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Home My WebLink About49737-Z of Souryo`o Town of Southold * * P.O. Box 1179 53095 Main Rd, couxr+. ,e Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46605 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. 49737 and dated: 09/20/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the Yaw. The occupancy for which this certificate is issued is: "As built" seasonal Cabin 5 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: 49737 09/09/2025 PLUMBERS CERTIFICATION: Jorge Naranjo 04/04/2025 Aut ri d. ignature o�SUFFoc,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT z TOWN CLERK'S OFFICE SOUTHOLD, NY Caw 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#: 49737 Date: 9/20/2023 Permission is hereby granted to: HNF Resorts LI LLC PO BOX 89. Greenport, NY 11944 To: (cabin #5) legalize "as built" seasonal cabin in existing campground as applied for per ZBA, Planning & SCHD approvals. Replaces 46351. 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�SUFFot,r� TOWN OF SOUTHOLD aye BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "o • SOUTHOLD, NY y�iol.� yam# 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#: 46361 Date: 6/4/2021 Permission is hereby granted to: HNF Resorts LI LLC 690 Queen St Greenport, NY 11944 To: (cabin #5) legalize "as built" seasonal cabin in existing campground as applied for per ZBA, Planning & SCHD approvals. At premises located at: 64500 CR 48, Greenport SCTM #473889 Sec/Block/Lot# 40.-3-5 Pursuant to application dated 4/14/2021 and approved by the Building Inspector. To expire on 12/4/2022. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $975.20 CO-COMMERCIAL $50.00 Total: $1,025.20 Buil in ector o��pF SO!/l�ol � o Town Hall Annex . Telephone(631)765-1801 54375 Main Road P.O.Box 1179 • Q Southold,NY 1 1 97 1-0959 a 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#: 49737 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 (✓' Basement F Service F Solar (— Outdoor 1 st Floor r Pool r Spa r Renovation r 2nd Floor (- Hot Tub r Generator F Survey r Attic ly—�' Garage Battery Storage F INVENTORY Service 1 ph (- Heat Duplec Recpt 31 Ceiling Fixtures 5. Bath Exhaust Fan 1 Service 3 ph r 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 Heat Detectors Disconnect Switches 9 4'LED Exit Fixtures Other Equipment: Fridge, Minisplit, 100A Panel Notes: Cabin 5 Inspector Signature: X Date: September 9, 2025 Sean Devlin Electrical Inspector sean.devlin a_town.southold.ny.us 64500CR48Cabin5 Town Hall Annex _ r- 54375 Main Road y Telephone(631).765=4802: P.0.Box 1179 c Southold, NY 11971-U959. y BUILDING DEPARTMENT ' 1•� '� '� i�,.. � ,u, pia TOWN OF SOUT14OLD i, { APR 4 2025 CERTIFICATION Date: o �a z O y' 4 0 S Building Permit No. Owner: } �'r e SoY S L-I L C (Please.print) Plumber: (�2�(2J►\140 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. /_4z - (Plumbers afore) Sworn to before me this ADVENDIZO TORkE_S day of 20 NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01 T06231053 Qualified in SUFFOLK County' Commission Expires 11/22/2026 ` Notary Public, County 1 ho��OF SOUIyo — # # TOWN Of OUTHOLD, BUILDING DEPT. coorm, 631-765-1802 CoJ?lA INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]. INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION . °[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0-\ ,il 150�2L f � - � DATE l/ INSPECTOR ho�a0f SOUTyOIo "l i 77 J^G('i �t-;� * # TOWN �7SOUTHOLD B ILDING�1 DEPT. N O O �yCourm, 631-765-1802 f INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL _ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LECTRICAL (FINAL) ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR Sol/ �o �o # TOWN OF SOUTHOLD BUILDING DEPT. coum, �o 631-765-1602 q11A . INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM RKS- � � �+MA( Va A./( tvM4 b 4 DATE ZO INSPECTOR pF so(/Tyo h� l0 # # TOWN OF SOUTHOLD BUILDING DEPT. � Comm N�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] �NATIOWCAULKING [ ] 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: &\ if NA*w i7m� b � � t �t DATE IN SPECTOR ho�aOF SOUryO� '* # TOWN OF SOUTHOLD BUILDING DEPT. � coU�+� 631-765-1802j INSPECTION . [ ] FOUNDATION 1ST/ 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: kv� . VAS IF ovwt-- r4 TE INSPECTOR OF SOpTyO� # TOWN OF SOUTHOLD BUILDING DEPT. MormN�' 631-765-1802 INSPECTION FOUNDATION 1 ST/ REBAR ROUG G [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: S Q► y� q__� d iw'�✓ _ 1 DATE INSPECTOR ti pF 50Ujyolo # TOWN OF SOUTHOLD BUILQING DEPT. , 631-765-1802 (; ( �, �y00Utli'r N`� i 1p INSPECTION . [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION/CAULKING [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR [ ] RENTAL REMARKS: _ InCAADN Y 54�k�1 ' AA r r AI k TE - 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 0 u D OCT 19 2021 M 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 Co a Footings-690 Queen Street, Greenport. Permit#s 46347, 46348, 46349, 46350, 3 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.-accorda nce-with-the--plans-fi led-with-the_Building_Department.-T.he_.sonotubes_ ______________________ 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. 051684 AROFFSS10 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 n g.com �o V � . November 25, 2021 V� 0 2p25 Mr. Mike Verity �P� 2 CIA Chief Building Inspector ®�� ®a Southold Town Building Department �� ®� 53095 Route 25 $ P.O. Box 1179 *10 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,10 �''�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 a . Town of Southold-Fire Marshal Town Hall Annex 54375 Main Road, P.O. 