The URL can be used to link to this page

Home My WebLink About49750-Z �oy,�'°F SO�ryo�o Town of Southold # * P.O:Box 1179 �0 53095 Main Rd CouIm. Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 46616 Date: 10/23/2025 THIS CERTIFIES that the building COMMERCIAL Location of Property: 64500 CR 48 Greenport, NY 11944 Sec/Block/Lot: 40.-3-5 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 04/14/2021 Pursuant to which Building Permit No. 49750 and dated: 09/20/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "As built" seasonal Cabin #16 in existing campground as applied for per ZBA#7384SE dated 8/20/2020, The certificate is'issued to: HNF Resorts LI LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: C-20-0055 7/23/2025 ELECTRICAL CERTIFICATE: 49750 2/10/2025 & 7/21/2025 PLUMBERS CERTIFICATION: Jjjjge Naran' 04/04/2025 Aut ri ed S gnature TOWN OF SOUTHOLD moo Keay BUILDING DEPARTMENT x TOWN CLERK'S OFFICE ay . o� SOUTHOLD, NY , BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49750 Date: 9/20/2023 Permission is hereby granted to: HNF Resorts LI LLC PO BOX 89 Greenport, NY 11944 To: (cabin #16) legalilze "as built' seasonal cabin in existing campground as applied for per ZBA, Planning & SCHD approvals. Replaces BP 46363. At premises located at: 64500 CR 48, Greenport SCTM #473889 Sec/Block/Lot#40.-3-5 Pursuant to application dated 4/14/2021 and approved by the Building Inspector. To expire on 3/21/2025. Fees: PERMIT RENEWAL $512.60 Total: $512.60 Building Inspector TOWN OF SOUTHOLD �o BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46363 Date: 6/4/2021 Permission is hereby granted to: HNF Resorts LI LLC 690 Queen St Greenport, NY 11944 To: (cabin #16) legalize "as built" seasonal cabin in existing campground as applied for per ZBA, Planning & SCHD approvals. At premises located at: 64500 CR 48, Greenport SCTM #473889 Sec/Block/Lot#40.-3-5 Pursuant to application dated 4/14/2021 and approved by the Building Inspector. To expire on 12/4/2022. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $975.20 CO-COMMERCIAL $50.00 Total: $1,025.20 uilding Inspector SO!/r�o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 Iroum BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: HNF Resorts LI LLC Address: 64500CR 48 CABIN 16 City: Greenport St: NY Zip: 11944 Building Permit#: 49750 Section: 40 Block: 3 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Soundview Electrical License No: 57478ME SITE DETAILS Office Use Only Indoor PF Basement I— Service 170 Solar F Outdoor r 1st Floor W Pool r Spa r Renovation 2nd Floor F Hot Tub r Generator r Survey I— Attic W Garage Battery Storage r INVENTORY Service 1 ph I✓1 Heat Duplec Recpt 23 Ceiling Fixtures 7 Bath Exhaust Fan 1 Service 3 ph I— Hot Water Gas GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors 2 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 9 4-LED Exit Fixtures Other Equipment: Fridge, Micro Notes: Cabin 16 Inspector Signature: X Date: July 21, 2025 Sean Devlin Electrical Inspector~ sean.devlina-town.southold.ny.us 64500CR48Cabin16 oF so�ryol o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • �Q Southold,NY 1 1 97 1-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: HNF Resorts LI LLC Address: 64500 CR 48 City:Greenport St: NY Zip: 11944 Building Permit#: 49750 Section: 40 Block: 3 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Woodhollow Contracting License No: 60139ME SITE DETAILS Office Use Only Indoor Basement r Service I✓ Solar I- - Outdoor W' 1 st Floor [- Pool F Spa r Renovation 1- 2nd Floor r Hot Tub r Generator (- Survey rr Attic I— Garage Battery Storage r I I rl INVENTORY Service 1 ph �' Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph [ Hot Water GFCI Recpt Wall Fixtures Smoke Detectors MainDisconnec 400X2 A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 200X4 A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Id Other Equipment: Notes: 800A Service w/ (2)400A Main Disconnects & (4)200A Panels Inspector Signature: X Date: February 10, 2025 Sean Devlin Electrical Inspector sean.deviinCa)_town.southold.ny.us 64500CR48Service Town Hall Annex ` Telephone(631).766-1802 54375 Main Road o; P.:O'.Box 1179 M Southold,NY 11971-0959. ,y BUILDING DEPARTMENT J TOWN OF SOUTHOLD APR 4 2025 _. CERTIFICATION Date: 0 0 V— ; 02 S Building Permit No. Owner: F �S0'fA—;;" (Please print) Plumber: 1-13 Y V\. 1 (Please print) I certify that the solder used in the water supply system contains less than 2/.10 of 1%lead. U(PluQ��ignature) Sworn to befo e me this i day af 20 LS FReistratioln NDIZO TOR ES IC,STATE OF NEW YORK Notary Public,. County No. 01T06231053 n SUFFOLK County n Expires 11/22/2026 1 OF SOUTyolo Y1750 (sa& 1 TOWN OF SOUTHOLD BUILDING EPT. 'courm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: DATE 717- 1195 INSPECTOR Of SO(/T�olo ' TOWN OF SOUTHOLD BUILDING DEPT. °yCOO,�',� 631-765-1602 IN SPECTION. [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /,STRAPPING [ FINAL. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM RKSE K 14y%A W • 1.CR, c - v� A✓c� M4 f Iry 6 DATE INSPECTOR )010 50UlyO� # . TOWN OF SOUTHOLD BUILDING DEPT. � coumN�'i 631-765-1802 eo( INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION/CAULKING [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR [ ] RENTAL REMARKS: f Y Pw7� ®t 910 V avi r r .......... W4 VIV , 'n r\, Cr�a � � TEDi( g) . INSPECTOR OF SOGTyo , # # TOWN OF SOUTHOLD BUILDING DEPT. o , ,� 631-765-1802 (' INSPECTION- . . ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN . ATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS:'kAV0,PreW G6hi - oil 1 SPECTOR DATE N OE SO(/T��ID TOWN OF SOUTHOLD BUILDING DEPT. � 631-765-1802 INSPECTION . [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH RIXG. [ ] FOUNDATION 2ND [ ] IN ATION/CAULKING [ ] FRAMING/STRAPPING [ .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL 1 REMARKS: T l A-5 9-9 V-0�� b� f7 7Fw4 1�2TE INSPECTOR of SO(/TyO `# TOWN OF SOUTHOLD BUILDING DEPT. "Coum,- 631-765-1802 Eke l INSPECTION FOUNDATION 18T/ REBAR ROUG G [ ] FOUNDATION 2ND [ ] I LATION/CAULKING ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: S q --.bf-W�4 � r 1 WL DATE INSPECTOR ti Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,.New York 11952 Fax 631-298-2651 condonengi neeri ng.com October 14, 2021 C E u E D OCT 1 9 2021 Mr. Mike Verity BUILDING DEPT. Chief Building Inspector TOWN OF SOUTHOLD Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Eastern.Long Island Camp Ground Cottage Footings-690 Queen Street, Greenport. Permit#s 46347, 46348, 46349 46350,46351,46353, 46354, 46355, 46356, 46457,46358, 46359, 46360, 46361, 4636 6363, 6364, 46365,46366, 46367 , . Dear Mr. Verity: I inspected the sono tubes footings on the property for the proposed cottagers andlound therh - --=to-be-installed=in-accordance-with-the-plaris-filed with-.the.-Building_Department._The_sonn tubes_—________ were found to be'properly installed and filled with concrete. To the best of my knowledge the sono tubes are installed in accordance with New York Building Code standards. If you have any questions, please call me at 631-298-1986. Yours truly, L—� 0 ondon, P.E. r _A_.051684 R�FESSig Condon Engineedng, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condonengineering.com V November 25,2021 2� 2p2� Mr. Mike Verity Chief Building InspectorSouthold 53095 Route 258uilding Department � �ON�®r� P.O. Box 1179 0 Southold, New York 11971 Re: Eastern Long Island Camp Ground Cottages-690 Queen Street, Greenport Dear Mr. Verity: I inspected the framing and strapping installed in the Pavilion,and cottages#1,#2.