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Home My WebLink About49746-Z �o��oF souTyo`o Town of Southold * * P.O. Box 1179 io. 53095 Main Rd UNVI Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46613 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. 49746 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 #13 in existing campground as applied for per ZBA#7348SE dated 8/202020. 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: 497,46 09/09/2025 PLUMBERS CERTIFICATION: Jorge Naranjo 04/04/2025 r uth riz ignature m" TOWN OF SOUTHOLD �o�g11Ff01��0 BUILDING DEPARTMENT y :x TOWN CLERK'S OFFICE SOUTHOLD, NY 0 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#: 49746 Date: 9/20/2023 Permission is hereby granted to: HNF Resorts LI LLC PO BOX 89 Greenport, NY 11944 To: (cabin #13) legalize "as built" seasonal cabin in existing campground as applied for per ZBA, Planning & SCHD approvals. Replaces BP 46360. 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 ��oP�gUFFQ(�coG TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE oy • � , 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#: 46360 Date: 6/4/2021 Permission is hereby granted to: HNF Resorts LI LLC 690 Queen St Greenport, NY 11944 To: (cabin #13) legalize "as built" seasonal cabin in existing campground as applied for per ZBA, Planning & SCHD approvals. At premises located at: 64600 CR 48, Greenport SCTM #473889 Sec/Block/Lot#40.-3-5 Pursuant to application dated 4/14/2021 and approved by the Building Inspector. To expire on 12/4/2022.. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $975.20 CO-COMMERCIAL $50.00 Total: $1,025.20 Buil mg Inspector O��OF SOUr��l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 1 1 97 1-0959 �Q �ycOUNTN,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: HNF Resorts LI LLC Address: 64500 CR 48 City: Greenport St: NY Zip: 11944 Building Permit#: 49746 Section: 40 Block: 3 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Woodhollow Contr. License No: 60139ME SITE DETAILS Office Use Only Indoor W Basement r Service (— Solar (� Outdoor 1 st Floor (✓, Pool r Spa r Renovation F 2nd Floor Hot Tub r Generator (- Survey r Attic Garage Battery Storage r INVENTORY Service 1 ph r— Heat Duplec Recpt 25 Ceiling Fixtures 5 Bath Exhaust Fan 1 Service 3 ph I— Hot Water Gas GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors 2 Main Panel 100A A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 1, Transfer Switch UC Lights Dryer Recpt Emergency Strobe 1 Heat Detectors Disconnect Switches $ 4-LED Exit Fixtures Other Equipment:- Fridge, Minisplit, 100A panel Notes: Cabin 13 Inspector Signature: X r Date: September 9, 2025 Sean Devlin Electrical Inspector sean.devlina-town.southold.nv.us 64500CR48Cabin13 Town Hall Annex ® `Ov 54375 Main Road `.yam,; . Telephone(631)-765-1802 � �, ..,,� K, P.0..Box,1179 Southold, NY 11971-Q959 t�S4%� r; BUILDING DEPARTMENT TOWN OF SOUTHOLD APR 4 2025 CERTIFICATION Date: Building Permit No. L1 9 4 y 6 Owner: 1' C SA S 0- L C (Please point) Plumber: i)'-'-faV\j13 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. ll*'**A (Pl b Signature) Swom to before me this day o. ( 0 7Qualified IZO TOR 2'ES NO STATE OF NEW YORK Notary Public,, l County No. 01 T06231053 UFFOLK County(,Cxpires 11/22/2026 1 f _ t� �o�aOE SOUTyOIo WilbUTHOLD � 5_0 0 i `f TO � BUILDING DEPT. `y�o��►N� 631-765-1802 CAO ,, 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 INSPECTOR oF soulyo� I9 -1 # # WN O 0 SOUTHO.LD BUILDING DEPT. TO 631-765-1802 (26 I N'SPECTION [. ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-&CHIMNEY [ ]` FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION rELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) l CODE VIOLATION [ ] PRE C/O [ ] RENTAL . REMARKS: DATE. hS`/�-NINSPECTOR a SOUTyOlo * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1602 .� 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• Rrlm hv C4?1- (hr#W ZC/S, - M4 Guam 4) R d Iry b • DATE .INSPECTOR OF 50Ujy�lo # # B ILDING DEPT. e G � TOWN OF SOUTHOLD U �y rOUNIVN 631-765-1802`� 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 G` [ ] RENTAL REMARKS: -((2� 4ko vklAmvf%t , "n f-\, f Y Pw7� r r TE INSPECTOR OF SOUTyo # * TOWN OF SOUTHOLD BUILDING DEPT. 4�.ei o N�',� 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: kb m ill ' DATE INSPECTORIX�66en hO��OF SOGTyo� * # TOWN OF SOUTHOLD BUILDING DEPT. °� COW, :631-765-1802.0 INSPEC TION . [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH P G. ] FOUNDATION 2ND [ ] IN ATION/CAULKING [ ] FRAMING /STRAPPING [ .FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL 1 REMARKS! jpxs4t4,Av j l 'ik s6A� vlet,-� 4c%l�n on, - _��4 all, WOO-- (tWAAc, �� . TE INSPECTOR SO//TyO # TOWN OF SOUTHOLD BUILDING DEPT. �oum� 631-765-1802 1 Q '✓ INSPECTION [ FOUNDATION 1ST/ REBAR ROUG G] FOU [ I [ ] 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 rov awollt/ _ rp o �D(C ti, DATE ( wz INSPECTOR Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,.New York 11952 Fax 631-298-2651 condonengi neeri ng.com October 14, 2021 E C E E D OCT 1 9 2021 Mr. Mike Verity BUILDING DEPT. Chief Building Inspector TOWN OF SOUTHOLD Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Eastern Long Island Camp Ground Cottage Footings-690 Queen Street, Greenport. Permit# 46347, 46348, 46349, 46350, 46351,46353, 46354, 46355, 46356, 46457, 46358, 46359 46360 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. 0 0516gq �OFESSION�" 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 �4 November 25,2021 � 2p25 Mr. Mike Verity Chief Building Inspector ®etas®a Southold Town Building Department ``at P-9 53095 Route 25 P.O. Box 1179 �o 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, 3. Co lJ 0�°� r ® �S 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, -47 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 water flow test cannot be conducted without compromising the system.A manual test was performed on all of the water flow switches.All alarms are active. Very my yours Th as P. LIC#019767 ago �� ^6 �� n �� /��/ �� / ��/ � �� |< U APR � � [\ �. " ^ �� Condon Engineering, �� New York State Licensed Professional Engineers i755GigmbmeRoad 631'298- 9g6 K800ituuk. New York 1i952 FoxG31'2S0-2GS1 cwndonmnQineehng.com April 5. 