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 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. em.w Very my yours Th as P. LIC#019767 age Condon Engineering, P C New York State Licensed Professional Engineers 631-290- g86 1755 SigsbeeRoau Fmo� � �� D �8 Me��uck, NemYmdxi1952 - ' oondonenginamring.00m November 27. 2O24 DEC - 4 2024 p/' Mc Mike Verity Chief Building Inspector Southold Town Building Department 53U85 Route 25 P.O. Box 117S Southold, New York 11@71 Re: EoobannLong |m|ond Camp Ground Cottage Footings-GQO Queen Street, Greonport Dear Mr. Verity: | inspected the plumbing in the Pavilion,and cottages#4,#S,#6,#7,#O,#9,#11,#12,#1O and#19. The piping was found to be installed as shown on the plans and to have no leakage. The installation was found tobe installed as shown on the plans. To the best of my knowledge the plumbing was installed in accordance with building code standards. |f you have any questions, please call meat831-2SD-1988. Yours truly, OF Ne ' 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 i' t F c B — 3 202.5 r 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 NERI J. O0*0 `PFQ 051684 ��'��-SSION��"� -h F North Fork Cottages&RV Resort Job Name: Installing Company: Boss Systems XR1S0/XRS50'SERIES STANDBY BATTERY POWER CALCULATIONS Standby Current l`4 ' Afarm Gttreui s y' mA 1otal mA, v. XR1 SO/XR550 Series Control Panel 1 X - 174 = 174 1 X 217 = 217 • Relay Outputs 1.2 0 ''' `� "� Switching Grounds 3-6(ON) 0 X 5 = 0 0 X 5 - 0 Active Zories 1 8 1 6 6A, y Active Zones 9-10 0 X 4 - 0 0 X 30 = 0 2-Wire Smokes D 0` s Q1 � e Panel Bell Output(1500 mA max) 0 0 a.` . - „ e Aux'powerd6icesanTerminals-7and11jqtherthankeypads and LX=Btismodules). 0`, 2W-BLX,2WT-BLX Smoke Detectors 0 X 15 - 0 0 X 35 = 0 263LTECeIIulaCainmurn6tor r `. X,.. 20'' ` 20; ] ;.X..:. , :.:20`' :,20;' >,w ,. 263LTE-FN Cellular Communicator 0 X 6 - 0 0 X 7 - 0 277 BuuerdModule 630F Remote Fire Command Center 0 X 63 - 0 0 X 92 = 0 7830FFireCommand Keypad.: 0" X:•. 84; - 0 0 cX. 108.,', ,• 708 Bus Extender 0 X 10 - 0 0 X 10 = 0- 710 Bus Splitter/Repeater Module : .0_ A% 32•; =.i. 0 i " '0. X y 32'` _ -.>. 0 711 Zone Expansion Module 0 X 11 = ~0 0 X - 11 = 0 Active.Tone;(EOL'Installed)':. 5 , :0-, X i .. 1:6: 0: 0 X. 2 0. ;;. x 711S Zone Expansion Module 0 X 4.2 = 0 0 X.. 4.7 0 - 712=81 one ExpansiodModule>• . .•:" " 0 X^; 17 0: 7;0, X �17. - 0- Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0 714Sone Expansion Module., _ Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0 . , , _ - . _ 20 . ,. - 0,. - ,714=8,.71416ZoneExpansion'Motlule 0, X::.' Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0 715 Zone,Expansion Module :,.+; '0 X 7;' _`' Active Zones(EOL Installed) 0 .X 4 - 0 0 X 30 - 0 re Smokes :0.: s:X` 0.1_s =Fi•. .0 .y'p.: .:.X-. .J0.1'..' .. 0 715-8,715-16Zone Expansion Modules 0 X 20 - 0 0 X 20 = 0 'Active Zones(EOL Installed), 0- X': ; 4:, - :0' C0 X ;30:: _ 0 2-Wire Smokes 0 X 0.1 = 0 0 X 0.1 - 0 716 0_ti_tput Expamion-Module ..^.a• ...,: •, :'.: 0 X, 13 a: 0 -_' 0 `-X: 13". : n t , 0 Active Form C Relays 0 X - _0 0 X 12 = 0 717 Graphic Annunciatoi Module`; ,. ::: 0, ::X,:'' 10` 0 0 }X 10;: Annunciator Outputs 0 X - 0 0 X 1 = 0 - 734 Wiegand Interface.Module>,=- 0 X, =40`: 0,'; ::0 :'X 60 D' Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 - 0 Annunciator(ON) 0 0, X 20 �0'_ _ . Proximity Reader 0 X 200 - `0 0 X 200` - 0 736P:POPITInterface,Module 0:. X, 25', s 0 0 X,'. 25 :. , ... Radionics Popex,Octopopit,Popits 0 X = 0 0 X = 0 736V,V=PIezModule': =0. _-rX'' +':45.rx - '=0 ' :;-0 X 45. :. •0 .. . Active Zones - 0 X = 0 0 X - 0 738A Ademco Wireless Interface Module 0 X 75 - 0 0 X 75 - 0 738T Wireless Translator 0 X 50 = 0 0 X 50 = 0 738Zplus Z-Wave interface Module 0 X 40 - 0 0 X 40 - 0 763 Wi-Fi Module _0 X 31 - 0 0 X 31 _ - 0 860 Relay Output Module,one relay active 0 X 34 _ -_ 0 0 _ X 34 0 16. R All four relays active 0 X 138 - 0 0 X 138 = 0 26 ?.85 0X-865yeYorZNotiScaton Module ',•',;' " 866 Style W Notification Module 0 X 45 = 0 0 X 76 = 0 867:LX-&is5tyle W Notication Module 0 X • 30:`.; _ "_0 %0 X, 86 0 . 869 DualStyle D Initiating Module 0 X 25 = 0 0 X 75 0 893A:DualPhone Line Module,' '- b F ;:.•;': t 0';' X,,; 12 0 0 X 50„_ 0_":'' „ u,. :. 1100X Wireless Receiver 0 X 25 - 0 0 X 35 = 0 1100XH Wireless Higli PowerReceiver '• ?:. U X, 75" 0,. ;'0. ,)j,>%X 102. ?, 0 7060/7160 Thinline/7060A Aqualite Keypad 0 X 72 = 0 0 X 87 = 0 7063/Z163Thinline/7063AAqualite Keypad a .0':. X';: ,85 _'; 0 ^:.0 X ._ 100 0 >' 7070/7170 Thinline/7070A Aqualite Keypad 0 X 72 - 0 0 X 87 = 0 a ActiveZones(EOLlnstalled).' 0,' X, 1.6,. - t 0 0 X ;2 0: :.,.. 7073/7173 Thinline/7073A Aqualite Keypad 0 X 85 = 0 0 X 100 = 0 ;Active Zones(EOL.IpstalleH) 0,: X": 1.6 _ r `. 0 .00, " :. 7872 Graphic Touchscreen Keypad 0 X 145 - 0 0 X 215 = 0 Active Zones(EOL Installed),.. 0 "X,. 1.6 _ = 0.` 0 X 92. p` z,_. 7873 Graphic Touchscreen Keypad 0 X 143 - 0 0 X 243 = - 0 A'cfrve Zories(EOL Installed): " "z 0 X?; 1:6 0 0 X "2 Q „, 8860 Graphic Touchscreen Keypad 0 X 300 - 0 0 X 350 = 0 Aux Powered Devices_ 1, X' 0 - D 1 ;X 300 ' 300 Aux.Powered Devices 0 X - 0 0 X - 0 Aux Powered Devices 0 X 0, XJ. Aux.Powered Devices 0 X - 0 0 X - 0 -Auic'Powered Devices : _ `0 Aux.Powered Devices 0 X - 0 0 X - 0 Aux.Powered Devices ;._ er -- : r,., =0: 0 X Aux.Powered Devices 0 X = 0 0 X = 0 Aux.Powered Devices'- X'.• !. s 0 :X 0' 0 0. Based on 10%active zones in alarm Total Standby rnA i =;TotalAlalm#mA i .- •ts:S39; Required Minimum Alarm Time in minutes '- „ :? 