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Home My WebLink About(3) Reconn HistoricResourcesSurveyReport.pdf Final, NYSHPO CRIS Submission for 21PRO4396 Strong's Yacht Center - Proposed Boat Storage Buildings, Reconnaissance-Level Historic Resources Survey 5780 W. Mill Road, Hamlet of Mattituck, Town of Southold, Suffolk County, New York Prepared for: Strong's Yacht Center Attn.: Jeffrey Strong 5780 W. Mill Road Mattituck, NY 11952 631.786.1392 jeff@strongsmarine.com Prepared by: Carol S. Weed (CSW13108), Principal Investigator 50 Saw Mill Road, Unit 15326 Danbury, CT 06810 646.276.2460 July 2021 Project � Summary ~ SNPO Project Review Number: not assigned Involved City,State and Federal Agencies:Town of Southold Planning Board (SEQRA),Town of Southold Trustees, Suffolk County Department of Health Services, and the New York State Department of Environmental Conservation (NYSDEC) Phase of Survey: Phase |AAssessment. Location Information Location: Hamlet ofMattituck Minor Civil Division:Town ofSouthold County: Suffolk Survey Area (Metric& English) Length: construction excavation area maximum 47O feet(143 meters) N'S;temporary haul road l4S4feet /443 meters) end tuend. Width: construction excavation area maximum 376 feet(114 meters) E-W,temporary haul road 10-16 feet (ca. 3'5 meters). Depth (when appropriate): not applicable Number of Acres Surveyed (when appropriate): not applicable (the CEA and temporary haul road were walked twice) Number of Square Meters and Feet Excavated: not applicable Percentage of Site Excavated: not applicable USGS 7'5 Minute Quadrangle Map: K4attituck HiUs7.S-rninuta quadrangle Archaeological Survey Overview G9R Survey Blocks: none Plow Strips: none Number&Size of Units: none Width of Plowed Strips: none Survey Transect Interval:judgmental walkover to assess existing conditions in the proposed construction excavation area ([EA), along a temporary haul road, an in-marina haul route, and new utilities and minor constructions in the 3YC marina and along VV. Mill Road. Results mf Archaeological Survey Number& Name of Archaeological Sites identified: none Number& Name of Historic Sites identified: none Number& Name of Sites Recommended for Phase ||/Avoidance: n/a Report 8uthmr(s): Carol 5. Weed, K4.A. (RPA#9O9090) Date of Report:July 203l Table of Contents ProjectSummary.....................................................................................................................i Tableof Contents..................................................................................................................ii Listof Tables........................................................................................................................iii Listof Figures(Appendix A).............................................................................................iv List of Photographs(Appendices B and C).......................................................................v List of Photographs (Appendices C,D,E).......................................................................vi List of Photographs (Appendices E,F)............................................................................vii List of Photographs(Appendix F)...................................................................................viii ExecutiveSummary...............................................................................................................1 Administration and Regulatory Approvals........................................................1 ProjectDetail....................................................................................................2 ReportOrganization.........................................................................................4 Methodsand Results.............................................................................................................8 Literature Review and Walkover Methods.......................................................8 Environmental and Historic Contexts...............................................................9 Environmental Context........................................................................9 HistoricContext.................................................................................11 Buildings/Structures Subject to Reconnaissance-Level Review ...................13 Evaluation Considerations................................................................13 SYC Complex: Buildings and Structures (Appendix C)....................14 West Side Adjacent Parcels (Appendix D) .......................................15 West and East Side Viewshed Parcels (Appendix E).......................19 Previously Inventoried Resources Identified in Town of Southold Final Scope (Appendix F) .................................................................21 Assessment Conclusions and Recommendations..........................................................25 ReferencesCited..................................................................................................................26 Appendix A-Figures Appendix B-Photographs:Project Site Appendix C-Photographs:SYC Buildings/Structures Appendix D—Photographs:West Side Abutting Boundary Parcels Appendix E—Photographs:West and East Side Viewshed Parcels Appendix F—Photographs:Previously Inventoried Properties Identified in Town of Southold Scope Appendix G—Town of Southold/Mark C.Tweedie Resource Forms ii List of Tables Table No. Description Page 1 Indirect Effect and Town Final Scope Properties ................5 2 Data Sources Used and Data Obtained ..............................8 3 One Mile Context Area Building/Structure USNs ..............11 4 SYC Complex Building Setting, Number, Function, and Built-by Date ...................................................................... 14 List of Figures (Appendix A) Figure No. Description 1 Project Location (USGS Mattituck Hills 1956) 2 SYC, Abutting, and Viewshed Parcels with Address#s 3 Excavation Phasing Plan (Plan Sheet 9) 4 Upland Section Phase 1 Temporary Haul Road (Plan Sheet 10) 5 Utility Plan North of Bldg. 6 (Plan Sheet 5) 6 Utilities and Minor Project Elements South of Bldg. 6 (Plan Sheet 11) 7 1902-1904 Hyde with Current Address Numbers 8 1904 Shelter Island USGS with Project Datum 9 ca. 1905 Mill with Dam (Mattituck-Laurel Library 2014420) 10 ca. 1920s Mill (Mattituck-Laurel Library 2012220) 11 ca. 1940s Mill with Water Tower in Place (Mattituck-Laurel Library 2012463) 12 1947 USGS Mattituck Hills with Bridge 13 1954 USGS Mattituck Hill with Bridge Gone 14 1962 SUFGIS Aerial 15 1978 SUFGIS Aerial 16 1984 SUFGIS Aerial 17 2001 SUFGIS Aerial 18 2013 SUFGIS Aerial 19 USDA WSS Soil Map 20 Mill Road Preserve Path Map B-1 Project Site Photo Key C-1 SYC Buildings/Structure Photo Key D-1 West Site Abutting Boundary Parcels Photo Key E-1 West and East Side Viewshed Parcels Photo Key F-1 Previously Inventoried Properties Id'd in Town Scope Photo Key iv List of Photographs (Appendices B and C) Photo No. Description B1 Project Site CEA, looking NE from the bluff across SYC Bldgs. 7 and 8 B2 Project Site CEA, looking SE from the bluff across SYC Bldg. 8 B3 Project Site CEA, looking at the bluff west of Bldg. 7 B4 Project Site CEA, looking across the CEA valley slope ridge and swale topography B5 Project Site CEA, tire in spoil bank B6 Project Site CEA, geotechnical bore location B7 Project Site, Temporary Haul Road, looking S downslope across the 40, 30, and 20 ft. AMSL contours B8 Project Site, temporary Haul Road, looking W across successional shrublands B9 Project Site, Temporary Haul Road, looking NE across the ATV berm B10 Project Site, Temporary Haul Road, looking north along W. Mill Road from the north side of the haul road entrance/exit B11 Project Site, Main Water Line, looking W from the intersection of Naugles Rd. (right) and W. Mill Rd. (left)with USN 10310.000347 in background B12 Project Site, Main Water Line, intersection of Naugles Rd. (left) and W. Mill Road looking E B13 Project Site, Secondary Water Line, looking NE across the backyard of 5104 Mill Rd. (SYC Bldg. 1) B14 Project Site, Secondary Water Line, looking NE at the water line route with SYC Bldgs. 5 and 6 downslope B15 SYC, looking W at Bldgs. 2 and 3 from 80 E. Mill Road dock B16 SYC, looking SW at Bldgs. 6, 7, and 8 from 80 E. Mill Road dock B17 SYC, the location of now-demolished Bldg. 4. It was right of the ladder. B18 SYC, North Dry Dock without lift, looking E/NE B19 SYC, zinc plates on boat hull and rack B20 SYC, current emergency access road that east-west between W. Mill Road and Mill Road B21 Project Site, looking N at the Stabilized RCA Shoulder grass strip on the east side of W. Mill Road C1 SYC Building 1, residence, looking N/NE at front facade C2 SYC Building 2, office, looking SE at the north and west facades C3 SYC Building 3, maintenance, looking NW at the east facades C4 SYC Building 3, looking NW at the south end of Bldg. 3 which is formed by the old City Island hangar C5 SYC Building 5, storage, looking at the north facade v � ° � _ � ��_ N_ �� N�� U�U�N��N��U��2 �w" ~^~. .~ ��m�0��w" �� (Appendices �� _ �_�� N�~� � � Photo No. Description C8 SYC Building S. maintenance and storage, looking NW at the south and east facades C7 SYC Buildings S and 7 and South Dry Dock, looking south. The dry dock lift is left ofBldg. 7 in picture rear C8 SYC Building 7. maintenance and storage, looking SVVatthe north and east facades C9 SYC Building 8, maintenance and storage, looking SW at the north and east facades C10 SYC Building 8. looking SVVat the roof detail between the annex(|oft)and the main building (right) C11 SYC North Dry Dock with lift, looking E C12 SYC boat slips, looking N U1 800 North Drive, looking Eat the west facade D2 800 North Drive, looking S from the CEAat the north facade D3 800 North Drive, looking SE from the bluff at Bldg. 8 and 80U North Drive D4 805 North Drive, looking NVVat the east(hnnt)facade D5 805 North Drive, looking SVVei the east and north facades from the base of North Drive which is the top uf the filled inlet's south slope DG 805 North Drive, looking SVV from the south end of the CEA D7 Mill Road Preserve perimeter path looking NVVat the backyard of2010VV. Mill Road D8 2010VV. Mill Road, looking SEat the north (hont)fagadeofthe house DQ 338UVV. Mill Road, looking SEat the platform water tower D10 338OVV. Mill Road, looking NEat the platform water town and the adjacent accessory building D11 3380 W. K4i|| Road. looking NVVatthe accessory building south hnyade and the adjacent platform water tower D12 4QOOVV. Mill Road, looking SEat the north and west facades of the house D13 40OOVV. Mill Road, looking SEat the west tegadeand outbuilding to picture right. D14 5550VV. Mill Road, looking SEat the north facades ofthe house (|eft)and garage (right) D15 587UVV. Mill Road, looking SE and the north and west facades D18 51U2 Mill Road, looking E/NEat the west(frunt)fagadeofthe house D17 51U2 Mill Road, looking E/SEat the house and support sheds O18 5108 Mill Road, looking Eat the garage (|eft)and house (right) D10 51U8 Mill Road, looking N from the CEAtothe south facade List of Photographs (Appendices E, F) Photo No. Description E1 4105 W. Mill Road, looking SW at the east and north facades of the house and the east fagade of the barn E2 4105 W. Mill Road, looking W/SW at the east and north facades of the barn E3 4105 W. Mill Road, looking W at the east fagade of the art studio E4 4105 W. Mill Road, looking NW at the east and south facades of the house from the east side of W. Mill Road E5 4105 W. Mill Road, looking NW at the house from approximately 100 ft. southeast of the house. E6 Overview, E. Mill Road parcel group with address numbers E7 15 E. Mill Road (USN 10310.000350), looking NE at the south and west facades from the office dock at SYC E8 15 E. Mill Road (USN 10310.000350), looking N at the south fagade of the house from 80 E. Mill Road dock E9 80 E. Mill Road dock looking SW toward SYC E10 200 E. Mill Road support building looking W/SW E11 Looking E at 100, 200, 220 E. Mill Road from SYC E12 Looking SE from the bluff west of Bldg. 8 toward 750 E. Mill Road (Fox Hill) on the 30 ft. terrace on the east side of Mattituck Creek E13 3331 Grand Ave., looking N at the trailer E14 3331 Grand Ave., looking NW at the northernmost cabin E15 3331 Grand Ave., looking S/SW at the main building (left), the picnic shelter(center), and two additional cabins (right) E16 3331 Grand Ave., looking SW at the picnic shelter(left) and the north facades of the two cabins shown in Photograph E15 E17 3331 Grand Ave., look W/NW at SYC Bldgs. 7 and 8 E18 3329 Grand Ave., looking from the driveway entrance to the house (left)and garage (right) E19 3329 Grand Ave., looking W/NW across the house lawn at SYC Bldg. 8 on the opposing shore E20 3293 Grand Ave., looking SW at the front fagade from Grand Ave. F1 USN 10310.000347, main house, looking NE at the south (front) facade F2 USN 10310.000347, main house, looking NE and the west and south facades of the addition (right) and conservatory (left) F3 USN 10310.000347, main house, looking SE at the west and north facades of the conservatory and the north fagade of the main house vii � ° � _ � ��_ N_ �� N�� U�U�N��N��U��2 �w" ~^~. .~ ��m�0��w" �� (Appendix �` N� Photo No. Description F4 USN 10310.000347. main house and addition, looking SVVot east(|eft)and north (right)facades of the main house and the east fagodonf the addition F5 USN 10310.000347. main house, looking NVVups|opeatthe east and south facades from VV. Mill Road FS USN 1U310.U00347. mntherin-|avv house, looking NVVatthe south and east facades F7 USN 1U310.U00347. mntherin-|avv house, looking SEatthe west and north facades F8 USN 1U310.000347. barn, looking NVVai the south and east facades F8 USN 10310.U00347. barn, looking NEat the west and south facades F10 USN 10310.000347. barn, looking SVVaithe east and north facades F11 USN 1031O.000348. Old Mill Restaurant, looking SEeithe north and west facades F12 USN 1031U.0UU348. Old Mill Restaurant, looking NEat the west and south facades F13 USN 1U31U.0U0348. Old Mill Restaurant, looking Nat the south fagade F14 USN 1U31U.UUU348. from 80E. Mill Rd dock looking VVaiOld Mill Restaurant F15 USN 10310.00034&. Old Water Tower, looking SVVat the east and north facades F16 USN 10310.000340. Old Water Tower, looking NVVat the south and east facades Executive Summary Administration and Regulatory Approvals The Strong's Yacht Center(SYC) (Applicant), represented by Charles R. Cuddy, Esq. (project attorney for Applicant), proposes to construct two boat storage buildings along with associated improvements to support its existing operations at 5780 W. Mill Road, Hamlet of Mattituck,Town of Southold,Suffolk County, NY(Appendix A: Figures 1 and 2). The two proposed buildings are currently named Boat Storage Building No. 1 (Proposed Building 10) and Boat Storage Building No. 2 (Proposed Building 9). Herein,the new buildings are referenced by their proposed SYC building numbers. Building (Bldg.) 9 will encompass 49,000 square feet (sq.ft.) and Bldg. 10 will be 52,500 sq.ft. (see Figure 2).1 The proposed Project Site consists of a 3.9+acre construction excavation area (CEA, Figure 3), a 1,454-ft. (433 m.) long by 16-ft. (ca. 5-m.)wide,temporary haul road (Figures 3 and 4), an in-marina marked access route (Figure 3), and new utilities providing service to existing and new SYC buildings (Figures 5 and 6) (Appendix B: Photographs 131-1321). Two new water lines will service existing SYC Bldg. 1 and the two new buildings (9 and 10), and a new electrical line will service Bldgs. 