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49752-Z
aoF soulyo`° Town of Southold P.O.Box 1179 �0 53095 Main Rd UNTI Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46618 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. 49752 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' #18 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: 49752 09/09/2025 PLUMBERS CERTIFICATION: Jorge Naranjo 04/04/2025 A thor e S' ature �o�oSOFFocK�� TOWN OF SOUTHOLD eel, BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 49752 Date: 9/20/2023 Permission is hereby granted to: HNF Resorts LI LLC PO BOX 89 Greenport, NY 11944 To: (cabin #18) legalize"as built" seasonal cabin in existing campground as applied for per ZBA, Planning & SCHD approvals. Replaces BP 46365 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 r Building Inspector �SufFO1/ TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE Wo . 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#: 46365 Date: 6/4/2021 Permission is hereby granted to: HNF_Resorts LI LLC 690 Queen St Greenport, NY 11944 To: (cabin #18) legalize "as built" seasonal cabin in existing campground as applied for per ZBA, Planning & SCHD approvals. At premises located at: 64600 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 121412022. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $975.20 CO-COMMERCIAL $50.00 Total: $1,025.20 Building Inspector o��oF so�ryol � o Town Hall Annex Telephone(631)765-1802 41 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q 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#: 49752 Section: 40 Block: 3 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Woodhollow Contr License No: 60139ME SITE DETAILS Office Use Only Indoor r' Basement Service I— Solar F Outdoor 1 st Floor W Pool F Spa Renovation 2nd Floor r Hot Tub [- Generator [— Survey rr Attic rill, Garage Battery Storage r INVENTORY Service 1 ph r Heat Duplec Recpt 23 Ceiling Fixtures 7 Bath Exhaust Fan 1 Service 3 ph r Hot Water Gas GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors 2 Main Panel 100A A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe 1 Heat Detectors Disconnect Switches 9 4'LED Exit Fixtures Other Equipment: Fridge, Minisplit, 100A Panel Notes: Cabin 18 Inspector Signature: X t Date: September 9, 2025 Sean Dev Electrical Inspector sean.devlin(D-town.southold.ny.us 64500CR48Cabin18 �ufF0j/( Town Hall Annex G Via. Tele 54375 Main Road phone-(631)-765-1802 P..O.Box,1179 Southold, NY 11971-0959 -,ftr� BUILDING DEPARTMENT v TOWN OF SOUTHOLD APR 4 2025 CERTIFICATION Date: Building Permit No. r_-1 8 y g j 5 Owner: ME L-1 I_L C (Please;p int) Plumber: OY { Vl (Please print) I certify that the solder used in the water'supply system contains less th 2/10 of 1%0 lead. (-.,/-(-Plumbe ignature) Sworn to before me this n ADVE -- 0 TOR ES day o r 20 NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01T06231053 Qualified in SUFFOLK County Commission Expires 11/22/2026 ' Notary Public, PCounty l i 1 0f SObIyO� �' r ` # # T N �FiUTHOLD BUILDING DEPT. �o O °`y�o�►�,N 631-765-1802 Al C� 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) LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE . INSPECTOR of SOUIyp� /oar�( 6 02, ` � J * # D B ILDING DEPT.. -� H , TOWN' F� SOUTHOL U cou�m,� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ -I 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 -INSPECTOR �apF SOut, # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ 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 RKS- 116� �AA ce, ja" i/vt ma teg ot - L-E, N- oaA- Aq�wtv s vVIO& KtA Ott/ b e DATE Lr1 INSPECTOR J pF 50UTyo� TOWN OF SOU n # # THOLD BUILDING DEPT. 4 N , 631-765-1802 ` NSIPECT' 10' ,N [ ] FOUNDATION 1ST/ 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: two r r E - INSPECTOR a SOUTyo * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REEAR [ ] ROUGH,PLBG. [ ] FOUNDATION 2ND [ ] �INATIOWCAULKING [ ] 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: jo. DATE INSPECTOR �o�aoe souryo�` # TOWN OF SOUTH:OLD BUILDING DEPT. courm, 631-765-1802 INSPECTION . [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH P G. [ ] 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: 7 l . VY►�S Sn� Vk 4-r7o Allk c"'IA 4 - S�I 2TV INSPECTOR OF SOUTyO TOWN OF SOUTHOLD BUILDING DEPT. Own�� 631-765-1802 Q � INSPECTION FOUNDATION 1ST/ REBAR ROUG G �691� [ ] 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 VA-L.000,10, wk- 1 WL A�t&,yok9604-L 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 neering.com October 14, 2021 E E D OCT 1 9 mi Mr. Mike Verity BUILDING DEPT. Chief Building Inspector TOWN of SOU MOLD 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, 46349,46350.4635 353, 46354, 46355, 46356, 4'6457, 463581 46359, 46360, 46361, 46362,46363, 4636 46365 6366, 46367 Dear Mr. Verity: I inspected the son o tubes footings on the property for the.proposed cottagers and found them --- .-- -- - ---to-be-instal led-in.