5 Minutes X Total Alarm mA 539 = Total Required Alarm Current 44.917 mAh Total Standby mA 2004 mA 'Num{ier:ofstand6y:hoursneeded Total number of standby mA hours = 4810 mAh s Total required alarm current_(roun_ded) Total number of mA hours = 4855 mAh Conting¢bcy factgr Total number of mAh = 5826 mAh Corrvert mAh to_Ah 100D h it- 7 ,.•_._...�_- i y.^*. Battery Atnp h6itra regtieid 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 xnj so XR5c11 Page 2 of 3 OFFICE LOCATION: Og So�ly MAILING ADDRESS: Town Hall Annex �� /O P.O. Box 1179 54375 State Route 25 AL Southold,NY 11:971 (cor.Main Rd. &Youngs Ave.) N � Telephone:631 765-1938 Southold,NY O • �4 www,southoldtownny.gov �MHAIt't,�� October 22, 2025 PLANNING BOA RD OFFICE TOWN OF SOUTHOLD GCT 2 2025 , Ms. Patricia C. Moore, Esq. ,,;,r�;,,�, "�"'� '��$ 51020 Main Road Southold, NY 11971 Re: Approved Amended Site Plan for Eastern Long Island Kampgro'und 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 FOUNDATION (IST) ---------------------------------- FOUNDATION (2ND) t2l z 0 ono y 1 ROUGH FRAMING& W PLUMBING � r INSULATION PER N.Y. (O y STATE ENERGY CODE oe FINAL V ADDITIONAL COMMENTS o L -�, Cn O vrwl Z , O.- v- r • r CnQSfrG n -D a �, "n ,U) b o z N � O x llA�Ab v, H w ,=) 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 :>�-3- �1) } ,yr i� V , V � 1 For Office Use Only PERMIT NO. Building Inspector: APR 1 4 2021 Appications and forms must be filled out in their entirety Incomplete applications will not be accepted 1Nfiere fhe Applicant�s not the F rwr„an Owner's Authorization form(Page2)shall be completed S 4 3 a a * q a Date:4/12/21 - O"ER(S)OF PROPERTY UNIT# = r Name:HNF RESORTS INC. SCTM#1000-40.-3-5 Physical«Address:690 QUEEN STREET, GREENPORT, NY 11944 Phone#:631-477-0022 1 Email:INFO ELIKAMPGROUND.COM Mailing Address:690 QUEEN STREET, GREENPORT, NY 19944 CONTACT PERSON Name:SEAN MAGNUSON Mailing Address:SAME AS ABOVE Phone#:631-953-3899 Email: DESIGN PROFESSIONAL INFORMATION z n _ Name:CONDON ENGINEERING Mailing Address:1755 SIGSBEE RD MATTITUCK NY Phone#:631-298-1986 Email:CONDONENG OPTONLINE.NET CONTRACTOR INFORMATION 2 � Y r ` s Name:SEE ATTACHED Mailing Address: Phone#: Email: DESCRIPTION OP PROPOSED CONSTRUCTION TWO BEDROOM CABIN w ®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 �PROPE,RTY,INFORMATION Existing use of property:TOURIST CAMP Intended use of property:TOU RIST CAMP Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR-RESORT/RECREATION this property? ®Yes ❑No IF YES, PROVIDE A COPY. `❑ Check Box After Reading ;The owner/contractor/desigrtprofessionat is responsible for all drainage andstorm water issues•as provided"by . Chapter 236 of the Town Code APPLICATION IS'HEREBY MADE to the Builtlmg,Departmentfor the issuance of a Building Permit,pursuanf to the,Building zone. Ordinance of the Town,of Southold,Suffolk,County;New York and'other�applicable Laws,Ordinances or Regulations,:for the construction of buildings; addltions,:alferations or for rerimovatordemolition as herein described:the applicant agrees to comply with all applicable laws,ordinances,budding code, fiousing codeand regulations'and td3admit authorized inspectors on m preises.and 16 buildmg(s)for:necessa"ry inspections:False statements made herein are, punishable as a Class A misdemeanor pursuancto Section 2i0 of the New York Siate'Penal Law., Application Submitted By(print name) �p`�� ,,(' .�a&---.--111@Authorized-1-1-11-1---Agent ❑Owner Signature of Applicant Date: STATE OF NEW YORK) CONNIE D.BUNCH Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF ) Qualified in Suffolk County Commission Expires April 14,2QW Wi being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing co ract) above named, (S)he is the 6Uu n (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 f Aay of . , 2Q;0 � � 614v" 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 S uthold Building Department for approval as described herein. 4/13/2021 wn is Sign all e Date SE MAG USON Print Owner's Name 2 BOARD MEMBERS OF SO Ur Southold Town Hall Leslie Kanes Weisman,Chairperson. �� yp 53095 Main Road•P.O.Box 1179 �� l0 Southold,NY 11971-0959 Patricia Acampora � � Office Location: Eric Dantes CAP Annex/First Floor, Robert Lehnert,Jr. • . �oQ '54375 Main Road(at Youngs Avenue) Nicholas Planamento ��y��UM�;� Southold,NY 11971 http://southoldtovnmy.govm.E.0 IVEP _ ZONING BOARD OF'APPEALS TOWN OF SOUTHOLD . Tel.(631)76571809•Fax(631)765.9064 A U G 2 5 20M Sou# ld Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 209 2020 ZBA FILE No.:7384SE. NAME OF APPLICANT: EM Resorts Inc PROPERTY LOCATION: 690 Queen Street,Greenport,NY SCTM No. 100040-3-5 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 this is an .Unlisted Action pursuant to State Environmental.Quality Review Act(SEQRA)6 NYCRR,Part 617, as it does:not meet any.of the thresholds of a Type l Action;. nor does`it meefan*of the,criteria on the Type II list of actions and that-the-Southold Town,Zoning Board of Appeals,pursuant to SEQRA,hereby made a determination of non-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 I4-14 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:'#. 