9 and 10. New elements of an Off-site Wastewater Treatment System (OWTS) also will be developed in the marina area. An application for site plan development was filed with the Town of Southold Planning Board in 2018. On February 8, 2021,the Town issued a Final Scope for the Draft Environmental Impact Statement (DEIS). Minor modifications were made to the Final Scope and that edition dates April 5, 2021. In addition to the site plan approval,the Proposed Action requires permits and approvals from the Town of Southold Trustees (wetlands permit), Suffolk County Department of Health Services (SCHDS; water supply and sanitary disposal); and the New York State Department of Environmental Conservation (NYSDEC)for the State Pollution Discharge Elimination System [SPDES] Permit for Stormwater Discharges from Construction Activity. NYSDEC has reviewed the application and the Applicant has received an Article 25 (Tidal Wetlands) Permit for"select regulated project components and a Non-Jurisdictional determination for all work landward of the 10-foot contour, by permit dated January 31, 2020 (Permit ID 1-4738-01843/0028)" (DEIS Final Scope 2021:1). As regards to cultural resources,the Town of Southold Final Scope (2/8/21; revised 4/5/21) noted that the archaeological sensitivity of the direct impact areas within the Project Site had to be evaluated. In response to this request, a report entitled Strong's Yacht Center-Proposed Boat Storage Buildings, Phase la Archaeology has been submitted under separate cover(Weed 2021a). V ............................................................................. Abbreviations: ac.= acre, acres; cm.=centimeter; CF=cubic feet;ft.=foot,feet; in.= inch, inches; hectare= ha; m. = meter, meters 1 The Final Scope (4/5/21) also stated that the effects of the Project on three NYSHPO inventoried properties located north and west of SYC on W. Mill Road had to be considered. The three inventoried properties hold New York State Historic Preservation Office (NYSHPO) Unique Site Numbers (USNs). The eligibility of these three properties to the State/National Registers of Historic Places (S/NRHP) is presently listed as Undetermined. The properties are: • Robinson-D'Aires House (USN 10310.000347) at 4255 W. Mill Road, • Old Mill Restaurant (USN 10310.000348)at 5775 W. Mill Road, and • Old Water Tower(USN 10310.000349)on Suffolk County Tax Parcel 1000-106-6-4.1 (W. Mill Road) The Town Final Scope (4/5/21) recognized four indirect effects that might result from the implementation of the Project. These effects are changes in air quality, noise,vibration, and viewshed (setting). These indirect affects were considered for the existing SYC buildings/structures as direct impacts will occur within the marina. There also are 20 parcels that either abut SYC parcel boundaries or that might be indirectly affected by proposed Project Actions. Eighteen of these parcels have standing buildings/structures(Figure 2; Appendix D: Photographs D1-D18;Appendix E: Photographs E1-E20). The SYC, abutting, and viewshed buildings and structures, and the three previously inventoried properties called out by the Town are listed on Table 1 that follows and are discussed in Chapters 2 and 3. The Applicant is proceeding with the preparation of the DEIS as part of the State Environmental Quality Review Act(SEQRA) process. As required for inclusion in the DEIS, an initial notice of project (NOP) is being made to the NYSHPO describing the Project. This Phase IA report is being filed concomitant with the NOP. Young&Young Engineering are the site engineers. PWGC is under contract to the Applicant to provide design and environmental work. Carol S. Weed,the cultural resources consultant, is a member of the environmental team and also is under contract to the Applicant. Project Detail The proposed Project includes the construction of two storage buildings similar in function to existing maintenance and storage buildings within the SYC. The SYC marina is located at the terminus of W. MIII Road (aka Cox Neck Road, also Mill Road) on the west floodplain of Mattituck Creek. Topographically,the overall SYC facility includes floodplain, bluff line with abutting valley slope, and upland settings. With one exception, all of the existing SYC buildings are located on the floodplain and fill. The only exception is the single-story residence and garage that is noted as Bldg. 1 on Figure 2 and that is located on the 50-ft.AMSL contour in the uplands. Currently,there is no vehicle access from the marina to the uplands because of the steep bluff on the west side of the marina. The SYC valley slope and upland settings, however, can be accessed from the west and north sides of the SYC property via two maintained roads. The westernmost of these roads is on the east side of W. Mill Road near 4105 W. Mill Road (Photograph B20). It is a limited access graveled route with locked chain link gate. The limited access road could be used as an emergency exit route if W. Mill Road was blocked for some reason south of Naugles Road. The other upland access route is a paved and graveled route that services residences at 5550 Mill Road, 5102 MIII Road, SYC Bldg. 1 (5104 Mill Road) and 5106 Mill Road (see Figure 2). This road originates on the south side of W. Mill Road near that road's intersection with Naugles Road. 2 4t present, there are 7 existing buildings, I dry docks with hoists, and 45+slips in the 5YC complex (Figure 2; Photographs B15'819, also Appendix C: Photographs C1'C1I). The Project will have direct and indirect actions within the SYC complex that could theoretically affect the buildings and dry docks.The Project Actions will include the aforementioned utilities (water, electrical, and sanitary systems). Also emplaced will be inlet protection devices (stormwatercontrn|), a concrete washout pad, and a Phase access route construction entrance (see Figure 6). The section of the SYC property that will be excavated to accommodate the two new buildings is in the southeast quadrant of the SY[ parcel to the west of the marina complex. Overall, this construction excavation area (CEA) is proposed tu measure approximately 47Qft (143m) north-south and 376ft(II4m) east-west. At present,the AMSL elevations within the CEA range from about (ca.) 10 ft. AMSL to 50 ft.AMSL with the lowest elevations in the south quarter of the area (see Figure 3). The CE4\ overall, will be have a final elevation of about 1O ft. (3.3m.) AMSL once 0|d8s. 9 and 2O are erected. The[EA lies west of existing SYC8|d8s. 7 and 8 (Photographs B1'8l). |n order to create usable space for the two new buildings, approximately 134,000 cubic yards will be cut from the[EAxvhich topographically includes a bluff,valley slope ridges and swale, and an upland flat (Photographs 133-134). The cut soil will be hauled from the CEA via a temporary haul road during Construction Phase 1 and, in the construction's later stage (Phase 2)via an in-marina access route. The Phase 1 temporary haul road will run north-south along the west side of the CEA and then east-west across the upland flat to an entrance/exit point on W. Mill Road approximately 145 ft. (44 m.)southeast of 4105VV. Mill Road (saa Figures 3 and 4; Photographs 87'810). The Phase in-marina access route will reach the new building locations along a marked route in the marina running north-south on the east side of8|d0s. 3, 5, 6, and 7 and then east-west into the CEA via the gap between Bldgs. 7 and 8. The existing surface of the Phase 2 marked route will not be broken for the access route either within the marina or along W. Mill Road (see Figure 2). West(W.) Mill Road, however,will be broken for the new water line which will interconnect with the town main near the intersection of Naugles and W. Mill roads (see Figure 5; PhotogruphsB11-B14). For the temporary haul road that will traverse the upper valley slope and the adjacent upland,the depth of disturbance in the upland flat will be approximately 14 in. (X cm.) including 8 in. (20 cm.) of recycled concrete overlying 6 in. (15 cm) of compacted soil. Tier 4 haul trucks will transport vegetation and soil removed from the construction excavation during Phase 1of the work. The north-south section ofthe Phase 1 temporary haul road within the CEA will not be used by the Project after the 9 ft. AMSL elevation has been reached in the east and center sections of the[EA. During Phase 2 construction,that part ofthe Phase 1 road will be destroyed bv further excavation. At that point, all construction dirt, debris, and new materials will leave or access the new building area via the marina access route. The upland part ofthe Phase 1 temporary haul road, however, will be retained and used as another emergency access route. A Project's direct impact elements are typically defined as those that will result in the removal or displacement of existing soil matrix tn various depths. The only direct impacts outside ofSYC will occur on or along W. Mill Road and include the main water line, its associated hydrant, and the Stabilized RCA Shoulder(see Figure 4). Within the CEA, all construction will occur on newly exposed C-horizon soils at depths ranging from 0 to 40 ft(0 to ca. 12 m) below the existing AMSL surfaces. |n the marina, all subsurface impacts will affect soils already disturbed by construction or fill emplaced between 1961 and 1978. 3 Report Organization The report that follows contains four chapters, references cited, and four appendices. The principal sections are • Executive Summary • Chapter 2—Methods and Results • Chapter 3—Assessment Conclusions and Recommendations • References Cited The appendices included are • A- Figures; • B- Photographs: Project Site; • C- Photographs: SYC Building/Structure; • D- Photographs: West Side Abutting Boundary Parcels; • E- Photographs: West and East Side Viewshed Parcels; • F- Photographs: Previously Inventoried Properties Id'd in Town Scope; • G -Town of Southold/Mark S.Tweedie Inventory Forms. All tables are embedded in the narrative. 4 Table 1. Indirect Effects and Final Town Scope Undetermined Properties Part, SCTM Tax Map Street Address(Owner Other Names,Functions NYSHPO USN# Earliest Suffolk Town of Southold Tax Phase IA Possible of Record) Co.GIS3 Aerial Map Zone Report Effects Photo#s Project Site, 1000-106-6-10& 13 5780 W. Mill Road Strongs Yacht Center, by 1978(Bldgs. 1, Commercial C1-C12 Direct (Bldgs. 2-8)and 5104 Strongs Yacht Club, 2,3,6,7), by Mill Road (Bldg. 1) Mattituck Inlet Marina 1984(Bldg.8) (Strongs West Mill LLC) and Shipyard 01 Adjacent, 1000-106-6-38.2 800 North Drive Residence 2001 R-40, 1 family yr-round D1-D3 Indirect (Demaula/Tusa) residence 02 Adjacent, 1000-106-6-23 805 North Drive(Zellner) Residence 2001 R-40, 1 family yr-round D4-D6 Indirect residence 03 Adjacent, 1000-106-6-20.3 Mill Road Preserve(1900 Nature Preserve w/ n/a R-80, Recreation&Open D7 Indirect W. Mill Road) walking paths Space 04 Adjacent, 1000-106-6-20.1 2010 W. Mill Road Residence 2004 R-80, 1 family yr-round D8,also D7 Indirect (McGunnigle) residence 05 Adjacent, 1000-106-6-13.1 3380 W. Mill Road Water tank,support 1962 R-80,Vacant(0.05 acre) D9-D11 Indirect (DenMelexnic FARBMS bldg. LLC 06 Adjacent, 1000-106-6-8 4900 W. Mill Road Residence,support bldg. 1962 R-80,Agriculture D12-D13 Indirect (Leogrande Family Irrevocable Trust) 07 Adjacent, 1000-106-6-4.1 5670 W. Mill Rd. (5775 Garage 1962 MII, Residential Vacant D15 Indirect Realty Inc.) w/small improvement 08 Adjacent, 1000-106-6-7 5550 Mill Road (Salem) Residence,support bldg. 1978 MII, 1 family yr-round D14 Indirect residence Part, SCTM Tax Map Street Address(Owner Other Names,Functions NYSHPO USN# Earliest Suffolk Town of Southold Tax Phase IA Possible of Record) Co.GIS3 Aerial Map Zone Report Effects Photo#s 09 Adjacent, 1000-106-6-5 5102 Mill Road (R. Residence 1978 MII, 1 family yr-round D16-D17 Indirect Strong) residence 10 Adjacent, 1000-106-6-13.7 5106 Mill Road (Boscola) Residence,support bldg. 1978 MII, 1 family yr-round D18, D19 Indirect residence 01 Indirect 1000-106-9-4.1 4105 W. Mill Road Residence,support 1962 R-80, 1 family yr-round El-E5 only (Ryan) bldgs. residence 02 Indirect 1000-106-4-2 15 E. Mill Road (Bates) G.H. Fisher House,SPLIA 10310.000350 1962 R-80,Seasonal E6-E8 only MK-45 (Undetermined) Residences 03 Indirect 1000-106-4-3 80 E. Mill Road (C. Support buildings MII, Industrial other only Kaminsky) storage,warehouse,and distribution facility 04 Indirect 1000-106-4-4 100 E. Mill Road (J. House,support bldgs. MII, 1 family yr-round only Kaminsky) 1962, docks by residence E9-E11 1978 05 Indirect 1000-106-4-5 200 E. Mill Road (M. King's Dock,Shed and 10310.001408 MII, 1 family yr-round only King) Garage/Carriage House (Not Eligible) residence 06 Indirect 1000-106-4-6 220 E. Mill Road (J. King) House,support bldgs. MII, 1 family yr-round only residence 07 Indirect 1000-107-1-1.3 750 E. Mill Road Residence,support 1962 R-80, Estate E12 only (Neuman) bldgs. 08 Indirect 1000-107-1-11 3331 Grand Ave. Camp 1978 R-80, 1 family yr-round E13-E17 only (Guyton Irrevocable residence Trust) 09 Indirect 1000-107-1-12 3329 Grand Ave. Residence,support bldg. 2010 R-80, 1 family yr-round E18-E19 only (Neumann) residence 10 Indirect 1000-107-1-10.2 3293 Grand Ave. Residence 2020 R-80, Residential E20 only I(Richards) I I I I(vacant) Part, SCTM Tax Map Street Address(Owner Other Names,Functions NYSHPO USN# Earliest Suffolk Town of Southold Tax Phase IA Possible of Record) Co.GIS3 Aerial Map Zone Report Effects Photo#s Town Scope 1000-106-9-3 4255 W. Mill Road Robinson-D'Aires House, 10310.000347 1962 Agriculture F1-F10 (Leogrande Family SPLIA MK-18, Eastview (Undetermined) Irrevocable Trust)) Farm w/support bldgs. Town Scope 1000-106-6-3 5775 W. Mill Road (5775 Old Mill Restaurant, 10310.000348 1962 Commercial F11-F14 Realty LLC) SPLIA MK-19 (Undetermined) Town Scope 1000-106-6-4.1 Mill Road Old Water Tower,SPLIA 10310.000349 1962 Medium Density F15-F16 MK-20 (Undetermined) Residential 2 Methods and Results Literature Review and Walkover Methods The focus of the research was on reviewing sources pertaining to the historic environmental setting and functional uses of the Project parcel. For context purposes,the study area was defined as a one-mile buffer around the Project parcel. The sources used during the research are listed in Table 2 below. Table 2. Data Sources Used and Data Obtained Context Source Location(s) Data Domains Environmental USDA SCS Web Soil Survey; 1)Custom WSS Report for the Project Parcel Conditions NYS Department of State, 2)Warner et al. (1975) Division of Coastal 3) Mattituck Inlet Wetland and Beaches,Coastal Fish & Resources; Project-specific Wildlife Habitat Assessment Form (1987) geotechnical, land use; 4) McDonald Geoscience(2018) 5) Land Use Ecological Services, Inc. (2020) Environmental USGS/ESRI Historical 1) Mattituck Hills 1947 quadrangle Conditions Topographic Collection and 2) Mattituck Hills 1956 quadrangle USGS US Topo 3) Mattituck Hills 2019 TM quadrangle 4) Mattituck 2016 TM quadrangle Environmental Suffolk County GIS Portal, 1)Aerial Photographs 1963, 1978, 1984, 2001,2004, 2006, Conditions, GIS Viewer 2010,2020 Functional 2) Base Map,Tax Parcel Data Areas Functional Town of Southold 1)Tax Assessment Areas Functional Mattituck-Laurel Library, 1) Postcard Collection (Old Mill,Old Water Tower,west Areas Mattituck, NY shore Mattituck Creek) 2) "Back Over the Years" [1986 interviews] Functional New York Office of Parks, 1)Archaeological site forms, buffer area properties Areas Recreation and Historic 2) Reports and due diligence assessments, buffer area Preservation (NYOPRHP) projects Cultural Resource Information System (CRIS) 8 The research was conducted by Ms. Carol S. Weed. Additional information was provided by Ms. Kim Gennaro-Oancea (Vice-President, PWGC), Dr.Joel Klein, Mr. Sal Messina (General Manager, SYC), Mr.Jeff Strong and Mr. Ryan Strong(President and Vice-President, SYC), and Mr.Jeffrey M. Walden (Library Director, Mattituck-Laurel Library). The Project Site was walked by Ms.Weed on March 10, March 25,April 28, and June 16, 2021. At various times she was accompanied by Ryan Strong(March 10), Rebecca Morrow(March 25), and June 16 (Duff Heitmann, Katelyn Kaim). Environmental and Historic Contexts Northern Long Island, particularly the so-called North Fork, is renowned for its agricultural products. At one point, it was also known for its shellfish and fishing opportunities as well. Indigenous Nation occupations on the North Fork and on the Peconic Bay islands are documented and Euro-American occupations have been continuous since the 1600s. In the following context sections,the focus is on Mattituck Creek and its near uplands. Figures 7 through 18,from various sources, document changes in the natural and cultural landscapes in 1902, 1904, ca. 1905, ca. 1920s, ca. 1940s, 1947, 1954, 1962, 1984, 2001, and 2013. Environmental Context Geology and Soils The USDA Soil Conservation Service (Warner et al. 1975) characterizes the landscape of northern Suffolk County as moraine sands that typically are well-to excessively well-drained. The available