102,500 1.0 6258-02-968861 210 Residential, 1 Family 320 608 .56 113,000 1.0 6258-02-978861 210 Residential, I Family 320 608 .68 132,000 1.0 6258-02-989862 210 Residential, 1 Family 320 608 .71 121,500 1.0 6258-02-991900 210 Residential, 1 Family 320 608 .56 145,040 1.0 6258-02-982892 210 Residential,, 1 Family 320 608 .52 116,000 1.0 6258-02-974890 210 Residential, 1 Family 320 608 .46 106,500 1.0 6258-02-963888 210 Residential, 1 Family 320 608 .54 112ffl4 1.0 6258-02-9538.84 210 Residential, 1 Family 1 320 1 608 1 -51 t 110,3000 1 1.0 - 45 - ... . . . . . . . . . . . . ............... ............... ............. .......... T, X. LAND SSED B E' ...... u MIET .......... ................. ............... V, ............. X x DENG ON ... ..... ... . ............... . ............ ............ ................. ......... . ... .... . . ...... ....... . ... .......... ............ OEM 6258-02-943879 210 Residential, I Family 320 608 .51 120,040 1.0 6258-02-934872 210 Residential,, 1 Family 320 608 .52 112,400 1.0 6258-02-927863 210 Residential,, I Family 320 608 .47 117,400 1.0 6258-02-921856 210 Residential, 1 Family 320 608 .48 115,000 1.0 6258-02-914849 210 ResidentiA 1 Family 320 608 .57 108,000 1.0 6258-02-902840 210 Residential, I Family 320 608 .46 110,000 1.0 6258-02-896851 210 Residential, 1 Family 320 608 .46 112,000 1.0 6258-02-891862 210 Residential, 1 Family 320 608 .52 107N0 1.0 6258-02-903868 210 Residential,, 1 Family 320 608 .51 104"N0 1.0 6258-02-910875 210 Residential, I Family 320 608 .48 105,500 1.0 6258-02-917883 210 Residential, 1 Family 320 608 .46 118,500 1.0 6258-02-923891 210 Residential., 1 Family 320 608 .45 104,504 1.0 6258-02-931897 210 Residential, I Family 320 608 .45 114,000 1.0 6258-02-940902 210 Residential, 1 Family 320 608 .46 118,000 1.0 6258-02-949906 210 Residential; I Family 320 608 .46 1017500 1.0 6258-02-960908 210 Residential, 1 Family 320 608 .5 111,404 1.0 6258-02-970911 210 Residential, I Family 320 608 .51 102,500 1.0' 6258-02-981916 210 Residential, 1 Family 320 608 .54 116,500 1.0 6258-02-968932 210 Residential, 1 Family 320 608 .46 106,000 1.0 6258-02-963941 210 Residential,, 1 Family 320 608 .46 111:1000 1.0 6258-02-960951 210 Residential, 1 Family 320 608 -.46 110:0500 1.0 6258-02-955960 210 Residential., I Family 320 608 .46 116,400 1.0 6258-02-961969 210 Residential, 1 Family 320 608 .49 112,004 1.0 6258-02-950981 210 Residential, 1 Family 320 608 .49 101,500 1.0 6258-02-942999 210 Residential., 1 Family 320 608 .47 111,500 1.0 6258-02-937991 210 Residential, I Family 320 608 .46 103.7000 1.0 6258-02-930983 210 Residential, I Family 320 608 .46 119,600 1.0 6258-02-928974 210 Residential., 1 Family 320 608 .46 120v040 1.0 6258-02-930963 210 Residential, 1 Family 320 608 .46 107.1000 1.0 6258-02-935954 210 Residential, 1 Family 320 608 .46 112fl00 1.0 6258-02-938945 210 Residential, I Family 320 608 .46 128fl00 1.0' 6258-02-943936 210 Residential, I Family 320 608 .46 1142500 1.0 6258-02-948927 210 Residential, I -Family 320 608 .51 1112500 1.0 6258-02-925917 210 Residential, I Family 320 608 .46 111,040 1.0 6258-02-922926 210 Residential, I Family 320 608 .46 114,500 1.0 6258-02-918935 210 Residential, 1 Family 320 608 .46 1201p400 1.0 6258-02-913944 210 Residential, I Family 320 608 .46 119,500 1.0 6258-02-909953 210 Residential, I Family 320 608 .47 110, 400 1.0 6258-02-905963 210 Residential, 1 Family 320 608 .51 113fl00 1.0 6258-02-904974 210 Residential, 1 Family 320 608 .50 128fl04 1.0 6258-02-909988 210 Residential, I Family 320 608 .46 1101500 1.0 6258-02-898990 1 210 Residential, I FamilX 320 608 .48 108,500 1.0 -46- ............... .............. ....... ........... ... .................... ............... .............. .............. .............. . ........... N F ............. ......... ....... .............. X . ......... U VAL .9 UNT . .......... .......... .......... ................... .................. ............... .... 6258-02-888983 210 Residential, 1 Family 320 608 .48 108,000 1.0 6258-02-874982 210 Residential I Family 320 608 .55 116,000 1.0 6258-02-878972 210 Residential, 1 Family 320 608 .52 111x000 1.0 6258-02-883963 210 Residential, I Family 320 608 .55 110.500 1.0 6258-02-887954 210 Residential, 1 Family 320 608. .52 117,000 1.0 6258-02-891944 210 Residential, I Family 320 608 .49 112,500 1.0 6258-02-895935 210 Residential, 1 Family 320 608 045 108,000 1.0 6258-02-899924 210 Residential, I Family 320 608 .46 122,000 1.0 6258-02-903916 210 Residential, 1 Family 320 608 .46 109,500 1.0 6258-02-909907 210 Residential., 1 Family 320 608 .46 109,500 1.0 6258-02-995933 210 Residential, 1 Family 320 608 .46 147,000 1.0 6258-02-991941 210 Residential, 1 Family 320 608 .46 1111.9500 1.0 6258-02-986950 210 Residential, I Family 320 608 .46 116,000 1.0 6258-02-981960 210 Residential, I Family 320 608 .46 105,000 1.0 6258-02-978969 210 Residential, I Family 320 608 .46 110,500 1.0 6258-02-973978 210 Residential,, 1 Family 320 608 .46 111,000 1.0 6258-02-970987 210 Residential, 1 Family 320 608 .46 110,000 1.0, 6258-02-966999 210 Residential, 1 Family 320 608 .49 1353004 1.0 6258-02-988992 210 Residential, 1 Family 320 608 .46, 113,9500 1.0 6258-02-994984 210 1 1 Family Residential, 320 608 .46 124000 2 1.0 6258-02-997975 210 Residential, 1 Family 320 608 .49 128, 000 1.0 6358-01-001923 210 Residential,, 1 Family 320 608 .46 110,000 1.0 6358-01-005913 210 Residential, I Family 320 608 .45 125,000 1.0 6358-01-012904 210 1 1 Family Residential, 320 608 .60 103000 2 1.0 6358-01-014890 210 Residential, 1 Family 320 608 .77 108,000 1.0 6358-01-012878 210 Residential, I Family 320 608 .92 140,000 1.0 6358-01-000868 210 Residential, 1 Family 320 608 .70 140,000 1.0 6358-01-040883 210 Residential, 1 Family 320 608 .62 104floo 1.0 6358-01-037893 210 Residential, Family ' 320 608 .57 105,000 1.0 6358-01-034903 210 Residential, I Family 320 608 .48 120,000 1.0 6358-01-030912 210 Residential, 1 Family 320 608 .47 105:1000 1.0 6358-01-025920 210 Residential, 1 Family 320 608 .47 112:p000 1.0 6358-01-020929 210 Residential, I Family 320 608 .46 105fl00 1.0 6358-01-014938 210 Residential, I Family 320 608 .46 120,000 1.0 6358-01-010947 210 Residential,, I Family 320 608 .46 103,500 1.0 6358-01-005957 210 Residential,, I Family 320 608 .45 102.10000 1.0 6358-01-001967 210 Residential,, 1 Family 320 608 .47 119.4500 1.0 6358-01-013995 210 Residential, 1 Family 320 608 .48 109:500 1.0 6358-01-019986 210 Residential, I Family 320 608 .48 108,500 1.0 6358-01-027971 210 i Residential, 1 Family 320 608 .48 101,500 1.0 6358-01-031962 210 Residential, I Family 320 608 .49 104,500 1.0 6358-01-036953 210 Residential, I Family 320 608 .49 93,500 1.0 - 47 - . . . . . . . . . . No: .. . . . . . . ... . . . . . . . . . . . . . . . . .. . . . . . . . . . . . 4 . . . . . . . . . . . . ;.;:;i . . . . . . . . . . . . . . . TAX. 4 UA 'D SE .............. ...... . . . . . . . . . . . . . . . .......... ....... offi-M-M V ................ 4 .................... Pi MT 0 .. .. . ... ......... .................... ............... ..... ............. .......... ..... 4•- :A-:. .... ......... .... ........ X. .......... 6358-01-040944 210 Residential, I Family 320 608 .47 115,000 1.0 6358-01-046935 210 Residential., 1 Family 320 608 .46 107,0500 1.0 6358-01-050926 210 Residential, I Family 320 608 .47 113,000 1.0 6358-01-055917 210 Residential, 1 Family 320 608 .48 111,000 1.0 6358-01-060907 210 Residential, 1 Family 320 608 .50 112,000 1.0 6358-01-064898 210 Residential, 1 Family 320 608 .52 106,000 1.0 6259-04-860008 210 Residential, I Family 320 608 .6o 105,500 1.0 6259-04-870009 210 Residential,, 1 Family 320 608 .64 125,000 1.0 6259-04-880010 210 Residential, I Family 320 608 .51 114.1500 1.0 6259-04-894010 21-0 Residential, I Family 320 608 .49 92,000 1.0 6259-04-887022 210 Residential, 1 Family 320 -608 .46 98,000 1.0 6259-04-875025 210 Residential, 1 Family 320 608 .23 81,500 1.0 6259-04-865026 210 Residential, 1 Family 320 608 .46 84,500 1.0 6259-04-907028 411 Apartment 640 1216 1.0 136,000 2.0 6259-04-921040 311 Vacant Residential 320 608 1.0 27,500 0.8 6259-04-932052 210 Residential,, 1 Family 320 608 .46 116,000 1.0" 6259-04-939059 210 Residential, 1 Family 320 608 .46 107"P004 1.0 6259-04-947067 210 Residential, 1 Family 320 608 .48 95,500 1.0 6259-04-959055 210 Residential., 1 Family 320 608 .55 96,000 1.0 6259-04-951045 210 Residential,, I Family 320 608 .46 103.9500 1.0 6259-04-945038 210 Residential, 1 Family 320 608 .46 93,500 1.0 6259-04-939030 210 Residential, 1 Family 320 .608 .46 107,040 1.0 6259-04-932023 210 Residential, 1 Family 320 608 .46 147,004 1.0 6259-04-926015 210 Residential, I Family 320 608 .46 106,000 1.0 6259-04-918007 210 Residential., 1 Family 320 608 .56 108P0 1.0 6259-04-954009 210 Residential, I Family 320 608 .46 108,400 1.0 6259-04-961017 210 Residential, 1 Family 320 608 .46 108fl00 1.0 6259-04-967025 210 Residential., 1 Family 320 608 .46 104:0000 1.0 6259-04-972033 210 Residential, I Family 320 608 .46 96.7000 1.0 6259-04-979013 210 Residential,, 1 Family 320 608 .45 134,000 1.0, 6259-04-984003 210 Residential, 1 Family 320 608 .46 108.7000 1.0 6259-04-968089 210 Residential, I Family 320 608 1.0 96,200 1.0 6259-04-958080 210 Residential, 1 Family 320 608 .6 96,500 1.0 6259-04-972068 311 Vacant Residential 320 608 .57 10,000 0.8 6259-04-984055 210 Residential, 1 Family 320 608 1.0 100,000 1.0 6259-04-992041 210 Residential, I Family 320 608 53 96.5000 1.0 6259-04-995031 210 Residential, 1 Family 320 608 .5o 103:000 1.0 6259-04-999023 210 Residential, 1 Family 320 608 .52 95.4500 1.0 6359-03-004014 210 Residential, 1 Family 320 608 .51 100,000 1.0 6359-03-009005 210 Residential, 1 Family 320 608 .49 110200 1.0 TOTALS FOR AREA 9 (166 LOTS) 53 1001890 S-181,15872507100 i 165.5 Note: See Section 18.0 for Benefit Unit Calculations - 48 - TABLE 9B: AREA 9: MID POINT PARK SUBAREA --------------------- -- OJT....... ':....... ve.wl.%. ................ ............ . ----- - ..ARE ......................... N. .. xx . .. . . ....... ... . . ....... e . ........ ............. % .. ....... ....... . .. ... ...... % ..... .. .... ...... :x . •{: •:mow: •:iti •:tiff {��:{:{•: •:titi•: � �' :':Slit ':ti :•:S': r LL•:S': ':{S': .Sti•:tiff•: '.L•: � .OLS•: i :tiS•.t � :::�:•:•:•:�i:�:�:• :t: . .....4. ............ 4.•{•:' L.•'L:.4L:tiYLL?tff•{.:ti''.ff•':: { .�L'L:S•. •::{ti••S.:ti :LS{L': •.•'..•SS..Stit•L:ti:L•VS:L':.LOLLtiLw{LLL:titi�4:.S{L•:LSSS': :1:.L:•5{':.:.•LL�:..:{t6LS:�:trL•...:•••YSt:::'L•::.•':tiSLL•.6LO.:L4•LS.:•LL'•:i.tiS�:Lr:S••:::r:LO•.: :S tiL:Sti: :ti: •.'L:L:tititi.. {•.{L:L•:•S••SS:: ti •:'• ::L•':::{•:.SY: •:::•:...{1t:L'LLL:ti••:'.: t•tti•••ffL:..:•SL.••L:.SL:•L::::.':SE.{tiSLffSLSS{S•'.:•::•�:::.:{•::•S::S�.{...:.. •SLSL::ti:LSS:�L•S••::.'��Sti'.: ••SL:S•S:'SS:LLS:•'::L. �• :.�...•:•..::S ::L••:•...•:�L:L:; :•L::{•L: �•�L.:L.::L.:SL: L:: :.1•. Lam.•• ..L.. ff ti'tiff�•: ff .S.•. '::•...L.L .L.LL. tiSL:•:.tiL'.tLLSL:•tL:tit'. ff t••:.SL•'::4:•:• •A:ti•:•:tiSStitit•.YS':OS.':O•L:•}LSLtL'•:t:S•;•:•::•:•:?�::::••. .••::'.'.••::S::•S:: :Lti:::••':.:.:L:L:•::L•::•:••::::.••• S•::•:•:ti :••:.Stti•: • f ��r•�;• = ` � ti ' •:Sti SSS•:{•: Sti S •:S':•:S': •.ti•. •:S•: :'.'