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Home My WebLink About20190595 Adelphi Spa Hotel Old PB file Site Plan ReviewApplication 19 Washington Street Hotel and Spa Saratoga Springs, NY CHA Project Number: 28352-7002 Prepared for: RBC Construction 8 Paddocks Circle Saratoga Springs,NY 12866 Submitted to: City of Saratoga Springs Planning Board Ms. Kate Maynard, Principal Planner Prepared by: C+Lk -' III Winners Circle Albany, New York 12205 Phone: (518) 453-4500 August 23, 2017 CI ,„.1 A . ,,,, August 23, 2017 Ms. Kate Maynard Principal Planner City Hall 474 Broadway Saratoga Springs, New York 12866 RE: 19 Washington Street Hotel and Spa Site Plan Review Application CHA Project No.: 28352-7002 Dear Ms. Maynard, CHA Consulting,Inc. (CHA)is pleased to provide this application for Site Plan Review for 19 Washington Street Hotel and Spa located at 19-23 Washington Street in Saratoga Springs,New York. This submission includes 2 copies of the following: • Project Narrative • Application for Site Plan Review • Site Plan Review Submittal Checklist • Short Environmental Assessment Form • Site Plans • Architectural Plans and Elevations • Site Plan Review application fee ($6,756.70 check payable to Commissioner of Finance) Thank you, and if you have any questions, please call me at 518-453-3927. Very truly yours, Of / / , Anthony P. Stellato, Jr. PE Vice President Attachments cc: Jeff Ward, RBC Construction Toby Milde, Adelphi Hospitality Group Michel Ducamp, Adelphi Hospitality Group Jeremy Sherring, Mark Zeff Architecture V:\Projects\ANY\K3\28352\Permitting\19 and 23 Washington St\Site Plan Application 170823.docx "Satisfying Our Clients with III Winners Circle, P.O. Box 5269,Albany, NY 12205-0269 Dedicated People Committed to Total Quality" T 518.453.4500 • 518.458.1735 • www.chacompanies.com Project Background Adelphi Hotel Partners, LLC is the owner of property at 19/23 Washington Street in Saratoga Springs, New York, which it acquired in 2014 from Bethesda Episcopal Church. The property is comprised of two tax parcels (165.67-1-14 and 165.67-1-15), and approximately 0.47 acres. It is situated on the north side of Washington Street between Universal Preservation Hall and the Rip Van Dam site. The northeast corner of the property abuts the Adelphi Hotel (361-365 Broadway), also owned by Adelphi Hotel Partners, LLC. The most significant feature on the site is the stone house at 23 Washington Street which formerly served as the rectory for the Bethesda Episcopal Church, located across Washington Street. According to the Bethesda Church's website, the building was purchased in 1920 from the Wiggins family by the congregation as a wedding present for Reverend Irving Rouillard. The original stone structure measures approximately 30' by 40' with a bay window on the east side. A 1,200 SF (approximately)wood addition was added to the rear of the house at an unknown time. The addition appears to be made up of two structures that had been enclosed together and attached to the main house. The quality of construction and condition of the addition are poor, and the owner considers it to negatively impact the main house. The existing wood addition will be removed as part of the project. __ 4‘ ,, ,,.,00 , if" . . irr",... 1 • - ( r -.......- pm, ------ .-----"------ ------1 1,' i: 4' 14 • ,..-:---.1-_, +fir__, a- - - lb II I 1 4 i 1 __,__________ . i ____ ___ _______... I 1 , l'",,4_', .!`: s... I1 , __ i 4,417 : r I 1 1 .1k13: :'Ill 'IV i 4. 1 ___I I ,..,... 4 .. .,_,,14,..,,,,„., i f RIBIC .01.1.1"-:,,,e7r,�. A aoppi _in 11„.. , , , __ � ♦ i � r. �!fig'`p� r/� . A , •.- F3 ' e .-+ r'r ' + r 11T"�1JcT'ioN t. ,!''. 4 -4..-----04:41.- 4;...,:iti', , i.,J,..,w. -t...4,. . .iimr. .:— , :.: i , ,. 1 , 4,,,,. p". . ,A ,..,. 1 ' . . - - _,[iLi lib f A::. 4_ '' ' . 4, T-y , Ab„, ,.-, ,-0., i . ; ,,'% .... . .','''' , ,,:r44:, ',k_. k,-4 ,‘ 4 I.' . '''444LI Stone House from Washington Street, looking northwest 19-23 Washington Street Redevelopment C Site Plan Review Application 23 Washington Hotel and Spa Page 2 Site Description The Project Site includes the two tax parcels (165.67-1-14 & 15)that make up the 0.47 acre parcel known as 19-23 Washington Street. A vicinity map follows: I i + w,araarrr auto. -,47-14., •�-- ki / if, •� l q 1 L..j! mic ■rrler/ �:: � 777 1 ■YMIFM� �r� ,-,,-r--- '.R J -,,, _ ..`-.I .rL ti r'n Mall lIENVIZIANI.. r/rr..l+ �� _ ...rzr: E J s/'x .ma r arras nscw P r� "� •ham (ie[ma�.� 1 r FM )/ 1 , 1 I 1 y� rt•__.. ` radar I �� 7 iI A....2 YC, ,rr nu �TI.YIHDT I 1. i0 I �. - nu li -I• II I nc . ,�' � 4 1 � I ,. air y l',_.' �}� a •�' „ ,.�. r: .'=-- .. ., �r ti ■- .0.14' - /E'I.51" _�....,• � >4>rs'r.r'i -. s }... - .. ice} i It0..-E .7.,..:,=:".n"' .77..-=,ai.r i41.9!' 'n a'1` — - _ -- 'i'M.` f ra(■¢„wt�` ++q",C rte"•` �, aarlrasc' , _ ,i _ ,r,•0.T W'1 _ , uasM , � o free T}r_� ■rira �0171012.„, t. �t-..��__ '' .-: Y.. >f a.rrw w J , a . i �r�r� , r ..x.� .ear ia.>m! - .-....- .,� � .... ., [= �nwJr r ' - r>`3-r r_ ,��/� J �ilra+�-aspsoGivpi-- r 1 UNIVERSAL I {Hl' ,I.E.' ,a.aam,..la�.� -,.., 4i,,# 'i 39 W,SHl ON ST. ii, PRESERVATION i .. ` _•s �; , v arrsmrri `1f -�' A' _-_ 1 - 0.-.. P . i irr4 - .i it, ,-- IUP IV lSA_IV1 P :, 7.„.„,...,, r--ee. i, --- --�,..._ r r iNI s __ f ,akl'� - o-.�.�'! �" r ! o 16- t-L II W- , i. - i o x .4,. iii__;..---k-,...___:,. ..- ---fr_ _•., 'Uxi.�,�r � _i ate----'—rr�u.�- ...._ �`n��'°' ilC t!'9/'1Y-tf" ',*'i " sy' syn I__ wr _ racc — �-� 4'.311 O I:--7--_. c. '� !ii , ce ra"�a7' { __________..., .,,, ..„.........___________, .„,._,_.,,. :,.....___ ftwircial c-ra,r•= ., ..-,;,,,,t104.inv-,... i I I 'are 11* rK tq r ls�f I � n I r a Vicinity Map Site statistics are presented below: Property Area Parcel Area (19-23 Washington St.) 0.47 acres Site Coverage (Acres) Description Existing Change Proposed Buildings 0.07 0.21 0.28 Pavement/Hardscape 0.06 0.10 0.16 Lawn/Garden 034 -0.31 0M3 TOTAL PROJECT AREA 0.47 0 0.47 19-23 Washington Street Redevelopment C Site Plan Review Application 23 Washington Hotel and Spa Page 3 Existing Building Area (Square Feet) 1st 2nd Total After Building Description Floor Floor Existing Demolition Stone House (23 Washington Street) 1,300 1,300 2,600 2,600 Stone House Wood Addition* 1,200 1,200 2,400 0 Garage* 600 0 600 0 TOTAL BUILDING AREA 3,100 2,500 5,600 2,600 * Denotes building to be demolished Project Description The project involves the construction of a hotel, spa, indoor pool and outdoor patio for the enjoyment of guests. The new six-story hotel and spa will be situated to the rear of the stone house. Access to the first floor lobby will be centered on the Washington Street façade. Guests will enter here for hotel and spa registration. The spa will be located on the basement level along with a variety of back of house functions. The remainder of the first floor will include restrooms, a gym, a lounge, three small meeting rooms and back of house space, including a warming kitchen. A one-story connector will provide access to the existing stone house, which will be renovated as a guest suite. The north end of the first floor provides access to an indoor pool. The pool will be in an attached single-story structure. The second through sixth floors of the new building will include 50 additional guest suites. The hotel will be operated independently from the Adelphi Hotel. Proposed Building Area (Square Feet) Total Ground Second Floor No. of Approx. Building Description Floor Floor Area Stories Height Hotel and Spa 8,000 8,000 48,000 6 70' Pool 2,800 0 2,800 1 20' Connector Building 160 160 1 16' Finished Basement 9,007 0 TOTAL NEW BUILDING AREA 10,960 8,000 59,967 Total Single-Story Building Area 2,960 Second Floor Percent of First Floor Area 73% 19-23 Washington Street Redevelopment C Site Plan Review Application 23 Washington Hotel and Spa Page 4 The total building area involved in this project includes 59,967 SF of new construction and 2,600 SF of existing building renovation, for a total of 62,567 SF. A breakdown of building area by use follows: Building Area by Use (Square Feet) Use Description Total Floor Area Hotel 51,760 Spa 8,007 Pool 2,800 TOTAL 62,567 Site and Landscape The Project proposes an intimate outdoor setting. Soft, low intensity, pedestrian scale lighting will illuminate walks and gathering areas. Fixtures will include wall-mounted sconces and/or hanging pendants. The Project includes 99 feet of frontage along Washington Street. An existing stone wall currently runs at the back of the sidewalk along this frontage, with openings for the walkway to the front door of the stone house and the existing driveway. The wall will be dismantled from the driveway opening to the eastern property corner, which will provide space for a one-way U-shaped driveway for guest drop-off. The driveway surface will incorporate unit pavers in a brick herringbone pattern with granite curb edging. The area between the in and out drives and the sidewalk will be landscaped to enhance the streetscape along the City sidewalk. The stones from the dismantled section of wall will be used to repair/reconstruct the existing wall running along the back of sidewalk in front of the stone house. The area between the reconstructed stone wall and the stone house will be landscaped to provide screening of the electrical transformer located in this area. The existing Washington Street curb and sidewalk will be replaced in-kind along the entire project frontage. Two Sternberg street light fixtures will be installed, and their locations will be coordinated to be consistent with the alignment and spacing of new light fixtures recently installed in front of 41 Washington Street and those included on the Rip Van Dam approved site plans. The new public sidewalk will incorporate radiant heating, as will a significant amount of the hardscape interior to the Project Site. The indoor pool area exits onto a terrace at the north end of the site. The terrace steps down to a courtyard that will extend to the existing courtyard on the adjacent Adelphi Hotel property. This area is envisioned as a quiet retreat for spa and hotel guests with outdoor furniture and potted plants. 19-23 Washington Street Redevelopment C Site Plan Review Application 23 Washington Hotel and Spa Page 5 The new building will be set back approximately 5 feet from the north, east and west property lines to allow alley access around all sides of the building. These alleys will accommodate deliveries of food, beverage and supplies from the adjacent Adelphi Hotel property. The site driveway from Washington Street has been designed to accommodate a 30-foot box delivery truck, which also allows some deliveries to be received via the east alley. The east alley connects to the existing 10-foot wide ingress/egress easement extending to Washington Street through the adjacent Rip Van Dam property. This easement provides emergency egress for the existing Adelphi Hotel as well as access for deliveries and trash removal. Trash generated by the new hotel and spa will be stored indoors in wheeled containers and transported to the curb on trash day. Trash will generally contain paper and non-organic waste. Quantities are not anticipated to be significant. Construction Phasing The Project will be constructed in a single phase. The opening of the hotel and spa is planned for the summer of 2019. New Jobs The Project will result in approximately 16 new permanent jobs. Six new employees will be required to support the spa. Ten new hotel employees will be added to support the hotel: four front desk staff, four cleaning staff and two valet attendants. Zoning Summary The Project Site is located within the City of Saratoga Springs Transect Zone T-6, Urban Core. Group Entertainment/Hotel and Health Spa are permitted uses with site plan approval in this zone. The intent of this zone is to "accommodate the highest intensity and diversity of retail, business and upper floor residential uses", focusing on"high quality design and materials consistent with historic downtown form", and promoting "an active pedestrian oriented public realm". The proposed use and