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,.Of souryo`o Town of Southold * * P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 46612 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. 49745 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 #12 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: 49745 07/21/2025 PLUMBERS CERTIFICATION: Jorge Naranjo 04/04/2025 th0 ized i ature s ' ��o�soFFoc,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ca Me o . SOUTHOLD, NY f . 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) r Permit#: 49745 Date: 9/20/2023 Permission is hereby granted to: HNF Resorts LI LLC PO BOX 89 Greenport, NY 11944 To: (cabin #12) legalize "as built" seasonal cabin in existing campground as applied for per ZBA, Planning & SCHD approvals. Replaces BP 46359. 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 3/2112025. Fees: PERMIT RENEWAL $512.60 Total: $512.60 Building Inspector o�suFFo��-�o TOWN OF SOUTHOLD ay BUILDING DEPARTMENT a 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#: 46369 Date: 6/4/2021 Permission is hereby granted to: HNF Resorts LI LLC 690 Queen St Greenport, NY 11944 To: (cabin #12) legalize "as built" seasonal cabin in existing campground as applied for per ZBA, Planning & SCHD approvals. At premises located at: 64500 CR 48, Greenport SCTM #473889 Sec/Block/Lot#40.-3-5 Pursuant to application dated 4/14/2021 and approved by the Building Inspector. To expire on 12/4/2022. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $975.20 CO-COMMERCIAL $50.00 Total: $1,025.20 Bui ding Inspector o��oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • �Q Southold,NY 11971-0959 �yCOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: HNF Resorts LI LLC Address: 64500 CR 48 CABIN 12 City: Greenport St: NY Zip: 11944 Building Permit* 49745 section: 40 Block: 3 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Soundview Electrical License No: 57478ME SITE DETAILS Office Use Only Indoor Basement r— Service Solar Outdoor 1st Floor 170V Pool r Spa r Renovation 2nd Floor (— Hot Tub r Generator r Survey Attic Garage Battery Storage ri Mr INVENTORY Service 1 ph IV— Heat Duplec Recpt 22 Ceiling Fixtures 4 Bath Exhaust Fan 1 Service 3 ph r— Hot Water Gas GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors 2 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors Sub Panel 100A A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 8 4'LED Exit Fixtures Other Equipment:. Fridge, Micro Notes: Cabin 12 Inspector Signature: X Date: July 21, 2025 Sean Devlin Electrical Inspector sean.devlino_town.southold.ny.us 64500CR48Cabin12 Town Hall Annex Telephone(631).165-4802 54375 Main Road �, t r P.-O.Box 1179 co Southold, NY 11071-0959. Y �J U' BUILDING DEPARTMENT TOWN OF SOUTHOLD APR 4 2025 CERTIFICATION ,a Date: 0y— O y- '9-02 s Building.Permit No. C-I ,' _ Tc/5 Owner: Y�"V 1�e s'3CA S yj )-L C_ (Please print) Plumber: 0zj(;i v\110 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. �f� (Plurri'er ignature) Sworn to before me this / day of r�/ 20 zS Feistration NDIZO TOR ER S Notary Public,; County IC,STATE OF NEW YORK No. 01T06231053 SUFFOLK County Expires 11/22/2026 1 OF SOUTyO� 7 TOWN OF SOUTHOLD BUIL INC; DEPT. bou 1 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ]. RENTAL REMARKS: 2� DATE INSPECTOR OF SOGIyOIo LI S -8 * * . TOW OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG: [ . ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ .] FIREPLACE & CHIMNEY, [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL. REMARKS: DATE l,- -I INSPECTOR SOUl9p� - 1 q I L4 ci c z_ -1* .'TOWN OF SOUTHOLD BUILDING"D'EPT. °ycou�mN 631-765-1802 INSPECTION [ ]- FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ } FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR- OF 50UTyolo # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1602 INSPECTION. - [ ] FOUNDATION 1ST/ R,EBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING, [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEYS [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS- �K �Rrnc 4y y cz- I/IM1 c - ���c i vY b r o P IrvM4 �r b DATE INSPECTOR rg 50UTyo I ~� 4 # � TOWN OF SOUTHOLD BUILDING DEPT. e- o m, 631-765-1802 (�( lp INSPECTION . [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION/CAULKING [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR [ ] RENTAL REMARKS: to a � � n Vl C/ �D " r r hoo TE . "� INSPECTOR pF 50Ujy�� # # TOWN OF SOUTHOLD BUILDING DEPT. •/��J'�✓�q�, `Comm 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: i�(p (Clbt VfKt/ . ul -0& DATE q4f INSPECTOR OF SOUTy�� # # TOWN OF SOUTHOLD, BUILDING DEPT. df '631-765-1802 C INSPECTION . [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PI 13G. [ ] FOUNDATION 2ND [ ] IN ATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: all, IMA b� - 4 - S�I TE INSPECTOR OF SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. courm a�`' 631-765-1802 INSPECTION [ FOUNDATION 1ST/ REBAR ROUG G] FOU { ] , [ ] 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: kfficol RT�yY,• � iu� _ , c Ll WL fir ` it. �D U,� DATE INSPECTOR ti Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,.New York 11952 Fax 631-298-2651 condonengi neeri ng.com October 14, 2021 D V OCT 9 2021 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, 46350,46351 46353, 46354, 46355, 46356, 46457, 46358, 46359 6360, 46361, 46362,46363, 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. SAP � �• � �p,�. � o FO 051684 .p��FESSION�" Condon En&eedng, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condonengineeri ng.com V November 25, 2021 V� Mr. Mike Verity Chief Building Inspector Southold Town Building Department so' 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, ��-of NE ? c��,� t�, y o. 05.168.4 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 �� 5' 0)i 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 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. LI C#019767 �� �* CondonEngineering, New York State Licensed Professional Engineers 1755Gig G31-2g8- 8BG ' �b���nau K8ottituck. New York 1i983 FaxG31'298'2G51 omndonengineerinQ-com R November 27. 