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 &. ingrowid swimming..p6o1. The current site.plan was approved in 20.06,E 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- 1.42 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-That-the-use-will-be--in-harmony-with-and-promote-fine-general-purposes-and-intent-ofthis--------------- - -- ---- chapter. The cabins will be in compliance with the Town's storm water management code Page 3,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 E. That the use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility, scale and overall appearance. The property is screened from the road, and is adjacent to Moore's Woods. F. That all proposed structures, equipment and material shall.be readily accessible for fire and police protection. The existing unimproved road will be widened for better fire and police access and the campground has its own fire emergency plan and fire truck on site G.That the proposal shall comply with the requirements of Chapter.236, Stormwater Management In making such determination,consideration was also given to: A. The character of the existing and probable development of uses in the district and the peculiar suitability of such district for the location of any of such'pern fitted 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 publie 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"l y-or as a result of.the use. E. Whether the use or the materials incidental thereto or produced thereby nay give off obnoxious gases,odors,smoke or soot. F: Whether the use will cause disturbing emissions of electrical discharges,dust,light, vibration or noise. G. Whether the operation in pursuance of the use will cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, if existing or if proposed by the Town or by other competent governmental agencies. H. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles incidental to the use and whether such space is reasonably adequate and appropriate and can be furnished by the owner of the plot sought to be used within or adjacent to the plot wherein the-use shall be located. I. Whether a hazard to life, Iimb or property because of fire, flood, erosion.or panic may be created by reason of or as a result of the use or by the structures to be used therefor or by the inaccessibility of the property or structures thereon for the convenient entry and operation of fire and other emergency apparatus or by the undue concentration or assemblage of persons upon such plot. J. Whether the use or the structures to be used therefor will cause an overcrowding of land or undue concentration of population. K. Whether the plot area is sufficient, appropriate and adequate for the use and the reasonably anticipated operation and expansion thereof. L. Whether the use to be operated is unreasonably near to a church,school,theater, recreational area or other place of public assembly. --- --M.--Whether-the—site-of-the-proposed-use-is-par-ticuIar-l-y-su-itable-for-such-use N. Whether adequate buffer yards and screening can and will be provided to protect adjacent properties and land uses from possible detrimental impacts of the proposed use. Page 4,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 O. Whether adequate provision can and will be made for the collection and disposal of stormwater runoff, sewage, refuse and other liquid, solid or gaseous waste which the proposed use will.generate. P. Whether the natural characteristics of the site.are such that the proposed use may be. introduced there without undue disturbance or disruption of important natural features, systems or processes and without risk of pollution to groundwater and surface waters on and off the site. AREA VARIANCE: FINDINGS OF`FACTI 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 4267-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 fit the modern day needs of potential campers within the size limits currently permitted by code. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 12%relief from the code.However,this variance is mitigated by the fact that the sites are already cleared for tent camping with prior approvals,the overall square footage for all of the cabins will only be 10,080 square feet of. lot coverage over a 23.61-acre property, and that site plan approval by the Planning Board will be required. 4. Town Law 42674(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and-conditions set by this board. 5. Town Law 5267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to _ _enable the a cant to enjoy the benefit of 20 seasonal rental_cabins while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. Page 5,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member 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 I Condon,LPE,last revised.February 17,2020, SUBJECT TO THE FOLLOWING CONDITION: I. 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 A YV, Section 280-141.of the Town Code. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as.alterations, extensions, or demolitions, .are not authorized under this. application 'when involving nonconformities.under the zoning code. This.action does not authorize or condone,any current or future.use, setback or other feature of the subject property that.may violate the Zoning Code, other than such uses, setbacks and other features.as are.expressly addressed to: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 dem.inimis in nature for an alteration. that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold-any variance granted by the Board of Appeals shall become null and void where a Certificate of_Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1) year terms. Vote of the Board: Ayes:Members Weisman(Chairperson)Acampora,Dantes,Lehnert,and Planamento (5-0). Leslie Kanes Weisma Chairperson Approved for filing /2020 - ---- ---- -----' ------._._._._.._..— ---- - BOARD MEMBERS S e jyo Southold Town Hall Leslie Kanes Weisman,Chairperson !e> 53095 Main Road •P.O.Box 1179 Patricia Acampora j Southold,NY 11971-0959 Eric Dantes Office Location: G Robert Lehnert,Jr. �� iQ Town Annex/First Floor, l,Y' 54375 Main Road(at Youngs Avenue) Nicholas Planamento C��( ,� Southold,NY 11971 http://southoldtownny.gov ZONI'NG BOARD OF APPEALS TOWN OFSOUTHOLD .,� _�' % May 19, 2021 ce' ! .i r 5 Tel.