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Home My WebLink About49735-Z �o�aoF SOU ryo`o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd courm. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46603 Date: 10/22/2025 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. 49735 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 #3 in existing campground as applied for per ZBA#7384 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: 49735 09/09/2025 PLUMBERS CERTIFICATION: Jorge Naranjo 04/2025 A thori d S gn ture o�oSUFFo TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT y z 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#: 49735 Date: 9/20/2023 Permission-is hereby granted to: HNF Resorts LI LLC PO BOX 89 Greenport, NY 11944 To: (cabin #3) legalize "as built" seasonal cabin in existing campground as applied for per ZBA, Planning & SCHD approvals. Replaces BP 46349. 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 �SUFFot��o TOWN OF SOUTHOLD BUILDING DEPARTMENT H x 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#: 46349 Date: 6/4/2021 Permission is hereby granted to: HNF Resorts LI LLC 690 Queen St Greenport, NY 11944 To: (cabin #3) 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 12/4/2022.. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $975.20 CO-COMMERCIAL $50.0.0 Total: $1,025.20 Building nspector ,t,pF SO(/T�QI Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q01 On Utio 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#: 49735 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 176 Basement r' Service 17 Solar F Outdoor I✓ 1st Floor r Pool F Spa 1- Renovation F 2nd Floor Hot Tub F Generator r Survey I— Attic Garage Battery Storage (— INVENTORY Service 1 ph F Heat Duplec'Recpt 32 Ceiling Fixtures 5 Bath Exhaust Fan 1 Service 3 ph F Hot Water Gas GFCI Recpt 2 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 :J Other Equipment: Fridge, 100A Panel Notes: Cabin 3 Inspector Signature: X r Date: September 9, 2025 Sean Devlin Electrical Inspector sean.devlin(c-town.southold.ny.us 64500CR48Cabin3 FkAr Town Hall Annex Tele hone. 631 -165-1802 h; p ) 54375 Main Road P.-,O.Box, 1179 Southold;NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD L:3 CERTIFICATION APR 4 2025 Date: 0L/-QLJ- Building Permit No, Owner: 14 NF (Please print) Plumber (Please print) I certify that the solder used in the water supply system contains /10 of 1%lead. �j (Plumbers:. gnatere) Sworn to before me this 7 =1n ZO TORkES y TATE OF NEW YORK day:of 20 Z J o.01T06231053 UFFOLK County_.xpires 11/22/2026 ; Notary Public,; OCounty 1 SOUIyOIo # TOWN OF SOUTHOLD BUILDING DEPT." 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ 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 S INSPECTOR ho��OF SOUTyO� q L 7✓✓ &Ily # # TOWN OF SOUTHOLD BUILDING DEPT. °��ouN►v,��''� 631-765-1802 (2" 1 n 3 INSPECTION [ ] FOUNDATION 1 ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION, [ ] ELECTRICAL (ROUGH) rk Io ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR souryO� * # TOWN OF SOUTHOLD BUILDING DEPT. "coutm, 631-765-1802 . qjj-(q INSPECTIO,N - 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- ty-iA` P d DATE INSPECTOR J 50U111 # # TOWN OF SOUTHOLD BUILDING DEPT. e 631-765-1802 INSPECTION [ ] 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 8` [ ] RENTAL REMARKS: _ la Y of Z�fiA cd r r AA G� INSPECTOR qix I�� ho�apF 50Ulyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycouo, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG: [ ] 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 REMARKS: 91AE.- /;c\bt ill ' DATE INSPECTOR OF SO�T��lo # TOWN OF SOUTHOLD BUILDING DEPT. � cou 63.1-765-1802 INSPECTION . [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PI 13G. [ ] 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 l REMARKS: l kv� r R)Lno badT7 wimtoo" �� TE INSPECTOR SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. ca��m� 631-765-1802 Q t✓ INSPECTION FOUNDATION 1 ST/ 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: 4�A two DATE dY 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 E UU E U 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 Ca Ground Cottage Footings-690 Queen Street, Greenport. Permit#s 46347, 46348, 46349 6350,46351 46353, 46354, 46355, 46356, 46457,46358, 46359,46360, 46361, 4636 , 6363, 46364, 46365, 46366, 46367 Dear Mr. Verity: I inspected the sono tubes footings on the property-for the proposed cottagers and found them --- to-be=installed-in-accordance-.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. � o n '516.84 AROfESS10N� Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2661 condonengineeri ng.com V November 25, 2021 V� Mr. Mike Verity �p 2 CIA Chief Building Inspector ®��0� '%a Southold Town Building Department ��, 53095 Route 25 P.O. Box 1179 Ro 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 NEW? `�'�® 051684 �� u� �� "� �� a � D 07 � ~� -[ ~� ��/ ��1 a��/ L� ��/ ��1 U� �� U� U YY k� � �� | U � ^ 8p� � U A APR Condon Engineering, P C New York State Licensed Professional Engineers 1755 Sigs6meRomd 631-298- 986 Mmttituob, New York 11952 FoxG31'398-2G51 coudonenQinanhnQ.nom J April 5. 