2O24 � DEC — 4 9024 U~� Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53OS5 Route 25 P.O. Box 1179 Southold, New York 11871 Re: Eastern Long Island Camp Ground Cottage Footings-690 Queen Street, Greenport Dear Mr. Verity: | inspected the plumbing in the Pavilion, and cottages#4,#S,#G,#7,#D,#9,#11,#13,#1O and#19. 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 was installed in accordance with building code standards. |f you have any questions, please call meat831-288-1888. Yours truly, OF . . 0516,94 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 F E B - 3 2095 Mr. Mike Verity Chief Building Inspector `Southold Town Building Department `63095 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 NEW y J. C0* ®gyp 051684 ��FESSIO�P�' -F North Fork Cottages&RV Resort Jab Name: r Installing Company: Boss Systems Standb Current s ,Alarm Cwrent p XR1SO/XRSSO SERIES STANDBY BATTERY POWER CALCULATIONS Y _ .r, a.a,., i - ::' ' qty' mA 'Total MA'- Total rriA XR150/XR550 Series Control Panel 1 X 174 = 174 1 X 217 = 217 y 'RelayOutputs:l-2(ON);_..,,-. 0: X 30,. ? '.i 0 0 X 30 a. 0 ^ _v 0 X 9 - a 0 X 5 - 0 Switching Grounds 3-6(ON) ActiveZones1;8 .` .' - 4. - Active Zones 9-10 0 X • 4 - 0 0 X 30 = 0 0. X` G. 01 0 0 2-Wire,Smokes' , X 0.1 0 Panel Bell Output It 500 mA max) 0 0 Aux.power devices on7emEinals7 and.11..(Other than keypads and.LX=bus:module4)•' ""' 2W-BLX,2WT-BLX Smoke Detectors 0 X 15 = 0 0 X 35 0 263LTE'Cellular Gomtnunicator .. ,., ;. 1 X",r 20' 2020 263LTE-FN Cellular Communicator 0 X 6 - 0 0 X 7 = 0 277-Buzzer Module ;:. = "; 0. X. $r,; D ` 0 'X 5 r0 630F Remote Fire Command Center 0 X 63 - 0 0 X 92 = 0 7830F Fire Command Keyped 0 = „X M:. 0 ;0 ,. X: 108, 0 708 Bus Extender 0 X 10 - 0 0 X 10 = 0 710 Bus Splitter/Repeater Module 0 X 32 - 0 0 X 32• _ 0 711 Zone Expansion Module 0 X 11 = 0 0 X 11 = 0 :,-Active Zone(EOL-Installed),`. 0 ,X:," 1 fi _ 0 :0 X 2 = 0 � 711S Zone Expansion Module 0 X 4.2 = 0 0 X 4.7 - 0 772-8.Zone Expansion Module.- 0 X': :' 17: = 0' ' s,0 X - 17 = 0 Active Zones(EOL Installed) 0 X 1.6 = 0 0 X 2 = 0 71dZone Expansion Module,'- 0 X 7 = 0. 0 X 7 = 0 Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0 714-8, 4- 0 X 0 16 Zone Expansion Module = 20 -:. .0 "X 20 '.71 0 Active Zones(EOL Installed) - 0 X 1.6 - 0 0 X 2 = 0 715Zone,ExpansionModule _ Active Zones(EOL Installed) 0 X 4 - 0 0 X 30 = 0 r.-2-Wire3mokes ' 0 X:.: 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 Module; •0 X: 13 : _' t = 0 0 X 13 = 01 Active Form C Relays 0 X = 0 0 X 12 = 0 717 Graphic Annunciator Module.. 0. X 10 = 0 0 X. 10 Annunciator Outputs 0 X = 0 0 X 1 = 0 734 Wiegand 1n[edace Module:. 0',. X . ' 40 0 0. X 60 .. - 0 Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0 {Annunciator(OM... 0. X0 0 X 20 0'- Proximity Reader 0 X 200 - 0 0 X _ 200 = 0 736PPOPITInterfaceModule- ,.., °` 0 4::X 25': X`. : 25: :C, 0 Radionics Popex,Octopopit,Popits 0 X - 0 0 X = 0 736V V-PIex 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-R Module 0 X 31 = 0 0 X 31 = 0 860 Relay Output Module,one relay active _0 X 34 0 __ 0 L X_ 34 = 0 All four relays active 0 X 138 0 0 X 138 = 0 11 0:' 865 Styl.6',Y,brZ Notification Module 0 X B5 0 "X 'K' '_"4 866 Style W Notification Module 0 X 45 = 0 0 X 76 = 0 .86 869 Dual Style D Initiating Module 0 X 25 0 0 X 75 = 0 0�' -,g a93XD'ualThcmie J.f I 10OX Wireless Receiver 0 X 25 0 0 X 35 0 0 75 �A02',' 7060/7160 Thinline/7060A Aqualite Keypad 0 X 72 0 0 X 87 = .0 7064flI 63 Thinline/7G63AA4Wliit6 Keypad,:' 0. 60' 7070fl170 Thinlinefl070A Aqualite Keypad 0 X 72 0 0 X 87 = 0 _V 2,_��"'j -7 7073/7173 Thinline/7073A Aqualite Keypad 0 X 85 0 0 X 100 Acfi4e Zones jEOI .0 X"' 0 Al 0, 7872 Graphic Touchscreen Keypad 0 X 145 0 0 X 215 = 0 Acte2o ., 'X iv nes(ECL Instilfed 0 0. p 7873 Graphic Touchscreen Keypad 0 X 143 0 0 X 243 = 0 Active Zones(EplL lingalled) "0" 8860 Graphic Touchscreen Keypad 0 X 300 0 0 X 350 = 0 01 no AUK.'P6wered Devicesa. Aux.Powered Devices 0 X 0 0 X 0 0 ked �v Aux.Powered Devices 0— X 0 0 X 0 0 --Aux.Powered DWcd' '0. Aux.Powered Devices 0 X 0 0 X = 0 -0 Am PovWred Devici!�-'� Aux.Powered Devices 0— X 0 0 X 0 0, Based on 10%active zones in alarm Totzil Stzindbi MA; ZOOA !,7 Required Minimum Alarm Time in minutes 5 Minutes X Total Alarm mA 539 = Total Required Alarm Current 44.917 mAh Total Standby mA 200.4 mA N u er, Total number of standby mA hours = 4810 mAh n Total regyi Total number of mA hours 4855 mAh S Z�v -CY facto[;.41 "l, A Total number of mAh = 5826 mAh 'zr: 17`it Asnp holii re d.:i For more information,refer to the Standby Battery Selection section of the XR150/XR550 Series Installation Guide(LT-1233). This spreadsheet calculator has noI been evaluated by UL. XQ)50 XQ510 Ne.2 of 3 OFFICE LOCATION: f3f,so MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold,NY Southoldtownny.gov October 22, 2025 PLANNING BOARD OFFICE TOWN OF SOUTHOLD OCT 2 2025 1_�) Ms. Patricia C-Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Approved Amended Site Plan for Eastern Long Island Karripground Cabins 64600 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 w,ith 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, TWI 0X\ � Brian A. Cummings Senior Planner cc: Michael Verity, Chief Building Inspector Sean Magnuson, Owner FIELD INSPECTION REPORT DATE COMMENTS 'ro FOUNDATION(1ST) ------------------------------- FOUNDATION (2ND) S � �O ROUGH FRAMING& PLUMBING � y �1J r INSULATION PER N.Y. y STATE ENERGY CODE to ti ,.� FINAL ADDITIONAL COMMENTS zr fl91X. elo 54c, .(O a G 1ds oeo kc #- 1771 Z m 1 sz- y - Q( Lot 1-mb ce-t- �- q aV'' u, ev r L- E c' Fr a-ice, 4 5 b-G 5-a EI elci H LA C x � d " s folk,�o; TOWN OF SOUTHOLD—BUILDING DEPARTMENT .�° w Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtowm.aov Date Received APPLICATION FOR BUILDING PERMIT i � For Office Use Only t�]�ti = L46 - PERMIT NO. Building Inspector: b APR 1 4 2021 Applications and forms must be filled�out to their entirety slncomplete appiicationsrwill not be accepted Where the Applicant is;»at the gwner,an 1 .^ ^� fi. _ ' ,ff,.r', "Owner's Authorization form(Page Z)shall be cor>pleted`` �'' A , �Y Date:4/12/21 Name:HNF RESORTS INC. SCTM#1000-40.