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Home My WebLink About49741-Z oF souryo`o Town of Southold f * P.O. Box 1179 io 53095 Main Rd UNi :� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46608 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. 49741 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 #8 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: 49741 07/21/2025 PLUMBERS CERTIFICATION: Jorge Naranjo 04/04/2025 uthor ze Si ature �O�S�iFf01 TOWN OF SOUTHOLD aye BUILDING DEPARTMENT H x 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#: 49741 Date: 9/20/2023 Permission is hereby granted to: HNF Resorts LI LLC PO BOX 89 Greenport, NY 11944 To: (cabin #8) legalize "as built" seasonal cabin in existing campground as applied for per. ZBA, Planning & SCHD approvals. Replaces 46355. 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 �o�SUFFac�.co TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • 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#: 46365 Date: 6/4/2021 Permission is hereby granted to: HNF Resorts LI LLC 690 Queen St Greenport, NY 11944 To: (cabin #8) 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 12/412022. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $975.20 CO-COMMERCIAL $50.00 Total: $1,025.20 Bu' ing Inspector pF SOUr��l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q C4UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: HNF Resorts LI LLC Address: 64500 CR 48 CABIN 8 City: Greenport St: NY Zip: 11944 Building Permit#: 49741 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 I— Service Solar 1- Outdoor W 1st Floor Wl Pool r Spa (— Renovation 2nd Floor 1 Hot Tub 1— Generator r Survey Attic rl"I Garage Battery Storage Fri INVENTORY Service 1 ph r,7 Heat Duplec Recpt 31 Ceiling Fixtures 5 Bath Exhaust Fan 1 Service 3 ph I' Hot Water 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 9 4'LED Exit Fixtures :J Other Equipment: Fridge, Micro Notes: Cabin 8 Inspector Signature: X. Date: July 21, 2025 Sean Devlin Electrical Inspector sean.devl in(cD-town.southold.ny.us 64500CR48Cabin8 F01�C' Town Hall Annex Telephone 54375 Main Road s� phone(631).765-1802 P.O.Box 1179 ': Southold, NY 11971-0959 ca, ~` r . U BUILDING DEPARTMENT TOWN OF SOUT14OLD A P.R 4 2025 CERTIFICATION Date: Building Permit No. & g l Owner: NV 1-1 (Please print Plumber: oc��c1 to (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I%lead. V(-P-Iu:—rnbers gnature). Sworn to be ore me'ti- s � day f 20 ADVENDIZO TORRES NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01T06231053 Notary Public,. �d County Qualified in SUFFOLK County Commission Expires 11/22/2026 1 hO�a0EsoUTy0lo ` '7 TOWN OF SOUTHOLD BUILDING DEPT. Coum, 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 2 INSPECTOR r OF 50U1y�6 L f q 1 ' * # TOWN OF SOUTHOLD BUILDING DEPT. o m��' 631-765-1802 I 'NSPECTION [ ] 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: 4n < I DATE INSPECTOR g SOGly�lo 7 _-r — K/ � Soo # # TOW O SOUTHOLD BUILDING DEPT.. y OU�m� 631-765-1802 . INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ,ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] 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: 16 C /n DATE (o INSPECTOR a souryO� # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION , [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM RKS• 14yi r%( VA� p DATE ZD INSPECTOR pF 50UTyOlo # � SOU O TOWN F THOLD BUILDING DEPT. - v O 4outmN 631-765-1802 INSPECTION . [ ] FOUNDATION I 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: Yl �i�, 0 44? Is r r vft- �*d- Oaq ' Tw M5 62� s ko Lkll�m Vf%t DATE . INSPECTOR vw OF SOUTy�Io * # TOWN OF SOUTHOLD BUILDING DEPT. "Coin N 631-765-1802 (�[ INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] 'FOUNDATION 2ND [ ;,,,IN ATIOWCAULKING FRAMING /STRAPPING [ FINAL [ j FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] ' RENTAL REMARKS: �a - Elm Mq o& win d� - DATE INSPECTOR ho��OF SOUTyo� # TOWN OF .SOUTHOLD BUILDING DEPT. °� courm��''�� 631-765-1802 INSPECTI-ON . [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLI3G. [ ] FOUNDATION 2ND [ ] IN ATION/CAULKING [ ] FRAMING /STRAPPING [ .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) , [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL 1 REMARKS: j l llA VIA^. A"jAin, (&m. �� 5 OVA � VYwS Sin � V Ua qF7 AIX I IKJ WIN kl�-iimA ®WAIW.-- VA- 2TV 0) INSPECTOR 1 • r ho��OF SO(/TyO� # TOWN OF SOUTHOLD BUILDING DEPT. coutm, 631-765-1802 1 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ]. R OUG G� [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: S i*Ox _ Wu -pd 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 condonengineering.com October 14, 2021 E C E 0 D OCT 19 2021 Mr. Mike Verity BUILDING DEPT. Chief Building Inspector TOWN OF SOUTHOLD Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Eastern Long Island Camp Ground Cottage Footings-690 Street, Greenport. Permit#s 46347, 46348, 46349,46350,46351, 46353, 4635 46355 6356, 46457,46358, 46359,46360, 46361, 46362,46363, 46364, 46365, 46366, 46367 Dear Mr.Verity: l 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. P� 14 `v. 0 ; CID F 051684 ��FESSION�' Condon Enganeering9 P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condonengineering.com V November 25, 2021Vs 0 2p25 Mr. Mike Verity �P� 2 CIA Chief Building InspectorSouthold 53095 Route 256uilding Department ��`®6 �®, ® P.O. Box 1179 Ac 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?. ` , . ��A 051684 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.D. Box 1179, Southold NY 11971 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 2001bs 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. 1 slow LIC#019767 Condon Engineering, P C New York State Licensed Professional Engineers '�8G�g�1- - 1755SiQebee Road 63 88otUtuck. New York 11953 Fmo63i'2S8'2G51 condonanginemhn0.cmm , November 27. 