-actor.dance-with=the-plans-filed with the-Building-Department._The..sono_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, 0 ondon, P.E. P� MEN�o�P 051% �c9 R�fESSION�' 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 V November 25, 2021 V� - Q 2p25 Mr. Mike Verity gyp$ 2 e�"ti Chief Building Inspector ®e�O 6 Southold Town Building Department � { ®� 53095 Route 25 P.O. Box 1179 Ao 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, N )f NEw k C,���� �. c��,� \ J 051664 Thomas P. Walsh, Architect, P.C. 700 Veterans Memorial Highway, Suite CL-140 Hauppauge, NY 11788 Phone: 631-348-4500 Fax: 631-348-4509 Dote:1019124 Town of Southold-Fire Marshal Town Hall Annex 54375 Main Road, P.O. Box 1179, Southold NY 11971 CO 'Subject: Eastern Long Island'Camp Ground, 690 Queen St,Greenport, NY 11944 To whom it may concern, This letter shall serve to certify that ail 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 waterflow 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 Th as P. LIC#019767 ` Condon Engineering9 P.C. New York State Licensed Professional Engineers 1756 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condonengineering.com November 27, 2024 DEC - 4 2024 ` Mr. Mike Verity Chief Building Inspector 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 Dear Mr. Verity: I inspected the plumbing in the Pavilion,and cottages#4,#5,#6,#7,#8,#9,#11,#12,#18 and#19. The piping was found to be installed as shown on the plans and to have no leakage.The installation was found to be installed as shown on the plans. To the best of my knowledge the plumbing was installed in accordance with building code standards. If you have any questions, please call me at 631-298-1986. Yours truly, OF E. c' o�,N J. Co �® \ ' y°o �� A 0516,9 ��FEssnA a��� Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condonengineering.com January 31, 2025 r: F c B - ^ 2025 r. Mr. Mike Verity Chief Building Inspector `Southold Town Building Department " `,53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Eastern Long Island Camp Ground Cottages-690 Queen Street, Greenport Dear Mr. Verity: I inspected the installed insulation at the site.The insulation in the Pavilion, and cottages#4, #5,#6,#7,#8,#9,#11,#12,#18 and#19 were found to be installed as shown on the plans. To the best of my knowledge the insulation was installed in accordance with building code standards. If you have any questions, please call me at 631-298-1986. Yours truly, OF NEY1, CO o `FQ 051684 North Fork Cottages&RV Resort Job Name: Installing Company: Boss Systems XR150/1(RSSO SERIES STANDBY BATTERY POWER CALCULATIONS - ;,Standb CurrentrvAlarm , RtY mA Total mA'. Z,r Total mA s XR150/XR550 Series Control Panel 1 X 174 - 174 1 X 217 217 Relay'Outputst_2,(ON)`+ Ot` sX - s 30c S . Switching Grounds 3 6(ON) 0 X 5 0 0 X 5 0 0 X 4 = 0 0 X 30 = 0 Active Zones 9-10 _ °2-Wire-Smokes 0, X 01, 0 0 X 01 0.. Panel Bell Output(1500 mA max) "Aux power dewces.on Termrr;als•7 and 11(Other than keypads and LX=Bus modules)_ 0 2W-BLX,2WT-BLX Smoke Detectors 0 X 15 = 0 0 X 35 0 263tTE.CeI)iila?Comnaunrcator' ��`- 13 "... ,�. X 20 30 1_ 'X.- 20 20:." 263LTE-FN Cellular Communicator 0 X 6 = 0 0 X 7 = 0 277Buzier:Module,..,.;. 0,..:•;. 630F Remote Fire Command Center 0 X 63 - 0 0 X 92 = 0 7830P'Fire Command Keypad" 0. :.Xi 84 1 p :0 z"X 108,.' 0 708 Bus Extender -0 X 10 = 0 0 X 10 = 0 710 Bus SPlitterlRepeafer Module O;,z .. :X,•-'; ;' '32 t ;0 .. . .':X _ .. .. .32 t1 �. , 711 Zone Expansion Module 0 X 11 = 0 0 X 11 = 0 ':,Active Zone,(EOL--Installed):.. _.. 0,-'s .X:. „1:6`.: 0 0 .. ,..- i -,. ..-,. .0 711S Zone Expansion Module 0 X 4.2 = 0 0 X 4.7 = 0 712-8 Zone:Expansion Module. _ >:. 0'-.: - X;V '17' 0 :0 X 17,,:: - 0 Active Zones(EOL Installed) 0 X 1.6 = 0 0 X 2 = 0 7 Expansion Module.. 0 14 Zone .- -.. - - ,:_. 7;- _ ` X 4" `: 0`. `:. 0 ,. X.. 7,•, -1, 0 Active Zones(EOL Installed) 0 X 1.6 = 0 0 X 2 = 0 714 8,714-16 Zone Expansion Module ?- : i'. 0;„< '',X '20, 0 '0 "X 20 = 0, Active Zones(EOL Installed) 0 X 1.6 = 0 0 X 2 = 0 715'Zone Expansion Module 0 X + 7• - 0 0 X 7 ;0 Active Zones(EOL Installed) 0 X 4 - 0 0 X 30 = 0 r 2=Wire Smokes' 0.1 . 0 0," X 0:1'. 0 715-8,715-16 Zone Expansion Modules 0 X 20 = 0 0 X 20 = 0 'Active Zones(EOL Installed) 0' X- 4, " 2-Wire Smokes 0 X 0.1 = 0 0 X 0.1 = 0 7i6 0utpuCExpansion Module,' :, ;0 „ X':', 13..J ;•'b 0: 0 ;X,.., ,. `13 0 Active Form C Relays 0 X = 0 0 X - 12 = 0 717GraphicAnnunciatorModule"i 'k.: ,:D. SX. 10' i; 0 -0 X 10•.. ' 0 _ .. .,, ...- .. , t. :" 1, .,� AnnunciatorOutputs 0 X = 0 0 X 1 = 0 ; . . ' .0 X , -A 734Wegand interface Module 0 :: 0" Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0 ,Annunciator(ON) •>`. 0 X; X = R Proximity Reader 0 X 2000- 738A 0 0 X 200 = 0 736P=POPITInterfac�Module - y r :°0 ,.rX. 23 0-,e,; a0. X 25 0: Radionics Popex,Octopopit,Popits 0 X 0 0 X = 0 736VV$Plez Module, ,", r , 0 X,_t ;:..45r 0 ;0 :X 45, p Active Zones 0 X 0 0 X - 0 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 1 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 _v 0 _ 0� X - 34 0 p All four relays active 0 X 138 = 0 0 X 138 = 0 865.Siyle b rZNotificationModule'-- - <.,.:,_,,_ ,;.;•,; '0 :-X" ;''26 �_ 0 --,a 866 Style W Notification Module 0 X 45 = 0 0 X 76 = 0 86ZLX-Bus Style W Notification Module ;,'. ;. 0- - X '30 = `0: 0 X 86 = 0` 869 Dual Style D Initiating Module 0 X 25 = 0 0 X 75 = 0 893A:Dual,Phone Line,Module,.'