2O24 Mr. Mike Verity Chief Building Inspector Southold Town Building Department ` 53O85 Route 25 P.O. Box117S Southold, New York 11871 Re: Eastern Long Island Camp Ground Cottage Footingo-GQO Queen Stnaot, C3r»enport Dear Mr. Verity: | inspected the plumbing and insulation in cottages#Z,#3,#1O,#13 and#17.The piping was found to be installed as shown on the plans and to have no leakage.The installation was found tobe installed as shown on the plans. To the best of my knowledge the plumbing and insulation were installed in accordance with building code standards. / |f you have any questions, please call rneoi031-298-1Q88. Yours truly, OF ji- ,. � H-JLj E C E V E Condon Engineering, P.CoNew York State L'icensed Professional EngineersE B 1 2 2025 1755 Sigsbee Road 631-298-1986 $ 5 Mattituck, New York 11952 Fa109� 0artrnent condonengineering.com Town of Southold February 12, 2025 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Eastern Long Island Camp Ground Cottages-690 Queen Street, Greenport Dear Mr. Verity: I inspected the installed insulation at the site.The insulation in the Pavilion, and cottages#1,#4, #5#6,#7,#8,#9,#11,#12,#14 #15,#16 #18 and#19 were found to be installed as shown on the plans. Gotta es#2 #3#�1�s;, 1�13irawdf#1 7 wen pe_cted in A"prild 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 Aip J. on, P.E. o0 rn 0516$4 =cv V ��F£SSION aL�� t North Fork Cottages&RV Resort OUR Job Name: Installing Company: Boss Systems Xk1S0/XRSS0 SERIES STANDBY BATTERY POWER CALCULATIONS Standby Current c a 4 Alazm.[iafents w s'1 b4 •Qty` ,.�, ,mA' �•i a ,TomlmA (ncQtY_�,. `,� s,„ �.�4��,J�.a'� �<.,�+'�>�i.`totalaiA� .:m, XR1 1,0/XR550 Series Control Panel 1 X 174 = 174 1 X 217 217 Relay Outputs 1 2(ON): ,v Q :. w �X,. 30 0 .,_,t, c s Switching Grounds 3 6(ON) 0 X 5 0 0 X 5 V e > h Active Zones 9-10 - - 0 X 4 - 0 0 X 30 = 0 >2 Wi2Smokes `.;... ;�' ,.... 3 t_. :„._ ,�,��.-T� e4 ;:.�:�., .�•; .., ,� ..�. 0 _ Panel Bell Output(1500 mA max) - 0 0 a ;.`Aux:power dewces,on Temtinals 7 and 71=(Qtfier than,keypads and•UXBus modules),, ,,,,0.;,-,- .X 0 ?0 ?X._ r 0'' 2W-BLX,2WT-BLX Smoke Detectors 0 X 15 = 0 0 X 35 0 263LTECellular Coinmun wtor =u `c° }` h ` f;. „, X• 20; 20 263LTE-FN Cellular Communicator 0 X 6 - 0 '` 0 X 7 ' = 0 277 Buzier-Module,_;`i -' .: ,. •. ,• s?ah�_ .�"`u. .... 0:, ,% ; :$ ,- .0 . a _ 0 . •.<X 'S. K:. >0: . , 630F Remote Fire Command Center 0 X 63 - 0 0 X 92 = 0 0. 0 „0• , 2X ;1,08., 0 708 Bus Extender 0 X 10 - 0 0 X 10 = 0 710Bus5plitteP/Repeat'erMadule;`; 0 711 Zone Expansion Module 0 X 11 = 0 - 0 X 11 = 0 , ActiveZone,(EOL It+stalEedp. 0 X #X 2 d 4 .. .,0-. , 711S Zone Expansion Module - 0 X 4.2 = 0 0 X 4.7 = 0 p 77 U 7124Zdne,ExpansioRModule: = „a'.°„ ...,,.ts X's. '17` 0 ;X c Active Zones(EOL Installed) '0 X 1.6 - 0 0 X 2 = 0 714,ZorieExpansi6nModuke ^:`', ..,'::: 0 X.:'. . 7 0, .0 ,,:X aa; 7 0 . Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0 714=8,:714-16`ZorieEzpansionModule.' .,: .Y .�,.:�,: -� .<.'';;, ..-..,.,.,.....: ' '020, �_'.` 0'. '".0 .; `X .20 _ '0,. -. Active Zones(EOL Installed) 0 X 1.6 -_ 0 0 X 2 = 0 715Zone•Ezpansion'Module ,_:,-`.: .. . n. . 0 1 X:",.. 7:. . - 0. 0 Active Zones(EOL Installed) 0 X 4 - 0 0 X 30 = 0 .4-Wire Smokes- %�..`_ -t.•S' 0`.. . X' 00= 0` 0 X 0.1 0 715-8,715-16 Zone Expansion Modules 0 X 20 - 0 0 X 20 = 0 Adive;Zories(EOL lnstaBCd) _:'n. M- _s. 0. X=f 4:t,. 0 ' A;0 X 30.:'s; 0 t 2-Wire Smokes 0 X 0.1 = 0 0 X 0.1 = 0 7160i1[put Expansion Module :<,: = sa,' ..."'r,. _: .' 0: . X-: 13;,' �- - z. 0. X 13 0 ` Active Form C Relays 0 X = 0 0 X 12 = 0 Z17 G2phic Annunciator Module-'t-, ° '0 „X 1d' 0. 0 X u_ 0 - 0 Annunciator Outputs 0 X = 0- 0 X 1 - 0 734Wie4arid1nterFace'Module :? .:� ...1. .r..` _-.. �., ,. ;0; X -40... Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 - 0 -.Annunciator(ON) .0;_ .iX `;`r>. . 0 ;0 Proximity Reader - 0 X 200 - 0 0 X 200 - 0 736P,.P,OPITlnterfaseModule.. e. r _•.:'. _..,..r_. .. 0- X:b.. 25 < 0, .`0.,_ Radionics Popex,Octopopit,Popits 0 X - 0 0 X - 0 736V:4-PIexModule;;; a`.'w' <• 0. X:'s. 45; 0..' ''' ';0 ,,X • 45 :0 Active Zones 0 X - 0 0 X = 0 738AAdemco Wireless inteiface Module 0 X' 75 0 _ 0 X 75 0 738T Wireless Translator 0 X 50 - 0 0 X 50 - 0 738Zplus Z-Wave Interface Module 0 X 40 - 0 0 X 40 0 763 Wi-Fi Module 0 X 31 0 0 X 31 _= 0 860 Relay Output Module,one relay active _ 0 X 34` __ 0 ^_ 0� X 34 _ _ 0 All four relays active 0 X 138 = 0 0 X 138 = 0 8655tyle,Y.orZ Notifcatiori Module;:; .-''_ „,'., s' 0 X 26, 0 0 866 Style W Notification Module 0 X 45 = 0 0 X 76 - 0 867-LX=Bus Style W Notcatiori Module.=: •' 0; X-.:s;-. `30,:. 0 ::-0 Ky 8B. 0 ._. raa :.�. .'. 869 Dual Style D Initiating Module 0 X 25 = 0 0 X 75 = 0 893A`Dual'Pfione Line'Moduie-.•' -:: : '_' '4- 5: -, ,0<.a X' 12 e' a 50 0 0 X ,. _. 1100X Wireless Receiver 0 X 25 - 0 0 X 35 = 0 110OXH.WirelessHighPoweiRece4er, saz '-,,,,. 0.,4 _ X3 76.' = 0 „ x:_•p ;X_ i102, 0. a 7060/7160 Thinline/7060A Aqualite Keypad 0 X 72 = 0 0 XN21 = 0 7063/7163 Thinlirie/7063A Aqualite Keypad,. 0;'7070/7170 Thinline/7070A Aqualite Keypad - 0 X 72 = 0 0 X = 0 Active Zones(EOL'Instalied): 0- X 1,6 _ _ .0 0 X" 0 _ ` F.7073/7173Thinline/7073AAqualite Keypad 0 X 85 = 0 0 X = 0 ActiveZories(EOL Installed); 0.. 0 0 X7872 Graphic Touchscreen Keypad _ 0 X 145 = 0 0 X = 0 •.'.Aetive.Zoees(EOL Installed) .r 0 ,X 1.6.t' {" 0;2 i'0 .X. 2 0 7873 Graphic Touchscreen Keypad 0 X 143 = 0 0 X 243 = 0 Adive Zones(EOL Installed) - 0 ', X „' 1.6; = 0 0 ,X ._ 2',-' _ '0 . 8860 Graphic Touchscreen Keypad 0 X 300 - 0 0 X 350 = 0 Aux;Powered Devices ;,: . : _.<.' -: :1:.,. X,': 0 = 0.:.. 1 $ 300 = 800. Aux.Powered Devices 0 X 0 0 X = 0 .. _ - - Au Devices , 0 ' Aux.Powered Devices 0 X - 0 0 X = 0 ;.Aux.Powered Devices - , - 0. �•X-`' '0 .'0 'X Aux.Powered Devices 0 X = 0 0 X = 0 Aux Powered Devices '•. .• :' 0 X`.: _ :0 0 .;X 0 Aux.Powered Devices 0 X - 0 0 X - 0 Aux.Powered.Devices' 0 X - `° 0 0 X 0: `Based on 10%active zones in alarm Total Standby ink,•.. 