2O24 DEC — 6 2024 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53U85 Route 25 P.D. Box 1178 Goutho|d, New York 11971 Re: Eastern Long Island Camp Ground Cottage Footings-88O Queen Street, Gneanport Dear Mr. Vehty� ' | inspectedthep|unnbin8inthePavi|ion, andcottages#4,#S,#6,#7,#8,#8,#11,#12,#1Oand#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 nneat831-288-1889. Yours truly, 051684 ' 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 t: F E 0 - 3 2025 f 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 NEYI J. C 0,9 A `�Fj� 0516 84 ��V Job Name: North Fork Cottages&RV Resort - rwwrww Installing Company: Boss Systems XR750/XRSSO SERIES STANDBY BATTERY POWER CALCULATIONS Standby Current -a "tea;. ' Alarm Cu►ret+t qty;' mA -•;Total mA- .Total mA l _.. r. XR150/XR550 Series Control Panel t X 174 = 174 1 X 217 = 217 Relay.Oatputs 1.21ON)', Y' .'" �4. 0 '? '.LJ(a e„; .30, ,0 s:. :0,,.., r XS, ?..'30 0: Switching Grounds 3-6(ON) 0 X 5 = 0 0 X 5 = 0 fiA 4. 16' . _ n )(� 2`.• Active Zones 9-10 0 X 4 - 0 0 X 30 - 0 12-Wire:Smokes`; ?, 0- X 0 X 01, 0" Panel Bell Output(1500 mA max) 0 0 ..,a'AuK pqw4 devices ich7e"_rminals7and.11,(Other,thih,keyo6dsand:LX=Bus modules) X. 2W-BLX,2WT-BLX Smoke Detectors 0 X 15 - 0 0 X 35 = 0 263LTE`Celfular Comrrlurucator 20 ii.,t 6';.X 20 >:20 263LTE-FN Cellular Communicator - 0 X 6 - 0 0 X 7 - 0 2T7Buiiei'Module ::>'- i,�, ;.. •`..,. .:.t d:;_'.' .. _r_ x. h , 0: ...X" 5'>ri ..k'`:}.:� D :5.`;0 r,.,X ,:5 _ 0::'; 630F Remote Fire Command Center 0 X 63 = 0 0 X 92 - 0 7830E-Fre Command Keypad ,: 708 Bus Extender _ 0KX 10 - 0 0 X 10 = 0 710 BusSplitter/Repeater.Module •.' :::.... •' -+:•.:.... ..-0,:: 0 ?0.711 Zone Expansion Module 0 11 - 0 0 X 11 = 0 e Zone;(EOLlnstalled0X 2 .0711 S Zone Expansion Module 0 4.2 - 0 0 X 4.7 = 0 772-8:Torie,EzpansionModule> x a 0 77;; 0 0; X 77r% = 0rActive Zones(EOL Installed) D 1.6 - 0 0 X 2 - 0 7.14•Zone'EzpanslomModule_,..'.: ..•. .. . ry. r.: ".,,,r', -,:o:. X 7 r:r s. 0 Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 - 0 774 8 774?76'Zo{te EzpansiomModule' 0 X' 20:.. 0 0, X 20 0, Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 - 0 715 Zone•Expansion Module 0. X " 7" 0 0 )( `7 r' 0' Active Zones(EOL Installed) 0 X 4 - 0 0 - X 30 - 0 "2-Wire Smoke 0 �f: O,Y, 0 0 X 0.7 - 0, 715-8,715-16 Zone Expansion Modules 0 X 20- - 0 0 X 20 - 0 ::'Active Zones(EOL Installed) 1 0. X. :,4.r - 0 ¢. . 0 X =d0 2-Wire Smokes 0 X 0.1 = 0 0 X 0.1, = 0 J16;Output'Expansion Module Active Form C Relays 0 X - 0 0 X 12 = 0 71ZGraphic Annunciator Module.i' :> .. „., '0. X;;;. 10 0.":': 0 ;X .10 0 Annunciator Outputs 0 X - 0 0 X 1 - 0 734Wiegaridlntedace:Module, c Pci, Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 - 0 , , X:�. Annunciator(ON) .. 'X Proximity Reader - 0 X 200 - 0 0 X 200 - 0 736P.POPITdnterface Module = a}. ., '0 X; 25,'.; 'i'-. , 0 a0r,• X. <'25,„; 0 .. .. .�. ., ,. `..�.. .. �,.,..,v ., Radionics Popex,Octopopit,Popits - 0 X = 0 0 X _ 0 0 <0736V:V-Plex Module 45 . 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 = 0 861 0 Re)aY Output Module,one relay active 0 X 34 ___ 0 0 X 34 _ = 0 All four relays active 0 X 138 = 0 0 X 138 = 0 865 Style y or Z Notification:Module 0"': X,`,-, ;26 _ ` 0 0 866 Style W Notification Module 0 X 45 = 0 0 X 76 = 0 867.LX=bus Style W Notification Module? ';...,.' _.-: X.:r: ',.:.30�-: '. :.. � .: 0 0' .i�YX'.,N ,tiff',;' 869 Dual Style D Initiating Module 0 X 25 = 0 0 X 75 = 0 893A DuatPhone Line Module_- ° , :`: z.,_ 0•` X' -, 72: S,, Y 0..' 0 „X , Sff o_.. 11OOX Wireless Receiver 0 X 25 - 0 0 X 35 = 0 1106X14 WirelessHigh:Power.Receiver. :`., ,. ;•t 3 0" X a,. ,i 75 ;0. ;'0,: i?X„ 0.' w 7060/7160 Thinline/7060A Aqualite Keypad 0 X 72 - 0 0 X 87 = 0 7063g163Thiniine/7063AAqualfte'Keypad =•;' •0,, X ., 100 7070/7170 Thinline/7070A Aqualite Keypad 0 X 72 = 0 0 X 87 = 0 Actave2ones(EOL'Installed)7073/7173 Thinline/7073A Aqualite Keypad 0 X 85 - 0 0 X 100 = 0 Actit a Zones(EOL Installed) X: r.1.6 0 X; 0'. 7872 Graphic Touchscreen Keypad 0 X 145 - 0 0 X 215 = 0 Active Zones(EOL Installed) _,, 0:• X.: "1[6'' ';t . 0 0, `- 7873 Graphic Touchscreen Keypad 0 X 143 - 0 0 X 243 = 0 Active Zones(EOL)nstalled "'-i' ;- r`:'_ _.` O X,,": •".1:6 - 0: 0 :X ._ °2 ,�0 ' )„ c 8860 Graphic Touchscreen Keypad 0 X 300 - 0 0 X 350 = 0 Aux Powered Devices'• 'no300.` Aux.Powered Devices 0 X - 0 0 X - 0 Auz.Powered Devices' :F 0. X`, p 0 X... . -a n Aux.Powered Devices 0 X = 0 0 X 0 •- Aux Powered Devices, 0 X- - D 0. X - 0 Aux.Powered Devices '0 X - 0 0 X = 0 ::Aux.Powered Devices " , : i' 0- X;` 0 0: Aux.Powered Devices 0 X = 0 0- X = 0 Aux Powered.Devices X. X •Based on 10%active zones in alarm Total Standby inA 200A i':„tTotal.AlarmmA,: > - :_�539 Required Minimum Alarm Time in minutes ''<_W .,."Y'.x` 5 Minutes X Total Alarm mA 539 = Total Required Alarm Current 44.917 mAh Total Standby mA 2004 mA Numherofstaridbyiioursneeded 24 h. ! Total number of standby mA hours = 4810 mAh Totahreowred afamtcurrent(rounded) ; Total number of mA hours = 4855 mAh Contingattcyfactor' + Total number of mAh _ 5826 mAh ConverimAhto Ah•> 1000 h sr St Atnp� Battery hours required For more information,refer to the Standby Battery Selection section of the XR150/XR550 Series Installation Guide(LT-1233). Thls spreadsheet calculator has not been evaluated by UL. %Also M51111 Page 2 d3 OFFICE LOCATION: so jy MAILING ADDRESS: Town Hall Annex �� f P.O. Box 1179 54375 State Route 25 ~ d Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) y Telephone: 631 765-1938 Southold,NY • �� www.southoldtownny.gov October 22, 2025 PI ANNING,EOARD OFFICE TOWN OF SOUTHOLD OCT L 2 2025 L;�' Ms. Patricia C. Moore, Esq. Tioln"A9'! ent 51020 Main Road r Southold, NY 11971 Re: Approved Amended Site Plan for Eastern Long Island Kampground Cabins 64500 CR 48, Greenport SCTM#1000-40.-3-5 Dear Ms. Moore: The Planning Board has found that the requirements of the above-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, Brian A. Cummings Senior Planner cc: Michael Verity, Chief Building Inspector Sean Magnuson, Owner FIELD INSPECTION REPORT DATE COMMENTS b FOUNDATION(IST) -------------------------------------- FOUNDATION(2ND) gn z 0 ROUGH FRAMING& 0 PLUMBING tt v1 " ' r INSULATION PER N.Y. y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS (Z fo _ 3 �alk oID �irc if Yt� 1. 661tS tok CK �Z i " c 1 J � z n • e� Qx ad _ kA H �s�`wt too TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMITL"�J \ For Office Use Only r D PERMIT NO. Building Inspector: - APR 1 4 2021 Applications and forms must be`filled out m their entirety Incomplete _T_,_ _,. applications will not be accepted Where the Applicant is not the owner,an 111 - Owner's Authonza#ion form{Page 2)shall be completed r Y � rr� Date:4/12/21 ONERS)OF PROPERTY UNIT W # ,:a k �N F Name:HNF RESORTS INC. I'SC.T',M#1000-40.