rock is glacial transport material in variable sizes ranging from large, boulder erratics to thumb-size pebbles. In the CEA, aerial photographs dated 1962 and 1978 (Figures 14, 15) show the gradual filling of an inlet in SYC's southeast quarter(see Figure 3). This area coincides with an unnamed inlet shown on the 1947 USGS quadrangle (Figure 12). Spoil piles were observed during the March 25, 2021 walkover along the east side of the CEA. The piles include concrete fragments, a tire,and other cultural debris (Photograph B5). The origin of the spoil is unknown but historic documents indicate that dredge spoil has been deposited on the floodplain and in valley locations particularly on the west side of Mattituck Creek by the US Army Corps of Engineers (Morgan et al. 2005, Friends 1986). None of the Suffolk County GIS (SUFGIS) aerial photographs show buildings or structures within the CEA. Along the Phase 1 temporary haul road the only structures are an ATV track and its associated support area. The aerial photographs do suggest that the marina proper is sited on a narrow floodplain that has been manipulated and further expanded by fill soils. USDA(2021) classifies the soils of the project parcel as Carver, Plymouth, and Riverhead loamy sands,Tidal Marsh, and Fill Land (Figure 19;Table 3). Hydrology At present,there is no permanent, natural potable water source within the CEA, along the path of the temporary haul road, or on the floodplain. Mattituck Creek is a tidally influenced creek and is not potable, 9 though potable waters drain into it in its south half via Long Creek and the Mattituck Inlet secondary streams. Archaeologically, potable water sources are commonly identified as freshwater cold springs, permanent or seasonal streams,or non-vegetated freshwater ponds and lakes located within 250 ft. (76 m.) of a potential habitation (camp,village) location. In the Historic era, this pattern holds but wells and utility water lines augmented the available natural options. The 1904 Shelter Island (Figure 8) and the 1947 and 1956 Mattituck Hills quadrangles (Figures 12, 13) do not show the presence of upland permanent potable water sources at any location in the Porject Site or in near proximity to it. In the last 200 years, the Creek and its adjacent tidal marshes have experienced three documented issues which have affected their biological resources: 1) inlet siltation, 2) low channel depth, and 3) dredge spoil removal and deposition (Morgan et al. 2005, Ricciardi 2005). Three secondary creeks feed into the south one-half of Mattituck Creek from both the east and west sides. These are Long Creek on the east and two unnamed streams on the west (one crossed by Westphalia Avenue and the other by Cox Neck Road). Long Creek historically had an associated tertiary stream that today contains Wolf Pit Pond. These secondary water sources were potable though seasonally influenced. Thus,their waters would have ameliorated,to some degree,the tidal influences experienced by Mattituck Creek as a whole. Because of the presence of these secondary creeks,the density of Historic-era occupations is greater than further north, near the Project site. Near the Project Site,within its viewshed and on adjacent parcels,the historic era farmsteads and later buildings were supported by wells,water tanks, presumably some cisterns, and, lately, utility water lines. In 1821, Mattituck Creek was partially blocked by a mill dam and low bridge at today's creek crossing of East and West Mill Roads (Figure 9). These structures remained in place until the period 1905-1909. The removal of these structures allowed deeper draft vessels to use the length of Mattituck Creek but only after considerable dredging. The early Rivers and Harbor Acts between 1910 and 1935 specifically call-out the Mattituck [Inlet] with the proviso that"no part of this appropriation shall be expended of the improvement of the harbor at Mattituck above the milldam until the local authorities shall have replaced the existing dam and bridge by a bridge with suitable draw spans" (R&HA 1910:635). In 1918, U.S. Congress committed $5,000 for the maintenance of Mattituck Harbor(R&HA 1918:905) and this maintenance continues today. In the 1900s, dredging was concentrated at the north end of the Creek north of the E/W Mill Road structures and then, once they were breached by storms, south to at least the Long Creek mouth (Morgan et al. 2005). A swivel bridge was emplaced after the 1908-1909 storms and it remained in place until at least the mid- 1950s(Figures 10, 11). Morgan et al. (2005:57)stated that between August 1913 and August 1914,the entire Creek was dredged. Between 1962 and 1978,the east-west inlet at the south end of the CEA was filled and the adjacent floodplain was extended eastward into Creek waters. This resulted in the creation of both more usable marina space which eventually accommodated Bldg. 8 and a tidal marsh (Figures 14-17). This inlet does not show as a permanent stream on any of the available historic maps examined but its associated contours suggest that it could have had seasonal flow into it from seasonal flow down a swale in the CEA(see Figures 3, 8, 12, 13). 10 Biological Resources Potable water, while admittedly critical,will not result in an absence of human use of an area. In the case of Mattituck Creek and its flanking settings,there is no doubt that both Indigenous Nation and Euro-American occupants exploited the rich fish, shellfish, and riparian resources. Craven (1906:236 [pdf 247]) noted the importance of the aquatic resources "The bays and creeks about Mattituck abound in sea food of every description, and from the earliest times to the present some of the inhabitants have devoted most of their time, and most of the inhabitants have devoted some of their time,to fishing and procuring eels, clams and crabs.The oysters of Mattituck Creek have been recognized for many years as of superior quality, but it was not until the tide gates at the mill were removed-that their cultivation on a considerable scale was successful. Since 1903 large quantities have been planted and Mattituck Creek oysters have a well- established reputation as of the very best quality and of peculiarly fine flavor.There is a large demand for them from the best restaurants and most famous hotels of New York City." Morgan et al. (2005:32 [pdf 61] state that "Mattituck Inlet, Mattituck Creek, and the land surrounding it have been designated as the Mattituck Inlet Significant Coastal Fish and Wildlife Habitat by the NYDOS." Both intertidal and high marsh vegetation is present in the inlet area and historically,that continued southward to the Mill dam. Morgan et al. (2005:32 [pdf 61]) notes that today's Oregon Marsh Tidal Wetlands, on the east side the inlet on the southside of the second dune ridge complex, "supports juvenile marine finfish, clams, mussels, and osprey" (Morgan et al. 2005:32 [pdf 61]). Although the Creek had to be re-stocked at one point with oyster seed, it is likely that the same array of species was present in much of the Indigenous Nation and Euro-American occupation periods. Historic Context The Historic Context is based on the results of the project-specific one-mile context buffer review supplemented by Craven (1906), Ferguson (1935), Folk (2019), and Tweedie (2012a-c). Prior Cultural Resource Investigations in the Context Buffers Based on the NYOPRHP CRIS records, no previous cultural resources investigations have been completed on the two SYC parcels. Within the one-mile context buffer, CRIS acknowledged no archaeological sites and a single professional archaeological investigation (Riccardi 2005). This Phase IA study was focused on the mouth of the Mattituck Creek Inlet in support of USACOE breakwater improvements in that area (Ricciardi 2005). However,there are 21 previously inventoried buildings/structures within the one-mile context buffer. On Table 3 below,the Undetermined properties called-out by the Town of Southold in the Project's Final DEIS Scope are highlighted in green. Two other properties are within the Project's viewshed and these are highlighted in yellow. Table 3. One-mile Context Area Building/Structure Properties NYOPRHP USN PROPERTY NAME S/NRHP SETTING AND TIME 11 STATUS PERIOD 10310.000299 BROCHARD HOUSE-1690 BAILLE BEACH RD Undetermined Upland, 1930s—1940s 10310.000304 LUTHER COX HOUSE-3539 COX NECK RD Undetermined Upland, 1843 10310.000342 HUDSON SATTERLY HOUSE-3810 MILL LN Undetermined Upland, 1873 Upland, btwn 1873& 10310.000343 PRESTON RULAND HOUSE-6300 Wickham Ave Undetermined 1909 10310.000344 F.S. RULAND HOUSE-4450 MILL LN Undetermined Upland,c. 1873 COX-FORMAN CARRIAGE HOUSE(RESIDENCE)-100 Now, upland; 1870s and 10310.000345 MILL RD Undetermined moved in 1900s 10310.000346 1ACKSON WATER TOWER-880 West Mill Rd Undetermined Upland, 1898 10310000347 ROBINSON-D'AIRES HOUSE-1980 MILL RD Undetermined' Upland,early 1800s MATTITUCK CREEK TIDE MILL(OLD MILL RESTAURANT) Flo€rdplain,1821 10310000348 -5775 WEST MILL RD Undetermined Floodplain;shown on a 10310..000349 FRAME WATER TOWER-WEST MILL RD Undetermined 1940s postcard Floodplain,prior to 1909 noted on Inventory form,shows on Hyde 1902-1909 and on a 10310000350 FISHER HOUSE-EAST MILL RD Undetermined 1920s postcard 10310.000351 GARVEY-MCNULTY-DRUM HOUSE-2615 EAST MILL RD Undetermined Upland, pre-1858 10310.000352 T.H. REEVE HOUSE-EAST MILL RD Undetermined Upland, prior to 1858 10310.000364 GILDERSLEEVE HOUSE-255 OREGON RD Undetermined Upland, prior to 1873 ALLYN TUTHILL FARM (Shinn Estates Vineyards)-2000 Upland, 1883 10310.000368 OREGON RD Undetermined 10310.000395 WILKE-TUTHILL HOUSE-DEER DR Undetermined Upland, prior to 1873 10310.000401 TUTHILL-SEMMER FARM-5170 WICKHAM AVE Undetermined Upland, prior to 1873 10310.000402 SATTERLY-FANNING FARM-6195 WICKHAM AVE Undetermined Upland,ca. 1900 RICHARD COX HOUSE-NABICHAUGE FARM-50 Upland 1829 10310.001221 BREAKWATER RD Listed CARRIAGE HOUSE-RICHARD COX PROPERTY-50 Upland 1880 10310.001222 BREAKWATER RD Listed Floodplain,CRIS entry says 1950-1990; bldgs. Show on Hyde 1902- 10310.001408 King's Dock'-200 East Mill Road 11952 Not Eligible 1909 With minor exceptions (the two Water Towers and the Old Mill/Restaurant), all of the recorded buildings are residences though some were originally carriage houses. The site named "King's Dock" actually contains a residence in addition to a dock and garage-like building. Three of the four properties located on the floodplain are/were not unexpectedly involved with creek-oriented activities. In general,the remaining properties, including the two water towers, are indicative of the estate/farm buildings that supported the Mattituck's agrarian economy in the 1800s and 1900s. Literature Review Results The historic map and literature review focused on Project Site functions. Three map and aerial sources were of exceptional value in defining functional uses of the SYC and adjacent properties. These were the 12 ESRI/USGS Historic Topographic Quadrangles (1904, 1906, 1947, and 1956);the USGS TM-geo quadrangles (2016, 2019); and the Suffolk GIS Aerial photographs (1962, 1978, 1984, 2001, 2004, 2006, 2007, 2010, 2013, 2016, and 2020). The 1947 aerial photograph's flight line in the Suffolk County set does not appear to extend east to Mattituck Creek. Two additional sources provided information on both the Old Mill/Restaurant and the Old Water Tower. These were the Mattituck-Laurel Library digitized ephemera collection and Ostroski's (2015) book about the water towers of the North Fork. The historical developments in the Project area are discussed below in the various SYC, abutting, and viewshed parcel presentations. Buildings/Structures Subject to Reconnaissance-Level Review The discussion that follows has five parts. These are 1) Evaluation Considerations; 2) SYC Complex: Buildings and Structures; 3)West Side Adjacent Parcels; 4) West and East Side Viewshed Parcels; and 5) Previously Inventoried Properties Identified in the Town of Southold Final Scope. Parts 2 through 5 are supported by letter-designated photograph appendices (B-F). Each appendix has a photo key figure prefacing the photographs in that appendix. Evaluation Considerations The State and/or National Registers of Historic Places (S/NR)evaluate resources under four criteria and in consideration of seven aspects of integrity(location, design, setting, materials, workmanship,feeling, and association) (NYOPRHP n.d., DOI NPS 1995). Typically,to be eligible for listings,the cultural resource in question has to be 50 years of age. The four criteria are defined as • Criterion A:that are associated with events that have made a significant contribution to the broad patterns of our history; or • Criterion B: that are associated with the lives of persons significant in our past; or • Criterion C: that embody the distinctive characteristics of a type, period, or method of construction or that represent the work of a master,or that possess high artistic values,or that represent a significant distinguishable entity whose components may lack individual distinction; or • Criterion D: that have yielded, or may be likely to yield, information important in prehistory or history. DOI NPS (1995:44-46) details the definitions for the aspects of integrity. These are briefly summarized below • Location:the place where the historic property was constructed or the place where the historic event occurred • Design:the combination of the elements that create the form, plan,space,structure, and style of a property • Setting:the physical environment of a historic property • Materials:the physical elements that were combined or deposited during a particular period of time and in a particular pattern or configuration to form a historic property 13 • Workmanship:the physical evidence of the crafts of a particular culture or people during a given period in history or prehistory • Feeling: a property's expression of the aesthetic or historic sense of a particular period of time • Association: a direct link between an important historic event or person and a historic property. The Town of Southold Landmarks Preservation Commission (Southold LPC 2008) notes that they "recognize the architectural importance of structures from 1640 settlement through present day. We believe that even contemporary structures, such as those built within the last 50 years, play an integral part in the architectural landscape of the town and are as worthy of preservation as those structures built during the 17th, 18th, 19th and early 20th centuries." In recognition of these goals,the Southold LPC handbook outlines the principles they follow when evaluating if a building/structure is compatible with its historic context and, if its existing or proposed style is compatible with its setting. With regard to the historic context,the Commission considers size, massing, scale, rhythm, and orientation. SYC Complex: Buildings and Structures (Appendix C) The SYC complex is currently comprised of 7 buildings, 2 dry docks with hoists, and 45 boat slips (Photographs C1-C10). Strong's bought the existing Mattituck Inlet Marina in Fall 2016 (Squire 2016). A 2016 aerial photograph covering the marina area shows that all the current buildings were present except possibly Bldg. 5. The buildings are listed on Table 4 below. Table 4. SYC Complex Building Setting, Number, Function,and Built-by Date Town of Suffolk Co. Southold SYC Aerial Appendix C Topographic Final Scope Complex Bldg. "Present Photograph Setting Bldg.# Bldg.# Function by" Date # 5104 Mill one-story Upland 1 Road residence 1984 C1 two-story Floodplain 2 office 1962 C2 one-story Floodplain 3 1, 2, 3 storage 1962 C3, C4 one-story Floodplain 4 none storage demolished one-story Floodplain 5 storage 2016 C5 one-story Floodplain 6 4 storage 1978 C6 one-story Floodplain 7 5 storage 1978 C7, C8 14 Table 4. SYC Complex Building Setting, Number, Function,and Built-by Date Floodplain, one-story Fill 8 6 storage 1984, 2004 C8-C10 Dry Docks No# (n=2) C11 No# Slips (n=45) C12 The Squire article states that the Mattituck Marina,the precursor to SYC,was founded in 1961. The 1962 SUFGIX aerial (Figure 14) confirms the presence of Bldgs. 2 and 3 though the south end of Bldg. 3 is not present. Hillside scarring shown on the photograph west of Bldgs. 