2O24 Mr. Mike Verity Chief Building Inspector Southold Town Building Department ' 53OS5 Route 25 P.Q. Box1178 Southold, New York 11S71 F|o: Eastern Long |e|ond Camp Ground Cottage Footings-GSO Queen 8tnaat. Gneenport Dear Mr. Verity: | inspected the plumbing and insulation in cottages#2,#3,#lO,#13 and#17.The piping was found to be installed as shown on the plans and to have no leakage.The installation was found tobe installed as shown on the plans. To the best of my knowledge the plumbing and insulation were installed in accordance with building code standards. |f you have any questions, please call mnmat@31`2Q8'1S8G. Yours truly, 051 OF Nk' Thomas P. Walsh, Architect, P.C. 700 Veterans Memorial Highway, Suite CL-140 Hauppauge, NY 11788 Phone: 631-348-4500 Fax; 631-348-4509 Date:1019124 Town of Southold-Fire Marshal Town Hall Annex 54375 Main Road, P.O. Box 1179, Southold, NY 11971 '1 O''. Subject: Eastern Long Island Camp Ground, 690 Queen St,Greenport, NY 11944 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 hove 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 Th i as P. Congo LIC# 019767 E C E � U E In Condon Engineering, P.C. 11 2025 New York State Licensed Professional Engineers 1755 Sigsbee Road , WMAI Partment Mattituck, New York 11952 Fax 6*,-M§ ¢%4�uthold condonengineering.com February 12, 2025 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 11.79 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#1,#4, #5,#6,#7,#8,#9,#11,#12,#14,#15,#16,#18 and#19 were found to be installed as shown on the plans Wattages#�2#3;#j1� #33�and#1 wereinspe---cted?tn��prrl 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, OV-OF C�� J, Co�60 on, P.E. rn j... 'i `�FSSo P�-�" b 4 / North Fork Cottages&RV Resort Job Name: Installing Company: Boss Systems XR150/XR550 SERIES STANDBY BATTERY POWER CALCULATIONS ;,, Standb Current A�hn Cwren; Qty' mA Tom mA I =Qty, ,, ;,mA ".Top XR150/XR550 Series Control Panel 1 X 174 = 174 1 X 217 = 217 Relay Otitputs;9-2(ON) ;,. '1>: „ 0'i' X; 30:', = ;0 Switching Grounds 3-6(ON) 0 X 5 0 0 X 5 0 Active Zones l=8 `. 4` X. 16 6A 1 X 2.•,. = 2 Active Zones 9-10 0 X 4 - 0 0 X 30 = 0 2-Wire Smokes,'.' 0' X 0.: X O1 0 Panel Bell Output(1500 mA max) 0 Aux power devices;on Terneinals•7and 11'(Otfier than keypads and I X Bus modules) ,.,0`.1, _, ,X' 0, y,0 >±X 0` 0 2W-BLX,2WT-BLX Smoke Detectors 0 X 15 = 0 0 X 35` 0 263LTE Cellular Comrt+unicator-:..,^ _ " : ', :1 X': '20.` 20'" -1 X Z0_ _ 20: 263LTE-FN Cellular Communicator 0 X 6 - 0 0 X 7 = 0 27T 0 Bu)2er,Module-'• „ r...'` 0 X 5 = 0 = : 0 X 5 - 630F Remote Fire Command Center 0 X 63 - 0 0 X 92 = 0 7830f Fiie Command keypad'1 0 ,X" 84 - "D p X ': 108 _ 0 708 Bus Extender 0 X 10 - 0 0 X 10 = 0 710 Bus Splitter/Repeater Module 0 X - = 32 0 p X 32: _ U 711 Zone Expansion Module 0 X 11 = 0 0 X 11 = 0 Ace Zone(EOL Installed) .' c^` :,i 0 X :'_1.6 0- 0, tiv X 2 = 0 7115 Zone Expansion Module 0 X 4.2 = 0 0 X 4.7 = 0 712-8'Zone ExpansiodModule - 0. X:: 17:' - 0 •"0 X 17 ' = 0 Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0 714 Z6he Expension'Module , - �" -- -- _ Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0 71418,714,16 Zone Expansion Module - - - - 0 = �.X.. '; 20`;` 0 - A X - 20. _ 0 Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0 715 Zone Expansiori'Module •- " ' _ - _0 Active Zones(EOL Installed) 0 X 4 - 0 0 X 30 = 0 .'2-Wire Smokes _-.. -:. 0 X-: 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`_'` = 0 0 X -,30..., .. = 0 2-Wire Smokes 0 X 0.1 - 0 0 X 0.1 = 0 716 Output Expansion ,0 X:.; 13' _ 0 0 X• `.13 0 Active Form C Relays 0 X - 0 0 X 12 = 0 717GraphicArmunciator-Module 0 '° ";X: 10 0: 2 0' X. '10 = 0 Annunciator Outputs 0 X - 0 0 X 1 = 0 734:Wiegand Interface Module.'-.-. 0 `., X'a 40;' =t:. 0, 0 `;' X .. ..,,: = 0• Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0 :Annunciator(ON):S 0 0; X 20 = 0 Proximity Reader 0 X 200 - 0 0 X 200 = 0 736P POPR Interface Module.. 25,` =i` 0.: 0.::. C X. 25 0. _ ,.. . Radionics Popex,Octopopit,Popits 0 X = 0 0 X = 0 736V V-Flex Module 0 -X-',,' 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 I_ = 0 A - . All four relays active 0 X 138 = 0 0 X 138 = 0 866StyIg Y,nr Z Notifcaton Motlute:' _ 0 ;. ..X, 26=: - .0 0 rX. a. 85, 0; 866 Style W Notification Module 0 X 45 0 0 X 76 0 867 LX Bri's Style W NoEiflcatlon'Modufe v:'`. ., t) X-i;^ lP 30., t 0 `'. t ; :0 Ti 869 Dual Style D Initiating Module 0 X 25 0 0 X 75 0 893A-D'uaPPfianeLirieModule 12 °a „3'.!. ��.t . 0 z�:z,t. 0 _. s 1100X Wireless Receiver 0 X 25 - 0 0 X 35 0 1,100XH Wireless H)gh',Power Rece ver 0,', X 7_ 75` ;,0, ti `0, ;rX$ s :da102, Uc i„a+,0 7060/7160 Thinline/7060A Aqualite Keypad 0 X 72 0 KO X 87 0 7063/7161;lYiintine/7063A Aguat{fe Keypad �`_� b'r� 0, X b. Bs f 0 b a,:007070/7170 Thinline/7070A Aqualite Keypad 0 X 72 0 X 87 0 al 7073/7173 Thinline/7073A Aqualite Keypad 0 X 85 0 X 1000Active Zone 0z, 07872 Graphic Touchscreen Keypad 0 X 145 0 X 215 0 L Adn a Zones'(EOUttstalled) `• s Q,=. , ,X o; 16„` 0.., 0 'X.. 2 , 0,<y 7873 Graphic Touchscreen Keypad 0 X 143 = 0 0 X 243 = 0 a. a A'drve zones(EOL lnstalled)„ t 0' X, _ 1:6- - 8860 Graphic Touchscreen Keypad 0 X 300 = 0 0 X 350 = 0 "A,44 Powered Devices 4. X Aux.Powered Devices 0 X - 0 0 X = 0 sv /�ux:.P,bwereiJ De+nces,,,. �� ::�• -_�''a :„� ,.. ...,��._ .,`U ' <:�k O:i:� },i�. �� a.. 0 7 `� .0 �:X,, � 0:X Aux.Powered Devices 0 X - 0 0 X = 0 Aux Powered Oewces o ti _ X o Aux.Powered Devices 0 X - 0 0 X = 0 0 ... - _ . D' 'AuX P-ovrerede><Ices ` .`X Aux.Powered Devices 0 X = 0 0 X = 0 Aux Powered Devices t �� "0' X ; 3 0 X 0 •Based on 10%active zones in alarm `Total Standby mA .•ZOOA €x;Total AlarmmQ a:«�4 _'.�,..:e�,539, Required Minimum Alarm Time in minutes.