-3-5 Physical Address:690 QUEEN STREET, GREENPORT, NY 11944 Phone#:631-477-0022 Email:INFO ELIKAMPGROUND.COM Mailing Address:690 QUEEN STREET,YGREENPORT,, NY 19944 CQNTACTPERSON x E Name:SEAN MAGNUSON Mailing Address:SAME AS ABOVE Phone#:631-953-3899 Email: DESIGN PROFESSIONAL jNFORMATION+ ' j Name:CONDON ENGINEERING Mailing Address:1755 SIGSBEE RD.MATTITUCK NY Phone#:631-298-1986 Email:CONDONENG@OPTONLINE.NET CONTRACTOR INFORMATION w -4 Name:SEE ATTACHED Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION, ONE BEDROOM CABIN M� � ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? Dyes ®No 1 PROPERTwINEORMATION Existing use of property:TOURIST CAMP intended use of propenv:TOURIST CAMP Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ®Yes ONo IF YES, PROVIDE A COPY. " -"heck Box)(After R� ea ing:.Jhd 6wh&I phiri6ibi/desiiii.professional, s.resp. ns!. Chapter 236 of the Town Code APPLICATIQN IS HEREBY MApE to the !d -'-f S611d1jjj--Permit p6 -4 the�suildl p 0 8!%-�I r , "- I I qF41,0#hco ofahe ToWfi'&Sbilth6l&s44A,166tv New'-yo Regulatwns;for the construction of buildings, ag,hdre, pphcaq agrees to .-oMpt'y W t ;a IC honed inspectors on premises and m building(s)for:necessary inspectionsi,Fgk,se,statements:made.herein.are, I punishable:es a So W Class' bntt6 Sdetl6h 21 Application Submitted By(print n'me): I@Authorized Agent []Owner - ----- ------- Signature of Applicant: C NNIE D.BUNWte: —Notary-Public,-State-of New-.York------------- No.01 BU6165050 STATE OF NEW YORK) Qualified In Suffolk County SS: Commission Expires April 14, COUNTY OF A-- e being duly sworn,deposes and says that(s)he is the applicant (Name of individual signinfi contract) above named, (S)he is the Ll"?Z &0it (Contra or,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 )'�" lday of 20� Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 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 aOw �'s Sig r(7'(>de Date A USON Print Owner's Name 2 `f BOARD MEMBERS Southold"Town Hall Leslie Kanes Weisman,Chairperson. O��OF S�UTyO! 53095 Main Road•P.O.Box 1179 O Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes y a� Town Annex/First Floor, Robert Lehnert,Jr: ` 54375 Main Road(at Youngs Avenue) Nicholas Planamento yC ' Southold,NY 11971 httpJ%sou#hol.dtownny.govRECE I . ZONING BOARD OF APPEALS 3�Q TOWN OF SOUTH OLD AUG 2 5 2020 Tel.(631)7654809•Fax(631)765-9064 Souk , ld Town Clerk FINDINGS,DELIBERATIONS.AND DETERMINATION MEETING OF AUGUST 20,2020 ZBA FILE No.:7384SE. NAME OF APPLICANT: MW Resorts Inc PROPERTY LOCATION: 690 Queen.Street,Greenport,NY SCTM No. 1000-40-3-5 SERA DETERMINATION: The.Southold Town Zoning.Board of Appeals declared Lead Agency status for .the SEQRA review, of.the _special exception application and an uncoordinated review was conducted. It-Was determined thactlus is an Unlisted Action pursuant to State Environmental Quality Review.Act(SEQRA) 6 NYCRR,Pa tt.617; as.it does not meet any of the thresholds of a Type.LActton, not does it meet any of the criteria on.the Type II list,of actions and thatthe Southold Town Zoning Board of Appeals;pursuant to SEQRA,hereby made a determination of non-significance.for the proposed,action and grants a Negative-Declaration. SUFFOLK.COUNTY ADMINISTRATIVE CODE: This application was referred-as required,under the Suffolk County Administrative Code Sections A.14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 24, 2020 stating that this application is considered a matter for. local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. TOWN OF SOUTHOLD PLANNING BOARD: The Planning Board offered comments on this application in their June 24, 2020 memorandum. The Planning Board generally has no objection to the Special Exception and cabin size due to the fact that the existing site and.use thereof received Special Exception approval in 1976 and Site Plan approval in 1976 and 2005. The Planning Board currently has not endorsed a Site Plan for this proposal and reserves the right to make any necessary changes to the Site Plan after reviewing all proposals thoroughly. PROPERTY FACTS/DESCRIPTION: Subject property consists of 23.61 acres located in the Resort Residential (RR)Zoning District. The property is a campground with both mobile&tent sites currently available. The property is improved with an office/bathroom facility, sites for mobile homes, and tent camping sites. BASIS OF APPLICATION: Request for Special Exception per Code Section 280-35B(5) and Town Code Article 1, Section 253-1, the applicant is requesting permission to alter the existing Tourist and Page 2,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 Trailer campground by removing twenty(20)tent sites.and constructing twenty(20)seasonal cottages, as well as variances for twenty(20) cottages measuring 504 sf where the code only allows cottages to measure a maximum of 450 SF in size; located at; 64500 County Rd 48,Greenport,SCTM# 1000-40-3-5 VARIANCE RELIEF REQUESTED: The applicant's proposal was amended to convert 33 existing tent camping sites to 20 seasonal use cabins of approximately 504 sq. ft. with an exterior covered porch, where only 450 sq. ft. cabins are allowed. The cabin floor plans also depict a 90 sq.ft. covered porch to be attached to the cabins for an overall size of 594.sq. ft.. In addition, a. 600 sq. ft. pavilion with an . exterior deck will also be constructed. ADDITIONAL INFORMATION: The proposed 20 cottage sites are a reduction of the currently 33 existing tent.sites. There,are certificates of occupancy for all of the existing campground buildings & inground swimming pool. The current site:plan was approved in 2006,and:allows for 63 seasonal RV sites, 90 short term:RV/Pop Up sites, and 33 tent sites. The site plan also approv es,186 parking spots with an 80-car overflow. The original campground& trailer park came about from a Special Exception permit approval ZBA file#2147 dated July 22, 1976. A Letter of No-Jurisdiction was issued by the New York State Department of.Conservation (NYSDEC) indicating that no permit is required from the agency, but advised.that no construction, disturbance,. clearing or sedimentation of any kind may