2 and 3 suggests that the space now held by Bldg. 1 was stripped of vegetation. Missing on the 1962 aerial are any SYC buildings south of Bldgs. 2 and 3. However,the north Dry Dock structure, immediately south of Bldg. 2 is present. As the marina expanded to the south,the number of slips increased. The southernmost dry dock, larger and oriented north-south, does not appear before the 1978 aerial (Figure 15). Between 1962 and 1978 there is the pronounced filling of the inlet at the south end of the property and the concomitant extension of the floodplain east into Mattituck Creek. By 1978,the south end of Bldg. 3 is present. According to Ryan Strong,this part of Bldg. 3 was originally a City Island hanger that was dismantled and re-constructed at the south end of then-existing Bldg. 3. During this same period,the remaining buildings except Bldgs. 5 and 8 were constructed. Sometime between 1978 and 1984,the west section of Bldg. 8 was constructed (Figure 16). That building's east extension is present on the 2004 aerial photograph (Figure 17). With the exceptions of the residence (Bldg. 1),the office (Bldg.3), and Bldg. 5, which is the smallest and least permanent of the buildings,the remaining buildings are used for boat storage and/or maintenance functions. The maintenance is focused in particular on hull maintenance (Messina 2021). Among the maintenance actions is the annual replacement of"sacrificial zinc" plates on boat hulls and around rivets (Photograph B19). When not undergoing maintenance,the boats are stored in the buildings or shrink- wrapped for outside storage on-land or in slips. The boats in slips often are unwrapped and used year- around. West Side Adjacent Parcels (Appendix D) No buildings, structures,or recreational area land will be taken from adjacent parcels for the Project. Because of the horizontal and vertical dimensions of the CEA,the possibility exists that resources potentially eligible to the State and/or National Registers of Historic Places (S/NR) might be indirectly affected by the Project. The buildings and the Mill Road Preserve discussed below share one or more parcel boundaries with 5780 W. Mill Road (SYC), are serviced by W. Mill Road,or the parcel is in proximity to the CEA. The adjacent properties in question are discussed in clockwise order starting off the southeast corner of the CEA(see Table 2; Photographs DI-D18). Figure 2 shows the locations of these properties. They are referenced on the figure by their address number. 15 800 North Drive (SCTM 1000-106-6-38.2) The parcel at this location is oriented east-west and overlooks the CEA,the SYC, and Mattituck Creek. Located on the 30 ft.AMSL contour,the house on the lot is oriented with its front fagade directed to the west (Photograph D1-D3). The building appears first on the 2001 Suffolk County aerial and it does not meet the minimum age-requirement for the S/NRHP. 805 North Drive (SCTM 1000-106-6-23) The parcel at this location is oriented east-west and is adjacent to the CEA. Located on the 30 ft. AMSL contour,the front fagade of the house faces east(Photographs D4-D6). The house is three stories high and the north-facing elevation faces to the CEA. The building appears first on the 2001 Suffolk County aerial and it does not meet the minimum-age requirement for the S/NRHP. 1900 W. Mill Road (SCTM 1000-106-6-20.3) The Town-owned Mill Road Preserve is a wooded parcel with maintained walking paths (Figure 20, Photograph D7). An electrical transmission line corridor is on the east side of the preserve and that line is shown on the 1947 USGS quadrangle (Figure 12). The preserve's 27-acre parcel was purchased by the Town of Southold in 2002. During the March 25"walkover,the perimeter path (red path on Figure 20)was walked. A rendering prepared for the Project shows that the roofs of new SYC Bldgs. 9 and 10 will be visible from the northwest quadrant of the perimeter path. The Preserve perimeter path crosses the 20, 30, and 40 ft.AMSL contours along the northern part of the path. This section of the preserve is mature American beech forest. The Town of Southold preserve pamphlet notes that the trees "are especially dense toward the property's northern border" which is closest to both the CEA,to the northeast of the preserve, and the temporary haul road to the north and northwest. The Project Phase 1 temporary haul road is on the 50 ft. AMSL contour but it is separated by a pronounced ravine (see Figure 2). That ravine is wooded on its sides but gives way to successional shrublands on the SYC property upland flat. During the March 25'walkover, the successional shrublands could not be seen from the perimeter path. The backyard of the house at 2010 W. Mill Road, however, was clear(Photograph D7). The haul road crosses east-west on the 50 ft. AMSL contour,the same elevation as the north side of the Preserve. Thus, it is possible that the sound of the haul trucks on the temporary haul road or on W. Mill Road could be heard by walkers on the perimeter trail. The haul trucks using the temporary haul road will operate between for seven months, 38 truck trips per day. However,this is a temporary effect and it will end with construction Phase 1. 2010 W. Mill Road (SCTM 1000-106-6-20.1) The parcel at this location is oriented east-west and, with a minor exception shares a boundary with the west end of the SYC parcel. Located on the 50 ft. AMSL contour,the front fagade of the house is oriented northwest toward W. Mill Road (Photograph D8). The house outdoor activity area, as marked by decks, is 16 oriented southeastward toward the Preserve's perimeter path (see Photograph D7). The building appears first on the 2004 Suffolk County aerial. It does not meet the minimum-age requirement for the S/NRHP. 3380 W. Mill Road (SCTM 1000-106-6-13.1) The petit parcel (0.05 ac)that is identified as 3380 W. Mill Road hosts two built features: a water tank and adjacent concrete building of unknown function (Photographs D9-D11). It is unclear from available maps what the tank and its accessory building serviced. Structures in/near to the location of the water tank and the accessory building are present on the 1962, 1978, 1984, and later SUFGIS aerials (see Figures 14-16). The legs of the water tower platform and the accessory building walls are made from molded concrete blocks. Gavin (2001) and Hall (2009) state that molded concrete blocks are marketed from between ca. 1901 and they continue in production today. Ostroski (2015) photographed the two buildings in 2015 for her volume updating the condition of the North Fork water towers originally illustrated by Ovella Long. Ostroski (2015:5) noted the tower style is Open- platform and that the adjacent building is "an accessory building" (Ostroski 2015:40). Although Ostroski did not specify the functions, based on its interior configuration and associated piping the accessory building may have housed a pump and hoses. It does not appear the two structures at 3380 W. Mill Road were inventoried by SPLIA or recorded by the Town of Southold. This water tank is one of three such structures that are present in the immediate Cox Neck/W. Mill Road one-mile context area. The other two are the wooden Old Water Tower(USN 10310.000349) discussed later in this chapter and the Jackson Water Tower(USN 10310.000346) at 880 W. Mill Road which is a brick structure. The S/NRHP status of both of the inventoried water towers is Undetermined. The 3380 W. Mill Road tank and accessory building lies about 100 ft. (30 m.)south of the south end of the Stabilized RCA Shoulder. Haul trucks and other heavy-duty vehicles commonly use W. Mill Road and have done so for many years.There is no superficial indication that the daily movement of haul trucks passing by the water tower and the accessary building has damaged them. However, orange cones or other prominent markers should be placed at the south end of the stabilized RCA shoulder during the construction period. 4900 W. Mill Road (SCTM 1000-106-6-8) The parcel at 4900 W. Mill Road (Photographs D12, D13) is historically linked to the A. F. Robinson holding located at 4255 W. Mill Road. This association is documented on the Hyde (1902-1909)Suffolk County map (see Figure 7). The two-story residence fronts on W. Mill Road just west of that road's intersection with Naugles Road. There is a support outbuilding located to the southwest of the house. The house is on the 50 ft. AMSL contour and is ca. 845 ft. (257 m.)from the northwest corner of the CEA. It is not within the viewshed of the CEA or the Phase 1 temporary haul road. The house is within 238 ft. (72.5 m.) of the proposed water main and it is subject to temporary effects from the construction of that line and from haul truck movement during the Phase 2 construction period. 5550 W. Mill Road (SCTM 1000-106-6-7) The house at 5550 W. Mill Road (aka Mill Road) is set on a terrace cut-in to the valley slope (Photograph D14). The front fagade of the house faces north to W. Mill Road (Photograph D14). The garage,west of the 17 house on the same terrace, is serviced by a driveway accessed from Mill Road. The valley slope to the south of the both structures block any view of new Bldgs. 9 and 10. The house is shown on the 1978 SUFGIS aerial (see Figure 15). The buildings are subject to temporary effects from the construction of the main water line and from haul truck movement during the Phase 2 construction period. 5670 W. Mill Road (SCTM 1000-106-6-4.1) The building on the east side of Parcel 1000-106-6-4.1 is a garage (Photograph D15). It may first appear on a 1940s era postcard the looks south toward the Old Mill and the Old Water Tower as a white building to the east of the Tower(Figure 11). It is definitely present on the 1962 SUFGIS aerial (see Figure 14). The garage originally opened to the north. In Spring 2021 renovations of the structure were underway. The building is subject to temporary effects from the construction of the main water line and from haul truck movement during the Phase 2 construction period. 5102 Mill Road (SCTM 1000-106-6-5) The residence and the support buildings to the south are oriented west to Mill Road (Photographs D16, D17). The 1978 SUFGIS aerial is the first to show a structure at the location. The parcel includes bluff,valley slope and upland with the house set on the latter. The slope is tree covered. At this location the bluff and valley slope cumulatively are approximately 40 ft(12 m.) above W. Mill Road. The house with deck levels and its yard are located on the 50 and 60 ft. contours. Because of the elevation difference the main building is unlikely be heavy-duty affected by construction on W. Mill Road or from activities in the CEA or along the temporary haul road. 5106 Mill Road (SCTM 1000-106-6-13.7) The buildings and structures on 5106 Mill Road include a house, a detached garage, and a fenced swimming pool. The latter is located on the south side of the house. A building first appears on the parcel on the 1978 SUFGIS aerial (Figure 15) and this appears to be a house that may/may not have had an attached garage. By 2001, a detached garage also was present to the northeast of the original structure. The pool also may have been present in 2001 but covered. The pool, uncovered, is obvious on the 2004 SUFGIS aerial. The buildings on this parcel are on the 60 and 70 ft.AMSL contours, above the highest elevation in the CEA. Although the front fagade of the house faces north/northwest,the house has its primary outside activity area on its south side nearest to the CEA. The CEA north boundary is approximately 72 ft. (ca. 22 m.) from the 5106 Mill Road south boundary. The Phase 1 temporary haul road's closest point will be 259 ft (ca. 79 m.) southwest of the southwest corner of the parcel's boundary. The house does not appear to meet the 50-year age specification for inclusion on the S/NRNP. The detached garage and the pool are both more recent than 1978. 18 West and East Side Viewshed Parcels (Appendix E) As noted, earlier, buildings and structures may be affected indirectly by Project Actions. The effects can be permanent or temporary and are the result of changes in viewshed, noise levels, or odor or by the introduction of greater vibration levels than are common to an area. Such changes, however, are significant only if the affected cultural resources are assessed as eligible to or are listed on the S/NRHP and the changes will affect the aspects of integrity that support one or more the criteria of significance. Nine parcels with buildings/structure were assessed for the indirect effects they might experience from the implementation of the Project. One parcel is located at 4105 W. Mill Road, northwest of the entrance/exit of the Phase 1 temporary haul road (Photographs El-E5). Eight parcels are on the east side of Mattituck Creek and these are located on the creek end of E. Mill Road (Photographs E6-E12)or Grand Avenue (Photographs E11-E20). Persons on these parcels would have a straight-line view of SYC Bldgs. 7 and 8, immediately east of the CEA, and bluff and valley slope west of Bldg. 3 which will be cut for the secondary water line to Bldg.1. The buildings/structures on each of these parcels are discussed below. 4105 W. Mill Road (SCTM 1000-106-9-4.1) The parcel at this location hosts three buildings (house, barn, and studio) and it is located on the west side of W. Mill Road. The house on the property is oriented west toward the road though there is an entrance on the north fagade as well. Currently,the viewshed of the parcel includes the SYC emergency access road gate and the grassed and tree-lined W. Mill Road right-of-way. When active,the occupants may have had a view of the ATV track that will be crossed by the temporary haul road. The house and support buildings are Located on the 50 ft. AMSL contour(Photographs El-E5). According to the 1902-1909 Hyde map (Figure 7), the property was once part of a larger holding held by John Dunn. This larger parcel included the western part of the current SYC property and the parcel at 4105 W. Mill Road. The Project has re-sited the active,the Phase 1 temporary haul road so that its entrance/exit off of W. Mill Road will be approximately 145 ft. (43 m.) south of the southeast corner of the house. The Phase 1 temporary haul road construction will remove the secondary scrub vegetation that now covers the road entrance/exit. During Phase 2 construction, haul truck entering/exiting the marina will pass 4105 W. Mill Road and there will be an increase in the truck traffic during the construction period. 15 E. Mill Road (SCTM 1000-106-4-2) 15 E. Mill Road is the northernmost of five small parcels that are on the east side of Mattituck Creek across from the Old Mill Restaurant,the garage at 5670 W. Mill Road,and SYC Bldgs.2 and 3. 15 E. Mill is on the north side of the road and 80, 100, 200,and 220 E. Mill Road are on the south side. All of the properties are on the floodplain 10 ft.AMSL contour. Photograph E6 is an aerial of the location and also the SYC complex showing the location of these various addresses. Collectively,the addresses on E. Mill Road were once grouped as Waterville,a community within Mattituck. The house on at 15 E. Mill Road is the G. H. Fisher House (Photograph E7, E8). The house was initially recorded as SPLIA MK-45 and is inventoried by NYSHPO under USN 10310.000350. Like the Old Mill Restaurant,this property's S/NRHP status is Undetermined. A building on the 15 E. Mill parcel is clearly obvious on the 1904, 1947, 1954 USGS quadrangle sheets and the 1962 SUFGIS aerial (Figures 12-14). A building also shows on the 1940s era postcard (Figure 11). The building is not oriented to the creek but rather to the south and east. In the historic period,there appears to have been a small dock on the creek 19 side near a parking lot and two boats are tied there. At present,there is a dock off the north side of the building as well. While the building occupants appear to have been engaged in activities oriented to the creek,there is no indication that the building was purposefully sited because of its view to the west. Rather, like the subsequent Mattituck Marina,the Old Mill/Restaurant, and other buildings nearby, of the functional orientations were to the creek. 