. ? r' 6"; "X' ;12 0 0 X 5p 0 1100X Wireless Receiver 0 X 25 - 0 0 X 35- _ 0 1106XHWirelessHighPowe[Recever, 0.:. 0_ X, 102, 0. _. ,. 7060/7160 Thinline/706OA Aqualite Keypad 0 X 72 = 0 0 X 87 = 0 7063/71fi3:Thihline/7063A'AqualfteKeypad ,, c `T. '...,> .0`.. X.:,, a5 ` =0- r 0 Xa'_ : 100 , 0 7070/7170 Thinline/7070A Aqualite Keypad 0 X 72 = 0 0 X 87 = 0 Wive Zones(EOL Instal led) . , s a X. v. ': 7073/7173 Thinline/7073A Aqualite Keypad 0 X 85 = 0 0 X 100 = 0 ASLive Zones(EOL InsteileH), D', X , 1.6 0 0 _''X+ :'2 0 7872 Graphic Touchscreen Keypad 0 X 145 = 0 .0 X 215 = 0 AcfrveZones(EOL Installed) _ , ;< w 0 "X` A.6 0::' }'0 's :=X . :2• 0'a 7873 Graphic Touchscreen Keypad 0 X 143 = 0 0 X 243 = 0 Active Zones(EOL Installed) 0'. X':' 1.6, _^.i 0 - 0 X _ 2 _ d`' 8860 Graphic Touchscreen Keypad - 0 X 300 = 0 0 X 350 = 0 Atixc`Poweted Devices, 0 ? 0 1 X 300 too, " . Aux.Powered Devices 0 X - 0 0 X - 0 Aux Powered Devices - .Aux.Powered Devices 0 X = 0 0 X = 0 Auz.Powered I)Wces i; . :,' ` , D: X-`, "• 0 0 X..... ,0 Aux.Powered Devices 0 X - 0 0 X = 0 Auz Powered Devices :0 X:..:: Aux.Powered Devices 0 X - 0 0 X - 0 Aux Powered Devices X =0; ;X 0 0 KTotahAlatriimA.,,;l,i.;l ,:,,: .; ;539; Based on 10%active zones in alarm Total Standby iitA 200A 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 Numb.&,f standby hours needed y24 h ' Total number of standby mA hours = 4810 mAh Total reowred alarm current,(rounded)_.•. ; ' + ' 45 mAhA. Total number of mA hours = 4855 mAh J LL Contingency factor Total number of mAh = t 5826 mAh ' Convert mAh 'Afi`to - Battery Amp hours required fi -6 r Ah For more information,refer to the Standby Battery Selection section of the XR150/XR550 Series Installation Guide(LT-1233). This spreadsheet calculator has not been evaluated by UL XRI50 xRSu; Page 2 0 3 OFFICE LOCATION: \\0 so NL&ILING 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.southoldtow-xmy.gov 7,! 777, October 22, 2025 PLANNING BOARD OFFICE TOWN OF SOUTHOLD OCT 2 2025 Ms. Patricia C. Moore, Esq. 51020 Main Road Southold, NY 1,1971 Re: Approved Amended Site Plan for Eastern Long Island Kampground Cabins 64500 CR 48, Greenport SCTM#1000-40.-3-5 Dear Ms. Moore: The Planning Board has found that the requirements of the above-referericed Amended Site Plan have been completed based on the site inspections made September 14, 2025 and'October 1.0, 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, Brian A. Cummings Senior Planner cc: Michael Verity, Chief Building Inspector Sean Magnuson, Owner FIELD INSPECTION REPORT DATE COMMENTS " 9 FOUNDATION(1ST) y ------------------------------------ FOUNDATION(2ND) � S �O --Z O co H ROUGH FRAMING& PLUMBING G � W kA IG INSULATION PER N.Y. y STATE ENERGY CODE A FINAL _ S ADDITIONAL COMMENTS �i I'd 23 I�q rc lug ✓Z 0l0 I K— O ReC l 0`I I`1 I E1eC-I-t�C �' 2-4 �—aU— � r ,' ( f'Cil1�i S r0 ,Lool �j J z x ;H v1 ��o°Su coGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT h: Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 • Telephone 631 765-1802 Fax 631 765-9502 hqs://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT4 ,.,, I"'� � ��r. For Office Use Only ` PERMIT NO. Building Inspector: e APR 1 4 2021 Applicatigns and:forms must be filled out:in their,entirety Incomplete �'•- `:~ ':= ''a p'd ap;plicatiots will not be accepted J Where the AppUcant+snot the owner,,an, �'�•.'• - ;" '°- '' Owner's Authoraat+on form 1Page 2)shall be completed ` r r Date:4/12/21 OWNER(S)OF PROPERTY y UNIT f Name:HNF RESORTS INC. SCTM#1000-40.-3-5 Physical Address 690 QUEEN STREET, GREENPORT, NY 11944 Phone#:631-477-0022 Email:INFO qt MPGROUND COM__N _. Mailing Address:690 QUEEN STREET, GREENPORT, NY 19944 CONTAq PERSON Name:SEAN MAGNUSON Mailing Address:SAME AS ABOVE Phone#:631-953-3899 Email: DESIGN"PROFESSIONAL INFORMATION Name:CONDON ENGINEERING Mailing Address 1755 SIGSBEE RD.MATTITUCK, NY Phone# 631 298 1986 Email.CON DON ENG@OPTONLINE.NET CONTRACTOR INFORMATION:a t Name:SEE ATTACHED Mailing Address: Phone#: Email: DESCRIPTION OF`PROPOSED CONSTRUCTION j R P►6 r t ®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 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. II Check BOX A er Reading The owner/contractorJdesi�n prof�ss�onat is responsible for all drainage and storm water�issves provided!ty � e Chapter 236 of the Town Code APPL1CAr10N iS HERi 3Y YVIADE toihe Bt�ddin� epactment for the ssuance of Qi- a euking'Permlt pursuant to th e 4411d' ' 4one �Ora7nance of the Tpwra of Southold,Suffolk;County,i�tew Yo`k and ptheapplic8ble Laws;Ordinances oy Regulations,fot the cortstryction of i�ualdmgs, additions,aiferations or for temo�al or`demolitio gas Nerein�descnbed The a�plgcant agie to comply with;all applicable 1avUs„ortlinances,bu Idirg code housing cotla and regulations anJ to�adri►Et authprizer!