take place within 100 feet of NYS regulated freshwater wetlands without a permit. SPECIAL EXCEPTION: FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6,2020 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and:surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following.fndings: . The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280- 142 and finds: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. The subject property has legally existed as a tourist camp since 1976 without adverse impacts B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts.No new uses are beingproposed in.this application. C. That the safety; the health, the welfare,the comfort,the convenience or the order of the town will not be adversely affected by the proposed use and its location. The proposed cabins will meet all county sanitary regulations and will be serviced by Suffolk County Water and Greenport Village Sewer System. The site is readily accessible to fire and police protection. — - ----D Thatthe-use-wi-li-be-i--harmony-with-and-promote-the-general-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. 1000740-3-5 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, equipmentand 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 f re truck on site G.That the proposal shalt 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 oeaton 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,assurethe public safety. D. The availability of adequate and proper public,or private water supply and facilities for the treatment;removal or dischar e;of sewage,refuse or other effluent.(whethez liquid, solid, gaseous or otherwise)`that may be caused or created by or as a result of.the use: E. Whether the use or the materials incidental thereto or produced thereby may.give.off obnoxious gases;odors,smoke or soot F. Whether the use will cause disturbing emissions of electrical discharges,dust,light, vibration or noise. G. Whether the operation in pursuance of the use will cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, if existing or if proposed by the Town or by other competent governmental agencies. H. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles incidental to the use and whether such space is reasonably adequate and appropriate and can be fumished 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 Iife, 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. - - - -------1V1:Whether-the-site-of-t-he-proposed-nse-is-par-tisularly-suitable-for-such-uses----------- - --- -- N. Whether adequate buffer yards and screening can and will be provided to protect adjacent properties and land uses from possible detrimental impacts of the proposed use. Page 4,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 O. Whether adequate provision can and will be made for the collection and disposal of stormwater runoff, sewage,refuse and other liquid,solid or gaseous waste which the proposed use will generate. P. Whether the natural characteristics of the site.are such that the proposed use may be. introduced there without undue disturbance or disruption of important natural features, . systems or processes and without risk of pollution to groundwater and surface waters on and off the site. AREA VARIANCE: FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6,2020. at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law_267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The area where the proposed cabins are to be located is already cleared for tent camping sites with parking. Due to the size of the property, and it being adjacent.to Moore's Woods,there will be no detrimental effect to the surrounding neighborhood. 2. Town Law$267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue;other than an area-variance. The proposed cabins are.504 sq.ft. with a 90 sq.ft.covered porch,(total 594 sq.ft.)which is more than the allowable 450 sq..feet.The applicant's agent stated that the applicants.determined that they could not adequality ft the modern day needs of potential campers within the size limits currently permitted by code. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 12%relief from the code.However,this variance is mitigated by the fact that the sites.are already cleared for tent camping with prior approvals,the overall square footage for all of the cabins will only be 10,080 square feet of. lot coverage over a 23.61-acre property, and that site plan approval by the Planning Board will be required. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and conditions set by this board. 5. Town Law§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 seasonal rental cabins while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. f, I i Page 5,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnem seconded by Member Weisman(Chairperson),and duly carried,to GRANT, a Special Exception, as applied for,and GRANT.the variance as applied for,as shown on the Site Plan and Architectural Plans prepared by John J.Condon,LPE,last revised_February 17,2020, SUBJECT TO THE FOLLOWING CONDITION: 1. The applicant must obtain site plan approval from the Planning Board.Failure to do so will render this Special Exception Permit and variance relief null and void. .NOTE. Violations of Conditions. A violation of any limitation or condition of a special exception approval or of any provision of this chapter 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 mod6, suspend or revoke such approval orany term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XrV, 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 nonconformtties: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.express.y 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 rninimis 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 (5-0). Leslie Kafies'WeismaWChairperson Approved for filing 12020 BOARD MEMBERS S j Southold Town Hall Leslie Kanes Weisman,Chairperson ,1�� l� 53095 Main Road •P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Eric Dantes G Office Location: -�` • �Q Town Annex/First Floor, Robert Lehnert,Jr. ��ly � 54375 Main Road(at Youngs Avenue) Nicholas Planamento COtI ,� Southold,NY 11971 http://southoldt6wnny.gov ZONING BOARp OF APPEALS TOWN OF SOUTHOLD us ,k�, May 19,2021 i �3 ! ✓ i� Tel.