dimensional elements are consistent with the requirements of the T-6 zone, with the following exception: The Project Site includes 99 feet of frontage on Washington Street. The City of Saratoga Springs Zoning Ordinance Section 2.0, Table 3 (Area and Bulk Schedule) requires that 80 percent of the project frontage be built out at a build-to distance of 0 to 12 feet from the front line. The new hotel building will be located 72 feet from the front line, in order to allow off-street drop-off for guests. Additionally, the existing stone house is set back 20 feet from the front line. Therefore, the 80 19-23 Washington Street Redevelopment C Site Plan Review Application 23 Washington Hotel and Spa Page 6 percent build out requirement cannot be met. The Applicant will apply to the Zoning Board of Appeals for relief from this requirement. Parking Summary The parking demand was calculated in accordance with Section 6.2.6 of the City of Saratoga Springs Zoning Ordinance. The calculation assumes a portion of the spa parking demand will be generated by hotel resident patrons, and therefore is not attributed to the Project as new demand. It is noted that off- street parking is not required in a T-6 zone. On-street and municipal garage parking are available to all uses in this zone. Parking Demand Unit Shared New Description Count Units Demand Demand Demand Demand 2-Bedroom Guest Suite 2 rooms 1.00 2 0 2 Hotel 50 rooms 1.00 50 0 50 Spa(Service Establishment) 8,007 sq. ft. 0.005 40 20* 20 Employees 16 employee 0.50 8 0 8 TOTAL PARKING DEMAND 100 20 80 * 50 percent of spa customers are assumed to be hotel guests, and will not create an additional demand for dining parking. Additionally, the Zoning Ordinance does not provide a parking demand specifically for this use. We estimate the actual spa patron parking demand would be approximately 25 percent of the demand shown above, based upon an estimated maximum occupancy of 10 patrons at any given time. Therefore, the actual new parking demand associated with the spa is estimated to be 5 spaces. All guests will arrive from Washington Street. Hotel guests will be greeted by a valet directly in front of the building entrance. As hotel guests and luggage are ushered to the registration desk, their vehicles will be parked by a valet in an existing parking lot owned by the Applicant at 58 Washington Street(southwest corner of Washington and Federal Streets). The Applicant proposes to dedicate the use of the parking lot to the 19-23 Washington Street property. When operated as a valet lot, the existing parking lot can accommodate the entire hotel parking demand (52 spaces) with additional capacity that will be utilized as designated employee parking. Designated employees will arrive directly at the parking lot entrance and self-park, leaving their keys at the valet desk upon entering the building to allow the valet to move their cars if necessary. 19-23 Washington Street Redevelopment Site Plan Review Application 23 Washington Hotel and Spa �1 1/� Page 7 Valet service will not be offered to spa guests, unless they are also guests of the hotel. Spa guests will utilize public/on-street parking. As noted above, while the Zoning Ordinance parking demand formula indicates a demand of 20 spaces, the actual new parking demand associated with the spa is actually estimated at only 5 spaces. While the demand for public parking in the City of Saratoga Springs has been on the rise, the on-street supply is supplemented with numerous public parking lots located in close proximity to the project site, including the garage/lot at Woodlawn Avenue/Long Alley and Division Street, the garage at Woodlawn Avenue and Walton Street, and the garage at Phila and Putnam Streets. Utility Services The water and sewer demand was calculated in accordance with NYSDEC Design Standards for Intermediate Sized Wastewater Treatment Systems, dated March, 2014. Water and Sewer Demand Description Count Units GPD/unit Demand 23 Washington Guest Suite 2 (bed)rooms 110 220 GPD Hotel 50 rooms 110 5,500 GPD Spa* 120 patrons 30 3,600 GPD Office/Employees 16 employee 15 240 GPD TOTAL WATER AND SEWER DEMAND 9,560 GPD * Spa demand calculated as Health Club plus Bath House: 20 GPD + 10 GPD = 30 GPD per patron. Spa patron count is determined as follows: Maximum number of spa guests served simultaneously= 10 Average duration of guest experience = 1 hour Hours of operation per day= 12 Maximum number of guests served per day = 120 (peak day/peak season) The Project will obtain water and sewer service from exiting public mains located on Washington Street (10-inch water line and 12-inch sewer main). Detailed design of water and sewer services are provided on the site plans. Electric service will be provided by National Grid from an existing distribution line located along the north(rear)property line within National Grid's easement. An existing located at the southwest corner of the property provides power for the Adelphi Hotel. This transformer has been sized to serve the new facilities proposed at 19-23 Washington Street in addition to the existing Adelphi Hotel. 19-23 Washington Street Redevelopment C Site Plan Review Application 23 Washington Hotel and Spa Page 8 Gas service exists on Washington Street. Gas services for the new hotel and spa will be connected to this line. The existing water, sewer, electric and gas services that enter stone house from Washington Street will be capped at the right-of-way. The stone house will utilize the new water, sewer, electric and gas services which will enter the new building from Washington Street. Stormwater Management Elevations on the site range from approximately elevation 309 at the northwest corner to approximately elevation 302 along Washington Street. Runoff from the site flows overland to a municipal storm sewer (8-inch) on Washington Street. The Washington Street storm sewer is scheduled to be replaced as part of an approved site development project on the adjacent parcel to the east(Rip Van Dam). The detailed site plans for the Project will incorporate post-construction stormwater management(PCSM) practices designed to mitigate peak runoff impacts on the municipal system. A Basic Stormwater Pollution Prevention Plan (SWPPP) will be prepared for the project as required by Chapter 242 of the City of Saratoga Springs Code. It is noted that the City requires a Basic SWPPP for ground disturbance of 0.1 acres or more. The SWPPP will require approval from the City Engineer; however, coverage under State Pollutant Discharge Elimination System (SPDES) General Permit for Construction Activities (Permit Number GP-0-15-002) is not required since the disturbance will be less than 1 acre. The SWPPP will include a detailed design for temporary stormwater management measures to be implemented during construction, and will be provided in a subsequent submission. 19-23 Washington Street Redevelopment Site Plan Review Application 23 Washington Hotel and Spa �1 Ute' Page 9 **HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED** [FOR OFFICE USE1 t t 0 Gzi , CITY OF SARATOGA SPRINGS (Application#) p PLANNING BOARD t f ,I: ' rte. (Date received) El City Hall -474 Broadway 7-)' c'',/ct.itir '''', Saratoga Springs, New York 12866-2296 ' ; `' Tel:518-587-3550 fax:518-580-9480 ORATED �, http://www.saratoga-springs.org APPLICATION FOR: (Rev: 12/2015) SITE PLAN REVIEW (INCLUDING PUD) ***Application Check List-All submissions must include completed application check list and all required items. Project Name. . Washington23 Street Hotel and .19-23 Washington Street P yPro ert Address/Location: 165-67-1 -14&15T-6, Urban Core Tax Parcel #: Zoning District.: (for example: 16552-4-37) Hotel and Spa PPro osed Use: Date special use permit granted (if any): N/A Date zoning variance granted (if any): N/A Is property located within (check all that apply)?: -listoric District f krchitectural Review District 500' of a State Park, city boundary, or county/state highway (RBCC) (AHP) APPLICANT(S)* OWNER(S) (If not applicant) ATTORNEY/AGENT LLC RBC Construction, LLC Adelphi Hotel Partners, . CHA ConsultingInc. Name 8 Paddocks Circle Same as Applicant 3 Winners Circle Address Saratoga Springs, NY 12866 Albany, NY 12205 Phone Jeff Ward 518-577-1903 Tony Stellato 518-453-3927 Email Jeff.Ward @RBC-NY.corn tstellato@chacompanies.com Identify primary contact person: Applicant 'Owner ✓Agent *An applicant must be the property owner, lessee, or one with an option to lease or purchase the property in question. City of Saratoga Springs-Site Plan Review Application 1 Application Fee: A check for the total amount below payable to: "Commissioner of Finance" MUST accompany this application. Sketch Plan - $250 $ Final Site Plan Approval Residential - $250 plus $150/unit $ Non-Residential - $500 plus $I00/I,000 SQ. FT. $ 6,756.70 Modification Residential - $250 $ Non-Residential - $500 $ Total $ 6,756.70 Submission Deadline—Check City's website (www.saratoga-springs.org) for application deadlines and meeting dates. Does any City officer, employee or family member thereof have a financial interest (as defined by General Municipal Law Section 809) in this application? YES _ NO_✓_. If YES, a statement disclosing the name, residence, nature and extent of this interest must be filed wit t is application. I, the undersigned owner, leasee or purchaser under contract for the property, hereby request Site Plan Review by the Planning Board for the identified property above. I agree to meet all requirements under Section 240-7.2 of the Zoning Ordinance of the City of Saratoga Springs. Furthermore, I hereby authorize members of the Planning Board and designated City staff to enter the property associated with this application for purposes of conducting any necessary site inspections relating to this application. (RBCC) Applicant Signature: Zee,(,(2 G(�a Date: 08/22/17 Jef rey W. Ward: RBCC: Project Manager If applicant is not current owner, owner must also sign. Owner Signature: 22: -4-7Ge . G)a Date: 08/22/17 Jeffrey W. Ward: AHP: Owner's Representative City of Saratoga Springs-Site Plan Review Application 2 [FOR OFFICE USE1 CITY OF SARATOGA SPRINGS ` (Application#) PLANNING BOARD 11 (Date received) City Hall-474 Broadway '., Saratoga Springs, New York 12866-2296 Tel:518-587-3550 fax:518-580-9480 htt www.sarato a-s rin s.or p// g p g g Rev.12/2015 SITE PLAN REVIEW SUBMITTAL CHECKLIST Project Name: 23 Washington Street Hotel and Spa Listed below are the minimum submittal requirements for site plan review as set forth in The City of Saratoga Springs' Zoning Ordinance Appendix B. The Planning Board reserves the right to request additional information, as necessary, to support an application. The Board also reserves the right to reject the application if these minimum requirements are not met. Please complete the checklist below and provide with your submission. REQUIRED ITEMS: *3 hard copies and I digital copy of ALL materials are required. CHECK EACH ITEM ** HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED** I. Completed Site Plan Application (3 hard copies -*I w/original signature-and I digital) and Fee 2. SEQR Environmental Assessment Form-short or long form as required by action. 3. Set of plans including: (3) large scale plans (sheets must be 24" x 36", drawn to a scale of not more than I —50 feet). One digital version of all submittal items (pdf) shall be provided. * 4. Basic or Full Storm Water Pollution Prevention Plan as required per City Code Chapter 242. *TO BE PROVIDED BEFORE FINAL APPROVAL 5. Copy of signed DPW water connection agreement for all projects involving new water connections to the City system ✓ 6. Engineering Report for Water and Sanitary 7. Complete Streets Checklist * 8. Project Cost Estimate-Quantities of work items and estimate of costs *TO BE PROVIDED BEFORE FINAL APPROVAL REQUIRED ITEMS ON SITE PLAN, AS APPLICABLE: . Property line survey prepared by a licensed land surveyor. Site plan must reference such survey with all corners set and marked on plan. A copy of the original property survey must also be included. 