200A (Total Alarm_mA"`c'+•.,• ;•; - '�:YM�:539 Required Minimum Alarm Time in minutes *..r.' 5 Minutes X Total Alarm mA 539 = Total Required Alarm Current 44.917 mAh Total Standby mA 2004 mA Number.ofstaodby:6;ursneededa=::<. '`•', 24 fi Total number of standby mA hours = 4810 mAh `•- ' =• Total reowred''a rrii,current(rounded) ;.',;, +. „45 mAh Total number of mA hours = 4855 mAh 6ontingencyfactar ' ;'+ 20% Total number of mAh = 5826 mAh Convert MA h to Ah.' V t Battery Amp hours regtlrred S r 6 >Ah, ' : For more information,refer to the Standby Battery Selection section of the XR150/XR550 Series Installation Guide(LT-1233). This spreadsheet calculator has not been evaluated by UL. XR)i0 XRSe.; Page 2 of 3 OFFICE LOCATION: �Q�SQ(/xy MAILING ADDRESS: Town Hall Annex O� 0� P.O.Box 1179 54375 State Route 25 ~ Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Telephone: 631 765-1938 Southold,NY •' �� www.southoldtownny.gov � tNT 1 F" 1' \ October 22, 2025 PLANNING POAP.D OFFICE TOWN OF SOUTHOLD 0 CT 2 2025 ' Ms. Patricia C. Moore, Esq. ;' 'P;",P' r; 51020 Main Road 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 becember 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, 5Yt Wr\ Cann n0 Brian A. Cummings Senior Planner cc: Michael Verity, Chief Building Inspector Sean Magnuson, Owner FIELD INSPECTION REPORT' l DATE I COMMENTS � d y FOUNDATION (IST) ------------------------------------ C FOUNDATION(2ND) S � z �o pcn c � ROUGH FRAMING& y PLUMBING (� 1 v) G1 r INSULATION PER N.Y. y STATE ENERGY CODE N J S FINAL ADDITIONAL COMMENTS 4 2 -12- 2S on 06i4 rec' — e!tK QYQ e z x d �H Fat*', 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 PERMIT For Office Use Only ,fir PERMIT NO. C 3(06 Building Inspector:. APR 1 4 2021, AppUcat�ons and farms must be filledbutln�th` entirety apphcatlons will not be accepted Where the AppUcant s notthe owner,an Owner's Authorization#armk(Page ' shall be cplmpleted r z Date:4/12/21 e< , -�.:z• � t�UNI�tl' `" ��fiF� � 6 �� h�� ^r�,� �,d.vas t... � �-a'.r;�`.N s�-'-:. r ��`�s Name:HNF RESORTS INC. SCTM#1000-40.-3-5 Physical Address 690 QUEEN.STREET,GREENPORT, NY 11944 r e Phone#:631 477-0022 Email:INFO@ELIKAMPGROUND.COM Mailing Address:690 QUEEN STREET, GREENPORT NY 19944 CEINTACT PERSON�� tc x � Y Name:SEAN MAGNUSON Mailing Address:SAME AS ABOVE Phone#:631-953-3899 Email: DESIGN PROFfSStONALINFORMATION Name:CONDON ENGINEERING Mailing Address 1755 SIGSBEE RD MATTITUCK, NY Phone# 631 298 1986 Email:CONDONENG@OPTON LINE.NET CO(�TRptOR 11ltFOR11ATION 3 �' ' ; x r k j six' Name:SEE ATTACHED Mailing Address: Phone#: Email: D>rscRtpTton�ot~pROP�os��co�sT�uCrloN TWO BEDROOM CABt(� � a� �� a ®New Structure ❑Addition ❑Alteration ❑.Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? RYes []No Will excess fill be removed from premises? ❑Yes RNo 1 L w PROPERTY INFORMATION , Existing use of property TOURIST CAMP Intended use of property TOURIST CAMP Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR-RESORT/RECREATION this property? ®Yes ❑No IF YES, PROVIDE A COPY. �.Check 60x After Reading The owner%ontrattor/design professional is responsible for all dratpage and storm water issues;as provided by chapter 236 of the Town Code APPLICATION IS HEREBY MADE to the Bwlding Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,5uffglk,County,New York and other applicable Laws,Ordinances or Regulations,;for th rp#kof buildings, additions,alEeratioris'or for Yemoval or demolition as herein described The applicant agrees to comply with all applicable lavers ordinan4es,building code housing code and regulations and to admit authorized inspectors on'premises and in bwlding(s)for necessary inspections False statements made,!herein aye pumshableas a Class.A misdemeanor pursuant to Section 210 45 of the New York State Penal Law `�, Application Submitted By(p Date:r' name): �J BAuthorized Agent ❑Owner Signature of A al g pplicant:Si / CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.0 1 BU6185050 Qualified In Suffolk County , COUNTY OF ! ) Commission Expires April 14,2� r of being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)ab ve named, (S)he is the 4,2�Vwlf -�� 0&4� (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this I \day o ,20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I� SEAN MAGNUSON residing at 825 QUEEN STREET, GREENPORT, NY EILEEN WINGATE, QUIET MAN STUDIO do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. XP�L 4/13/2021 0 ne s Sign Date SEA MAG SON Print Owner's Name 2 BOARD MEMBERS �F SDUj Southold Town Hall Leslie Kanes Weisman,Chairperson, �� y� 53095 Main Road•P.O.Box 1179 �� l0 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes y Town Annex/First Floor, Robert Lehnert,Jr. G,-�'cO • . ._. �oQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento C Southold,NY 11971 http://southoldtbvnmy.gov �� . h EU ZONING BOARD OF APPEALS. 3 a Q TOWN OF SOUTHOLD 2. Tel.(631)765=1809•Fax(631)765-9064 AUG 5.2020 pouf Id T®W Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 209 2020 ZBA FILE No.: 73 84SE. NAME OF APPLICANT: HNF Resorts Inc PROPERTY LOCATION: 690 Queen Street,Greenport,NY SCTM No. 1000-40-3-5, SEQRA DETERMINATION: The Southold Town Zoning Board of Appeals declared Lead Agency. status for the SEQRA review of the.special exception.application and an_uncoordinated review was. ... conducted. It was determined that;flus is an Unlisted Aetion pursuant,to State Environmental.Quality. Review Act(SEQRA) 6:NYCRR,Part".G17; as it does not_meet any of the thresholds of aType.1 Action; nor does'it meet;any the criteria on the Type IfiIist of actions and-that-the Southold Towr 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. Iocal determination as there appears to be no significant county-wide or inter-com"Munity impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this,application is listed under the Minor Actions exempt list and is-not subject to review under Chapter 268. TOWN OF SOUTHOLD PLANNING BOARD: The Planning Board offered comments on this application in their June 24, 2026 memorandum. The Planning Board generally has no objection to the Special Exception and cabin size due to the fact that the existing site and.use thereof received Special Exception approval in 1976 and Site Plan approval in 1976 and 2005. The Planning Board currently has . not endorsed a Site Plan for this proposal and reserves the right to make any necessary changes to the Site Plan after reviewing all proposals thoroughly. PROPERTY FACTS/DESCRIPTION: Subject property consists of 23.61 acres located in the Resort Residential (RR)Zoning District. The property is a campground with both mobile&tent sites currently available. The property is improved with an office/bathroom facility, sites for mobile homes, and tent camping sites. ------------ BASIS OF APPLICATION: Request for Special Exception per Code Section 280-35B(5) and Town Code Article 1, Section 253-1, the applicant is requesting permission to alter the existing Tourist and Page 2,August 10,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 Trailer campground by removing twenty(20)tent sites.and constructing twenty(20)seasonal cottage`s,'as. well as variances for twenty(20) cottages measuring 504 