(631)765-1809•Fax(631)765-9064 � f Eileen Wingate Quite Man Studio MAY 2 0 2021 2805 West 1Vlll Road; Mattttuck,:NY 11952 PI .DIYt KEPT, _ ._. RE: Request for De:MYntmus Determination , Appeal'hTo 73849E,-HNV.Resorts,Inc.. .. 696 Queen Street, Creenport SCTM No. 1.000 40 3`-5 Dear Ms. Wingate; I am in receipt of your corre pondence, dated May'!1,2021,requesting a de mtniixius determtnatton in the above referenced Zflning Board of Appeals_Special Exceptton Permit and Area Varian decisrort In your letter,you request a de mtnimUs approval for a Special Exception and Area Variance.to construct 20. . seasonal use cabins which exceed he rilatmum square feet in area iri.accordance wttli_the Town Code,upon an-existing.campgrourid. You explain that upon recommendation of the ToW91- Planning Board,that.tlxe revised site plan depicts:a re location of the,cabins..to order to.preserve as many trees as;possible; and that number of cabms'have Been reduced to 19 "Furthermore,you stated that the cabtnre locations meet.all zoning requirements pursuant;.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 Department and the Planning Department. 1cery, anes Weisman Chairperson cc: Michael Verity, Chief Building Inspector Heather Lanza, Planning Director S j la• y OFFICE LOCATION: r � MAILING ADDRESS: Town Hall Annex r h (yF S P.O.Box 1179 I' 54375 State Route 25 Southold, NY 11971. (cor.Main Rd. &Youngs Ave.) Southold,NY 1 Telephone:631 765-1938 '61ui w,ww:soufholcltownny.gov .. �Y2 PLANNING BOARD OFFICE TOWN,OF SOUTHQLD,: October 6, 2020 �. Ms. Eileen Wingate 280.5 West Mill Road Mattituck,.NY 11952,1.. Re: Site Plan Approval: Eastern Long Island Kampground Cabins 64500 CR 48, Greenport SCTM#1000-40.-3-5 i Dear Ms. Wingate: The following resolutions were-adopted.at-a meeting of the.Southold Town Planning Board on October-5, 2020: WHEREAS, this amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 504,sq. ft, each and a 600 sq.ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District,:Green-port; and WHEREAS, on December 20, 2019 and January 9, 202.0, Eileen.Wingate, authorized agent, submitted an Amended Site Plan 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 WHEREAS, on February 10, 2020, the Southold Town,Plannincr Board,determined the j application as complete for review;.and WHEREAS, on February 10, 2020, the Planning Board, pursuant to State Environmental Quality Review Aot (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 fl list,of actions; and i 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 onengineen : . „; ++ j•- qy � i (//`/ram`.' 17M --------- ------- �rz0 r' 7,yS I NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ilar+ lIi�#e,�uea�o#' SC�+IY�a9�oyk,50�Tf3C'i303di'S�om4'��[,3�11'91490 -- www.det,ny.gov Decernber 1:2; 2D10 Eastern.Long,.Island Kampground" _ Sear a a o i. reei'•iport;`l hY 1194 RE: Delineation of a portion of the wetlands adjacent to your property,•Eastern Long . Jslw d Kan grounds (SCTAM 1000-40-3-5) Dear Mr. Magnuson, _ ' ice24wthe:.The epartnent.pfEhuironmenta! Conservation implements~Ar r : Fresh Water Wetland.Act. Under Article 24;.the Departi.ent:has.jurisdrdtion over re utated ceshwater wetlands'and 1QQ feet.landward of those wetlands Many;ectivrties w vl plm ee l r t7 r: eondu ting.these actiartxes r hout bie benefit±e€a ►t ram►the Popar#rnent is a �rialatiorr of Article 24 of the En*+orirhentat; an ervation .Law(ECL- and�6NY, RR.-Part- 3 the.regulations,prrmulgated::.under Article 24) Acfi villas greater than'100 feet from NY,Stata:regulated freshwater wetlands wouid not require an Article Z4 ' xpenn t frorn this Depar#rnen#.: -x v - - : =�1o1fi T s., 20*" J: br t3iS r17: V3 ire ^' r� t . for the-purposes of delineation the wegand:.boundary for a,proposeed project lift the southeast comer of-the property.The management of the f icility 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. 5taff"ihvestigated the wetlands to the east,south atd vest of tte proposed protect No other we#land a� or,adjacent F tYf Q. Y drf 1,t r y =�rRl5 -,latl4Qj��(jatpn � tir To the.east of the project, staff found the regulated freshwater-wetlands.to be greater than 200 feet from the property line. As such, staff did-not bother to place any flags to der wcate the boundary. nuuwrItY1F4HtI9ini�r Co,esBra�t�on . /� oaf the project and staff placed seven flags along t#�e wetland ... of the project, the wetland moves away from the project,' but Hand. Staff placed.2'Rei},s at the,.points where that small,.AMpotm too r ' anfe � e�d' roperty asef e . p ." .: 1w, The existing, legally cleared campground is located to the.north of the.proposed project and there are no regulated freshwater wetlands within 100 feet of the.project in that location. .are. .. Again,actiVities greater than 10Q feet from regulated wettends do not requtre Article 24 permits froth:this Department.The wetlands come closest to,the_project In the southwes#erri pQthdn of the project and may come.close to 1b0 feet from the ro Nne You attoe�ld"harae a�of# Viand . surue ed and p►taced o a site y plan fior:the protect#a confirm the distances est�rnated r the field f'-rortY�e small ps iad Est" 4. gt�%rt` _ 1 ��1&F e 'l . and theme#ore Y-Te aG#iv�fiyouid be even farther from the wetland Qn any site plan for the project you should how a Lirrnit of�Ieanng,:Gradng and Ground Disturbance.line That�s a workame, in that_no.work of any kind would take place. . 