2. North arrow and map scale 3. Parcel tax map number 4. Site location map 5. Site vicinity map (all features within 300 feet of property) 6. Identification of zoning district with corresponding area requirements City of Saratoga Springs Site Plan Checklist 1 7. Building setback lines, either listed or shown on plans. / 8. Title block with project name; name and address of applicant; and name and address of property r owner(if different) 9. Topography data tied to NGVD 1929 datum 10. Name of all adjacent property owners I I. Parcel street address (existing and any proposed postal addresses) Yes No N/A 12. Identification of all existing or proposed easements, covenants or legal rights-of-way on this property O 1 D i 13. References to all prior variances or special use permits 14. Existing and proposed contours and spot grades (at 2 foot intervals) 15. Identification of all spoil or borrow areas ❑ Z 1 6. Identification of all watercourses, designated State wetlands, buffers, Federal wetlands, floodplains, rock outcroppings, etc. D i 17. Location of proposed storage 1 D 1-1 18. Identification of all existing or proposed sidewalks or pedestrian paths (show type, size and condition of existing sidewalks) / 19. Location, design specifications and construction material for all proposed site improvements (drains, r culverts, retaining walls, berms, fences, etc.) 20. Location and distance to fire hydrant • n21. Location, size, and material of all existing and proposed utility services 22. Parking lot layout plan and identification of all loading areas (number all spaces) ZEl 23. Parking demand calculations Z0 El 24. Identification of parking spaces and access points for physically impaired persons • n25. Location and screening plan for dumpster or recycling bins 26. Location, design,type of construction and materials, proposed use and exterior dimensions of all buildings (existing and proposed) on site 27. Identification of storage of any potentially hazardous materials ▪ ❑ ❑ 28. Planting plan identifying quantity, species and size of all proposed new plant materials. Label existing plant material to be retained or removed. i n 29. Lighting plan showing type, location and intensity of all existing and proposed exterior lighting fixtures • n30. Erosion and sediment control plan—including designated concrete truck washout area Checklist prepared by:Tony Stellato Date: City of Saratoga Springs Site Plan Checklist 2 Full Environmental Assessment Form Part 1 -Project and Setting Instructions for Completing Part 1 Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information;indicate whether missing information does not exist, or is not reasonably available to the sponsor; and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the project sponsor to verify that the information contained in Part lis accurate and complete. A.Project and Sponsor Information. Name of Action or Project: 19 Washington Hotel and Spa Project Location(describe,and attach a general location map): 19-23 Washington Street,Saratoga Springs,Saratoga County Brief Description of Proposed Action(include purpose or need): The Project involves the construction of a hotel and spa at 19-23 Washington Street in Saratoga Springs,NY. Fifty hotel rooms will be located in a new six-story building to be constructed adjacent to an existing stone house on the property. The stone house will be restored as a two-bedroom guest suite. The project also includes an indoor swimming pool and spa. Name of Applicant/Sponsor: Telephone:518-577-1903 RBC Construction, Inc.do Jeff Ward E-Mail: Jeff.Ward@RBC-NY.com Address:8 Paddocks Circle City/PO:Saratoga Springs State:New York Zip Code:12866 Project Contact(if not same as sponsor;give name and title/role): Telephone:518-453-3927 CHA do Tony Stellato, PE E-Mail:tstellato@chacompanies.com Address: 3 Winners Circle City/PO: State: Zip Code: Albany New York 12205 Property Owner (if not same as sponsor): Telephone: 518-786-7100 Adelphi Hotel Partners, Inc. E-Mail: Address: 8 Paddocks Circle City/PO: State: Zip Code: Saratoga Springs New York 12866 Page 1 of 13 B.Government Approvals B.Government Approvals Funding,or Sponsorship. ("Funding"includes grants,loans,tax relief,and any other forms of financial assistance.) Government Entity If Yes: Identify Agency and Approval(s) Application Date Required (Actual or projected) a. City Council,Town Board, ❑Yes 0No or Village Board of Trustees b. City,Town or Village OYes❑No Planning Board-Site Plan Approval Site Plan Application submitted 8/2017 Planning Board or Commission c. City Council,Town or 0Yes❑No ZBA-Area Variance Initial application filed 3/2015. Resubmission Village Zoning Board of Appeals pending. d.Other local agencies OYes❑No Design Review Commission-Demolition Permit Architectural Review to be submitted 8/2017 and Architectural Review e. County agencies ❑Yes 0No f. Regional agencies ❑Yes mNo g. State agencies ❑Yes ONo h.Federal agencies ❑Yes 0No i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? El Yes ONo If Yes, ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? ❑YesmNo iii. Is the project site within a Coastal Erosion Hazard Area? ❑Yes0No C.Planning and Zoning C.1.Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the ❑Yes®No only approval(s)which must be granted to enable the proposed action to proceed? • If Yes,complete sections C,F and G. • If No,proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2.Adopted land use plans. a.Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site ®Yes❑No where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action mYes❑No would be located? b.Is the site of the proposed action within any local or regional special planning district(for example: Greenway ❑Yes®No Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify the plan(s): c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑Yes0No or an adopted municipal farmland protection plan? If Yes,identify the plan(s): Page 2 of 13 f. Does the project include new residential uses? ❑Yes®No If Yes, show numbers of units proposed. One Family Two Family Three Family Multiple Family four or more Initial Phase At completion of all phases g. Does the proposed action include new non-residential construction (including expansions)? ®Yes❑No If Yes, i. Total number of structures 1 ii. Dimensions (in feet) of largest proposed structure: 70' height; 90' width; and 100' length iii. Approximate extent of building space to be heated or cooled: 62,567 square feet h. Does the proposed action include construction or other activities that will result in the impoundment of any ❑Yes®No liquids, such as creation of a water supply, reservoir, pond, lake, waste lagoon or other storage? If Yes, i. Purpose of the impoundment: ii. If a water impoundment, the principal source of the water: ❑ Ground water ❑ Surface water streams ❑Other specify: iii. If other than water, identify the type of impounded/contained liquids and their source. iv. Approximate size of the proposed impoundment. Volume: million gallons; surface area: acres v. Dimensions of the proposed dam or impounding structure: height; length vi. Construction method/materials for the proposed dam or impounding structure (e.g., earth fill, rock, wood, concrete): D.2. Project Operations a. Does the proposed action include any excavation, mining, or dredging, during construction, operations, or both? []Yes ©No (Not including general site preparation, grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i . What is the purpose of the excavation or dredging? ii. How much material (including rock, earth, sediments, etc.) is proposed to be removed from the site? • Volume (specify tons or cubic yards): • Over what duration of time? iii. Describe nature and characteristics of materials to be excavated or dredged, and plans to use, manage or dispose of them. iv. Will there be onsite dewatering or processing of excavated materials? ❑Yes❑No If yes, describe. v. What is the total area to be dredged or excavated? acres vi. What is the maximum area to be worked at any one time? acres vii. What would be the maximum depth of excavation or dredging? feet viii. Will the excavation require blasting? []Yes[]No ix. Summarize site reclamation goals and plan: b. Would the proposed action cause or result in alteration of, increase or decrease in size of, or encroachment ❑Yes©No into any existing wetland, waterbody, shoreline, beach or adjacent area? If Yes: i. Identify the wetland or waterbody which would be affected (by name, water index number, wetland map number or geographic description): Page 4 of 13 ii. Describe how the proposed action would affect that waterbody or wetland, e.g. excavation, fill, placement of structures, or alteration of channels, banks and shorelines. Indicate extent of activities, alterations and additions in square feet or acres: iii. Will proposed action cause or result in disturbance to bottom sediments? ❑ Yes❑No If Yes, describe: iv. Will proposed action cause or result in the destruction or removal of aquatic vegetation? ❑ Yes❑No If Yes: • acres of aquatic vegetation proposed to be removed: • expected acreage of aquatic vegetation remaining after project completion: • purpose of proposed removal (e.g. beach clearing, invasive species control, boat access): • proposed method of plant removal: • if chemical/herbicide treatment will be used, specify product(s): v. Describe any proposed reclamation/mitigation following disturbance: C. Will the proposed action use, or create a new demand for water? OYes ❑No If Yes: i. Total anticipated water usage/demand per day: 9,560 gallons/day ii. Will the proposed action obtain water from an existing public water supply? OYes E3No If Yes: • Name of district or service area: Saratoga Springs Water System • Does the existing public water supply have capacity to serve the proposal? [Z] Yes[:] No • Is the project site in the existing district? m Yes❑ No • Is expansion of the district needed? ❑ Yes® No • Do existing lines serve the project site? m Yes❑ No iii. Will line extension within an existing district be necessary to supply the project? ❑Yes ®No If Yes: • Describe extensions or capacity expansions proposed to serve this project: • Source(s) of supply for the district: Saratoga Springs Water System iv. Is a new water supply district or service area proposed to be formed to serve the project site? ❑ YesONo If, Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: • Proposed source(s) of supply for new district: v. If a public water supply will not be used, describe plans to provide water supply for the project: vi. If water supply will be from wells (public or private), maximum pumping capacity: gallons/minute. d. Will the proposed action generate liquid wastes? m Yes ❑No If Yes: i. Total anticipated liquid waste generation per day: 9,560 gallons/day ii. Nature of liquid wastes to be generated (e.g., sanitary wastewater, industrial; if combination, describe all components and approximate volumes or proportions of each): sanitary wastewater iii. Will the proposed action use any existing public wastewater treatment facilities? m Yes ❑No If Yes: • Name of wastewater treatment plant to be used: SCSD treatment plant- Mechanicville, NY • Name of district: Saratoga County Sewer District #1 • Does the existing wastewater treatment plant have capacity to serve the project? [Z] Yes [—]No • Is the project site in the existing district? [Z] Yes [—]No • Is expansion of the district needed? ❑ Yes ONo Page 5 of 13 • Do existing sewer lines serve the project site? ® Yes ❑No • Will line extension within an existing district be necessary to serve the project? ❑Yes ®No If Yes: • Describe extensions or capacity expansions proposed to serve this project: iv. Will a new wastewater (sewage) treatment district be formed to serve the project site? ❑ Yes ®No If Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: • What is the receiving water for the wastewater discharge? v. If public facilities will not be used, describe plans to provide wastewater treatment for the project, including specifying proposed receiving water (name and classification if surface discharge, or describe