`-z 5 Minutes X Total Alarm mA 539 = Total Required Alarm Current 44.917 mAh Total Standby mA 2004 mA Y i as Number.of standtryhou+s needed A Total number of standby mA hours = 4810 mAh Ty" Tota(:re4wredalarmcurrent(rounded) Total number of mA hours = 4855 mAh Contl_ngencyfactar°'^ µ Total number of mAh = 5826 mAh k a~ Converi7mAh 4, R r - Battery 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. xaM xssco vase 2 or: OFFICE LOCATION: 0 SQ(fry MAILING ADDRESS: Town Hall Annex �� P.O. Box 1179 54375 State Route 25 ~ Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephoner 631 765-1938 Southold,NY wwwsoutholdtownny.gov 41101 October 22, 2025 PLANNING BOARD OFFICE TOWN OF SOUTHOLD 0 CT 2 2025 Li Ms. Patricia C. Moore, Esq. 's 51020 Main Road Southold, NY 11971 Re: Approved Amended Site Plan for Eastern Long Island Kampground dabins 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, -Byl ojr\ C Ym%noLs Brian A. Cummings � Senior Planner �- cc: Michael Verity, Chief Building Inspector Sean Magnuson, Owner fu D INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) W y -------------------------------- FOUNDATION (2ND) . f+ r z � o 0 ROUGH FRAMING& PLUMBING , n r INSULATION PER N.Y. STATE ENERGY CODE n FINAL W ADDITIONAL COMMENTS d z� t2, a 23 �cr,� aD � ,et SIPFCl.12 rec-4 D la/86 &X Gk � z Ll • S • 2 -E- --%--M LA - r? 161« E,\ km h 2 S Cc l�fr�n er4 eec W- �ti Ct e (� _ - C � z x gx d f ��1)FFQL TOWN OF SOUTHOLD—BUILDING DEPARTMENT oyz Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 pool �� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownn�gov Date Received APPLICATION FOR BUILDING PERMIT or Office Use Only ��. -�% u 4/`' -%�--`'-� "f��• � ` ,}�� } . } ' PERMIT NO. Building Inspector: APR 14 2021i App Ication's and forms must behfilled out>n their entirety.Incomplete _ appl►cationswill not be accepted Where the Applicant is'not the<owner,_an Y"",'�'' Owner's Authorization form(Page 21 shall be completed ^�� . Date:4/12/21 _ , R � Y t Name:HNF RESORTS INC. SCTM #1000-40.-3-5 Physical Address:690 QUEEN STREET, GREENPORT,_NY 11944Y Phone#:631-477-0022 F'71ail:j_NEO(@-ELIKAMPGROUND.COM Mailing Address:690.QUEEN STREET,_GREENvPORT, NY 19944 CONTACT PERSON ti Name:SEAN MAGNUSON - Mailing Address:SAME AS ABOVE Phone#:631-953-3899 Email: DESIGN PROFESSIONAQN%FORMATION Name:CONDON ENGINEERING Mailing Address:1755 SIGSBEE RD.MATTITUCK NY Phone# 631-298 1986 Email CONDO NENG@O PTO NLINE.NET Name:SEE ATTACHED Mailing Address: Phone# Email DESCRIPTION OF PROPOSED CONSTRUCTION I�IF� PRQ10,1_CABIN E ANew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: [--]other $ Will the lot be re-graded? ®Yes ONO Will excess fill be removed from premises? Dyes ®No 1 r PROPERTY INFORMATION 'r Existing use pr of operty Intended rtO . ,...,.. TOURIST CAMP Intendd use o propey:TU RIST CAMP .._....�.M__ ...rv:...w, .. _..x...__...., .....�.�.a m��..,. rr......,..�n..�_ _. :.,a.a_..,..,_._._..�.__...._., 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. ❑CheCh_BOX After Reading The owner[contracto?/design professional is responsible for all drainage and storm water issues_as provided by Chapter 236 of the Town Code APPLICATION IS HEREBY MADE to the Budding bepartmeit for the issuance of a Building Permif pursuanfto the Builtlmg Zone i)rdlnance ofthe Town;of Southoid,Suffolk,County;New York and other applicable Caws,Ordinances or Regulations,for the construction of buildings, at�dlttons,alterations o'r for remouai or tlemolibon`as heremydescrlbed{The apptfcant agrees`to comply with all applicable laws,ordinances,budding code; `, housing code and regulations and to adm'It authorized inspectors on premises and in buddmg(s)fornecessary inspections False"statements made mare-,, pun�shable•as a Class A:misdemeanor pursuant td Section 210 45 of the New York State Penal Caw�� 3= ; ' Application Submitted By(print name): Gl �) �/� BAuthorized Agent ❑Owner Signature of Applicant: Date: _�.......a...._ K__,._r_... ,CONNIE,D.,BUNCH:__ .... otary Public,State of New York STATE OF NEW YORK) No.01BU6185050 Qualified in Suffolk County SS: Commission Expires April 14,2v COUNTY OF ) GA. being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing con act) above named, (S)he is the A4/ (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 day of ��`�-e ,201�) Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I� SEAN MAGNUSON residing at 825 QUEEN STREET, GREENPORT, NY EILEEN WINGATE, QUIET MAN STUDIO do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. 4/13/2021 ner's Sig t re Date S O MAGNUSON Print Owner's Name 2 BOARD MEMBERS Of SUUr Southold Town Hall Leslie Kanes Weisman,Chairperson. �� y�! 53095 Main Road•P.O.Box 1179 h O Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes .G Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento IiYCQU �N . Southold,NY 11971 httpJ/soufholdtownny.gov EC E I%VY ZONING BOARD-OF APPEALS TOWN OF SOUTHOLD . Tel.