•: tiS•: .S UN. Top O'Hill Road Mains & Appurtenances 250 L.F. $ 200 LF $ 50,000 • Joel Place — Mains &.Appurtenances 250 L.F. $ 200/LF $ 50,000 TOTAL LENGTH OF PIPE 500 L.F. • Demolish STP Lump Sum $ 52,5001LS $ 52,500 • Pump Station & Generator 1 EA. $15020001FA $ 150,000 • Force Main to DeGarmo Gravity 2,100 L.F. $ 175/LS $ 367,504 • SUBTOTAL $ 6702000 + 10% CONTINGENCIES $ 671000 CONSTRUCTION COST $ 737,000 • + Design (9%) $ 662330 • + Inspection (8%) $ 55,960 • + Legal (4%) $ 292480 • + Miscellaneous (3.5%) $ 252795 +Permit Process (0.5%) $ 3,655 TOTAL PROJECT COST — AREA 9: MID POINT PARK SUBAREA S 9219250 Note: All costs are based on April 2003 Prices 11.0 OPTIONAL AREA 10: DEGARMO HILLS SUBAREA: PROPOSED SEP VICE AREA PT'ERS: Optional Area 10 consists of the following proposed users. The limits of Area 10 are detailed on Figure 10 herein. ■ DeGarmo Hills Road. • Schuele Drive Optional Area 10 consists of approximately 99 lots, comprising a total of 114.6 Benefit Units. Benefit Unit calculations are included under Section 18.0 herein. It is estimated that Area 10 will contribute an average day flow of 35,000± gallons, and a peak day flow of 67,000-+ gallons. This land use and flow data is detailed under Table 1 O herein. A proposed preli sewer main layout indicated that this area will require approximately 7,7504: linear feet of sanitary mains, including all appurtenances, as well as a sewage pump station and approximately 1,000± linear feet of force main. A preliminary cost estimate to construct sewage disposal facilities for this subarea is detailed under Table 10B herein. Total Project Costs for this subarea are estimated to be $2,4531,750. Annual Costs Per Benefit Unit are detailed under Section 18.0 herein. -50- ORT PREPARED BY: PAGG15 MARTIN & DEL BENE, LLP, :ONSULTING ENGINEERS AND LAND SURVEYORS 56 MAIN STREET PO UGH KEEPSIE, NEW YORK 12601 FIGURE 1 00 : DEGARMO HILLS SUBAREA PAGE; I SCALE: I DATE: 51 i,ww = 600' 1 5/10/03 TABLE 10A: AREA 10: DEGARMO HILLS SUBAREA LAND USE., FLOW & BENEFIT UNIT DATA . . . .... ... .......... .......... ...... .............. ... ....... ..... .... ........ ............. ........... ..... . .. .. ..... . .... ....... Y -X ......... x ...... ...... .......... X. ............ ................... ...... ...... . ....... .. .... ........... --- . ......... ..................................................... .... . u. ------------ U -T ........ ------- ...... ......... . ... ......... . ... :X KAt ... .. . ... . .............. ............ ...................... ............... ..................... . RAI .. ...................... .. .. .... ......... . x ...... .. ... ...... X.... Z .... N. ...... ...... 6258-02-704996 311 Vacant Residential 320 608 .2 1,000 0.8 6258-02-730992 210 Residential, I Family 320 608 1.22 98,500 1.0 6258-02-720960 210 Residential, I Family 320 608 11.44 205fl00 2.9 6258-02-743922 210 Residential,, I Family 320 608 .59 95fl00 1.0 6258-02-661827 311 Vacant Residential 320 608 33.41 26,500 0.8 6258-02-720848 210 Residential, I Family 320 608 6.58 MAO 1.9 6258-02-743904 210 Residential,, I Family 320 608 .54 I00,200 1.0 6258-02-745894 210 Residential, 1 Family 320 608 .55 99fl04 1.0 6258-02-746884 210 Residential, I Family 320 608 .54 87,500 1.0 6258-02-747872 210 Residential, 1 Family 320 608 .8 124,000 1.0 6258-02-747861 210 Residential, 1 Family 320 608 .56 110fl04 1.0 6258-02-747850 210 Residential, I Family 320 608 064 107,7000 1.0 6258-02-747839 210 Residential, I Family 320 608 .61 115:500 1.0 6258-02-747829 210 Residential, 1 Family 320 608 .58 96,000 Lo 6258-02-747818 210 Residential, I Family 320 608 .58 101,500 1.0' 6258-02-747808 210 Residential, 1 Family 320 608 58 1115000 1.0 6258-02-747798 210 Residential, I Family 320 608 .58. 110,500 1.0 6258-02-748788 210 Residential, 1 Family 320 608 .58 114:p000 1.0 6258-02-749777 210 Residential, I Family 320 608 .58 123,000 1.0 6258-02-749767 210 Residential, 1 Family 320 608 .63 105,400 1.0 6258-02-749757 210 Residential, 1 Family 320 608 .58 106,004 1.0 6258-02-750746, 210 Residential,, 1 Family 320 608 .53 93,044 1.0 6258-02-747737 210 Residential, 1 Family 320 608 .67 117,500 1.0 6258-02-744727 210 Residential, I Family 320 608 .58 109,500 1.0 6258-02-742716 210 Residential, I Family 320 608 .57 951500 1.0 6258-02-737707 210 Residential, 1 Family 320 608 .60 116,400 1.0 6258-02-734697 210 Residential, I Family 320 608 .57 115fl04 1.0 6258-02-729687 210 Residential, 1 Family 320 608 .83 115:0000 1.0 6258-02-716735 210 Residential, I Family 320 608 8.17 180,X0 2.2 6258-02-697684 210 Residential, 1 Family 320 608 1.89 132ffl0 1.0 6258-02-722666 210 Residential, I Family 320 608 .86 117,000 1.0 6258-02-715654 210 Residential, 1 Family 320 608 .87 110;P0009 1.0 6258-02-717643 210 Residential,, I Family 320 608 .32 94fl40 1.0 6258-02-716632 210 Residential, 1 Family 320 608 047 109,7500 1.0 6258-02-713622 210 Residential, I Family 320 608 .52 100,400 1.0 6258-02-712612 210 Residential, I Family 320 608 .61 93,500 1.0 6258-02-709600 210 Residential, I Family 320 608 1.08 101,500 1.0 6258-02-713578 210 Residential, 1 Family 320 608 .53 94,500 1.0 6258.02-702579 210 Residential, 1 Family 320 608 .62 110,000 1.0 6258.02-692580 210 Residential, 1 Family 320 608 .62 80,500 1.0 6258-02-680585 210 Residential, 1 Family 320 608 1.1 98,7500 1.0 6258-02-680635 210 Residential, I Family 320 608 7.4 237,500 2.1 -52- ..... . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 ................. . . . . . . "96N B . ... . -D .. ............ ... ............ . To-H'o--i S.. ......... 6 :06 6 'N. DI.E.6 R 30. -fP ..... 6 T ............. .......... :;2;: ......... o X -'V6. 6". UN . g ...... ..................... d ........ .. ...... ............. ........... X.: 6258-02-682584 210 Residential, 1 Family 320 608 1.0 961)000 1.0 6258-02-730572 432 Service Station (2 Toilets) 800 1520 .53 126,000 1.3 6258-02-759569 452 Shopping Center 2800* 5320 4.1 520,040 5.5 6258-02-743608 210 Residential., 1 Family 320 608 2.06 138,504 1.0 6258-02-743622 210 Vacant- Residential 320 608 o57 102:0500 1.0 6258-02-744633 210 Residential, 1 Family 320 608 .58 100,000 1.0 6258-02-745642 210 Residential,, I Family 320 608 .57 96:0000 1.0 6258-02-747651 210 Residential, 1 Family 320 608 .58 98,500 1.0 6258-02-750660 210 Residential, I Family 320 608 .54 103:0000 1.0 6258-02-754670 210 • Residential, 1 Family 320 608 .6 107,500 1.0 6258-02-759685 210 Residential, 1 Family 320 608 .63 105,500 1.0 6258-02-763695 210 Residential, I Family 320 608 .6 102,000 1.0 6258-02-767704 210 1 1 Family Residential,, 320 608 .57 97000 'I) 1.0 6258-02-771714 210 Residential, 1 Family 320 608 .66 111,000 1.0 6258-02-775725 210 Residential, 1 Family 320 608 .57 120,00o 1.0 6258-02-778737 210 Residential, 1 Family 320 608 .65 1 10,000 -1.01 6258-02-778749 210 Residential,, 1 Family 320 608 .71 108,500 1.0 6258-02-779760 210 Residential, 1 Family 320 608 .63 105P400 1.0 6258-02-778773 210 Residential,, 1 Family 320 608 .63 114,500 1.0 6258-02-778784 210 I I Family Residential, 320 608 .63 110500 5� 1.0 6258-02-778795 210 Residential, 1 Family 320 608 .63 104,2500 1.0 6258-02-777805 210 Residential, 1 Family 320 608 .63 101,500 1.0 6258-02-777816 210 Residential, 1 Family 320 608 .63 104:P444 1.0 6258-02-777827 210 Residential, 1 Family 320 608 .63 104,500 1.0 6258-02-77783.8 210 Residential,, 1 Family 320 608 .62 115.1#000 1.0 6258-02-777848 210 Residential, 1 Family 320 608 .64 102,500 1.0 6258-02-777859 210 Residential, 1 Family 320 608 .65 101,500 1.0 6258-02-777870 210 Residential, I Family 320 608 .71 94,000 1.0 6258-02-776881 210 Residential, I Family 320 608 .61 95,500 1.0 6258-02-805832 210 Residential, 1 Family 320 608 7.3 157,500 2.1 6258-02-809904 311 Vacant Residential 320 608 6.51 33floo 1.7 6258-02-775899 210 Residential,, 1 Family 320 608 .6 105.2500 1.0 6258-02-773909 210 Residential, I Family 320 608 .57 105P500 1.0 6258-02-771918 210 Residential, 1 Family 320 608 .83 114:0500 1.0 6258-02-768928 210 Residential, I Family 320 608 101,500 1.0 6258-02-847829 210 Residential, 1 Family 320 608 8.57 18N0 2.1 6258-02-781681 210 Residential, 1 Family 320 608 .8 1207000 1.0 6258-02-800676 210 Residential, 1 Family 320 608 .81 109,600 1.0 6258-02-792692 210 Residential, I Family 320 608 1.09 120,000 1.0 6258-02-804702 210 Residential, 1 Family 320 608 .83 129,000 1.0 6258-02-798715 210 Residential, 1 Family 320 608 .94 117,500 1.0 6258-02-805751 210 Residential, I Family 320 608 4.99 127P0 1o6 - 53 - . . . . . . . . . . . % .. . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................ No ...... SE N T X ..... SSE. ..... ....... _X o. ........ BEM WA AN: .............. -4.... 4.. 000.. o..- .......... ............. .... . ......... ........... ***,*4 . ........ . .......... o .. ...... o ..... . . . . . ...... M ....... Y: VoN 6258-02-860773 311 Vacant- Residential 320 608 6.85 36,500 1.8 6258-02-845705 210 Residential, 1 Family 320 608 2.3 121,000 1.1 6258-02-839680 210 Residential, I Family o 320 608 1.96 103,500 1.1 6258-02-830663 210 Residential, 1 Family 320 608 1.71 101,500 1.0 6258-02-819641 210 Residential,, 1 Family 320 608 1.43 118.9500 1.0 6258-02-799644 210 Residential, I Family 320 608 1.16 110,000 1.0 6258-02-786649 210 Residential, 1 Family 320 608 .81 110.9000 1.0 6258-02-776653 210 Residential, 1 Family 320 608 .68 106,500 1.0 6258-02-768651 210 Residential, I Family 320 608 .67 110,000 1.0 6258-02-787614 311 Vacant Residential 320 608 6.34 25'X0 1.7 6258-02-781586 311 Vacant Residential 320 608 1.1 5001 0.8 6258-02-722005 210 Residential,, 1 Family 320 608 1.27 32,000 1.0 6258-02-707016 210 Residential, 1 Family 320 608 2.31 94,500 1.1 6258-02-722045 210 Residential, I Family 320 608 1.9 110,000 1.0 6258-02-762010 280 Multiple Residences 640 1216 12.11 365'X0 2.0 TOTALS FOR AREA 10 (99 LOTS) 34,960 669424 $11J07t500 114.6 Note: See Section 18.0 for Benefit Unit Calculations This average day figure for the DeGarmo Plaza was obtained from Dutchess County Health D ep artment -54- TABLE IOB: .... ... . . ..............% AREA 10: ISE GARMO HILLS SUBAREA, ...... ....... .. ....... ...... ... ....... ........ ......... . . .... ..... . ..... ................. ......... ...... ..... ............ ........ .:: *.-................... ......... .......... .......... A.. ... .......... :01 ..............., .......... ...... ........ ...... .. ....... .. .......... . .. ...... ... .. .. .......... ... ........ . .......... . . . ...... -Xv {Efts. '.:•.• titi{•:{•: •':'L:•:':{{ :::::::ffs':.{. . : ...:':•:::::::::::::•:::::: : ... :•::: { ::{:• .fL'.• •.Y: •.L: � .:.. .:....L::...... {L• : :ts {S::•: :�:ti . �:tiCitititi {L :':':: { : � :':•':ti•::•:•:{ :• �: �ti•::':{ :': � : '.':tiff :• . .. .. .. .......... ............ . ...... . .• ........... .. ... . . ..... -*� ': .. •: ... ..'S... • DeGarmo Hills Road -- Mains & Appurtenances 42650 L.F. $ 2001LF $ 9301000 • Scheule Drive — Mains & Appurtenances 15P100 L.F. $ 2001LF $ 2202040 • Myers Corners Road — Mains & Appurtenances urtenances Y 800 L.F. $ 225/LF $ 180,000 • DeGarmo to Mid --Point Easement 600 L.F. $ 1501LF $ 90,000 • Scheule to DeGanno Easement 600 L.F. $ 150/LF $ 902400 TOTAL LENGTH OF PIPE 72750 L.F. • Pump Station and generator i n 1 EACH $10020001EA $ 100,000 • Force Main DeG`rarmo Plaza to Myers Corners 12000 L.F. $ 175/LF $ 1752000 Gravity • SUBTOTAL $ 1278511000 + 10% CONTINGENCIES $ 1751000 CONSTRUCTION COST $ 129632000 • + Design. (9%) $ 1762670 a + Inspection (8%) $ 157,040 • + Legal (4%) $ 78;520 • + Miscellaneous (3.5%) $ 65,705 + Permit Process (0.5%) $ 9.7815 • TOTAL PROJECT COST - AREA 10: DEGARMO HILLS SUBAREA $ 29453,750 Note: All costs are based on April 2003 Prices -55- 12.0 OPTIONAL AREA 11: HAM CROSSING SUBAREA: PROPOSED SER TACE AREA P TEPS: Optional Area 11 consists of the following proposed users. The limits of Area 11 are detailed on Figure 11 herein. • Lane Gate Road 0 Baker Court • Aster Hill Road • A portion of All Angels Fill Road. Optional Area 11 consists of approximately 34 lots, comprising a total of 46.8 Benefit Units. Benefit Unit calculations are included under Section 18.0 herein. It is estimated that Area 11 will contribute an average day flow of 14,000± gallons, and a peak day flow of 26,000=L gallons. This land use and flow data is detailed under Table 11A herein. A proposed preliminary sewer main layout indicated that this area will require approximately 5,800± Iinear feet of sanitary mains, including all appurtenances, as well as a sewage pump station and approximately 2,O0oJ= feet of force main. A preliminary cost estimate to construct sewage disposal facilities for this subarea is detailed under Table 1 IB herein. Total Project Costs for this subarea are estimated to be $1,625,000. Annual Costs Per Benefit Unit are detailed under Section 18.0 herein. -56- RT PROs PUNT STAT PREPARED BY: PAGGI, MARTIN & DEL BENE, LLP, :ONSULTING ENGINEERS AND LAND SURVEYORS 56 MAIN STREET POUGHKEEPSIE. NEW YORK 12601 FIGURE I 1: VffNDHAM CROSSING SUBAREA PAGE: I SCALE: I DATE: 571, R. = 400" 1 511 0/03 TABLE 11A: AREA 11: WYNDHAM CROSSING SUBAREA ............................. ....... .... .. .... .. ..................... ............................ ............... ..... . .............. X.. . ........ E...... . . . ........ .......... ... ...... .... . . . . . .. . . . . . . . .......... ................. .... . . ...... ......... .................. .... ...... ............... ................... ... ... . .. 6259-04-564100 210 Residential, 1 Family 320 608 8.45 235,000 2.3 6259-04-535059 210 Residential, I Family 320 608 1.75 210.000 1.0 6259-04-534005 210 Residential, 1 Family 320 608 1.0 66,040 1.0 6259-04-553047 210 Residential, I Family 320 608 132 189,400 1.0 6259-04-565027 210 Residential, I Family 320 608 1.67 185,000 1.0 6259-04-572011 210 Residential, 1 Family 320 608 1.44 213fl00 1.0 6259-04-641009 210 Residential, I Family 320 608 2.46 245,000 1.1 6259-04-630024 210 Residential, 1 Family 320 608 2.07 200,000 1.0 6259-04-597032 210 Residential., I Family 320 608 1.12 184,000 1.0 6259-04-611040 210 Residential, 1 Family 320 608 1.00 185,000 1.0 6259-04-624046 210 Residential,, I Family 320 608 1.14 194;000 1.0 6259-04-638062 210 Residential, 1 Family 320 608 2.05 193,0000 1.0 6259-04-617081 210 Residential,, 1 Family 320 608 1.56 171,000 1.0 6259-04-600073 210 Residential, 1 Family 320 608 .75 205,000 1.0 6259-04-591063 210 Residential, 1 Family 320 608 .78 194.7000 1.0 6259-04-579057 210 Residential,, 1 Family 320 608 .84 170,000 1.0 6259-04-556127 416 Mobile Home Park (10) 3000 5700 2.00 205,600 10.0 6259-04-609136 210 Residential, 1 Family 320 608 4.19 157,500 1.4 6258-02-534989 210 Residential, 1 Family 320 608 2.46 164,000 1.1 6258-02-564983 311 Vacant Residential 320 608 1.65 40,000 0.8 6258-02-577993 210 Residential, I Family 320 608 1.84 180fl00 1.0 6258-02-533940 210 Residential, I Family 320 608 1.67 106,004 1.0 6258-02-574962 210 Residential, I Family 320 608 1.23 165,000 1.0 6258-02-564947 210 Residential, I Family 320 608 1.46 175,000 1.0 6258-02-565933 210 Residential, 1 Family 320 608 1.49- 240:0000 1.0 6258-02-560915 210 Residential,, I Family 320 608 1.65 175,400 1.0 6258-02-573899 210 Residential, I Family 320 608 1.88 1653000 1.0 6258-02-594887 210 Residential, I Family 320 608 1.89 165N4 1.0 6258-02-610898 210 Residential, I Family 320 608 1.89 180,000 1.0 6258-02-619919 210 Residential,, I Family 320 608 2.99 225,000 1.2 6258-02-626936 210 Residential, I Family 320 608 3.33 170,000 1.3 6258-02-641955 210 Residential, 1 Family 320 608 3.78 170,400 1.4 6258-02-643970 210 Residential, I Family 320 608 4.62 200,000 1.5 6258-02-650991 210 Residential, I Family 320 608 5.72 190,000 1.7 TOTALS FOR AREA 11 (34 LOTS) 13,560 25,764 $671087100 46.8 Note: See Section 18.0 for Benefit Unit Calculations -58- TABLE 11B: AREA 11: WYN.. . . .............. ..... ..DHAM CROS SING SUBAREA ............... ...........:Ri. •� :;�� �FA `: A • S: .SS'. 44. .S•: .SY: r•.:•r' r.:'. .:.y ..�:•.moi :::•i :•i :•i :': i :.•: •:{':{•:•.S{ S {{•:{SSS•:S':Stir:{•:ri{•: •i4{{{L' • ............ ` •':ti•: :.•:{ :Y:4ti•:S':•:':ti{':e'.•: .4 •.�L.Y}:•• ;r .•: .'.': .•:: i :'::.`.':::.•: S•:44 .SS . V :S: • V :•:tiS .::::•.• :.S : •.tL•: SS :::::.:{S•r S :' .:SSSS � '.L S:: S rti :.SSL.; •.',:: •: :' •:: •::.• •.•.•.•: . •.Sr .4S'. S:S• •:•:LS•: ::{••:L•. '::•.S'.SLL• .:t4:S4• :.SSS'. :Sti:•:•::•: ` •::: '::•: •:�.� �::�'i '•`::: SSS•.:•::•:':. � :.S :SLS ::L ::S•i :•:.:Y '.:• tir '�'iL•:•:ti {{•:4•i S•: : ..:...1..44 •::•:L':ti•:6:•:':•.•':•:•:•:ti6•:•:' ':': :•.•:5:�:� L ;i••:•:i:: '••ti::; •y .. 4.,. ;;.,... • :SS•: .LS � • • 4•.: S ::•:•: • S :•:V:r :.S'.SSLS•:.• ::S:tSL � .:. • :.L'r.S:':S•:: ` •:'. •:{{Y.SSS•�•:5:;::::•: :•:•. :LS : ::SSS:•:;S': : :::t ::::• : r •:SLS{{S{': {ti•:': ':{':S•:': :Y:};y':::•.•::::...... :•:ti •:4ti4•: SL':SL :6V:V ' �' i:{ � ::• }i .`.::5'. � '.LS rTY�r•:::: : •:S•: L{ : ':{•: ............ .......LS : • S• SS i SY: :S•: . ...... :{': ......... . ........... .. . ... ................. ...... ...................... .......... ........ . • Lane rate Road - Mains & Appurtenances 250000 L.F. $ 200 LF $ 400,000 • Aster Hill Road — Mains & Appurtenances 3 o0 L.F. $ 2001LF $ 60.Po ■ Baker Court — Mains & Appurtenances 400 L.F. $ 200/LF $ 60,000 All Angels Hill Road — Mains & Appurtenances 12900 L.F. $ 225/LF $ 4272000 • Baker Court to Pump Station Easement 1,200 L.F. $ 150/LF $ 1501000 TOTAL LENGTH OF PIPE 5, S 00 L.F. • Pump Station & Generator 1 EACH $ 1002000 $ 1002000 • Force Main to All Ang elsBrook Place 2, 00O L.F. $ 175/LF $ 3502000 • SUBTOTAL $1)1811500 + 10% CONTINGENCIES $ 11 g, 5 0 0 CONSTRUCTION COST $ 1,3001000 • + Design (9%) $ 1172000 • + Inspection (S%) $ 104, 000 • + Legal (4%) $ 52,000 • + Miscellaneous (3.5%) $ 452500 • +Permit Process (0.5%) $ 6,500 ■ TOTAL PROJECT COSTS - AREA 11: NYNDHAM CROSSING SUBAREA $ 11625,000 Note: All costs are based on April 2003 Prices -59- 13.0 OPTIONAL AREA 12: BROTHERS ROAD SUBAREA: PROPOSED ,SER BICE AREA P T ERS: Optional Area 12 consists of the following proposed users. The limits of Area 12 are detailed on Figure 12 herein. • Brothers Road • Gold Road • Dose Road ■ Taryl Court • Montfort Woods Road • A portion of Myers Comers Road. Optional Area 12 consists of approximately 203 lots, comprising a total of 209.3 Benefit Units. Benefit Unit calculations are included under Section 18.0 herein. It is estimated that Area 12 will contribute an average day flow of 66,000-+ gallons, and a peak day flow of 125,000-+ gallons. This land use and flow data is detailed under Table 12A herein. A proposed preliminary sewer main layout indicated that this area will require approximately 21,100± linear feet of sanitary mains, including all appurtenances, as well as two (2) sewage pump stations and approximately 2,200-+ linear feet of force main. A prel' . cost estimate to construct sewage disposal facilities for this subarea is detailed under Table 12B herein. Total Project Costs for this subarea are estimated to be $6,345,000. Annual Costs Per Benefit Unit are detailed under Section 18.0 herein. W PROPOSED PUMP STATION PREPARED BAF: PAGGII MARTIN & DEL BENE, LLP, :ONSULTING ENGINEERS AND LAND SURVEYORS 56 MAIN STREET POUGHKEEPSIE, NEW YORK 12601 FIGURE 12: BROTHERS ROAD SUBAREA PAGE: I SCALE: I DATE; 61 11 vw = 600' 15/10/03 TABLE 12A: AREA 12: BROTHERS ROAD SUBAREA LAND USE, FLOW & BENEFIT UNIT DATA ........ . ..... ..... ... . . .... ........ ............. . w1.1.1.1.1.'.1..: ........ . ....... . .......... . . ...... ............. .............. .. .............. .............. ........... ............ .1-9. ......... ............... ..... ffi. .......... . ........ ....... ....... C . ........... ... ...... ... ..... MR. . .. .............. ............... :X .............. ... . ... .............. . ........... .... ....... ....... ... ... 6358-03-110447 210 Residential, I Family 320 608 1.00 94,000 1.0 6358-03-097439 210 Residential, 1 Family 320 608 1.20 11530000 1.0 6358-03-080435 210 Residential, 1 Family 320 608 .75 107,000 1.0 6358-03-107417 210 Residential, I Family 320 608 1.70 110N0 1.0 6358-03-115399 210 Residential, 1 Family 320 608 2.87 125,000 1.2 6358-03-117382 210 Residential, 1 Family 320 608 2.30 139,000 1.1 6358-03-105370 210 Residential, 1 Family 320 608 1.70 112,000 Lo 6358-03-100357 210 Residential, I Family 320 608 1.4 98,000 1.0 6358-03-090344 210 Residential, 1 Family 320 608 1.30 155,500 1.0 6358-03-083328 210 Residential I Family 320 608 1.48 135,000 1.0 6358-03-074315 210 Residential, 1 Family 320 608 1.00 120:0000 1.0 6358-03-067304 210 Residential, 1 Family 320 608 1.00 134,500 1.0 6358-03-056291 210 Residential, I Family 320 608 1.00 135:0500 1.0 6358-03-046281 210 Residential, I Family 320 608 .92 124,000 6358-03-036272 210 Residential, 1 Family 320 608 .79 126,2000 -1.0 1.0, 6358-03-029262 210 Residential, I Family 320 608 .73 98,500 1.0 6358-03-020250 210 Residential, 1 Family 320 608 .79 142,040 1.0 6358-03-010239 210 Residential, 1 Family 320 608 .67 110,500 1.0 6358-03-001228 210 Residential, 1 Family 320 608 .67 136,500 1.0 6358-03-004278 210 Residential, 1 Family 320 608 .87 136:0500 1.0 6358-03-010289 210 Residential, 1 Family 320 608 .83 971500 1.0 6358-03-018299 210 Residential, 1 Family 320 608 .81 138,000 1.0 6358-03-026307 210 Residential, 1 Family 320 608 .77 127,700 1.0 6358-03-040316 210 Residential,, 1 Family 320 608 .78 119:0000 1.0 6358-03-047332 210 Residential, 1 Family 320 608 .75 134,000 1.0 6358-03-033333 210 Residential, 1 Family 320 608 .71 115,000 1.0 6358-03-022337 210 Residential, 1 Family 320 608 .60 108,040 1.0 6358-03-011336 210 Residential, 1 Family 320 608 .51 112,500 1.0 6358-03-005323 210 Residential, 1 Family 320 608 *71 112,000 1.0 6358-03-012364 210 ResidentiA 1 Family 320 608 ..74 105,500 1.0 6358-03-026365 210 Residential, I Family 320 608 .82 112P500 Lo 6358-03-049365 210 Residential, I Family 320 608 .95 126.7500 1.0 6358-03-057353 210 Residential, 1 Family 320 608 .7.0 104,000 1.0 6358-03-059368 210 Residential, I Family 320 608 .84 137,500 1.0 6358-03-059384 210 Residential, 1 Family 320 -608 1.30 119,500 1.0 6358-03-062404 210 Residential, 1 Family 320 608 1.1 124p000 1.0 6358-03-062428 210 Residential, 1 Family 320 608 .79 115,000 1.0 6358-03-050419 210 Residential, I Family 320 608 .67 I10,500 1.0 6358-03-040407 210 ResidentiaL 1 Family 320 608 .92 112,500 1.0 6358-03-029400 210 Residential, 1 Family 320 608 1.02 99,000 1.0 6358-03-017394 210 Residential, I Family 320 608 1.02 135,400 1.0 6358-03-003388 210 Residential, I Family 1 320 1 608 1.03 130,000 2.1 -52- ............. ................ .... ............. . . . . . . . . . ............... X ............ 4 ............ X *MW.. N .............. .......... : IT 6 X: ......... I 'X. P4 ........... ...... . 6. 45E. ......... .4.:::: BE .......... .. ::•... ...... ......... . .............. ---------pp U. V TT 4 ------------- ................t ................. 64.6 .. 6 ** XY R M ----------------- u 06T.S., -'X.:;X;:;. ......... ....... 4.4 ............. 4 ... ...... .......... 4.. _4 ......... d -6-11 ..... . . . . .............. 4 ............... 4 .. 4 .4 .......... . ............... .. d 4 ........ ..... ..... 44... x.x. X:.. ..... ..... ... .......... .......... ....... ...... 6358-03-001427 210 Residential, I Family 320 608 .81 120,500 1.0 6358-03-012432 210 Residential, 1 Family 320 608 .78 135,000 1.0 6358-03-023436 210 Residential, I Family 320 608 .76 106,500 1.0 6358-03-034442 210 Residential, I Family 320 608 .75 95,000 1.0 6358-03-045447 210 Residential, 1 Family 320 608 .70 102,000 1.0 6358-03-056454 210 Residential, I Family 320 608 .67 107,000 1.0 6358-03-069459 210 Residential, 1 Family 320 608 .69 103.7000 1.0 6358-03-084465 210 Residential, 1 Family 320 608 .89 1151#000 1.0 6358-03-100472 210 Residential, I Family 320 608 .89 111,500 1.0 6258-02-774531 210 Residential, I Family 320 608 .67 104,000 1.0 6258-02-772518 210 • Residential,, I Family 320 608 .69 113,400 1.0 6258-02-771506 210 Residential, I Family 320 608 .70 108000 1.0 6258-02-799501 210 Residential, 1 Family 320 608 .91 160,900 1.0 6258-02-800515 210 Residential,, 1 Family 320 608 .75 105.7000 1.0 6258-02-800526 210 Residential, I Family 320 608, .55 120,000 1.0 6258-02-820517 210 Residential, 1 Family 320 608 1.90 115,000 1.0 6258-02-837522 210 Residential, I Family 320 608 .96 120,000 1.0 6258-02-851528 210 Residential, 1 Family 320 608 .76 90,000 1.0 6258-02-866536 210 Residential,, 1 Family 320 608 .73 103,500 1.0 6258-02-880543 210 Residential, I Family 320 608 .69 109,7000 1.0 6258-02-894545 210 Residential, I Family 320 608 057 110,000 1.0 6258-02-910542 210 Residential,,, I Family 320 608 .64 109,000 1.0 6258-02-895509 210 Residential, 1 Family 320 608 .42 95,000 1.0 6258-02-883503 210 Residential,, 1 Family 320 608 .45 I.00,900 1.0 6258-02-859510 210 Residential, I Family 320 608 .81 872000 1.0 6258-02-871520 311 Residential, 1 Family 320 608 .61 22,000 1.0 6258-02-889527 210 Residential, 1 Family 320 608 .58 116,000 1.0 6258-02-908525 220 Residential, I Family 320 608 .80 128P0 1.0 6258-02-918515 210 Residential, I Family 320 608 .68 101,000 1.0 6258-02-921502 210 Residential, 1 Family 320 608 .60 95,500 1.0 6258-02-754506 485 Conversion 320 608 2.25 125N0 1.1 6258-02-744506 210 Residential, 1 Family 320 608 1.70 IOLOOO 1.0 6258-02-731510 210 Residential., 1 Family 320 608 4.03 113,000 1.4 6258-02-722550 484 Conversion 320 608 .51 1302500 1.0 6258-02-702520 431 Auto Dealership 800 1520 6.27 600,000 6.4 6258-02-700552 210 Residential, 1 Family 320 608 .63 61.7000 1.0 6258-02-676552 210 Residential, I Family 320 608 1.18 106,000 1.0 6258-02-665538 311 Vacant Residential 320 608 1.88 37,500 0.8 6258-04-898498 210 Residential, 1 Family 320 608 .44 106,000 1.0 6258-04-797488 210 Residential, 1 Family 320 608 1.00 174:000 1.0 6258-04-793474 210 Residential, 1 Family 320 608 1.00 130P0 1.0 6258-04-788460 210 Residential, 1 Family 320, 608 .74 1051000 1.0 SOME - - ------- ...... . ...... ... 