(631)765-1809•Fax(631)765-9064 �" }-' `"� j I : "ti 1r Eileen Wingate Quite Man Studio a MAY 2 0 2021 28.05 West Mill..Road Mattituck,NY 119,52 � ,.D<I 'G DEPT. T01"TV RE: Request for De 1Vlin*'' Deterrnination , A SE,HNF Resorts, In'e.. o. ppeal NQ 7384 6960ueen Street;Greenport SCTM No. 1.000-40-3-5 Dear Ms. Wingate; I am in receipt of your correspondence, dated May. 1.1 2Q21, re tiestin a de thinirrius"determination in'the: 9 g:. above referenced Zoning Board of Appeals.:Special Exception-Permit and:Ar6a'Variance decision In your letter; YOU'requesta.de minim is approval for a Speciaf Exception and Area Varian to construct 20 . seasonal use cabins which exceed the tnaxir--' square feet in.area iri accordance with.the Towi Code,upon- an existing:campgrourid. Yoti explain that upon recommendation of the Towri.'s:PlanningBgard,tha .tlie. revised site plan depicts:a-re locatfon�of the cabins'in order to. reserve as man trees as." ctssible and that the "p y P t number of cabins'have been reduced fo:19. Furthermore, you statod that the cabin re locations meet'.a11 k zoning requiremcnits pursuant:.to Chapter 253 of the Town Code: yx Based upon the information provided,T have deterinined that request is de rriinimus in nature because . the changes do not increase the degree of non-conformity,and the.decision continues to follow thegeneral standards governing Special.Exception Uses. 1' Please be advised that conditions set forth in Appeal No. 1384SE 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. j ' cer y, 1 C� � li eslie anes Weisman Chairperson cc: Michael Verity, Chief Building Inspector Heather Lanza, Planning Director yy 4 y UFFTCE I.00ATIUN: MAILING ADDRESS.• Town Hal]Annex 54375 State Route 25 ✓ ��. P.O.Box 1179 Southold, NY 1197I. (cor.Main Rd. &Youngs A-e):' a'1 Southold, NY :- Telephoner 631 765-1938 w..wwaou lholdtownny.gov V a rrresx� PLANNING BOARD OFFICE TQl?VN,OF SOUTHOLD.,., October 6, 2020. y Ms. Eileen Wingate - 280.5 West Mill;Road Mattituck,'NY 11952 Re: Site Plan Approval Eastern.Long Island Kampground Cabins 64500CR 48, Greenport: SCTM#1.000-40.-3-5 Dear Ms. 1Ni.ngate: The following resolutions were adopted at a meeting of the Southold Town Planning Board on October 5,.2020: WHEREAS, this amended site,plan is,to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 504:sq;ft, each and.a 600 sq.-ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, .Greenport; and. WHEREAS, on December.20,:201.9'-and.Ja.,nuaary 9, 2020, Eileen Wrn.gate.,,.authori:zed agent, submitted an Amended SitePlan Applicatl.on for review;,and r , 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.Plannin,g:Board, determined the application as complete for reviem, and WHEREAS, on February 10,'2020, the Planning Board, pursuant to State Environmental Quality'Review Act (SEQRA) 6'•NYC`R.R, Part..617, determined that the proposed action is an Unlisted Action as'-it does not meet any of the,thresholds of a Type 1. Actor%, nor does it meet any of the criteria on the,Type Il ,ist of acti.q;ns; and. WHEREAS,'on February 12., 2020, .the;Plann.ing Board, pursuant to,,Southold Town .Code §280-131 G., distributed the application to the required agencies for their comments; and f- www.con onengineenvIic -- ---. .. 1 e. _a- 'S o�. �als t 4}4f� :. < s:,.. ,;. � . r.,•:. r ..:.:. �i;r ar§�s. �,,,t� s ..at '�a ��t � S tl ri g ' A z'4 *rryrl• r; NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'ITISf7siloA �1!ar� l�#e•�eai iDf�ooi€f�lYtii'. �cr'1' .. - SC�PJY�i;4Fffrsy�Brotify'So�arle�toad�SLoa9►�rRn�c,3�Y"ct74o www.dec,ny.gov Daeember 1:2,- 201 g Eastern-Long,,Island Kampground' :F .: Gr r ppott,.NY. 944 RE; Delineation of a portion"of the wetlands adjacent.to your property,.Eastern Long . stand Kapgrounds(SCTMk 9 OOOD-3-5) Dear Mr. Magnuson, The C}epartm-ent.of"'Environmental Conservation implementS'Articte:"24, which is the::' Fresh Water Wetland.Act: Under.Article.24,'tree Department:has jurisdicttbn over all retulated freshwater we#lat�ds and 100 feet.lah5,W d of°those wetlands Many actiVrties tkift o regdl .ar LUC enJL atxes Condudtin these act�urtle§wrthout fhe benefit e!f a try this Dom#is a violat*on of Article.24�of'the EnWbiime l.Conservation Law (,ECQ.and:6NY"CRR Part 3— (tl�e.regulatrons.prr mutgatect bir der Article: 4) Act vitles greeter ttran 100 f®e# from NY Stata regulated freshwater wetland$would not require an Article 74 a permit from this;Deparfrn,� ta: ;lar� r-1,�,��"•�,"�'�#ram:tom u'�:f�vt�s�rn,#�ea r��'ite� e��ra�pe7t�'':`. for the purposes of delkmfiion the wetland:boundary for a proposed project in the southeast currier of-the pr�RReY The:management of the facility is proposing to construct a number of cabins within the wooded-portion.of the lot, around an existing cleared trail, all in the southeast corner of the property. Staff investigated the wetlands to.the east,south and:west of the proposed protect Ho other wetlartdt on or adqqR facent yRteltaaard t `~ltiie31` ra - oira� 1 �t1x� ' d1f - corner: To the.east of"the project, stafffound the regulated freshwater"wetlands.ta.be-greater, than 200 feet from the property line. As such, staff did"not bother to place any flags to demarcate the boundary. mot rat g3 2fR12�' .,. �xmwlxm'? tay1P(lrila'"tw ,Tti<: fae sue;:st f l te�el e w an yc�n� a»d�� :� t#�e zlistans�°tc`�e: tfae d was o#oser 3n. �s° location than to the east of the project and staff placed seven flags along the wetland boundary. To the west and southwest of the project,.the wetland moves away from the project, but there is a small pocket:.af weftand. Staff placed.2 f lags at the,points where that small. . poset cmes.: e � vi g �eiaitdittcetl vvef�ate ;:p�r ;arrelt` td:was► e:von 1 : fink the property: The existing, legally cleared.campground is located to the.north of the proposed project and there are no regulated freshwater wetlands within 100 feet of the project in that #ocation. : s ,s�+�me:ll t ifs eiir ► e Again, actwl#ies greater than �100:foot from rdoutated:wetlands.dip not.requ�re Aftle-19:24P.erinift from:this Department. The wetlands come closest to the.