►nspectoirs on pemses Arid m lsuild�n (s)for necessary inspections Pafse statements made herein are punishabCe as a Ciass A misden►eahbr pursuant to Sectipn`210 45 of the New YolfState Penal Law' N; YX j 3 t Application Submitted By( ame) ��l�c� �� @Authorized Agent []Owner Signature of Applicant Date CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF ) Qualified in Suffolk County Commission Expires April 14,2Pa being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing ontract)above named, (S)he is the �Z dzJ� (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 6VU\-(A 1�" day of 20� ` v" ' " 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 Southold Building Department for approval as described herein. r-,L 4/13/2021 wn 's Signat Date SEA MAG SON Print Owner's Name 2 c s BOARD MEMBERS riF so Southold Southold Town Hall Leslie Kanes Weisman,Chairperson. �� y� 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes CM Town Annex/First Floor, Robert Lehnert,Jr. � YQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento �iyCQU �� Southold,NY 11971 httpJ/southoldtownny.gov � �EVER" ZONING BOARD.OY APPEALS =3a TOWN OF SOUTHOLD AUG -2 Tel.(631)765=1809•Fax(631)765-9.064 5.2020 ( Souf id Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 20,2020 ZBA FILE No.:73 84SE. NAME OF APPLICANT: ENF 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 SEQRA review of the special exception .application and an_uttcoordinted review was conducted. It was determined that.;ttus is an Unlisted Aetion pursuant:to State Environmental Quality Review Act(SEQRA) 6.NYCRR,Part 6171 as rt does;ngt meet any of the thresholds of:a Type.1 Aciton;, m nor does it eet any of the criteria on the Type Ii list of actions and-that the Southold-Town Zoning Board of Appeals;pursuant to SEQRA,hereby made a determination of non stgniftcance 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, 2026 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`26,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1-000-4Q3-5 _a. Trailer campground by removing twenty(20)tent sites.and constructing t :epty:(20)seasonal cottage's,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# 100040-3-5 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 &. ingroutid 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 BQARD 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 1976 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 located or of permitted or legally established uses in adjacent use districts.No new uses are beingproposed 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.- -hat-the-use-will-be-in-harmony- t-h—and-promote-the-general-pur-poses-and-intentofthis------------------- 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. 1000-40-3-5 a 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. $. 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 theireto or produced thereby inay give.off obnoxious gases;odors,smoke or soot. R 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, limb 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. ---------M—W ethe- the-site-of-the-proposed-us€is-particularly-suitable-far-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. 1000-40-3v5.. 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 fords the following facts to be true and relevant and makes the following findings: 1. Town Law_4267401(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$267-0)(b M. The benefit sought by`the appiicant.cannot be achieved.by some method, feasible for the applicant to pursue., other than an,area variance. The proposed cabins are.504 sq.A. 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 4267-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 4267-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 42674(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 4267-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,HNF 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 Lehnem 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 applr.'cable 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 variance(s).granted herein as shown.on the architectural drawings, site plan andlor survey.cited above, .such as.alterations, extensions, or demolitions, .are not authorized under. this application when involving noneonformities.under the zoning code. This.action does not authorize'or condone any current or future.use,-setback or other feaiure.9 the'subject property that.may violafe.the Zoning Code, other than such.uses, setbacb and other fe-atures.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 acid void. The Board reserves the right to substitute.a similar design that is de m.inimis 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 Kaiies Weisma 'Chairperson Approved for filing /0?/2020 i . BOARD MEMBERS S jy� Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Eric Dantes C Office Location: �` •Robert Lehnert,Jr.. �O� Town Annex/First Floor, '� fly' 54375 Main Road(at Youngs Avenue) Nicholas Planamento C�(I�,� Southold;NY 11971 http://southoldtownny.gov :ZONING BOARD OF APPEALS .. _, TOWN OF SOUTHOLD j r' n,7 rl May 19, 2021 i ` jL TeL(631)765-1809•Fax(631)765-9064 j Eileen Wingate Quite Man Studio MAY 2. 