4 ....... . . . . . . . . . .. .............. .. ....... X.X.:.X.: . . . . . . ... . ........ ....... M: Y0. .......... . ............... ................ .......... .......... : ...... A ME ss ED A- -E R Q ...... ............... . . .... .... . ............... ...... ............... .................. :1 ....•..... ........ AX ESE T . ........... M. .......... ............. ...... 4 ....... ........... 4 .............. . .... . ............. ........ ... ............ ............. ....... . .. ................. •.................. N.N., . ............. ............... ..... ........ ....... ....... ........... 6258-04-785447 210 Residential, I Family 320 608 .57 104,500 1.0 6258-04-782435 210 Residential, 1 Family 320 608 .52 95,500 1.0 6258-04-782421 210 Residential., 1 Family 320 608 .54 106,000 1.0 6258-04-790409 210 Residential,, I Family 320 608 .55 109,000 1.0 6258-04-802417 210 Residential, 1 Family 320 608 .62 111,500 1.0 6258-04-803430 210 Residential., I Family 320 608 .73 103"Y500 1.0 6258-04-808447 210 Residential, 1 Family 320 608 .81 105,500 Lo 6258-04-817461 210 Residential, 1 Family 320 608 1.00 154,400 1.0 6258-04-824474 210 Residential, I Family 320 608 1.00 106,000 1.0 6258-04-834486 210 Residential, 1 Family 320 608 1.30 118,000 Lo 6258-04-847496 210 Residential, 1 Family 320 608 1.17 104,500 1.0 6258-04-804389 210 Residential,, 1 Family 320 608 .85 103N0 1.0 6258-04-818399 210 Residential, I Family 320 608 .70 106,500 1.0 6258-04-825411 210 Residential, I Family 320 608 .75 iMp000 1.0 6258-04-830424 210 Residential,, 1 Family 320 608 .80 108,000 1.0 6258-04-838434 210 1 1 Family Residential, 320 608 1.00 120500 �o 1.0 6258-04-847445 210 Residential, 1 Family 320 608 1.00 109,000 .1.0 6258-04-856458 210 Residential, 1 Family 320 608 1.00 111,000 1.0 6258-04-865471 210 Residential, I Family 320 608 .74 98,500 1.0 6258-04-872481 210 Residential, 1 Family 320 608 .63 101,500 1.0 6258-04-878493 210 Residential, 1 Family 320 608 .33 110,000 1.0 6258-04-897486 210 Residential, 1 Family 320 608 .57 98,500 1.0 6258-04-895475 210 Residential, 1 Family 320 608 .59 110,7000 1.0 6258-04-890463 311 Vacant Residential 320 608 .70 23.1500 0.8 6258-04-882452 210 Residential, 1 Family 320 608 .72 125,800 1.0 6258-04-874440 210 Residential, I Family 320 608 .81 102,000 1.0 6258-04-867426 210 Residential, 1 Family 320 608 .93 100,000 1.0 6258-04-859410 311 Vacant Residential 320 608 1.70 29,7000 0.8 6258-04-860390 210 Residential, 1 Family 320 608 2.2 129,000 1.0 6258-04-870378 210 Residential, 1 Family 320 608 1.3 125,500 1.0 6258-04-880367 210 Residential 1 Family 320 608 1.6 118,000 1.0 6258-04-900366 210 Residential, I Family 320 608, 1.0 116,500 1.0 6258-04-934369 210 Residential,, I Family 320 608 .70 104, 500 1.0 6258-04-945375 311 Vacant, Residential 320 608 .74 24,000 0.8 6258-04-961378 210 Residential, 1 Family 320 608 1.06 123,200 1.0 6258-04-988388 210 Residential,, I Family 320 608 2.10 121,3000 1.0 6258-04-987423 210 Residential, I Family 320 608 1.06 132,000 1.0 6258-04-975420 210 Residential, 1 Family 320 608 .58 162,000 1.0 6258-04-963416 210 Residential, I Family 320 608 .67 116,000 1.0 6258-04-952411 210 Residential, I Family 320 608 .60 101,500 1.0 6258-04-940403 210 Residential, 1 Family 320 608 .76 140p000 1.0 6258-04-929391 210 Residential, I Family 320 608 .56 99,500 1.0 6258-04-915390 210 Residential, 1 Family 320 608 .66 MAO 1.0 6258-04-902395 210 Residential, 1 Family 320 608 .63 131,000 1.0 6258-04-893410 311 Vacant Residential 320 608 .77 24,500 0.8 -64- . . . . . . .... . . . . . . . ............. . . . . . . . . . . --- - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . AMUSSE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . M ............. . . . . . . ... . . . . . .. v • ........... . ..... "d** 1.4 1414 16 ESC66. 4T.1 .:.:e T .. . . . . . . . . . . . . . . 6.6 . . . . . . . . . . ..44 64 6258-04-927446 250 Estate 320 608 10.60 276,500 2.7 6258-04-823378 210 Residential, 1 Family 320 608 1.40 110,000 Lo 6258-04-832361 210 Residential, 1 Family 320 608 1.60 113,500 1.0 6258-04-839347 210 Residential, 1 Family 320 608 1.00 129p000 1.0 6258-04-844338 210 Residential, 1 Family 320 608 .98 109,500 1.0 6258-04-840317 210 Residential, I Family 320 608 .53 137N0 1.0 6258-04-852324 210 Residential, 1 Family 320 608 .60 97.7500 Lo 6258-04-867334 210 Residential, 1 Family 320 608 1.10 136,500 1.0 6258-04-890342 210 Residential, I Family 320 608 1.10 110,000 1.0 6258-04-910350 210 R6sidential, I Family 320 608 .73 104,500 1.0 6258-04-930355 311 Vacant Residential 320 608 .77 24,500 0.8 6258-04-951359 210 Residential,, 1 Family 320 608 .79 108,500 1.0 6258-04-966351 210 Residential, I Family 320 608 .68 1095500 1.0 6258-04-974343 210 Residential, 1 Family 320 608 .66 102;p000 1.0 6258-04-982333 210 Residential, 1 Family 320 608 .61 104,000 1.0 6258-04-987352 21-0 Residential, 1 Family 320 608 .90 105.7500 1.0 6258-04-998361 210 Residential, 1 Family 320 608 .84 93.7000 1.0 6258-04-995312 210 I I Family Residential, 320 608 .73 122000 3� 1.0. 62581-04-977290 210 Residential, 1 Family, 320- 608 2.40 1302000 1.0 6258-04-950300 210 Residential, I Family 320 608 2.00 1153000 1.0 6258-04-940311 210 Residential, 1 Family 320 608 2.05 131,500 1.0 6258-04-939334 210 Residential, 1 Family 320 608 .87 118.7000 1.0 6258-04-921323 210 Residential, 1 Family 320 608 1.30 1402000' 1.0 6258-04-899310 210 Residential, 1 Family 320 608 2.10 123P0 1.0 6258-04-874307 210 Residential, I Family 320 608 .91 1362000 1.0 6258-04-854300 210 Residential, I Family 320 608 .64 932000 1.0 6258-04-870291 311 Vacant Residential 320 608 1.20 28,000 0.8 6258-04-880281 210 Residential, I Family 320 608 1.10 I10,500 1.0 6258-04-905280 311 Vacant Residential 320 608 2.20 31,5 00 0.8 6258-04-912262 210 I Family mily 320 608 1.60 155,000 1.0 6258-04-917250 210 Residential., 1 Family .320 608 1.20 120,000 1.0 6258-04-916238 210 Residential, I Family 320 608 1.10 120.1.)000 1.0. 6258-04-920226 210 Residential, I Family 320 608 2.17 127,000 1.0 6258-04-932212 210 Residential, 1 Family 320 608 .78 98,11000 1.0 6258-04-943214 210 Residential, 1 Family 320 608 .89 146,500 1.0 6258-04-949226 210 Residential, 1 1 Family 320 608 1.03 120000 10 1.0 6258-04-956235 210 Residential, 1 Family 320 608 1.10 1061000 1.0 6258-04-961249 210 Residential, I Family 320 608 1.50 118,500 1.0 6258-04-970258 210 Residential, I Family 320 608 1.30 87p000 1.0 6258-04-977266 210 Residential, I Family 320 608 1.80 116,500 1.0 6258-04-995268 210 Residential, I Family 320 608 *94 108,000 1.0 6258-04-990222 210 Residential, 1 Family 320 608 .62 107,500 1.0 6258-04-979208 210 Residential, 1 Family 320 608 .69 KOM 1.0 6258-04-972199 210 Residential, I Family 320 608 .63 102.10000 1.0 6258-04-962190 210 Residential, I Family 320 608 .74 103,000 0.8 65 - :: f :•:• T. A -X --I G M.M.��ii OX • am�uu}} MF T K X. .......v ........... ��.yy.ee �.�f �� . - A T 7L�N. '�. IOU 6258-04-952180 210 Residential, 1 Family 320 608 .83 126,500 1.0 6258-04-933172 210 Residential, 1 Family 320 608 2.45 1342500 1.1 6258.04.906176 210 Residential, 1 Family 324 608 2.07 142,000 1.0 6258-04-892185 210 Residential, 1 Family 320 608 1.60 1354004 1.0 6258-04-880198 210 Residential, 1 Family 320 608 1.80 1353500 1.0 6258-04-871216 210 Residential, 1 Family 320 608 1.34 131,500 1.0 6258-04-870232 210 Residential, 1 Family 320 608 1.20 1382600 1.0 6258--04-877249 210 Residential, 1 Family 320 608 .72 11250000 1.0 6258-04-854250 214 Residential, 1 Family 320 608 2.00 150,000 1.0 6258-04-841267 210 Residential, 1 Family 320 608 1.40 109,540 1.0 6258-04-835250 210 Residential, 1 Family 320 608 .73 1045000 1.0 6258-04-828291 210. Residential, 1 Family 320 608 .73 1601000 1.0 6258-04-822302 210 Residential, 1 Family 320 608 .73 115,000 1.0 6258-04-815314 210 Residential, 1 Family 320 608 .74 1041500 1.0 6258-04-809325 210 Residential, 1 Family 320 608 .74 130,000 1.0 6258-04-803336 210 Residential, 1 Family 320 608 .74 1201000 1.0 6258-04-796358 210 Residential, 1 Family 320 608 .75 1052004 1.0 6258-04-79036.0 210 Residential, 1 Family 320 608 .75 1129000 -1.0. 6258-04-784372. 210 Residential, 1 Family 320 608 .73 120,044 1.0 6258-04-778383 214 Residential, 1 Family 320 608 .58 137,000 1.0 6258-04-770393 210 Residential, 1 Family 320 608 .62 109,500 1.0 6258-04-765406 214 Residential, 1 Family 3�4 608 .60 139,000 1.0 6258-04-759420 210 Residential, 1 Family 320 508 .70 114,500 1.0 5258-04-756435 210 Residential, 1 Family 320 608 .76 112,000 1.4 6258-44-755450 210 Residential, 1 Family 320 608 1.10 104,000 1.0 6258-04-763464 210 Residential, 1 Family 320 608 .70 101,000 1.0 6258-04-766479 210 Residential, 1 Family 320 608 .75 1202000 1.0 6258-04-768494 210 Residential, 1 Family 320 608 .75 125,400 1.0 6258-04-730446 311 Vacant Residential 320 608 .75 15,000 0.8 TOTALS FOR AREA 12 (203 LOTS) 65,440 124,335 $23466400 209.3 .Note: See Section 18.0 for Benefit Unit Calculations TABLE 12B: : BROTHERS ROAD SUBAREA AREA12. .. .............. ....................................................... ............ ........... ............ ........ ........ ... ....... .. . .... ............... ............... ....... .......... .. ..... .... ..... * * ........ . .......... ... .... ........ - --------- --- ------ ....................... ........ ..... ........... .............. ..... .......... ........ ..... ............ ... ..... ............................... . . .... .. ........ ..... ............... ................ .. ....... ..... ........... ......................... ......... ................. ........... .............. ......... ..... . . ....... . ............... .......... ......�:��:............... ........... 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SL ...... :•r.'.`::::.:;:; ..: � i :•:L'.•.•: :ti'.LL' :L :• • Brothers Road Mains & Appurtenances 63P800 L.F. $ 200/LF $ 1,360,000 • Dose Road -- Mains & Appurtenances 2,300 L.F. $ 200 LF $ 460,000 • Gold Road -- Mains & Appurtenances 53500 L.F. $ 2001LF $ 1,100, 000 • Myers Corners Road — Mains & Appurtenance 1,800 L.F. $ 2251LF $ 4052000 • Easement Mains 41700 L.F. $ 150ALF $ 7052000 TOTAL LENGTH OF PIPE 21,100 L.F. 2 EACH • Pump Station(s) & Generator(s) $100P0/EA $ 200,000 • Force Main 2200 L.F. $ $175/LF $ 385 .7 000 ■ SUBTOTAL $ 4, 615, 000 + 10% CONTINGENCIES $ 461,000 CONSTRUCTION COST $ 5,076.1000 • + Design (9%) $ 4562840 • + Inspection (8%) $ 4061080 • + Legal (4%) $ 2032040 e + Miscellaneous (3.5%) $ 177,660 • +Permit Process o.5% $ 252380 • TOTAL PROJECT COST -- AREA 12: BROTHERS ROAD SUBAREA $ 5,3459400 Note: All costs are based on April 2003 Prices X67 r 14.0 OPT OVAL AREA 13: MIDDLEBUSH ROAD SUBAREA: PROPOSED ►SEPYICE AREA PAR4METERS: Optional Area 13 consists of the following proposed users. The limits of Area 13 are detailed on Figure 13 herein. • Middlebush Road • A portion of old Route 9 • A portion of Route 9 • A portion of Route 9D Optional Area 13 consists of approximately 89 lots, comprising a total of 303.7 Benefit Units. Benefit Unit calculations are included under Section 15.0 herein. It is estimated that Area 13 will contribute an average day flow of 40,000± gallons, and a peak day flow of 75,000 gallons. This land use and flow data is detailed under Table 13A herein. A proposed preliminary sewer main layout indicated that this area will require approximately 10,100± linear feet of sanitary mains, including all appurtenances, as well as two sewage pump stations and appropriate force main.. A preliminary cost estimate to construct sewage disposal facilities for this subarea is detailed under Table 13B herein. Total Project Costs for this subarea are estimated to be $ 3,062,500. Annual Costs Per Benefit Unit are detailed under Section 15.0 herein. -68- PREPARED BY: PAGGI, MARTIN & DEL BENE, LLP CONSULTING ENGINEERS AND LAND SURVEYORS 56 MAIN STREET POUGHKEEPSIE■ NEW YORK 12601 FIGURE 13: MIDDLEBUSH ROAD SUBAREA PAGE: I SCALE: I DATE: 69 1 if = 500' 1 5/10/03 TABLE 13A: AREA 13: MIDDLEBUSH ROAD SUBAREA LAND USE, FLOW & BENEFIT UNIT DATA .. ...... ........................ . ....... . *** ........... .. .... . ...... ....... .... .............. .... ------- ------ ---- , . . ... .................. -------- - ----- ------ - ......... . ..... .1, " .... . . . .. ....... .. ...... ... ....... .G . . . .......... .. .. . G . ........ ........... U ......... .......... ............ ........ ...... ........... ... .......... .......... .................... 6157-02-578955 432 Service Station 800 1520 9.60 295,000 3.1 615702-600971 421 Restaurant 3150 5985 1.32 525,000 5.6 6157-02-606944 433 Auto Body 300 570 1.0 320,000 3.4 6157-02-609919 461 Bank 300 570 1.02 350,000 3.7 6157-02-648928 432 Service Station 800 1520 1.04 250:0000 2.7 6157-02-650897 484 Small Retail 500 950 .83 210,000 2.2 6157-02-641877 330 Vacant Commercial 65 124 .10 7:0500 0.1 6157-02-607850 431 Auto Dealer (4 Toilets) 600 1140 2.41 750,000 8.0 6157-02-608885 464 Office Bldg (28,000 SF) 2800 5320 2.09 1,200,000 12.8 6157-02559926 210 Residential, 1 Family 320 608 .49 71,500 1.0 6157-02-552940 615 Education 0* 0* .85 64,000 0.7 6157-02-549955 433 Auto Body (2 Toilets) 300 570 .46 142,500 1.5 6157-02-550967 230 Residential, 3 Family 960 1824 .79 130,000 3.0 6157-02-551982 230 Residential, 3 Family 960 1824, 1.00 200,000 3.0 6157-02-524976 464 Office Building 300 570 1.22 18011500 1.9 6157-02-515947 210 Residential, 1 Family 320 608 .42 72,000 1.0. 6157-02-527944 544 Health Spa (2 Toilets) 300 570 .76 195,004 2.1 6157-02-530927 311 Vacant Residential 320 608 .63 50P000 0.8 6157-02-532917 483 Doctor's Office 800 1520 .69 110,7000 1.2 6157-02-543900 483 Vacant Commercial 1150 2185 1.76 15%000 1.6 6157-02-531890 210 Residential, 1 Family 320 608 .50 76,000 1.0 6157-02-518896 210 Residential, 1 Family 320 608 1.10 70)000 1.0 6157-02-507894 210 Residential, 1 Family 320 608 1.0 78.1500 1.0 6157-02-510828 210 Residential, 1 Family 320 608 7.2 127,000 2.0 6157-02-539850 835 Television (1800 SF) 1800 3420 6.31 860,000 9.2 6157-02-562852 210 Residential, I Family 320 308 .58 821,1500 1.0 6157-02-565842 210 Residential, 1 Family 320 308 .54 67,500 1.0 6157-02-586855 695 Cemetery 0 0 1.10 40,000 0 6157-02-580887 433 Auto Body (4200 SF) 420 798 .80 200,000 2.1 6157-01-497978 311 Vacant Residential 320 608 2.20 19,600 0.8 6157-01-495954 651 Highway Garage 800 1520 3.10 200,000 2.1 6157-01-488928 612 School 0* 0* 4.50 5.7400N0 57.5 6157-01-499890 210 Residential., I Family 320 608 81,500 1.0 6157-01-487887 411 Apartments (2) 600 1140 1.20 150"P0 2.0 6157-01-475875 210 Residential, 1 Family 320 608 1.10 64X0 1.0 6157-01-470893 612 School 0* 0* .37 44,000 0.5 6157-01-458871 450 Restaurant (40 Seats) 1400 2660 2.00 178,500 1.9 6157-01-442860 210 Residential, 1 Family 320 608 .63 72,500 1.0 6157-01452912 612 School 0* 0* 2.10 225,000 2.4 6157-01-423875 612 School 0* 0* 6.10 78,300 0.8 6157-01-414840 440 Storage (6854 SF) 685 1300 .88 81,000 0.9 6157-01-396837 311 Vacant Residential 320 608 .87 30,000 1.0 6157-01-394824 483 Converted Residence 320 608 .50 126,500 1.0 6157-01-384826 210 Residential, I Family 320 608 .67 112,500 1.0 6157-01-358885 612 School 0* 0* 31.04 9,000p040 95.9 _70- - 71 - . .............. ............. . . . . . . . . . . . . . . X ...... ...... X. ..... .... 'A. ............. X.: . . . . . . . . . . . Aj, ...... o .... X.M. Its, ............... .......... ............... ..... NeX X ....... .... %: ...... ..... ... ......... ........ ......... 44 .. .... . . .......... ................. .................... ..... 6157-01-324814 210 Residential, I Family 320 608 2.90 99.1N0 1.2 6157-01-276805 311 Vacant Residential 320 608 2.35 3%500 0.9 6157-01-251816 220 Residential, 2 Family 640 1216 .31 82,000 2.0 6157-01-249820 311 Vacant Residential 320 608 .07 500 1.0 6157-01-249823 311 Vacant Residential 320 608 .10 800 1.0 6157-01-250828 210 Residential, 1 Family 320 608 .19 81,000 1.0 6157-01-266833 210 Residential, 1 Family 320 608 1.61 120.N0 1.0 6157-01-283844 210 Residential, I Family 320 608 5.30 111,500 1.7 6157-01-216814 612 School 0* 0* 4.38 294,600 3.1 6157-01-227847 210 Residential, 1 Family 320 608 1.80 88.1)000 1.0 6157-01-215886 210 Residential, 1 Family 320 608 4.61 1073,000 1.5 6157-01-239875 484 Converted Residence 320 608 .28 323,500 1.0 6157-01-325021 311 Vacant Residential 320 608 .26 2,500 1.0 6157-01-330935 311 Vacant Residential 320 608 .51 12,000 1.0 6157-01-336953 311 Vacant Residential 320 608 .10 500 1.0 6157-01-340957 311 Vacant Residential 320 608 .04 100 1.0 6157-01-322938 692 Roads 0 0* .46 2,000 0 6157-01-308921 210. Residential, 1 Family 320 608 .25 91,000 1.0 6157-01-306930 311 Vacant Residential 320 608 .18 4,000 0.8 6157-01-314937 311 Vacant Residential 320 608 .23 2,000 0.8' 6157-01-316944 311 Vacant Residential 320 608 .12 900 0.8 6157-01-320947 311 Vacant Residential 320 608 06 500 0.8 6157-01-323951 311 Vacant Residential 320 608 .08 100 0.8 6157-01-304938 210 Residential, 1 Family 320 608 .19 805,000 1.0 6157-01-299923 210 Residential, 1 Family 320 608 .25 100,000 1.0 6157-01-289933 311 Vacant Residential 320 608 .07 500 0.8 6157-01-285928 311 Vacant Residential 320 608 .18 500 0.8 6157-01-277928 311 Vacant Residential 320 608 .04 500 0.8 6157-01-242792 210 Residential, 1 Family 320 608 .28 64N0 1.0 6157-01-255790 220 Residential, 2 Family 640 1216 .33 111,000 2.0 6157-01-296777 311 Vacant Residential 320 608 @49 23,000 0.8 6157-01-375789 210 Residential, I Family 320 608 .81 106,504 1.0 6157-01-387792 210 Residential,, 1 Family 320 608 .86 56,11500 1.0 6157-01-397795 210 Residential, I Family 320 608 .54 903,000 1.0 6157-01461844 210 Residential, I Family 320 608 .55 85,000 1.0 6157-01-471845 210 Residential,, 1 Family 320 608 .49 77,000 1.0 6158-04-519005 311 Recycle Center 800 1520 2.75 100,000 1.1 6158-04-531030 447 Trucking 0* 0* 1.02 1651)000 1.8 6158-04-545044 330 Vacant Commercial 46 88 .07 300 0 6158-04-557004 280 Multiple Residences 640 1216 1.1 250,000 2.0 6158-04-560019 220 Residential, 2 Family 640 1216 1.0 573,000 2.0 6158-04-563031 210 Residential, 1 Family 320 608 1.0 130,000 1.0 6158-04-566044 220 Residential, 2 Family 640 1216 .73 1251P0 2.0 6158-04-572057 421 Restaurant 0* 0* .94 324,91600 3.5 TOTALS FOR AREA 13 (89 LOTS) 39,516 75,080 S25,856r300 303.7 Note: See Section 18.0 for Benefit Unit Calculations * For purposes of this report it is assumed that the 14�appinger Junior High and Evans Grade School properties will continue to flow to the Village of Wappingers Fall& &aiiitary sewer system. Thus their contributing flow for Phase 3B is zero. Likewise,, the Pizza Hut Restaurant on ]Wute 9 and1he 'mans -Star Enterprises will continue to flow to the existing Village of Wappingers Falls sanitary sewer system, and additional flow to Phase 3B. - 71 - TABLE 13B AREA 13 MIDDLEBUSH ROAD TV SW 41A.M. . :4 ::OS :SS �:.SSSi:li':':•i: • iSS:'.•.•:i4 i :ti`•.SS•.S':ti � ••:•••: .:S:S::S•.•.SS'.Y.:LSL':.SSSSS•: .S•:: ••.•: ••••: '.4S•.•. •:.:'.:SSS:::•: �: �: �:•:•:'::•:'}: • :':ti•: .:{ : :tiLtiti•.:S :L'}:{': ':tiLti' ::SL•:• •4V:• ':t' • :':titi':LSSL': :LLS•:' tiSLti :":•:W:V:•: i•: �::•::•:•: :•: •:tiS•: � :•::titi : ':•:: •:':ti :•:•::•: � ' •::ti ::': �:•.••:L•: :•:ti•:' •:S' :L•:•': �••::•::•} ••: } '}:: :... •.}•: :} :' :.�.:• SLSS;.•r:.:: .:Y: :.L•. :.}'.}};.} ::C•: .:} � .:}'.}'. S} :• ..:•.• :titi �rti•: •:• ................. S'.:.:'. :.S'. .::5 :} : •.:SS L•} 1� ••••••••• :•.111:': •.ti'. • tiS4{} :4L1 . .... :ti{'::•:ti':•:•:•::titi•:ti':':'::::•:titi � ::;:;•:::6: :1: :{titi ':ti•: •:V titi{ LL•: . StiSLti': � ::Lti � : •' ••: . S. . SSL. • Middlebush Road — Mains & Appurtenances 32900 LF $ 2251LF $ 877,750 • Old Route 9 -- Mains & Appurtenance 23400 LF $ 2001LF $ 484,000 • Route 9D —Mains & Appurtenances 700 LF $ 2501LF $ 175,000 • Ingalls & Adams Street -Mains & Appurtenances 600 LF $ 2001LF $ 120P0 • Easements — Mains and Appurtenances 2 500 L.F. $ 150/LF $ 375,000 TOTAL NG GF PIPE 10,100 L.F. • Pump Station(s) & Generator (s) 2 Each $1002000/FA $ 200, 000 • SUBTOTAL $ 22227,500 + 10% CONTINGENCIES $ 22211500 CONSTRUCTION COST $ 2,450,000 • + Design (9%) $ 220,500 • + Inspection (8%) $ 195,000 • + Legal (4%) $ 9$000 • + Miscellaneous (3.5%) $ 85,750 • +Permit Process 0.5% $ 122250 • TOTAL PROSECT COST - AREA 13: MIDDLEBUSH ROAD SUBAREA: S 310629500 Note: All costs are based on April 2003 Prices I&P-M 15.0 OPTIONAL AREA 14: SWARTOUTVILLE SUBAREA: PROPOSED SEE UCE AREA P EYEES: Optional Area 14 consists of the following proposed users. The limits of Area 14 are detailed on Figure 14 herein. • App leblossum Lane _ • Peters Lane Dugan Lane • Park Hill Drive • Larmel Court • Boxwood Circle ■ Leskow Circle • A portion of Elm Place • A portion of Pine Ridge Drive • A portion of Locust Drive ■ A portion of All Angels Hili Road • A portion of Route 82 Optional Area 14 consists of approximately 188 lots, comprising a total of 226.7 Benefit Units. Benefit Unit calculations are included under Section 18.0 herein. It is estimated that Area 14 will contribute an average day flow of 64,000-+ gallons, and a peak day flow of 122,000± gallons. This land use and flow data is detailed under Table 14A herein. A proposed preliminary sewer main layout indicated that this area will require approximately 17,700± linear feet of sanitary mains, including all appurtenances, as well as three sewage pump stations and approximately 8,500+- linear feet of force main. A preliminary cost estimate to construct sewage disposal facilities for this subarea is detailed under Table 14B herein. Total Project Costs for this subarea are estimated to be $7,307,500. Annual Costs Per Benefit Unit are detailed under Section 18.0 herein. -73- TABLE 14A: AREA 14: SWARTOUTVILLE SUBAREA LAND USE, FLOW & BENEFIT UNIT DATA ------------------ ---- --------------- ......... . .. .... . . ................ ... .. . ....... . ..... ......... ..... ....... .. X, T . ..... ... ............. ... . . . . . . . . ....... ............ M ......... - -- -- ----- .............X* ........... .. ........ ......... ................ 6256-01-252986 483 .... 4 ..... Converted Residence 320 608 1.42 . .... 220,000 ....... .. 1.0 6356-01-240976 210 Residential 1 Family 320 608 .20 67,500 1.0 6356-01-250974 210 Residential, 1 Family 320 608 .18 59,500 1.0 6356-01-260971 210 Residential, 1 Family 320 608 .26 62fl00 1.0 6356-01-266964 210 Residential, I Family 320 608 .52 71,000 1.0 6356-01-264950 210 Residential, 1 Family 320 608 .52 86fl00 1.0 6356-01-250947 210 Residential, I Family 320 608 .33 64,000 1.0 6356-01-238950 210 Residential,, I Family 320 608 .33 67 .7 000 1.0 6356-01-248964 311 Vacant Residential 320 608 '08 100 0.8 6356-01-285966 210 -Residential, I Family 320 608 6.10 129,000 1.8 6356-01-282945 311 Vacant Residential 320 608 2.90 60:P000 1.0 6356-01-285915 210 Residential, I Family 320 608 16.50 138.5500 3.9 6356-01-230848 220' Residential, 2 Family 640 1216 1.26 13351000 2.0 6356-01-222832 311 Vacant Residential 320 608 .259 500 0.8 6356-01-296860 311 Vacant Residential 320 608 .70 3,000 2.3 6356-01-315856 311 Vacant Residential 320 608 1.09 13,1000 0.8.. 