10eyond-It.6 f Ow-�Iflleet lisle.is 1 0,fee#or greater from art of the Wetlend::f lags.you.woutd:. not need.an Articfe'24perrnif'f!his Depart .er t. Sincere Dan Lewis C [[gyf _ FO� EEILDING DEPARTMENT- Electrical Inspector D �023 TOWN OF SOUTHOLD o To' Hall Annex - 54375 Main Road - PO Box 1179 co o � r -T . �.;-0 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jameshe-southoldtownny.gov — seandc@-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11-Dec 2023 Company Name: Woodhollow Contracting, Corp Electrician's Name: Nicholas Gasparo License No.: ME-60139 Elec. email: cshcherbelis@woodhollowdesigns.com Elec. Phone No: 516-827-5916 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#: email: sean magnuson.one Tax Map District: 1000 Section: Q 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 ❑x NO []Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 2 H Frame Pole Work done on Service? DY FIN Additional Information: PAYMENT DUE WITH APPLICATION 4 II Way &C Wtd1171 R td 1�o PIERMITO ,,Add SS: HNF Resorts 1,1 LLC Eastern Long Island KampgroUnd Switches 64500 CR 481690 Queen St Greenport, NY 11944 :Outlets Tax Map ID: 1000-40-03-05 ,-GW5 -Sufface Sconces HH'S 0 F [-,-�:POOL UC Lts C ridge dge HW P Fan$ MihiT P6461r. 0 -W/D P UMP .,Exhaust Oven 0 Sump -Heater TMfMr Smokes D-W 0 'Generator 0 Water-Bond bights ' 'Cafbon 0 -ic ro I GrbDis 0 Heat AA11041-- Pucks 0 -ERV 0 4 q: ins.t'Hpt Deum H d T.ta. fer 0 0 .,Disc Blowier A11A Combo C,-6dktoP o M fnis'lit I- 0 -Blower 0 AC o AH 0 - ,Hod,.d S".ry e- ' It 0 :--Amps Have Used ,, . e Sub f 0 Amps >C-.,Hay.e Used Comments .. .. ....... N IVY txVin xfS2 PROPOSED 2"PJ ATER MAIN N : i of-rLovt a PROPOSED 4"e WATER MAIN 0 NV tzo DECJ : 0' ` r — rn I K ,1''=''t.: DECK 3 D O W -- ————— 54 N D I DECK x'i;': °•i I 0 12.5 -77 x DECK 1 1 6 #16 /: I �q `R'a 1`..v=lc' DECK Up. ES MP CAAM SrFEe� DECK x 1 z•e PA DECK ,i - ` o #145 lu cow z; 12 cow --- - 1 All � .DECK .I I to / � � ..T,.:�,•, ..`� '-� \ '�/ � I , �T��✓. : �` . - VIU GE OF i. r� RT ' VACANT LAND .103 � •� 1 /' _��...•: � .�,`: -•.�:. a #7 - \ � DFCI{ ' � °.OFck . k a.:...\-•i:•:'� 1 \ ,pz.z I` Lux X V. ro :- _�/ / \\ � \ •- \ � / PmrswwweCpCmmegim�pPG�s..:,s5nay.w"rotsra"_'- J u / O \ \ \ OP \ ` A\ \� #9 J MAIN 3 Scale: ,"=2°° o Condon En ineerin P.C. _N �:�� g 9r Eastern Long Island "x ONCE 1 1755 Sigsbee Road w atr" 'o 'n MattituCk.New York 11952 Camp Grounds SP 1 O O p Date:3-13-2021 (631)298-1986 690 Queen Street il�4 O 0 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. r e(s).11�1S;T Be Inspected By The ounty Dept. Of Health Se2-5754, 4S Hours In Advance Schedule inspecion(s). ENGINEER'S CERTIFICATION REQUIRIrD. SUBMIT P.E.OR R.A. CERTIFICATION FOR INSTALLATION AND CONSTRUCTION Stuj I,we Iles_ ROR FINAL APPROVAL• Tys4e.., e.,,,fnn t s p 6' zt 1i' G;4d CZC��/3++ � p� � � cp • v � � AP1 ® � 2021 h '� -c► ' 4/2/2021 S„� „ CDHS COMMENTS 3/15/2021-CABIN REVISIONS . gads 10/21/2020 SCDHS COMMENTS, 9/28/2020 TOWN COMMENTS. ;ow 7/22/2020 REV.BLDGS.' 6/220020,8CDHS COMMENTS y •� tV 6/8/2020 SCDHS COMMENTS 5/26/2020 SCDHS COMMENTS CD a.Q. M REVISIONS. II F NEB,y HEALTH DEPARTMENT APPROVAL STAMP W 0 19 2 S.C.T.M.: DIST. 1000 SEC.40 BLK.03 LOT.05 A��FfSS14�P�'� indon Engineering, P.C. EASTERN LONG ISLAND - KAMPGROUND 1755 Sigsbee Road 690 QUEEN STREET OF Mattituck, New York 11952 GREENPORT, NY 11944 (631)298-1986 (631)298-2651 fax www.condonengineering.com` OVERALL SANITARY PLAN 4 I � 1 I Q� SUBJECT PREMISES KEY MAP SCALF t'=soo' SHEET 1 OF 2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS DATE 7/23/25 _ H.S, Ref_ N C-20-0055 The se,,uage disposal and water supply facilities at this location have been 1ns�:ected andlor oertified by 9)is department or other agenci�s and found to be satisfactory � ..�... )O► ATHAi'� PAI, P E.:C HlEF OFFICE OF ►NASTEWXFER MANAGEMENT COMcheck Software Version 4.1.5.14rf�� ON� , Envelope Compliance Certificate a Project Information Energy Code: ' . 90A(2016)Standard Proje6iTitle: Eastern Long tsiand Campground-1 Bedroom Ca6in" Location: Greenport, New York Climate Zone: 4a Project Type: New Constnfction Vertical Glazing/Wall Area: . 8% Performance Sim.Specs: EnergyPlus 8.1.0.009(EPW: USA_CT Bridgeport-Sikorsky.Mem.AP.725040 TMY3.epw) Construction Site: Owner/Agent: Designer/Contractor: 690 Queen Street Eastern Long Island Campground John J.Condon,P.E. Greenport, NY Condon Engineering, PC 1755 Sigsbee Road Mattituck,NY 11952 631-298-1986 Building Area Floor Area 1-Motel : Residential 499 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factorial Perimeter Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1 -Motel] 499 49.0 0.0 0.021 0.021 Floor 1:Wood-Framed,[Bldg.Use 1-Motel] 499 30.0 0.0 0.033 0.033 NORTH Exterior Wall 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 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 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) Window 4:Wood Frame:Operable,Perf.Specs.:Product ID CX14, 10 — — 0.260 0.310 SHGC 6.34,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 3:Wood-Framed, 16"o.c.,[Bldg.Use 1-Motel] 144 21.0 •0.0 0.062 0.064 Window 6:Wood Frame:Operable,Perf.Specs.:Product ID CX14, 10 — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) WEST Exterior Wall 4:Wood-Framed,16"o.c.,[Bldg.Use 1-Motel] 224 21.0 0.0 0.062 0.064 Project Title: Eastern Long Island Campground-1 Bedroom Cabin Report date: 03/05/21 Data filename: C:\Users\Owner\Favorites\ComChecks\1Bedroom Cottage.cck Page 1 of 10 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(a)' Perimeter 4ow 7:Wood Frame:Operable,Perf.Specs.:Product ID CW135, 6 — — 0.260 0.310 C 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. PASSES"Design 1% better than code IL Envelope Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 90.1 (2016)Standard requirements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Ch Name-Title Date Project Title: Eastern Long Island Campground-1 Bedroom Cabin Report date: 03/05/21 Data filename: C:\Users\Owner\Favorites\ComChecks\1Bedroom Cottage.cck Page 2 of 10 CABIN #8 Fire, Sprinkler Reports for Eastern Long Island Campground 690 Queen Street Greenport, New York,, 4F Ca J. co O� 84 SIflN��' APPROVED AS NOTED DATE: Iz B.P.# y FEE BY: Gn NOTIFY FIRE MARSHAL AT 631-765-1802 Prepared By: FOR THE FOLLOWING INSPECTIONS: John Condon 1. ROUGH INSPECTION Condon Engineering, P.C. 2. COMPLIANCE TESTING 1755 Sigsbee Road 3. FINAL INSPECTION Mattituck,New York 631-298-1986 ALL WORK SHALL COMPLY WITH NYS CODES AND APPLICABLE NFPA February 4,2024 STANDARDS i L I i I iII , Fire-Fire Sprinkler Hydraulics Calculation Program f Elite Software Development,Inc. Condon Engineering E� i `� Cabin#8 Mattituck, NY 11952 f AYYi.'. Page 2 General,Project Data.Report General Data Project Title: Cabin#8 Project File Name: Cabin 8 Revised..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#8 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: 91.57 gpm Calculated Inflow Residual Pressure: 56.44 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: 27 Number Of Active Pipes: 26 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 6 Number Of Inactive Sprinklers: 0 C:\...