-3-5 Physical Address:690 QUEEN STREET,WGREENPORT, NY 11944 _ µ Phone#.:631-477-0022 Fi7a11 .1NFO ELIKAMPGROUND.COM Mailing Address 690 QUEEN STREET, GREENPORT, NY 19944 t CONTACT"PERSON E. � � x f- _ v << Name:SEAN MAGNUSON Mailing Address:SAME AS ABOVE Phone#:631-953-3899 Email: DESIGN PROFESS IONAL INFORMATION y F Name:CONDON ENGINEERING Mailing Address 1755 SIGSBEE RD MATTITUCK NY y, Phone# 631 298 1986 sv Emall:CON DON ENG@OPTONLINE.NET µ CONTRACTOR INFORMATION j Name SEE ATTACHED Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION TWO BEDROOM CABIN{ � $ X `'. ®New Structure ❑Addition ❑Alt'eration ❑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 . o i ° PROPERTY INFORMATION Existing use of property:TOURIST CAMP Intended use of property:TOU RIST CAMP Zone or use district in which premises is situated Are there any covenants and restrictions with respect to RR-RE'SORT%RECREATION this property? ®Yes ❑No IF YES, PROVIDE A COPY. ❑Cheek'BOx After Reading The owner/contractor/design professional is responsible for air drainage aniistorm water issues a provided by Chapter z3b of the town Code APPLICATION IS HEREBY MADE to the B'Ading Department for theirssuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southoltl,Suffolk County,New Yorkand other applicable Laws,Ordinances or Regulations;for the construction of bwldmgs, additions,jalterations or for removal or demolitionas herern'described The applicant agrees`to comply with al)applicable laws;ortlmances,builtling cotle, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections."'.Felse statements made.herein are *; punishable as a ass, misdemeanor pursuant to Section 210 4�of the Nevin York State Penal Law Application Submitted B (print name -W @Authorized Agent []Owner Signature of Applicant Date _........_. ._.. u _.w CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 SS: Qualified In Suffolk County COUNTY OF ) Commission Expires April 14,2 �l -J / being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing c ntract)�above named, (S)he is the I lq�'4�-, I�V_aA (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 th;e manner set forth in the application file therewith. Sworn before me this ay of I 20-aL h 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 doh hereby authorize to apply on i my behalf to the Town of Southold Building Department for approval as described herein. 4/13/2021 wn is Sign at r Date SE MAG USON Print Owner's Name 2 BOARD MEMBERS Jf soar Southold Town Hall Leslie Kanes Weisman,Chairperson. /yam 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes CA ac Town Annex/First Floor, Robert Lehnert,Jr. `. • �� 54375 Main Road(at Youngs Avenue) Nicholas PIanamento yCQU I Southold,NY 11971 IM httpJ/southoldtovnmy.gov RECEIVED ZONING BOARD OF°"PEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 A U G 2 5.2020 Souttlld Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 201,2020 ZBA FILE No.:7384SE. NAME OF.APPLICANT: IINF Resorts Inc PROPERTY LOCATION: 690 Queen Street, Greenport,NY SCTM No. 1000=40-3-5 SEORA 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;this.is an Unlisted Action pursuant'.to State Environmental.Quality. Review Act(SEQRA) 6 NYCRR,Pal t 617; as it does not meet any of the thresholds of.a Type.. Action,_ nor does it meet any of the criteria on the Type 11 list of actions°and that the Southold Town'Zoning Board of Appeals;pursvanf to SEQRA,hereby made a determination of non significance for the proposed action . and grants aNegative DeElaration. SUFFOLK,COUNTY ADMINISTRATIVE CODE: This application was'referred-as required under the Suffolk County Administrative Code`Sections 'A.1444 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. Iocal determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relies; permit, or interpretation requested in this.application is listed under the Minor Actions exempt list and is-not subject to review under Chapter 268. TOWN OF SOUTHOLD PLANNING BOARD: The Planning Board offered comments on this application in their June 24, 2020 memorandum. The Planning Board generally has no objection to the Special Exception and cabin size due to the fact that the existing site and.use thereof received Special Exception approval in 1976 and Site Plan approval in 1976 and 2005. The Planning Board currently has . not.endorsed a Site Plan for this proposal and reserves the right to make any.necessary changes to the Site Plan after reviewing all proposals thoroughly. PROPERTY FACTSMESCRIPTION: Subject property consists of 23.61 acres located in the Resort Residential (RR)Zoning District. The property is a campground with both mobile &tent sites currently available. The property is improved with an office/bathroom facility, sites for mobile homes, and tent camping sites. BASIS OF APPLICATION: Request for Special Exception per Code Section 280-35B(5) and Town Code Article 1, Section 253-1, the applicant is requesting permission to alter the existing Tourist and Page 2,August 20,2020 = #7384SE;HNF Resorts,Inc. SCTM No. 1000-40-3-5 ; Trailer campground by removing twenty(20)tent sites.and constructing twenty(20)seasonal cottages,`as. well as variances for twenty(20) cottages measuring 504 sf where the code 'only allows cottages to measure a maximum of 450 SF in size; located at: 64500 County Rd 48,Greenport,SCTM# 1000-40-3-5 VARIANCE RELIEF REQUESTED: The applicant's.proposal was amended to convert 33-existing tent camping sites to 20 seasonal use cabins.of approximately 504 sq.