*project in the southwestern portion of the protect.and may come close.to 100 feet from the pfopet ty line You should hate a!!oft wetland flags suryeyed and placed on a site plan forthe ,a.e 1 to canfrm the distances estimated in the field, Forthe $rna!! s €t 1 Diu a �r wbeYO t #C acid therefore'any regulated activity.would be evert farther from the wetland {fin any site. plan for the project you should show a Limit of Clearing,'Grading and Ground Disturbance line That is a work line, in that no.work of any kind wound take place . beyond that lie l€4wk.l rie is 100 feIIA.Or greater from al4.of the wetIOM flags you.vmould: not need an article 24 permit from this Departrrierit. Sincere Darr Lewis L� �Oofnt I f B r L ING DEPARTMENT- Electrical Inspector ��O Gym DEC 2023 TOWN OF SOUTHOLD o Town HA I Annex - 54375 Main Road - PO Box 1179 H ,? rrE� �r� ear� � Southold, New York 11971-0959 o� �� To�`�r, Gi 8ouch {Tele hone 631 765-1802 - FAX 631 765-9502 .�! Iameshca-)southoldtownny.aov — seandO-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 � �� #5 Address: 64500 County Rd 48 Greenport, NY 11944 Cross Street-: Phone No.: - -- - BIdg.Permit#: email: sean@magnuson.one Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 800 AMP Meter Pump 2-400 Amp Switches 4 Main Breaker Panels 20 Sub panels Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑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 0 1 2 H Frame M Pole Work done on Service? D Y N Additional Information: PAYMENT DUE WITH APPLICATION �{I((o(N4 ��d �5o ReC # -PERMIT, # 4q-737 =40tire$S: HNF Resorts LI LLC Eastern Long Island Kampground Switches 64500 CR 48 /B90 Queen St outlets Greenport, NY 11944 Tax Map ID: 1000-40-03-05 GKis -$urface .ScQhtes .HH?s 0 . i UC Lts Fridge HW TPanel Fans C) :.Min -fr. 0 WID 0 Exhaust Oven p Suimp 0 Heater T 'sfmr rn OW Generator 0 V Smokes 3 IfiGen. "Bond micro Vater Carbon GrbDis C Lights ,Heat Pucks, 4) ERV H0T--,,TU 'nit Hot 0 :DOHUM 0 Transfer 0 D& Combo todktop 0 M Slowerinisplit i- - i IV IA AC 0 AH glower C) ;�..'Hav'e Used Service Amps Sub (00 -Amps Have Used torn' mehb 6 E 0 V E nn 70 U B.,U!,!d1ng pppartr ...... town 0V Southold rum ,c SAFE-T-COVER PROPOSED 2"0 ATER MAIN �<0 PROPOSED 4"0 WATER MAIN e �p 1 g #18 mI I I �- - o =� c : tm n 0 �r e I :=1: — o —< p , :�' #4 #1 Fc o I 1NV o I 120 rn /x116 — ( -- ----- rn I I FCK :1= `.1•: DECK q 3 DECK y�l:':�-. 1•'_ 125 #19 CD Z -� #2 x DECK MP.' #16 DECK ES \ 1:<•: ./ - �� •:...:Y ----- � �� AMP -'•�,.aso,'.: - ' tss7.•:I cwa SIX sure PAy1LLION., _ J-.•. #3 Dx ^ --- ---- %DECK ---- �-- ::�. a 10;14.AFst �o , Jff ss b I �s1s+ as #:17 °F 9 VILLAGE OF x ,, . GREENPORT _. •,. ,, M #$ VACANT LAND -110.9 1.3 ro pRQPQSEQ'RQ9DY{Fkl \ GHQ �/ / .\.-.- \ / PbrsmvA4.ea ErO"mn Eigiieavp P.G pas:ibticndB�HarYciiSub E6im1' —_- o / \O QQ#V aw®aolnei^ee.r+c+latutems,..�va<Paed da dtrnp Pnj."a,Nyii¢ga XAZ \x24 / 120POSED 4-0 J MAlN� � \ Scale: 1"=20'-0" N Condon Engineering, P.C. Eastern Long Islan cWN,rNk Z J Drawn by:JJC Camp Grounds SP-1 �.� ��// 1755 Sigsbee Road Date:3-13-2021 (631 MatlitNew 198 11952 690 Queen SUeet 00 O Greenport•New York 13. RESORT RESIDENTIAL(RR)ZONE 14. THE SITE IS SERVICED BY THE GREENPORT SEWER DISTRICT,GREENPORT ELECTRIC AND SUFFOLK COUNTY WATER AUTHORITY. Winter Lines)MUST Be Inspected By The Suf blk County Dept. Of Health Services. Call 552-5754, 4.8 Hours In Advance To Schedule Inspecction(s�, ENGINEER'S CERTIFICATION REQUIRED. SUBMIT P.E..OR R.A. CERTIFICATION FOR IMSTALLATION AND CONSTRUCTION . FOR FINAL APPRoVAL. r � . Ai 0 ` 0. APR 0.2 2021 tft TO T t l ti I '®: 412/2021 SCDHS COMMENTSco . cc 3/15/2021:CABIN REVISIONS ;5 . 1W1/2020 SCDHS COMMENTS: +� q/28/2020'TOWN'COMMENTS.. t. - y E 7/22/2026 REV.BLDGS 6%22/2020:8CDHS COMMENTS c zZf. p a a N A 6/8/2620 8WHS COMMENTS a ^4 A- A -i M .5/26/2020-SCDMS:COMMENT8 o o M REVISIONS. UU .. I~ .aN GO co y4 HEALTH DEPARTMENT APPROVAL STAMP - r n � 0 19 2 S.C.T.M.: DIST. 1000 SEC.40 BLK. 03 LOT:05 p��FESSION��"� j i radon Engineerin , P.C. EASTERN LONG ISLAND g KAMPGROUND. 1755 Sigsbee Road Mattituck, New York 11952 690 QUEEN STREET OF (631)298-1986 (631) 298-2651 fax GREENPORT, NY 11944 H►wH►.condonengineering.com" OVERALL SANITARY PLAN Q� i SUBJECT PREMISES KEY MAP SCALE t'=soo' ti SHEET 1 OF 2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS DATE 7/23/25 H.S. Ref, Nc, C-20-0055 The sewage disposal and eater SUppiy facilities —� at this location have been inspected andfor Certified by Wis department or ot"?er agencies and found to he satisfactory Jot A T HA,N PAI. P E..CHIEF OFFICE OF WASTEWATER MANAGEMENT COMcheck Software Version 4.1.5.1 Envelope Compliance Certific w -z r .S Project Information Energy Code: 90.1 (2016)'Stand8rd Project Title: Eastern Cong Island Campground-2 Bedroom Cabin Location: Greenport New;York Climate zone: 4a Project Type: New Construction Vertical Glazing/Wall Area: Performance Sim.Specs: EhergyPlus 8:A°:0 009.:(EI':Ws USA_CT,-Bridgeport-Sikorsky.Mem:AP.725040 TMY3.epw) Construction Site: Owner/Age-ri Designer/Contractor.: 6910 Queen Street Eastern�on�IslandCampg"round John).