0 2021 2805 We MiltRoad, Mattituck;NY 119 2 BL71;BING DEPM RE: Request for De.MrmmusDeteinffi—tton Appeal'No 73848-E,`TiNF Resorts;Inc: - 690'Queen S#reeh, CYreeriport _ SC TM No. 1.0:00-40-3-5 Dear Ms. Wingate; I am in recetpt of your correspondence, dated May. 11 2021, requesting,a"' den inii us determination iri'the:.:: . . above referenced L;ontng$aarcl of Appeitls special E�cception I�erinit'and Area''Variance decisien In your letter,you request a de minis"it approval for a Special Exception and Ar ance ea Vari ,:to construct 20. seasonal use cabins which exceed the rna ;mum;square feel in.area in accordance with,the To uvn Code,upon .: an-existing.campgrourtd, You explain that upon recommendation of the Tovtrn's:Planning Board,that.the revised site plan depicts: re location of the.cabins.in oriier to.preserve as many trees as possible;anti thaf the number of cabins have been reduced to 19 hurthernore,you stated that the cabin re locations meet.all - zoning requirements pursuant to.Chaper 253 of the Town Code: Based upon the information provided,'I have determined that your request is de minunus in nature because . the changes do not increase the degree of non-conformity,and the.decision continues to follow the general a 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 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. geslie y, ,C'�G�;a7-fi Weisman Chairperson cc: Michael Verity, Chief Building Inspector Heather Lanza, Planning Director t OFFICE LOCATION: v xy MAILING ADDRESS: Town Hall Annex 4"' `` }� dF..,S 1':O.Box 1179 1' 54375 State Route 25 Southold NY 1197I. keor.Main Rd. &Youngs Ave.} Southold,NY n Telephone: 631 765-1938 www.southoldtownny.gov r$���� / yp� ,.,, ✓ .fir. PLANNING BOARD OFFICE TOWN OF SCQUTHOLD.. ..'" J October 6, 2020 Ms. Eileen Wingate 280.5 Wbst Mill Road Mattituck,.:NY 11952:... Re: Site Plan Approval: Eastern Long Island Kampground 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 October 5, 2020: WHEREAS, this amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal 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, Greenport; and' WHEREAS, on December.-20,':2019'and January 9, 202.0, Eileen.Wingate, authorized 1 agent, submitted an Amended,Site�Plan:Applicotion for review;sand WHEREAS, on February 5, 2020 and February 7, 2020, Eileen Wingate, authorized 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 Aet (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 I Action, nor does it meet any of the criteria on the.Type .II list of actions; and WHEREAS, on February 12, 2020, the Planning Board, pursuant to.Southold Town.Code §280-131 C., distributed the application to the required agencies for their ooniments; and yv)www.con onengineen 0V 715' ' '` kY 7 : sP �; �E g,y fy ,:;i NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Vidkm Vh rya . i1r y. SUW-,@ Sta4yaraab}C.SO'drae Rp4'Stwv4fpOd'C,HY 41790 .. www.dec,ny.gov December 1:2, Eastern.Long.lsland Kampground. RE; Delineation of a portion of the wetlands adjacent to your property,:Eastern Long island KanWrounds(SCTL4# 9 0004Q-3-5) Dear Mr. Magnuson, The Depariment;ofEnvironmental Conservation implements�Ait�cle. 4 which is the Fresh Water Wetland.Act. Under Article 24,the Department:has jurisdiction over alt ' regulated freshwater wetlands and 10Q feet landward of those wetlands .Manyctivies vide Conducting.these achvitles vrtlout td�ef>t+of a fry th►s De�t is a . viola#ion of At 24 of'the ErlviroriMe. 'Conservefion Lava GECQ.and.15NY1CRk Part g53 (the regulations pro -under Arttele 244). ActlAtlss greatet than 100 feet from`N State regulated freshwater wetlands would not requlre an AM Id Y— 74 perm!#trorxiahts De�artrnent. :.:....... W Md o � for the-purposes of dermeation the we boundary for a proposed prgect t the southeast comer 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 investigated the wetlands to the east,south and west of the proposed project No other we#land orr or adjac15 ent # �fxY # + t�.atafdf� `ttia " -Wilt, _. .l y. Cormr. . To the.east of the project, stafffound the regulated freshwater wetlands.to.be greater than 200 feet from the property line. As such, staffdid'not bother to place any flags to demarcate the boundary. ^-^' 2f mr tonserur�f,�on TatRt souk;'stf: aca y eh jox a caataa : o tie: ,; 1 " S w was 3n: �S i iorx '� ' @etfiYB , 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 pocket-of wretland. Staff .lam 2 fta sat th&.po .ts where that small-.-. pocket es.: x t SWU `r jt d f a wefia :fofi : i 'I $eefiimt: e-.. - : p,.. ....:. .:.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. ' at 4. staff :. .. AgOn, activities--Ofs er than;100 feet from r-egulated:wetlands do not require. Article 24 permits from:this Deparnent:The wetlands come closest to the:project in ` . '.':_ the southwestern p U h of the protect and may come close to 100 feet from the . PPY. Iine You shou t rue ed ark„placed on a'site planrthe protecttto confrrn the distances astrrnated rn'the field, Forthe small s # att _ and therefore:aliy regulated actniity would 1e evert farther from the wetland Qn any site plan for:the project you should show a:Lirrllt of�tsar�ng, Grading and Ground 13isturbance line that�s a,work:l�ne,.r»that no.work of any kind would take place. . beyond that rte. [f t6 !fie to"l•flQ fee#or greater tram all of the wetland ftags�youmould: not need ancrticfe'24percnif:frrn this Department:: Sincere Dan Lewis i ogu�fDQ�- B I ING DEPARTMENT- Electrical Inspector DEC 