(631)765;1809•Fax(631)765-9064 A U .2 5.2/U2�Q C.G. Souf ld Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 200 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, SEQRA DETERMINATION: The Southold Town Zoning Board of Appeals declared Lead Agency status for the SEQRA.review of the special exception .application and an uncoordinated review was conducted. It was determined that.1his is an Unlisted Action pursuant to. State Environmental Quality. Review Act(SEQRA)6 NYCRR,Fai t 61.7; 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.0 list of actions andthat the Southold Town Zoning Board of Appeals,pursuant to SEQRA,hereby made a determination of non sign ificanee.for the proposed action . and grants a Negative Declaration. SUFFOLK.COUNTY ADMINISTRATIVE CODE: This application,was referred-as required under the Suffolk County Admini strative 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 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 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# 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 withb tit 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 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 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, fhe 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—That the-use-will--be--in-harmony-with-and-promote-the-gener-al-purposes-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. 1000-40-3-5 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. 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. L 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:Whether-the-site-of-the-pr-oposed-use-is-par-titular-ly su-itable-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. 1000-40-3-5 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 4267-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 4267-b(3 % 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 V67-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 §267-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 5267-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 §267-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. z 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 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 arty 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 mods, suspend or revoke such approval or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article AX, 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 fled 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 f Approved for ling `10?12120 BOARD MEMBERS S j Southold Town Hall Leslie Kanes Weisman,Chairperson �� !� 53095 Main Road •P.O.Box 1179 Patricia Acamporaic Southold,NY 11971-0959 Eric Dantes Office Location: �` •Robert Lehnert,Jr. �O Town Annex/First Floor, . '� �l,Y' 54375 Main Road(at Youngs Avenue) Nicholas Planamento COU(�,� Southold,IVY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD n May 19, 2021 `� cad � \ ! ` Tel.(631)765-1809•Fax(631)765-9064 L" t ' ! Eileen Wingate Quite Man Studio MAY 2. 0 2021 280.5 West Mill.Road . Matt tuck;NY 11952 €TG DEPTe TWv RE: Request for De.1Vltnimus Determination , Appeal`No 7384SE,HNF Resorts;Inc: $9O:Queeft Street, (Creeriport > SCTM No. 1.0:0040-3-5 Dear M.S. Wingate; I am m receipt of your correspondence,dated May-jj, 2021, requesting a de minirnw determtriation in the. above referenced Zonang$oard of Appeals ,Special Exception Fermit'and Area Vartancu decision: ` .In your letter, you request a de mXimus approval for a Special Exception aiid Area Variarice..to construct 20. . seasonal use cabins which exceed he tnaitnum square feet in area iri accordance with.the Town Code,upon.,: an-existing:campground. You'explagi that upon recommendation ofthe Town's Planning Board, that.the revised site plan depicts_are location of the cabtns m order.to preserve as many trees as possible.; and that the number of cabins have Been reduced to 19. Furthermore,you stated that the cab7nre.locations meet.all - zoning requirements.pursuaht,:to Chapter 253 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 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 Deparirrientand the Planning Department. SPeslie y, Weisman Chairperson cc: Michael Verity, Chief Building Inspector Heather Lanza, Planning Director (j ; �J 5 jd y OFFICE Y.00ATIUN: I13AI, � LING ADDRESS: Town Hall Annex �,��;� :, 'P.6.Box 1179 54375 State Route 25 Southold, NY 11971. (cor.Main Rd. 8i Youngs Ave.), tWNr� r Southold NY -• "� Telephone:631 765-1938 Www:soulholdtownny.gov fi. PLANNING]BOARD OFFICE TOVVN.OF SOUTHOLD.. Y October 6, 2020 i Ms. Eileen Wingate 2805 West Mill Road Mattituck, NY 11952' Re: Site Plan Approval: Eastern Long Island Kampground Cabins 64500;CR 48, Gree'nport SCTM#1000-40.-3-5 j Dear Ms. Wingate: The following resolutions were adopted at-.a meeting of the Southold Town Planning.Board on October 5, 2'020: 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, 2020, Eileen Wingate, authorized I agent, submitted an,Amended,SiterPlan•Application.for review;.and 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 I , 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 I Action, nor does it meet any of the criteria on the..Type'll 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 comments; and www.con Val onen Ineen f/ � I / q •.' GAS- f. ( ! ,�$� �,,^�w�t`'�5 '��`�°c�aat .- - .4'S4i s'y' l�"�"F sXv7 �#:��x�y;'`.�•rr,.'1" r�av4y,Sy ;it " y LF X,X; S� i . �i NEW!YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'aYu3s7ex,� hri`�i1�= �ofi�oaryitlj�'Fton- - .. . ",'=(63ft): 31T-.=(6344&44 7a www.dec,ny.gov Dccernber 1.2r 201 g Eastern.Long.Island Kampground. Sealni f! ae ,. 'PG ... . Greenpoft. NY_11 g44 RE; Delineation of a portion of the wetlands adjacent to your property,.Eastern Long Island Xampgrounds(SCTM# 1000-40-3-5) Dear Mr. Magnuson, The la!epartrn®nt,pfEflVironmental Donservabon implementSArticle.,24, which is the.': Fresh Water Wetland.Act. Under Article 24,*the Department:has.11uHWfction over a!F:. regulatted fmshwatper wetlands and 100 feet..landward of those wetlands Many�{ktivnies:.. , 1AltIf!