subsurface disposal plans): vi. Describe any plans or designs to capture, recycle or reuse liquid waste: e. Will the proposed action disturb more than one acre and create stormwater runoff, either from new point ❑Yes ®No sources (i.e. ditches, pipes, swales, curbs, gutters or other concentrated flows of stormwater) or non -point source (i.e. sheet flow) during construction or post construction? If Yes: i. How much impervious surface will the project create in relation to total size of project parcel? Square feet or acres (impervious surface) Square feet or acres (parcel size) ii. Describe types of new point sources. iii. Where will the stormwater runoff be directed (i.e. on-site stormwater management facility/structures, adjacent properties, groundwater, on-site surface water or off-site surface waters)? • If to surface waters, identify receiving water bodies or wetlands: • Will stormwater runoff flow to adjacent properties? ❑ Yes❑ No iv. Does proposed plan minimize impervious surfaces, use pervious materials or collect and re -use stormwater? ❑ Yes❑ No f. Does the proposed action include, or will it use on-site, one or more sources of air emissions, including fuel ❑Yes ®No combustion, waste incineration, or other processes or operations? If Yes, identify: i. Mobile sources during project operations (e.g., heavy equipment, fleet or delivery vehicles) ii. Stationary sources during construction (e.g., power generation, structural heating, batch plant, crushers) iii. Stationary sources during operations (e.g., process emissions, large boilers, electric generation) g. Will any air emission sources named in D.2.f (above), require a NY State Air Registration, Air Facility Permit, ❑Yes ®No or Federal Clean Air Act Title IV or Title V Permit? If Yes: i. Is the project site located in an Air quality non -attainment area? (Area routinely or periodically fails to meet ambient air quality standards for all or some parts of the year) ❑Yes ❑No ii. In addition to emissions as calculated in the application, the project will generate: • Tons/year (short tons) of Carbon Dioxide (CO2) • Tons/year (short tons) of Nitrous Oxide (N20) • Tons/year (short tons) of Perfluorocarbons (PFCs) • Tons/year (short tons) of Sulfur Hexafluoride (SF6) • Tons/year (short tons) of Carbon Dioxide equivalent of Hydroflourocarbons (HFCs) • Tons/year (short tons) of Hazardous Air Pollutants (HAPs) Page 6 of 13 h. Will the proposed action generate or emit methane (including, but not limited to, sewage treatment plants, ❑Yes®No landfills, composting facilities)? If Yes: i. Estimate methane generation in tons/year (metric): ii. Describe any methane capture, control or elimination measures included in project design (e.g., combustion to generate heat or electricity, flaring): i. Will the proposed action result in the release of air pollutants from open-air operations or processes, such as ❑Yes® No quarry or landfill operations? If Yes: Describe operations and nature of emissions (e.g., diesel exhaust, rock particulates/dust): j. Will the proposed action result in a substantial increase in traffic above present levels or generate substantial ❑Yes®No new demand for transportation facilities or services? If Yes: i. When is the peak traffic expected (Check all that apply): ❑ Morning ❑ Evening ❑Weekend ❑ Randomly between hours of to ii. For commercial activities only, projected number of semi -trailer truck trips/day: iii. Parking spaces: Existing Proposed Net increase/decrease iv. Does the proposed action include any shared use parking? ❑Yes❑ No v. If the proposed action includes any modification of existing roads, creation of new roads or change in existing access, describe: vi. Are public/private transportation service(s) or facilities available within V2 mile of the proposed site? vii Will the proposed action include access to public transportation or accommodations for use of hybrid, electric ❑Yes❑ No ❑Yes❑ No or other alternative fueled vehicles? viii. Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing ❑Yes❑ No pedestrian or bicycle routes? k. Will the proposed action (for commercial or industrial projects only) generate new or additional demand ®Yes❑ No for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action: To be determined. Electric Service Order has not been filed yet. ii. Anticipated sources/suppliers of electricity for the project (e.g., on-site combustion, on-site renewable, via grid/local utility, or other) : National grid iii. Will the proposed action require a new, or an upgrade to, an existing substation? ❑Yes®No 1. Hours of operation. Answer all items which apply. i. During Construction: ii. During Operations: • Monday - Friday: 7:00 AM- 7:00 PM • Monday - Friday: 24 hours (hotel rooms) • Saturday: • Saturday: 24 hours • Sunday: • Sunday: 24 hours • Holidays: • Holidays: 24 hours Page 7 of 13 m. Will the proposed action produce noise that will exceed existing ambient noise levels during construction, ® Yes ❑No operation, or both? If yes: i. Provide details including sources, time of day and duration: Ambient noise levels will increase slightly during construction. Noise levels will revert to existing upon completion of construction activities. ii. Will proposed action remove existing natural barriers that could act as a noise barrier or screen? Describe: ❑ Yes ®No n.. Will the proposed action have outdoor lighting? If yes: i. Describe source(s), location(s), height of fixture(s), direction/aim, and proximity to nearest occupied structures: Lighting ting to provide safe passage between facilities as appropriate. All lighting ting will meet the requirements of applicable codes. ® Yes ❑No ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? Describe: ❑ Yes ®No o. Does the proposed action have the potential to produce odors for more than one hour per day? If Yes, describe possible sources, potential frequency and duration of odor emissions, and proximity to nearest occupied structures: ❑ Yes ®No p. Will the proposed action include any bulk storage of petroleum (combined capacity of over 1,100 gallons) or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i. Product(s) to be stored ii. Volume(s) per unit time (e.g., month, year) iii. Generally describe proposed storage facilities: ❑ Yes ®No q. Will the proposed action (commercial, industrial and recreational projects only) use pesticides (i.e., herbicides, insecticides) during construction or operation? If Yes: i. Describe proposed treatment(s): As necessary to protect landscaping from pests and disease, All federal and state laws will be followed and best ® Yes ❑No practices utilized for application. ii. Will the proposed action use Integrated Pest Management Practices? ❑ Yes ®No r. Will the proposed action (commercial or industrial projects only) involve or require the management or disposal ® Yes ❑No of solid waste (excluding hazardous materials)? If Yes: i. Describe any solid waste(s) to be generated during construction or operation of the facility: • Construction: 6 tons per month (unit of time) • Operation : 1.5 tons per month (unit of time) ii. Describe any proposals for on-site minimization, recycling or reuse of materials to avoid disposal as solid waste: • Construction: The buildings scheduled for removal will be selectively stripped prior to demolition to salvage any materials that may have the potential for adaptive reuse. • Operation: The operation is expected to generate less than 100 lbs. per day of waste. The owner will recycle of cardboard, glass, plastic and metals in accordance with available Saratoga County recycling programs. iii. Proposed disposal methods/facilities for solid waste generated on-site: • Construction: transport to a licensed waste handling facility/transfer station or transport to licensed recycling facility • Operation: transport to a licensed waste handling facility/transfer station or transport to licensed recycling facility Page 8 of 13 s. Does the proposed action include construction or modification of a solid waste management facility? ❑ Yes ® No If Yes: i. Type of management or handling of waste proposed for the site (e.g., recycling or transfer station, composting, landfill, or other disposal activities): ii. Anticipated rate of disposal/processing: • Tons/month, if transfer or other non-combustion/thermal treatment, or • Tons/hour, if combustion or thermal treatment iii. If landfill, anticipated site life: years t. Will proposed action at the site involve the commercial generation, treatment, storage, or disposal of hazardous E]Yes2]No waste? If Yes: i. Name(s) of all hazardous wastes or constituents to be generated, handled or managed at facility: ii. Generally describe processes or activities involving hazardous wastes or constituents: iii. Specify amount to be handled or generated tons/month iv. Describe any proposals for on-site minimization, recycling or reuse of hazardous constituents: v. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? 0Yes0No If Yes: provide name and location of facility: No hazardous wastes are expected but if it becomes necessary, hazardous wastes will be transported to a licensed hazardous waste facility. If No: describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: E. Site and Setting of Proposed Action E.I. Land uses on and surrounding the project site a. Existing land uses. i. Check all uses that occur on, adjoining and near the project site. ® Urban ❑ Industrial ® Commercial ❑ Residential (suburban) ❑ Rural (non-farm) ❑ Forest ❑ Agriculture ❑ Aquatic ® Other (specify): Religious Institution ii. If mix of uses, generally describe: b. Land uses and covertypes on the project site. Land use or Current Acreage After Change Covertype Acreage Project Completion (Acres +/-) • Roads, buildings, and other paved or impervious surfaces 0.13 0.44 +.31 • Forested 0 0 0 • Meadows, grasslands or brushlands (non- agricultural, including abandoned agricultural) 0 0 0 • Agricultural 0 0 0 (includes active orchards, field, greenhouse etc.) • Surface water features (lakes, ponds, streams, rivers, etc.) 0 0 0 • Wetlands (freshwater or tidal) 0 0 0 • Non -vegetated (bare rock, earth or fill) 0 0 0 • Other Describe: Landscaped area — 0.34 0.03 (.31) Page 9 of 13 c. Is the project site presently used by members of the community for public recreation? ❑ Yesg]No i. If Yes: explain: d. Are there any facilities serving children, the elderly, people with disabilities (e.g., schools, hospitals, licensed W]Yes❑ No day care centers, or group homes) within 1500 feet of the project site? If Yes, i. Identify Facilities: Multiple churches on Washington Street e. Does the project site contain an existing dam? ❑ Yes®No If Yes: i. Dimensions of the dam and impoundment: • Dam height: feet • Dam length: feet • Surface area: acres • Volume impounded: gallons OR acre-feet ii. Dam's existing hazard classification: W. Provide date and summarize results of last inspection: f. Has the project site ever been used as a municipal, commercial or industrial solid waste management facility, ❑ Yesg]No or does the project site adjoin property which is now, or was at one time, used as a solid waste management facility? If Yes: i. Has the facility been formally closed? ❑ Yes❑ No • If yes, cite sources/documentation: ii. Describe the location of the project site relative to the boundaries of the solid waste management facility: W. Describe any development constraints due to the prior solid waste activities: g. Have hazardous wastes been generated, treated and/or disposed of at the site, or does the project site adjoin ❑ Yes®No property which is now or was at one time used to commercially treat, store and/or dispose of hazardous waste? If Yes: i. Describe waste(s) handled and waste management activities, including approximate time when activities occurred: h. Potential contamination history. Has there been a reported spill at the proposed project site, or have any ❑ Yes® No remedial actions been conducted at or adjacent to the proposed site? If Yes: i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑ Yes[] No Remediation database? Check all that apply: ❑ Yes — Spills Incidents database Provide DEC ID number(s): ❑ Yes — Environmental Site Remediation database Provide DEC ID number(s): ❑ Neither database ii. If site has been subject of RCRA corrective activities, describe control measures: W. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? ❑ YesO No If yes, provide DEC ID number(s): iv. If yes to (i), (ii) or (iii) above, describe current status of site(s): Page 10 of 13 v. Is the project site subject to an institutional control limiting property uses? ❑ Yes®No • If yes, DEC site ID number: • Describe the type of institutional control (e.g., deed restriction or easement): • Describe any use limitations: • Describe any engineering controls: • Will the project affect the institutional or engineering controls in place? ❑ Yes ❑No • Explain: E.2. Natural Resources On or Near Project Site a. What is the average depth to bedrock on the project site? 8-13 feet (based on adjacent site info.) b. Are there bedrock outcroppings on the project site? ❑ Yes [Z]No If Yes, what proportion of the site is comprised of bedrock outcroppings? % c. Predominant soil type(s) present on project site: Urban (fill) over fine -coarse sand/silt/ 100 % gravelly till, based on nearby info. % d. What is the average depth to the water table on the project site? Average: 12 feet (based on adjacent site info.) e. Drainage status of project site soils:® Well Drained: 100 % of site ❑ Moderately Well Drained: % of site ❑ Poorly Drained % of site f. Approximate proportion of proposed action site with slopes: ® 0-10%: 100 % of site ❑ 10-15%: % of site ❑ 15% or greater: % of site g. Are there any unique geologic features on the project site? ❑ Yes®No If Yes, describe: h. Surface water features. i. Does any portion of the project site contain wetlands or other waterbodies (including streams, rivers, ❑Yes®No ponds or lakes)? ii. Do any wetlands or other waterbodies adjoin the project site? ❑Yes®No If Yes to either i or ii, continue. If No, skip to E.2.i. iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ❑Yes ❑No state or local agency? iv. For each identified regulated wetland and waterbody on the project site, provide the following information: Streams: Name Classification • Lakes or Ponds: Name Classification • Wetlands: Name Approximate Size • Wetland No. (if regulated by DEC) v. Are any of the above water bodies listed in the most recent compilation of NYS water quality -impaired ❑Yes ❑No waterbodies? If yes, name of impaired water body/bodies and basis for listing as impaired: i. Is the project site in a designated Floodway? ❑Yes g]No j. Is the project site in the 100 year Floodplain? []Yes [Z]No k. Is the project site in the 500 year Floodplain? ❑Yes g]No 1. Is the project site located over, or immediately adjoining, a primary, principal or sole source aquifer? OYes ❑No If Yes: i. Name of aquifer: Schenectady- Niskayuna SSA per DEC Mapper. Page 11 of 13 m. Identify the predominant wildlife species that occupy or use the project site: Gray & Red squirrels n. Does the project site contain a designated significant natural community? ❑ Yes &?]No If Yes: i. Describe the habitat/community (composition, function, and basis for designation): ii. Source(s) of description or evaluation: iii. Extent of community/habitat: • Currently: acres • Following completion of project as proposed: acres • Gain or loss (indicate + or -): acres o. Does project site contain any species of plant or animal that is listed by the federal government or NYS as ❑ YesW]No endangered or threatened, or does it contain any areas identified as habitat for an endangered or threatened species? p. Does the project site contain any species of plant or animal that is listed by NYS as rare, or as a species of ❑YesmNo special concern? q. Is the project site or adjoining area currently used for hunting, trapping, fishing or shell fishing? ❑Yes g]No If yes, give a brief description of how the proposed action may affect that use: E.3. Designated Public Resources On or Near Project Site a. Is the project site, or any portion of it, located in a designated agricultural district certified pursuant to ❑Yes ®No Agriculture and Markets Law, Article 25 -AA, Section 303 and 304? If Yes, provide county plus district name/number: b. Are agricultural lands consisting of highly productive soils present? ❑Yes ®No i. If Yes: acreage(s) on project site? ii. Source(s) of soil rating(s): c. Does the project site contain all or part of, or is it substantially contiguous to, a registered National ❑Yes®No Natural Landmark? If Yes: i. Nature of the natural landmark: ❑ Biological Community ❑ Geological Feature ii. Provide brief description of landmark, including values behind designation and approximate size/extent: d. Is the project site located in or does it adjoin a state listed Critical Environmental Area? ❑ Yes®No If Yes: i. CEA name: ii. Basis for designation: W. Designating agency and date: Page 12 of 13 e. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district ® Yes❑ No which is listed on, or has been nominated by the NYS Board of Historic Preservation for inclusion on, the State or National Register of Historic Places? If Yes: i. Nature of historic/archaeological resource: El Archaeological Site mHistoric Building or District ii. Name: Broadway Historic District (adjacent to) iii. Brief description of attributes on which listing is based: Multiple historic buildings located along Broadway. f. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for ❑ Yes ®No archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? g. Have additional archaeological or historic site(s) or resources been identified on the project site? ❑ Yes ®No If Yes: i. Describe possible resource(s): ii. Basis for identification: h. Is the project site within fives miles of any officially designated and publicly accessible federal, state, or local ®Yes ❑No scenic or aesthetic resource? If Yes: i. Identify resource: Saratoga Spa State Park ii. Nature of, or basis for, designation (e.g., established highway overlook, state or local park, state historic trail or scenic byway, etc.): State park iii. Distance between project and resource: 1 miles. i. Is the project site located within a designated river corridor under the Wild, Scenic and Recreational Rivers ❑ Yes®No Program 6 NYCRR 666? If Yes: i. Identify the name of the river and its designation: ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? E] Yes ❑No F. Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal, please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. Applicant/Sponsor Name Anthony Stellato, PE / CHA Date August 22, 2017 Signature Anthony P. 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It is lovely and will be a wonderful resting spot for visitors to Washington Street. A few questions regarding details that may be clear but I can't quite figure it out from the maps. &VG HOUSE srONE SCREENS AALJL s QUESTION: Have you created a Plantings Plan? What type of trees are the three shown? Have choices been made regarding the flower beds? Thank you so much. QUESTION: Will the "new" stone walls re-use the original stones in the current stone walls? Occurring all along the street are lovely uses of grey stone. IP• 0�- lfv� FM io 4 1 � Jjo �� ice! �• ' _ t It WO 1 COMING IN AW Site of Bethesda Episcopal Church New Parish House & �i community Center Child care for working familics. * Memorial Chapel & Columbarii * Early Childhood Education 0 Restorative justice Center e Events, Receptions, Celebratiot Meeting Spaces EPISCOPAL-'_ CHURCHFO[jNt]ATIC>P4 cm B 01111100 For More 1C 11. i AW The stones in the existing Rectory building wall are beautiful. I notice you called the new wall a "stone seat wall". Are you planning to incorporate the original stones as the new wall? Would you be using natural blue stone caps for seating to match the existing wall stones? With great respect for your planning process, just took the liberty of talking to a well- regarded local mason, Chris Peters of Restore Masonry, Inc. He has done quite a bit of stone work for the City including restoration of crumbling stone walls in Greenridge Cemetery. Very kindly he looked at the wall and with great respect for your planning process I would like to include in this letter his recommended plan, which is quite interesting and may be helpful. A 4 foot deep stone footer needs to be sunk below the frostline. His diagram: This will add 6 inches to the wall width. The blue stone caps on top are 2 inches thick, with chipped stone edges soft enough for seating, which will make them look historic. To move the wall would entail: --put a frost wall and a footer below in the new location --clean the stones and remove loose flakes (most of these stones are bluestone shale which flakes over time) --remove mortar from the old stones by carefully chipping and grinding --pour a six inch wall of concrete in the new location to serve as the inner core of the new wall (this will be invisible, also it would add six inches to the wall width) --attach the old stones to the new concrete core using stainless steel clips --use historical nonstructural mortar in a 6:1:1 mix of sand, Portland cement and lime, for the visible mortar. This will replicate the look of the current mortar --for the caps to sit on, add new two inch thick bluestone pieces with chipped edges to look historically accurate. These pieces would be four to six foot long --put a water penetrator on the stones and mortar which will inhibit future cracking of the mortar and delamination of the stones Right now this wall is 42 inches high, which is too high to sit on. If the wall were reconstructed low enough to become a seating wall, with new bluestone caps to sit on, that will leave some stones to use for the water feature. These leftover stones could be used for a nice stone wall around the central circular water feature, with bluestone caps on top for seating. NOTE REGARDING EXPENSE OF MOVING THE WALL As Chris mentioned, and again this is with great respect, moving the walls back several feet and all necessary work to stabilize the new wall for the future would come in at a similar cost to building a new concrete wall. Re -use of the original stones is cost- effective as well as beautiful. Rumara Jewett rumara(a,mac.com 518 424 4198 December 22, 2017 Ms. Kate Maynard Principal Planner City Hall 474 Broadway Saratoga Springs, New York 12866 RE: 19 Washington Street Hotel and Spa Site Plan Review Application CHA Project No.: 28352-7002 Dear Ms. Maynard, Based on feedback received from the Planning Board at their October 26, 2017 meeting and on subsequent conversations with you, CHA Consulting, Inc. (CHA) is pleased to provide additional information supporting the application for Site Plan Review for 19 Washington Street Hotel and Spa project. This submission includes the following: • Revised Site Plan • Revised Floor Plans and Elevations • Updated Proj ect Narrative The changes to the site plan include a passenger drop-off lane on Washington Street, which allows elimination of the curb cuts and site driveway. The transformer currently located in front of the stone house is relocated and screened, and a wider public sidewalk and civic space is proposed. The updated narrative describes these elements in greater detail. Thank you, and if you have any questions, please call me at 518-453-3927. Very truly yours, Anthony P. Stellato, Jr. PE Vice President Attachments cc: Jeff Ward, RBC Construction Toby Milde, Adelphi Hospitality Group Michel Ducamp, Adelphi Hospitality Group Jeremy Sherring, Mark Zeff Architecture V:AProjects\ANY\K3\28352\Permitting\19 and 23 Washington St\171222 Site Plan Resubmission\Site Plan Narrative 171222.docx "Satisfying Cour Clients with III 'Winners Circle, P.O. Box 5269, Albany, NY 12205-0269 [dedicated People Committed to Total Quality" T 518.453.4500 e - 518.458.1735 . www.chacompanies.com Project Backsround Adelphi Hotel Partners, LLC is the owner of property at 19/23 Washington Street in Saratoga Springs, New York, which it acquired in 2014 from Bethesda Episcopal Church. The property is comprised of two