1 1 2023 TOWN OF SOUTHOLD _ C9 Town I Annex- 54375 Main Road - PO Box 1179 co Southold, New York 11971-0959 ' u�I��M of.a Dsouthc�pa`�m TOM, llephone (631) 765-1802 - FAX (631) 765-9502 O l iamesh(&-southoldtownny.gov — seandca-)southoldtownrlm v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All-informationRequired) 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 XI I request an email copy of Certificate of Compliance Elec. Address.: '103 School St Lindenshurst NY 19757 JOB SITE INFORMATION (All Information Required) f 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: Block: Lot: - 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 0 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# 1 ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 0 1 2 H Frame Pole Work done on Service? M Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# q 7 � Addrest: HNF Resorts.LILLG Eastern Long Island.Kampground Swlkhts 64500 CR 48 f 690 Queen St Outlets Greenport, NY 11944 Tax Map ID: 1000-40-03-05 GWS 'Surface St6ftes .:.'HWs tot, i Uuts 0 Frid HW -0/0 PAOPA,ge �7 Panel Fans 0 mitiffr. 0 W/D 0 a Pump EkhaUst :Oven 0 !Sump 0 1eater IA- T Wih r smokes 2, DW 0 Generator 0 Salt Gen. Carbon a 'WOO I "GebDis Water Bond "Lights Heat INIpl$pzf� ..Puc'ks 0 -ERV 0 -HOT -JTUgISP A n I 'ifHot :..,DeH'um 6 -Transfer o V, Disc. Blower kt Mlnisplft� vcrizp� Combo 9 �.coo .01, p o I-q AC p AH 0 .:zH. o: cid 0 Blower 0 ........... Seance 0 Amps K"Have Used Sub OO:Amps )(.!Have Used t p1men s,qF . . . . .. .... .... . AUG 2 2 Town Of Southold s � < ocvm U2 PROPOSED 2"0 ATER MAIN 3 of-T-COVER l::•"': '; � PROPOSED 4"0 WATER MAIN — T — T #18 I pII jI O 0 �- - o :, r :: a, D �1�r t3 ,I t. - #1 03 INV — m I O K ::I'':-' t.; DECK > DECK 125 i.::: +.: `�s I x + DECK I \ r,ZZ U'.. %#16 .: ,,s ..::: MP. I DECK \ i Paz: > cars ru DECK x \ r0 PA1/ILLION .`GG/. . „a #`� DECK 14.AF ` I=•; ' N. / o: : • l pates y '.• 94 le IF b 0 \\ ) - 1 — ,o DECK0 lee as _ - / ,•::_\••;•_ \ \ /. •.'-:.:1:�...�•- / ,.� _ VILLAGE OF G-P SITE " I -r: GREENPORT :=�°.•..,\ ;K VACANT LAND .103 Ec - \ _ I II O..,w _ _ � � ���. // � \\ •.�..-: \\ � / /. �..aa+.mermm"e�rnyP.c nke.wfmnafneW.arrotamr4r�n" i -- \ q IaRN6rb i/.55o�o rn5.(amno .uu®eGnowmmaimuia.im:ma j O 0 \ \ \ / ea�.•uaa.aatr�es..aa.m.�ar+..�.",.,,.e."n.,e�o r i \ \ \ #9 edm+a®r ...aea«tat.ms�mmdmoam:ce� .namaa / x� \ �/ ROPOSEpggyVAT hL9 m \\ \� r low. 7N x - Scale: 1"=20'-0" Condon Engineering, P.C. NEastern Long Island . c+Wx uNK Drawn by:JJC .. 1755 Sigsbee Road Camp Grounds p Mattituck,New York 11952 v■ O p p Date:3-13-2021 (631)298-1986 Gee ree Queen Street S P � nprt,New York 13. RESORT RESIDENTIAL(RR)ZONE 14. THE SITE IS SERVICED BY THE GREENPORT SEWER DISTRICT,GREENPORT ELECTRIC AND SUFFOLK COUNTY WATER AUTHORITY. [�-Sutffolk Lines) MUST Be Inspected By The County Dept. Of HeaM Services, 852-5754, 48 Hours In Advance TO Schedule IngX tion(s). ENGINEER'S CERTIFICATION RE.QUIRI~p, SUBMIT P.E. OR R.A. CERTIFICATION FOR INSTALLATION AND C019STRUCTIO-N OF R, FOR FI#AL.APAROYAt.VISES © � �- RR � a 021 -APR 0 lmo 1 c 0 GO � ' � �, 4/2/2021 SCDHS COMMENTS q >, �,,. 3/15/2021.-.CaMIN REVISIONS o 16121/2020 SCDLiS COMMENTS 9128/202Q`T01 MN`COMMENTS. 712 B?Iz0?U'REV: LDGS 6/2212Q2Q SCAMS COMMENTS co %8/2020.SCDHS GOMMENTS a4. 1d a . 2 H COMMENTS. REVISIONS. C� V° � � a � � -� 144 aUin . cam ' OF N£iq,y c� EP C .O -HEALTH DEPARTMENT APPROVAL STAMP W 2 0192 /�V I S.C.T.M.: DIST. 1.000 SEC.40 BLK.03 LOT05 A��FfSSIO�P�' ndon Engineering, P.C. EASTERN LONG ISLAND i KAMPGROUND 1755 Sigsbee Road 690 QUEEN STREET Mattituck, New York 11952 GREENPORT, NY 11944 OF (631)298-1986 (631)298-2651 fax www.condonengineering.com OVERALL SANITARY PLAN I 1 I SUBJECT PREMISES KEY MAP SCE 1'=600' SHEET 1 OF 2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED "CORKS DATE 7/23/25+_ H,S, Ref. No, C-20-0055 The sewage disposal and water supply facilities at this location, have been inspected aced/or certified by this department or other agencies and found to be satisfactory )O A T HAN PAP. P E.,CHIEF OFFICE OF 1/t/ASTEWXFER MANAGEMENT COMcheck Software Version 4.1.5.1 � 'y Envelope Compliance Certific .Project Information Energy Code: 90.1 (2016)'Standard Project Title: Eastern Long-Island C6mpground-2 Bedroom Cabin Location : •: a Greenport .New York Climate one: Project Typev ; :;:- NewCohstruction Vertical.Giazing/Wall Area: Performance Sim...Specs:.. EriergyPlus ffA.'0 009(EPW USA_CT_Bridgeport-Sikorsky.Mem:AP.725040 TMY3.epw) Constnictjon.Site: Owner/Agent .:_ Designer/Contractor-.: _. ; . (9 'Queen Street Eastern Lpng Island Campground John-).Condon, P E Greenport,NY Condon'Engineenrig,PC 1755'Sigsbee Road -Mattituck,NY-11952 f 631-2984986" Building Area F[oor Area. 1-Motel.:Residential 499 :.Envelope 4ssemblies. ;Assembly Gross Area: Cavity Cont. Proposed BudgetU- or R-Value R-Valuie U Factor Fac#oFcet Perimeter Roof 1:Attia Roof with Wood Joists;[Bldgv.Use 1-Motel] 499 49.0 0.0 0:021 0.-021 Floor 1:Wood-Framed,[Bldg..Use'1 Motel] 499 30.0 0.01 0.033 0.0.3,3 NORTH Exterior Wall 3:Wood-Framed,16"M.