* ft. with an exterior covered porch, where only 450 sq. ft. cabins are allowed. The cabin floor plans also depict a 90 sq..ft. covered porch to be attached to the cabins for an overall size of 594 sq. ft., In addition, a 600 sq. ft. pavilion with an . . exterior deck will also be constructed. ADDITIONAL INFORMATION: The proposed 20 cottage sites are a reduction of the currently 33 existing tent.sites. There are certificates of occupancy for all of the-existing campground buildings & inground.swimining..pool. The current site:plan was approved in 20.06,.and allows for 63 seasonal RV sites, 90 short term.RV/Pop Up sites, and 33 tent sites. The site plan also approves 186 parking spots with an 80-car overflow. The original campground&trailer park came about from a Special Exception permit approval ZBA file#2147 dated July 22, 1976. A Letter of No-Jurisdiction was issued by the New York State Department of.Conservation (NYSDEC). indicating that no permit is required.from the agency, but advised that no construction, disturbance,. clearing or sedimentation of any kind may take place within 100 feet of NYS regulated freshwater- wetlands without:a permit. SPECIAL EXCEPTION: FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning.Board of Appeals held a public-hearing on this application on August 6,2020.at which time written and oral evidence were presented. Based upon aII 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 being proposed in this application C. That the safety, the health, the welfare,the comfort,file 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—Tha�the-use-wi-ll--be-in-harmony-with-and-promote-the-general-purposes-and-intent-ofthis------------------- 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 0.'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 probabledevelopment 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:ootherwise)that may be caused or erected by or as a result of.the'use. E. Whether the use or the materials incidentalahereto or produced thereby may.give off . obnoxious gases,odors,smoke or soot. F: Whether the use will cause disturbing emissions of electrical discharges,dust,light, vibration or noise. G. Whether the operation in pursuance of the use will cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, if existing or if proposed by the-Town or by other competent governmental-agencies. H. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles incidental to the use and whether such space is reasonably adequate and appropriate and can be furnished by the owner of the plot sought to be used within or adjacent to the plot wherein the use shall be located. I. Whether a hazard to life, Iimb or property because of fire,flood, erosion or panic may be created by reason of or as a result of the use or by the structures to be used therefor or by the inaccessibility of the property or structures thereon for the convenient entry and operation of fire and other emergency apparatus or by the undue concentration or assemblage of persons upon such plot. J. Whether the use or the structures to be used therefor will cause an overcrowding of land or undue concentration of population. K. Whether the plot area is sufficient,appropriate and adequate for the use and the, reasonablyanticipated 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-hether_the_site-af-the-proposed-use-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. 1000-40-3-5 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 andwithout 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 U67-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 surroundmg- neighborhood. 2.-Town Law 5267-b(3)(b)(2). The benefit:sought bythe apphcanticannot 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 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§267-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 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of 20 seasonaI 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 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 modify, suspend or revoke such approval or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXv Section 280-141,of the Town Code. Any deviation from the variances)-granted herein as shown on the architectural drawings, site plan an /or survey.cited above, .such as.alterations, extensions, or demolitions, .are'not.authorized under this:, application`when involving nonconformrties.under the zonfYig 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 bag 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 v Leslie Kanes Weisma Chai erson Approved for filing /-� /2020 --- BOARD MEMBERS $ Southold Town Hall Leslie Kanes Weisman,Chairperson 0 53095 Main Road •P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Eric Dantes G Office Location: �` • iQ Town Annex/First Floor, Robert Lehnert,Jr.. y � 54375 Main Road(at Youngs Avenue) Nicholas Planamento CUUN�,� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS -�C RE�� �- - TOWN.OF SOUTHOLD �. t. ; May 19, 2021 i 1 c7 }� Tel.(631)765-1809•Fax(631)765-9064 `� 'Eileen Wingate ' Quite Man Studio MAY 2 0 2021 2805 West,Mill:Road, Mattituck,:NY. 11952 PITIT,.BI 'G. TEE: Request for De.MmirnusDeterminat:16 Appeal`No 7384SE,HNF Resorts,Inc.: 696 Queen Street,Greenport SCTM No: 1.000-40-3-5 Dear Ms. Wingate; I am in regetpt of-your correspondence;.dated May.:11,,202.1;requesting:a de miniirius determination tn!the above referenced Zoning Board of appeals:special E�cceptton hermit'and Area Vai tancc ciec7stnn ' Inyour letter,you'requesf a de mmtirius approval for a Special Exception and Area V,rianpe..to construct seasonal lus&cabin which exceed the-tmxtmum:square feet to.area iri accorelaiice viwi"th;t$e Town Code,upon .' an existing:catnpgroitrtd, You explain that upon 'recommendation of the Town.'s:Planning Board,th�t.the. revised site plan depicts,a re location of the eabt*'' ;n order to preserve,as rnany,:trees as possible.;and that the number of cabins have been reduced to 19 kurthermore,you stated that the cabin' locations meet till zoning requirements pursuant to Chapter 253 of the Town Codes : 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 Department and the.Planning,Department. 1cery, anes Weisman Chairperson cc: Michael Verity, Chief Building Inspector Heather Lanza, Planning Director , k OFFICE)(.00ATIUN: MAILING ADDRESS: Town T Hall Annex j l� q s5 t P.O Box 1179 54375 State Route 25 Southold., hTX 31971. (cor.Main Rd. &Youngs•Ave.).::.:. Q t° Soutliol.d,NYTelephone:631 765-1938 Y r � °� ::ww�v:soulholdtownny.gov PLANNING BOARD OFFICE r•. TOWN QF SOVT-H:QLD:., October 6,.2020 Of . .. ... .. .. Ms. Eileen Wingate 280.5' West-Mill'Road MattituCk,-NY 11952 Re: Site Plan Approval.Eastern Long Island Kampground Cabins 64500:CR 48, Greenport... 