`i�to j t@Il ' im � aCondutg tiatese ai y this Department ss a violation of Article.24 of the Environmental conservation .Law(EC Lj:;and.61N1YCRR.Part �C the.regulations.promulgated:under Article:24) Acts itles greater thtin 100 feet from NY,Stata regulated freshwater Wetlands would not require an Article x4 pennit from,this.Deeparfmant: . . ....... .. :::.... Y.. n vebr 15,20* `itf:frr a ri ''�ofi: csst :#rkealtfa'vtit ti= rop� :; for the purposes of delirmation the wetland.boundary for a'proposed project in the southeast comer of-the property.The management of the f icility 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 protect htoyoufi teyrywetla�n[d o or, adtacezr�t '�j W. d r!a t fit "W 1 _. corner: To the.east of'the protect, stafffound 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. ri�,�rvra�x ` r€rateaatgf anutur :, ias+mvuw: �tix�rltRroi;4At Conwrvaftn j Tr an a 5 rn o x� a zfastar�r o tYe. 'more#t et a rt I t= OW,the 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 wetland. Staff placed::2,.flaga at#trs points where that srnaiY. . pocket res.:cCese t Aga s� i'ra wetlan : o t�'t :p�r anfC °f d.wa t 1re' e 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 .e :. x a at a t Again;actwities-greater than 100:feet from regulated:wWands do not require Article 24 permits from this Department. The.wetlands come closest#o the project an the southwestern portion of the project and may .come close..to 100 feet from the line Yau$Mould have all of the wetland flags surveyed and jatac :a site P ..Rem.' plan for the prefect to corifirrp the distances estimated tn:the field Forthe malt 6. Or PP" 10 and theefore:any reguEated activi�y:would tie even farther from the wetland. Qn any s%te plan for the project°you should::shnw a.Limit of Cioarmg, Grading and Ground : Disturbance line. That is a work bee,.-in that no work of an k[nd would take place . v beyond.that Gaye. If t6�at lire is'lQQ fee#or groaner from al4 of thewetland tlaigs you w GUld not steed an Article 24 permit fr'mlhis D epartrrier t. Sincereiv Dan Lewis ILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ® Town Hall Annex - 54375 Main Road - PO Box 1179 h �q Southold, New York 1 1 971-0959 �� ;ryv, -�;';,.•;;...,: Telephone (631) 765-1802 - FAX (631) 765-9502 y�®� ��,'.l••i li;:v'6i C�'t a..it L....:....ivXt lameshna southoldtownny gov seand(absoutholdtownny.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 El 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 l 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 Square Footage: 20 Sub panels 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 0Flood Reconnect Oservice Reconnect Ounderground QOverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION L`11�`�l{ I PERMIT o Address' Switches Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D 1 smokes DW Min; -arbon Micro Generator -ombo Cooktop Transfer AH Hood Service Amps Have Usec ,pedal :on,ments PERMIT# 7 Address: HNF Resorts LI LLC Eastern Long Island Kampground Switches q 64500 CR 48/690 Queen St Greenport, NY 11944 :outlets 3� Tax Map ID: 1000-40-03-05 .CFI's C . .,Surface Sconces HH's p UC Lts p Fridge HW I~a10 p^_AQL. Pans C> Mini-Fr. d W/D 0 Panel :Pump Exhaust I Oven ® -Sump C2 :-Heater A f- Trnsfmr Smokes ' DW C? Generator ; Salt-Gen• Carbon : IVl�cro ' GrbDis 0 Water and Lights Heat dio- 4r— -?Pucks 0 ERV 0 tiOTNTUB%SPA Inst'Hot L9 D.eHum 0 Transfer Disc Combo 'Cooktop 0 M nisplit J - reepr Blower / AC Q AH 0 Hood 0 Blower 0 Service 6o :Amps X' ...Have Used Sub j00 Amps .ICE.Have Used Comments _ x A - AUG 2 2 COMcheck Software Version 4.1.5.1 Envelope Compliance Certific ,Project Information Energy Code: 90.1 (2016)`Standard Project Title: Eastern Long island Campground-2 Bedroom Cabin kocation Greenport New Yolk Climate Zone: 4•a Project Type: . New Construction Vertical Glazing/Wall Area: 10%„;. Performance Sim.Specs: EnergyPlus 8 1.0 009(EPW: USA_CT Bridgeport-Sikorsky.Mem:AP.725040 TMY3.epw) Construction Site: Owner/Agent . Designer/Contractor. 4 pg John J.C b90 Queen Street Eastern Lpn Island Cam ` round ondon, P E Greenport,NY Condon Engineetind,PC 1755 Sigsbee Road Mattituck,NY 11952 631 298-1986 Building Area Floor Area. 1-Motel.: Residential 499 • Envelope:Assemblies Assembly Gross..Area Cavity Confi. Proposed . :Budget U- or R-Value R-Value - U-Factor Factories Perimeter Roof 1:Attic Roof with Wood Joists;{Bldg::Use 1-Motel] 499 . 49.0 0.0 0.621 0:021 Floor 1:Wood-Framed,[Bldg._Use 1=Motel] 499 30.0 0.0 0.033 0.0.$3 NORTH Exterior Wall 3:Wood-Framed,16".o.c..[Bldg.Use 1-Mote(] 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 T-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 SHGC 0.34,VT-0:57i[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 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-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(.) i 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 must,be certified in accordance•with-NFRC and requires supporting documentation. .Enve1dpe'PASSES:De's1gn1%better than code Envelope Compliance Statement r Comp/lance Statement: The proposed envelope design;represented,.in this.document is.consistent with the building plans, spec)fican.s,and other calculations s6bite mith this permit appl)cation:The proposed envelope systems have been fio designed to meet the 96.1 (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 ` 1 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 txV in J 2 PROPOSED 2"fd ATER MAIN u oE'T1 �O R ser+t,ow N PROPOSED 4"0 WATER MAIN L..:..