sf where the code only allows cottages to. measure a maximum of 450 SF in size; located at: 64500 County Rd 48,Greenport,SCTM#100040-3-5 VARIANCE RELIEF REQUESTED: The applicant's proposal was amended to convert 33 existing tent camping sites to 20 seasonal use cabins.of approximately 504 sq. ft. with an exterior covered porch, where only 450 sq. ft:cabins are allowed. The cabin floor plans also depict a 90 sq. ft. covered porch to be attached to.the cabins for an overall size of 594 sq. ft. In addition, a 600 sq. ft. pavilion.with an . . exterior deck will also be constructed. ADDITIONAL INFORMATION: The proposed 20 cottage sites are a reduction of the currently 33 existing tent.sites. There are certificates of occupancy for all of the existing campground buildings & : ingrourid swimming:pool. The current site.plan was approved in 2006, and.allows for 63 seasonal RV sites, 90 short term:RV/Pop Up sites, and 33 tent sites. The site plan also approves 186 parking spots with an 80-car overflow. The original campground& trailer park came about from a Special Exception permit approval ZBA file#2147 dated July 22, 1976. A Letter of No-Jurisdiction was issued by the New York State Department of.Conservation (NYSDEC). indicating that no permit is required.from the agency, but advised.that no construction, disturbance,. clearing or sedimentation of any kind may take place within 100 feet of NYS regulated .freshwater wetlands without.a permit. SPECIAL EXCEPTION: FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning.Board of Appeals held a public hearing on this application on August 6,2020 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280- 142 and finds: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. The subject property has legally existed as a tourist camp since 1976 without adverse impacts B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is Iocated or of permitted or legally established uses in adjacent use districts.No new uses are being proposed in,this application C. That the safety, the health,the welfare,the comfort, 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.That-the-use-wi-neb -in-harmony-with-and-promote-the-gener-al-purposes-and-intentof-this------------ ---- chapter. The cabins will be in compliance with the Town's storm water management code Page 3,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 E. That the use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility, scale and overall appearance. The property is screened from the road, and is adjacent to Moore's Woods. F. That all proposed structures, equipment and material shall.be readily accessible.for fire and police protection.The existing unimproved road will be widened for better fire and police access and the . campground has its own fire emergency plan and fire truck on site G.That the proposal shall comply with the requirements of Chapter236,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 Tor the location of any of such'permitted uses. B: The conservation of property values and the encouragement of the most appropriate uses of land. C. The effect that the location of the proposed use and the location that entrances and exits may have upon the creation or undue increase of vehicular traffic congestion on public streets,highways or sidewalks to assure the public safety. D. .The availability of adequate and proper public or private water supply and facilities for the treatment,removal or.discharge of sewage,.refuse or other effluent(whether liquid; solid, gaseous or`otherwise)`that may be caused or created'by or as a result of.the'use. E. Whether the use or the materials incidental thereto or produced thereby'may give:off ..:obnoxious gases, odors,smoke or soot.. F. Whether the use will cause disturbing emissions of electrical discharges;dust,light, vibration or noise. G. Whether the operation in pursuance of the use will cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, if existing or if proposed by the-Town or by other competent governmental agencies. H. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles incidental to the use and whether such space is reasonably adequate and appropriate and can be furnished by the owner of the plot sought to be used within or adjacent to the plot wherein the use shall be located. I. Whether a hazard to 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. - -- M.W-he-ther the site-of the-proposed-use-is-par-ticularl-y-suitable-fer-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. 100040-3-5 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 FACTLREASONS 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: I. Town Law$267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The area where the proposed cabins are to be located is already cleared.for tent camping sites with parking. Due to the size of the property, and'it being adjacent to Moore's Woods,there will be no detrimental effect to the surrounding neighborhood. 2. Town Law 6267-bQA)(U The benefit.sought by`the applicant cannot be achieved.by some method; feasible for.the applicant to,pursue;other than an.area variance. The proposed cabins are.504 sq.ft. with a 90 sq.ft.covered porch,(total 594 sq.ft.)which is more than the allowable 450 sq.feet.The applicant's agent stated that the applicants.determined that they could not adequality fit the modern day needs of potential campers within the size limits currently permitted by code. 3. Town Law 8267-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 Page 5;August 20,2020 #7384SE,IINF Resorts,Inc. SCTM No. 1000-40-3-5 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member Weisman(Chairperson),and duly carried,to GRANT, a Special Exception,as applied for,and GRANT.the variance as applied for,as shown on the Site Plan and Architectural Plans prepared by John J.Condon,LPE,last revised February 17,2020, SUBJECT TO THE FOLLOWING CONDITION: 1. The applicant must obtain site plan approval from the Planning Board.Failure to do so will render this Special Exception Permit and variance relief null and void. NOTE: Violations of Conditions. A violation of any limitation or condition of a special exception,approval or of any provision of this chapter applicable to a special exception. use shall constitute a violation of this chapter. The Zoning Board ofAppeals shall retain jurisdiction.and shall.have the right, after a public hearing, to modify, suspend or revoke such approval or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXV, Section 280-141 of the Town Code. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and survey:cited above, 'such as.alterations,,eztensions, or demolitions, .are not authorized under..this application when involving nonconformrt es.under the zoning code. This action does not authorize-or. condone.airy current br,future use,-setback or other feature of the:subject property that.may violate.the Zoning Come,.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 he..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 minim is in nature for an alteration.. that.does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B).of the Code of the Town of Southold.any variance granted by the _ Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision.map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1) year terms. Vote of the Board: Ayes:Members Weisman(Chairperson)Acampora,Dantes,Lehnert,and Planamento (5-0). L Leslie Kanes Weisma Chairperson Approved for filing Y/q /2020 h� ig G d UFFICE LocCATION: ! rx �,.. zy a NfAILING ADDRESS: Town.Hall Annex yf Q 5 �' ; "'P.'O.'Box 1179 54375 State Route 25 Sothold, NY 11971. lcor.Main Rd. &Youngs A-.,e Southold NY ; `}+ 4 T it:lep onei 631"765-1938 l f < 71-7 Xouhholdtownny.gov S 7 1nfj'p� lr ' t1„tic;}. 7,�i��.','rT Ultll-t�,:• IrSla .l,sCs,;.n r,�G xGfl+� it? ..e .. PLANNING.BOARD OFFICE ' ,. .TOWN OF-SOUTI30LD,; October 6,.2020. • Ms. Eileen Wingate 280.5 West Mlll.Road - MattitucK;. Re: Site Plan Approval: Eastern Long-lslan.d Kam,poround Cabins 645006R:48,'Greenport; SCTM#1 000-40.-3-5 Dear Ms. Wingate: The following resolutions:were'adopted.-at-a meeting .of:the,:Southold.Town.Planning.Board on Obtober 5; 2'020: WHEREAS, this,amended site plan is to replace 33.existing tent sites with the proposed constructlor 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 Districi Gr.eenpo t;,an.. WHEREAS,. on December-20,20.19'and'.January.9.,'2020,.Eil 9.VVingate.,.authorized ag'enf, submitted:an Amended lSite 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 - G WHEREAS, on February. 10, 2020; the So.uthold.Towo,P.lann.in,g,'Bo.ard'deterrri.in:ed the application as complete for review; and WHEREAS, on February 10, 2020, the Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6-NYCRR,:Part-61-7, determined that the proposed action is an Unlisted Action as it does not meet any.of the thresholds of a Type I Action, nor does it meet any of the criteria on the,Type':II.list,.of actions;.and WHEREAS, on February 12, 2020, the:Planning.Board, pursuant to,SoufholdTown .Code §280-131 C. distributed the application to the required agencies for their commehts; and M.-rv �n I f www.con onengineen a r . v r C_ - 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION www.dec,ny.gov 00cember 12,-2.019 Eastern.Long.island Kampground' Se r RUf , RE; Delineation of a portion of the wetlands adjacent to your property,.Eastern Long ' JsWM#Catx rounds (SCTM# 1000-40-3-5) Dear Mr. Magnuson, The Qepartrnent,ofEnvironmentaal Conservation implements Aft1cie:24;which is the-:_:- Fresh Water Wetland.Act. Under'Article 24;.the Departtnent'has.Misdictibn over ce utat�ed freshwater wetlands,and 100 feet landuyard df those wetlands Many:acti461, tntit ycfron til-li 01taetitr :...... owl +, 10. A 05. .. - Conducttng these achvrties with fhe t�ehefit of:a Ott fro'' this admen ►s a vigla#ion of Article-2�of the Erivlrorimental onservetion Law (ECt} and NYCRR.Part 0 the.reguletioris.prt�mu(ge#ed under Article.244) Acti�itles greater than 100 feet. from NY,Stata regulated freshwater wetlands would not require an Adidie Z4 pertnlff th-l"' artmattt: :tom .. ba rc .I ''l 01 'i ;#rotas 1I:1 �a"�Qf_ oesso vspf :.... for the purposes of delineatson'the wetland boundary, for a proposed project kv ttte southeast comer of-the property The management of the facility is proposing to construct a number of cabins within the wooded-portion of the lot; around an existing cleared trail, all in the southeast corner of the property. Staff investigated the wetlands tf[o��the east,south acid west of the pro�yp osed proitrpgt No outer w�etlandS oadtaceftt TQ the.east ofthe project, staff found the regulated freshwater-wetlands.to be�greater than 200 feet from the property line. As such, staff did"not bother to place any flags'to demarcate the boundary. Wns�r��an T : fi�e 5 � a d95t£18�t ' tJ :' ► a. aeetrta avmpeise.';te+ r, was:closer in:fits 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 pockdbf wetland. Staff placed:2:flags at the;points where that small- pocket ccires.:-.. g . V a- .. . .: wefia :f��: :1�� :; - ;:wesr �e-fta 1fee.� im a-- propertjr: .,. . 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 _ Again, actrvrties greater than 100 faet from regulated wetlands.do.not require ArErcle 24 permits froM.-this Department.The.wetlands come closest to he:project in the southwestern portion of the pfo�eot in t,nay.come close.to 1i�U feet from the €o Nne YoukEo�ilci have a of#lie wetland sueyed and'placed a a site . lan fo€fhe pra�ect#o confirR�the d�stences estimndted in the" idt't#1e small sMA k C li Sind-therefore ally regulated aoti►�ty would be even farther from the wetland On any site plan for the project you should show a Licit of Clearing,`Grading and Ground Disturbance line That As a.work:hne; m than no,work of any kind would take place . beyond;ttiat kr�e. if chart lie 1.OQ feet of greater dram a{l of tiie wetland tags you..wouid not need an Ertic(e 24 perrrnt from Ii ffs Departnier t. SincerehP Bari Lewis E C E WE ��uFF UILDING DEPARTMENT- Electrical Inspector 1 ®� C 1 1 2023 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 „o € 41g D nrtment Southold, New York 11971-0959 wn of-,Southold Telephone (631) 765-1802 - FAX (631) 765-9502 iameshna southoldtownny.gov - sea nda-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 El I request an email copy of Certificate of Compliance Elec. Address.: 103 School St Lindenshurst NY 11757 JOB SITE INFORMATION (All Information Required) Name: HNF Resorts LI/Eastern Long Island Kampground Z2 / 3 Address: 64500 County Rd 48 Greenport, NY 11944 Cross Street: Phone No.: Bldg.Permit#. email: sean@magnuson.one '* Tax Map District: 1000 Section: Block: 3 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 1 2 H Frame D Pole Work done on Service? M Y N Additional Information: PAYMENT DUE WITH APPLICATION L4 1 Fdd A�l5p Rec #-1p-11l PERMIT rl Address Switches Ourieis GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini -arbon Micro Generator -ornbo Cooktop Transfer \C AH Hood Service Amps Have Usec -pedal .omments J VERMITO AOOFeSS: HNF Resorts Li LLC Eastern Long Island Kampground :.,Switches 64500 CR 48[690 Queen St Outlets ;-jr Greenport, NY 11944 Tax Map ID: 10,00-40-03-05 ;2- orface St.ond.es 1H WS c) U:C"Lts 0 fridge HW I-oia IOAO 0 r. 0 Min"''F W/D Fans 0 r panel T 'Ump Exhaust I Oven 0 Sump 0 Heater Tr.nift r Smokes kes 2, bVV d Generator 0Salt Gen. Carbon p micro -Gr'bDis 0 ,Water:gdnd Lights :-:Heat Avigpi.,r— Pucks -ERV 0 4c se or tum A Inst'Hbt 0 Transfer 0 -combo 0 "tookto!) 