#3,#4, #5,#6,#7,#8,#9,#10,#11,#12,#13#14,#15,#16,#17,#18 and#19 were found to be installed as shown on the plans. If you have any questions, please call me at 631-298-1986. Yours truly, of NEWt, L CQly�0 yQp 051684 �� Thomas P. Walsh, Architect, P.C. 700 Veterans Memorial Highway, Suite CL-140 Hauppauge, NY 11788 Phone: 631-348-4500 Fax:631-348-4,509 Date:1019124 Town of Southold-Fire Marshal Town Hall Annex 54375 Main Road, P.O. Box 1179, Southold, NY 11971 N 0 ' -h Subject: Eastern Long Island Camp Ground, 690 Queen St,Greenport, NY 11944 I To whom it may concern, This letter shall serve to certify that all of the units 1-19& the Pavilion were tested at 200lbs for a period of 2 hours and there was no change in pressure. This test was witnessed by Gregory E.Sulger and Thomas P. Walsh.All of the lines have since been filled with glycol for freeze protection. Therefore, a water flow test cannot be conducted without compromising the system.A manual test was performed on all of the water flow switches.All alarms are active. Very my yours h Th as P. LI C#019767 ` North fork Cottages&RV Resort - - Jab Name:` Installing Company: Boss Systems XR150/XRSSO SERIES STANDBY BATTERY POWER CALCULATIONS Standby Current mA.: :r Tatal mA- XR150/XR550 Series Control Panel 1 X 174 174 1 X 217 217 Relay,0utputsT 2(ON)" 30 - ;. 1 : : 0. X 2 '0 Switching Grounds 3 6(ON) 0 X 5 0 0 X 5 0 Alive Zones 1 8„ ... 2,c• 2, Active Zones 9 10 0 X 4 0 0 X 30 0 .4 W re Smokes, x _ Y O;y'i X _ 0 Panel Bell Output(1500 mA max) A_ux.powerde_vice's o"ri7erminals'7 and,l:i;(O.tfier then keypads andU(=bus modules). 0` X 7.. ,. .r',.4 0 2W BLX,2WT-BLX Smoke Detectors 0 X 15 = 0 0 X 35 0 263LTE'CellularComtriuntcator r. ;_ ;' ,,;, :;; 1 X:'; :r,2Q? Z0 1 X 20 ` ;20"" 263LTE-FN Cellular Communicator 0 X 6 0 0 X 7 = 0 277 Burzgc Module o t' . X,, 5..,= p =`_0.., X. 5 630F Remote Fire Command Center 0 X 63 - 0 0 X 92 = 0 7830f Fire command Keypad,;: ":, e .. ., 0:<: :X`,; 84< - 0 0 'X 108 0'. :; :• s 708 Bus Extender 0 X 10 - 0 0 X 10 = 0 710:Bus Sputter/Repeater Module r' '• _:;[ 0`:' .'.X. ,:'32. _ 0 • 0.. ' X : :,.32 _ 0' 711 Zone Expansion Module 0 X 11 0 0 X 11 0 Active Zone:(EOL lnstalle lk:. 0' k a ,A..6: 0 0 X. 2 f Q t a; `, .. 711S Zone Expansion Module 0 X 4.2 = 0 0 X 4.7 0 712+8 Zone Expansion'Module, `';` _ ..;.,v_ :0 . ;.X; ='17." - 0, X 0 0 Active Zones(EOL Installed) 0 X •1.6 = 0 �o X 2 0 714-Zone ExpansiorrModule r :.<:, .-. '0 X.: 7; 0 ;0• X :7 0 :. Active Zones(EOL Installed) 0 X 1.6 = 0 0 X 2 - 0 714 8,714=16 Zohe Expan iprrModule,':' '. `, ` `:_0 X, :20:_ 0'. '0 X,` 20.°, 0. Active Zones(EOL Installed) - 0 X 1.6 -_ 0 0 X 2 = 0 7151one Expansiorr,Module : - _ '0 X 7 7. 0" b' 'D X Active Zones(EOL Installed) 0 X 4 - 0 0 X 30 = 0 r 2-Wire Smokes 715-8,715-16 Zone Expansion Modules 0 X 20 = 0 0 X 20 = 0 Active Zones{E011tistalled) .^ 0 X 4: . 0: 0; X , 30..'`,c :O:c;i- 2-Wire Smokes 0 X 0.1 - 0 0 X 0.1 = 0 7i6,0utput Expansion Module; .0:.. X';•.. .13 - + 0' 0 ;r - t Active Form C Relays 0 X = 0 0 X 12 = 0 717GiaphicAnnunciatorMod "X,:" 70- ule,:'r_ :, 0 ? X._ ;:,10: i 0, 0 D : Annunciator Outputs 0 X = 0 0 X 1 = 0 734Wiegaridlnterface Mod ule :` :_+.e:'..• ..:::>. x;; : i 0 X! 40?` •, 0.::> 30 X 60. 0. .. Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0 <•'Annunciator(ON) ''. )" `0: Xi;• = 0 0 X 20" ti 0,n �s Proximity Reader 0 X 200 - 0 0 X - 200 = 0 736P:P.OPIT Inteiface,Madule ,.i,, ,, '0 s X,; 25 0 ;0_ X 25•, '0:' Radionics Popex,Octopopit,Popits 0 X = 0 0 X = 0 736V V-PIex Module; 0. X ,t 45,. _ "0' _0 X 45` 0 Active Zones 0 X = 0 0 X - 0 ' 738A Ademco Wireless Interface Module 0 X` 75 - 0 0 X 75 - 0. 738T Wireless Translator 0 X 50 = 0 0 X 50 - 0 738Zplus Z-Wave Interface Module 0 X 40 -- 0 0 X 40 - 0 763 Wi-Fi Module 0 X 31 0 0 X 31 _ = 0 860 Relay Output Module,one relay active 0 X 34 = 0 0 X 34 = 0 All four relays active 0 X 138 - 0 0 X 138 = 0 865'Styie,YorZNotificatioriModule, ',' :, t,:,;s 0'• X;,' :26,` = a '0 "' ;8 0 •X., 5 0 . 866 Style W Notification Module 0 X 45 = 0 0 X 76 0 867-LX-Bus Style W Notification Module,, _ 869 Dual Style D Initiating Module - 0 X 25 0 0 X 75 0 0 8934 Dual Phone Line Modules .,;- _. .a: 0•, X_;' 12.,, 0. =.X '.St1 0:' 1100X Wireless Receiver 0 X 25 - 0 0 X 35 = 0 3100XHWirelesi�High"PowerReeei4er > <. .,, ;' ti `0 X;i 75r. X a.. 7060/7160 Thinline/706OA Aqualite Keypad 0 X 72 = 0 0 X 87 0 7063/7163Thiniine/7063AA4uaffte'Keypad; X 85 t 0. :0 _X .. "100. -a 0 . ..ter . ,.. ;, :. ,...._.: ._ ::,. ..=�,u.,., .. ,.,. - 7070/7170 Thinline/7070A Aqualite Keypad 0 X 72 0 0 X 87 0 Active Zooes(EOL Iostaied). , a;?1. :. .,A; X." 1:6` _ 0 0 Xw a:"2, 0`- 7073/7173 Thiniine/7073A Aqualite Keypad 0- X 85 = 0 0 X 100 0 Active Zones(EOl Installed); = " 0,' X `.. t.6`r = - 0 0. X ".2 0: 7872 Graphic Touchscreen Keypad 0 X 145 = 0 0 X 215 = 0 Active:Zones(EOL Installed) ,. ,.: . „ .:it 0. X; ,1:6;. _ _ 0, ,, 0 X.. _,, , 7873 Graphic Touchscreen Keypad 0 X 143 = 0 0 X 243 0 AdiveZones'(EOLins£alled) 0 X 1.6 = 0 0 r >.X 2 0:" 8860 Graphic Touchscreen Keypad 0 X 300 = 0 0 X 350 = 0 Aux.Powerei!Devices ', .:': :;;" a,[, X" 0 0 .. :,X 300300, Aux.Powered Devices 0 X - 0 0 X = 0 Aux:Powered Dewces gc. _ :0 0- X 0:. Aux.Powered Devices 0 X - 0 0 X = 0 Aux Fowe�ed:Devices 0••. X.:i '. _` ' 0 0 X Aux.Powered Devices 0 X - 0 0 X = 0 >Aux Powered Devices :.'. ..• i0= X,t`. ;0 0 �...,: Aux.Powered Devices 0 X = 0 0 X = 0 ' Aux.Powered Devices 0.. Based on 10%active zones in alarm 'Total Standby inA 200A l: ;°Total,Ala►in mA ,,,;' �_539} Required Minimum Alarm Time in minutes " 5 Minutes X Total Alarm mA 539 = Total Required Alarm Current 44.917 mAh Total Standby mA 2004 mA Numbegof standby hours needed y 24 fi Total number of standby mA hours = 4810 mAh ' s Totalfeouiredalarm,curren_t-trounded) 45mAh , Total number of mA hours = 4855 mAh contingencyfador, Total number of mAh = 5826 mAh _ Cortver[mAfi to Ah 1000 h.,, .. . Battery Amp hows requ'aed c 6 5 � � For more information,refer to the Standby Battery Selection section of the XR150/XR550 Series Installation Guide(LT-1233), wi::nreaa:beer amwat.r h.s nm b--W—d by ur. XF)50 xssV; vaee 2 o Cottages Buf!dF — Paid A Pena B PNaI C Prd D ar ` � O F l g D ' l • Of • Cottages Sub-Panel A ,,. low- Y _. Q� iOy -- ,D) FEB 0 2025 J Cottages Sub-Panel B a�n„ 44 a d FEB 10 2025 7 Rfjl!d!nq h'p_rt+rent Tow nof Southold Cottages Sub-Panel C f � Y J F E 8 1 0 2025 Building Department Town or Southold Cottages Sub-Panel D KYLE W- z� OFFICE LOCATION: %V so, MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 ~ Southold',NY 11971 (cor.Main Rd.&Youngs Ave.) Telephone:631765-1938 Southold,NY www.southoldtownny.gov `7 fE'- 17'\ October 22, 2025 PLANNING BOARD OFFICE TOWN OF SOUTHOLD OCT Z 2 2025 Li Ms. Patricia C. Moore, Esq. p n'.)rt T n 0 51020 Main Road Southold, NY 11971 Re: Approved Amended Site Plan for Eastern Long Island'Kampg round Cabins 64500 CR 48, Greenport SCTM#1000-40.-3-5 Dear Ms. Moore: The Planning Board has found that the requirements of the above-referenced Amended Site Plan have been completed based on the site inspections made September,14, 2025 and October 10, 2025; and, the Planning Board work session on October 20, 2025. The approved structures and associated improvements are in general conformance with the approved amended site plan entitled "Eastern Long Island Kampground" prepared by John J. Condon P.E., dated December 16, 2019, and last revised September 24, 2020. Contingent upon the site's-continued compliance with all applicable provisions of the Town Code, the Planning Board supports the issuance of a Certificate of Occupancy by the Building Department. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. If you have any questions regarding this Site Plan or its process, do not hesitate to contact this office. Respectfully, T>yX00r\ ern kvw Brian A. Cummings Senior Planner cc: Michael Verity, Chief Building Inspector Sean Magnuson, Owner FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) ------------------------------------ t9iiC FOUNDATION (2ND) 9 ?o z 0 O H ROUGH FRAMING& . O PLUMBING \ J INSULATION PER N.Y. H STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 1-4/1 Kul 819�? & /j - % .