8 _rM#1000-40.-3-5 -Dear Ms. Wingate: The following resolutions:were adopted'at-a meeting of the,-Southold Town Planning.Board :.. . . . . . on October 5,-Z`020: WHEREAS, this amended site plan is ao replace 33 existing tent sites with the proposed constructiori'of 20'se' asonal 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, 201.O.-and.January 9,,2020; Eileen Wingate, authorized, agent, 'submitted an Amended�Sit&Plan Application'for review;,..and I WHEREAS, on February 5, 2020 and February 7,'2020, Eileen Wingate, authorized agent, j submitted an.Amended Site Plan Application fee, and other information for review; and WHEREAS, on:February, '10. 202Q, the:Southold Town.P.Ianning Board,determined the application as complete for'revie'w; and WHEREAS, on February 10, 2020, the Planning Board, pursuant to State Environmental Quality ReviewAbt (SEQRA) 6�NYCR:R, Part:.61:7, determined'.that the proposed acti:on,is an Unlisted Action as itdoes not meet any o;f.the-thresholds of a Type,i Action, nor does it meet any of the criteria on the .p.p Il list of:actions.;.and WHEREAS,'on February 12, 2020, :the.:Plan ning Board, pursuant fo,.Squfhold Town .Code §280-131' C.' distributed the application to the required agencies'foc their:iromments; and ,A S wuvw.con III/ 1 . e -1/�' �• :.'. o�: t /Lr TL S.. .. '.✓' err S s t �JfT�t fNJi NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Sl3,FlY�B�aasyl�'So•�av�leiioailrS�mD`�rv'o�,3�1Yat790 wwwAmny.g4v Docernber 12,Z-01 g .Eastem.Lori%.Island Kampground' 1s . . Gferipeit;`NSF 't1'944 RE; Delineation of a portion of the wetlands adjacent to your property,.Eastern Long . Jalmd.Karr grounds(SCTAA# 1000-40-3-6) Dear Mr. Magnuson, The Qepartrnent.of-Ehvironmental Conservation implements'Ai`ticie:•24, which is the-:--.-*-' .`- Fresh Water Wetland:Act: Under Article 24;the Departrrient has jurisdiction over all c Mated freshwatier wetlands and 100 feet.landward of those wetlands 1Nlany activities re�q� oth� aesF: ton e � eondu6fi these�actra i"es wltfiout th e l ertefit`of a fcnm Wt.:Depa tinent►s a violation of Acle 24 of-the Er virorirraemW onservation Law GEC and 4�YCkk.Part .(the.regulations.pramulgate�l:under Article:24) Achilles greii r than 100 feed from IVY,State regulated freshwater wetfanda would not°require an Article Z4 p+eram3#froM thjs,Deparfmdn : •'f' {� �. f`kea .�1 �e.� for th*purposes of delineation the wetlandboundary fora pr©pased:prq*t:in the southeast corner of-the property:The management of the facility is propbsing 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 "s.-.sou#h,and.west of the.proposed protect No o er.wetly d o :,4r:adfacen. f' ,p t to the e !a o t u K h To the.east of the project, 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 demwcate.the bovndwy. Yt$d10S r D+�}zac�aa 1.0f �t113FOttt➢ltyilt�r commuon Toree�,stfed w {an a a ztatance, o $y .' rn�ar+e the tyre.,13wem '; aid wee 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 pocMat-of.wetland. Staff placed 2:ft gs at:tha points where that smai!. e� tbwha poset cc�n►es.: .ba�f p `tom= -f _ , . . i :.. wetia :fo`# .pd :a ;':: :suretfe~ ::property: .`: The existing, legally cleared campground.is located to the north of the.proposed project andahere are no regulated freshwaterwetlands within 100.feet of the project in that location. UM St AN -' �3f��t � ► rj6lfil � It Agaln;:actrv�ties g .040r than 1:00 feet from regulated wetlands.do not requite Article 24 permits from this Depart ean#..The..wetlands come closest to he protect in the southwestern portion .ofi the protect and may come close to 10Q feet from the . ra , Yau sl oald ham ail of ttie Banc# surue�tr d anti plat ors a sate Po i' Y: plan forfhe protect to confirm the clistsnces est� #ed �p the field �flr't#te Etna!! . ..' s d elii � p�rel FsE'. .00 :. . ;. OW .: and therefore any regulated activir vuould li evert farther from the wetland On any site plan for the project.you should show a:L,irnit cif CCeanng, .:Grading and Grownd : Disturbance line That is a work, ine., in that no work of:any kind would take place beyond that ne. 1€t6 t i�ne zs'!( feet,or greater from a14 a€tlZe�+retl id flags ynu..wou GUM, not riaect.an Article permit from this Department.: Sincere Dan Lewis oSU o '� C 1 1 2023 BUILDING DEPARTMENT- Electrical Inspector .0TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 CA f1d,r. ` Dapa e"t f�GLS Southold, New York 11971-0959 • �' � 'i6'8t7�?�c p� Telephone (631) 765-1802 - FAX (631) 765-9502 LameshCa�southoldtownny.aov — seand(&-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11-Dec 2023 Company Name: Woodhollow Contracting, Corp Electrician's Name: Nicholas Gasparo License No.: ME-60139 Elec. email: cshcherbelis@woodhollowdesigns.com Elec. Phone No: 516-827-5916 01 request an email copy of Certificate of.Compliance *Elec. Address.: 103 School St Lindenshurst NY 11757 JOB SITE INFORMATION (All Information Required) Name: HNF Resorts LI/Eastern Long Island Kampground Address`. 64500 County Rd 48 Greenport, NY 11944 Cross Street: Phone No.--- Bldg.Permit#-. _ _ q-7_� _ 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 ENO []Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[:]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame M Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION y11161�y �� ,� I Rec.�-1 :PERMIT, # .: d AdWeSS: HNF Resorts I-I LLC Eastern tong Island Kampground -Switches 64500 CR 48/,690 Queen'St 'Outlets Greenport, NY 11944 Tax Map ID: 1000-40-03-05 GK:s ;2, /-:L Surface ..,$concea HH**,*s 1.UC.Lts 0 Fridge HW i o/v POPW-11 POQL w e 0 Pa 0 -Wks 0 �Purnp Exhaust Oven 0 Sump 0 Heater _Trntfrnr Smokes 2 ..;DW 0 ,Generator Salf Gen. Wbtdr,-Bond `Micro St' Dis,Carbon Lights Heat h4t-w -r- -:Pu6ks o IRV 0 HOT i1�BI5PA I nst:Hot 0 --.-,,DeHUfn o Trahs"fer o -Dist 0 .Combo cooktop o Minisplit 1-0 Blower AC 6 :AHo Hood 0 Blower 0 .,-SererIce 0, -.Amps ave Used Sub 0. ;AmpsY—Have Used to,mment*5- 6 k VV k F30ding Depert DCV in x" 1 SAFE-7-COVER PROPOSED 2"0 ATER MAIN u n PROPOSED 4"H WATER MAIN '_' � try � #18I i I —�— i ' y � n O �re #1 rn �cit f• o T I INv --- -- �---- -`1.. 