0 minisplit I AC 0 AH 0 _ .H'G' 9"d a Blower Sefvice OAMpt Have .Used Sub /0() Amps Have Used c 2 LEI_ D '74 . . . Ru of''Southold 4i r t� DCV in PROPOSED 2"0 ATER MAIN s E-T-COVER PROPOSED 4"0 WATER MAIN - tg I ;:._: CO n Q DECK DECK I `y D oN ' irav N v DECK r= ,:,t. En DECK I ( x - {:.•' i J I - _ #16 ES ~ ----- �� AMP t CAW SIX 125 DECK x, 1 z o y'.,.•: ',: DECK / x. JIM o - Ali �. �� '•:%�`*�; �e/�i ii / - .oho '�� i ",t�[� -� - - - , p - 9y X :.;1;; .:max ,— � � r:�� •:: " . --- - Q�� y�r� i! � �� - .gam\�y _ _•�: `t --- - � w �- gyR. 0. VILLAGE OF GREENPIzj ORT X'�ti "' 110. #$ I VACANT LAND `_ /. . /• .xr` I I , 0-9 TO TIV _ rL¢.aPwaehmmn E,P�¢P.4 ev..msm ae.H !"e54m61vmo ROPO \ \ #9 amra�...aea.aQi.ms.�o.e..an.earoe .NaacQ x� \x�/ S 4 Q NCondon Engineering, P.C. Eastern Long Island 4Wq uxK�� Drawn by:JJC 1755 Sigsbee Road -. x ,�O Mattituck,New York 11952 Camp Grounds S P 'I ODate:3-13-2021 (631)298-1966 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. .Water Lines) MUST Be Inspected By The Suffblk County Dept. Of Health Services. .Call 552--5754, 48 Hours In Advance To Schedule Inspec tim(s). ENGINEER'S CERTIFICATION R.CQUIRCD. SUBMIT RE..4R R.A. CERTIFICATION FOR INSTALLATION AND CONSTRUCTIoN OF I�l��►:y�S,'L-�--� / /<<a", FflR FINAL APPROVAL. s ys le., `` ,� a •�..Q s 79 52 t N c vim' . �+ m 'i floo: APR 0 2021 boo 11o. mvi ES M tQ Q RIGT. 70 4/2/2021 SCDHS COMMENTS . ..� . q A 5 '� •,>, �� 3/15/2021-CABIN REVISIONS 10/21/2020-SCDH S COMMENTS;.. F o tw m 9/28/2020 TOINN`COMMENI'S. 7122/?020 REV:BLDGS. -v " `g `p� 6/22/2020 SCDHS COMMENTS. a N 6/8/2020 SCDFIS,:�OMMENtS 5/26/2020`.SCDHS COMMENTS REVISIONS. ca OF F` . Ear HEALTH DEPARTMENT APPROVAL STAMP r 0 19 2 S.0 - A��FfSStO�P�'� .T.M.: DIST. 1000 SEC.40 BLK. 03 LOT. 05 I ndon Eg, P.C,. EASTERN LONG ISLAND 1755 Sigsbee Road KAMPGROUND690 QUEEN STREET WOW* New York 11952 GREENPORT, NY 11944 OF (631) 298-1986 (631)298-2651 fax www.condonengineering.com" OVERALL SANITARY PLAN SUBJECT PREMISES KEY AMP SCAU 1'=600' 0 SHEET 1 OF 2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES- APPROVAL OF CONSTRUCTED WORKS DATE- 7/23/25 H.S, Ref No, C-20-0055 The se,,twage disposal and water supply facilities at this location have been inspected andlor certified by tivis department or other agenc es and found to be satisfactory Jot A THHAN IPAI, PE.,CHIEF OFFICE OF WASTEWATER MANAGEMENT COMcheck Software Version 4.1.5.1 j Envelope Compliance Certificf r � .Project Information Energy Code. 90.1 (2016)'Standard Project Title: Eastern Long-'Island'Campground-2 Bedroom Cabin RWcation: Greenport Climate Zone:: ... Project Type:` New Cohstruction Vertical..Glazing/Wall Area: 1.0%,: Performance Sim.Specs: Eriergyfts 9A.G.0094EPW USA_CT,-Bridgeport-Sikorsky.Mem.AP.725040 TMY3.epw) ConstTq(Aon Site: Owner/Agent ." .; Designer/Contractor: Queen Street Eastern 4ong IslardNCampg�ound John].•Condon P E.. Condon Engineeririg,PC - 1755 Sigsbee Road Mattituck,NY-11952 631-298-1986 Building Area F[oorArea. 1-Motel.:Residential 499 Envelope Assemblies , Assembly Gross Area Cavity '. coast. Proposed Budget U- or - R Value R Valtae U-Factor Fac#orret Per7rneter Roof 1:Attic Roof with Wood Joists,[Bldg...Use 1-Motel] 499 49 0 0.0 0.021 0:021 Floor 1:Wood-Framed,[Bldg,.Use 1-Motel] 499 30.0 0.0 0.033 0.033 NORTH Exterior Wall 3:Wood-Framed,16"o.c.,[Bldg,Use 1-Motel] . 144 •21:0 0.0 0.062 0.064- Window:&Wood Frame:Operable,Pert-Specs.:Product ID CXW14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) Window 7:Wood Frame:Operable,Perf.Specs.:Product ID CXW14, 10 - — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) EAST Exterior Wall 2:Wood-Framed,16"o.c.,[Bldg.Use 1-Motel] 224 21.0 0.0 0.062 0.064 Window.3:Wood Frame:Operable,Perf.Specs.:Product ID.CW13, 5 0:260 0.31.0 SHGE U:34;11-r 0:57.:[Bidg-Use 1- Motel}(b}- Window 4:Wood Frame:Operable,Perf.Specs.:Product ID CX14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg..Use 1-Motel](b) Window 5:Wood Frame:Operable;Perf,Specs.:Product ID CX14, 10 — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1 -Motel](b) SOUTH . Exterior Wall 1:'Wood-Framed,16"o.c,,[Bldg.Use 1-Motel] 144 21.0 0.0 . 0:062 6.064 Window 1:Wood Frame:Operable,Perf.Specs.:Product ID CXW14, 10 — - 0.260. 0.310 SHGC 0:34,VT 0.57,[Bldg.Use 1 -Motel](b) Window 1 copy 2:Wood Frame:Operable,Perf.Specs.:Product ID 10 — 0.260 0.310 CXW14,SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) Door 1:Wood,Swinging,[Bldg,Use 1-Motel] 2 — — 0.300 0.370 Project Title: Eastern Long Island Campground-2 Bedroom:Cabin Report date: 03/05/21 Data filename: C:\Users\Owner\Favorites\ComChecks\2 Bedroom Cottage.cck Page 1-of 10 Assembly. Gross Area Cavity Cont. Proposed Budget U.- or R-Value R-Value. U-Factor Factor(.) Perimeter �:' 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--becertified.in.accordance with.NFRC and requires supporting.documentation. Envelope Compliance Statement{ Compliance Statement. The proposed envelope,design;represented,in this.document is.consistent with the.building plans, specifications,'a -other calculations sUbriiittefi with this,permit applicai'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. 41 N:arne;�:Title Date Project Title: Eastern Long Island Campground-2.13ed�oom Cabin Report date: 03/05/21 Data filename: C:\Users\Owner\Favorites\ComChecks\2 Bedroom Cottage.cck Page 2 of 10 CABIN #13 Fire Sprinkler Reports for 1 EasternnLong Island Campground ,690;Queen Street Greenport;'New York PEE OF N£k11� L?"J.IJ `��F •tOeZ►�`'� APPROVED AS NOTED DATE:-Z Z g/Z Y B.P.# FEE BY: yISS.e� Prepared By: NOTIFY FIRE MARSHAL AT 631-765-1802 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 February 4,2024 CODES AND APPLICABLE NFPA STANDARDS J I 1 I. Fire Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering f?± Cabin#13 Mattituck,NY 11952 f Page 2 General .Project Data Report General Data Project Title: Cabin#13 Project File Name: Cabin 13..