<: O A i r_r a is I �''.I 't:'.. ��' #1 y o � � rn. n; INV 120 /kite (`. .i. L� C - { In f77 I \ ECK X:.:I'`:: 'i.: DECK �3 D ON uJ W -- ————— Tmi �; v I DECK126 ........ IL cn pup izs .z; DECK #16 I C3p ''s 4.•.. f / DECKES I fvlP: / AMP srre!u Eck < 1 z0 `y -} t, — DECK lye \\\CIO- 1 7. Ow OW V. rcor I Y _ r s 1. —. /, DECK VILLAGE OF Z. SffE -�': GREENPORT #$ LAND r0 /oa, / J(�)\ ROPpSEWAT \ ` #9 n mmm b�9E.9 v.eAc..eeatry x'" 4 g c - -...\ . J aL91N \ �` o N Scale: ,-=20-0" Condon Engineering, P.C. Eastern Lon Islan ! 4Wn,uNK _� Drawn by:JJC 1755 Sigsbee Road Camp Grounds S P-1 • �O O Date:3-13-2021 Mattit(s 1I 29988.19 611952 690 Queen Street 00 O 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_ t Line(S) -M ST Be Inspected By Thek County Dept. Of Health Services.852-5754, 48 Hours In Advance A Tu Schedule Inspec hon(>s�. ENGINEER'S CERTIFICATION REQUIRE,). SUBMIT P.E.QR R.A. CERTIFICATION FOR INSTALLATION AND CONSTRUCTION FOR FINAL APP nect � ROVAt. q a •� '�79 864 `41 d APR 0.2 2021 '� 9 V4/ 202T SCDHS COMMENTS . oars /2021-CABIN REVISIONS'b 1/2020-SCDHS COMfNENjbo Q 8/2020 TOWN`C.OMMENI'S. REV.BLDGS: c Z v w , p A 6/2212On 8CDHS'COMMENTS 618/2020 SCDHS:COMMENTS y . a M M . 5%26/2U20.SCDHS. MEN COMTS C� a REVISIONS. Cd Elf'y � o HEALTH DEPARTMENT APPROVAL STAMP * '� r— W 0192 S.C.T.M.: DIST. 1000 SEC.40 BLK. 03 LOT.05 SIONP�"� I� 1 radon Engineering, P.C. EASTERN LONG ISLAND 1755 Sigsbee Road KAMPGROUND Mattituck, New York 11952 690 QUEEN STREET OF (631)298-1986 (631)298-2651 fax GREENPORT, NY 11944 www.condonengineering.com" OVERALL SANITARY PLAN4 Qr SUBJECT PREMISES KEY MAP SCALE 1'=600n SHEET 1 OF 2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS DATE 7/23/25 _ H.S. Ref. No. C-20-0055 The sewage disposal and vrater supply facilities —�" at this location have been inspected ar►dfor oertified by this department or other agences and found to be sattsfactory ~M 709111i,�N-Pj PE.,GHIEF OFFICE OF WASTEWATER MANAGEMENT •Ec CABIN #3 Fire Sprinkler Reports for _�W Eastern Long�Island,�tCampgryound 3s�.�`x Y, ; �"a h e z,�r rr'�iiy� �cc,�hfSt'•'I 3 _Fs 690�Queen Street, cre � ° x a e py E P -wK,i v+ue �$ s+�'v u 4 lh5r'�c },fir S `w h �`� ��i�• y p�� ' 3 Greenport Newyork=r� '2 ",S�'vsrv,7,� 3 C 3 r. +• '€4I c-�'o�,� 3C b�0� APPROVED AS NOTED 84 DATE: Z B.P. # S FEE 3—PLO BY: NOTIFY FIRE MARSHAL AT 631-765-1802 Prepared By: FOR THE FOLLOWING INSPECTIONS: 1. ROUGH INSPECTION John Condon 2. COMPLIANCE TESTING Condon Engineering,P.C.3. FINAL INSPECTION 1755 Sigsbee RoadMattituck,New York ALL WORK SHALL COMPLY WITH NYS 631-298-1986 CODES AND APPLICABLE NFPA January 31,2024 STANDARDS Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering Cabin#3 Mattituck, NY 11952 .ti Page 2 General Project Data Report General Data Project Title: Cabin#3 Project File Name: Cabin 3..fiw Designed By: John Condon Date: January 31, 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#3 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: 91.70 gpm Calculated Inflow Residual Pressure: 51.53 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: 26 Number Of Active Pipes: 25 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 6 Number Of Inactive Sprinklers: 0 C:\...\Cabin 3.fiw Wednesday, January 31, 2024, 11:57 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering` ! 1 `` Cabin#3 e ; Mattituck,NY-11952 Er . ._. _ Pa e:3' Fire Sprinkler Input Data �No�tle 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 7.80 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 2 Sprinkler A 5.60 7.72 11.00 0.00 -- 0.000 0.0 ---- 0.0 0.00 3 Sprinkler A 5.60 7.70 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 4 Sprinkler A 5.60 7.46 11.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 5 Sprinkler A 5.60 7.03 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 8.11 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 8 No Discharge -- N/A 8.13 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 9 No Discharge --- N/A 8.19 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 10 No Discharge --- N/A 8.66 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 11 No Discharge ---- N/A 8.50 11.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 12 No Discharge ---- N/A 9.14 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 13 No Discharge ---- N/A 16.68 -3.00 0.00 --- 0.000 0..0 ---- 0.0 0.00 15 No Discharge --- N/A 19.68 -3.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 16 No Discharge --- N/A 18.12 3.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 17 No Discharge --- N/A 24.14 3.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 3.fiw Wednesday, January 31, 2024, 11:57 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering Cabin#3 Mattituck,NY 11952 4fYi a Page 4 Fire Sprinkler Input Data 3 'Ka., bai' �Nodelnp.utData (con�t�db} . ��> 0�� 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) 18 No Discharge ---- N/A 28.29 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 20 No Discharge --- N/A 28.66 -4.00 0.00 --- 0.000 0.0 --- 0.0 0.00 30 No Discharge ---- N/A 29.17 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 31 No Discharge --- N/A 30.45 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 32 No Discharge - N/A 30.87 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 No Discharge ---- N/A 34.96 -4.00 0.00 33 w_ 0.000 0.0 --- 0.0 0.00 35 No Discharge ---- N/A 36.26 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 36 No Discharge --- N/A 42.48 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 37 No Discharge ---- N/A 51.22 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 40 No Discharge ---- N/A 51.53 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 J C:\...