0-lzo 00 c.� m I \ DEC!( :::1'•::`'1,: DECK D o � ) -- ————— ItN N � I 3 W 12.5 #19 n DECK � En rz; DECK I x q. MP. #16 , I �q ,,J :..::�: i 'DECK ES - e`2 .`;.' � � AMP `�' • ` ---rAmp SUE ens -DECK x J 1 ro PAVILLION` :- #3 Q'ECK l Est \ a -A ja la ate .1g �r\�: \ ^ \ 6. \. 1 ,.•.q`. p sue• I_� , • - ` - - .. J `•Y :#12 OFC _ yob ry -' / :� \••-. / :' .>< + .. tee. .'.' I- .�. ' as �'�x-`=�x .�> . . � � c #6 - :+-•::u. .. _ .. � -'. . \ a _ `o .QECK I I c. df r ,� l -- VILLAGE OF 9y % _ --- x _ � ;:.. ,\ X , \ _--- —i: G( -ENPORT' \ :: VACANT LAND 12.% .C #7^ \' #15ro \ ¢' p 16 , / ` r0RQ9p1NE11� w r 7=T mnrmm.b�o.:e nn 1 1O lR.4Gi It55e�etA9.4wP"+m dv sdMw�So 6rteiod.kwml \t / I '�j� \ \ Aamvo+�y;.eaeaa>�.,e s"»w.mamrwi.nawor.e..anma;o ' \ P (� 6e®Idn6V.a.Mb4clal.nl5u..,varvu4 do.mi51e9^ .!d�ta ROEND4 D.WAT \ o \\ \` #9 J E MAIN N S b-2a-0" Condon Engineering, P.C. Eastern Long Island 'UXY JJC 1755 Sigsbee Road Camp Grounds SP-I Drawn/O Mattituck,New York 11952 OD 'O Op Oale:3-13-2021 (631)298-1986 690 Queen Street 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 hWr Line(S) -ST Be Inspected By The Sulk County Dept. Of Health Services, .Call 552-5754, 48 Hours In Advance To Schedule Inspecbon(s). ENOINEER'S CERTIFICATION �EQUIRE'D. SUBMIT P.E.OR R,A. CERTIFICATION FOR INSTALLATION AND CONSTRUCTION �F ,A Srwoi /• u i' FOR FINAL APPROVAL. Z 4 g. 79 t. co APR 02 CD ca b rn 0 . 4/2/2021 SCDFfS COMMENTS 4 A. �+ 3/15/2021'_CABIN.REVISl01VS �, q s -, w V `' •� ; 10I21/2020;SCbHS�COMMENTS . F c a� • 9/28/2020 TOWN COMMENTS 1 -� 72"' c 2020:'REV B. r c Z V cd .-� 6%22/2020%WC .`COMMENTS 8a a,a A 6/8/2020 SCDHS COMMIyTS a 2 �A A- Ca o z '' ► 5/26/202 .0 M M � O.SCDFIS COMMENTS.: o- s491 0 REVISIONS. ra HEALTH DEPARTMENT APPROVAL STAMP p '� 0 19 2 ��V\ S.C.T.M.: DIST. 1.000 SEC.40 BLK. 03 LOT: 05 A��FESSIO�P�' i idon Engineering, P,C. EASTERN LONG ISLAND KAMPGROUND 1755 Sigsbee Road 690 QUEEN STREET Mat6tuck, New York 11952 GREENPORT, NY 11944 OF (631)298-1986 (631) 298-2651 fax www.condonengineering.com" OVERALL SANITARY PLAN ' 1 t SUBJECT PREMISES KEY MAP SCALE 1'=600' r r no, SHEET 1 OF 2 SUPFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS DATE 7/23/25 H,S, Ref. No. C-20-0055 The sewage dlsposa4 and water Supply facilities at this location have been inspected aridior certified by this department or other agences and round to be satisfactory M _ )09TWN PAI. PE..CHIEF OFFICE OF WASTEWATER MANArEMENT COMcheck Software Version 4.1.5.1 - ' Envelope Compliance Certific P{ Project Information Energy Code: 90.1 (2016)'Standard ProjectTtle: Eastem'Long`Island Campground-2 Bedroom Cabin kocation:` Greenpgrt,hlew York Climate Zone::; ; Project Type: .New Cohstruction Vertical Glazing/Wall Area: 10%:,.:, ;.• :. .:.. . Performance Sim..Specs- EnergyPlus 8y:0 009(EPWi USA CT,,Bridgeport-Sikorsky.Mem.AP.725040 TMY3.epw) Constfuct on_Site: Owner/Aden Designer/Contractor. 9Q Queen Street Easter d Carripground John J.-Condon, E Creenport,.NY Condon Engineenng,PC 1755 Sigsbee Road Mattituck,NY-11952 631-248-1986" Building Area Floor Area. 1-Motel::Residential 499 Envelope'Assemblies , Assembly. Gross Area Cavity front. Proposed .-Budget-U- or R Value R-Value U-Factor Factortel Perimeter Roof 1:Attic'Roof with Wood Joists-[Bldg::Use 1-Motel] 409 49:0 0.0 0.021 0:021 Floor 1:Wood-Framed,[Bldg..Use 1 Motel] .499 30:0 0.0- 0.033 0.03,3 NORTH Exterior Wall 3:Wood-Framed,16":o:c:;[Bldg.Use 1-Motel] . 144 •21:0 0.0 0.062 .0.064- Window.67 Wood Frame:Operable,Perf.Specs.:Product ID CXW14, 10 — — 0.260 0.310 SHGC 0.34,vT 0.57,[Bldg.Use 1-Motel](b) Window 7:Wood Frame:Operable,Perf.Specs.:Product ID CXW14, 10 - — 0,260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) EAST Exterior Wall 2:Wood-Framed,16"o.c.,[Bldg.Use 1-Motel] 224 21.0 0.0 0.062 0.064 Window.3:Wood Frame:Operable,Pert Specs.:Product ID CW13, 5 0:260 0.31.0 -SHGC-0.34,VT0:57f,-.[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 - — 0.266 0.310 SHGC 0.34,.VT 0.57,[Bldg:Use.1-:Motel](b) SOUTH . Exterior Wall t 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: EasternIong.lsland 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 Factorr•) j� 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. Enveldpe"PASSES:Ddsign1% better than code Envelope Compliance Statements.' Corripliance Statement: The proposed envelope design.-represented in this document is:consistent with the.building plans, specifcatidris,arid'other calculations slilimrruttet with this-p erm it app.HE ion.The proposed envelope systems have been 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. e :, 'Coves, " 3 Namer�: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 CABIN #12 Fire Sprinkler Reports for Easternonglsland Campground sL �690 Queen,Street"a „ Greenport New York '� ' iF NER/ J. CpN�o �2 EZ SION APPROVED AS CNOTED DATE: Z f Z B.P..4 FEE 7,ft BY: '�_ Prepared By: NOTIFY FIRE MARSHAL AT 631-765-1802 FOR THE FOLLOWING INSPECTIONS: John Condon 1. ROUGH INSPECTION Condon Engineering,P.C. 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 0.a';. . j i Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering 7 Cabin#12 Mattituck, NY 11952 F. ►►.`• Page 2 General Project Data Report General Data Project Title: Cabin#12 Project File Name: Cabin 12..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#12 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 ftz Maximum Area Per Sprinkler: 144 ftz 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: 91.51 gpm Calculated Inflow Residual Pressure: 53.91 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/ftz 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 12.fiw Monday, February 5, 2024, 9:24 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering f' Cabin#12. Mattituck,NY 11952 •W:; Page 3 Fire Sprinkler Input Data Node lhput 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 7.78 11.00 0.00 ---- 0.000 0.0 -- 0.0 0.00 2 Sprinkler A 5.60 7.74 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 3 Sprinkler A 5.60 7.60 11.