- / I l 2.4 l Ele r� # o1 l-i I Vm 1-1 Lo 2 r es o e - 5 c 3 �a n Cerl, r cO - From f 3-tq pp 5- Q6 calec-6)c ca�. golk +- 4 n6i a2lb ® y o z ex _ Ob H Will* TOWN OF SOUTHOLD—BUILDING DEPARTMENT = Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hitps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT r { c:,,-�.,� ,�._. ..1 � ,� ,Sor Office Use OnlyAPR 1 4 2021 PERMIT NO. Building Inspector: a 'a` e 'r� , �i�t '.h e f . .� "* s F r a ' 4 -; �^ -w.� "ro,' ",, 5"+-. p-e• Applications and farms must be filled out n their entirety Incomplete `1 applications will not be accepted Where'the AppUcant is not the owner;an Owner's Author>Izat�on form(Page 2)shall be completed Date:4/12/21 OWNI:R(S)OF PRQPER7Y UNIT# ' Name:HNF RESORTS INC. SCTM#1000-40.-3-5 Physical Address:690 QUEEN STREET,.GREENPORT, NY 11944 Phone#:631 477-0022 _..., . a. µ Email INFO ELIKAMPGROUND COM ry µ Mailing Address:690 QUEEN STREET, GREENPORT NY 19944 CONWIPERSON Name:SEAN MAGNUSON Mailing Address:SAME AS ABOVE Phone#:631-953-3899 Email: DESIGN PROFESSIONAL INFORMAT10111 t t j `N Name:CONDON ENGINEERING Mailing Address:1755 SIGSBEE RD.MATTITUCK, NY Phone# 631-298 1986 Email CONDONENG@OPTONLI NE.NET CONTRACTOR 111tFORMATION ` ' ,$ Name:SEE ATTACHED Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION TWOrBEDROOM CABIN ' ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ®Yes ❑No Will excess fill be removed from premises? ❑Yes ®No 1 �� PRbPERTY INFORMATION :: r Existing use of property:TOURIST CAMP Intended use of property:TOURIST CAMP Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR RESORT%RECREATION this property? ®Yes []No IF YES, PROVIDE A COPY. .Check Box After Readi respons$ for Oil drainage and storm water issues as provided by Chapter 236,of the;Touvn Code :APPLICATION 15 HEREBY iVI i, to tfie BuUtlmg t)epartment for the ssuahce.of a Buf►ding Per"i.pursuant to the�BuMing Zone Ordinance of#the Towrt of Southold,Suffb'Ik,County,New York and other applicableryLaws Ordmanies or Regulations for the cbnstruct�ot of buildings, additions,alterations or for removal or demolition as herein tlescribed.The applicant agrees to comply wrth all applicable laws,:ortlmances,bwtdirg code housing code`and_regulationsand toadmit authofted inspectors on;premises""and m b uitding(s)f ocnecessary inspections Falsestatements made,herein-are; punishable as a Class A misdemeanor pursuant to Section 210 45 of the New York State Penal Law s Application Submitted By(print me): (�1t ie/� �� BAuthorized Agent ❑Owner _ ,...,. �_ __........ e . .,__-Ywv ._. .....,.. _. .,._... . ._.... ,.__.....,.. ._.,._.. _ __ _ ,.... _ ----- ----- Signature o Applicant: Date f . y / .:....... ...._.. ._. ...,_.._,,._...__�,�..,..._... _ . . ..,... .., _...__ .,,. O.NNIE.D._BU.N.CH 1 tary Public,State of New York No.0 1 BU6185050 STATE OF NEW YORK) Qualified in Suffolk County SS: Commission Expires April 14,2 q COUNTY OF ) `� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing c ntract)above named, (S)he is the A6/V-1n t )h� am wc_- (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 1 n � IAday of 20 V 1 r, 0U/r'Zp' Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I� SEAN MAGNUSON residing at 825 QUEEN STREET, GREENPORT, NY do hereby authorize EILEEN WINGATE, QUIET MAN STUDIO toapply on my behalf to the Town of S uthold Building Department for approval as described herein. 4/13/2021 n 's Z Date SEA MAGSON Print Owner's Name 2 ti BOARD MEMBERS Of SOUr Southold Town Hall Leslie Kanes Weisman,Chairperson. �� H� 53095 Main Road-P.O.Box 1179 �� !O Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes ,r Town Annex/First Floor, Robert Lehnert,Jr. �l • �Q 54375 Main Road(at Youngs Avenue) Nicholas Planamento �j'C�U Southold,NY 11971 bttpJ/southoldtovnmy.govRECEIVED ZONING BOARD OF APPEALS ;Z:3t'Qe1 TOWN OF SOUTHOLD AUG 2 5 2020 Tel.(631)7654809-Fax(631)765-9064 SoutAbld Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 209 2020 ZBA FILE No.: 73 84SE NAME OF APPLICANT: HNF Resorts Inc PROPERTY LOCATION: 690 Queen Street,Greenport,NY SCTM No. 1000-40-3-5 SERA DETERMINATION: The Southold Town Zoning Board of Appeals declared Lead Agency status for the SEQRtA review of the special exception application and an—uncoordinated review was conducted. It was determined that this is an Unlisted Action pursuant to State Environmental Quality Review Act(SEQRA)6 NYCRR,Part 617, as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type ll list of actions and that the Southold Town Zoning Board of Appeals,pursuant to SEQRA,hereby made a determination of non-significance for the proposed action and grants a Negative Declaration. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was'referred-as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 24, 2020 stating that this application is considered a matter for. local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. TOWN OF SOUTHOLD PLANNING BOARD: The Planning Board offered comments on this application in their June 24, 2020 memorandum. The Planning Board generally has no objection to the Special Exception and cabin size due to the fact that the existing site and.use thereof received Special Exception approval in 1976 and Site Plan approval in 1976 and 2005. The Planning Board currently has not endorsed a Site Plan for this proposal and reserves the right to make any necessary changes to the Site Plan after reviewing all proposals thoroughly. PROPERTY FACTS/DESCRIPTION: Subject property consists of 23.61 acres located in the Resort Residential (RR)Zoning District. The property is a campground with both mobile&tent sites currently available. The property is improved with an office/bathroom facility, sites for mobile homes, and tent camping sites. BASIS OF APPLICATION: Request for Special Exception per Code Section 280-35B(5) and Town Code Article 1, Section 253-1, the applicant is requesting permission to alter the existing Tourist and Page 2,August 20,2020 #7384SE;HNF Resorts,Inc. SCTM No. 1000-40-3-5 Trailer campground by removing twenty(20)tent sites.and constructing twenty(20)seasonal cottages,'as well as variances for twenty(20) cottages measuring 504 sf where the code only allows cottages to measure a maximum of 450 SF in size; located at: 64500 County Rd 48,Greenport,SCTM# 1000-40-3-5 VARIANCE RELIEF REQUESTED: The applicant's proposal was amended to convert 33-existing tent camping sites to 20 seasonal use cabins of approximately 504 sq. ft. with an exterior covered porch, where only 450 sq. ft. cabins are allowed. The cabin floor plans also depict a 90 sq. ft. covered porch to be attached to the cabins for an overall size of 594 sq. ft. In addition, a 600 sq. ft. pavilion with an exterior deck will also be constructed. ADDITIONAL INFORMATION: The proposed 20 cottage sites are a reduction of the currently 33 existing tent.sites. There are certificates of occupancy for all of the existing campground buildings & inground swimming pool. The current site.plan was approved in 2006, and allows for 63 seasonal RV sites, 90 short term RV/Pop Up sites, and 33 tent sites. The site plan also approves 186 parking spots with an 80-car overflow. The original campground &trailer park came about from a Special Exception permit approval ZBA file#2147 dated July 22, 1976. A Letter of No-Jurisdiction was issued by the New York State Department of Conservation (NYSDEC) indicating that no permit is required from the agency, but advised that no construction, disturbance, clearing or sedimentation of any kind may take place within 100 feet of NYS regulated freshwater wetlands without a permit. SPECIAL EXCEPTION: FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6,2020 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280- 142 and finds: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. The subject property has legally existed as a tourist camp since 106 without adverse impacts B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is Iocated or of permitted or legally established uses.in adjacent use districts.No new uses are being proposed in this application C. That the safety, the health,the welfare,the comfort,the convenience or the order of the town will not be adversely affected by the proposed use and its location. The proposed cabins will meet all county sanitary regulations and will be serviced by Suffolk County Water and Greenport Village Sewer System. The site is readily accessible to fire and police protection. -- ----- D.