\Cabin 8 Revised.fiw Sunday, February 4, 2024, 2:16 PM Fire=Fire Sprmkler Hydraulics Calculation Program Elite Software Development;Inc. Condon Engineering' F. ► M Catlin#8 Mat tuck'NY"11952` r.Ykr': r "Page 3 ? Fire.Sprinkler Input Data Noc!`e InpLutData �: b ky _ {. ud•, H Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description KFactor(K) Estimate(psi) Branch Non- Flow(gpm) Branch D up No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 1 Sprinkler A 5.60 7.77 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 Sprinkler A 5.60 7.73 11.00 0.00 2 ---- 0.000 0.0 ---- 0.0 0.00 Sprinkler A 5.60 7.60 11.00 0.00 3 ---- 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 7.02 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 10 No Discharge =-- N/A 8.36 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 11 No Discharge ---- N/A 8.20 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 16.94 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 14 No Discharge ---- N/A 21.33 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 15 No Discharge ---- N/A 26.12 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 16 No Discharge ---- N/A 24.56 2.00 ` 0.00 ---- 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 8 Revised.fiw Sunday, February 4, 2024, 2:16 PM Fire-Fire Sprinkler,Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering Ef±` Cabin#8 . . Mattituek;NY 11952 " " � � j ' ' Page 4 Fire Sprinkler Input Data Node~Inpu't�Data-(co"ntd) Area Grou Branch Dia.p Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description 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) 17 No Discharge ---- N/A 30.58 2.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 18 No Discharge -- N/A 34.30 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 20 No Discharge ---- N/A 35.10 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 30 No Discharge --- N/A 37.32 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 31 No Discharge ---- N/A 38.60 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 32 No Discharge ---- N/A 39.02 -4.00 0.00 --- 0.000 0.0 --- 0.0 0.00 33 No Discharge ---- N/A 43.10 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 35 No Discharge ---- N/A 44.40 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 36 No Discharge ---- N/A 47.40 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 37 No Discharge ---- N/A 56.13 -4.00 0.00 0.000 0.0 ---- 0.0 0.00 40 No Discharge --- N/A 56.44 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 8 Revised.fiw Sunday, February 4, 2024, 2:16 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering Cabin#8 >Mattituck,NY`1.1952 ,Page 5 Fire Sprinkler Input Data ty pe I n, gr Data K 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 T 5.00 5.00 10.00 150 5 7 BLAZEMASTER CPVC 1.000 0 ET 9.60 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 1.50 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 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 BLAZEMASTER CPVC 2.000 0 E 15.00 11.00 26.00 150 13 14 SCHED 40 STEEL BLK 2.500 0 ET 118.00 12.70 130.70 120 14 15 SCHED 40 STEEL BLK 2.500 0 T 134.00 8.50 142.50 120 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 3.00 7.10 10.10 120 20 30 SCHED 40 STEEL BLK 4.000 0 2E 700.00 14.20 714.20 120 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 3.000 Loss 36 37 SCHED 40 STEEL BLK 2.000 0 2L 105.00 4.20 109.20 120 CA...\Cabin 8 Revised.fiw Sunday, February 4, 2024, 2:16 PM Fire-Fire Sprinkler MatConti u k,"NY 11952 Hydraulics Calculation Program F Elite Software Development,on Eineerin ine 6 Pag Fire .Sprinkler InputData Pipelnput,D.ata�(c,ont'd) : 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) 37 40 SCHED 40 STEEL BLK 6.000 0 T 712.00 21.40 733.40 120 J I CA...\Cabin 8 Revised.fiw Sunday, February 4, 2024, 2:16 PM Fire-Fire Sprinkler:Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering' Et�``3 Cabin#8 IGlattituck;NY 11952 F,o1Wi' Page 7 fire Sprinkler Output Data :y� Wawt:�,y... , �,�3..,� ,:tea�..,k� �.r s;, u Wit; F; r � ,.a r ! a�ga"�"ry :O60" 1 11 Node Grou rn rAO(K .ut`Data � a �.% � r. ,ri. �.�...� l� 7, � �8 pA � '��' 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 -15.61 15.61 0.00 0.00 7.77 2 11 0 -15.57 15.57 0.00 0.00 7.73 0.00022 3 9 0 -15.44 15.44 0.00 0.00 7.60 0.00022 4 8 0 -15.29 15.29 0.00 0.00 7.46 0.00020 5 7 0 -14.83 14.83 0.00 0.00 7.02 0.00015 6 7 0 -14.82 14.82 0.00 0.00' 7.00 0.'00018 7 5 0 14.83 0.00 0.00 0.00 7.86 -0.00017 7 6 0 14.82 7 8 0 -29.65 - 8 4 0 15.29 0.00 0.00 0.00 7.87 0.00000 8 7 0 29.65 8 9 0 -44.94 9 3 0 15.44 0.00 0.00 0.00 7.92 0.00000 9 8 0 44.94 9 10 0- -60.38 10 9 0 60.38 0.00 0.00 0.00 8.36 0.00000 10 11 0 31.18 10 12 0 -91.57 11 1 0 15.61 0.00 0.00 0.00 8.20 0.00000 11 2 0 15.57 11 10 0 -31.18 12 10 0 91.57 0.00 0.00 0.00 8.84 0.00000 12 13 0 -91.57 13 12 0 91.57 0.00 0.00 0.00 16.94 0.00000 13 14 0 -91.57 14 13 0 91.57 0.00 0.00 0.00 21.33 0.00000 14 15 0 -91.57 15 14 0 91.57 0.00 0.00 0.00 26.12 0.00000 15 16 0 -91.57 16 15 0 91.57 0.00 0.00 0.00 24.56 -0.03767 16 17 0 -91.61 17 16 0 91.61 0.00 0.00 0.00 30.58 0.03767 17 18 0 -91.57 CA...\Cabin 8 Revised.fiw Sunday, February 4, 2024, 2:16 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering `t Cabin#8 Mattituck;NY 11952 1.46, • Page 8 "Fire Sprinkler Output Data OeraNN.oade"�GroupIngo.t.A, utpuf4�Data�=(,cont'da) 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) 18 17 0 91.57 0.00 0.00 0.00 34.30 0.00000 18 20 0 -91.57 20 18 0 91.57 0.00 0.00 0.00 35.10 0.00000 20 30 0 -91.57 30 20 0 91.57 0.00 0.00 0.00 37.32 0.00000 30 31 0 -91.57 31 30 0 91.57 0.00 0.00 /0.00 38.60 0.00000 31 32 0 -91.57 32 31 0 91.57 0.00 0.00 0.00 39.02 0.00000 32 33 0 -91.57 33 32 0 91.57 0.00 0.00 0.00 43.10 0.00000 33 35 0 -91.57 35 33 0 91.57 0.00 0.00 0.00 44.40 -0.03767 35 36 0 -91.61 36 35 0 91.61 0.00 0.00 0.00 47.40 0.03767 36 37 0 -91.57 37 36 0 91.57 0.00 0.00 0.00 56.13 0.00000 37 40 0 -91.57 40 37 0 91.57 0.00 0.00 -91.57 56.44 CA...