&c:[Bldg.Use 1-Motel] , 144' 21:0 0.0 0.062 0.064 Window:6c Wood Frame:Operable,Perf.Specs.:Product ID CXW14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motdq(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 CW73, 5 - 0.260 0.31.0 SHGG-0-34,-VT OZ-i fB[dg.lose 1---Mot6lF(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 CX141 10 — — 0.260 .-0.310 SHGC 0.34,.VT 0.57,[Bldg.Use-I.-Motel](b) SOUTH . Exterior Wall 1:'Wood-Framed,16"o.c.,[Bldg.Use 1-Motel] 144 21.0 0.0 . 0.062 0.064 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-Motelj 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\ComChe4tks\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 �: 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 musbbe�certified.'in.accordance'with•NFRC and requires supporting.documentation. Envelope PASSES: Ddsignl% better than Pode '"' Envelope Compliance Statement, Coriipliance Statement. The proposed envelope design,represented;in t�iis,document is,consistent with the building plans, specifications,and other calculations sUGriiitte' '-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-.Ttle 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 N T CABIN #18 Fire Sprinkler Reports for 151 � a nEasternLonglslantl Cam pground �fA ,d axe y "~ r+ � � � �690 Queens Streeter x s F NE��j� Y U� 51684 51O�P�'�� APPROVED AS NOTED DATE:K�Z Y B.P.# / FEE O-!J _ BY k * �� 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 Firer Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering Cabin#18 y Mattituck; NY 11952 %,wfu:` Page 2 General Project Data°Report General Data Project Title: Cabin#18 Project File Name: Cabin 18..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: 1755 Sigsbee Road City And State: Mattituck, New York Phone: 631-298-1986 Building Name: Cabin#18 Building Owner: Contact at Building: Phone at Building: Address Of Building: 690 Queen Street City, State Zip Code: Greenport, New York Project Data, 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: 51.74 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 18.fiw Monday, February 5, 2024, 11:18 AM Fire-Fire Sprinkler Hydraulics Calculation Program' Elite Software Development,Inc. Condon Engineering !'` Cabin#18: Mattituck,NY 11952 r,:ru, Pa'e 3 Fire--Sprinkler Input. Data ..� '`'IV.,s� .. ''�.0 y�4' a' k k-'I Node I�nput,Data�. S �� iM. T.ti r� Yia . d. �u .�.4 4,.5�. �� `L k 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 I 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 18.61 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 16 No Discharge --- N/A 17.05 2.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 17 No Discharge --- N/A 23.06 2.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 18 No Discharge ---- N/A 26.77 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 18.fiw Monday, February 5, 2024, 11:18 AM Fire Fire Sprinkler Hydraulics Calculation Program . . Elite Software Development,Inc. Condon Engineering ,t t Cabin#18 Mattituck, NY'11952 ' f,, ;.t - Page 4 Fire Sprinkler.Input Data Node In°put Data'��(colnfi'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 29.65 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 30 No Discharge --- N/A 33.57 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 31 No Discharge ---- N/A 34.84 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 32 No Discharge ---- N/A 35.26 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 33 No Discharge ---- N/A 39.33 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 35 No Discharge -- N/A 39.71 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 36 No Discharge --- N/A 42.72 -4.00 0.00 -- 0.000 0.0 ---- 0.0 0.00 37 No Discharge ---- N/A 51.43 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 40 No Discharge ---- N/A 51.74 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 C:\...\Cabin 18.fiw Monday, February 5, 2024, 11:18 AM � Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering �� ` i3 Cabin#18 _Maftitubk,-NY.11952 _ /4"6. =Page 5 Fire Sprinkler Input Data y�� ,; ,.,,...3 6 :' f` # !� -iJs." PipelInp�ut DataAa�'Y Y y sA ? �, �wi1YYY r R a"Si.'3 x fis ; yt 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 I 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 ET 29.00 12.70 41.70 120 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 18.fiw Monday, February 5, 2024, 11:18 AM Fire=Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering 'i 4. Cabin#18 Mattituck,'NY 11952 Page 6 Fire Sprinkler Output Data F;ib: P' } ary;.-s,,,.,.rr,r,-- u ':'.^c4t :a ss ,y, w, f ..+. O� ,}d G( roupings Output Data 4 11.N ;..� ,,. 4. --.t'., e•� 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 0.00 15.32 0.00 0.00 7.49 2 8 0 0.00 15.32 0.00 0.00 7.49 0.00009 3 10 0 0.00 15.67 0.00 0.00 7.83 0.00010 4 10 0 0.00 15.51 0.00 0.00 7.67 0.00009 5 7 0 0.00 14.85 0.00 0.00 7.04 0.00006 6 7 0 0.00 14.82 0.00 0.00 7.00 0.00007 7 5 0 0.00 0.00 0.00 0.00 7.86 7 6 0 0.00 7 8 0 0.00 8 1 0 0.00 0.00 0.00 0.00 7.88 8 2 0 0.00 8 7 0 0.00 8 , 11 0. 0.00 10 3 0 0.00 0.00 0.00 0.00 8.24 10 4 0 0.00 10 11 0 0.00 11 8 0 0.00 0.00 0.00 0.00 8.38 11 10 0 0.00 11 12 0 0.00 12 11 0 0.00 0.00 0.00 0.00 9,24 12 13 0 0.00 13 12 0 0.00 0.00 0.00 0.00 17.21 13 15 0 0.00 15 13 0 0.00 0.00 0.00 0.00 18.61 15 16 0 0.00_ 16 15 0 0.00 0.00 0.00 0.00 17.05 16 17 0 0.00 17 16 0 0.00 0.00 0.00 0.00 23.06 17 18 0 0.00 18 17 0 0.00 0.00 0.00 0.00 26.77 18 20 0 0.00 20 18 0 0.00 0.00 0.00 0.00 29.65 20 30 0 0.00 C:\...