tax parcels (165.67-1-14 and 165.67-1-15), and approximately 0.47 acres. It is situated on the north side of Washington Street between Universal Preservation Hall and the Rip Van Dam site. The northeast corner of the property abuts the Adelphi Hotel (361-365 Broadway), also owned by Adelphi Hotel Partners, LLC. A significant feature on the site is the stone house at 23 Washington Street which formerly served as the rectory for the Bethesda Episcopal Church, located across Washington Street. According to the Bethesda Church's website, the building was purchased in 1920 from the Wiggins family by the congregation as a wedding present for Reverend Irving Rouillard. The original stone structure measures approximately 30' by 40' with a bay window on the east side. A 1,200 SF (approximately) wood addition was added to the rear of the house at an unknown time. The addition appears to be made up of two structures that had been enclosed together and attached to the main house. The quality of construction and condition of the addition are poor, and the owner considers it to negatively impact the main house. The existing wood addition will be removed as part of the project. RV ---q T ROC TION Stone House from Washington Street, looking northwest 19-23 Washington Street Redevelopment� / Site Plan Review Application Supplement 19 Washington Hotel and Spa �1 � Page 2 Site Description The Project Site includes the two tax parcels (165.67-1-14 & 15) that make up the 0.47 acre parcel known as 19-23 Washington Street. A vicinity map follows: I. - Site statistics are presented below: Property Area Parcel Area (19-23 Washington St.) Site Coverage (Acres) Description Buildings Pavement/Hardscape Lawn/Garden TOTAL PROJECT AREA 19-23 Washington Street Redevelopment 19 Washington Hotel and Spa 0.47 acres Existin Chane Proposed 0.07 0.21 0.28 0.06 0.10 0.16 0.34 -0.31 0.03 0.47 0 0.47 Site Plan Review Application Supplement Page 3 Existing Building Area (Square Feet) Building Description Stone House (23 Washington Street) Stone House Wood Addition* Garage* TOTAL BUILDING AREA * Denotes building to be demolished Project Description 1 st 2nd Total Floor Floor Existin 11300 11300 21600 11200 11200 21400 600 0 600 31100 21500 51600 After Demolition 2,600 0 0 2,600 The project involves the construction of a hotel, spa, indoor pool and outdoor space for the enjoyment of guests. The new six -story hotel and spa will be situated to the rear of the stone house. Access to the first floor lobby will be centered on the Washington Street facade. Guests will enter here for hotel and spa registration. The spa will be located on the basement level along with a variety of back of house functions. The remainder of the first floor will include restrooms, a gym, a lounge, three small meeting rooms and back of house space, including a warming kitchen. A one-story connector will provide access to the existing stone house, which will be renovated as a guest suite. The north end of the first floor provides access to an indoor pool. The pool will be in an attached single -story structure. The second through sixth floors of the new building will include 50 additional guest suites. The hotel will be operated independently from the Adelphi Hotel. ProDosed Building Area (Square Feet Total Single -Story Building Area 21960 Second Floor Percent of First Floor Area 73% The total building area involved in this project includes 59,967 SF of new construction and 2,600 SF of existing building renovation, for a total of 62,567 SF. A breakdown of building area by use follows: 19-23 Washington Street Redevelopment Site Plan Review Application Supplement 19 Washington Hotel and Spa C-fyk—__Page 4 Total Ground Second Floor No. of Approx. Building Description Floor Floor Area Stories Height Hotel and Spa 81000 81000 481000 6 70' Pool 21800 0 21800 1 20' Connector Building 160 160 1 16' Finished Basement 9,007 0 TOTAL NEW BUILDING AREA 101960 81000 591967 Total Single -Story Building Area 21960 Second Floor Percent of First Floor Area 73% The total building area involved in this project includes 59,967 SF of new construction and 2,600 SF of existing building renovation, for a total of 62,567 SF. A breakdown of building area by use follows: 19-23 Washington Street Redevelopment Site Plan Review Application Supplement 19 Washington Hotel and Spa C-fyk—__Page 4 Building Area by Use (Square Feet) Use Description Hotel Spa Pool TOTAL Site and Landscape Total Floor Area 51,760 8,007 2,800 62,567 The Project includes 99 feet of frontage along Washington Street. An existing stone wall currently runs at the back of the sidewalk along this frontage, with openings for the walkway to the front door of the stone house and the existing driveway. The wall will be dismantled and reconstructed with a combination of stone reclaimed from the original wall and new, similar materials. The reconstructed wall will be relocated approximately ten feet to the north, which will allow the sidewalk to be widened along the property frontage and will provide space for a pull -off lane along the existing curb for guest drop-off. The reconstructed wall will be constructed at bench height with a bluestone cap to provide seating similar to the seat walls constructed in front of the Adelphi Hotel at 365 Broadway. A Pocket Park is proposed between the reconstructed stone wall and the new building. The Pocket Park, which the Applicant envisions as relaxation space, will be accessible from the Washington Street sidewalk and open to the public. The spring house will incorporate elements taken from Columbian Spring in Congress Park. Other elements of the Pocket Park include gardens and a sculpture pad, which may be used to display local art. The backdrop along the east side of the Pocket Park will be an ivy-covered stone wall, which serves to screen it from the transformer area and the Rip Van Dam service driveway. The existing Washington Street curb and sidewalk will be replaced along the entire project frontage. Two Sternberg street light fixtures will be installed, and their locations will be coordinated to be consistent with the alignment and spacing of new light fixtures recently installed in front of 41 Washington Street and those included on the Rip Van Dam approved site plans. The new public sidewalk will incorporate radiant heating, as will a significant amount of the hardscape interior to the Proj ect Site. 19-23 Washington Street Redevelopment Site Plan Review Application Supplement 19 Washington Hotel and Spa C-fyk—__Page 5 The indoor pool area exits onto a terrace at the north end of the site. The terrace steps down to a courtyard that will extend to the existing courtyard on the adjacent 365 Broadway property. This area is envisioned as a quiet retreat for spa and hotel guests with outdoor furniture and potted plants. Deliveries and Trash Removal The new building will be set back approximately 5 feet from the north, east and west property lines to allow alley access around all sides of the building. These alleys will be used for various back of house functions. The east alley connects to an existing ingress/egress easement extending from the rear of the Adelphi Hotel property (365 Broadway) to Washington Street through the adjacent Rip Van Dam property (353 Broadway/ 7 Washington Street). This easement provides emergency egress for the existing Adelphi Hotel as well as access for deliveries and trash removal. Deliveries to the new hotel and spa will be combined with deliveries to the existing Adelphi Hotel, such that no additional deliveries are anticipated. Deliveries received in the off-street service area to be constructed with the Rip Van Dam project will be carted or carried to the new hotel and spa within a network of existing and proposed back of house corridors. Food and beverage service will be transported from the existing Adelphi Hotel kitchen to the new hotel and spa in the same manner. Trash and recyclables generated by the new hotel and spa will be transported in service carts through the back of house alleys to the trash area to be located in the Rip Van Dam service area. Trash will generally contain paper and non-organic waste. Quantities are not anticipated to be significant, and are conservatively estimated at less than one-third cubic yard (compacted) per day. It is noted that a significant portion of the deliveries and waste generation associated with food and beverage service to the new hotel and spa will occur off-site at the Commissary Kitchen (41 Washington Street). The Commissary Kitchen receives bulk food deliveries and breaks down the packaging it comes in for recycling at this facility. After initial preparation is completed at the Commissary Kitchen, ingredients are transported in re -usable bulk containers to the existing Adelphi Hospitality Group restaurants at 353 and 365 Broadway by van. The Commissary Kitchen van is a passenger -sized vehicle, and is much smaller vehicle than the vendor trucks. Van deliveries occur several times a day as prepared ingredients are consumed in the restaurants. Currently the van deliveries occur in the surface lot behind the Rip Van Dam building. After construction of the Rip Van Dam project, the van deliveries will occur in the service area. The following chart was taken from the Rip Van Dam project application. It summarizes vendor deliveries outlined in the original (2014) Rip Van Dam Site Plan Approval, and has been modified with red text to indicate the changes associated with the Commissary Kitchen and the current Rip Van Dam project. The 19 Washington Street Hotel and Spa project does not impact the information presented in this chart. 19-23 Washington Street Redevelopment Site Plan Review Application Supplement 19 Washington Hotel and Spa C-fyk—__Page 6 Delivery Vehicle Summary Vendor Sysco Saratoga Eagle/ Antonucci Sid Wainer Morgan Linen Southern/ Starbucks DeCrescente Empire/ DTS COMMISSARY COMMISSARY COMMISSARY Type food products beer produce produce, meat, linen service liquor mixed delivery cheese distributors Truck Type short tractor short tractor 30' city truck 30' city truck van 26' - 28' city tractor trailer trailer (29' trailer (29' truck trailer), City trailer), side truck also load available Truck Height < 12' < 12' < 12' > 12' < 12' < 121 > 12' Delivery Time before 6 AM mid-day, 15 before 7 AM mid-morning varies before 10 AM varies minutes Exist. Frequency 2-3 times/week 2 times/week Daily 2-3 times/week 2 times/week 6 times/week once/week (total) (total) Exist. Location parking lot parking lot (if parking lot parking lot (if parking lot parking lot (if Washington not full) or not full) or not full) or Street loading Washington Washington Washington zone Street loading Street loading Street loading zone zone zone Proposed no change no change no change no change 16jaun<dry times/week due ry to new storage NO CHANGE Proposed Washington Washington loading dock - loading dock - N/A loading dock - Washington Location Street loading Street loading pull in pull in pull in Street loading zone zone I I I I zone _J Construction Phasing The Project will be constructed in a single phase. The opening of the hotel and spa is planned for the summer of 2019. New Jobs The Project will result in approximately 16 new permanent jobs. Six new employees will be required to support the spa. Ten new hotel employees will be added to support the hotel: four front desk staff, four cleaning staff and two valet attendants. 