6356-01-350947 311 Vacant Residential 320 608 .05 100 0.8 6356-01-347950 311 Vacant Residential 320 608 .16 400 o.8 6356-01-337960 311 Vacant Residential 320 608 .75 500 0.8 6356-01-223990 432 Service Station 800 1520 1.0 132,504 1.4 6356-01-206977 534 Social Organization 800 1520 2.80- 225,o00 2.4 6356-01-212951 421 Restaurant .800 1520 .79 175.7500 1.9 6356-01-213940 311 Vacant, Residential 320 608 .51 21,000 1.0 6356-01-189937 312 Vacant Residential 320 608 5.93 47,000 1.6 6356-01-196888 280 Multiple Residence (2) 640 1216 1.20 100,400 2.0 6356-01-206904 260 Seasonal Restaurant 320 608 1.00 -711500 1.0 6356-01-188875 210 Residential, I Family 320 608 1.70 111,000 1.0 6356-01-085825 311 Vacant Residential 320 608 6.70 19.3000 1.7 6356-01-199863 210 Residential, 1 Family 320 608 .53 100.*P000 1.0 6356-01-178859 210 Residential, 1 Family 320 608 1.24 1.02,400 1.0 6356.01-152850 210 Residential,, I Family 320 608 6.52 123,000 1.9 6256-01-181830 311 Vacant Residential 320 608 1.90 33,000 0.8 6256-01-182992 210 Residential; 1 Family 320 608 .43 114,000 1.0 6256-01-181980 210 Residential, 1 Family 320 608 .70 126,000 1.0 6256-01-166971 210 Residential,, 1 Family 320 608 .40 114,400 1.0 6256-01-160960 210 Residential, 1 Family 320 608 .39 112,000 1.0 6256-01-155951 210 Residential, 1 Family 320 608 .46 114,400 1.0 6256-01-152942 210 Residential, I Family 320 608 .46 118,000 1.0 6256-01-148933 210 Residential, I Family 320 608 .45 132,000 1.0 6256-01-144923 210 Residential, I Family 320 608 .56 142,500 1.0 6256-01-139914 210 Residential,, 1 Family 320 608 .57 114.7000 1.0 6256-01-128906 210 Residential,, 1 Family 320 608 A7 117,000 1.0 6256-01-138888 210 Residential, I Family 320 608 .45 112,500 1.0 6256-01-161912 210 Residential, I Family 320 608 2.05 170,000 1.0 6256-01-164891 210 Residential, I Family 320 608 1.52 120,000 1.0 6256-01-128874 210 Residential, I Family 320 608 .73 112.9500 1.0 6256-01-121882 210 R esi-Anntial 1 Fmijay 320 1 608 .55 89,000 1.0 .75. -76- .............. . ............... T ............... .......... I d MI. T 0 . Mo... . .... ...... ...... 6356-01-112890 210 Residential, 1 Family 320 608 .67 115,000 1.0 6356-01-107871 210 Residential, 1 Family 320 608 .79 118,000 1.0 6356-01-099864 210 Residential., I Family 320 608 .67 122,000 Lo 6356-01-091858 220 Residential, 2 Family 640 1216 .61 1301000 2.0 6356-01-082852 210 * Residential, 1 Family 320 608 .55 114,000 1.0 6356-01-073846 210 Residential, I Family 320 608 .46 112;1500 1.0 6356-01-064841 210 Residential, I Family 320 608 .44 96,500 1.0 6356-01-055835 210 Residential, I Family 320 608 .43 95,000 1.0 6356-01-046830 210 Residential, 1 Family 320 608 .43 KOM 1.0 6356-01-038825 210 -Residential, I Family 320 608 .42 115,000 1.0 6356-01-029820 210 Residential, I Family 320 608 .47 114P0 1.0 6356-01-019814 210 Residential, 1 Family 320 608 .48 115,7000 1.0 6356-01-010810 210 Residential 1 ., I Family 320 608 .46 102�� 000 1.0 6356-01-001806 210 Residential,, I Family 320 608 .44 112,500 1.0 6356-01-004834 210 Residential, 1 Family 320 608 955 103,500 1.0 6356-01-015840 210 Residential, 1 Family 'dent'al, 320 608 .60 103,500 1.0 6356-01-024845 210 Residential, 1 Family 320 608 .49' 112,500 1.0 6356-01-033850 210 Residential, 1 Family 320 608 .54 111,000 1.0 6356-01-047859 210 Residential,, 1 Family 320 608 1.05 120,000 1.0 6356-01-063869 210 Residential,, I Family 320 608 ..78 1122000 1.0 6356-01-072878 210 Residential, 1 Family 320 608 048 81$000 1.0 6356-01-079886 210 Residential,, 1 Family 3204 608 .48 112,500 1.0 6356-01-085893 210 Residential, I Family 320 608 .48 109,500 1.0 6356-01-092900 210 Residential., 1 Family 320 608 .48 T2%Y 114,7000 1.0 6356-01-099907 210 Residential,, 1 Family 320 608 .48 1112000 1.0 6356-01-105915 210 Residential, 1 Family 320 608 .4R 8� 115I000 1.0 6356-01-112923 210 Residential, I Family 320 608 .48 133,7000 1.0 6356-01-119930 210 Residential, 1 Family 320 608 .56 133,500 1.0 6356-01-130945 210 Residential, 1 Family 320 608 .47 120.7000 1.0 6356-01-121946 210 Residential, 1 Family 320 608 .47 1141P0 1.0 6356-01-11948 210 Residential, 1 Family 320 608 .56 123.7500 1.0 6356-01-099940 210 Residential., 1 Family 320 608 .82 106,000 1.0 6356-01-088930 210 Residential, 1 Family 320 608 .71 112,500 1.0 6356-01-079918 210 Residential,, 1 Family 320 608 .78 109,000 1.0 6356-01-066912 210 Residential, 1 Family 320 608 1.10 1031p000 1.0 6356-01-015894 592 Athletic Field 300 570 13.00 114,700 1.2 6356-01-053940 210 Residential, 1 Family 320 608 all 99,500 1.0 6356-01-065947 210 Residential, 1 Family 320 608 .58 112,500 1.0 6356-01-074954 210 Residential, I Family 320 608 .52 110,000 1.0 6356-01-082960 210 Residential, I Family 320 608 .44 106,500 1.0 6356-01-092967 210 Residential, I Family 320 608 .61 110,000 1.0 6356-01-107974 210 Residential, 1 Family 320 608 .83 107;500 1.0 6356-01-122978 210 Residential, 1 Family 320 608 1.10 101,500 1.0 6356-01-146984 210 Residential, 1 Family 320 608 3.0 116,500 1.0 6356-01-005931 210 Residential, 1 Family 320 608 .60 52N0 1.0 6356-01-005967 1 210 1 Residential!, I Family 320 608 5.8 107,500 1.0 M -76- .......... . . . . . . . . . . . . . . . . . . . ... . . . . X . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... EDT a N 11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .... :::4 . . . . . . . . . . . . ... . . . . . . . .. . . . . X:x . . . . . . . . . . . . . . . . . . . . . ............. ...... .. -----------------------X: ...... 6356-01-027985 210 Residential, I Family 320. 608 2.8 100.7000 1.2 6356-01-041983 220 Residential,, 2 Family 640 1216 .78 95P0 2.0 6356-01-050987 210 Residential, I Family 320 608 1.8 97,000 1.0 6356-01-060996 210 Residential, 1 Family 320 608 1.3 121,000 1.0 6356-01-078997 311 Vacant Residential 320 608 0.87 10.1)000 0.8 6357-03-250002 210 Residential, I Family 320 608 .21 22,500 1.0 6357-03-255010 311 Vacant Residential 320 608 .49 31.1)500 0.8 6357-03-228010 433 Auto Body Garage 800 1520 .31 ONO 0.7 6357-03-234017 484 Small Retail 300 570 .27 135.7000 1.4 6357-03-238025 483 Converted Residential 320 608 ..34 86,000 1.0 6357-03-220050 311 Vacant Residential 320 608 7.56 35,000 1.9 6357-03-217020 210 Residential, I Family 320 608 .25 85,7500 1.0 6357-03-210027 483 Converted Residential 320 608 .50 MOO 1.0 6357-03-200038 210 Residential,, 1 Family 320 608 .86 100,500 1.0 6357-03-189063 210 Residential, 1 Family 320 608 1.01 112,000 1.0 6357-03-040454 300 Vacant Residential 320 608 20.90 21'N0 4.6- 6357-03-183045 210 Residential, I Family 320 608 .78 124,000 1.0 6357-03-168057 210 Residential, 1 Family 320 608 1.60 75,000 1.0 6357-03-163040 210 Residential, 1 Family 320 608 .70 92,000 1.0 6357-03-151049 210 Residential, 1 Family 320 608 .69 135P000 1.0 6357-03-128058 210 Residential,, 1 Family 320 608 3.90 126P000 1.6 6357-03-105066 311 Vacant Residential 320' 608 .14 500 0.8 6357-03-114087 210 Residential, 1 Family 320 608 3.40 75,000 1.3 6357-03-110114 210 Residential, I Family 320 608 5.00 117,000 1.6 6357-03-088161 210 Residential, I Family 320 608 18.0 340P0 4.2 -6357-03-037168 210 Residential., I Family 320 608 050 100,500 1.0 6357-03-030174 210 Residential, 1 Family 320 608 .40 105,500 1.0 6357-03-045215 210 Residential, I Family 320 608 10.54 130,7000 2.7 6357-03-020204 210 Residential, I Family 320 608 1.07 99,000 1.0 6357-03-010202 210 Residential, I Family 320 608 .46 115,000 1.0. 6357-03-035251 210 Residential, 1 1 Family 320 608 2.36 158000 3 1.1 6357-03-029258 210 Residential, 1 Family 320 608 2.61 1259000 1.1 6357-03-028270 210 Residential, 1 Family 320 608 2.68 110,000 1.1 6357-03-017294 620 Religious 800 1520 8.36 450,000 4.8 6257-04-977214 210 1 1 Family Residential, 320 608 1.16 90000 1 1.0 6257-04-984196 210 Residential,, I Family 320 608 1.20 106,500 1.0 6257-04-970187 210 Residential, 1 Family 320 608 .49 99,000 1.0 6257-04-963183 210 Residential, I Family 320 608 .49 104,540 1.0 6257-04-954177 210 Residential, I Family 320 608 .47 106,500 1.0 6257-04-92515 210 Residential,, I Family 320 608 3.00 101,500 1.2 6257-04-875118 311 Residential,, I Family 320 608 5.00 36,500 1.4 6257-04-907109 210 Residential, 1 Family 320 608 1.70 124,000 1.0 6257-04-910092 210 Residential, I Family 320 608 .90 73,1500 1.0 6257-04-902081 311 Vacant Residential 320 608 .99 273000 0.8 6257-04-895072 210 Residential, I Family 320 608 1.02 79,500 1.0 6257-04-999171 210 Residential, I Family 320 608 1.16 8 8,500 1.0 6257-04-971161 210 Residential, 1 Family 320 608 o92 113,000 1.0 -77- ............... .. . . . . . . . . . . . . . . 4 . . . . . . . .... . . . . . . . . . ................. 4 .. .............. X.: ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... ............. .:. -... ............. M . ..... LAN 4T .. ......... ...... X.: -X ....... .747.7.7-2.2-:6616 .......... . . . .... X6. ...... 4 ..... -6 .......... ............... . ........ 644 6:: .............. ................ 1-4 .. ........... .6 ..... ........ ............. ............... ...... ................. 6257-04-938140 210 as Residential, idential., 1 Family 320 608 .74 79,000 1.0 6257-04-939128 210 Residential, I Family 320 608 .83 115.'000 1.0 6257-04-962142 210 Residential, 1 Family 320 608 .75 116,500 1.0 6257-04-984157 210 Residential, 1 Family 320 608 1.08 95,000 1.0 6257-04-994138 210 Residential, I Family 320 608 .33 85.7500 1.0 6257-04-979130 210 Residential,, 1 Family 320 608 .69 105P0 1.0 6257-04-953065 210 Residential, 1 Family 320 608 5.60 170,000 1.7 6257-04-929070 210 Residential, I Family 320 608 .87 11411000 1.0 6257-04-921052 210 Residential, 1 Family 320 608 .89 91,500 1.0 6257-04-916037 311 Vacant Residential 320 608 .93 21,000 0.8 6257-04-915021 311 Vacant Residential 320 608 .83 20,500 0.8 6357-04-957003 210 Residential, 1 Family 320 608 12.0 124,500 3.0 6357-03-015152 210 Residential,, I Family 320 608 .58 102,500 1.0 6357-03-002144 210 Residential, 1 Family 320 608 .40 100,540 1.0 6357-03-005105 240 Rural Residential 320 608 13.80 157,500 3.4 6357-03-057089 210 Residential, I Family 320 608 .32 90,000 1.0 6357-03-045082 210 Residential, 1 Family 320 608 .29 80,000 1.0 6357-03-035076 210 Residential, I Family 320 608 .29 90)000 1.0 6357-03-020470 210 Residential,, I Family 320 608 .29 94)000 1.0 6357-03-013064 210 Residential, 1 Family 320 608 .29 82,500 1'0 6357-03-001055 210 Residential, 1 Family 320 608 .49 90,000 1.0 6357-03-007040 210 Residential, 1 Family 320 608 .29 73,000 1.0 6357-03-013029 210 Residential, 1 Family 320 608 .30 791,000 1.0 6357-03-025015 210 Residential, I Family 320 608 .59 75,000 1.0 6357-03-037024 210 Residential, 1 Family 320 608 .36 90,000 1.0 6357-03-047031 210 Residential, I Family 320 608 .35 94,000 1.0 6357-03-052038 210 Residential,, 1 Family 320 608 .32 92,000 1.0 6357-03-066044 210 Residential, 1 Family 320 608 .31 815,000 1.0 6357-03-078053 210 Residential, I Family 320 608 .31 93,500 1.0 6357-03-087040 210 Residential, 1 Family 320 608 1.00 1135,000 1.0 6357-03-075027 210 Residential, 1 Family 320 1216 1.10 96,000 1.0 6357-03-061017 220 Residential, 2 Family 640 608 1.00 107,500 2.0 6357-03-091008 210 Residential, 1 Family 320 608 .82 751,000 1.0 6357-03-104024 210 Residential, I Family 320 608 1.05 93,000 1.0 6357-03-146018 210 Residential,, I Family 320 608 2.95 118,000 1.2 6256-02-970944 311 Vacant Residential 320 608 3.00 40N0 1.0 6256-02-966894 210 Residential, 1 Family 320 608 .64' 115,000 1.0 6256-02-967881 210 Residential, 1 Family 320 608 .59 108100O 1.0 6256-02-980831 210 Residential, 1 Family 320 608 .46 113,000 1.0 6256-02-983820 210 Residential, 1 Family 320 608 .34 105,000 1.0 6256-02-995831 210 Residential, I Family 320 608 .50 103,000 1.0 6256-02-991803 210 Residential, 1 Family 320 608 .43 106,000 1.0 6256-02-968793 210 Residential, 1 Family 320 608 1.63 143,000 1.0 6256-02-943884 210 Residential, I Family 320 608 .44 97,500 1.0 6256-02-945872 210 Residential, 1 Family 320 608 .52 115,000 1.0 6256-02-950855 210 Residential, 1 Family 320 608 .71 99,500 1.0 6256-02-955836 210 Residential, 1 Family 320 608 .60 109:1000 1.0 6256-02-962818 210 Residential, I Family 320 608 .589 104,000 1.0 TOTALS FOR AREA 14 (188 LOTS) 64,120 121,828 518-1836,700 226.7 Note: See Section 18.0 for Benefit Unit Calculations . 78- TABLE 14B: 11Toe: All costs are based on April 2003 Prices -79- AREA 14: SWARTOUTVILLE SUBAREA ':�'�! == = = �= =! •'r: YLY•.Y•••:. .: :::L•:••:• : • • YL•. :L : ':L•. :•:L i � :•i i i•:•::::Y•:•:SY•. � :':: i : i i : i � i ':•:':''::•:S ::•:::L•:::•:' i : :.:•.• .•.L• :vti: •:tiff .