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 #13 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: 826134000 Date Of Test: 1-11-2021 Hydrant Elevation: 0 ft Static Pressure: 66.00 psi Test Flow Rate: 1503.00 gpm Test Residual Pressure: 52.00 psi Calculated System Flow Rate: 91.49 gpm Calculated Inflow Residual Pressure: 53.53 psi Available Residual Pressure At 65.92 psi System Flow: Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.09 gpm/ft2 Maximum Water Velocity: 20.00 ft/s Maximum Frictional Loss/ 100 feet: 20.00 psi Number Of Active Nodes: 25 Number Of Active Pipes: 24 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 6 Number Of Inactive Sprinklers: 0 C:\...\Cabin 13.fiw Monday, February 5, 2024, 10:49 AM Fire Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. rJ �x Condon Engineering _ a Cabin#13 ma Muck, NY' 11952 Page 3 Fire Sprinkler Input Data 'F,� "��t!'atrr "-'3&'T' a; `�-5'.!� ,.drZS'�. yi "?h*..r�g £"t.�:� .fad ;74 � .,v.�`t x.�•_k.� �` '�'U� ,F ,4�,�",s-_.v fN. Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate(psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 1 Sprinkler A 5.60 7.49 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 2 Sprinkler A 5.60 7.49 11.00 0.00 ---- 0.000 . 0.0 ---- 0.0 0.00 3 Sprinkler A 5.60 7.83 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 4 Sprinkler A 5.60 7.67 11.00 0.00 -- 0.000 0.0 ---- 0.0 0.00 5 Sprinkler A 5.60 7.04 11,00 0.00 ---- 0.000 0.0 --- 0.0 0.00 6 Sprinkler A 5.60 7.00 11.00 0.00 --- 0.000 0.0 --- 0.0 0.00 7 No Discharge --- N/A 7.86 11.00 0.00 --- 0.000 0.0 --- 0.0 0.00 8 No Discharge --- N/A 7.88 11.00 0.00 --- 0.000 0.0 --- 0.0 0.00 10 No Discharge -- N/A 8.24 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 11 No Discharge -- N/A 8.38 11.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 12 No Discharge ---- N/A 9.24 11.00 0.00 ---- 0.000 0.0 --- 0.0 0.00. 13 No Discharge --- N/A 17.21 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 15 No Discharge ---- N/A 20.40 -4.00 0.00 --- 0.000 0.0 --- 0.0 0.00 16 No Discharge -- N/A 18.84 2.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 1 No Discharge ---- N/A 24.85 2.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 18 No Discharge --- N/A 28.56 -4.00 0.00 --- 0.000 0.0 ---- 0.0 10.00 C:\...\Cabin 13.fiw Monday, February 5, 2024, 10:49 AM Fire-Fire Sprinkler Hydraulics Calculation Program , . Elite Software Development,Inc. Condon Engineering Cabin#13 Mattituck,NY 11952 f 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) 20 No Discharge ---- N/A 31.44 4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 30 No Discharge --- N/A 35.36 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 31 No Discharge ---- N/A 36.63 -4.00 0.00 --- 0.000 0.0 --- 0.0 0.00 32 No Discharge -- N/A 37.05 4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 33 No Discharge -- N/A 41.12 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 35 No Discharge ---- N/A 41.50 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 36 No Discharge ---- N/A 44.51 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 37 No Discharge - N/A 53.22 -4.00 0.00 --- 0.000 0.0 --- 0.0 0.00 40 No Discharge ---- N/A 53.53 4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 13.fiw Monday, February 5, 2024, 10:49 AM Fire-Fire Sprinkler Hydraulics Calculation Program t Elite Software Development,Inc. • Condon Engineering /.� i Cabin#13 Mattituck,NY 11952_ f - Page 5 Fire Sprinkler Input.Data Pipebnput,Data F y77771 Nominal Nominal Fitting Total CFactor Beg. End. Pipe Description Diameter Type Fitting Length Length Length (gpmlinch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 1 8 BLAZEMASTER CPVC 1.000 0 T 4.50 5.00 9.50 150 2 8 BLAZEMASTER CPVC 1.000 0 T 4.50 5.00 9.50 150 3 10 BLAZEMASTER CPVC 1.000 0 T 4.50 5.00 9.50 150 4 10 BLAZEMASTER CPVC 1.000 0 E 6.50 7.00 13.50 150 5 7 BLAZEMASTER CPVC 1.000 0 ET 9.00 12.00 21.00 150 6 7 BLAZEMASTER CPVC 1.000 0 ET 10.00 12.00 22.00 150 7 8 BLAZEMASTER CPVC 2.000 0 3.00 0.00 3.00 150 8 11 BLAZEMASTER CPVC 2.000 0 T 7.50 10.00 17.50 150 11 10 BLAZEMASTER CPVC 2.000 0 T 6.50 10.00 16.50 150 11 12 BLAZEMASTER CPVC 2.000 0 E 3.00 11.00 14.00 150 12 13 SCHED 40 STEEL BLK 2.000 0 E 15.00 3.50 18.50 120 13 15 SCHED 40 STEEL BLK 2.500 0 2T 78.00 17.00 95.00 120 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 13.fiw Monday, February 5, 2024, 10:49 AM Fire-Fire Sprinkler Hydraulics Calculation Program , . Elite Software Development,Inc. Condon Engineering ; i �` Cabin#13 Mattituck, NY 11952 Page 6 Fire Sprinkler Output Data Ove�rallNod'e Group ings ,011atput Data Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure(psi) Node (gpm) 1 8 0 -15.32 15.32 0.00 0.00 7.49 2 8 0 -15.32 15.32 0.00 0.00 7.49 0.00009 3 10 0 -15.67 15.67 0.00 0.00 7.83 0.00010 4 10 0 -15.51 15.51 0.00 0.00 7.67 0.00009 5 7 0 -14.85 14.85 0.00 0.00 7.04 0.00006 6 7 0 -14.82 14.82 0.00 0.00 7.00 0.00007 7 5 0 14.85 0.00 0.00 0.00 7.86 -0.00007 7 6 0 14,82 7 8 0 -29.67 8 1 0 15.32 0.00 0.00 0.00 7.88 0.00000 8 2 0 15.32 8 7 0 29.67 8 11 0 -60.32 10 3 0 15.67 0.00 0.00 0.00 8.24 0.00000 10 4 0 15.51 10 11 0 -31.18 11 8 0 60.32 0.00 0.00 0.00 8.38 0.00000 11 10 0 31.18 11 12 0 -91.49 12 11 0 91.49 0.00 0.00 0.00 9.24 0.00000 12 13 0 -91.49 13 12 0 91.49 0.00 0.00 0.00 17.21 0.00000 13 15 0 -91.49 15 13 0 91.49 0.00 0.00 0.00 20.40 0.00000 15 16 0 -91.49 16 15 0 91.49 0.00 0.00 0.00 18.84 -0.04920 16 17 0 -91.54 17 16 0 91.54 0.00 0.00 0.00 24.85 0.04920 17 18 0 -91.49 18 17 0 91.49 0.00 0.00 0.00 28.56 0.00000 18 20 0 -91.49 20 18 0 91.49 0.00 0.00 0.00 31.44 0.00000 20 30 0 -91.49 C:\...\Cabin 13.fiw Monday, February 5, 2024, 10:49 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering E1 �`3 Cabin#13 Mattituck,NY 11952 E r+fY.'• Page 7 Fire Sprinkler Output Data Overall,Node.G,ro:upings OutputY;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) 30 20 0 91.49 0.00 0.00 0.00 35.36 0.00000 30 31 0 -91.49 31 30 0 91.49 0.00 0.00 0.00 36.63 0.00000 31 32 0 -91.49 32 31 0 91.49 0.00 0.00 0.00 37.05 0.00000 32 33 0 -91.49 33 32 0 91.49 0.00 0.00 0.00 41.12 0.00000 33 35 0 -91.49 35 33 0 91.49 0.00 0.00 0.00 41.50 -0.04920 35 36 0 -91.54 36 35 0 91.54 0.00 0.00 0.00 44.51 0.04920 36 37 0 -91.49 37 36 0 91.49 0.00 0.00 0.00 53.22 0.00000 37 40 0 -91.49 40 37 0 91.49 0.00 0.00 -91.49 53.53 C:\...