--T-hat the-use-will-be-in-harmony-with-and-promote-the-general-pur-poses-and-intent-of-this— -- chapter. The cabins will be in compliance with the Town's storm water management code Page 3,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-4,0-3-5 E. That the use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility, scale and overall appearance. The property is screened from the road, and is adjacent to Moore's Woods. F. That all proposed structures, equipment and material shall be readily accessible for fire and police protection.The existing unimproved road will be widened for better fire and police access and the campground has its own fire emergency plan and fire truck on site G.That the proposal shall comply with the requirements of Chapter.236, Stormwater Management In making such determination, consideration was also given to: A. The character of the existing and probable development of uses in the district and the peculiar suitability of such district for the location of any of such permitted uses. B. The conservation of property values and the encouragement of the most appropriate uses of land. C. The effect that the location of the proposed use and the location that entrances and exits may have upon the creation or undue increase of vehicular,traffic congestion on public streets,highways or sidewalks to assure the public safety. D. -The availability of adequate and proper public or private water supply and facilities for the treatment,removal or discharge of sewage,refuse or other effluent(whether liquid, solid, gaseous or otherwise)that may be caused or created by or as a result of the use. E. Whether the use or the materials incidental thereto or produced thereby may give off obnoxious gases,odors,smoke or soot. F. Whether the use will cause disturbing emissions of electrical discharges,dust,light, vibration or noise. G. Whether the operation in pursuance of the use will cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, if existing or if proposed by the Town or by other competent governmental agencies. H. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles incidental to the use and whether such space is reasonably adequate and appropriate and can be furnished by the owner of the plot sought to be used within or adjacent to the plot wherein the use shall be located. I. Whether a hazard to life, Iimb or property because of fire, flood, erosion or panic may be created by reason of or as a result of the use or by the structures to be used therefor or by the inaccessibility of the property or structures thereon for the convenient entry and operation of fire and other emergency apparatus or by the undue concentration or assemblage of persons upon such plot. J. Whether the use or the structures to be used therefor will cause an overcrowding of land or undue concentration of population. K. Whether the plot area is sufficient, appropriate and adequate for the use and the reasonably anticipated operation and expansion thereof. L. Whether the use to be operated is unreasonably near to a church,school,theater, recreational area or other place of public assembly. --------- N-i—Whe-ther the-site-of-the-proposed-use-is-par-t-icular-ly-suitable-for-such-use----------- -------- — — N. Whether adequate buffer yards and screening can and will be provided to protect adjacent properties and land uses from possible detrimental impacts of the proposed use. 'Page 4,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No, 1000-40-3-5 O. Whether adequate provision can and will be made for the collection and disposal of stormwater runoff, sewage, refuse and other liquid,solid or gaseous waste which the proposed use will generate. P. Whether the natural characteristics of the site are such that the proposed use may be. introduced there without undue disturbance or disruption of important natural features, . systems or processes and without risk of pollution to groundwater and surface waters on and off the site. AREA VARIANCE: FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6,2020 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law§267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The area where the proposed cabins are to be located is already cleared for tent camping sites with parking. Due to the size of the property, and it being adjacent to Moore's Woods,there will be no detrimental effect to the surrounding neighborhood. 2. Town Law 6267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved.by some method, feasible for the applicant to pursue., other than an area variance. The proposed cabins are 504 sq.ft. with a 90 sq. ft. covered porch, (total 594 sq.ft.)which is more than the allowable 450 sq..feet.The applicant's agent stated that the applicants,determined that they could not adequality fit the modern day needs of potential campers within the size limits currently permitted by code. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 12%relief from the code.However,this variance is mitigated by the fact that the sites are already cleared for tent camping with prior approvals,the overall square footage for all of the cabins will only be 10,080 square feet of. lot coverage over a 23.61-acre property, and that site plan approval by the Planning Board will be required. 4. Town Law 5267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and conditions set by this board. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law U67-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of 20 seasonal rental cabins while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. Page 5,August 20,2020 #7384SE,BNF Resorts,Inc. SCTM No. 1000-40-3-5 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member Weisman(Chairperson),and duly carried,to GRANT, a Special Exception, as applied for,and GRANT the variance as applied for,as shown on the Site Plan and Architectural Plans prepared by John J.Condon,LPE, last revised February 17,2020, SUBJECT TO THE FOLLOWING CONDITION: 1. The applicant must obtain site plan approval from the Planning Board.Failure to do so will render this Special Exception Permit and variance relief null and void. NOTE. Violations of Conditions. A violation of any limitation or condition of a special exception approval or of any provision of this chapter applicable to a special exception use shall constitute a violation of this chapter. The Zoning Board ofAppeals shall retain jurisdiction and shall have the right, after a public hearing to modify, suspend or revoke such approval or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXv Section 280-141 of the Town Code. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey.cited above, such as.alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that.may violate the Zoning Code, other than such uses, setbacks and other features as are.expressly addressed in this action. In the event that this.is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met,and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration. that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1) year terms. Vote of the Board: Ayes:Members Weisman(Chairperson)Acampora,Dantes,Lehnert,and Planamento (5-0). L Leslie Kanes Weisma Chai erson Approved for filing /2020 i; BOARD MEMBERS S, � T Southold Town Hall Leslie Kanes Weisman,Chairperson �� !� 53095 Main Road•P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Office Location: Eric Danrttes G �' iQ Town Annex/First Floor, Robert Lehnert,Jr. �Ol'YG' 54375 Main Road(at Youngs Avenue) Nicholas Planamento OU(1IT`�, Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD _. +'+ a' �� i..::'i' f_ May 19, 2021 , L re : Tel.