80 E. Mill Road (SCTM 1000-106-4-3) This parcel is mostly wooded though it has a dock and graveled driveway on its south side. The driveway also may support the buildings on buildings 100 E. Mill Road (Photograph E6). Persons standing on the dock have a clear view of the SYC complex(Photographs E9, E10). The parcel is used commercially and its function will not be impaired by the Project. 100 E. Mill Road (SCTM 1000-106-4-4) The parcel contains work areas and support structures (Photograph E10, E11). The largest building has a dock off of its west side and a large entrance from the dock into the building. The parcel is used commercially and its function will not be impaired by the Project. 200 E. Mill Road (SCTM 1000-106-4-5) The property at 200 E. Mill Road is named King's Dock on the NYSHPO inventory form (Photograph E11). The property was entered into the CRIS system in 2014 by John Bonifide and its S/NRHP is listed as Not Eligible. The property holds USN 10310.001408. It was not recorded by SPLIA. The house is oriented to the creek. The residence's viewshed is toward the creek and the west side floodplain and bluff. 220 E. Mill Road (SCTM 1000-106-4-6) The house at this location is oriented to the creek as well (Photograph E11). Like the buildings in this cluster of buildings near E. Mill Road,the house here has been present since 1962 based on the SUFGIS aerial (Figure 14). Its dock appears on the 1978 SUFGIS aerial (Photograph E15). The house is oriented to the creek. The residence's viewshed is toward the creek and the west side floodplain and bluff. 750 E. Mill Road (SCTM 1000-107-1-1.3) This building/structure complex is collectively referred to as Fox Hill. The 26+acre estate is accessed via a long driveway that intersects with E. Mill Road on the Mattituck Creek east valley wall. That driveway first shows on the 1956 USGS(Figure 13). The complex proper is located on the 30 ft.AMSL contour terrace. Photograph E12 is a view of the house from the SYC bluff west of Bldgs. 7 and 8. Hyde 1902-1904(Figure 7) assigns the parcel to George Terry and shows it shared a path with the George Moore parcel to the south. . This residence appears from a distance to have been sited on the valley terrace to purposefully allow view of the creek and valley as a whole. Because of its elevation, its viewshed will be affected by the Project. 20 3331 Grand Ave. (SCTM 1000-107-1-11) The parcel at this address appears to correspond with the George Moore parcel shown on the 1902-1904 Hyde map (Figure 7). At one point in its use history the parcel is shown as encompassing three buildings, likely a residence and two outbuildings. Today,the parcel contains six buildings and structures (Photographs E13-E17). These elements include a small, single-person trailer; three cabins; a picnic shelter; and a main building. An abandoned Jeep also is present. Though the parcel is still zoned R-80, 1-family year-round residence,the overall layout suggests that a seasonal camp might have functioned on the property. Other such camps were present in Mattituck including ones further south on Mattituck Creek. Though heavily wooded, persons on the parcel would have a view of SYC Bldgs. 7 and 8. The cabins and main building, however, are oriented away from the creek and west side of the valley. 3329 Grand Ave. (SCTM 1000-107-1-12) The parcel may correspond to the Robinson parcel marked on the 1902-1904 Hyde map (Figure 7). That map shows the parcel contained two buildings. The current large residence and smaller garage on the property are positioned is the same configuration as shown on the Hyde map. The house, however, appears to have been renovated and remodeled and according to the 2013 SUFGIS(Figure 18) it now has a pool off of its south facade. The front facade of the house is oriented east to Grand Ave (Photographs E18-E19). The tree cover on the parcel is minimal and there is a clear view of the west side of the valley and SYC Bldgs. 7 and 8 from the lawn between the garage and residence. 3293 Grand Ave. (SCTM 1000-107-1-10.2) The relatively new house at 3293 Grand Avenue is oriented north to that road (Photograph E20). The building first appears on the 2020 SUFGIS aerial. As oriented,the building has no view of the SYC marina. Previously Inventoried Resources Identified in Town of Southold Final Scope (Appendix F) In his comment letter to the Town of Southold concerning the Project's Draft DEIS, Dr.Joel Klein noted "There are three unevaluated structures listed in CRIS within approximately 1000 feet of the project area. The scope of work should include an evaluation as to if and how these structures may be visually or otherwise (noise,vibration during construction) affected by the project and, if potentially affected, if they satisfy the eligibility criteria for the State Register of Historic Places." (Klein 2020: 2) The Town of Southold Planning Board included the Klein comment without edit into the Final Scope (February 8, 2021)for the Project. On March 31, 2021, Ms. Weed confirmed with Dr. Klein that the three resources referred to in his comment were USNs 10310.000347, 10310.000348, and 10310.000349. It is of 21 note that the Town's "Town Register of Historic Landmarks" (10/18/2017) does not list the Robinson-D'Aires House (USN 10310.000347), the Old Mill Restaurant (USN 10310.000348), or the Old Water Tower(USN 10310.000349). The S/NRHP eligibility criteria and aspects of integrity were applied to these three properties during the current work. USN 10310.000347, 4255 W. Mill Road (SCTM 1000-106-9-3) The Robinson-D'Aires House, located at 4255 W. Mill Road (SCTM 1000-106-9-3) is located immediately to the west of the intersection of Naugles Road and W. Mill Road, Mattituck,Town of Southold (Figure 2; Photographs F1 through F10). The house complex consists of three buildings: main house (Photographs F1- F5), mother-in-law house (Photographs F647), and barn (Photographs F11414). The Robinson-D'Aires House was initially recorded by the Society for the Preservation of Long Island Antiquities (SPLIA) in 1984 and, at the time,was assigned SPLIA designation MK-18 (Harvey 1987a). The resource was subsequently assigned USN 10310.000347. Harvey(1985a) noted the presence of the house and a barn but only described the house. Mark Tweedie (Appendix G,Tweedie 2012a) updated the existing conditions of the house for the Town of Southold. He noted, but did not photograph,the barn that lies west of the house. Neither recorder noted the presence of the 1-story mother-in-law house that is located between the barn and main house. The conservatory that is located to the west of the Main house west wing also was not noted. As recorded by SPLIA(Harvey 1985a),the main house was described as a "1 1/2 story, 3-bay gable-roof house with center chimney and a one-story gable roof wing to the east." Tweedie (2012a) noted "shutters added to windows, original survey did not mention the type of roof, but currently the house has a slate tile roof(unclear if new modification)." The Hyde (1902-1909) Suffolk County map shows two buildings on 4255 W. Mill Road and their positions suggest these were the main house and the barn. It also shows 4255 W. Mill Road linked to 4900 W. Mill Road and both parcels owned by A.F. Robinson. A single building is shown on 4900 W. Mill Road. The 1947 Mattituck Hills USGS quadrangle (Figure 12) plots three buildings on the north side of W. Mill Road and one on the south side. However,the subsequent 1956 edition of that quadrangle (Figure 13) plots only two buildings on the north side. The 1962 Suffolk County aerial (Figure 14) clearly shows the house and barn on the north side and the house on the south side but the intervening mother-in-law house at 4255 W. Mill Road is not clear. In 1978, however,that third building on the north side is present (Figure 15). The conservatory is not obvious on the 1962, 1978, or 1984 aerials but may be present on the 2001 aerial (Figure 17). Today, both 4255 and 4900 W. Mill Road are recorded as belonging to the Leogrande Family Irrevocable Trust. The Robinson-D'Aires historic property is subject to indirect effects resulting from the construction of the main water line and construction truck traffic during Phase 2 of the construction project. The main house is well-elevated above both W. Mill Road and Naugles Road and, for this reason, is not likely to be affected by vibration effects in the same manner as buildings might be on the same elevation. 22 USN 10310.000348, 5775 W. Mill Road (SCTM 1000-106-6-3) The Old Mill Restaurant is located at 5775 W. Mill Road (SCTM 1000-106-6-3) on the west shore of Mattituck Creek(Figure 2, Photographs F11-F14). The building, recorded by SPLIA(Harvey 1985b) and assigned SPLIA designation MK-19, was originally a tide-powered grist mill. The building is assigned USN 10310.000348. According to Englert (1985: 2), Richard Cox"...constructed a tide-powered mill on Mattituck Inlet" in 1821. Craven, in his detailed history of Mattituck also says that the mill dated to 1821 (Craven 1906:216). The 1889-1890 Lain's Directory lists J.W.Terry as the grist-mill owner and Craven (1906:238) confirmed that association. According to Craven (ibid.), Captain Terry operated the mill from 1847 to 1902. Englert (1985: 2) also noted that the "mill,which still stands, was extensively altered for use as a restaurant ca. 1902." A postcard in the Mattituck-Laurel Library digitized ephemera collection suggests that the mill was still operating as such ca. 1905 (Mattituck-Laurel Library Image 2014420). Two other sources (Craven 1906, Mattituck-Laurel Library Image 2014420)suggest that the conversion from mill to other function occurred between ca. 1905 and 1909. In 1906, Craven noted that the "mill is now used as a place of public entertainment. The tide gates are removed...and the old dam,with its low bridge,will give place to an elevated steel bridge, with a draw..." (Craven 1906:238 [pdf 249]). The description of the Mattituck-Laurel Library Image 2009203 suggests the conversion occurred after a storm in either 1908 or 1909 that took out the dam and wooden bridge. Whichever the case, by 1920,the "place of entertainment" was definitely operating(Mattituck-Laurel Library Image 2012220,Anonymous n.d., Gianotti 2017). The 1933 Mattituck Chamber of Commerce (MCofC) Directory lists the "Ye Olde Mill Inn" as a restaurant in Mattituck and the "Old Mill Inn" on North Road in Mattituck at telephone number Matt-323 (MCofC 1933:24). Between 1929-1938, "The Old Mill Inn which was quite popular at that time.... used to take about 300,three-four hundred [chicken] broilers on a weekend..." (Bennett and Delehanty 1983:Tape 48-CRB-1, page 7 [pdf 100] and 8[pdf 101]). The restaurant operated as such until 2017 when it closed. As of March, 2021, interior renovations were occurring. Unlike Lefferts Mill, which is the only fully intact example of a tidal mill on the Island,the Old Mill on Mattituck Creek retains no functional mill elements. The footprint of the current structure reflects its use as an eatery with options for both indoor and outdoor dining rather than its function as a tide mill. According to the USN form,the significance of the building lies with its date of construction (1821) and the fact that "[T]his building was described as 'a relatively rare engineering structure' by the Historic American Engineering Record." There is no HAER record for the Old Mill on Mattituck Creek. However,the Lefferts Mill (HAER NY-106) is described as "a fine example of a tide mill, a relatively rare engineering structure." There is no doubt that the Old Mill was important to the community as both a mill and then as an eatery. In its first iteration, it processed product produced locally. In its second life,with increasing structural modifications, it provided an entertainment venue that serviced both the local population and visitors. It has played significant roles in the agricultural, commercial, and recreational histories of the Mattituck Creek valley. The Old Mill Restaurant is on the same elevation as W. Mill Road in this location. The Old Mill Restaurant might be indirectly affected by the construction of the main water line, and Phase 2 construction traffic. It would be less likely to be affected by the construction of the proposed water hydrant which is proposed to be located on the west side of W. Mill Road north of the Old Water Tower. 23 USN 10310.000349, 5670 W. Mill Road (SCTM 1000-106-6-4.1) On the opposing side of W. Mill Road from the Old Mill Restaurant is the Old Water Tower(USN 10310.000349; Photographs F15416). It,too,was recorded by SPLIA in 1984 and its existing condition was documented by Tweedie (2012c). Associated with the same parcel (SCTM 1000-106-6-4.1) is a one-story garage building located on the east side of W. Mill Road south of the Old Mill Restaurant. This structure was discussed herein under the heading "5670 W. Mill Road (SCTM 1000-106-6-4.1)." The Old Water Tower no longer functions as such. It reportedly was re-done to serve as a rental residence. That function ended and according to Jeff Strong(Personal communication 4/28/21)the interior accoutrements have been removed. Though outside decorative elements are still present on the porch on the south side of the building, it is vacant and unused. Ostroski (2015:5) described the water tower style as free-standing, tapered. Based on the Ostroski compilation,the form is relatively common on the North Fork. The Old Water Tower foundation appears to be concrete with concrete corner footers. The superstructure is wood as is the roof. Like the Old Mill Restaurant across the street, the Old Water Tower is on the same elevation as W. Mill Road. It backs, however, into the valley slope. The Old Water Tower could be indirectly affected by the construction of the main water line,the associated hydrant which will be positioned about 40 ft. (12 m.) northwest of the building's northeast corner, and Phase 2 construction traffic. 24 3 Assessment Conclusions and Recommendations The three previously inventoried properties (USNs 10310.000347, .000348, and .000349) referenced in the Town's Final Scope are considered important in the Town of Southold. Each is listed on the Town inventory and the Town had their descriptions updated in 2012 (Tweedie 2012a-c). As such,they possess local significance. The Robinson-D'Aires complex retains original functions and it is well-maintained keeping the elements of it historic use periods. The Old Mill Restaurant no longer can function as a tidal mill. It can continue to function as a restaurant. The Old Water Tower no longer functions as such though it retains its tower form. The SYC complex buildings predominately date between 1961 and 1978. These buildings are part of a functioning marina that has operated for 60 years. It has and continues to service both commercial and recreational vessels. While it serves an important role in the economy of the Hamlet of Mattituck and the Town of Southold,the complex does not appear to meet Criteria A, B, C, or D. For the most part,the adjacent parcels do not meet the 50-year age specification. The two exceptions are 3331 W. Mill Road and 4900 W. Mill Road. Both are older than 50-years. 3331 W. Mill Road is a relatively intact example of agrarian infrastructure with both the platform water tank and accessory pump building. It is worthy of additional documentation to determine if its design or structure is unique to the class. 4900 W. Mill Road has an historic relationship to the Robinson-D'Aires House. Documentation of that relationship appears to be warranted in order to determine if it was a dependency and the role it played in the larger holding during the Robinson-occupancy period. With a single exception, the viewshed properties meet the 50-year age specification. The exception is 3293 Grand Ave.which was built in the last decade. Two of the other parcels have buildings that have been inventoried and one of these (200 E. Mill Road) has been determined Not Eligible. Of the remaining properties,two (220 E. Mill Rd. and 750 E. Mill Rd.) ill have their front view of the west side of Mattituck Creek affected by the Project but the proposed SYC buildings will be similar to to those in the current marina complex.The remaining properties either consist of commercial buildings or residences that do not front to the creek or west valley slope. 25 References Cited Books, Reports,and Articles Anonymous. n.d. "Welcome to the historic Old Mill Inn, a former gristmill completed around 1820." Downloaded source April 6, 2021: http://www.oldmillinnmattituck.com/history/. Batten, Brian K. and Nicholas C. Kraus. 