\Cabin 8 Revised.fiw Sunday, February 4, 2024, 2:16 PM Fire-Fire Sprinkler Hydraulics Calculation Program fxw" Elite Software Development,Inc. Condon Engineering ECabin#8 Maftituck,NY 11952 t. Page 9 Fire Sprinkler Output Data Overall Pipe Out ut''Data,� Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 5 5.60 11.00 14.83 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 I 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 15.29 7.46 1.00 15.29 0.04143 5.00 0.414 8 0.00 11.00 0.00 7.87 1.101 15.29 T 5.00 0.000 BLAZEMASTER CPVC 150 5.15 0 10.00 0.414 7 0.00 11.00 0.00 7.86 2.00 0.00 0.00766 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 0.01651 3.00 0.050 9 0.00 11.00 0.00 7.92 2.003 44.94 ----- 0.00 0.000 BLAZEMASTER CPVC 150 4.58 0 3.00 0.050 9 0.00 11.00 0.00 7.92 2.00 0.00 0.02852 5.50 0.442 10 0.00 11.00 0.00 8.36 2.003 60.38 T 10.00 0.000 BLAZEMASTER CPVC 150 6.15 0 15.50 0.442 11 0.00 11.00 0.00 8.20 2.00 0.00 0.01089 7.50 0.159 10 0.00 11.00 0.00 8.36 2.067 31.18 T 7.10 0.000 SCHED 40 STEEL BLK 120 2.98 0 14.60 0.159 1 5.60 11.00 15.61 7.77 1.00 15.61 0.04305 5.00 0.431 11 0.00 11.00 0.00 8.20 1.101 15.61 T 5.00 0.000 i BLAZEMASTER CPVC 150 5.26 0 10.00 0.431 2 5.60 11.00 15.57 7.73 1.00 15.57 0.04284 6.00 0.471 11 0.00 11.00 0.00 8.20 1.101 16.57 T 5.00 0.000 BLAZEMASTER CPVC 150 5.25 0 11.00 0.471 10 0.00 11.00 0.00 8.36 2.00 0.00 0.07988 2.50 0.479 12 0.00 11.00 0.00 8.84 2.067 91.57 E 3.50 0.000 SCHED 40 STEEL BLK 120 8.76 0 6.00 0.479 12 0.00 11.00 0.00 8.84 2.00 0.00 0.06162 15.00 1.602 13 0.00 -4.00 0.00 16.94 2.003 91.57 E 11.00 6.495 BLAZEMASTER CPVC 150 9.32 0 26.00 8.097 CA...\Cabin 8 Revised.fiw Sunday, February 4, 2024, 2:16 PM Fire-Fire Engp rinkler Bering Hydraulics.Calculation'Program f r i , Elite Software Development,Inc. Cabin#8' Mattituck, NY 1,1952 . wru; Page 10 Fire.SPrinkler .Output Data Overall Pipe Output.Data (conN) Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi) Elevation Q WPM) (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 16.94 2.50 0.00 0.03362 118.00 4.394 14 0.00 -4.00 0.00 21.33 2.469 91.57 ET 12.70 0.000 SCHED 40 STEEL BLK 120 6.14 0 130.70 4.394 14 0.00 -4.00 0.00 21.33 2.50 0.00 0.03362 134.00 4.791 15 0.00 -4.00 0.00 26.12 2.469 91.57 T 8.50 0.000 SCHED 40 STEEL BLK 120 6.14 0 142.50 4.791 15 0.00 -4.00 0.00 26.12 2.00 0.00 0.07988 6.00 1.038 16 0.00 2.00 0.00 24.56 2.067 91.57 2E 7.00 -2.598 SCHED 40 STEEL BLK 120 8.76 0 13.00 -1.560 16 Backflo 2.00 24.56 91.61 Prev 17 6.00 psi 2.00 30.58 17 0.00 2.00 0.00 30.58 2.00 0.00 0.07988 7.00 1.118 18 0.00 -4.00 0.00 34.30 2.067 91.57 2E 7.00 2.598 SCHED 40 STEEL BLK 120 8.76 0 14.00 3.716 18 0.00 -4.00 0.00 34.30 2.00 0.00 0.07988 3.00 0.807 20 0.00 -4.00 0.00 35.10 2.067 91.57 T 7.10 0.000 SCHED 40 STEEL BLK 120 8.76 0 10.10 0.807 20 0.00 .-4.00 0.00 35.10 4.00 0.00 0.00311 700.00 2.219 30 0.00 -4.00 0.00 37.32 4.026 91.57 2E 14.20 0.000 SCHED 40 STEEL BLK 120 2.31 0 714.20 2.219 30 0.00 -4.00 0.00 37.32 4.00 0.00 0.00311 400.00 1.278 31 0.00 -4.00 0.00 38.60 4.026 91.57 EL 11.30 0.000 SCHED 40 STEEL BLK 120 2.31 0 411.30 1.278 31 0.00 -4.00 0.00 38.60 4.00 0.00 0.00311 120.00 0.417 32 0.00 -4.00 0.00 39.02 4.026 91.57 T 14.20 0.000 SCHED 40 STEEL BLK 120 2.31 0 134.20 0.417 32 0.00 -4.00 0.00 39.02 3.00 0.00 0.01167 332.00 4.082 33 0.00 -4.00 0.00 43.10 3.068 91.57 2LT 17.70 0.000 SCHED 40 STEEL BLK 120 3.97 0 349.70 4.082 33 0.00 -4.00 0.00 43.10 3.00 0.00 0.01167 111.00 1.296 35 0.00 -4.00 0.00 44.40 3.068 91.57 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 3.97 0 111.00 1.296 CA...\Cabin 8 Revised.fiw Sunday, February 4, 2024, 2:16 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering A41 Cabin#8 Mattituck, NY 11952 Page 14 ` Fire Sprinkler- Output Data Overall' Pipe Output Data,(con#'d) Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len, PF-(psi) Elevation Q WPM) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) WPM) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 35 Backflo -4.00 44.40 91.61 Prev 36 3.00 psi -4.00 47.40 36 0.00 -4.00 0.00 47.40 2.00 0.00 0.07988 105.00 8.723 37 0.00 -4.00 0.00 56.13 2.067 91.57 2L 4.20 0.000 SCHED 40 STEEL BLK 120 8.76 0 109.20 8.723 37 0.00 -4.06 0.00 56.13 6.00 0.00 0.00042 712.00 0.310 40 0.00 -4.00 0.00 56.44 6.065 91.57 T 21.40 0.000 SCHED 40 STEEL BLK 120 1.02 0 733.40 0.310 I CA...\Cabin 8 Revised.fiw Sunday, February 4, 2024, 2:16 PM fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering F� ` Cabin#8 Mattituck, NY-11952 r,�1%6'% Page 12 ' Fire Sprinkler Output Data Overall Sprinkler"'Output Data " Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure a Density Discharge Node No. Code KFactor(K) (feet) (psi) (ft ) (gpm/ft2) (gpm) 1 A 5.60 11.00 7.77 144.00 0.108 15.61 2 A 5.60 11.00 7.73 144.00 0.108 15.57 3 A 5.60 11.00 7.60 144.00 0.107 15.44 4 A 5.60 11.00 7.46 144.00 0.106 15.29 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 91.57 Totals For All Groups 864.00 0.106 91.57 C:\...\Cabin 8 Revised.fiw Sunday, February 4, 2024, 2:16 PM Fire Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering ! Cabin#8 Mattituck, NY 11952 3 Page 13 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: 0.636 gpm/ft2 Application Average Area Per Sprinkler: 24.00 ft2 Sprinkler Flow: 91.57 gpm Average Sprinkler Flow: 15.26 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity( In Pipe 12- 13) 9.32 ft/sec Maximum Velocity Pressure( In Pipe 12- 13) 0.59 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0062 psi Actual Average Nodal Pressure Imbalance: 0.0019 psi Actual Maximum Nodal Flow Imbalance: 0.0377 gpm Actual Average Nodal Flow Imbalance: 0.0056 gpm Overall Network Summary Number Of Unique Pipe Sections: 26 Number Of Flowing Sprinklers: 6 Pipe System Water Volume: 2136.98 gal Sprinkler Flow: 91.57 gpm Non-Sprinkler Flow: 0.00 gpm Minimum Required Residual Pressure At System Inflow 56.44 psi Node: Demand Flow At System Inflow Node: 91.57 gpm C:\...\Cabin 8 Revised.fiw Sunday, February 4, 2024, 2:16 PM Fire Fire Sprinkler Hydraulics Calculation Program Elite Software Development;Inc. Condon Engineering f ` Cabin#8 Mattituck,NY 11952 ' r, Page 14 Fire Sprinkler Output Data 5� � .w . i„nd»r:..uR i Y .�a.,, a„- .- ! a �y •r w w '.+,x �e -4-: ' ,� -•4 � Hydraulic�Ssupply/DemardGraph,xz ° 100 90 80 .N 70 Q � 60 � 52 CO) 50 0) a 40 30 201 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: 56.44 psi Calculated Flow Rate: 91.57 gpm Excess Available Residual Pressure At Calculated Flow: 9.49 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 15.50 psi C:\...\Cabin 8 Revised.fiw Sunday, February 4, 2024, 2:16 PM