• ............. .............. .i. Y .. ............... 'i•:Yiti': � :•.::;:;: : ;ti::•. ......... .i. . . .S . .. ........... • All Angles Hill Road — Mains & Appurtenances 4,P0 L.F. $ 225/LF $ 340 000 • Route 82 — Mains & Appurtenances 21000 L.F. $ 250 250/LF $ 500,000 • . Leskew Circle — Mains & Appurtenances 704 L.F. $ 200/LF $ 140,000 • Peter Lane — Mains & Appurtenances 1,500 L.F. $ 200/LF $ 3001000 • Apple Blossom Lane ---- Mains & Appurtenances 1,100 L.F. $ 200/LF $ 220,000 • Pine Ridge Drive — Mains & Appurtenances 2,100 L.F. $ 2001LF $ 424,400 • Dugan Lane ---- Mains & Appurtenances 1,200 L.F. $ 2001LF $ 240,000 • Park Hill Drive --- Mains & Appurtenances 3,100 L.F. $ 200/LF $ 620,000 • Boxwood Close — Mains & Appurtenances 900 L.F. $ 200/LF $ 1801P400 • Larmel Court - Mains & Appurtenances 3 00 L.F. $ 200/LF $ 601000 • Shady Brook Lane -- Mains & Appurtenances 800 L.F. $ 200/LF $ 160,000 TOTAL LENGTH OF PIPE 17,700 L.F. • Pum Stations & Generators Pump �i �� 3 EACH $1002000/EA $ 30%040 • Force Main 814500 L.F. $ 15 O/LF $152757000 • SUBTOTAL $5,315,000 • + 10% CONTINGENCIES $ 5317000 • CONSTRUCTION COST $52846 7 000 • + Design (9%) $ 5267140 • + Inspection (8%) $ 467,680 • + Legal (4%) $ 233,7840 • + Miscellaneous (3.50//0-)" $ 2042610 • +Permit Process 0.5% $ 29,230 * TOTAL PROJECT COST - AREA 14: SWARTOUTVILLE SUBAREA $7,3479500 11Toe: All costs are based on April 2003 Prices -79- 16.0 OPTIONAL AREA 15: REMAEgNG ALL ANGELS LOTS: PROPOSED SERVICE AREA PARAMETERS: Optional Area 15 consists of the following proposed users. The limits of Area 15 are detailed on Figure 15 herein. • Briar Lane • Brook Place • A portion of Widmer Road • A portion of All Angels Hill Road • A portion of Myers Comers Road Optional Area 15 consists of approximately 63 lots, comprising a total of 76.9Benefit Units. Benefit Unit calculations- are included under- Section 18.0 herein. It is estimated that Area 15 will contribute an average day flow of 21,00G± gallons, and a peak day flow of 40,000± gallons. This land use and flow data is detailed under Table 15A herein. A proposed preliminary sewer main layout indicated that this area will require approximately 9,200-+ linear feet of sanitary mains, including all appurtenances, as well as a sewage pump station and approximately 2, 3 00-± linear feet of force main. A preliminary cost estimate to construct sewage disposal facilities for this subarea is detailed under Table 15B herein. Total Project Costs for this subarea are estimated to be $3,111,250. Annual Costs Per Benefit Unit are detailed under Section 18.0 herein. PREPARED BY: PAGG15 MARTIN & DEL BENE, LLP. ,ONSULTING ENGINEERS AND LAND SURVEYORS 56 MAIN STREET POUGHKEEPSIE, NEW YORK 12601 -------------------------O 90 FIGURE 15: REMAINING ALL ANGELS LOTS PAGE: f SCALE: I DATE: 81 1 low = 600" 1 5/10103 TABLE 15A: AREA 15: RE ALL ANGELS LOT (NORTH} - -- LAND USE, FLOW & BENEFIT UNIT DATA .............. ............ ... ... .. .............. --- ---- ......... ........ . ..... ................................. ....... ......... .. ............. ............ ........ . ........ . . . . . . . ............. ........ ............ . . . . . . . ........... ....... !gg .... . .. .... A.M. .. . . ........ .................. ................... ....... ................... ......... .............. .............. ...... .. ...... ..... . ..... ..... . ....... .................... ... ........ . ...... a d. h ...... ....... . ......... 6258-02-528914 210 Residential,, I Family 320 608 1.20 129000 'I Lo 6258-02-547894 210 Residential, 1 Family 320 608 1.1 115,000 Lo 6258-02-559880 210 Residential, 1 Family 320 608 1.0 135,7000 1.0 6258-02-570869 210 Residential, 1 Family 320 608 1.2 145,000 1.0 6258-02-580853 210 Residential, 1 Family 320 608 1.4 126,500 1.0 6258-02-548819 210 Residential, I Family 320 608 1.5 120.1)000 1.0 6258-02-537830 210 Residential, 1 Family 320 608 1.9 164,000 1.0 6258-02-534864 210 Residential, 1 Family 320 608 1.6 1451p000 Lo 6258-02-517893 210 Residentiall 1 Family 320 608 1.0 125.5000 1.0 6258-02-510875 210 Residential, 1 Family 320 608 .99 109N0 1.0 6258-02-511846 320 Vacant Residential 320 608 3.27 6,000 1.1 6258-02-539535 210 Residential, 1 Family 320 608 1.67 193,200 1.0 6258-02-566547 210 Residential, 1 Family 320 608 1.39 87.2400 1.0 6258-02-540568 210 Residential,, 1 Family 320 608 4.95 141,504 1.6 6258-02-530596 210 Residential, 1 Family 320 608 2.00 119,504 1.0- 6258-02-529613 210 Residential,, 1 Family 320 608 .79 87,504 1.0 6258-02-523624 210 Residential, 1 Family 320 608 1.03 101,000 1.0 6258-02-518637 210 Residential, 1 Family 320 608 479 99,500 1.0 6258-02-505607 210 Resi*&ntial, 1 Family 320 608 .91 104,500 1.0 6258-02-508655 210 Residential, I Family 320 608 84 101,500 1.0 6258-02-511740 210 Residential,, 1 Family 320 608 .87 86,500 1.0 6258-02-512754 210 Residential, I Family 320 608 .82 115N0 1.0 6258-02-511767 210 Residential, I Family 320 608 .53 82fl00 1.0 6258-02-511777 210 Residential, I Family 320 608 .48 74,500 1.0 6258-02-513787 210 Residential, 1 Family 320 608 .79 88,500 1.0 6258-02-512805 210 Residential, I Family 320 608 1.50 118,040 1.0 6258-02-501822 210 Residential I Family 320 608 .60 91,500 1.0 6258-02-552631 220, Residential, I Family 320 608 1.78 161,000 1.0 6258-02-569612 210 Residential, 1 Family 320 608 1.70 137,000 1.0 6258-02-572600 210 Residential, 1 Family 320 608 .72 97,500 1.0 6258-02-587587 210. Residential, 1 Family 320 608 2.45 170:p000 1.0 6258-01-325728 311 Vacant Residential 320 608 59.30 79,800 0.8 6258-01426798 210 Residential,, I Family 320 608 .93 94'X0 1.0 6258-01435802 210 Residential, 1 Family 320 608 1.09 75,500 1.0 6258-01-445812 210 Residential, I Family 320 608 1.30 85,500 1.0 6258-01-457822 210 Residential, 1 Family 320 608 .65 99,000 1.0 6258-01-465828 210 Residential, 1 Family 320 608 .71 93,000 1.0 6258-01-476838 210 Residential, I Family 320 608 1.20 90,500 1.0 6258-01-477812 210 Residential, I Family 320 608 .73 76,500 1.0 6258-01-478796 210 Residential, 1 Family 320 608 2.20 108,040 1.0 6258-01-473782 210 Residential, I Family 320 608 1.05 104.000 1.0 6258-01-476773 210 Residential, 1 Family 320 608 .84 83.7000 1.0 6258-01-478763 210 Residential, I Family 320 608 .78 110,900 1.0 6258-01-480752 210 Residential, I Family 320 608 .81 85,000 1.0 6258-01-476725 210 ResidentiAl. Family 320 608 1.50 92:0500 1.0 -82- .................. ............ .......... .......... ........ ........ ........ . . . . . . . . . . . . . . . . . . . 6,6 : " XX .......... _N T .......... S.D. S..1 U 6 Old- . . ..... NO - . .......X -ed e.d.4 �,, i'i ................... d ......... .............. 4.1 E ............ .................. 1.0 .......... .. ........ 4 ......... d.. d ..... ...... . . .... ....... .......... .......... ME .. ........ d . . .... d ............. ... ........... ... .. 6258-01477712 210 Residential, 1 Family 320 608 1.09 95,000 1.0 6258-01-481600 210 Residential, 1 Family 320 608 1.00 104,000 1.0 6258-01486688 210 Residential, 1 Family 320 608 .93 92.7500 1.0 6258-01491676 210 Residential, 1 Family 320 608 .90 100,000 1.0 6258-01-496666 210 -ResidentiaL, 1 Family 320 608 .87 127500 1.0 6258-01-491636 210 Residential,, 1 Family 320 608 1.29 130,000 1.0 6258-01.472622 210 Residential, I Family 320 608 1.74 122,000 1.0 6258-01-442610 210, Residential, 1 Family 320 608 3.12 112,500 1.2 6258-01-432667 590 Parks (2 Toilets) 800 1520 12.71 50,000 0.5 6258-01-376680 311 Vacant Residential 320 608 8.16 13,500 2.0 6258-01-373624 590 Parks (2 Toilets) 800 1520 9.06 60,300 0.6 6258-01-425568 311 Vacant Residential 320 608 9.05 15.1000 2.2 6258-01-473586 210 Residential., I Family 320 608 1.58 117,000 1.0 6258-01492597 210 Residential, 1 Family 320 608 1.22 122,3000 1.0 6258-01-460542 151 Tree Fruits 320 608 25.88 .25 .7000 0.3 6258-01-224668 210 Residential, I Family 320 608 0.97 91,000 1.0 6258-01-225680 210 Residential., 1 Family 320 608 0.95 65,500 1.0 6258-03-482460 151 Tree Fruits 320 608 34.54 183;000 1.9 TOTALS FOR AREA 15 (63 LOTS) 21J20 40,128 $69479,600 76.9 Note: See Section 18.0 for Benefit Unit Calculations SUE TABLE 15 B: Note: All costs are based on April 2003 Prices AREA 15: REMAINING ALL ANGELS LOTS(NORTH) .. .......................................... ................ ..... '. . .............. .. . ....... :..; ; ......... .. ..... . ...... ................ ................... ............. . .............. ....... . ... ........... I ..... % ...... ....... ...................... ....... ?: ..................... . . . . . . . . . . . . . . . . . . . .. . . . . . . ... '%'::. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :A .. .; .:. . . . . . . .. ............................... .. ............................. ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................ ............. ..................... . . . . . . . . . . . . . . . . . . . . Nx, . . . . . . . . . . . . . . . . . .. .. . . ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ... . . . . . . . . . . . . A: . . . . . . eN� % . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •'.L •.ti•. ..L . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . - - -- - - - - - - - - - - - - - :•:Ltiti•: ••.tt '.LS•: 1'. .t:•.Y: • .t • • •Y'..:L•: .t:•: ........... . •:L:•: .:•:{•:•:::: r:. . . . . . . . . . . . . . .. C .''�••::'OST ' L•: : :v'•. �.• :'':.:•.. . .................... ... ...':1 ...... .... . :.t•.• .............. .LS•.LY: .•.•:.:•:•:::• •::.:::. . •:{•:{ . .......... ALL ':•:.t�:: ......... .S ..:..L .. • All Angels Hill Road — Mains & Appurtenances 32300 L.F. $ 225ILF $ 7421500 • Briar Lane -- Mains & Appurtenances 1,500 L.F. $ 200/LF $ 3002000 • Widmer Road — Mains & Appurtenances 1, 5 00 L.F. $ 200/LF $ 3001000 • Brook Place — Mains & Appurtenances Soo L.F. $ 2001LF $ 1602000 • Easement Widmer — Briar Pump Station 2,100 L.F. $ 150/LF $ 3151000 TOTAL LENGOF PIPE 92240 L.F. • Pump Station & Generator 1 EACH $100,000/EA $ 1001000 • Force Main to Myers Corners Road Gravity � Y 2,300 L.F. $ 1501LF $ 3457000 • SUBTOTAL $ 22262,500 + + 10% CONTINGENCIES $ 226,500 + CONSTRUCTION COST $ 2,489,000 • + Design (9%) $ 224010 • + Inspection (8%) $ 1992120 • + Legal (4%) $ 99,560 • + Miscellaneous (3.5%) $ 87,115 • +Permit Process (0.5%) $ 12,445 • TOTAL PROJECT COST — AREA 15: REMAINING ALL ANGELS LOTS $ 331119254 Note: All costs are based on April 2003 Prices 17.0 OPTIONAL AREA 16: FOwLERHOUSE ROAD SUBAREA: PROPOSED SEPYTCE AREA P EYEPS': Optional Area 16 consists of the following proposed users. The limits of Area 16 are detailed on Figure 16 herein. • Fowlerhouse Road . • South Fowlerhouse Road • Card Road • Peggy Lane ' • A portion of NYS Route 9 Optional Area 16 consists of approximately 59 lots, comprising a total of 67.8 Benefit Units. Benefit Unit calculations are included under Section 18.0 herein. It is estimated that Area 16 will contribute an average day flow of 29,000--i= gallons, and a peak day flow of 55,000± gallons. This land use and flow data is detailed under Table 16A herein. A proposed prey sewer main layout indicated that this area will require approximately 4,500± linear feet of sanitary mains, including all appurtenances, as well as a sewage pump station and approximately 1,400± linear feet of force main. A preliminary cost estimate to construct sewage disposal facilities for this subarea is detailed under Table 16B herein. Total Project Costs for this subarea are estimated to be $126621500. Annual Costs Per Benefit Unit are detailed under Section 18.0 herein. ORT r tz. ti� 4 0 of . . ......... Ix' I :. � PROPOSED ... . . I PUMP STATION .. .. ........... .....' 1:::........ . ..... ..... .. ... ...... ........ .... '. ...... .:... SUS .... -. .: ,..L . .1 ... 6 ....... ....... _ .. . . .::..:.:... :.:.:.....:..... ...:........... ..: ....... ... ... ' R:• ... ••:�$ :.. . .. " ............. . A� _ ....=........... 4.4 -... " .. .............. .. ............. ....... .... .. ..... ...... ~ D*Dy��'' ' ....... .. .. .. :'• co off° r,...: lf- .. io . �ovv tat Gag 00 PREPARED BY: PAGE: SCALE: DATE: PAGG15 MARTIN & DEL BENE, LLP.FIGURE 16MNSULTING ENGINEERS AND LAND SURVEYORS 56 MAIN STREET FOWLE R�Ou � 1 v* = 300' J� /10/03 PG[]GHKEEPSIE NEW YGRK 1260-1� E ���D S L� BAREA TABLE 16A: AREA 16: FOWLERHOUSE SUBAREA LAND USE, FLOW & BENEFIT UNIT DATA ............ -- ------------ ------------- --------.............. . ....... . ... .... ..... . ... ... .... ........... .......... . . . G . ....... .. . .... ------ ..... T.- ....... . ..... ... . ..... ...... ... ..... ...... . . .T .............. ........... ......... .... .. . .... ......... .... . ...... ....... ..... .......... ............... :;: U ....... .................................. ...... ......... ...... ................. ... ........................... Xx'm 6157-03-422320 210 Residential, 1 Family 320 608 .34 114,500 1.0 6157-03-429338 210 Residential, 1 Family 320 608 .47 102,000 1.0 6157-03-438334 210 Residential,, 1 Family 320 608 .34 119,900 1.0 6157-03-446329 210 Residential,, I Family 320 608 .32 102,000 1.0 6157-03-455326 210 Residential,, I Family 320 608 .36 87,500 1.0 6157-03465319 210 Residential, I Family 320 608 .33 841N0 1.0 6157-03475317 210 Residential, 1 Family 320 608 .37 110,000 1.0 6157-03484316 210 Residential, 1 Family 320 608 .31 96,000 1.0 6157-03-546298 330 'Vacant, Commerical 3270 6213 5.0 MOO 0.6 6157-03-520274 210 Residential, 1 Family 320 608 .35 64,000 1.0 6157-03-534275 210 Residential, 1 Family 320 608 .39 98,000 1.0 6157-03-549275 210 Residential, 1 Family 320 608 .42 101,000 1.0 6157-03-564276 210 Residential, 1 Family 320 608 .53 77,500 1.0 6157-03-579276 210 Residential, I Family 320 608 .49 70,000 1.0 6157-03-526258 210 Residential, 1 Family 320 608 .57 105.00 100 6157-03-544258 210 Residential, I Family 320 608 .38 67,700 1.0 6157-03-562257 210 Residential, 1 Family 320 608 .43 84:000 1.0 6157-03-572259 311 Vacant Residential 320 608 .29 505000 0.8 6157-03-556249 210 Residential, I Family 320 608 .34 67,500 1.0 6157-03-549243 210 Residential, I Family 320 608 .34 101,000 1.0 6157-03-542236 210 Residential, 1 Family 320 608 .34 67,000 1.0 6157-03-525248 210 Residential, I Family 320 608 .34 93,000 1.0 6157-03-513242 210 Residential, I Family 320 608 .34 K%o 1.0 6157-03-520235 210 Residential, 1 Family 320 608 .32 110,7000 1.0 6157-03-528228 210 Residential, 1 Family 320 4104 .30 91,300 1.0 6157-04-570395 455 Retail Dealership 2160 7315 3.64 1,075v004 11.5 6157-04-539374 330 Vacant Commercial 3850 608 5.899 500:0000 5.3 6157-04-572348 210 Residential,, 1 Family 320 608 .33 66:500 1.0 6157-04-562345 210 Residential, 1 Family 320 608 .34 93:500 1.0 6157-04-552342 210 Residential, 1 Family 320 608 .34 104,7500 1.0 6157-04-543340 210 Residential, 1 Family 320 608 .34 103,004 1.0 6157-04-533339 210 Residential,, 1 Family 320 608 .34 90,500 1.0 6157-04-523338 210 1 1 Family Residential, 320 608 .34 68000 1 1.0 6157-04-512337 210 Residential,, 1 Family 320 570 .46 106,7000 1.0 6157-04-579313 433 Auto Body/Tire 300 608 1.0 285,7000 3.0 6157-04-573325 210 Residential, 1 Family 320 608 .43 765500 1.0 6157-04-562324 210 Residential, I Family 320 608 .34 88,800 1.0 6157-04-554321 210 Residential, I Family 320 608 .34 71,500 1.0 6157-04-544320 210 Residential, 1 Family 320 608 .34 93,500 1.0 6157-04-534319 210 Residential, I Family 320 608 .34 76,000 1.0 6157-04-524319 210 Residential, 1 Family 320 608 .34 93,000 1.0 6157-04-514317 210 Residential, 1 Family 320 608 .37 100,000 1.0 6157-04-495321 210 Residential, 1 Family 320 608 .34 99,000 1.0 6157-04-496313 210 Residential, 1 Family 320 608 .32 101,500 1.0 87 . . . . . . . . . . . . . . . . . . . . . . . . . • :;:;••• 1 •U. F .......... ........ ...................... ............... ................. . . . . . . . . . . • . . . . . . . NoX ............ v n .............. .......... o .......... ...... o... 6157-04-497297 210 Residential, 1 Family 320 608 .34 100,000 1.0 6157-04-485293 210 Residential., 1 Family 320 608 .35 99,000 1.0 6157-04-475294 210 Residential, 1 Family 320 608 .45 101,500 1.0 6157-04-462300 210 Residential,, 1 Family 320 608 .45 95,000 1.0 6157-04-452305 210 'Residential, 1 Family 320 608 .36 97,900 1.0 6157-04-442310 210 Residential, 1 Family 320 608 .38 79,7000 1.0 6157-04-432315 210 Residential, 1 Family 320 608 .38 125.1000 1.0 6157-04-595254 311 Vacant- Residential 320 608 .22 11,500 1.0 6157-04-588253 311 Vacant, Residential 320 608 .14 1,404 1.0 6157-04-584247 210 Residential, 1 Family 320 608 .34 60,504 1.0 6157-04-576241 210 Residential, 1 Family 320 608 .34 85P0 1.0 6157-04-568234 210 Residential, I Family 320 608 .34 58,000 1.0 6157-04-561228 210 Residential., I Family 320 608 .34 91,000 1.0 6157-04-553222 210 Residential, 1 Family 320 608 .34 68:1500 1.0 6157-04-582220 464 Office (18,000 SF) 1800 3420 3.1 493,000 5.3 TOTALS FOR AREA 16 (59 LOTS) 287980 55,062 $691009100 67.8 Note: See Section 18.0 for Benefit Unit Calculations 514011,690 TABLE 16B: Note: All costs are used on April 2003 Prices :E AREA 16: FOWLERHOUSE ROAD SUBAREA ........... ....................... ...... ............... ................. . ................................ ..... ... :........... .. ::: ...... .. ........ ... ........ ......... ....... ::.......... ...... ..... . ..... . .. .. . .... ....... .:;r.. :tiff :. ......... .... . . . ... : ti:....... .. .......... ... . :.. ............... . SSS •.L . ................ SSS•: :SSS � .• ::{{tit•:{•: 'h'.• rY•.• 4:'.:{S •:Y:• SS:4:•:• ••:4 • •:•{ ..t ... ':ti•:rti t:;.Y.� �.�.L;r..'.. .:.t .......LS•:•::{t{•:S : ::{'::• 444•.•.•.•.•.•:. .:...•.• • • rSStt ::::: •: .•:. •'{'' 4 r4•.S ;rte....•. tib{ •: ':C� • •��t� {: ......... ................ :ti•:: ie'r4ti'i{:{':tid ••rti:4� • •�L{•:ti•: ':L ••L•. {6••: ' `: :•:::•:": i :'::• ': �'r•:•: S "� :4: :.tt•. •.S'.:S :tS•.YSS � '' ..:5 . •:SS RS•: YS•.:• • i{S :CS � r4' ••ti :• {•'!.: . •.Lt•.•. .:::•: . ............. {•:.:• . S� ti•: {� :•.:•:':•.� ::� :':•:•:til.:' :••:•:':•:':•%'%•:•:•: {i •:{•:••:{t•: �:{tt :{':{ � � :;: :�': ..L :s•. :{ •:�: %:tint•:.:•.{t{:{{{{:{ :?:�:� : =:•: =s =:•:::: :� ': �';:;:� ;:;:}}� }::::......... . .{tt '::{{•:•:':•:•: tis: :�' � ': •:•::: '.•.:tib �::�: ............... ss%s �:i'r: � :%:%:- tip: r * Fowlerhouse Road -- Mains & Appurtenances 1,000 L.F. $ 200/LF $ 2001000 * Peggy Lane -- Mains & Appurtenances 12000 L.F. $ 2001LF $ 200,000 • Card Road — Mains & Appurtenances 500 L.F. $ 200/LF $ 1202004 * South Fowlerhouse -- Mains & Appurtenances 1,100 L.F. $ 200/LF $ 220,004 * Route 9 -- Mains & Appurtenances 400 L.F. $ 2501LF, $ 100,000 * Card to Peggy Lane Easement 400 L.F. $ 150/LF $ 60,000 TOTAL LENGTH OF PIPE 41) 500 L.F. * Pump Station & Generator 1 EACH $10010001EA $ 100X0 * Force Main to Wapp g in er Park 12400 L.F. $ 150ILF $ 210,000 * SUBTOTAL $ 1,210,000 * + 10% CONTINGENCIES $ 120, 000 * CONSTRUCTION COST $ 1,3301000 * + Design (9%) $ 1191700 a + Inspection (8%) $ 1062400 * + Legal (4%) $ 53,200 a + Miscellaneous (3.5%) $ 46,550 * + Permit Process (0.5 %) $ 6, 65 0 • TOTAL PROJECT COST — AREA 16: FOWLERHOUSE ROAD SUBAREA $ 1,6629500 Note: All costs are used on April 2003 Prices :E C 00 V-4 N C*7 C1 �0 00 M [� [� 01 00 � ::::: +-•�+ tya �--i kn G cn cn do r -f tt o N C> tp eq C4 r t► 0 N 0 �o 00 a O� 01 C er `D 00 d' ef' en Xo4X P-4 00 Y. 00 kn ON `d 00 OCA r+ V1 e#• ►•� �16 N N Cf) OMG "-4ty cn N t� N �► r-4�' toy a a a a o C) a o a o 0 0 0 do C4 C) o ►n o 0 0 0 o a a N M n r� oircry f�'t� cn D0 n 06kn N ':= o ry, 00 c*� r� t� CrA 00 .--� a �--� N OAC] 0m0 ': G C� OG OC a ri Cry Cy en 00C4 C4 CN W) DO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c� X." C7 0 M M 00o �n o 0 00 to- M ca tai M ry 00 kn �o o cti to 00 N 00 C4 1.000 �• o o a� r� �d• N N et M. to kn tiD �%o N N M zt G1 .•• Cl% r� �"�� lel Wlw 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a 0 0 0 0 0 0 o a n n n n w n n n n n n n n n o �: •••••�• o �' � W) rn er et N 00 �D r--� 00 N :•.�::::::0 � � tic N 00 o CIS} w n w n V- 00w w w w n Q N t*'� ^ n r -I N .•...::::. 0 o v o 0 0 0 0 0 v 0 0 0 0 o o �''���;��'��� 0 0 trn rn ,n o o v o �n o a :. o � a o � o �n •' to to N o o N 'n rn N W) n N c opo '� M � ''' •' W)00 �t• M o �o �r �--� CN It :�'��'•N C14 N �o tri cn 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �' ''= •' o a o a o 0 o n o 0 o v '•0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a O w n �► � n � � " � c� [— t— G N 00+ r- 110 v -i C%i o" N n N •' 0 0 0 0 0 0 0 0 0 o a o a o 0 0 0 0 0 0 0 o v o 0 0 0 0 0 0 0 n n n n n 61% n n n n n ., n n n � N v7 �n o0 Cy rl o cn rr7 er �D o et r--+ CT N �' cn [� N c� �p M *� �+ M �—+ �D d• �D N N "NEI (] in 00 [� C� o p ty d' t'*M (7N� 01 00 r --r v ?C?: P-4O� to o 00 00 \D kn r-� i--1 r --t x :::M: ct Cis Cl*.......... •� Q �j 0 03 rcl P-4 G1 A p v v cilO 4-4 ce ca �,., cd cd cd "�+ cd 6.4 -S C/2W rn ua pix po cncn rn ,e ul Arm V) U2 cc rn rel vi .4 = ,� N r --q "-4 r-+ r--1 r -i e--4 P-4 1"I COST PER BENEFIT UNIT DATA .. ....... ............ . .. . .. ........... ... .... � ....... . . .... �: ....... ..... .. . . . ....... . ....... ..... . ............. `': .................... ... .��� 1 ......... ....................... .... • Single Family Dwelling Unit on a Lot Less than 2 Acres: 1.0 B.U. • Vacant Residential Land — 2 Acres or Less: 0.8 B.U. • Vacant Residential Land in Excess of 2 Acres: 0.2 B.U./Acre • Condominium, Apartment or Multi-Family Dwelling: l.o B.U. Industrial, Commercial, Institutional (ICI) benefit units are calculated by dividing the number of residential benefit units by the percentage of residential assessment. This equals the total number of benefit units. The ICI benefit units are then calculated by subtracting the known number of residential benefit units from the total. This gives the number of ICI benefit units. ICI benefit units are then divided up by the percentage of assessed value. . ......... f.......... n_ r=.. . .... ..... ......................... .............. ��: ...0 • Residential Benefit Units = 1577.1 B.U. • Estimated Residential Assessment = $ 148, 062,900 (76.32%) • Estimated Commercial Assessment = $ 45,928,3 00 (23.68 %) • Total Estimated District Assessment = $-19329913200 100 % • Commercial B.U. Calculation = 1577.1 (Res. B.U.) 0.7632 (Residential Assessment) = 2065.4 BU Total • 2066.4 B.U. Total —1577.1 B.U.(Residential)----------------- = 459.3 B.U. Commercial .......... ..... .. . -- ---- . .......................... ........... . ..... . ........................................ .......... .'`....... . . ...... ....... ....... .- - '* EFF `= ......... :: . ................... .... ....... ..... .............................. .................. .................. ................ - ------ ................... ............... .. ........... . ................. . ............. .................. ............. ................... ................ .................... .................... ..... .................. . ......... ..... .................................... .............................. ....................................... --------------- ------- . ......... . ::: ........ • Total Project Cost — $ 47,000,000 • The Estimated Annual Level Debt Service on $ 47, 000, 000 for a period at 20 years at an annual interest rate of 5.0%, and utilizing DwSRF financing. = $1,504,000± (Principle)+$ 2,350,000 (Int) - $ 775,500 (Subsidy) = $3,078,500 (Total) • Annual Cost Per Benefit Unit is Calculated to be: $ 330783500 $ 1,490± Per Benefit Unit 2056.4 B.U. -91_ 19.0 LAND USE -- FLOW DATA ASSUMPTIONS: In order to estimate cumulative flow data from each individual subarea herein, it was necessary to make certain regarding assumptions din how various land use p g g categories contribute flow. Land use categories and the estimated flow from each type land use are listed as follows. It should be noted that all peak day flow figures were calculated as the average day flow times a multiplication factor of 1.9. If existing flow data is documented (i.e. as specified in SPDES permit, etc.), then the permit flow was utilized as the average day flow. If the parcels in question are built on, but currently vacant, it is assumed that these units will be re -occupied at the same density. Vacant commercial land is assumed to be developed at a density of 15% (building area to lot area ratio.) . 92