19-23 Washington Street Redevelopment I 1A 19 Washington Hotel and Spa Cl ki I Site Plan Review Application Supplement Page 7 Zoning Summary The Project Site is located within the City of Saratoga Springs Transect Zone T-6, Urban Core. Group Entertainment/Hotel and Health Spa are permitted uses with site plan approval in this zone. The intent of this zone is to "accommodate the highest intensity and diversity of retail, business and upper floor residential uses", focusing on "high quality design and materials consistent with historic downtown form", and promoting "an active pedestrian oriented public realm". The proposed use and dimensional elements are consistent with the requirements of the T-6 zone, with the following exception: The Project Site includes 99 feet of frontage on Washington Street. The City of Saratoga Springs Zoning Ordinance Section 2.0, Table 3 (Area and Bulk Schedule) requires that 80 percent of the project frontage be built out at a build -to distance of 0 to 12 feet from the front line. The new hotel building will be located 72 feet from the front line. Additionally, the existing stone house is set back 20 feet from the front line. Therefore, the 80 percent build out requirement cannot be met. The Applicant has applied to the Zoning Board of Appeals for relief from this requirement. Parking Summary The parking demand was calculated in accordance with Section 6.2.6 of the City of Saratoga Springs Zoning Ordinance. The calculation assumes a portion of the spa parking demand will be generated by hotel resident patrons, and therefore is not attributed to the Project as new demand. It is noted that off- street parking is not required in a T-6 zone. On -street and municipal garage parking are available to all uses in this zone. Parking Demand Description 2 -Bedroom Guest Suite Hotel Spa (Service Establishment) Employees TOTAL PARKING DEMAND Count 2 50 8,007 16 Units rooms rooms sq. ft. employee Unit Shared New T)Pmnnd T)Pmnnd T)Pmand T)Pmand 1.00 2 1.00 50 0.005 40 0.50 8 100 0 2 0 50 20* 20 0 8 20 80 * 50 percent of spa customers are assumed to be hotel guests, and will not create an additional demand for dining parking. Additionally, the Zoning Ordinance does not provide a parking demand specifically for this use. We estimate the actual spa patron parking demand would be approximately 25 percent of the demand shown above, based upon an estimated maximum occupancy of 10 patrons at any given time. Therefore, the actual new parking demand associated with the spa is estimated to be 5 spaces. 19-23 Washington Street Redevelopment C_f1A___ Site19 Washington Hotel and Spa Plan Review Application Supplement Page 8 All guests will arrive at the vehicle pull -off lane to be constructed on Washington Street. The Applicant will request that the City of Saratoga Springs Department of Public Safety designate the pull -off lane as a "No Standing" zone with signs at either end marking this designation. Hotel guests will be greeted by a valet immediately as they pull up. As guests and luggage are ushered to the registration desk, their vehicles will be parked by a valet in an existing parking lot owned by the Applicant at 58 Washington Street (southwest corner of Washington and Federal Streets). The Applicant proposes to dedicate the use of the parking lot to the 19-23 Washington Street property. Valet service will not be offered to spa guests, unless they are also guests of the hotel. Spa guests and employees will utilize public/on-street parking. As noted above, while the Zoning Ordinance parking demand formula indicates a demand of 20 spaces, the new parking demand associated with the spa is actually estimated at only 5 spaces. The on -street supply is supplemented with numerous public parking lots located in close proximity to the project site, including the garage/lot at Woodlawn Avenue/Long Alley and Division Street, the garage at Woodlawn Avenue and Walton Street, and the garage at Phila and Putnam Streets. The parking lot at 58 Washington Street, shown in the photograph below, has served as a contractor lot during the renovation of the Adelphi Hotel at 365 Broadway and the Commissary Kitchen at 41 Washington Street. The Applicant proposes to replace the existing chain link fencing along the Washington Street and Federal Street frontages with a black aluminum fence and landscaping. The existing curb cut on Federal Street will be maintained. :.� 19-23 Washington Street Redevelopment C-fyk—__ 19 Washington Hotel and Spa Site Plan Review Application Supplement Page 9 When operated as a valet lot, the existing parking lot can accommodate the entire hotel parking demand (52 spaces), as demonstrated graphically on the aerial photograph below. 19-23 Washington Street Redevelopment I Site Plan Review Application Supplement CI 19 Washington Hotel and Spa U t Page 10 Stormwater Management Elevations on the site range from approximately elevation 309 at the northwest corner to approximately elevation 302 along Washington Street. Runoff from the site flows overland to a municipal storm sewer (8 -inch) on Washington Street. The Washington Street storm sewer is scheduled to be replaced as part of an approved site development project on the adjacent parcel to the east (Rip Van Dam). The detailed site plans for the Project will incorporate post -construction stormwater management (PCSM) practices designed to mitigate peak runoff impacts on the municipal system. A Basic Stormwater Pollution Prevention Plan (SWPPP) will be prepared for the project as required by Chapter 242 of the City of Saratoga Springs Code. It is noted that the City requires a Basic SWPPP for ground disturbance of 0.1 acres or more. The SWPPP will require approval from the City Engineer; however, coverage under State Pollutant Discharge Elimination System (SPDES) General Permit for Construction Activities (Permit Number GP -0-15-002) is not required since the disturbance will be less than 1 acre. 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CUOMO Governor January 2, 2018 Parks, Recreation, and Historic Preservation ROSE HARVEY Commissioner Mr. Bradley Birge Administrator of Economic Development & Planning City of Saratoga Springs 474 Broadway Saratoga Springs, NY 12866 Re: SEQRA 19 - 23 Washington Street - Adelphi Hotel and Spa 23 Washington Street, Saratoga Springs, NY 12866 17PRO7297 Dear Mr. Birge: Thank you for requesting the comments of the Division for Historic Preservation of the Office of Parks, Recreation and Historic Preservation (OPRHP) as part of your SEQRA process. These comments are those of the Division for Historic Preservation and relate only to Historic/ Cultural resources. They do not include potential environmental impacts to New York State Parkland that may be involved in or near your project. Such impact must be considered as part of the environmental review of the project pursuant to the State Environmental Quality Review Act (New York Environmental Conservation Law Article 8) and its implementing regulations (6 NYCRR Part 617). We have reviewed your submission dated October 23, 2017 for the 19-23 Washington Street- Adelphi Hotel and Spa addition project.. We note that the proposed project is located within the State and National Register listed Broadway Historic District and that the Bethesda Parish House is a contributing component to the historic district. We understand that the proposed project will include construction of a six -story spa and hotel on a lot behind the Parish House building. Based on this review, we have the following comments and concerns with regard to the proposed new construction: Parish House Rear Addition: the rear addition that is proposed for removal may be a significant historic feature of the building. We recommend further research and physical investigation of the structure to determine age and best approach to preservation/ restoration. It appears that there may be several reversible alterations obscuring the older addition structure. Parish House Interior: we are encouraged by the plan to incorporate the Parish House into the new project. We recommend that significant interior features be retained to the greatest degree possible while accommodating the new use. New Construction: While the proposed building does take its cues from nearby historic buildings, the facade appears to be inappropriately large and monolithic, threatening to overpower the parish house and nearby historic buildings. The wide bracketed cornice, while period appropriate, contributes to the top-heavy appearance. We recommend reducing the overall height and including features that would visually reduce the fagade mass. These may include: • Add an additional stone belt course at the third or fourth- floor level in line with that of the church. • Include a set -back for the upper floor or floors. Apply a simplified stone or wood cornice at the level below the set -back. If this project will involve state or federal permitting, funding or licensing, it may require a more rigorous review for potential impacts to architectural and archaeological resources, in accordance with Section 106 of the National Historic Preservation Act or Section 14.09 of NYS Parks Recreation and Historic Preservation Law. We would appreciate the any further submissions be provided via our Cultural Resource Information System (CRIS) at www.nysparks.com/shpo/online-tools/ Once on the CRIS site, you can log in as a guest and choose "submit" at the very top menu. Next choose "submit new information for an existing project". You will need this project number and your e-mail address. If you have any questions, I can be reached at (518) 268-2164. Sincerely, � Y � Weston Davey Historic Site Restoration Coordinator weston.davey@parks.ny.gov Division for Historic Preservation P.O. Box 189, Waterford, New York 12188-0189 - (518) 237-8643 - www.nysparks.com via e-mail only NEW YORK STATE OF OPPORTUNITY. ANDREW M. CUOMO Governor November 20, 2017 Parks, Recreation,, and Historic Preservation ROSE HARVEY Commissioner Mr. Bradley Birge Administrator of Economic Development & Planning City of Saratoga Springs 474 Broadway Saratoga Springs, NY 12866 Re: SEQRA 19 - 23 Washington Street - Adelphi Hotel and Spa 23 Washington Street, Saratoga Springs, NY 12866 17PRO7297 Dear Mr. Birge: Thank you for requesting the comments of the Division for Historic Preservation of the Office of Parks, Recreation and Historic Preservation (OPRHP) as part of your SEQRA process. These comments are those of the Division for Historic Preservation and relate only to Historic/ Cultural resources. They do not include potential environmental impacts to New York State Parkland that may be involved in or near your project. Such impact must be considered as part of the environmental review of the project pursuant to the State Environmental Quality Review Act (New York Environmental Conservation Law Article 8) and its implementing regulations (6 NYCRR Part 617). We have reviewed your submission dated October 23, 2017 for the Rip Van Dam Proposed Expansion project. We note that the proposed project is located within the State and National Register listed Broadway Historic District and that the Bethesda Parish House is a contributing component to the historic district. We understand that the proposed project will include construction of a six -story spa and hotel on a lot behind the Parish House building. Based on this review, we have the following comments and concerns with regard to the proposed new construction: Parish House Rear Addition: the rear addition that is proposed for removal may be a significant historic feature of the building. We recommend further research and physical investigation of the structure to determine age and best approach to preservation/ restoration. It appears that there may be several reversible alterations obscuring the older addition structure. Parish House Interior: we are encouraged by the plan to incorporate the carriage house into the new project. We recommend that significant interior features be retained to the greatest degree possible while accommodating the new use. New Construction: While the proposed building does take its cues from nearby historic buildings, the facade appears to be inappropriately large and monolithic, threatening to overpower the parish house and nearby historic buildings. The wide bracketed cornice, while period appropriate, contributes to the top-heavy appearance. We recommend reducing the overall height and including features that would visually reduce the fagade mass. These may include: • Add an additional stone belt course at the third or fourth- floor level in line with that of the church. • Include a set -back for the upper floor or floors. Apply a simplified stone or wood cornice at the level below the set -back. If this project will involve state or federal permitting, funding or licensing, it may require a more rigorous review for potential impacts to architectural and archaeological resources, in accordance with Section 106 of the National Historic Preservation Act or Section 14.09 of NYS Parks Recreation and Historic Preservation Law. We would appreciate the any further submissions be provided via our Cultural Resource Information System (CRIS) at www.nvsparks.com/shpo/online-tools/ Once on the CRIS site, you can log in as a guest and choose "submit" at the very top menu. Next choose "submit new information for an existing project". You will need this project number and your e-mail address. If you have any questions, I can be reached at (518) 268-2164. Sincerely, r _ A Weston Davey Historic Site Restoration Coordinator weston.davey@parks.ny.gov Division for Historic Preservation P.O. 