2006 (April). Evaluation of Downdrift Shore Erosion, Mattituck Inlet, New York: Section 111 Study. Coastal Inlets Research Program Report ERDC/CHL TR-06-1. Report prepared by U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory,Vicksburg, MS, for U.S.Army Engineer District New York and U.S.Army Corps of Engineers, Washington, DC. Bernstein, David J. 1993. Prehistoric Subsistence on the Southern New England Coast, the record from Narragansett Bay. New York: Academic Press. Bernstein, David J. and Daria E. Merwin. 2001. Phase IA Archaeological Survey for the Suffolk County Water Authority Laurel Lake Well Field and Pump Station Project Town of Southold Suffolk County, New York. Report prepared by The Institute for Long Island Archaeology Department of Anthropology State University of New York at Stony Brook for the Suffolk County Water Authority. Cammisa, Alfred G., Felicia Cammisa, and Alexander Padilla. 2006 (March). Phase I Archaeological Investigation for the proposed Cottages at Mattituck subdivision Mattituck,Town of Southold, Suffolk County, New York. Report#101 Tracker Archaeology Services, Inc., for Nelson, Pope&Voorhis LLC, Melville, NY. Cammisa, Alfred G. with Alexander Padilla. 2016a (March). Phase I Archaeological Investigation for the proposed Laurel Lake Concrete Reservoir Laurel,Town of Southold, Suffolk County, New York. Report prepared for Nelson, Pope&Voorhis LLC, Melville, and Suffolk County Water Authority, Oakdale, NY. Cammisa, Alfred G. with Alexander Padilla. 2016b (November). Phase I and II Archaeological Investigations at the Deep Hole 2 Site for the proposed Koehler subdivision at 4180 New Suffolk Ave., Mattituck, Southold Town,Suffolk County, New York. Report prepared by McCarthy Management, Southold, NY. Coney, William B. n.d. Preservation of Concrete: Problems and General Approaches. USDI, National Park Service, Rocky Mountain Regional Office, Division of Cultural Resources, Preservation Brief 15. US Government Printing Office. Department of the Interior, National Park Service. 1995 ed. National Register Bulletin 15, How to Apply the National Register Criteria for Evaluation. Revised for the Internet by DOI, NIPS National Register Branch and NCSHPO. Englert, Robert T. 1985 (October). United States Department of the Interior, National Park Service, National Register of Historic Places Nomination Form: Richard Cox House, Mill Road, Mattituck, Suffolk County, New York. Folk,Amy. 2019 (November). European Settlement of Southold by Amy Folk, Southold Town Historian. Freeland, Nicholas, Patrick Heaton, and Grant Johnson. 2018 (September). Phase IA Cultural Resources Survey Riverhead Solar 2 Project Town of Riverhead, Suffolk County, New. Report prepared by EDR (Environmental Design & Research, Landscape Architecture, Engineering, & Environmental Services, DPC, Syracuse, NY,for sPower, Riverhead Solar 2, LLC,Salt Lake City, UT. 26 Friends of the Mattituck Free Library. 1986 Gavin,James L. 2001. A Building History of Northern New England. Hanover and London: University Press of New England. Gianotti, Peter M. 2017 (April 13). "Old Mill Inn closes in Mattituck." Newsday, https://newsday,com/lifestryle/restaurants/old-mill-inn-closes-in-mattituck-1.123448330. Gwynne, Gretchen Anderson. 1985. "The Rudge-Breyer Site:A Late Archaic Long Island Base Camp?" in The Bulletin Journal of the New York State Archaeological Association 91 (Fall):1-12. Hall,James P. 2009 (April). The Early Developmental History of Concrete Block in America. Thesis Submitted to the Graduate School in Partial Fulfillment of the Requirements for the Degree Master of Science in Historic Preservation, Ball State University, Muncie, Indiana. Downloaded from Ball State University Libraries, Bracken Library On-line THESIS, ONLINE, 5/7/2020. Historic American Engineering Record. 1968. Lefferts Tide Mill, Huntington Harbor, Southdown Road, Huntington, Suffolk County, NY. Creator,Jarvis Lefferts, Abraham Van Wyck, Coles Wortman, W. Richard Ansteth, Christine M. Daniels, and Jean P. Yearby. Document complied after. Photographs: https://www.loc.gov/item/nyl248/. Isachsen,Y.W., E. Landing,J.M. Lauber, L.V. Rickard, and W.B. Rogers (editors). 2000. Geology of New York A Simplified Edition. New York State Museum Educational Leaflet (Second Edition). Albany, NY: New York State Museum/Geological Survey,The State Education Department,The University of the State of New York. Land Use Ecological Services, Inc. 2020(December). Land Use (graphic),Strong's Marine. Document prepared for PW Grosser Co. Mackey, Douglas. 1997 (December). New York State Prehistoric Archaeological Site Inventory Form, A10310.00129. Downloaded 4/12/2021. McAlester,Virginia & Lee. 1984. A Field Guide to American Houses. New York:Alfred A. Knopf. McDonald Geoscience. 2018 (September). Test Hole Data Sheets, Strong's Marina Mattituck, Sheets 131, B2, B3. Report submitted to Strong's Marine. Messina,Sal. 2021 (March). Informant interview with Carol S.Weed re: maintenance activities at the marina and the "sand pit." Morgan, Michael J., Nicholas C. Kraus, and Jodi M. McDonald. 2005 (July). Geomorphic Analysis of Mattituck Inlet and Goldsmith Inlet, Long Island, New York. Coastal Inlets Research Program Report ERDC/CHL TR-05-21. 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Accessed April 5, 2021. https:Hparks.ny.gov/documents/shpo/NRCriteriaForEvaluation.pdf 27 Noble, Allen G. 1984. Wood, Brick, and Stone: The North American Settlement Landscape. Volume 1: Houses. Amherst:The University of Massachusetts Press. Ostroski, Mariella Oliver(Author). 2015. Water Towers of the North Fork of Long Island, Watercolors by Ovella Long(Artist). Cutchogue, NY: Cutchogue New Suffolk Free Library. ISBN-13 978-1495157257. https:Hcdn.flipsnack.com/widget/v2/flipsnackwidget.html?hash=fcm8o3fjd&t=&fullscreen=l Ricciardi, Christopher. 2005 (September). Phase IA Cultural Resource Documentary Study for the Section III Mattituck Inlet Study,Village of Mattituck, Suffolk County, New York Draft. Report prepared for the Department of the Army U.S.Army Corps of Engineers, New York District. Ritchie,William A. 1980. The Archaeology of New York State (revised edition). Harrison, NY: Harbor Hill Books. Rivers and Harbors Act 1910. Sixty-First Congress Session 11, Chapters 379, 380, 382, pages 630-676. 1918. Sixty-Fifth Congress Session 11, Chapters 153-155, pages 904-914. 1925. Sixty-Eighth Congress Session II, Chapter 467, pages 1186-1198. 1935 (August 30). 741h Congress Session I, Chapters 829-821, pages 1028-1049. Skinner,Alanson. 1909. "The Lenape Indians of Staten Island (Plates I-XII)." In The Indians of Greater New York and the Lower Hudson (Clark Wissler, editor),Anthropological Papers of the American Museum of Natural History, Vol. 111:3-62. New York:AMNH Order of the Trustees The New York Herald. 1921 (February 20). "Flying to Feature New Club on Sound." Downloaded source April 6, 2021, https:Hservice-ndnp-dlc-batch_dlc_bindweed_ver02-data-sn83045774-00271744146- 1921022001-0041 . Southold Town Landmarks Preservation Commission. 2008. Town of Southold, New York Landmarks Preservation Commission Handbook. Southold NY:Town of Southold Landmarks Preservation Commission. Tweedie, Mark S. 2012 (May). Southold Landmarks Preservation Commission Historic Building/Places Inventory, MK-18, Robinson House, (Early 1800's). Form downloaded 3/31/21, source link: http://24.38.28.228:2040/WebLink/ElectronicFile.aspx?docid=697750&dbid=0 Southold Landmarks Preservation Commission Historic Building/Places Inventory, MK-19, Old Mill Restaurant, (1821). Form downloaded 3/31/21, source link: http://24.38.28.228:2040/WebLink/ElectronicFile.aspx?docid=697749&dbid=0 Southold Landmarks Preservation Commission Historic Building/Places Inventory, MK-20, Old Water Tower, (ca. 1900). Form downloaded 3/31/21, source link: http://24.38.28.228:2040/WebLink/ElectronicFile.aspx?docid=697752&dbid=0 Tweedie, Mark S. 2017-2018. "Microtopography and Archaeological Landscapes: Filling in the Gaps at Mount Sinai Harbor, New York" in The Bulletin Journal of the New York State Archaeological Association 131-132:101-115. 28 United State Department of Agriculture (USDA), Natural Resources Conservation Service (NRCS). 2021 (March). Custom Soil Resource for Suffolk County New York 5780 W. Mill Road, Mattituck, NY. Report downloaded from Web Soil Survey 03112021. Warner,John W. et al. 1975. Soil Survey of Suffolk County, New York. USDA Soil Conservation Services (SCS) in cooperation with Cornell Agricultural Experiment Station. Weed, Carol S. 2021a. Strong's Yacht Center—Proposed Boat Storage Buildings, Phase la Archaeology. Report prepared for PWGC and Strong's and submitted to NYSHPO,via CRIS, in support of Project 21PR04396. Wisniewski, Stanley and Gretchen Gwynne. 1982. "The Tiger Lily Site, Long Island, New York: A Preliminary Report" in The Bulletin Journal of the New York State Archaeological Association 84:1-17. NYOPRHP Building-Structure Inventory Forms Harvey, Linda L. 1985 (Fall). USN 10310.000347, Robinson House. NYOPRHP Building-Structure Inventory Form prepared for Town of Southold/SPLIA. Form downloaded 3/8/2021. USN 10310.000348, Old Mill Restaurant. NYOPRHP Building-Structure Inventory Form prepared for Town of Southold/SPLIA. Form downloaded 12/15/2020. USN 10310.000349,Water Tower. NYOPRHP Building-Structure Inventory Form prepared for Town of Southold/SPLIA. Form downloaded 12/15/2020. Maps and Aerial Photographs New York Public Library, Lionel Pincus and Princess Firyal Map Division, Digital Collection Burr, David H. (Cartographer). 1841. Map of the county of Suffolk. Ithaca, NY: Stone and Clark. https://d igita lcollections.nypl.org/items/510d47da-f28e-a3d9-eO40-e00a l8O64a99 Chace,J. (Creator). 1858 (Inferred). Map of Suffolk Co., L.I., New York: from actual surveys. Philadelphia: John Douglas. https:Hd igitalcol lections.nypl.org/items/b8ecc3eO-e7c8-0133-89e3-00505686a5lc#/?u u id=b9219240-e7c8-0133-5383- 00505686a51c J.H. Colton & Co. (Publisher). 1844. Map of Long Island with the environs of New-York and the southern part of Connecticut. New York:J.H. Colton &Co. https:Hd igitalcol lections.nypi.org/items/510d47da-fO52-a3d9-eO40-e00a l8O64a99#/?u u id=8bd4799f-4d74-2c24-eO4O- e00a18062276 E. Belcher Hyde (Publisher). 1902-1909. Suffolk County,V.2, Double Page Plate No. 10 [Map bounded by Long Island Sound, New Suffolk, Great Peconic Bay] South Jamesport,Jamesport]. In,Atlas of Suffolk County, Long Island, New York: based upon maps on file at the county seat in Riverhead and upon private plans and surveys furnished by surveyors and individual owners,Vol. 2, North. https:Hd igitalcol lections.nypi.org/items/a6539eOc-ec42-fd b2-eO40-e00a 18O6la2e USGS/ESRI 1904. Shelter Island quadrangle, 1:62500. Downloaded 4/5/2021 from USGS/ESRI Historic Topographic Maps. 29 1947. Mattituck Hills quadrangle, 1:24000. Downloaded 12/15/2020 from USGS/ESRI Historic Topographic Maps. 1956. Mattituck Hills quadrangle, 1:24000. Downloaded 12/15/2020 from USGS/ESRI Historic Topographic Maps. 2016. 2019. Mattituck Hill quadrangle,TM_geo, 1:24000. Downloaded 4/5/2021 from USGS. 2019. Mattituck Hill quadrangle,TM_geo, 1:24000. Downloaded 3/28/2021 from USGS. 30 Appendix A-Figures 31 ituikY 3 NOR, JI L � . 3� Jetty A C � I p �.. � �±. SAS - � § } A + ".0r. r wWateryille qp mad rrw , 455 �t F 490® � �G g.>+waa� � of �.✓ "� ,? A' F �, Pi tpr .. t ° ,wv ✓ „A� r 4 SA LIMM dfi r 6465 P APE Source: USGS(ESRI Historical Topographic Map Explorer Strong's Yacht Center-Proposed Boat Storage Buildings, Project Location (USGS MattituckHills 1956 Mattituck,Town of Southold,Suffolk County, NY U Figure 2. SYC, Abutting, and Viewshed Parcels with Address #s (Plan Sheet 13) W1.C`OL�21-2�105 fo,6SI121ol� H—,d K Y-3,L-d S—S,, Th—O�yi'�P-t' g 0.T—t Ar�hl��t R�L-rt St--KI:A-hIt—t S A 42,55 W K!, , 4011 Z, 1-2 U '0' 'd f01- 11"Nk k" it ON , :�'�11 A 13 U, k7l A" FK OWN �4 E" K""" 7"00 44:1 A- j Jr R'S r EN&INEE ERTIFICATION I HDRM�'CERTIFY THAT 7HE NATER SUPPLYS)ANV/OR SENA&E DISPOSAL SYSTEM(S)FOR THIS PROJECT NERE DESI&NED BY ME OR UNDER W DIRECTION�EASED UPON A CAREFUL AND TH H 5�OF THE WIL,SITE AND CROUID$NATFR CONDITIONS,ALL FACILITIES,AS PROPOSED,CONFORM TO THE SLFFO_4�N7� DEPARTMENT OF HEAL-SERVICES CONS, T STANP 5 IN EFFECT AS OF THIS DATE. vlk' 7-tr,�4 v HOiNARV K YOIJMF NY,5,LS,NO�456qB, THOMAS 0.NOLFERT,N.Y.5,FE.NO�61463 DOLISLAS M�ADAMS,N-Y.S.P-E,NO.E05H7 5URVF-YOR'5 CERTIFICATION IN, I HERESY CERTIFY THAT THIS MAP KAS FREFARED,�TILIZIN& FlFiCe RECORDS,AID 5CVNVIARY AND T01-06RAFHICAL 4NRV�YS AVE BY US,ANIF/OR UNDER OUR DIRECTION, o Sk, %i f 4:� 2G' k "N' 9 HOAARV A.YOUN6,N.Y.S.L.S.NO�4r,-,q5 W fill"!"'k ONE'@ I%qv; a I& J W ----------- BOAT 5TORArVE BUILDIN65 STRONCS YACHT C.ENTER A ot Mottltwck,ToNn of 5ovthold V AA, 2 P, "No 5uffolk Cot)nty,NeN'T'ork 3 AE LAY:::::= "Al ::RIAL OVER 1000 106, 06 10 0—nt�TO.M�p 1000 106 06 la.4 MAP PREPARED MAY 04,2021 R—ord of R—Islo- REVISION DATE "d wril 5- 100 0 So 100 200 SOD 5�010: 1' 100' JOB NC�2017-0165 DINO.20110165-It.pt- 15 OF 13 A— A— Figure 3® Excavation Phasing P (Plan eet 9) ` 40G Osvande�A ,w vae RT—h d N Y L(IRO' N o z ��i �l asl 2rzzaos a Ga rarot44 nacwn 5 510" N dv..Y-eLrd )) �npMEDougt OEA Roy ae 0s T AE gt er e e 4 r h t c ,�g.l..�7� EARTHNORK DATA En o �� g 1 -. " 1 .4 \\ l rorna.,cARr+yvoRu vouAac =154121 er(eu7) v � TEMPORARY � C RO VoRi $ f ....-.._."�.__, v_9�_ ,7 _ HAUL ROAD / T , f SURF t � 5 P >0` `+� \ ��' 9 VOLUME(S)ARE UNAD.IUSTD. 0�� f }@2A r R� 4 / VOLUMES)AR_CALCUL 6E JTUIZIN�;..OMPOS A METHOD n IN GONPAR'SGN(s)GENERATED Br auracAD-�RRniv ranE_ING saF-wAPE. F } I I J 11 04 IRC TRp noN 1 n, HTC�N7- S o rf°rv72er1 I t i r w 111 (roao_tGg "soota f �v TEMPORARY STOCKPILE AREA FOR CONSTRUCTION OF I \t RETAINING WALL DURING`PHASE 1 r \I /. E .-Se{ari ' n, eavvrewave zd - i -/ I ! t o yc NOW aw, NeiOR, O 41 ar \ t ¢N"<nN1Sy \NNA -os_._--- --„ftm 1 m KEY MAP DECONSTRUCT HAUL CONSTUCT PORTION OF f ' scA E. =600 ROAD DURING PHASE 2 0 v EVERGREEN RETAINING ' x WALL DURING PHASE 1 � � �� f EXCAVATION LIMIT OF PHASE TWO (0.80AC) 1 ......... 3 MIN _.---- :� \ V v ! e\\ v � ��, A � '/-l ,� T` U,1 •�a�, ENf5INEER'S_CERTIFICATION ........-._ s Q - PHASE TWO:EXCAVATE REMAINING �v A ��v��/ (Z �� w R10 OPRA_ c RT THAT T ER S wPLr<s>AND/OR ENAGe f�, A A MATERIAL FOR PROJECT `�AV�\V' �A- ,n f l ' : „ Pose.sYSTEwIs)=OR rnls PRacT .Rc nesteN=D er Me o'� _ —...-.-_ OR UNDER Mr DIRECTION,BASED UPON A CAREFJl-AND THOROJGH 'I��{jQ�}�('rY i \\\\\\ orn 'JF THE SOIL,SITE AND GROV\DNATER GOND 7IONS,ALL \\\ �` �� 4 d ( DI RTMENTO OLOT5,AS P HSEALT4 SERVICESS GONSTRUOCTK STANDARD5 IN EFPECT AS�r lit 1 t \ nvNr er , to —'' F wARn fl WIDE TE�MPaRARY Aut --`"- -( HONARD 1't YOUY6.M1 5 L3.NG.45&R3n ROAC GON TRUCTED P OR TO Tuoras c..ADAMS, Nrs PG No.elaas 6"STABiLtZED 601E B46E pa f D AS E.ADAMS N.Y.S..E Nd i?89? EXCVAT[ON A\CTIVITIES os — / f 1 \ I Qt } I HERESr CERTIFY THAT THIS MAP N V TEMPORARY HAUL ROAD SECTION i% - --"" .-_ ,,' J \ \\ ... .. .J, .....,,,� 9URYEYORS GERTIFIGATION NTS I'~ ION PHASE\QNE:EXCAVATE' y J J`a-'-` PREPARED OF EVERGREEN RETAINING DOWN TO\ELEVATION t9 U r A BOUNDARY AND TOPOISRAPHIGAL SJRV 5MADEE 6Y U5LAND/aR COMPLETE GONSTUCT r �! a �° �": UNDER o R rnRECT1oN. _WALL DURING PHASE 2 123,6qO±CY q o at m > j HONARD N YOUNG,NYS L5'JO.s4r8G3 \ —"�^l rc w ' Y fA� �N� s t EXCAVATION LIMIT f \ aQQ 4; Fj✓ jjj OF PHASE ONE f� A (3.79AC)` f �.� BOAT 57ORA6E BUILDINC5 1O nnN1:o5TRON l) , of Mattituck,Town of 5cuthoid 5ufPOlk County,New YorkOft me, oft EXGA ATION PHA51N6 FLAN n. loon 106 ac 10 �Q n/ County Tax Map 1000 106 06 L"_ 13.4 n _ LSETBACK LINE _ _ I r `-_— .. � x MAP PREPARED ocT.2,.2ola �..