\Cabin 3.fiw Wednesday, January 31, 2024, 11:57 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc.. I « Condon Engineering Cabin#3 Mattituck, NY'1`1952 . s Fire Sprinkler.lnput Data Pipe In ut Data Beg. End. Nominal FittingType Nominal Fitting Total CFactor Node Node Pipe Description Diameter Group Data Length ` Length Length (gpm/inch- (inch) (feet) (feet) (feet) psi) 1 11 SCHED 40 STEEL BLK 1.000 0 T 5.00 3.50 8.50 120 2 11 SCHED 40 STEEL BLK 1.000 0 T 6.00 3.50 9.50 120 3 9 SCHED 40 STEEL BLK 1.000 0 T 2.50 3.50 . 6.00 120 4 8 SCHED 40 STEEL BLK 1.000 0 T 5.00 3.50 8.50 120 5 7 SCHED 40 STEEL BLK 1.000 0 ET 9.50 4.90 14.40 120 6 7 SCHED 40 STEEL BLK 1.000 0 ET 10.00 4.90 14.90 120 7 8 SCHED 40 STEEL BLK 2.000 0 1.50 0.00 1.50 120 8 9 SCHED 40 STEEL BLK 2.000 0 3.00 0.00 3.00 120 9 10 SCHED 40 STEEL BLK 2.000 0 T 5.50 7.10 12.60 120 11 10 SCHED 40 STEEL BLK 2.000 0 T 7.50 7.10 14.60 120 10 12 SCHED 40 STEEL BLK 2.000 0 E 2.50 3.50 6.00 120 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 72.00 16.90 88.9Q 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 2.500 0 T 2.50 8.50 11.00 120 20 30 SCHED 40 STEEL BLK 4.000 0 165.00 0.00 165.00 120 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 21-T 332.00 17.70 349.70 120 33 35 SCHED 40 STEEL BLK 3.000 0 111.00 0.00 111.00 120 35 36 Backflo Prev 6.200 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 3.fiw Wednesday, January 31, 2024, 11:57 AM Fire-Fire Sprinkler Hydraulics Calculation Program w Elite Software Development,Inc. Condon Engineering rJ^� 1t C6bin#3 Mattituck, NY' 11952 f,tiWi Page 6 Fire Sprinkler Output Data O,�uerall Node Groupings Output 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 11 0 -15.64 15.64 0.00 0.00 7.80 2 11 0 -15.56 15.56 0.00 0.00 7.72 0.00011 3 9 0 -15.54 15.54 0.00 0.00 7.70 0.00012 4 8 0 -15.29 15.29 0.00 0.00 7.46 0.00010 5 7 0 -14.85 14.85 0.00 0.00 7.03 0.00007 r 6 7 0 -14.62 14.62 0.00 0.00 7.00 0.00008 7 5 0 14.85 0.00 0.00 0.00 8.11 -0.00007 7 6 0 14.82 7 8 0 -29.67 8 4 0 15.29 0.00 0.00 0.00 8.13 0.00000 8 7 0 29.67 8 9 0 -44.96 9 3 0 15.54 0.00 0.00 0.00 8.19 0.00000 9 8 0 44.96 9 10 0 -60.50 10 9 0 60.50 0.00 0.00 0.00 8.66 0.00000 10 11 0 31.20 10 12 0 -91.70 11 1 0 15.64 0.00 0.00 0.00 8.50 0.00000 11 2 0 15.56 11 10 0 -31.20 12 10 0 91.70 0.00 0.00 0.00 9.14 0.00000 12 13 0 -91.70 13 12 0 91.70 0.00 0.00 0.00 16.68 0.00000 13 15 0 -91.70 15 13 0 91.70 0.00 0.00 0.00 19.68 0.00000 15 16 0 -91.70 16 15 0 91.70 0.00 0.00 0.00 18.12 -0.03947 16 17 0 -91.74 17 16 0 91.74 0.00 0.00 0.00 24.14 0.03947 17 18 0 -91.70 18 17 0 91.70 0.00 0.00 0.00 28.29 0.00000 18 20 0 -91.70 C:\...\Cabin Viw Wednesday, January 31, 2024, 11:57 AM Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering Cabin#3 Mattituck,NY 11.952 Page 7 Fire Fire Sprinkler Output Data Overalls Node�Groupings0ut 'utDataG(cont'df) r 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) 20 18 0 91.70 0.00 0.00 0.00 28.66 0.00000 20 30 0 -91.70 30 20 0 91.70 0.00 0.00 0.00 29.17 0.00000 30 31 0 -91.70 31 30 0 91.70 0.00 0.00 0.00 30.45 0.00000 31 32 0 -91.70 32 31 0 91.70 0.00 0.00 0.00 30.87 0.00000 32 33 0 -91.70 33 32 0 91.70 0.00 0.00 0.00 34.96 0.00000 33 35 0 -91.70 35 33 0 91.70 0.00 0.00 0.00 '36.26 -0.03947 35 36 0 -91.74 36 35 0 91.74 0.00 0.00 0.00 42.48 0.03947 36 37 0 -91.70 37 36 0 91.70 0.00 0.00 0.00 51.22 0.00000 37 40 0 -91.70 40 37 0 91.70 0.00 0.00 -91.70 51.53 C:\...\Cabin 3.fiw Wednesday, January 31, 2024, 11:57 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering i �t Cabin#3 Mattituck,NY-11952 air+'+ Page 8 Fire Sprinkler Output Data Overall Pipe Output Data Beg. Nodal Spk/Hose Residual No Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi) Elevation r. 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 7.03 1.00 14.85 0.07505 9.50 1.081 7 0.00 11.00 0.00 8.11 1.049 14.85 ET 4.90 0.000 SCHED 40 STEEL BLK , 120 5.51 0 14.40 1.081 6 5.60 11.00 14.82 7.00 1.00 14.82 0.07473 10.00 1.113 7 0.00 11.00 0.00 8.11 1.049 14,82 ET 4.90 0.000 SCHED 40 STEEL BLK 120 5.50 0 14.90 1.113 4 5.60 11.00 15.29 7.46 1.00 15.29 0.07921 5.00 0.673 8 0.00 11.00 0.00 8.13 1.049 15.29 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.68 0 8.50 0.673 7 0.00 11.00 0.00 8.11 2.00 0.00 0.00993 1.50 0.015 8 0.00 11.00 0.00 8.13 2.067 29.67 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 2.84 0 1,50 0.015 3 5.60 11.00 15.54 7.70 1.00 15.54 0.08165 2.50 0.490 9 0.00 11.00 0.00 8.19 1.049 15.54 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.77 0 6.00 0.490 8 0.00 11.00 0.00 8.13 2.00 0.00 0.02142 3.00 0.064 9 0.00 11.00 0.00 8.19 2.067 44.96 ---- 0.00 0.000 SCHED 40 STEEL BLK 120 4.30 0 3.00 0.064 9 0.00 11.00 0.00 8.19 2.00 0.00 0.03710 5.50 0.468 10 0.00 11.00 0.00 8.66 2.067 60.50 T 7.10 0.000 SCHED 40 STEEL BLK 120 5.78 0 12.60 0.468 11 0.00 11.00 0.00 8.50 2.00 0.00 0.01090 7.50 0.159 10 0.00 11.00 0.00 8.66 2.067 31.20 T 7.10 0.000 SCHED 40 STEEL BLK 120 2.98 0 14.60 0.159 1 5.60 11.00 15.64 7.80 1.00 15.64 0.08259 5.00 0.702 11 0.00 11.00 0.00 8.50 1.049 15.64 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.81 0 8.50 0.702 2 5.60 11.00 15.56 7.72 1.00 15.56 0.08185 6.00 0.778 11 0.00 11.00 0.00 8.50 1.049 15.56 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.78 0 9.50 0.778 10 0.00 11.00 0.00 8.66 2.00 0.00 0.08010 2.50 0.481 12 0.00 11.00 0.00 9.14 2.067 91.70 E 3.60 0.000 SCHED 40 STEEL BLK 120 8.77 0 6.00 0.481 12 0.00 11.00 0.00 9.14 2.00 0.00 0.08010 15.00 1.482 13 0.00 -3.00 0.00 16.68 2.067 91.70 E 3.50 6.062 SCHED 40 STEEL BLK 120 8.77 0 18.50 7.544 C:\...