-Condon,;P� Greenport,NY h Condon Engineering, PC 1755 Sigsbee Road Mattituck,NY 11.952 631-298-1986 Building Area Floor Area 1-Motel : Residential 499 Envelope Assemblies , Assembly Gross Area Cavity Cont. Proposed Bud get,1 -Value R-Value U-Factor Factor�el Penrneter Roof 1:Attic Roof with Wood Joists;[Bldg::Use 1-Motel] •499 49s0 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"oza.[Bldg.Use 1-Motel] 144 21:0 0.0 0.062 0.064 Window:6:Wood Frame:Operable,Perf.Specs.:Product ID CXW14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 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 SHGC 0.34,VT 0:57;-[Bldg.Use-T--Moteq-(b)-- — Window 4:Wood Frame:Operable,Perf.Specs.:Product ID CX14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) Window 5:Wood Frame:Operable;Perf.Specs.:Product ID CX14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) SOUTH Exterior Wall 1:'Wood-Framed, 16"o.c.,[Bldg.Use 1 -Motel] 144 21.0 0.0 . 0.062 0.064 Window 1:Wood Frame:Operable,Perf.Specs.:Product ID CXW14, 10 — = 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) Window 1 copy 2:Wood Frame:Operable,Perf.Specs.:Product ID 10 — — 0.260 0.310 CXW14,SHGC 0.34,VT 0.57,[Bldg.Use 1 -Motel](b) Door 1:Wood,Swinging,[Bldg.Use 1-Motel] 2 — — 0.300 0.370 Project Title: Eastern Long Island Campground-2 Bed.room.Ca bin Report date: 03/05/21 Data filename: C:1Users\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 /WEST J: Exterior Wall 4:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Motel] 224 21.0 0.0 0.062 0.064 %; Window 7:Wood Frame:Operable,Perf.Specs.:Product ID CW13, 5 — — 0.260 0.310 SHGC 0.34,VT 0:57,-[Bldg.Use 1-Motel](b) (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Fenestration product performance must!be cerfified in.accordance with-NFRC and requires supporting documentation. .777 • • - • better than code Envelope Compliance Statement Compliance.Statement: The proposed envelope design represented_in this.document is.consistent with the.building plans, specifications,and other calculations subrhlfied with this permit application:The proposed envelope systems have been designed'to meet the 90.1 (2016)Standard reci ' ements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection klist. :Name:�.Title' Date'.. Project Title: Eastern Long Island Campground-2.Bedroom Cabin Report date: 03/05/21 Data filename: C:\Users\Owner\Favorites\ComChecks\2 Bedroom Cottage.cck Page 2 of 10 CABIN #5 Fire Sprinkler Reports for -, Eastern Longlsland Campground 690Queen Street x 1 5 1 Greenport New*Yorkrn�,; � OF NElpr �� SONG°�� OF fi`ONR�F: APPROVED AS NOTED DATE:2 Z"1Z B.P. 4t FEE .�1 _ BY: 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 January 31,2024 CODES AND APPLICABLE NFPA STANDARDS e r Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering } Cabin#5 Mattituck, NY 11952 E,fit.'• Page 2 General. Project.Data .Report. General Data Project Title: Cabin#5 Project File Name: Cabin 5..fiw Designed By: John Condon Date: January 31, 2024 Code Reference: NFPA 13 R Approving Agency: LOCAL JURISDICTION Client Name: Eastern Long Island Campground Phone: Address: 690 Queen Street City, State Zip Code: Greenport, New York Company Name: Condon Engineering, P.C. Representative: John Condon Company Address: 1755 Sigsbee Road City And State: Mattituck, New York Phone: 631-298-1986 Building Name: Cabin#5 Building Owner: Contact at Building: Phone at Building: Address Of Building: 690 Queen Street City, State Zip Code: Greenport, New York Project Data Description Of Hazard: Light Hazard Sprinkler System Type: Wet Design Area Of Water Application: 144 ft2 Maximum Area Per Sprinkler: 144 ft2 Default Sprinkler K-Factor: 5.60 K Default Pipe Material: SCHED 40 STEEL BLK Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Reliable Model: G5-56 Size: 1/2 Temperature Rating: 135 F NONE Water Supply Test Data Source Of Information: SCWA Test Hydrant ID: 825134000 Date Of Test: 1-11-2021 Hydrant Elevation: 0 ft Static Pressure: 66.00 psi Test Flow Rate: 1503.00 gpm Test Residual Pressure: 52.00 psi Calculated System Flow Rate: 91.70 gpm Calculated Inflow Residual Pressure: 51.80 psi Available Residual Pressure At 65.92 psi System Flow: Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.09 gpm/ft2 Maximum Water Velocity: 20.00 ft/s Maximum Frictional Loss/ 100 feet: 20.00 psi Number Of Active Nodes: 26 Number Of Active Pipes: 25 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 6 Number Of Inactive Sprinklers: 0 C:\...\Cabin 5.fiw Wednesday, January 31, 2024, 11:49 AM Fire-Fire Sprinkler Hydraulics Calculatiow'Program f �� Elite Software Development,Inc. Condon Engineering f� Cabin#5 Mattituck,NY 11952 Pa e 3 Fire Sprinkler. Input Data Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate(psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 1 Sprinkler A 5.60 7.80 11.00 0.00 -- 0.000 0.0 --- 0.0 0.00 2 Sprinkler A 5.60 7.72 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 3 Sprinkler A 5.60 7.70 11.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 4 Sprinkler A 5.60 7.46 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 5 Sprinkler A 5.60 7.03 11.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 6 Sprinkler A 5.60 7.00 11.00 0.00 --- 0.000 0.0 --- 0.0 0.00 7 No Discharge ---- N/A 8.11 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 8 No Discharge ---- N/A 8.13 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 9 No Discharge --- N/A 8.19 11.00 0.00 0.000 0.0 --- 0.0 0.00 10 No Discharge ---- N/A 8.66 11.00 0.00 -- 0.000 0.0 ---- 0.0 0.00 11 No Discharge ---- N/A 8.50 11.00 0.00 -- 0.000 0.0 ---- 0.0 0.00 12 No Discharge ---- N/A 9.14 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 13 No Discharge ---- N/A 16.68 -3.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 15 No Discharge ---- N/A 19.95 -3.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 16 No Discharge --- N/A 18.39 3.