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 4 Sprinkler A 5.60 7.38 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 5 Sprinkler A 5.60 7.02 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 7.87 11.00 0.00 --- 0.000 0.0 --- 0.0 0.00 9 No Discharge ---- N/A 7.92 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 No Discharge --- N/A 8.36 11.00 0.00 10 0.000 0.0 ---- 0.0 0.00 11 No Discharge ---- N/A 8.21 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 12 No Discharge -- N/A 8.84 11.00 0.00 --- 0.000 0.0 --- 0.0 0.00 13 No Discharge ---- N/A 16.81 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 15 No Discharge ---- N/A 20.77 4.00 0.00 --- 0.000 0.0 --- 0.0 0.00 16 No Discharge ---- N/A 19.21 2.00 0.00 -- 0.000 0.0 --- 0.0 0.00 17 No Discharge ---- N/A 25.22 2.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 12.fiw Monday, February 5, 2024, 9:24 AM Fire-Fire Sprinkler Hydraulics Calculation Program r t'i ,� Elite Software Development,Inc. Condon Engineering Cabin#12 Mattituck, NY 11952 f,tifali 4 Page 4 Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate (psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 18 No Discharge --- N/A 28.94 -4.00 0.00 -- 0.000 0.0 ---- 0.0 0.00 20 No Discharge ---- N/A 31.82 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 30 No Discharge --- N/A 35.73 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 31 No Discharge ---- N/A 37.01 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 32 No Discharge -- N/A 37.42 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 33 No Discharge ---- N/A 41.50 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 35 No Discharge ---- N/A 41.88 -4.00 0.00 --- 0.000 0.0 --- 0.0 0.00 36 No Discharge --- N/A 44.88 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 37 No Discharge ---- N/A 53.60 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 40 No Discharge --- N/A 53.91 -4.00 0.00 -- 0.000 0.0 --- 0.0 0.00 C:\...\Cabin 12.fiw Monday, February 5, 2024, 9:24 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. �. Condon Engineering Cabin#12 Mattifuck;NY 11952 Page 5 Fire Sprinkler Input Data ace .,ti.,r�ri' b �pelll7�p�U't ®�.atai"°.' •LRe�.,a} t� " �� ,�ciU ',•r- 1 '� .f: ",' ° ,rx'` �.''.��, f � ry '° +xo 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 11 BLAZEMASTER CPVC 1.000 0 T 5.00 5.00 10.00 150 2 11 BLAZEMASTER CPVC 1.000 0 T 6.00 5.00 11.00 150 3 9 BLAZEMASTER CPVC 1.000 0 T 2.50 5.00 7.50 150 4 8 BLAZEMASTER CPVC 1.000 0 E 6.00 7.00 12.00 150 5 7 BLAZEMASTER CPVC 1.000 0 ET 9.50 12.00 21.50 150 6 7 BLAZEMASTER CPVC 1.000 0 ET 10.00 12.00 22.00 150 7 8 BLAZEMASTER CPVC 2.000 0 1.60 0.00 1.50 150 8 9 BLAZEMASTER CPVC 2.000 0 3.00 0.00 3.00 150 9 10 -BLAZEMASTER CPVC 2.000 0 T 5.50 10.00 15.50 150 10 12 SCHED 40 STEEL BLK 2.000 0 E 2.50 3.50 6.00 120 11 10 BLAZEMASTER CPVC 2.000 0 T 7.50 10.00 17.50 150 12 13 SCHED 40 STEEL BLK 2.000 0 E 15.00 3.50 18.50 120 13 15 SCHED 40 STEEL BLK 2.500 0 2ET 101.00 16.90 117.90 120 15 16 SCHED 40 STEEL BLK 2.000 0 2E 6.00 7.00 13.00 120 16 17 Backflo Prev 6.000 Loss 17 18 SCHED 40 STEEL BLK 2.000 0 2E 7.00 7.00 14.00 120 18 20 SCHED 40 STEEL BLK 2.000 0 T 29.00 7.10 36.10 120 20 30 SCHED 40 STEEL BLK 4.000 0 10E 1190.00 71.00 1261.00 120 30 31 SCHED 40 STEEL BLK 4.000 0 EL 400.00 11.30 411.30 120 31 32 SCHED 40 STEEL BLK 4.000 0 T 120.00 14.20 134.20 120 32 33 SCHED 40 STEEL BLK 3.000 0 2LT 332.00 17.70 349.70 120 33 35 SCHED 40 STEEL BLK 4.000 0 EL 111.00 11.30 122.30 120 35 36 Backflo Prev 3.000 Loss 36 37 SCHED 40 STEEL BLK 2.000 0 2L 105.00 4.20 109.20 120 37 40 SCHED 40 STEEL BLK 6.000 0 T 712.00 21.40 733.40 120 C:\...\Cabin 12.fiw Monday, February 5, 2024, 9:24 AM Fire-Fire Sprinkler Hydraulics Calculation Program - Elite Software Development,Inc. Condon Engineering /.! '' Cabin#12• Mattiftidk, NY' 11952 r riiw.; Page 6 Fire Sprinkler Output Data Overall Node<Groupi'ngs;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 -15.62 15.62 0.00 0.00 7.78 2 11 0 -15.58 15.58 0.00 0.00 7.74 0.00012 3 9 0 -15.44 15.44 0.00 0.00 7.60 0.00012 4 8 0 -15.21 15.21 0.00 _ 0.00 7.38 0.00010 5 7 0 -14.83 14.83 0.00 0.00 7.02 0.00008 6 7 0 -14.82 14.82 0.00 0.00 7.00 0.00009 7 5 0 14.83 0.00 0.00 0.00 7.86 -0.00009 7 6 0 14.82 7 8 0 -29.65 8 4 0 15.21 0.00 0.00 0.00 7.87 0.00000 8 7 0 29.65 8 9 0 -44.86 9 3 0 15.44 0.00 0.00 0.00 7.92 0.00000 9 8 0 44.86 9 10 0 -60.30 10 9 0 60.30 0.00 0.00 0.00 8.36 0.00000 10 12 0 -91.5.1 10 11 0 31.21 11 1 0 15.62 0.00 0.00 0.00 8.21 0.00000 11 2 0 15.58 11 10 0 -31.21 12 10 0 91.51 0.00 0.00 0.00 8.84 0.00000 12' 13 0 -91.51 13 12 0 91,51 0.00 0.00 0.00 16.81 0.00000 13 15 0 -91.51 15 13 0 91.51 0.00 0.00 0.00 20.77 0.00000 15 16 0 -91.51 16 15 0 91.51 0.00 0.00 0.00 19.21 -0.03843 16 17 0 -91.55 17 16 0 91.55 0.00 0.00 0.00 25.22 0.03843 17 18 0 -91.51 18 17 0 91.51 0.00 0.00 0.00 28.94 0.00000 18 20 0 -91.51 C:\...\Cabin 12.fiw Monday, February 5, 2024, 9:24 AM Fire-Fire Sprinkler Hydraulics Calculation Program Z Elite Software Development,Inc. .Condon Engineering Cabin#12 Mattifuck,NY 11952 , .'+ Page 7 Fire Sprinkler Output Data O�erafl� Node Groupings--�Output;Data (cont'd) Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure(psi) Node (gpm) 20 T8 0 91.51 0.00 0.00 0.00 31.82 0.00000 20 30 0 -91.51 30 20 0 91.51 0.00 0.00 0.00 35.73 0.00000 30 31 0 -91.51 31 30 0 91.51 0.00 0.00 0.00 37.01 0.00000 31 32 0 -91.51 32 31 0 91.51 0.00 0.00 0.00 37.42 0.00000 32 33 0 -91.51 33 32 0 91.51 0.00 0.00 0.00. 41.50 0.00000 33 35 0 -91.51 35 33 0 91.51 0.00 0.00 0.00 41.88 -0.03843 35 36 0 -91.55 36 35 0 91.55 0.00 0.00 0.00 44.88 0.03843 36 37 0 -91.51 37 36 0 91.51 0.00 '0.00 0.00 53.60 0.00000 37 40 0 -91.51 40 37 0 91.51 0.00 0.00 -91.51 53.91 C:\...