\Cabin 3.fiw Wednesday, January 31, 2024, 11:57 AM Fire-Fire Sprinkler Hydraulics Calculation,Program Elite Software Development,Inc. Condon Engineering 4 Cabin#3 '• Mattituck;NY 11952 + . Page 9 Fire Sprinkler Output Data 1.0v Pipe Output Data';°(corit'dt) q (gpm) F. L./ft Pipe-Len. Beg. Nodal Spk/Hose Residual Nom. 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) 13 0.00 -3.00 0.00 16.68 2.50 0.00 0.03371 72.00 2.997 15 0.00 -3.00 0.00 19.68 2.469 91.70 2ET 16.90 0.000 SCHED 40 STEEL BLK 120 6.15 0 88.90' 2.997 15 0.00 -3.00 0.00 19.68 2.00 0.00 0.08010 6.00 1.041 16 0.00 3.00 0.00 18.12 2.067 91.70 2E 7.00 -2.598 SCHED 40 STEEL BLK 120 8.77 0 13.00 -1.557 16 Backflo 3.00 18.12 91.74 Prev 17 6.00 psi 3.00 24.14 17 0.00 3.00 0.00 24.14 2.00 0.00 0.08010 7.00 1.121 18 0.00 -4.00 0.00 28.29 2.067 91.70 2E 7.00 3.031 SCHED 40 STEEL BLK 120 8.77 0 14.00 4.152 18 0.00 -4.00 0.00 28.29 2.50 0.00 0.03371 2.50 0.371 20 0.00 -4.00 0.00 28.66 2.469 91.70 T 8.50 0.000 SCHED 40 STEEL BLK 120 6.15 0 11.00 0.371 20 0.00 -4.00 0.00 28.66 4.00 0.00 0.00312 165.00 0.514 30 0.00 -4.00 0.00 29.17 4.026 91.70 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 2.31 0 165.00 0.514 30 0.00 -4.00 0.00 29.17 4.00 0.00 0.00312 400.00 1.282 31 0.00 -4.00 0.00 30.45 4.026 91.70 EL 11.30 0.000 SCHED 40 STEEL BLK 120 2.31 0 411.30 1.282 31 0.00 -4.00 0.00 30.45 4.00 0.00 0.00312 120.00 0.418 32 0.00 -4.00 0.00 30.87 4.026 91.70 T 14.20 0.000 SCHED 40 STEEL BLK 120 2.31 0 134.20 0.418 32 0.00 -4.00 0.00 30.87 3.00 0.00 0.01170 332.00 4.093 33 0.00 -4.00 0.00 34.96 3.068 91.70 2LT 17.70 0.000 SCHED 40 STEEL BLK 120 3.98 0 349.70 4.093 33 0.00 -4.00 0.00 34.96 3.00 0.00 0.01170 111.00 1.299 35 0.00 -4.00 0.00 36.26 3.068 91.70 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 3.98 0 111.00 1.299 35 Backflo -4.00 36.26 91.74 Prev 36 6.20 psi -4.00 42.48 C:\...\Cabin 3.fiw Wednesday, January 31, 2024, 11:57 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering {� t �`• Cabin#3 • Mattituck;NY 11952 Page 10 Fire Sprinkler.Output Data Overall- Pipe Output Data (C,olnt'.d) '- Beg. Nodal Elevation Spk/Hose Residual Nom q (gpm) F. L./ft Pipe-Len.. Dia. Q (gpm) (psi/ft) Fit-Len. PF-(psi) 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) 36 0.00 -4.00 0.00 42.48 2.00 0.00 0.08010 105.00 8.746 37 0.00 -4.00 0.00 51.22 2.067 91.70 2L 4.20 0.000 SCHED 40 STEEL BLK 120 8.77 0 109.20 8.746 37 0.00 -4.00 0.00 51.22 6.00 0.00 0.00042 712.00 0.311 40 0.00 -4.00 0.00 51.53 6.065 91.70 .T 21.40 0.000 SCHED 40 STEEL BLK 120 1.02 0 733.40 0.311 C:\...\Cabin 3.fiw Wednesday, January 31, 2024, 11:57 AM s, Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering g aL ° Cabin#3 j Mattituck,NY 11952 Page 11 Fire Sprinkler Output.Data -.,. . �`i ... � � ;�.«.i� dam*'"" -I,.r i i ��. lu: r3 :,.m. 7 +.y +-+ '1 �+,�•�� .�„^• 3Y+ yR,, V4 p�r��' 9 !^ t y .- Y�� 't xY OveraUA Splrinkler ,Ou_tputData i x �r. ,. Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure z Density Discharge Node No. Code KFactor(K) (feet) (psi) (ft) (gpm/ft2) (gpm) 1 A 5.60 11.00 7.80 144.00 0.109 16.64 2 A 5.60 " 11.00 7.72 144.00 0.108 15.56 3 A 5.60 11.00 7.70 144.00 0.108 15.54 4 A 5.60 11.00 7.46 144.00 0.106 15.29 5 A 5.60 11.00 7.03 144.00 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 91.70 Totals For All Groups 864.00 0.106 91.70 C:\...\Cabin 3.fiw Wednesday, January 31, 2024, 11:57 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering } 1't Cabin#3 T. Mattituck,NY 11952 !titi►..' Page 12. e Fire Sprinkler Output Summary Hydraulically Mast 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: 0.637 gpm/ft2 Application Average Area Per Sprinkler: 24.00 ft2 Sprinkler Flow: 91.70 gpm Average Sprinkler Flow: 15.28 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity( In Pipe 10- 12 ) 8.77 ft/sec Maximum Velocity Pressure( In Pipe 10- 12) 0.52 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0094 psi Actual Average Nodal Pressure Imbalance: 0.0025 psi Actual Maximum Nodal Flow Imbalance: 0.0395 gpm Actual Average Nodal Flow Imbalance: 0.0061 gpm Overall Network Summary Number Of Unique Pipe Sections: 25 Number Of Flowing Sprinklers: 6 Pipe System Water Volume: 1738.60 gal Sprinkler Flow: 91.70 gpm Non-Sprinkler Flow: 0.00 gpm Minimum Required Residual Pressure At System Inflow 51.53 psi Node: Demand Flow At System Inflow Node: 91.70 gpm C:\...\Cabin 3.fiw Wednesday, January 31, 2024, 11:57 AM • Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering Cabin#3 Mattituck,`NY, 11952 t Page 13 r Fire Sprinkler Output Data Hydraul1,c :S'u , pl.yl emand'Glraph� -0, Kx;� ar ;� 100 90 80 706\ Q. 60 � 52 y 50 42 0) a 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: 51.53 psi Calculated Flow Rate: 91.70 gpm Excess Available Residual Pressure At Calculated Flow: 14.39 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow. 18.69 psi C:\...\Cabin 3.fiw Wednesday, January 31, 2024, 11:57 AM