(631)765-1809•Fax(631)765-9064 Eileen Wingate ^� r Quite Man Studio MAY 2.0 20.21 2805 West Mill Road Mattituck;NY 11952 RE: Request for De Minimus Determination , Appeal`No*. 73845E,HNF Resorts,Inc.. 090 Queen Street, Greenport SCTM No. 100040-3-5 Dear Ms. Wingate; I am in receipt of your correspondence, dated May.j 1,,2Q21, requesting a de minimus determination in the.: above referenced Zonzrig Board of Appeaas Special.Exception Permit and Area Variance de Sion' . In your letter,you request a de minimus approval for a Special Exception and Area Variances.to construct 20 . seasonal use cabins which exceed the maxirrium square feet in area iri accordance with the Towri`Code,upgm an,existing catripgt6uiid. Yoii explain that upon recommendation ofihe�Town's:Planning Board, that.the. revised site plan depicts a re location of the cabins to order.to preseive as many trees as..posstb e, anti that the number of cabins have'been reduced to lS...Furthermore,you stated that the, cabinre-locations neefall zoning requirements pursuant.to Chapter 2.53 of the Town Code: Based upon the information provided, I have determined that your request is de minimus in nature because . the changes do not increase the degree of non-conformity, and the.decision continues to follow the general standards governing Special.Exception Uses. Please be advised that conditions set forth in Appeal No. 7384SE still apply. We ask that you submit to our f` office two amended signed and stamped surveys/site plans depicting the aforementioned changes. Contact our office if you have any further questions or.concerns. I will instruct the office to send a copy of this letter to the Building Department and the.Planning Department. XS' cer y, eslie anes Weisman Chairperson cc: Michael Verity, Chief Building Inspector Heather Lanza, Planning Director OFFYCE LOCATION: MAILING ADDRESS: y Town Hall Annex f��(y�� t ` ' P.O. Box 1179 54375 State Route 25 `' rk" Southold NY 11971, (cor.Main Rd. 8 Youngs Ave.) ,c }u,i Southold,NY ° - Telephone:631 765-1938 r..wW.soalholritownny.gov V a� CaU t� f r PLANNING BOARD OFFICE TOWN,OF SQUTHOLD..,..:..,. October 6, 2020. J Ms. Eileen Wingate 280.5 West Mill Road Mattituck,..NY 11952: Re: Site Plan Approval: Eastern Long Island Kam.pground Cabins 64500 CR 48, Greenport „ SCTM#1000-40.-3-5 Dear Ms. Wingate: The following resolutions were adopted at-a meeting of the:Southold Town Planning Board on Octobe'r5, 2020: WHEREAS, this amended site plan is to replace 33 existing tent sites with the proposed construction of 20'seasonai cabins at 504 sq. ft. each and a 600 sq.-ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District,6reen.port; and i i WHEREAS, on December20,-2019 and January.9, 2020, Eileen,Wingate, authorized agent, submitted an Amended,SiteRlan Application for review;,and WHEREAS, on February 5, 2020 and February 7, 2020, Eileen Wingate,'autliorized agent, submitted an-Amended Site Plan Application fee and other information for review; and WHEREAS, on February 10, 2020, the Southold Town.Planning Board determined the application as complete for review; and. WHEREAS, on February 10, 2020, the Planning Board, pursuant to State Environmental Quality Review Adt (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type 1 Action, nor does it meet any of the criteria on the•Type 11 list of actions; and WHEREAS, on February 12, 2020, the Planning Board, pursuant to.Southold Town Code I §280-131 C., distributed the application to the required agencies for their comments; and (� M r vl) h wmcon onengineenr UGZ,� ---- - 7^ -r r i 14x ✓J 7+} n''ki`r /'*� ``,tnv.yp, '1e U- .. n r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION �l�lan a'f�t5fl!B�'ECha�rrrti' �fi' :i:ir��1liy' 'Sl�T7Y�8 boy�s�k,'So�rc5e 13oad;Si�ny�a'&r�111'gt790 www.decmy gov DOcember• 12,201 R Eastern.Long,.island Kampground' `G rtp-t.`IVY.14 1M4 RE; Delineation of a portion of the wetlands adjacent to your property, Eastern Long Jsland KanVgrounds(SCTM# 1000-40-3-5) Dear Mr. Magnuson, The Qepartrnent,ofEnvironmental Conservation implements'Article24,which is the.. Fresh Water Wetland.Act. Under Article 24,the Department has Jucisdretibn over alf• ulated,•freshwater wetlands and 100 feet landward of those wetlands :Many actiurties ii ;� :` tiae: rt4 nf ; e : oafpitie .-µ W Conduotrng these activities without tine benefit of.a n►t frees this D rtrr►ent is a viola.on of Article 24 of tthe EnvironmeAW Conservation Law (ECIa arid f f�YCRF Part C the.regulations promulgated.under Article-24). Activitles greater than 100 foot from NY.State regulated freshwater wetlands would not requrre an Article 74 �t from•this Department ' aaer 1 , fl1ff:#tonally Su x 1izvcsrrr:tvrsi# e for the-purposes of delineation the wetland.boundary for a proposed project in the southeast corner of-the property.The.management of the facility is proposing to construct a number of cabins within the wooded portion of the lot; around an existing cleared trail, all in the southeast corner of the property. Staff investlgated the wetlands to the east south and west of thq proposed protect IVo other.wetlands on or,adface�t corner:. • #fa14.4th To the.east of the project, staff-found the regulated freshwater wetlands.to,be-greater- than 200 feet from the property line. As such, staff did-not bother to place any flags to demarcate.the boundary. a3 `WPMatn# Conseru�il�n Try tine ,:staflo wefl + ray41: d5tar�t ' o$ + ' } r,�e w£: ,fd4SeY!!N"t 3S location than to the east of the project and staff placed seven flags along the wetland boundary. To the west and southwest of the project, the wetland moves away from the project,- but there is a small pock6tof wetland. Staff placed 2 fW��t they pants where that small pocketces.:cWsest �: Ag1. m► =dfetceff :. wettar' fo fie;fsc si�tt f ;t� wd:wae.rae t 1 n the.:_. property. The existing, legally cleared campground is located to the.north of the proposed project and there are no regulated freshwater wetlands within 100 feet of the project in that location. are.cue it a *OS WWI r ;st a p .. .;.: Again, activi#ies.greater than 100 feet from regulated wetlands-do not require Article 24.permits from this Department.The wetlands come closest to the project In the southwestern portion of the project.and may come close.to 100'feet-from the the�neulhl fag swueje� and placedns;te prop" line. Ycumof plan forthe protect#o confirrp the distances estimated in the field l 'vrthe small:. pees lister est�e ! s r nice ` n ?�" . .. A: td - `lie and therefore any regulated activ�ty.would be even farther from the vuetland-Qh any site plan for the,project_you should-show a Limit of Clearing,'Grading.and Ground Disturbance line. That is a work line, in that no work of any kind would take place beyond that:line. If that,line is 1-oo feet or greater from all,of the wetland flags you.would not need an Article 24 permit frornihis Pepartrnent Sincere Dart Lewis afF04 B 1.NG DEPARTMENT- Electrical Inspector OS DEC 1 1 2023 TOWN OF SOUTHOLD Town al Annex - 54375 Main Road - PO Box 1179 o ^ UrhifnFf 1)� Southold, New York 11971-0959 �a�vfa o �fNc�r MA I elephone (631) 765-1802 - FAX (631) 765-9502 iamesha-southoldtownny.aov — seand(a-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11-Dec 2023 Company Name: Woodhollow Contracting, Corp Electrician's Name: Nicholas Gasparo License No.: ME-60139 Elec. email: cshcherbelis@woodhollowdesigns.com Elec. Phone No: 516-827-5916 01 request an email copy of Certificate of Compliance Elec. Address.: 103 School St Lindenshurst NY 11757 JOB SITE INFORMATION (All Information Required) Name: HNF Resorts LI /Eastern Long Island Kampground Address: 64500 County Rd 48 Greenport, NY 11944 Cross Street: Phone No.: Bldg.Permit#: , 660 email: sewn@magnuson.one Tax Map District: 1000 Section: LfD Block: ' 3 Lot: S BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 800 AMP Meter Pump 2 -400 Amp Switches 4 Main Breaker Panels 20 Sub panels Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ENO []Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATIyO-�N, �fl:pt f: �C �� J BUILq NG DEPARTMENT- Electrical Inspector � 1 ; ' TOWN OF SOUTHOLD Town �Ial�Annex - 54375 Main Road - PO Box 1179 ,f p Southold, New York 11971-0959 ®� p�� f '`T" �r,.._ ,Telephone (631) 765-1802 - FAX (631) 765-9502 lamesha-southoldtownny.aov — seand(&-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11-Dec 2023 Company Name: Woodhollow Contracting, Corp Electrician's Name: Nicholas Gasparo License No.: ME-60139 Elec. email: cshcherbelis@woodhollowdesigns.com Elec. Phone No: 516-827-5916 D I request an email copy of Certificate of Compliance Elec. Address.: 103 School St Lindenshurst NY 11757 JOB SITE INFORMATION (All Information Required) / Name: HNF Resorts LI /Eastern Long Island Kampground Address: 64500 County Rd 48 Greenport, NY 11944 Cross Street: Phone No.: Bldg.Permit#: . �(� _ email: sean@magnuson.one Tax Map District: 1000 Section: Lf Block: 3 Lot: S BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 800 AMP Meter Pump 2-400 Amp Switches 4 Main Breaker Panels 20 Sub panels Square Footage: Circle All That Apply: - Is job ready for inspection?: ❑ YES ❑X NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals M 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION y11`day PERMIT# Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fridge HW POOL WAD Panel Fans Mini Fr., Pump Exhaust Oven' Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments PERMIT# -I Add WOSS: HNF Resorts LILLC Eastern Long Island Kampground 64500 CR 48 /690 Queen St SWItchos Greenpofti NY'l 1944 ."Outiks '12- "G-Prs' Tax Map ID: 1000-40-03-05 �� (104) Sconces 3 WS C ".n� f UC'Lts 0 fridge f HW i 0/0 PA04wil ;:,"POO fans O Minift. 0 W/D 0 Panel I Pump -Exhaust oven 0 surnp 0 Heater Trrsfmr AIIA- Generator 0 S Smokes DW G W.at&-Bond M Carbon o Nigro Grb.Dis 0 'Lights ..Heat 1UtN1fiktr-' Pucks c> ERV 0 HOT TUB SPA Kum 0 Transfer o 01$c Combo Bl A)IA- ..Wer nisplit 1 -Vzrap i� -Cobktop mi 0 , AC 0 -AH 0 :Hood p Blower 0 .-.Service Have Used -S, Wce o Amps Sub OO.Amps X'Have Used Comment5' nn E C E V E n) Pq11d1n2 De,2-ariment sq DCV in J.f.z PROPOSED 2"0 ATER MAIN 3 oE-TcoVER + PROPOSED 4"0 WATER MAIN e D 0 �7e #1 #4 _ —� n NV (:'X'�: � ITT C7 DECK �3 D N W -- ————— TNV �; I I DECK I;._:.,:t' I _' -0 E I #2QUO �zz DECK I 1 MP. #16 , I ,, r:..: s 1`.:` DECK ES AMP :•j.-3sn .. c"e ers — DECK x j 4 r o PAW WbN IT DECK 914S jMx cow #1'2 sr!coTN I t�'an El #:17 � � o .DECK I I VILLAGE OF h \ ' x GREENPORT #$ T: -I I VACANT LAND A0.9II m � za 1. v f' I \ ( \ r D ::lam . re Eck '•;•• r0 / r , O.. �/� / ' \\` �Q \\• \\\ / / / R��+�ia�s��rnw..v�e.�+mc"m��%T a� / / J� \ s \ \ Q ae®+amen,aar,d,ai.ons.r.�maana ae.�uFro+.a.aw.e.Q � ROPOS #9 wes n,r.mmrtw�o smm.oaasomasv•H�ertm nah X� \`�, EDQgwAT MAIN CNN urrK �- Scale: 1"=20 co° o ndon Engineering, P.C. Eastern Lon Island Drawn by:JJC ' �� 1755 Sigsbee Road Grounds -1.UX O LO Mattituck,New York 11952 Camp S P 1 'O p Date:3.13-2021 (631)298-1986 690 Queen Street lit• O CD Greenport,New York 13. RESORT RESIDENTIAL(RR)ZONE 14. THE SITE IS SERVICED BY THE GREENPORT SEWER DISTRICT,GREENPORT ELECTRIC AND SUFFOLK COUNTY WATER AUTHORITY. .Winter Lines) MUST Be Inspected By The St�olk County Dept. Of Heam sely�: .. Call 852-5754, 48 Hours In Advance To Schedule Inspection(s). ENGINEER°S CERTIFICATION REQUIRI;D. SUBMIT P.E.OR R.A. CERTIFICATION FOR INSTALLATION Am) CONSTRUCTION OF� �.,n FOR FINAL APPROVAL. Tysie.., S air' APR 0 2 2021 70 ( � rn 4/2/2021 S CDHS COMMENTS LQ -e �a, �� 3/15/2021-CABIN REVISIONS F b 10/21/2020 SCDHS COMMENTS. 9/28/2020 TOWN COMMENTS o F .$ E y4„ V ? �, ; ,� m 7/22/2020 REV.BLDGS o A0 p 6/2?J2020.SCDHS COMMENTS �s z �,,•� N A 6/6/2020 SCDHS COMMENTS a a A o 1 .5/26/2626 SCDHS COMMENTS 6 M REVISIONS .-O 08 Sm � PEE O F NFL "SE P C y0 � O HEALTH DEPARTMENT APPROVAL STAMP W 0192 S.C.T.M.: DIST.1.000 SEC.40 BLK. 03 LOT.05 p��FESSIO�P�'� I indon Engineering, P.C. EASTERN LONG ISLAND - KAMPGROUND _ 1755 Sigsbee Road 690 QUEEN STREET Mattituck, New York 11952 of (631)298-1986 (631)298-2651 fax GREENPORT, NY 11944 wwH►.condonengineering.comj OVERALL SANITARY PLAN SUBJECT PREMISES KEY MAP SCALE 1'=60o' SHEET 1 OF 2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS DATE 7/23/25 H.S. R--f- No, C-20-0055 The sewage disposal and water supply facilities at this location have been inspected andl& oertified by this department or other agenc bs and found to be satisfactory JOVNT�IHAN PAJ, PE.,THIEF OFFICE OF WASTEWKFER PAA,NAr--',EMENT COMcheck Software Version 4.1.5.1 Envelope Compliance Certific � u y _ Project Information Energy Code: 90.1 (2016)'Standard Project Title: Eastern Long Island Campground-2 Bedroom Cabin ' Location: 'Greenport, New York Climate Zone: 44 Project Type: New Cohstruction Vertical Glazing/Wall Area: 10% Performance Sim.Specs: EnergyPlus 81 0 009(EPW:USA_CT_Bridgeport-Sikorsky.Mem.AP.725040 TMY3.epw) Construction Site: Owner/Agent. Designer/Contractor X. Queen Street Eastern ng Island Campground John-J.•Condon .... Lo Greenport,NY Condon Engineering, PC 1755 Sigsbee Road _. Mattituck, NY-11952 631-298-1986' Building Area Floor Area 1-Motel: Residential 499 Envelope Assemblies Assembly Gross Area Cavity ' Cont. Proposed Budget U- or R Value R Value U-Factor Factor(e) Perimeter Roof 1:Attic Roof with Wood Joists,[Bldg_Use 1-Motel] 499 49.0 0.0 0.021 0.021 Floor 1:Wood-Framed,[Bldg.Use 1-Motel] 499 30.0 0.0 0.033 0.033 NORTH Exterior Wall 3:Wood-Framed,16"o.c.,[Bldg.Use 1 -Motel] 144 21.0 0.0 0.062 0.064 Window.6:Wood Frame:Operable,Perf.Specs.:Product ID CXW14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) Window 7:Wood Frame:Operable,Perf.Specs.:Product ID CXW14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) EAST Exterior Wall 2:Wood-Framed,16"o.c.,[Bldg.Use 1-Motel] 224 21.0 0.0 0.062 0.064 Window.3:Wood Frame:Operable,Perf.Specs.:Product ID CW13, 5 0:260 0.31.0 SHGG0.34�V-T-0:57;:[Bldg-Use 1---Motel]-(b)- Window 4:Wood Frame:Operable,Perf.Specs.:Product ID CX14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) .Window 5:Wood Frame:Operable;Perf.Specs.:Product ID CX14, 10 — — 0.260 0.310 SHGC 0.34,,VT 0.57,[Bldg.Use 1-Motel](b) SOUTH . Exterior Wall 1:'Wood-Framed, 16"o.c.,[Bldg.Use 1-Motel] 144 21.0 0.0 . 0.062 6.064 Window 1:Wood Frame:Operable,Perf.Specs.:-Product ID CXW14, 10 — - 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) Window 1 copy 2:Wood Frame:Operable,Perf.Specs.:Product ID 10 — 0.260 0.310 CXW14,SHGC 0.34,VT 0.57,[Bldg.Use 1 -Motel](b) Door 1:Wood,Swinging,[Bldg.Use 1-Motel] 2 — — 0.300 0.370 Project Title: Eastern Long Island Campground-2 Bedroom.Cabin Report date: 03/05/21 Data filename: C:\Users\Owner\Favorites\ComChecks\2 Bedroom Cottage.cck Page 1 of 10 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value, U-Factor Factor(.) Perimeter 'WEST J: Exterior Wall 4:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Motel] 224 21.0 0.0 0.062 0.064 Window 7:Wood Frame:Operable,Perf.Specs.:Product ID CW13, 5 — — 0.260 0.310 SHGC 0.34,vT 0:57,[Bldg.Use 1-Motel](b) (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Fenestration product performance must;be-certified in accordance with_NFRC and requires supporting documentation. Envelope PASSES: Design 1% better than code ,- Envelope Compliance Statement Compl►ance Statement: The proposed envelope design.represented in this document is consistent with the building plans, specifications,a tte nd other calculations submid with this permit application:The proposed envelope systems have been designed to meet the 90.1 (2016)Standard req ' ements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection klist. Name:-:Title Date Project Title: Eastern Long Island Campground-2.Bedroom Cabin Report date: 03/05/21 Data filename: C:\Users\Owner\Favorites\ComChecks\2 Bedroom Cottage.cck Page 2 of 10 CABIN #16 Fire Sprinkler Reports for Eastern Long Island Campground ' 690kQuee0,Street Greenport;'k New York 1. co OA 4 APPROVED AS NOTED DATE:�/z�/Z B.P.