\Cabin 18.fiw Monday, February 5, 2024, 11:18 AM Firer Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering ' 4t Cabin#18 Mattituck,NY 11052 _" Page 7 V Fire Sprinkler Output Data 1.00'red[Nod-e-Groupings Output Data, (cunt"'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 0.00 0.00 0.00 0.00 33.57 30 31 0 0.00 31 30 0 0.00 0.00 0.00 0.00 34.84 31 32 0 0.00 32 31 0 0.00 0.00 0.00 0.00 35.26 32 33 0 0.00 33 32 0 0.00 0.00 0.00 0.00 39.33 33 35 0 0.00 35 33 0 0.00 0.00 0.00 0.00 39.71 35 36 0 0.00 36 35 0 0.00 0.00 0.00 0.00 42.72 36 37 0 0.00 37 36 0 0.00 0.00 0.00 0.00 51.43 37 40 0 0.00 40 37 0 0.00 0.00 0.00 0.00 51.74 C:\...\Cabin 18.fiw Monday, February 5, 2024, 11:18 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering E �z Cabin#18 Mattituck, NY 11952 rJi1i`• Page 8 Fire Sprinkler.Output_Data Overall Pipe-Outij ut 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 0.00 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 0.00 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 0.00 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 0.00 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 0.00 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 0.00 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 29.00 1.400 15 0.00 -4.00 0.00 18.61 2.469 91.49 ET 12.70 0.000 SCHED 40 STEEL BLK 120 6.13 0 41.70 1.400 C:\...\Cabin 18.fiw Monday, February 5, 2024, 11:18 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. t �;,. Condon Engineering � 3 Cabin#18 Mattituck,NY 11952 Page 9 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) 15 0.00 -4.00 0.00 18.61 2.00 0.00 0.07976 6.00 1.037 16 0.00 2.00 0.00 17.05 , 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 17.05 91.54 Prev 17 6.00 psi 2.00 23.06 17 0.00 2.00 0.00 23.06 2.00 0.00 0.07976 7.00 1.117 18 0.00 -4.00 0.00 26.77 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 26.77 2.00 0,00 0.07976 29.00 2.879 20 0.00 -4.00 0.00 29.65 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 29.65 4.00 0.00 0.00310 1190.00 3.913 30 0.0.0 -4.00 0.00 33.57 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 33.57 4.00 0.00 0.00310 400.00 1.276 31 0.00 -4.00 0.00 34.84 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 34.84 4.00 0.00 0.00310 120.00 0.416 32 0.00 -4.00 0.00 35.26 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 35.26 3.00 0.00 0.01166 332.00 4.076 33 0.00 -4.00 0.00 39.33 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 39.33 4.00 0.00 0.00310 111.00 0.379 35 0.00 -4.00 0.00 39.71 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 39.71 91.54 Prev 36 3.00 psi -4.00 42.72 36 0.00 -4.00 0.00 42.72 2.00 0.00 0.07976 105.00 8.710 37 0.00 -4.00 0.00 51.43 2.067 91.49 2L 4.20 0.000 SCHED 40 STEEL BLK 120 8.75 0 109.20 8.710 C:\...\Cabin 18.fiw Monday, February 5, 2024, 11:18 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering 7 i ; Cabin#18 Mattituck, NY 11952 t r�ie..ti Page 10 ,Fire Sprinkler Dutput,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 51.43 6.00 0.00 0.00042 712.00 0.309 40 0.00 -4.00 0.00 51.74 6.065 91.49 T 21.40 0.000 SCHED 40 STEEL BLK 120 1,02 0 733.40 0.309 C:\...\Cabin 18.fiw Monday, February 5, 2024, 11:18 AM Fire-Fire Sprinkler Hydraulics Calculation Program _ Elite Software Development,Inc. Condon Engineering '` 43. Cabin#18. Mattituck, NY 1.1952 tip:.5. Page 11 Fire Sprinkler Output Data Overall Sprinkler Output Data 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 18.fiw Monday, February 5, 2024, 11:18 AM Fire Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering r ` Cabin#18 Mattituck,NY 11952 .4fifu.'. Page 12 4 Fire Sprinkler-Output Summary_ , , Hydraulically Most Demanding 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 0-0) 0.00 ft/sec Maximum Velocity Pressure( In Pipe 0-0) 0.00 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: 0.0001 gpm Actual Average Nodal Flow Imbalance: 0.0000 gpm Overall Network Summary Number Of Unique Pipe Sections: 24 Number Of Flowing Sprinklers: 6 t Pipe System Water Volume: 2440.97 gal Sprinkler Flow: 91.49 gpm Non-Sprinkler Flow: 0.00 gpm Minimum Required Residual Pressure At System Inflow 51.74 psi Node: Demand Flow At System Inflow Node: 91.49 gpm C:\...\Cabin 18.fiw Monday, February 5, 2024, 11:18 AM Fire-Fire Sprinkler Hydraulics Calculation Program- Elite Software Development,Inc. Condon Engineeringr �� Cabin#18 E — 9 Mattituck,NY 11952 - GW..`. Page 13 f Fire Sprinkler Output Data d KSa -..: �;,.i,+u Hyclraul�c�S:upply/DemandGara � & a, k 100 90 80 65 CO) 70 Q � 60 L � 52 N 50 L42 a 40 30 20 10 0 2 4 6 8 10 12 14 16 18 20 Flowrate(xl00) gpm Supply Curve Data Static Pressure: 66 psi Test Residual Pressure: 52 psi Test Flow Rate: 1503 gpm Demand Curve Data Calculated Residual Pressure: 51.74 psi Calculated Flow Rate: 91.49 gpm Excess Available Residual Pressure At Calculated Flow: 14.18 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 15.50 psi Q\...\Cabin 18.fiw Monday, February 5, 2024, 11:18 AM