\Cabin 13.fiw Monday, February 5, 2024, 10:49 AM Fire:Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering 0 4 Cabin#13 Mattituck,NY 11952 r Page 8 Fire Sprinkler Output Data Overall Pipe Output :Data Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 5 5.60 11.00 14.85 7.04 1.00 14.85 0.03926 9.00 0.824 7 0.00 11.00 0.00 7.86 1.101 14.85 ET 12.00 0.000 BLAZEMASTER CPVC 150 5.01 0 21.00 0.824 6 5.60 11.00 14.82 7.00 1.00 14.82 0.03907 10.00 0.860 7 0.00 11.00 0.00 7.86 1.101 14.82 ET 12.00 0.000 BLAZEMASTER CPVC 150 4.99 0 22.00 0.860 1 5.60 11.00 15.32 7.49 1.00 15.32 0.04159 4.50 0.395 8 0.00 11.00 0.00 7.88 1.101 15.32 T 5.00 0.000 BLAZEMASTER CPVC 150 5.16 0 9.50 0.395 2 5.60 11.00 15.32 7.49 1.00 15.32 0.04159 4.50 0.395 8 0.00 11.00 0.00 7.88 1.101 15.32 T 5.00 0.000 BLAZEMASTER CPVC 150 5.16 0 9.50 0.395 7 0.00 11.00 0.00 7.86 2.00 0.00 0.00766 3.00 0.023 8 0.00 11.00 0.00 7.88 2.003 29.67 ----- 0.00 0.000 BLAZEMASTER CPVC 150 3.02 0 3.00 0.023 3 5.60 11.00 15.67 7.83 1.00 15.67 0.04334 4.50 0.412 10 0.00 11.00 0.00 8.24 1.101 15.67 T 5.00 0.000 BLAZEMASTER CPVC 150 5.28 0 9.50 0,412 4 5.60 11.00 15.51 7.67 1.00 15.51 0.04251 6.50 0.574 10 0.00 11.00 0.00 8.24 1.101 15.51 E 7.00 0.000 BLAZEMASTER CPVC 150 5.23 0 13.50 0.574 8 0.00 11.00 0.00 7.88 2.00 0.00 0.02846 7.50 0.498 11 0.00 11.00 0.00 8.38 2.003 60.32 T 10.00 0.000 BLAZEMASTER CPVC 150 6.14 0 17.50 0.498 11 0.00 11.00 0.00 8.38 2.00 0.00 0.00839 6.50 0.139 10 0.00 11.00 0.00 8.24 2.003 31.18 T 10.00 0.000 BLAZEMASTER CPVC 150 3.17 0 16.50 0.139 11 0.00 11.00 0.00 8.38 2.00 0.00 0.06152 3.00 0.861 12 0.00 11.00 0.00 9.24 2.003 91.49 E 11.00 0.000 BLAZEMASTER CPVC 150 9.32 0 14.00 0.861 12 0.00 11.00 0.00 9.24 2.00 0.00 0.07976 15.00 1.476 13 0.00 -4.00 0.00 17.21 2.067 91.49 E 3.50 6,495 SCHED 40 STEEL BLK 120 8.75 0 18.50 7.971 13 0.00 -4.00 0.00 17.21 2.50 0.00 0.03357 78.00 3.189 15 0.00 -4.00 0.00 20.40 2.469 91.49 2T 17.00 0.000 SCHED 40 STEEL BLK 120 6.13 0 95.00 3,189 C:\...\Cabin 13.fiw Monday, February 5, 2024, 10:49 AM Fire Fire Sprinkler Hydraulics Calculation Program ti� Elite Software Development,Inc. Condon Engineering ft 4 ti Cabin#13 Mattituck, NY 11952 tiiai'. Page 9 Fire Sprinkler Output Data Overall Pipe Output Data (Cont'd) Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 15 0.00 -4.00 0.00 20.40 2.00 0.00 0.07976 6.00 1.037 16 0.00 2.00 0.00 18.84 2.067 91.49 .2E 7.00 -2.598 SCHED 40 STEEL BLK 120 8.75 0 13.00 -1.561 16 Backflo 2.00 18.84 91.54 Prev 17 6.00 psi 2.00 24.85 17 0.00 2.00 0.00 24.85 2.00 0.00 0.07976 7.00 1.117 18 0.00 -4.00 0.00 28.56 2.067 91.49 2E 7.00 2.598 SCHED 40 STEEL BLK 120 8.75 0 14.00 3.715 18 0.00 -4.00 0.00 28.56 2.00 0.00 0.07976 29.00 2.879 20 0.00 -4.00 0.00 31.44 2.067 91.49 T 7.10 0.000 SCHED 40 STEEL BLK 120 8.75 0 36.10 2.879 20 0.00 -4.00 0.00 31.44 4.00 0.00 0.00310 1190.00 3.913 30 0.00 -4.00 0.00 35.36 4.026 91.49 10E 71.00 0.000 SCHED 40 STEEL BLK 120 2.31 0 1261.00 3.913 30 0.00 -4.00 0.00 35.36 4.00 0.00 0.00310 400.00 1.276 31 0.00 -4.00 0.00 36.63 4.026 91.49 EL 11.30 0.000 SCHED 40 STEEL BLK 120 2.31 0 411.30 1.276 31 0.00 -4.00 0.00 36.63 4.00 0.00 0.00310 120.00 0.416 32 0.00 -4.00 0.00 37.05 4.026 91.49 T 14.20 0.000 SCHED 40 STEEL BLK 120 2.31 0 134.20 0.416 32 0.00 -4.00 0.00 37.05 3.00 0.00 0.01166 332.00 4.076 33 0.00 -4.00 0.00 41.12 3.068 91.49 2LT 17.70 0.000 SCHED 40 STEEL BLK 120 3.97 0 349.70 4.076 33 0.00 -4.00 0.00 41.12 4.00 0.00 0.00310 11 too 0.379 35 0.00 -4.00 0.00 41.50 4.026 91.49 EL 11.30 0.000 SCHED 40 STEEL BLK 120 2.31 0 122.30 0.379 35 Backffo -4.00 41.50 91.54 Prev 36 3.00 psi -4.00 44.51 36 0.00 -4.00 0.00 44.51 2.00 0.00 0.07976 105.00 8.710 37 0.00 -4.00 0.00 53.22 2.067 91.49 2L 4.20 0.000 SCHED 40 STEEL BLK 120 8.75 0 109.20 8.710 C:\...\Cabin 13.fiw Monday, February 5, 2024, 10:49 AM Fire Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering F '; Cabin#13 Mattituck,NY 11952 r W7 Page 10 Fire Sprinkler Output Data Overall Pipe Output Data (confd) 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 (� (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 37 0.00 -4.00 0.00 53.22 6.00 0.00 0.00042 712.00 0.369 40 0.00 -4.170 0.00 53.53 6.065 91.49 T 21.40 0.000 SCHED 40 STEEL BLK 120 1.02 0 733.40 0.309 C:\...\Cabin 13.fiw Monday, February 5, 2024, 10:49 AM Fire m Fire Sprinkler Hydraulics Calculation Program Elite Software Development;Inc. Condon Engineering ] `* Cabin#13 Mattituck-,NY'11952 r ; Page 11 .Eire Sprinkler Output Data Overall Sprinkler Output Data Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure 2 Density Discharge Node No. Code KFactor(K) (feet) (psi) (ft ) (gpm/ft2) (gpm) 1 A 5.60 11.00 7.49 144.00 0.106 15.32 2 A 5.60 11.00 7.49 144.00 0.106 15.32 3 A 5.60 11.00 7.83 144.00 0.109 15.67 4 A 5.60 11.00 7.67 144.00 0.108 15.51 5 A 5.60 11.00 7.04 144,00 0.103 14.85 6 A 5.60 11.00 7.00 144.00 0.103 14.82 Sub Totals For Group A 864.00 0.106 91.49 Totals For All Groups 864.00 0.106 91.49 C:\...\Cabin 13.fiw Monday, February 5, 2024, 10:49 AM Fire-Fire Sprinkler Hydraulics Calculation Program ,. . . Elite Software Development,Inc. Condon Engineering ! tin Cabin#13 Maftituck,NY 11952 Ali►.`• 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: 91.49 gpm Average Sprinkler Flow: 15.25 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity( In Pipe 11 - 12) 9.32 ft/sec Maximum Velocity Pressure ( In Pipe 11 - 12) 0.58 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0087 psi Actual Average Nodal Pressure Imbalance: 0.0029 psi Actual Maximum Nodal Flow Imbalance: 0.0492 gpm Actual Average Nodal Flow Imbalance: 0.0079 gpm Overall Network Summary Number Of Unique Pipe Sections: 24 Number Of Flowing Sprinklers: 6 Pipe System Water Volume: 2453.16 gal Sprinkler Flow: 91.49 gpm Non-Sprinkler Flow: 0.00 gpm Minimum Required Residual Pressure At System Inflow 53.53 psi Node: Demand Flow At System Inflow Node: 91.49 gpm Q\...\Cabin 13.fiw Monday, February 5, 2024, 10:49 AM 6 Fire-Fire Sprinkler Hydraulics Calculation,Program Elite Software Development,Inc. Condon Engineering « Cabin#13 Mattituck, NY 11952 Page 13 Fire Sprinkler Output Data Yy Y H draul�c�Supply/DemandG`raph R �' 100 90 80 U) 70 CL so � 52 U) 5 N 0 N a 40 30 20 10 0 2 4 6 8 10 12 14 16 18 20 Flowrate(x100) gpm Supply Curve Data Static Pressure: 66 psi Test Residual Pressure: 52 psi Test Flow Rate: 1503 gpm Demand Curve Data Calculated Residual Pressure: 53.53 psi Calculated Flow Rate: 91.49 gpm Excess Available Residual Pressure At Calculated Flow: 12.39 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 15.50 psi C:\...\Cabin 13.fiw Monday, February 5, 2024, 10:49 AM