# FEE a BY. ,��'7 Prepared By: NOTIFY FIRE MARSHAL AT 631-765-1802 John Condon FOR THE FOLLOWING INSPECTIONS: Condon Engineering,P.C. 1. ROUGH INSPECTION 1755 Sigsbee Road 2. COMPLIANCE TESTING Mattituck,New York 3. FINAL INSPECTION 631-298-1986 ALL WORK SHALL COMPLY WITH NYS February 4,2024 CODES AND APPLICABLE NFPA STANDARDS !;!:•'; Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineerng r k3 Cabin#16 Mattituck, NY 11952 Page 2 General Project Data Report 71 General Data Project Title: Cabin#16 Project File Name: Cabin 16..fiw Designed By: John Condon Date: February 4, 2024 Code Reference: NFPA 13 R Approving Agency: LOCAL JURISDICTION Client Name: Eastern Long Island Campground Phone: Address: 690 Queen Street City, State Zip Code: Greenport, New York Company Name: Condon Engineering, P.C. Representative: John Condon Company Address: 1765 Sigsbee Road City And State: Mattituck, New York Phone: 631-298-1986 Building Name: Cabin#16 Building Owner: Contact at Building: Phone at Building: Address Of Building: 690 Queen Street City, State Zip Code: Greenport, New York Project Data 71 Description Of Hazard: Light Hazard Sprinkler System Type: Wet Design Area Of Water Application: 144 ft2 Maximum Area Per Sprinkler: 144 ft2 Default Sprinkler K-Factor: 5.60 K Default Pipe Material: SCHED 40 STEEL BLK Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Reliable Model: G5-56 Size: 1/2 Temperature Rating: 135 F NONE Water Supply Test Data Source Of Information: SCWA Test Hydrant ID: 825134000 Date Of Test: 1-11-2021 Hydrant Elevation: 0 ft Static Pressure: 66.00 psi Test Flow Rate: 1503.00 gpm Test Residual Pressure: 52.00 psi Calculated System Flow Rate: 91.49 gpm Calculated Inflow Residual Pressure: 54.56 psi Available Residual Pressure At 65.92 psi System Flow: Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.09 gpm/ft2 Maximum Water Velocity: 20.00 ft/s Maximum Frictional Loss/ 100 feet: 20.00 psi Number Of Active Nodes: 25 Number Of Active Pipes: 24 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 6 Number Of Inactive Sprinklers: 0 C:\...\Cabin 16.fiw Monday, February 5, 2024, 11:07 AM Fire Fire Sprinkler Hydraulics Calculation Program 4� Elite Software Development,Inc. Condon Engineering !-'`3 Cabin#16 Mattituck;NY 11952 f aYr.1 Page 3 `Fire Sprinkler Input Data Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate (psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 1 Sprinkler A 5.60 7.49 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 2 Sprinkler A 5.60 7.49 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 3 Sprinkler A 5.60 7.83 11.00 0.00 --- 0.000 0.0 -- 0.0 0.00 4 Sprinkler A 5.60 7.67 11.00 0.00 --- 0.000 0.0 -- 0.0 0.00 5 Sprinkler A 5.60 7.04 11.00 0.00 --- 0.000 0.0 --- 0.0 0.00 6 Sprinkler A 5.60 7.00 11.00 0.00 --- 0.000 0.0 --- 0.0 0.00 7 No Discharge ---- N/A 7.86 11.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 8 No Discharge --- N/A 7.88 11.00 0.00 --- 0.000 0.0 --- 0.0 0.00 10 No Discharge --- N/A 8.24 11.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 11 No Discharge --- N/A 8.38 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 12 No Discharge ---- N/A 9.24 11.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 13 No Discharge -- N/A 17.21 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 15 No Discharge ---- N/A 21.44 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 16 No Discharge ---- N/A 19.88 2.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 17 No Discharge ---- N/A 25.89 2.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 18 No Discharge ---- N/A 29.60 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 16.fiw Monday, February 5, 2024, 11:07 AM Fire=Fire Sprinkler Hydraulics Calculation'Program Elite Software Development,Inc. Condon Engineering /.t lY Cabin#16 Mattituck,NY' 11952 +;- Page 4 ' Fire Sprinkler Input Data Node lnput`Data' (cont'd) Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate (psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 20 No Discharge ---- N/A 32.48 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 30 No Discharge ---- N/A 36.39 -4.00 0.00 - ---- 0.000 0.0 ---- 0.0 0.00 31 No Discharge --- N/A 37.67 -4.00 0.00 --- 0.000 0.0 --- 0.0 0.00 32 No Discharge --- N/A 38.09 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 33 No Discharge --- N/A 42.16 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 35 No Discharge ---- N/A 42.54 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 36 No Discharge -- N/A 45.55 -4.00 0.00 -- 0.000 0.0 -- 0.0 0.00 37 No Discharge --- N/A 54.26 -4.00 0.00 --- 0.000 0.0 --- 0.0 0.00 40 No Discharge ---- N/A 54.56 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 16.fiw Monday, February 5, 2024, 11:07 AM Fire-Fire Sprinkler Hydraulics Calculation Program f ! Elite Software Development,Inc. Condon Engineering Cabin#16 11llattituck,NY 11952 Page 5 Fire.Sprinkler Input Data Prpgfilplut Data r w y Nominal Nominal Fitting Total CFactor Beg. End. Pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 1 8 BLAZEMASTER CPVC 1.000 0 T 4.50 5.00 9.50 150 2 8 BLAZEMASTER CPVC 1.000 0 T 4.50 5.00 9.50 150 3 10 BLAZEMASTER CPVC 1.000 0 T 4.50 5.00 9.50 150 4 10 BLAZEMASTER CPVC 1.000 0 E 6.50 7.00 13.50 150 5 7 BLAZEMASTER CPVC 1.000 0 ET 9.00 12.00 21.00 150 6 7 BLAZEMASTER CPVC 1.000 0 ET 10.00 12.00 22.00 150 7 8 BLAZEMASTER CPVC 2.000 0 3.00 0.00 3.00 150 8 11 BLAZEMASTER CPVC 2.000 0 T 7.50 10.00 17.50 150 11 10 BLAZEMASTER CPVC 2.000 0 T 6.50 10.00 16.50 150 11 12 BLAZEMASTER CPVC 2.000 0 E 3.00 11.00 14.00 150 12 13 SCHED 40 STEEL BLK 2.000 0 E 15.00 3.50 18.50 120 13 15 SCHED 40 STEEL BLK 2.500 0 2ET 109.00 16.90 125.90 120 15 16 SCHED 40 STEEL BLK 2.000 0 2E 6.00 7.00 13.00 120 16 17 Backflo Prev 6.000 Loss 17 18 SCHED 40 STEEL BLK 2.000 0 2E 7.00 7.00 14.00 120 18 20 SCHED 40 STEEL BLK 2.000 0 T 29.00 7.10 36.10 120 20 30 SCHED 40 STEEL BLK 4.000 0 10E 1190.00 71.00 1261.00 120 30 31 SCHED 40 STEEL BLK 4.000 0 EL 400.00 11.30 411.30 120 31 32 SCHED 40 STEEL BLK 4.000 0 T 120.00 14.20 134.20 120 32 33 SCHED 40 STEEL BLK 3.000 0 2LT 332.00 17.70 349.70 120 33 35 SCHED 40 STEEL BLK 4.000 0 EL 111.00 11.30 122.30 120 35 36 Backflo Prev 3.000 Loss 36 37 SCHED 40 STEEL BLK 2.000 0 2L 105.00 4.20 109.20 120 37 40 SCHED 40 STEEL BLK 6.000 0 T 712.00 21.40 733.40 120 C:\...\Cabin 16.fiw Monday, February 5, 2024, 11:07 AM ,Fire-Fire Sprinkler Hydraulics Calculation Program �� .` Elite Software Development,Inc. Condon Engineering fr� � Cabin#16 Mattituck,NY 11952 tifY:._' Page 6 'Fire Sprinkler Output Data OverallNode�Goupngs0utput Data Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. - Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure(psi) Node (gpm) 1 8 0 -15.32 15.32 0.00 0.00 7.49 2 8 0 -15.32 15.32 0.00 0.00 7.49 0.00009 3 10 0 -15.67 15.67 0.00 0.00 7.83 0.00010 4 10 0 -15.51 15.51 0.00 0.00 7.67 0.00009 5 7 0 -14.85 14.85 0.00 0.00 7.04 0.00006 6 7 0 -14.82 14.82 0.00 0.00 7.00 0.00007 7 5 0 14.85 0.00 0.00 0.00 7.86 -0.00007 7 6 0 14.82 7 8 0 -29.67 8 1 0 15.32 0.00 0.00 0.00 7.88 0.00000 8 2 0 15.32 8 7 0 29.67 8 11 0 -60.32 10 3 0 15.67 0.00 0.00 0.00 8.24 0.00000 10 4 0 15.51 10 11 0 -31.18 11 8 0 60.32 0.00 0.00 0.00 8.38 0.00000 11 10 0 31.18 11 12 0 -91.49 12 11 0 91.49 0.00 0.00 0.00 9.24 0.00000 12 13 0 -91.49 13 12 0 91.49 0.00 0.00 0.00 17.21 0.00000 13 15 0 -91.49 15 13 0 91.49 0.00 0.00 0.00 21.44 0.00000 15 16 0 -91.49 16 15 0 91.49 0.00 0.00 0.00 19.88 -0.04920 16 17 0 -91.54 17 16 0 91.54 0.00 0.00 0.00 ;25.89 0.04920 17 18 0 -91.49 18 17 0 91.49 0.00 0.00 0.00 29.60 0.00000 18 20 0 -91.49 20 18 0 91.49 0.00 0.00 0.00 32.48 0.00000 20 30 0 -91.49 C:\...