\ �-- �� Record oP Ravis ons noN a,formerly '� -30 `-- '�+ '`, REvlelon DATE 111 Russell Zel'ner �... -.... z now or formerly I,Ase AREAS uLY o,.2020 �' Joseph Seth Tusa & V A sF 7^wMecR Dec is zazo Denise Zenner Q t._-----_ \ Dac";s a HwM """" """ """ MAR as 2a7i TEMPORARY STOCKPILE AREA Noreen'oar Tusa V � s � � MULriPLE rnr"a,aoa subdivision Ma of "Shore Acres" y X" \ s � Dccxs MAR FOR CONSTRUCTION OF p _ RETAINING WALL DURING PHASE 2 filed on January 5,I1114 as Map no.41 t i subdivision Mop of "Shore Acres" flied on January 5,IG14 as Map no.41 - (� 40 O 20 40 90 120 r s- r - -- ---- (` JOB NO.I,-Oi&s-oI \ "_, r_,,-- DNG. OI'i_O165_site plan 4 OF 19 Figure 4. Upland Section Phase I Temporary Haul Road (Plan Sheet 10) It: J11, ,,01 4 oltq pIT4 'A g Ho—d K Y-9,Ld�q § Roi,e,t C�To.t,ArohIt-t v R,,�rt 5Ir—W,Ar�M��t "w'-f Ilk N J, W F1 J: 0 "A' iii% a, g a V'Z -q y"g A 7 '0 zvvp �m 2 "Y 41 E R,I t V, EN61NEER'5 GERTIFICATION '5V I�YCERTI�TIAT THE AATER�Lr(5)ANDOR 5E�IA61E DISPOSAL SY5TEM(S) TH15 PRO�CT PIERE DESISNEP BY N OR UNDER W PIPEOTIOK BASED UPON A CAREFUL AND THORO STUDY OF THE SOIL,SITE AND 6ROUNDINIATER CONDITIONS,ALL AS PROPOSED�CONFORM TO THE SUFFOLK DEPARTMENT OF HE -SERVICES CONS STAND 5 IN EFFECT AS,OF T115 VATE. ;N 01, VON T 10INARD K YOUN5,N.�E._E�NO. qS� THOMAS 0.NOLPSIRT,NY,5 PE,No&1463 VOUSLAS E.ADAMS,KY,S,�,E,NO.605� 15JR\/EY0P'5 CERTIFICATION d", I -REDY CZIRTIFY�AT TH15 MAP�PREPARED UTILIZIN$ HE SOUND AND TOFO6RAPII0AL SURVEY5 MADE EY US AND/OR UNDER OUR DIRECTION, J, R HOAARD K YOUN&,N.�,S.LE.NO.45a�5 J + 50AT 5TORA6E BUILPIN65 N 2 S E IN" 5TRONV5 YACHT CENTER at Mottituck,ToNn of 5outhold 50folk rountg,NoN York 'g, Oot�To.Mop 1000 10(5 1,—06 3A MAP PREPARED DEC.Is,2020 Peaord of R�vlspns REV15ION DATE "0 D�Ks I HNM —MAR_Ob,2021 POCKS —MARU 12,2021 MULTIPLE _MA�04 202 w 4 I K!" 50 0 25 so 100 50 J05 Ka 2011-0165 5601e: P 50' DN&�20170165-1t,Plo, 10 OF 15 ————————--I/ I Figure 5® Utility Plan North of SY ; Bldg® 6 (Plan Sheet ) NOTES FOR TEST HOLE DATA ABANDONMENT OF 5ANITARY STRUCTURES •too o=tra de-A�aooe,Riverhead..New York na0l anTe+lya .aro.+s+•r.........._____� t.1,631 7=303 lax.65"72 i OI44 admm�g�,mgenglneeringnam N ao 9 sia ` _ AHANDOWEN7IN / ( REST SYSTE _NA5T BC ALICENSE BY REMOVINGALL , zLti44((�n{ lS1f 43' 1 81 62 EXI UNS TOWAGE WASTES 9 B NEONSED YiA EMOVIULER.REMOVIN6 Vi�ii 44 t"+'�Y4 V 4V}4 THE TOF 07 TFr STRUCNR._(5)SACKP L ING W'H 5UITABLE 5ANO AND GRAVT MATERIAL,AND ROPcRLT COMPACTING. H- d A,Y L d"S y r _T---- 1 '4 JV o � 2A 6 snvp RESIPU STRUGflIRcf wABST'S SY A 11GCM15C Davgi G. d rns,P f E gi y Y AL50 BE ABANDO`v 51 REMOVING ALL ... ENi D HJxt-UER,REMOVING THE "' T.st,Ar "", A KFI_LING WITH 5UITA6LE SAND AND GRAVEi_ Robert vt,amski,Archltzck W ( �' a (�) s ey.1 1vJ a MA77BRiA_,AND PROPERLY COMPACTING 3 e ABANDONMENT OF SE iER DIMING y1 Y2+ IS_,O FURTHER IN THE NT SHALL BE:E I ANT GAPPED AS A TH A6ROC1ATTt 5 INER P P + M=AR5 yy...ABAtiDO`vM'N tYE DEPARTMENT SHOULD BE GONTAC cD FOR FJRTNER AHAIN THE: R AE-TFE AS IFNIEB,FUTURE Gon_*+w7,BM, SANITARY DESIGN CRITERIA B CALCULATIONS t I sn - A OF THE ABANDONED SEPTIC SYSTEM. i.ti b �= Ian cERriFIr�TION Ret UIREE, SEWAGE DESIGN CRITERIA \ THE ABANTONMENT OF EXISTING SEWA62 DISPOSAL SYSTEMS,EITHER = I N-PLACE,OR BY GRQUNpvNATER MANAGEMENT ZONE ZONE V CERTIFIED REMOVAL MUST BE CERTIFI 6Y EITHER A - \ LICENSED D 51 N PROFESSIONAL OR LICENSED CONTRACTOR A5 METHOD OF MA SUPPLY PUBLIC ALLOM5LE-5ANITARY FLOW =600 GPD/ACRE INDICATED 5Y THE DE KJlif yF ON TH PERM.T TO GON:.TRUGT.FOR f PROJECTS 7E MJD BY MJA&SAL KITH)D15TR.GT5, 5H BUILDABLE LANDS=I5.&345 AG x 600 GFDfAG =Q,SOt GPD .Gt,RL.AG„M1GY KITH JVRIaDIGTION Srl.,^V-R ALSO BE coxTA..TEP. DENSITY SEWAGE FLOW \ PROJECT 30G GPD TICS - ,\ Y OA ICE- ..,'102 OF A OD6 G0 5-I -00 GPD MARINA: IN B^vAT SLIPS B io 4 0.0AT SLIP =400 GFD GENERAL INDUSTRIAL: OF 0 O.Ok GPD/5F i96 GPD J •\ YY„�.r,„,."�"' �--"�.,s � �'~``.,� BOAT STpRABE.61,2P5 SrSF®p.OG GPDfSF =O GFD / BOAT STORAGE:IOUS&5F 0 000 GPP/SF =O SPA NON-STORAGE('BATHROOMS):504 5F @ 006 GPD/SF =IS GPD TOTAL DC-NSJI =t076 GFD DESIGN CALCULATIONS 5ANITARY 5YS7EM NO.I GENERAL INDUSTRIAL 4O0 5F A O6F IFF Iq0 GPD IAT OTORA, \ \ \ TOTAL DE51GR 61,205 SF P O.QO GAD/SF =O GFD \ Nory \IT Fork \\\` BBOAT 5 O Gc.101146 57 0 000 6FD/5F o GPD \ ! WATER MAIN E, \ nOW ro OrtYter (BAT ROOMS):504 51 G 006 EFFl5 =18 GPD \\ \ \ 555 Project,LLC n \ � �r� JC'fEN51PN I/�o.Owrs GAG -.. = tr+GP-D \ \ t'ROF05ED Flow 2 \ \ 0 R�<.v"UIRED -2I4 GAL. \ --_ R'Oa;y >^� USE OE-3 AS MF6 SY PUJIGLEAN USA =600 GAL. __ _,- � LEACHING \ � REP :6 6PD/tS 6PD/5.F. =131 5F5}YA 05ED _ACHING GALLEY SIZE: IF OF PARKING-+CALCULATION H DRANT 4r- x ssP°L x a,00'DEEP=7es SFBNA @6% USE 4 GALLEYS 9-ME SF5 EA. =51D DFSWA PARKING REQUIRED 0 5 \ rpz` Sys n, RR.OPp9ED DESIGN CALCULATIONS 5ANITARY SYS`EM NO.2 SIN,LE FAMILY DETACHED RESIRENGE =2 STALLS NN fin"` O ,�la, OFFCE=2,702 5F 0 1 5TALL/00 SF =27 5TALL5 y H O O SERVICE cb � hA 3 ` OFFICE: 4 SF R 0.06 5 = GPD MARINA BOA T OAT SLIPS®I STALL,2pRT SLIP 40 5TALL5 MARINA.40 B 10 OAT 5L1P5 G 10 GFD20AT SLIP y 40000 GFD STORAGE=161t1*i9 5F 4 1 5TALLA000 5F INS 5TALL5 / \` 3Q fi A"'pvn / 07 p \ `S S" ` g J,� TOTAL DESIGN FLOW e 562 CFO 2S EMPLOYEES®I STALL/EMPLQYEE =25 5TALL5 fy1 l Wpm sss'''eee S CSC l o" t J„--"� VA OINT5 TOTAL REQUIRED =262 STALLS 1 L \\, 5 Z, REQUIRED 562 SAL. J >v %O 6 INS, srExs ?„b' USE GEN-5 AS MFG BY W.1IGLEAN USA =bOO GAL. =ARKwG PROVIDED LIST OF ON—SITE STORAGE TANKS 1( a.t >,� \ ^.-�- woap 7 { ad' ~, E ( 6 LEAGHN6 'OTAL PROVIDED =51 STALLS So( .p c'24 ,Q 4'� y'X REO.562 GPD/I5 GFEBF 3T5 SP5KA YANDIGAPPER PARKNG PRPVIIIEP =4 5TALL5 'vitka aav ;c�� U `y TANK# 51L(SAL i CONTENT TYPE / ( _ $�' u, M �� FRnMf. �� LEAGiING 6ALLC SIZ- PRA F. 4,15Nx SSOLx 3CJv^,r,=7t 55F5WA T bO00 DIE N AS7 OUTSIT?E //1 I(( \ I \' ezt °3xs F ^IT r!m 1 PA 00S '2t{ t \ oribzW 114E s GR Fv4 ras SFSwA FA aca r•.FFwn ( ~ \ / 'd T'tETE f \ y EXISTING WE_L TP -. -._ /f/ '1 y i"`\ ENGINEERS GERTFCATEON 8 275 #2 FUEL O L AST INSIDE / ! 'hk+ nos wF��` nos I j n f 1 �y ( ,.'' 3E ABANDONED g•w. 9 275 #2 FUEL O'L AST N51DE3a T / f }. y ERcHY CERTIFY THAT THE WATER 5 PPLY(5J AND/PR SEWAGE f `EXI$'"IN 1 ,,,.,� U DISPOSAL 5Y57EMB)FOR THS'PRO.,FGT WERE DESIGNED BY,ME / 1 �O 275 #2 F'JEL OIL AST INSIDE \\\ ,'rr?J(j j ff��...�'"7 03 OR UNDER M`„DIRECTION BASED UPON A CAREFUL AND THOROUIH BG LDING USES GRO55 FLOOR AREAS(GFA) 1 M _. �,1 _ _ {/(/ fl `\` ` `% Ro ,&tyTE BONED f f 1Q'�JS~� Y W_§L p ^...'T 'WATER SERVICE "DACIILIITIi�S,,AS ROPPOSED,SERVICES CONFORM CON'57RU� HE SU OST TMS IN E 57 G TANK NU,BER5 SHOW\AS ASSIGNED BY S,..DH5 OFFICE / I „s Q BLDG.NO. USE 6FA OF POLLUTION CONTROL 111 f ` �c b v`sN `, A �. / / Z"21 y l EFFECT AS OF THIS PATE. !1 STORr 7 I TL,. �� < "' ,EX15TIhIG WELL 6 !/ j N D 5T , 16 0 5F , LA`i'ERAL TO BE ) { / 4l Rv51T-rlcE Q I 1 ',' / ABANDONED GJN L; / „�-„„ 'S ......... STORY ... 2-tO sP ' ,` ^_ . �� < )� C. Howa, P -IC (� mnx ro - a�F= -13 THOrA5 c NO ee 1ST^vRY GENERAL INDSSTRIAL 4,910_F j ! - "t< ( I G ,~-v STOR STORAGE 12410 5F ,l 5" 1 3 \\ I STORY STORAGE a J 1 27' t, L LAS C.AYJAM T NYS t=.NO.6i453 \. l `4 CREGENTLY REMOVED) 169 SF ?}� I( / tl �' f/ ' 4-._,: L #E 1%' { DOUG 5 RYS.P.E NO 0069. C5I5TGRY 8415E C F S ,.f STORAG- �{�. 1 .� :- r - �. 1 GP - 2 0 ( s u ,/ ' ta-�s'�yT (._,.. �re�/ �, a 5URVEYCP,5 CERTIFICATION f/6 TaR io.7&6 5F a �� 1 Jl /!(I `� r s.9 .A. '1�,j "` li 1 / FL$ (nc bsm) 3 • I HEREBY CERTIiY THAT THI5 MAP MAE PREPARED UTILIZM6 7> 1 3TPRY 15O"6 5F Cf l J 1 I f f, �.'F ! S 5T pFFIGE REGORRS AND BOUNDARY AND TOPOSRAPHIGAL SURVEYS „ l,./ 5`0RAGE C V ( I J / a I C`I- `�`F --`N' � NryU um MADE 5Y US,ANP/OR UNDER OUR DIRECTION. S Q>'' oOT /a f •�U �a i p a "J SroRAGE 22A25 OF 0 uu6nye �! 0 e Oo EXISTING SANITARY i ( , 1 ,� 0 SYSTEM To REMAIN SYSTEM a BLDG NO. USE GFA Sr \ / (5GDN5 REFS Ii-50-40) t°{ n l'J ......__�. 5-Ra„YE.,..........,_,. 4'000 SF_. 7 I ! F V A J �{ 1(-- -- a I T�' � A � �'.� sss 4 n,� 1: 1 \SQ� srORa .ss9 VENT a 929 HowArzD n YouNG,n Ys LE- FORCE No.45aa3 ` `` p. TCpY i'ROFFO ED 51 .+ \ °" NNA' BUIL11- WATER ERVICE `{ r�1 o1T G(Uo' 1 s �GP j` NEw SANITAR'"SYS`f-E NO2 .� �.- �T--�' """"i �}{ 600 GALLON I/A OWTE- V � 5T (5?4.-I5'W x 650'L x 3.00 D EP '^.: v 'A x � q zN 444.-F Ftaa�c e'xn_ �� 8O T DTOR G BUI DI GS I LEACHING GALLEYS os v 1 STRQNG'S YACHT CENTER ^_ —- J I 1 n DP%FUTURE EXPANSION V t G... -L"` "l of MOttltuck,Town Of Southold �,\..-•-F-'"" \ 1 =, Suffolk Gaunty,New York 5 WATER SERVICE V 9n '_ - ---.—.—._.—-------------------- SEE." vi s PROPaf PROPosED LOGATrON / t UTILITY PLAN FOR ow S GO PANEL§BLPWER _ d , I000 106 or, o. O I r"Itq To.Mop r1 ri.G I vO0 5�:-ero�106 2U e..s P6 i I3!4 / s - _ - e r+�acs y {{ t i - w MAP FREPAREE, _ .. 1- Jul.P5.201E EXISTING WATER SERVICE TO BE ABANDONED GO_I -_r{ o ' Record oP Revisions 9Euuw sr nck _ 3 ' REVISION DATE U �_ --n"� { { 1 2 TQ5 NY5DEG NOV.20 200 EXISTING WELL TO BE USED FOR IRRIGATION ADd TANK INFO _ A=R on 2oia �q\=] PURPOSES ONLY J�'-'�' 4 { — �� TA ... ....... W DEG JAN 02 2020 y -~ v�� SOOTSSA IrTa1¢a e�IRniHa�,E MEC p4zoOo J Y q��p (/'''t S e.1 1 I ' DOG S&FVhN P 2... 4O _._._.&G MMAR-2 22o 21 __ 021 m 1 . -- _--- _40' Ito �n �.... 5 A./6..... I - t 1, 11 '6 t ��, 5caie: I �" 1 i.. { 1 1 JOB NO 2OIT-0165 PING.2Gi'I.-0165_site plan 5 OF 13 Tigure 6. Utilities and Minor ElementsSouthof Bldg. I� \ h) TING ELL TO H OO andvnue RT—hood,N Y 1R0' l I J \\ 4 USEP?'-=OR IRRIGATION 4� �`�_.-`~ } t }} S i 1 � e�Ae teL G31'f2'(2309 P E3-'12T,0144 PURPOSES ONLY ti adm nor- r N lv H rd A,Ycung Lard D B- i' a. Dougl dams,P E gI e l @ E A i 0, .,A h tots -abort.,tram sEt Aran tmot 06 v } E{.EGTR G. } TEMPORARY a / J ..r/ �, IoERRosN�. GENERAL SEQUENCE OF SITE ACTIVITIES � 1 Y ,^ `� rv9, rRor tnillLiErM,\loLei ° 2'LT5"R-::-oNa r naRA EROA"'c ETR LMeAsaR=_s HAUL ROAD z \ f } s A_AT ON o PCRIM r-R STABILIZED -.. u' \,�'�.. E sT9R \ _ :. R a<AtL ecAo (EXCAVATION ` \ N P \\} }II ExGAVA iON A\ V T� TON 0 R TAB GF vPo i' CONSTRUCTION Ml v N nC-a 1 A_�- PHASE 1) — x 3 f },. 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ENGINEER'S CERTIFICATION .................._ � _._100'FROM �(. �J Ic-I oc N.. Sfi _.xe_tI�s a- � �ss , gym /"lk V' �z _ I weTuwos_.'' a � FFE1.=14.00 `- \ ?a yqT „� �F !I! o Jx a No Basern o t/ P r' vz a v CONNEcr NO,RNOf P ens �, . I// � v as � �' r--oa ARetr:�a�nrr�PIE n u�rnrv�e. O porvn`b1aurL�ccaON F-AD, �\ czrJlaDl,axsooa�T.EPaaoLa. jj,J HO�ARP 5 , OLIIM I Ns,uG.^aaesn. '^"'^..+.�"""'^�,� zt �\ \ •2a ,\\ \ �^LLARpS. / /'/ ¢A �/Jti„ DOVGLAS E APLAMSTN SS P.G N O.61483 tlao^ O,001111 \\\ T a - INLer r �. &BTORAGEAREA <�LL`x i/O �''Xi�r_n�q �\a�=, A`z, V\�F ,�\ v■mp..P n:- a DTON,� AVEMGN T „. roEcrrsacFl nr N aE m BGAT STGP\6E BUILDINGS JTRGNGJ YAG"T CENTER «\EQUIPMENTtMAINTENANCE ' µ Gt Maitituck,Town a°Southolde Suffolk County,New York 4 n r1 Lr oot,6-' ven T � i rtV /I/ '•Q" 7 /f^��.. '�- ae To• «�Tom-\ \y•^� cq / Taa ~� :cF SILT FENCE ' EROSIPN 8 SEDIMENT CONTROL PLAN T`12a $ SETBACK LINE ��0° GONOR _ / oa1Q ra 6Na as; wah w za "sa_.A'AL_, - I N Jam �'~•G 7 MAPrPRenax Ma u-�<.'::.:IGOO s�;,;,,IG6 ,..06 IG es ab a•orf `xF 7GGG 106 O6 Ool �''-.-" 9 p Ler 13.4 V "R�'AGWN6 ' t ,? n4" f¢k, RED O"".2a,2o2c 5 'a \ m \-_, d I�N s noceT€_snLM�-e.. rp^aR_82azo � � �\ ° g Record of Revsons A-LPN } QS ( -__-_____________ _________________-__ _ N LP ` REVISiOh DATE PROTECTION vEGRouNn r ":P\ > ..-. ...-. _ j I ( TEMPORARY l 2021 — //( I `.',T, DOGK5 MAR.5 2021 STOCKPILE AREA a\� _.__�E __._._ _._._._._._._._ _nr a»2c2i INLET t T PROTECTION j'\ _ .._._._._._._._._._.:.:.:._ 4o a 20 40 90 120 JO NO.207-GINS E=now;,�^ur seT ■=mau+ r-cvup A•-- A=--=os'ua DWG.2G1_OI.._sl Pan II O'r �. ilY .a ^ x x � �t R04iN 4255 Al 49t0.. 1 4 U ;} j Y .,, In 70 i " t s" 4 11 Source: New York Public Library Digital Collections Strong's Yacht Center-Proposed Boat Storage Buildings, 12-104 Hyde Map with Current Addresses Mattituck,Town of Southold,Suffolk County, NY w x a ee 144 k k m ,s`Iy s< �10 4 4105 NN 40 45 < . Source: USGS/ESRI Historical Topographic Map Explorer Strong's Yacht Center-Proposed Boat Storage Buildings, 1904 Shelter Island USGS with Address Numbers Mattituck,Town of Southold,Suffolk County, NY x Y y t r k � t 4 3 n n ra�nv`l.l....�t 5.....1 ,t �',i ��:�n.tom uk`:t ti,, iws k ,.i;�a\��da`" �.• ti . , ,„ �. .�< z. kkr Source: Mattituck-Laurel Library Digital Collection Stron 's Yacht Center-Proposed Boat Storage Buildings, Old Mill ca. 1905 with Dam in Place, • Mattituck,Town of Southold,Suffolk County, NY Image 2014420 • P i t j� Source: Mattituck-Laurel Library Digital Collection Strong's Yacht Center-Proposed Boat Storage Buildings, Old Mill ca. 1920s with Swing Damoil Mattituck,Town of Southold,Suffolk County, Y in Place, Image 212220 ,rHZ OLO MILL, MATTITUCK,LONG I Ot t.Y, t.`Q `tYi Vv. a e 4 l tltw� a r ° t v s 4 vw:w[Mace ,xld kN1 z 1,v n E vlge Requen Metadrata image Source: Mattituck-Laurel Library Digital Collection Stron 's Yacht Center-Proposed Boat Storage Buildings, Old Mill ca. 1940s with Water ' Mattituck,Town of Southold,Suffolk County, NY Tower in Place, Image 21263 425 4900IAO 410 ,• A f a x "�.. r .s ,�r�, d1 Source: USGS/ESRI Historical Topographic Map Explorer Strong's Yacht Center-Proposed Boat Storage Buildings, 197 Mattituck Hills USGS with Notations Mattituck,Town of Southold,Suffolk County, NY .,, 01 Ni r ,,. A �� Hu Source: USGS/ESRI Historical Topographic Map Explorer Strong's Yacht Center-Proposed Boat Storage Buildings, 156 Mattituck Hills USGS with Notations Mattituck,Town of Southold,Suffolk County, NY f https//gis suffolkcountynygov/tgisvicnNeif l Sg UV tILl.F L.MATTITUC 4255wMILL._ \f k' w. z J t 1 ` rHi Source: Suffolk County GIS Viewer Strong's Yacht Center-Proposed Boat Storage Buildings, 1962 SUFGIS Aerial Section /Notations ` Mattituck,Town of Southold,Suffolk County, NY https tfg6s3 suffolkcountyny.govrcgisvievn erg U�MILL.RD MATTITUCK. X z fin., 4253'VW ME I—_ its , t c IN i k 1 �t a, t ' �>r 1 rl ti x Source: Suffolk County GIS Viewer Strong's Yacht Center-Proposed Boat Storage Buildings, 1978 SUFGIS Aerial Section /Notations Mattituck,Town of Southold,Suffolk County, NY 6ecwaphEr fnfmiatrgn Systems ':dt X �,",�,.61SVI--, X + C } A littps,ffgis3.suffolkcnuntynygovjet€,viuw;rr/ yt h w Source: Suffolk County GIS Viewer Strong's Yacht Center-Proposed Boat Storage Buildings, 1984 SUFGIS Aerial Section /Notations Mattituck,Town of Southold,Suffolk County, NY Geographic Informahmsystem, X Suffolk County G"sPoicil X g1 ..GISVieiver.. X t f? i €ittps:trgls3,suffolkcountyny.govt)svie�vur v ,f t a r, �4? S S i � i{u i a YS} ^ rv. Source: Suffolk County GIS Viewer Strong's Yacht Center-Proposed Boat Storage Buildings, 2001 SUFGIS Aerial Section /Notations Mattituck,Town of Southold,Suffolk County, NY s 2 Source: Suffolk County GIS Viewer Strong's Yacht Center-Proposed Boat Storage Buildings, 2013 SUFGIS Aerial Section /Notations Mattituck,Town of Southold,Suffolk County, NY ! Custom Soil Resource Repo rt Figure 19, USDA WSS Project Parcel ! Soil Map }Ma - z_ !_ 705760 z_ «« _a !_ 7061e _m _m mex, y : _� . �\ . « „ \t� : ( ` ° $ - $ \ v� 4 : � 4 d� J \ yg . 4 © « �\ _\ ] «re, : «re, 705690 705760 z_ z_ _a !_ 7061e _m _m ; ! . Map Scale:t&960rprin k ma landscape(11 as)sheet. . -« \ N e < m m A \ e q A A projection:Map Web Mercator Comer coordinates:ws Edge UTM Zone18N w S84 9 4i z ..,�siro?$ Source:Town of Southold Mill Road Preserve Trail Map Strong's Yacht Center-Proposed Boat Storage Buildings, Mill Road Preserve Paths /Notations Mattituck,Town of Southold,Suffolk County, NY Appendix B - Photographs: Project Site 32 �� 3 ..z; as- c.a �, � } �� , t= � �\, py x t yy o':�. r, 0 � �,b� �x �. � i �� s � � � # yr'} �a`,' a �'�, A`� i�,=a 34 � ��F.�� e },�. "��i� g Sri„.; Y�� p�«"wq 6�t.' k :, Q� r.T� �N u > �i� xr 4 �i 3� t1 )R.. }� H- S;, 1p #s,„, ��t ti �� f °�� .. �c �3�� ant '� �� }� a S $� ' ��14 1 4 � � 4� v. a myna„ rt a" Photograph B1. Project Site CEA, looking NE from the Bluff across SYC Bldgs. 6 and 7 (Field Photograph RM_IMG0438, 03/25/21). aR. zy m � v Photograph B2. Project Site CEA, looking SE from the bluff across SYC Bldg. 8 (Field Photograph RM_IMG0436, 03/25/21). >�s i x w. � a t a Photograph B3. Project Site CEA, looking CEA, looking SW. at the floodplain/bluff juncture west of Bldg. 7 (Field Photograph CSW_PA030048, 3/10/21). a ; u;. k Photograph B4. Project Site CEA, looking across the CEA valley slope ridge and swale topography (Field Photograph RM_IMG0450, 03/25/21). va r r y Photograph B5. Project Site CEA,tire in spoil bank(Field Photograph RM_IMG0443, 03/25/21). ma n , z r. x . a J t Y � Photograph B6. Project Site CEA,geotechnical bore location (Field Photograph CSW_P1010004,4/28/21). m M Photograph B7. Project Site Temporary Haul Road, looking S downslope across the 40 to 20 AMSL contours (Field Photograph CSW_PC060018, 6/16/21). . ✓' 7.t x Photograph B8. Project Site,Temporary Haul Road, looking W across successional shrublands (Field Photograph RM_IMG0416, 03/25/21). Photograph B9. Project Site,Temporary Haul Road, looking NE across ATV berm (Field Photograph RM_IMG0408, 03/25/21). s ; b w� a a W, u t Photograph B10. Project Site,Temporary Haul Road, looking N. along W. Mill Road from the north side of the haul road entrance/exit (Field Photograph CSW(DH)_P060030,4/28/21). 