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INV: 3 8' HDPE DO, 00 CD • 0 '3 oco L'i Li— W CIO N, -------------------- F ---------------------------- > owzg INV!301.j'f 8" HDPE Y6 71V AR Llf Lz,� U"CS ten �N' cz,ol/ P)dNb& J 7EJ LIZ IVI 1z '0,/ F 02 `COs w Ll a_ �CCo o c, Cd �0- O 1) C� cii > C� E3 u +41� + (D o + D J/ ui— +4' -1 -- - ------------------------------------------ -------------------- ---- T R El❑ E -k 'k 21i -------- ,f S �- > — UNKNOWN VALVE 00 m :z — — — — — E] DO, > a + C5 6 CD Sr ST 6r S--- ST-, --- —ST - R - ---- 12"VCP SANITARY SEWER -- ---------------------- - ------- --------- ----------------------------------------------------------------------------------- ------------ + V C5 — — — — — — — — — — — — — — — — -- - — — — — — — — 8"VCP STORM SEWER WASHINGTON STREET Wip (49.5'WIDE PUBLIC R. 0. W) T— — — — — —T— — — — — — T — — — — — — -- — — — — —T— I TO BROADWAY —10- - — --- — — - — — -- — — — 1001 — --- — — — — --- + C3) — — — — — — — — T— lb CONCRETE CURB b, > Q> C"-4 WAPPROXIMATE P.O.W. 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INV: 3 8' HDPE DO, 00 CD • 0 '3 oco L'i Li— W CIO N, -------------------- F ---------------------------- > owzg INV!301.j'f 8" HDPE Y6 71V AR Llf Lz,� U"CS ten �N' cz,ol/ P)dNb& J 7EJ LIZ IVI 1z '0,/ F 02 `COs w Ll a_ �CCo o c, Cd �0- O 1) C� cii > C� E3 u +41� + (D o + D J/ ui— +4' -1 -- - ------------------------------------------ -------------------- ---- T R El❑ E -k 'k 21i -------- ,f S �- > — UNKNOWN VALVE 00 m :z — — — — — E] DO, > a + C5 6 CD Sr ST 6r S--- ST-, --- —ST - R - ---- 12"VCP SANITARY SEWER -- ---------------------- - ------- --------- ----------------------------------------------------------------------------------- ------------ + V C5 — — — — — — — — — — — — — — — — -- - — — — — — — — 8"VCP STORM SEWER WASHINGTON STREET Wip (49.5'WIDE PUBLIC R. 0. W) T— — — — — —T— — — — — — T — — — — — — -- — — — — —T— I TO BROADWAY —10- - — --- — — - — — -- — — — 1001 — --- — — — — --- + C3) — — — — — — — — T— lb CONCRETE CURB b, > Q> C"-4 WAPPROXIMATE P.O.W. 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A porion of the rear addition is either original to the Planning Board F City Hall PRESERVATION 474 Broadway 1YEARSSaratogaSprings, s 1T 12866 rin Shane Cassidy e R: 19-23 Washington Street — Demolition & Addition Brennan Dmke Adam I. Faro which has been part of the building for over 1 o ears. This portion of the building does p g Liz Israel Dear Mr. Torpey Samantha Kercull This letter echoes the previous later dated September 19, 2017 that was sent to the Douglas Kerr Design. Review Commission and was copied to the Planning Board and Zoning Board of Richard King Appeals. The Saratoga Springs Preservation Foundation reviewed the application for 19- Michelle Paquette-Deuel 23 Washington Street to demolish the rear addition and the detached two -car garage and Cindy Spence Bill Willard the proposed addition. Board of Directors The stone Greek Revival house was built circa 1840 and is listed as a contributing building to the Broadway Historic I istrict listed on the National Register of Historic PresIiattl�e E. Deitch Places. ident James Gold The Foundation aloes not object to the demolition of the garage. However, as stated in Vice President the letter dated November 5, 2014 that the Foundation submitted to the Design review Lin& Harvey-opitek Commission, the Foundation has significant concerns regarding the removal of the rear Treasurer addition of 23 Washington Street. A porion of the rear addition is either original to the Alicia Czwerwinski structure or was added prior tot 853, as shown on the 1853 Bevan Map (see attached Secretary maps). The first room of the first floor has the same ceiling height and treatment, Caroline Cardone flooring, molding, and foundation that match the original house (see attached images). Shane Cassidy Cynthia Corbett The Foundation strongly advocates for the preservation of this portion of the addition Brennan Dmke Adam I. Faro which has been part of the building for over 1 o ears. This portion of the building does p g Liz Israel not appear to be in poor condition to the point that it canna be reasonably repaired and Samantha Kercull preserved, which is required to be demonstrated per the Historic review Ordinance. Douglas Kerr Richard King Michelle Paquette-Deuel While other portions of the rear additions are historic, they were more utilitarian in nature Cindy Spence Bill Willard and have been modified over the years and do not retain a high degree of historic Meredith oolford lute Therefore the Foundation d . . grity. , does not object to these portions o the rear addition being removed. The Foundation respectfully requests that the Design Review James Kcweweu Commission require the owner to preserve the rear portion of the building that may be emeritus original to the structure or predate 1853. In addition, the Foundation requests that any removals be documented before its removal. an mtha BosshaYt Executive Director The Foundation also has concerns about the dismantling of the historic stone wall. The stone wall in front of the house should remain. It should be repaired, not reconstructed. In addition, the electrical transformer box that was installed in front of 23 Washington Street without Planning Board or Design, Review Commission approval should be relocated. The transformer is not in an appropriate location as it is highly visible and obstructs the view of the primary fade. Landscapecreeing an is not appropriate solution. 12 Spring Street.. Suite 203 Saratoga Springs. ICY 12866 5 18 - 5 8 7 - 5 [13 U As far as the proposed addition to the structure, the Foundation is pleased with the proposed materials and the architectural style as they do relate and take design cues from the other historic buildings on Washington Street, specifically 41 Washington Street. However, the Foundation has concerns about the potential negative impacts of the project's scale, mass and height. The proposed addition will loom over the circa 1840 structure. In addition, the Foundation is disappointed that the east and west facades have no visual interest. The project narrati 1135 3 �30./f}N "qP 1 C AL 3ak AW vp law 4f a l2o A. F i 77 u t t I Av C-1. la Ido �t c"�Atae�. q.moats raga 1 Ul 1 AVA I%7k4 L.- y +�I q I�F j nom_ W. #'�logsubof . is*6 �! I I ION A� r t + r 9 g.,.M "A L 4 # OF Nr IF eJor 7 045. 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V tew Af http : sanhom.0 'l.cor .,dbga way .n i. nbomli hi '?state=ray&r =reel ... 11/4/2014 Page 1 of I �r • `5 + , i 4M M kIwo,r b or 41 .�-ter `JI � til .�• AtIWO' VAN � " Rl e � 4 *f a Mao _# ll # L 'low IF SIM R 's 1 Op it 0 i IM 944 -0-1 .WW - 4r I 1 fAfCZ 400 rto t4 h t : mbom.umi.coin.d gateway.nysed.g v an orn i g t himage?stat r elid=r ell ... 11/4/2014 rage i of t k i 1 i r r 23 � R i 1r rj Viz. 4kk iqw r i ipALT^ .x ME d 1 r 1 #�di r r Id ` v ' "w3 �ti adv .a ws+*� •• �+�s! =#*mart + +* kF i" • C lkm er A L 11 5t4 Ae2ekY�� 10 It I eO i� CL& F2 http://Sanborn.umi.com.dbgateway.nysed.gov/Sanborn/image/fetchimage?state=ny&reelid=ree110... 11/4/2014 00 23 Washington Avenue Parlor, Main House Please note the molding above the fire place that matches the molding in the first room of the gear addition. 23 Washington Avenue First floor, first room of the rear addition Please note the molding above the fire Place in the parlor that matches the molding of the near addition. 23 Washington Avenue Second Parlor, Main House Tease note the molding above the fire place in the Parlor that matches the molding of the rear addition. 23 Washington Avenue first floor, first room of the rear addition Wb Tease note the flooring that matches the main house and the ceiling that matches the second parlor of the main house. - rk ri 3 Washington Avenue Basement of Main House Please note the stone laid foundation is similar to the stone laid foundation of the rear addition. 23 Washington Avenue Basement of Addition Please rote the stone laid foundation is similar t the stone laid foundation of the main house. NEW YORK STATE OF OPPORTUNITY. ANDREW M. CUOMO Governor February 9, 2018 Parks, Recreation,, and Historic Preservation ROSE HARVEY Commissioner Mr. Bradley Birge Administrator of Economic Development & Planning City of Saratoga Springs 474 Broadway Saratoga Springs, NY 12866 Re: SEQRA 19 - 23 Washington Street - Adelphi Hotel and Spa 23 Washington Street, Saratoga Springs, NY 12866 17PRO7297 Dear Mr. Birge: Thank you for requesting the comments of the New York State Historic Preservation Office (SHPO). We have reviewed the provided documentation in accordance with Section 106 of the National Historic Preservation Act of 1966. These comments are those of the SHPO and relate only to Historic/Cultural resources. They do not include other environmental impacts to New York State Parkland that may be involved in or near your project. Such impacts must be considered as part of the environmental review of the project pursuant to the National Environmental Policy Act and/or the State Environmental Quality Review Act (New York Environmental Conservation Law Article 8). We have reviewed your recent submission dated Jan 9, 2018. This submission includes site plans revised to include a passenger drop-off lane on Washington Street. This proposed plan would eliminate the existing stone wall associated with the c. 1850 Greek Revival parish house building at 23 Washington Street. Based on this review, we recommend that at least the portion of the stone wall located in front of the historic house be retained. The wall is significant to the setting of the house and its retention would help to buffer it from the surrounding new development, parking, and other changes. It may be acceptable to move the wall slightly closer to the building to accommodate sidewalk changes. We have no concerns with the proposed pocket park. Please see our previous letter for our comments regarding other aspects of the proposed project. If you have any questions, I can be reached at (518) 268-2164. Sincerely, Weston Davey Historic Site Restoration Coordinator weston.davey@parks.ny.gov Division for Historic Preservation P.O. Box 189, Waterford, New York 12188-0189 - (518) 237-8643 - www.nysparks.com via e-mail only ZONING AND BUILDING INSPECTOR DENIAL OF APPLICATION FOR LAND USE AND/OR BUILDING APPLICANT: ADELPHi HOTEL PARTNERS, LLC TAx PARCEL NO.: 165.67-W 1--14, 15 PROPERTY ADDRESS: 19 -- 23 WASHINGTON STREET ZONING DISTRICT: TRANSECT— 6 This applicant has applied to use the identified property within the City of Saratoga Springs for the following: Proposed construction of a hotel ands a. This application is hereby denied upon the grounds that such use of the property would violate the City Zoning ordinance articles): 240-2.3 Table 3. As such, the following relief would be required to proceed: ❑ Extension of existing variance ❑ interpretation ❑ Use Variance to permit the following: 27 Area Variance seeking the following relief: Dimensional Re uirements From M Fronts a build -to -line: 0-129 20 ft. 23 Washin ton Frontage build -out: 80% 0% Note: 0 Advisory opinion required from Saratoga County Planning Board 2 61 e; MV'�40...r► WfMPMUILDING