\Cabin 16.fiw Monday, February 5, 2024, 11:07 AM Fire-Fire Sprinkler Hydraulics Calculation Program }4 Elite Software Development,Inc. Condon Engineering X _ Cabin#16 Mattifuck,NY 11952 ° r, Page 7 'Ifire Sprinkler Output Data Overalls Node;Groupings, Output:Data:,,(cont'd) Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure(psi) Node (gpm) 30 20 0 91.49 0.00 0.00 0.00 36.39 0.00000 30 31 0 -91.49 31 30 0 91.49 0.00 0.00 0.00 37.67 0.00000 31 32 0 -91.49 32 31 0 91.49 0.00 0.00 0.00 38.09 0.00000 32 33 0 -91.49 33 32 0 91.49 0.00 0.00 0.00 42.16 0.00000 33 35 0 -91.49 35 33 0 91.49 0.00 0.00 0.00 42.54 -0.04921 35 36 0 -91.54 36 35 0 91.54 0.00 0.00 0.00 45.55 0.04921 36 37 0 -91.49 37 36 0 91.49 0.00 0.00 0.00 54.26 0.00000 37 40 0 -91.49 40 37 0 91.49 0.00 0.00 -91.49 54.56 C:\...\Cabin 16.fiw Monday, February 5, 2024, 11:07 AM 'Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering /��. Cabin#16 Mattituck,'NY 11952 Page 8 Fire Sprinkler Output.Data Overall Pipe Output Data Beg. Nodal Spk/Hose Residual Nom. Dia. q(gpm) F. L./ft Pipe-Len. PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 5 5.60 11.00 14.85 7.04 1.00 14.85 0.03926 9.00 0.824 7 0.00 11.00 0.00 7.86 1.101 14.85 ET 12.00 0.000 BLAZEMASTER CPVC - 150 5.01 0 21.00 0.824 6 5.60 11.00 14.82 7.00 1.00 14.82 0.03907 10.00 0.860 7 0.00 11.00 0.00 7.86 1.101 14.82 ET 12.00 0.000 BLAZEMASTER CPVC 150 4.99 0 22.00 0.860 1 5.60 11.00 15.32 7.49 1.00 15.32 0.04159 4.50 0.395 8 0.00 11.00 0.00 7.88 1.101 15.32 T 5.00 0.000 BLAZEMASTER CPVC 150 5.16 0 9.50 0.395 2 5.60 11.00 15.32 7.49 1.00 15.32 0.04159 4.50 0.395 8 0.00 11.00 0.00 7.88 1.101 15.32 T 5.00 0.000 BLAZEMASTER CPVC 150 5.16 0 9.50 0.395 7 0.00 11.00 0.00 7.86 2.00 0.00 0.00766 3.00 0.023 8 0.00 11.00 0.00 7.88 2.003 29.67 ----- 0.00 0.000 BLAZEMASTER CPVC 150 3.02 0 3.00 0.023 3 5.60 11.00 15.67 7.83 1.00 15.67 0.04334 4.50 0.412 10 0.00 11.00 0.00 8.24 1.101 15.67 T 5.00 0.000 BLAZEMASTER CPVC 150 5.28 0 9.50 0.412 4 5.60 11.00 15.51 7.67 1.00 15.51 0.04251 6.50 0.574 10 0.00 11.00 0.00 8.24 1.101 15.51 E 7.00 0.000 BLAZEMASTER CPVC 150 5.23 0 13.50 0.574 8 0.00 11.00 0.00 7.88 2.00 0.00 0.02846 7.50 0.498 11 0.00 11.00 0.00 8.38 2.003 60.32 T 10.00 0.000 BLAZEMASTER CPVC 150 6.14 0 17.50 0.498 11 0.00 11.00 0.00 8.38 2.00 0.00 0.00839 6.50 0.139 10 0.00 11.00 0.00 8.24 2.003 31.18 T 10.00 0.000 BLAZEMASTER CPVC 150 3.17 0 16.50 0.139 11 0.00 11.00 0.00 8.38 2.00 0.00 0.06152 3.00 0.861 12 0.00 11.00 0.00 9.24 2.003 91.49 E 11.00 0.000 BLAZEMASTER CPVC 150 9.32 0 14.00 0.861 12 0.00 11.00 0.00 9.24 2.00 0.00 0.07976 15.00 1.476 13 0.00 4.00 0.00 17.21 2.067 91.49 E 3.50 6.495 SCHED 40 STEEL BLK 120 8.75 0 18.50 7.971 13 0.00 -4.00 0.00 17.21 2.50 0.00 0.03357 109.00 4.226 15 0.00 -4.00 0.00 21.44 2.469 91.49 2ET 16.90 0.000 SCHED 40 STEEL BLK 120 6.13 0 125.90 4.226 C:\...\Cabin 16.fiw Monday, February 5, 2024, 11:07 AM IFire-Fire Sprinkler Hydraulics Calculation Program Elite Software.Deveiopment,Inc.. Condon Engineering 6 't Cabin#16 'Maffituck,NY 11952 r, Page 9 Fire Sprinkler Output,Data Overall Pipe Output Data (confd) Beg. Nodal Spk/Hose Residual Nom. q (gpm) F. L./ft Pipe-Len.Dia. PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. � PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 15 0.00 -4.00 0.00 21.44 2.00 0.00 0.07976 6.00 1.037 16 0.00 2.00 0.00 19.88 2.067 91.49 2E 7.00 -2.598 SCHED 40 STEEL BLK 120 8.75 0 13.00 -1.561 16 Backflo 2.00 19.88 91.54 Prev 17 6.00 psi 2.00 25.89 17 0.00 2.00 0.00 25.89 2.00 0.00 0.07976 7.00 1.117 18 0.00 -4.00 0.00 29.60 2.067 91.49 2E 7.00 2.598 SCHED 40 STEEL BLK 120 8.75 0 14.00 3.715 18 0.00 -4.00 0.00 29.60 2.00 0.00 0.07976 29.00 2.879 20 0.00 -4.00 0.00 32.48 2.067 91.49 T 7.10 0.000 SCHED 40 STEEL BLK 120 8.75 0 36.10 2.879 20 0.00 -4.00 0.00 32.48 4.00 0.00 0.00310 1190.00 3.913 30 0.00 -4.00 0.00 36.39 4.026 91.49 10E 71.00 0.000 SCHED 40 STEEL BLK 120 2.31 0 1261.00 3.913 30 0.00 -4.00 0.00 36.39 4.00 0.00 0.00310 400.00 1.276 31 0.00 -4.00 0.00 37.67 4.026 91.49 EL 11.30 0.000 SCHED 40 STEEL BLK 120 2.31 0 411.30 1.276 31 0.00 -4.00 0.00 37.67 4..00 0.00 0.00310 120.00 0.416 32 0.00 -4.00 0.00 38.09 4.026 91.49 T 14.20 0.000 SCHED 40 STEEL BLK 120 2.31 0 134.20 0.416 32 0.00 -4.00 0.00 38.09 3.00 0.00 0.01166 332.00 4.076 33 0.00 -4.00 0.00 42.16 3.068 91.49 2LT 17.70 0.000 SCHED 40 STEEL BLK 120 3.97 0 349.70 4.076 33 0.00 -4.00 0.00 42.16 4.00 0.00 0.00310 111.00 0.379 35 0.00 -4.00 0.00 42.54 4.026 91.49 EL 11.30 0.000 SCHED 40 STEEL BLK 120 2.31 0 122.30 0.379 35 Backflo -4.00 42.54 91.54 Prev 36 3.00 psi -4.00 45.55 36 0.00 -4.00 0.00 45.55 2.00 0.00 0.07976 105.00 8.710 37 0.00 -4.00 0.00 54.26 2.067 91.49 2L 4.20 0.000 SCHED 40 STEEL BLK 120 8.75 0 109.20 8.710 C:\...\Cabin 16.fiw Monday, February 5, 2024, 11:07 AM Fire-Fire Sprinkler Hydraulics Calculation Program , Elite Software Development,Inc. Condon Engineering Cabin#16 Mattituck, NY 11952 `,o1a,t. Page 10 Fire Sprinkler Output Data : Overall Pipe Output Data (cont'd) Beg. Nodal Spk/Hose Residual Nom. Dia, q (gpm) F. L./ft Pipe-Len. PF-(psi) Elevation Q(gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 37 0.00 -4.00 0.00 54.26 6.00 0.00 0.00042 712.00 0.309 40 0.00 -4.00 0.00 54.56 6.065 91.49 T 21.40 0.000 SCHED 40 STEEL BLK 120 1.02 0 733.40 0.309 C:\...\Cabin 16.fiw Monday, February 5, 2024, 11:07 AM Fire-Fire Sprinkler Hydraulics Calculation Program t Elite Software Development,Inc. Condon Engineering EtE Cabin#16 Mattituck,NY 11952 ,4Yi►;,'• Page 11 dire Sprinkler Output Data Overall Sprinkler Output Data 7-71 Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure 2 Density Discharge Node No. Code KFactor(K) (feet) (psi) (ft ) (gpm/ft2) (gpm) 1 A 5.60 11.00 7.49 144.00 0.106 15.32 2 A 5.60 11.00 7.49 144.00 0.106 15.32 3 A 5.60 11.00 7.83 144.00 0.109 15.67 4 A 5.60 11.00 7.67 144.00 0.108 15.51 5 A 5.60 11.00 7.04 144.00 0.103 14.85 6 A 5.60 11.00 7.00 144.00 0,103 14.82 Sub Totals For Group A 864.00 0.106 91.49 Totals For All Groups '864.00 0.106 91.49 C:\...\Cabin 16.fiw Monday, February 5, 2024, 11:07 AM Fire=Fire Sprinkler Hydraulics Calculation Program Elite Software.Development,Inc. Condon Engineering F l3 Cabin#16 Mattituck,NY 11952 Page 12 Fire Sprinkler Output Summary Hydraulically MostDemanding Sprinkler Node HMD Sprinkler Node Number: 6 HMD Actual Residual Pressure: 7.00 psi HMD Actual Flow: 14.82 gpm Sprinkler Summary Sprinkler System Type: Wet Specified Area Of Application: 144.00 ft2 Minimum Desired Density: 0.090 gpm/ft2 Application Average Density: 0.635 gpm/ft2 Application Average Area Per Sprinkler: 24.00 ft2 Sprinkler Flow: 91.49 gpm Average Sprinkler Flow: 15.25 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity( In Pipe 11 -12) 9.32 ft/sec Maximum Velocity Pressure( In Pipe 11 - 12) 0.58 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0087 psi Actual Average Nodal Pressure Imbalance: 0.0029 psi Actual Maximum Nodal Flow Imbalance: 0.0492 gpm Actual Average Nodal Flow Imbalance: 0.0079 gpm Overall Network Summary Number Of Unique Pipe Sections: 24 Number Of Flowing Sprinklers: 6 Pipe System Water Volume: 2460.87 gal Sprinkler Flow: 91.49 gpm Non-Sprinkler Flow: 0.00 gpm Minimum Required Residual Pressure At System Inflow 54.56 psi Node: Demand Flow At System Inflow Node: 91.49 gpm Q\...\Cabin 16.fiw Monday, February 5, 2024, 11:07 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering N Cabin#16 Mattituck,NY 11952 ` Pa go 13 Fire Sprinkler Output Data Hydraulic S'upply/Demand Graph 100 90 80 70 •N C � 60 L N 52 N 50 N CL 40 30 20 10 0 2 4 6 8 10 12 14 16 18 20 Flowrate(x100) gpm Supply Curve Data Static Pressure: 66 psi Test Residual Pressure: 52 psi Test Flow Rate: 1503 gpm Demand Curve Data Calculated Residual Pressure: 54.56 psi Calculated Flow Rate: 91.49 gpm Excess Available Residual Pressure At Calculated Flow: 11.36 psi Pressure Required For'First Sprinkler Downstream From Inflow Node To Flow: 15.50 psi C:\...\Cabin 16.fiw Monday, February 5, 2024, 11:07 AM