\Cabin 12.fiw Monday, February 5, 2024, 9:24 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering �� '� Cabin#12 Mattituck, NY 11952 Page 8' Fire Sprinkler Output Data - Overall Pipe Output;Data Beg. Nodal Spk/Hose Residual Nom. q (gpm) F. L./ft Pipe-Len.Dia. PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 5 5.60 11.00 14.83 7.02 1.00 14.83 0.03916 9.50 0.842 7 0.00 11.00 0.00 7.86 1.101 14.83 ET 12.00 0.000 BLAZEMASTER CPVC 150 5.00 0 21.50 0.842 6 5.60 11.00 14.82 7.00 1.00 14.82 0.03907 10.00 0.860 7 0.00 11.00 0.00 7.86 1.101 14.82 ET 12.00 0.000 BLAZEMASTER CPVC 150 4.99 0 22.00 0.860 4 5.60 11.00 15.21 7.38 1.00 15.21 0.04103 5.00 0.492 8 0.00 11.00 0.00 7.87 1.101 15.21 E 7.00 0.000 BLAZEMASTER CPVC 150 5.13 0 12.00 0.492 7 0.00 11.00 , 0.00 7.86 2.00 0.00 0.00765 1.50 0.011 8 0.00 11.00 0.00 7.87 2.003 29.65 ----- 0.00 0.000 BLAZEMASTER CPVC 150 3.02 0 1.50 0.011 3 5.60 11.00 15.44 7.60 1.00 15.44 0.04218 2.50 0.316 9 0.00 11.00 0.00 7.92 1.101 15.44 T 5.00 0.000 BLAZEMASTER CPVC 150 5.20 0 7.50 0.316 8 0.00 11.00 0.00 7.87 2.00 0.00 0.01646 3.00 0.049 9 0.00 11.00 0.00 7.92 2.003 44.86 ----- 0.00 0.000 BLAZEMASTER CPVC 150 4.57 0 3.00 0.049 9 0.00 11.00 0.00 7.92 2.00 0.00 0.02845 5.50 0.441 10 0.00 11.00 0.00 8.36 2.003 60.30 T 10.00 0.000 BLAZEMASTER CPVC 150 6.14 0 15.50 0.441 11 0.00 11.00 0.00 8.21 2.00 0.00 0.00841 7.50 0.147 10 0.00 11.00 0.00 8.36 2.003 31.21 T 10.00 0.000 BLAZEMASTER CPVC 150 3.18 0 17.50 0.147 1 5.60 11.00 15.62 7.78 1.00 15.62 0.04310 5.00 0.431 11 0.00 11.00 0.00 8.21 1.101 15.62 T 5.00 0.000 BLAZEMASTER CPVC 150 . 5.26 0 10.00 0.431 2 5.60 11.00 15.58 7.74 1.00 15.58 0.04289 6.00 0.472 11 0.00 11.00 0.00 8.21 1.101 15.58 T 5.00 0.000 BLAZEMASTER CPVC 150 5.25 0 11.00 0.472 10 0.00 11.00 0.00 8.36 2.00 0.00 0.07979 2.50 0.479 ,12 0.00 11.00 0.00 8.84 2.067 91.51 E 3.50 0.000 SCHED 40 STEEL BLK 120 8.75 0 6.00 0.479 12 0.00 11.00 0.00 8.84 2.00 0.00 0.07979 15.00 1.476 13 0.00 -4.00 0.00 16.81 2.067 91.51 E 3.50 6.495 SCHED 40 STEEL BLK 120 8.75 0 18.50 7.971 C:\...\Cabin 12.fiw Monday, February 5, 2024, 9:24 AM Fire-Fire Sprinkler Hydraulics Calculation Program , . Elite Software Development,Inc. Condon Engineering ''.`t Cabin#12 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) 13 0.00 -4.00 0.00 16.81 2.50 0.00 0.03358 101.00 3.959 15 0.00 -4.00 0.00 20.77 2.469 91.51 2ET 16.90 0.000 SCHED 40 STEEL BLK 120 6.13 0 117.90 3.959 15 0.00 -4.00 0.00 20.77 2.00 0.00 0.07979 6.00 1.037 16 0.00 2.00 0.00 19.21 2.067 91.51 2E 7.00 -2.598 SCHED 40 STEEL BLK 120 8.75 0 13.00 -1.561 16 Backflo 2.00 19.21 91.55 Prev 17 6.00 psi 2.00 25.22 17 0.00 2.00 0.00 25.22 2.00 0.00 0.07979 7.00 1.117 18 0.00 -4.00 0.00 28.94 2.067 91.51 2E 7.00 2.598 SCHED 40 STEEL BLK 120 8.75 0 14.00 3.715 18 0.00 -4.00 0.00 28.94 2.00 0.00 0.07979 29.00 2.880 20 0.00 -4.00 0.00 31.82 2.067 91.51 T 7.10 0.000 SCHED 40 STEEL BLK 120 8.75 0 36.10 2.880 20 0.00 -4.00 0.00 31.82 4.00 0.00 0.00310 1190.00 3.914 30 0.00 -4.00 0.00 35.73 4.026 91.51 10E, 71.00 0.000 SCHED 40 STEEL BLK 120 2.31 - 0 1261.00 3.914 30 0.00 -4.00 0.00 35.73 4.00 0.00 0.00310 400.00 1.277 31 0.00 -4.00 0.00 37.01 4.026 91.51 EL 11.30 0.000 SCHED 40 STEEL BLK 120 2.31 0 411.30 1.277 31 0.00 -4.00 0.00 37.01 4.00 0.00 0.00310 120.00 0.417 32 0.00 -4.00 0.00 37.42 4.026 91.51 T 14.20 0.000 SCHED 40 STEEL BLK 120 2.31 0 134.20 0.417 32 0.00 -4.00 0.00 37.42 3.00 0.00 0.01166 332.00 '4.077 33 0.00 -4.00 0.00 41.50 3.068 91.51 2LT 17.70 0.000 SCHED 40 STEEL BLK 120 3.97 0 349.70 4.077 33 0.00 -4.00 0.00 41.50 4.00 0.00 0.00310 111.00 0.380 35 0.00 -4.00 0.00 41.88 4.026 91.51' EL 11.30 0.000 SCHED 40 STEEL BLK 120 2.31 0 122.30 0.380 35 Backflo -4.00 41.88 91.55 Prev 36 3.00 psi -4.00 44.88 C:\...\Cabin 12.fiw Monday, February 5, 2024, 9:24 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering `3 Cabin#12 Mattituck,NY 11952 E, Page 10 Fire Sprinkler Output Data Overall Pipe Dutput Data (confd) Beg. Nodal Spk/Hose Residual Nom. q (gpm) F. L./ft Pipe-Len.Dia. PF-(psi) Elevation Q(gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 36 0.00 -4.00 0.00 44.88 2.00 0.00 0.07979 105.00 8.713 37 0.00 -4.00 0.00 53.60 2.067 91.51 2L 4.20 0.000 SCHED 40 STEEL BLK 120 8.75 0 109.20 8.713 37 0.00 -4.00 0.00 53.60 6.00 0.00 0.00042 712.00 0.309 40 0.00 -4.00 0.00 53.91 6.065 91.51 T 21.40 0.000 SCHED 40 STEEL BLK 120 1.02 0 733.40 0.309 C:\...\Cabin 12.fiw Monday, February 5, 2024, 9:24 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering E F F`•3 Cabin#12 Maftituck, NY 11952 }d,iil:`• Page 11 Fire Sprinkler.Output Data Overall Sprinkler Output Data Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler g Sprinkler Elevation Pressure 2 Density Discharge Node No. Code KFactor(K) (feet) (psi) (ft ) (gpm/ft2) (gpm) 1 A 5.60 11.00 7.78 144.00 0.108 15.62 2 A 5.60 11.00 7.74 144.00 0.108 15.58 3 A 5.60 11.00 7.60 144.00 0.107 15.44 4 A 5.60 11.00 7.38 144.00 0.106 15.21 5 A 5.60 11.00 7.02 144.00 0.103 14.83 6 A 5.60 11.00 7.00 144.00 0.103 14.82 Sub Totals For Group A 864.00 0.106 9151 Totals For All Groups 864.00 0.106 91.51 C:\...\Cabin 12.fiw Monday, February 5, 2024, 9:24 AM f Fire-Fire Sprinkler Hydraulics Calculation Program _ Elite Software Development,Inc. Condon Engineering ! ;3 Cabin#12 Mattituck;NY 11952 r, Page 12 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: 91.51 gpm Average Sprinkler Flow: 15.25 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity( In Pipe 10- 12) 8.75 .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: 0.0067 psi Actual Average Nodal Pressure Imbalance: 0.0021 psi Actual Maximum Nodal Flow Imbalance: 0.0384 gpm Actual Average Nodal Flow Imbalance: 0.0059 gpm Overall Network Summary Number Of Unique Pipe Sections: 25 Number Of Flowing Sprinklers: 6 Pipe System Water Volume: 2458.85 gal Sprinkler Flow: 91.51 gpm Non-Sprinkler Flow: 0.00 gpm Minimum Required Residual Pressure At System Inflow 53.91 psi Node: Demand Flow At System Inflow Node: 91.51 gpm C:\...\Cabin 12.fiw Monday, February 5, 2024, 9:24 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering f`f `� Cabin#12 Mattituck;NY 11952 r -Page 13 Fire Sprinkler Output Data '7 '10 e,. Hydraulic�SupplyDemandGraphp� }�, 3y � }, k � 4� y � � 100 90 80 70 66 U) Q � 60 � 52 � 50 N 42 ^L L 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: 53.91 psi Calculated Flow Rate: 91.51 gpm Excess Available Residual Pressure At Calculated Flow: 12.01 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 15.50 psi C:\...\Cabin 12.fiw Monday, February 5, 2024, 9:24 AM