5 � Photograph 1311. Project Site, Water Main, looking W.from the intersection of Naugles Rd. (right) and W. Mill Road (left) (Field Photograph CSW_P1010017, 03/10/21). a x �e Y h �1 YY u�� tx,�{t 4Ux t ;x,t Photograph B12. Project Site, Main Water Line, intersection of Naugles Rd. (left)and W. Mill Road (right) looking E. (Field Photograph CSW_P1010015, 03/10/21). s t t k - n Ea 3 zY Photograph B13. Project Site, Secondary Water Line, looking NE across the backyard of 5104 Mill Rd. (Field Photograph CSW_PC060011, 6/16/21). r - ti r Photograph B14. Project Site, Secondary Water Line, looking NE at the water line route with SYC Bldgs. 5 and 6 downslope (Field Photograph CSW_PC060014, 6/16/21). x - x. _nm Photograph B15. SYC, looking W. at Bldgs. 2 and 3 from 80 E. Mill Rd. dock (Field Photograph CSW_PC060042, 6/16/21). t tT 4ti 51 T4 kS.t ri Y i llii P I 9 Photograph B16. SYC, looking SW at Bldgs. 6, 7, and 8 from 80 E. Mill Road dock(Field Photograph CSW- _PC060040, 6/16/21). 0:41 s 4 t + � i�� I k 1 � p 4 � t n y+ I ,1 a"§I x @ )1,L. 4 <.aix ns o k � as w `u4�Zi `R.yi4 e yC Photograph B17. SYC, looking SW at the location of now-demolished Bldg.4. It was right of the ladder(Field Photograph CSW_PC06000S, 6/16/21). 4 y i� r 4 b Uc' N i Photograph B18. SYC, North Dry Dock without lift, looking E/NE (Field Photograph CSW_PC060002, 6/16/21). )y I Kr kfi F � g II.I n w w Photograph B19. SYC, zinc plates on hull and rack(Field Photograph CSW_PA030047, 3/10/21). g r i s S7t ^ Rl F� spa Cr �f t �1 F xi4; it �' St �k m 44 Photograph B20. SYC,current emergency access road orient east-west between W. Mill Road and Mill Road, looking W. (Field Photograph CSW_PA030024, 3/10/21). , w 4 t µ e K 4 � aY 4 Photograph B21. Project Site, looking N. at the Stabilized RCA Shoulder grass strip on the east side of W. Mill Road (Field Photograph CSW_PC060028, 6/16/21). Appendix C - Photographs: SYC Buildingsf Structures 33 u 1. t} tt ct a� 41, a-a Yxfd,' 4 73 S Ifs v, Q,d 3 R 4> b_TJ �3 v� wm 44 v � w i tt `i x hr z� Photograph C1. SYC Building 1, residence, looking N/NE at the front facade (Field Photograph CSW_P3250008,03/25/21). 5? n4*}3t!ra n t u r a ew, Photograph C2. SYC Building 2, office, looking SE at the north and west facades (Field Photograph CSW_PA030067,03/10/21). f4 y � jr i f a w Photograph C3. SYC Building 3, maintenance, looking NE at he east facades (Field Photograph CSW_PA030056, 03/10/21). r r Lr ty` §k s. Y• w)�. Photograph C4. SYC Building 3, looking NW at the south and east facades of the old City Island hanger(Field Photograph CSW_PA030055, 03/10/21). i * Kay r x {y !LL 9 4Ky "l 4 fS Y K i 1" l is rr, Photograph C5. SYC Building 5, storage, looking at the north facade (Field Photograph CSW_PA030054, 03/10/21). Y r,. 1 ti { 1{4 \ { Photograph C6. SYC Building 6, maintenance and storage (Field Photograph CSW_P1010011,03/25/21). n f Photograph C7. SYC Buildings 6 (right) and 7 (middle)and South Dry Dock lift (left) (Field Photograph CSW_P1010009, 03/25/21). a;N 4 'e i i „L i J Y Photograph C8. SYC Building 7, maintenance and storage, looking SW at the east and north facades (Field Photograph CSW_PC060006, 6/16/21). i }hwsi llta tin t+tat t 2: � - �usf Photograph C9. SYC Building 8, maintenance and storage, looking SW at the north and east facades (Field Photograph CSW PC060008, 6/16/21). }�U u t Photograph C10. SYC Building 8, looking SW at the roof detail between the annex (left) and the main building(right) (Field Photograph CSW_PC060009, 6/16/21). {�4 �f }t� lyS t { ! J ��f 1 t-; { 3 y 1S{, Photograph C11. SYC North Dry Dock with lift in place (Field Photograph CSW_P1010006,03/10/21). a S }x _ i t Photograph C12. SYC boat slips looking N. (Field Photograph CSW_P1010012, 03/10/21). Appendix D - Photographs: West Side Abutting Boundary Parcels 34 q \ / \ \ � � § t «« \ K � \ � y . . . s Photograph D1. 800 North Drive, looking E. at the west (front)facade (Field Photograph RM, 03/25/21). t q F 'Y 4 Photograph D2. 800 North Drive, looking S.from the CEA at the north facade (Field Photograph RM_IMG0446, 03/25/21). r r f. Ile Photograph D3. 800 North Drive, looking SE from the CEA bluff at Bldg. 8 roof and 800 North Drive on the distant ridge (Field Photograph CSW_P3250015, 03/25/21). syy r r a F Photograph D4. 805 North Drive, looking NW at the east (front)facade (Field Photograph RM, 03/25/21). �t r y4 Y 2Y M Y Photograph D5. 805 North Drive, looking SW at the east and north facades from the base of North Drive which is the top of the filled inlet's south slope (Field Photograph RM, 03/25/21). e v " w ank Y, 4 I � � I' ��igaJ ate.:. Photograph D6. 805 North Drive, looking SE from the south end of the CEA(Field Photograph CSW_P3250024, 03/25/21). 1' 1 i r x a t . tv Photograph D7. Mill Road Preserve perimeter(red) path looking NW at the backyard of 2010 W. Mill Road (Field Photograph RM, 03/25/21). "s 4 xt�3 j g Photograph D8. 2010 W. Mill Road, looking SE at the north (front)fagade of the house (Field Photograph RB, 03/25/21). F. s' Y i yr: q, 1 � z, �u � 4 Photograph D9. 3380 W. Mill Rd., looking SE at the platform water tower(Field Photograph CSW_P1010022, 4/28/21). t d 9s d I w y n� r` Photograph D10. 3380 W. Mill Road, looking NE at the platform water tower and the adjacent accessory building(Field Photograph CSW_P1010023,4/28/21). p n w-�.wd+ { r'"t h } } K r t a< yyg 7 k Photograph D11. 3380 W. Mill Road, looking NW at the accessory building south facade and the adjacent platform water tower(Field Photograph CSW_P1010025,4/28/21). M � y.. k}I t f" {u Y ti Ty. Photograph D12. 4900 W. Mill Road, looking SE at the north and west facades of the house (Field Photograph CSW_P1010019,4/28/21). t M 3 Y r mv Photograph D13. 4900 W. Mill Road, looking SE at the west fagade and the outbuilding to picture right (Field Photograph CSW_P1010020, 04/28/21). a tt Ott �r �r+S cc 0 a. Photograph D14. 5550 W. Mill Road, looking SE at the north facades of the house (left) and garage (right) (Field Photograph CSW_P1010016,4/28/21). t < .,... i �ti4 v 3 � Photograph D15. 5670 W. Mill Road, looking SE at the north and west facades (Field Photograph CSW_PA030064,03/10/21). n w { Y} Y � w y 7lp q y i 4 �4 Photograph D16. 5102 Mill Road, looking E/NE at the west(front)fagade of the house (Field Photograph CSW_PC060025, 6/16/21). mmr. r r q'L , k" v. v b Photograph D17. 5102 Mill Road, looking E/Se at the house and support sheds (Field Photograph CSW_PC060026, 6/16/21). k ^ a ff r w' $ C 4 p � Photograph D18. 5106 Mill Road, looking E. at the detached garage (left) and house (right) (Field Photograph CSW_PA030042, 3/10/21). a S K r. f .f 4 i ti Photograph D19. 5106 Mill Road, looking N.from the CEA to the south facade (Field Photograph RM_IMG0432, 3/25/21). Appendix E - Photographs: West and East Side Viewshed Parcels 35 _� a� as �, '' ko �� a� ,; � u�a� „� �; ® � � a � � � � � � �� , + C> � � � ,. ..� W .� as � ' `� G� b� ,� T \ : � � � , . � ©. \\ . � � . > . .a � \ . �, . \ ^�® a �?» . >�, � yy � . � :�� y�r G � . y�� m ` . , � ~~ °d»� « �\ / � . . ��/ . �\ © ��: _ ~S° »�: ��d ^ « o « ��w d° :?m��'�2 . . � � � »«°: :§ . q� ` � \ d � \ . ? Photograph E1. 4105 W. Mill Road, looking SW at the east and north facades of the house and the east facade of the barn (Field Photograph C5W_PA030026, 03/10/21). yak a Photograph E2. 4105 W. Mill Road, looking W/SW at the east and north facades of the barn (Field Photograph C5W_PA030027, 03/10/21). 4 T t t jt 1xh4 r...r t a Photograph E3. 4105 W. Mill Road, looking W. at the east fagade of the studio(Field Photograph CSW_PA030028, 03/10/21). z Photograph E4. 4105 W. Mill Road, looking NW at the south and east facades of the house (Field Photograph CSW_PA030029, 03/10/21). v y., t, p �• v � nv �S )1 "t 4 t j .9 u r q Photograph E5. 4105 W. Mill Road, looking NW at the house from approximately 100 ft. southeast of the house (Field Photograph RM_IMG0399, 03/25/21). r U °�,9 =„�� ii h 1 �} � � c ��n+� � �� 4 �,� + }h. �i 'da' i ��; I ,,,;f��{ .j j n��, �� .t. � ., �, ,;�1, �" �y'a �.Ma: , _ �. �� u � � �� .� 1. �� ,. ..� �E °: ... �r s,. .z,• �' � �; � j"'i i� i t3 � �` �, � � �,. � �,v � lw �z s 4 3�f 1 s, e w u `I �i sS i Photograph ET 15 E. Mill Road (USN 10310.000350, looking NE a the south and west facades from the office dock at SYC(Field Photograph CSW_PC060010, 6/16/21). .. ... r t iBltlB Y o Klilli R v t till? w { Photograph E8. 15 E. Mill Road (USN 10310.000350), looking N. at the south fagade from the 80 E. Mill Road dock(Field Photograph CSW_PC, 6/16/21). a St }t a , Photograph E9. 80 E. Mill Road dock looking SW toward SYC(Field Photograph CSW_PC060040,06/16/21). �1 Photograph E10. 200 E. Mill Road support building looking W/SW (Field Photograph CSW_P3250035, 03/25/21). d t a Yd 4 Photograph E11. Looking E. at 100, 200, 220 east facades from SYC(Field Photograph CSW_PC060003, 6/16/21). Photograph F12. Looking SE from the CEA bluff toward 750 E. Mill Road on the far terrace (Field Photograph CSW_P3250014, 03/25/21). e n° Vm 1 s d C' ��4 1 (1 4�'�14 �t➢�i3 r a r` x qp M w t .p � m Photograph E13. 3331 Grand Ave., looking north at the trailer(Field Photograph CSW_PC060047,06/16/21). � s .�, "� ' �✓d ,� �; � .^��, et lei ','st <�'�« '��a a'�' Photograph E14. 3331 Grand Ave., looking NW at the northernmost cabin (Field Photograph CSW_PC060046, 6/16/21). a M II L tv. a= rs,.4 e � o, b Photograph E15. 3331 Grand Ave., looking S/SW at the main building(left),the picnic center shelter(center), and two additional cabins (right) (Field Photograph CSW_PC060048, 06/16/21). e *�M w: m Photograph E16. 3331 Grand Ave., looking SW at the picnic shelter(left) and the north facades of the two cabins shown in Photograph E15 (Field Photograph CSW_PC060049, 6/16/21). a a, p P s' yu o h .c �M Photograph E17. 3331 Grand Ave., looking W/NW at SYC Bldgs. 7 and 8 (Field Photograph CSW_PC060050, 6/16/21). t + a Photograph E18. 3329 Grand Ave., looking W from the driveway entrance to the house (left)front facade and the garage (right) (Field Photograph CSW_PC060044, 6/16/21). r ff i+# Photograph E19. 3329 Grand Ave., looking W/NW across the house lawn at SYC Bldg. 8 on the opposing shore (Field Photograph CSW_PC060045, 6/16/21). d 'r� w ,ak 4 S t Photograph E20. 3293 Grand Ave., looking SW at the front(north)fagade from Grand Ave. (Field Photograph CSW_PC060043, 6/16/21). Appendix F - Photographs: Previously Inventoried Properties Identified in Town of Southold Scope 36 e y �D rk Y,se ttP w? i p�py-1 Apt 1�* k k CN � n4 � o, 4, W, l eke l kk a �Rdm Cam' CZ 00 73 t o .. 1 t n� ra 7: a" dt""d F / 1 c x i k Photograph F1. USN 10310.000347, main house, looking NE at the south facade. (Field Photograph CSW_P3250022,03/25/21). t r } i ;a Photograph F2. USN 10310.000347, main house, looking NE at the west and south facades of the addition (right) and the conservatory(right) (Field Photograph CSW_P3250025, 03/25/21). Photograph F3. USN 10310.000347, main house, looking SE at the west and north facades of the conservatory and the north fagade of the main house (Field Photograph CSW_P3250018, 03/25/21). 11 kli , x f Photograph F4. USN 10310.000347, main house and addition, looking SW at the east and north facades of the main house and the east fagade of the addition (Field Photograph CSW_P3250019,03/25/21). e� u x V , Y Photograph F5. USN 10310.000347, main house, looking NW upslope at the east and south facades from W. Mill Road (Field Photograph CSW_P3250021,03/25/21). a t fi t $Y y a Yit} A7 Photograph F6. USN 10310.000347, mother-in-law house, looking NW at the south and east facades (Field Photograph CSW_P3250024, 03/25/21). k"' , °. °�' ,.. � t 1 "✓"c}�y' 7�rya � 4 � 'v 1 s i Photograph F7. USN 10310.000347, mother-in-law house, looking SE at the north and west facades (Field Photograph CSW_P3250024, 03/25/21). t t\sir h� 4c tit;lh s„Y4 �Sr; s�,. Photograph F8. USN 10310.000347, barn, looking NW at the south and east facades (Field Photograph CSW_P3250025, 03/25/21). W rr' kf t t Photograph F9. USN 10310.000347, barn, looking NE at the west and south facades (Field Photograph CSW P3250027, 03/25/21). u Y 4 F y x r Photograph F10. USN 10310.000347, barn, looking SW at the east and north facades (Field Photograph CSW_P3250030, 03/25/21). y15�}I 4 5 v. w� 9k � >Y Ti x z $ A [ 3a w 7777 .......... ;;;;;,............ Y� Photograph F11. USN 10310.000348, Old Mill Restaurant, looking SE at the north and west facades (Field Photograph CSW_PA030058, 03/10/21). t '.e �3t` 14t it Photograph F12. USN 10310.000348, Old Mill Restaurant, looking NE at the west and south facades (Field Photograph CSW_PA030065, 03/10/21). a t" Y a x�a r4 3s h Photograph F13. USN 10310.000348, Old Mill Restaurant, looking N at the south facade (Field Photograph CSW_P1010001, 04/28/21). m , n m w Y Photograph F14. From 80 E. Mill Rd. dock looking W. at Old Mill Restaurant east facade (Field Photograph CSW_PC060039, 6/16/21). ,k r {a Photograph F15. USN 10310.000349, Old Water Tower, looking SW at the east and north facades (Field Photograph CSW_PA030060, 03/10/21). t r� 4 i S I k's � r a s: c'i"S w tam - y Photograph F16. USN 10310.000349, Old Water Tower, looking NW at the south and west facades (Field Photograph CSW_PA030068, 03/10/21). Appendix G - Town of Southoldfflark C. Tweedie Resource Forms 37 Fat SOUTHOLD LANDMARKS PRESERVATION COMMISSION MK-18 Historic Building/Places Inventory Town of Southold �y4 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Name: Town of Southold/Mark S. Tweedie Date: May 2012 Organization: Town of Southold Landmarks Preservation Commission Inventory Update: 1. Building/Place Name/Date: Robinson House, (Early 1800's) 2. Tax Map Number/Address: 1000-106.-9-3, 4255 Mill Road (Address on both House and Tax Map List, (#1980 Mill Road on original SPLIA form) 3. Town of Southold Identification Number: MK-18 4. Current Status of Historic Building(s) or P1ace (s) : -Extant 5. Evidence of Structural Modifications: -Shutters added to windows, original survey did not mention the type of roof, but currently the house has a slate tile roof (unclear if new modification) . 6. Notes: -Barn is extant and intact. Photographic Record of Historic Building(s) or Place(S) - May 2012: y � a a j s -: ,Ztti4 f9. South Facade, West Elevation. Fat SOUTHOLD LANDMARKS PRESERVATION COMMISSION MK-19 Historic Building/Places Inventory Town of Southold �y4 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Name: Town of Southold/Mark S. Tweedie Date: May 2012 Organization: Town of Southold Landmarks Preservation Commission Inventory Update: 1. Building/Place Name/Date: Old Mill Restaurant, (1821) 2. Tax Map Number/Address: 1000-106 -6-3 5775 Mill Road 3. Town of Southold Identification Number: MK-19 4 . Current Status of Historic Building(s) or Place (s) : -Extant 5. Evidence of Structural Modifications: -Main structure, awnings removed from second story windows; restaurant wing (left foreground below) , awnings removed as well as minor roof modifications 6. Notes: -Landmark contributes significantly to historic landscape of Mattituck, and also is an important and rare example of a tidal mill. Photographic Record of Historic Building(s) or Place(S) - May 2012: } I 4 � I O View is East. Fat SOUTHOLD LANDMARKS PRESERVATION COMMISSION MK-20 Historic Building/Places Inventory Town of Southold �y4 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Name: Town of Southold/Mark S. Tweedie Date: May 2012 Organization: Town of Southold Landmarks Preservation Commission Inventory Update: 1. Building/Place Name/Date: Old Water Tower, (ca.1900) 2. Tax Map Number/Address: 1000-106 -6-4 1 5670 Mill Road 3. Town of Southold Identification Number: MK-20 4 . Current Status of Historic Building(s) or Place (s) : -Extant 5. Evidence of Structural Modifications: -Extension from third story in rear facade, all windows appear to have been replaced, and window in south facade replaced with small vent. 6. Notes: -One of the three rare tower buildings of Mattituck that contributes uniquely to the historic landscape of Mattituck. Photographic Record of Historic Building(s) or Place(S) - May 2012: I View is Northwest. I MK-20 r 3 x r i mP View is West. 2