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 17 No Discharge ---- N/A 24.40 3.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 5.fiw Wednesday, January 31, 2024, 11:49 AM Fire-Fire Sprinkler'Hydraulics Calculation Program � Elite Software Development;Inc. Condon Engineering ffj^I h Cabin#5 Mattituck,,NY 11952' s -Page 4` Fire Sprinkler. input Data v Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate(psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 18 No Discharge ---- N/A 28.56 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 20 No Discharge ---- N/A 28.93 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 30 No Discharge ---- N/A 29.44 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 31 No Discharge --- N/A 30.72 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 32 No Discharge --- N/A 31.14 -4.00 0.00 --- 0.000 0.0 --- 0.0 0.00 33 No Discharge ---- N/A 35.23 -4.00 0.00 --- 0.000 0.0 --- 0.0 0.00 35 No Discharge ---- N/A 36.53 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 36 No Discharge ---- N/A 42.74 -4.00 0.00 --- 0.000 0.0 --- 0.0 0.00 37 No Discharge ---- N/A 51.49 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 40 No Discharge ---- N/A 51.80 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 5.fiw Wednesday, January 31, 2024, 11:49 AM Fire-Fire Sprinkler Hydraulics Calculation Program . . Elite Software Development,Inca Condon Engineering ' , Cabin#5: MattitUbk;NY'11952> . ._ . . .�►..5. Fage,S. Fire Sprinkler:Input Data Pipe Input Data 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 SCHED 40 STEEL BLK 1.000 0 T 5.00 3.50 8.50 120 2 11 SCHED 40 STEEL BLK 1.000 0 T 6.00 3.50 9.50 120 3 9 SCHED 40 STEEL BLK 1.000 0 T 2.50 3.50 6.00 120 4 8 SCHED 40 STEEL BLK 1.000 0 T 5.00 3.50 8.50 120 5 7 SCHED 40 STEEL BLK 1.000 0 ET 9.50 4.90 14.40 120 6 7 SCHED 40 STEEL BLK 1.000 0 ET 10.00 4.90 14.90 120 7 8 SCHED 40 STEEL BLK 2.000 0 1.50 0.00 1.50 120 8 9 SCHED 40 STEEL BLK 2.000 0 3.00 0.00 3.00 120 9 10 SCHED 40 STEEL BLK 2.000 0 T 5.50 7.10 12.60 120 11 10 SCHED 40 STEEL BLK 2.000 0 T 7.50 7.10 14.60 120 10 12 SCHED 40 STEEL BLK 2.000 0 E 2.50 3.50 6.00 120 12 13 SCHED 40 STEEL BLK 2.000 0 E 15.00 3.50 18.50 120 13 15 SCHED 40 STEEL BLK 2.500 0 2ET 80.00 16.90 96.90 120 15 16 SCHED 40 STEEL BLK 2.000 0 2E 6.00 7.00 13.00 120 16 17 Backflo Prev 6.000 Loss 17 18 SCHED 40 STEEL BLK 2.000 0 2E 7.00 7.00 14.00 120 18 20 SCHED 40 STEEL BLK 2.500 0 T 2.50 8.50 11.00 120 20 30 SCHED 40 STEEL BLK 4.000 0 165.00 0.00 165.00 120 30 31 SCHED 40 STEEL BLK 4.000 0 EL 400.00 11.30 411.30 120 31 32 SCHED 40 STEEL BLK 4.000 0 T 120.00 14.20 134.20 120 32 33 SCHED 40 STEEL BLK 3.000 0 21-T 332.00 17.70 349.70 120 33 35 SCHED 40 STEEL BLK 3.000 0 111.00 0.00 111.00 120 35 36 Backflo Prev .6.200 Loss 36 37 SCHED 40 STEEL BLK 2.000 0 2L 105.00 4.20 109.20 120 37 40 SCHED 40 STEEL BLK 6.000 0 T 712.00 21.40 733.40 120 C:\...\Cabin 5.fiw Wednesday, January 31, 2024, 11:49 AM �Fire=Fire Sprinkler Hydraulics Caiculation"Program Elite Software Development,Inc.; Condon Engineering Cabin#5 z .Ma_ttit-Udkj NY-'f1952 ; ;W; 'Pa "e6 Fire Sprinkler Output.Data O�velrall Node Gr�ou,pngs O�uit utData �_ '� " Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure (psi) Node(gpm) 1 11 0 -15.64 15.64 0.00 0.00 7.80 2 11 0 -15.56 15.56 0.00 0.00 7.72 0.00011 3 9 0 -15.54 15.54 0.00 0.00 7.70 0.00012 4 8 0 -15.29 15.29 0.00 0.00 7.46 0.00010 5 7 0 -14.85 14.85 0.00 0.00 7.03 0.00007 6 7 0 -14.82 14.82 0.00 0.00 7.00 0.00008 7 5 0 14.85 0.00 0.00 0.00 8.11 -0.00007 7 6 0 14.82 7 8 0 -29.67 8 4 0 15.29 0.00 0.00 0.00 8.13 0.00000 8 7 0 29.67 8 9 0 -44.96 9 3 0 15.54 0.00 0.00 0.00 8.19 0.00000 9 8 0 44.96 9 10 0 -60.50 10 9 0 60.50 0.00 0.00 0.00 8.66 0.00000 10 11 0 31.20 10 12 0 -91.70 11 1 0 15.64 0.00 0.00 0.00 8.50 0.00000 11 2 0 15.56 11 10 0 -31.20 12 10 0 91.70 0.00 0.00 0.00 9.14 0.00000 12 13 0 -91.70 13 12 0 91.70 0.00 0.00 0.00 16.68 0.00000 13 15 0 -91.70 15 13 0 91.70 0.00 0.00 0.00 19.95 0.00000 115 16 0 -91.70 ' 16 15 0 91.70 0.00 0.00 0.00 18.39 -0.03947 16 17 0 -91.74 17 16 0 91.74 0.00 0.00 0.00 24.40 0.03947 17 18 0 -91.70 18 17 0 91.70 0.00 0.00 0.00 28.56 0.00000 18 20 0 -91.70 C:\...\Cabin 5.f1w Wednesday, January 31, 2024, 11:49 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering Cabin#5 Mattituck,'NY 11952 Lfiu,+. Page 7 Fire Sprinkler Output Data .:;rjz.� 1" '.; 4 n�:;'�vp, .:;R: f�:vne rallNoAd, ea. Gf.r_Po u..v., s'•'" s:+rftpng D aa n`1 - ale. Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure(psi) Node(gpm) 20 18 0 91.70 0.00 0.00 0.00 28.93 0.00000 20 30 0 -91.70 30 20 0 91.70 0.00 0.00 0.00 29.44 0.00000 30 31 0 -91.70 31 30 0 91.70 0.00 0.00 0.00 30.72 0.00000 31 32 0 -91.70 32 31 0 91.70 0.00 0.00 0.00 31.14 0.00000 32 33 0 -91.70 33 32 0 91.70 0.00 0.00 0.00 35.23 0.00000 33 35 0 -91.70 35 33 0 91.70 0.00 0.00 0.00 36.53 -0.03947 35 36 0 -91.74 36 35 0 91.74 0.00 0.00 0.00 42.74 0.03947 36 37 0 -91.70 37 36 0 91.70 0.00 0.00 0.00 51.49 0.00000 37 40 0 -91.70 40 37 0 91.70 0.00 0.00 -91.70 51.80 C:\...\Cabin 5.fiw Wednesday, January 31, 2024, 11:49 AM Fire-Fire Sprinkler Hydraulics Calculation Program f 'Elite Software Development,Inc. Condon Engineering ' t ,3 Cabin#5 Mattituck, NY 91952 Page 8 Fire Sprinkler Output.Data Overall' Pip"`ft of 0dta 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) 5 5.60 11.00 14.85 7.03 1.00 14.85 0.07505 9.50 1.081 7 0.00 11.00 0.00 8.11 1.049 14.85 ET 4.90 0.000 SCHED 40 STEEL BLK 120 5.51 0 14.40 1.081 6 5.60 11.00 14.82 7.00 1.00 14.82 0.07473 10.00 1.113 7 0.00 11.00 0.00 8.11 1.049 14.82 ET 4.90 0.000 SCHED 40 STEEL BLK 120 5.60 0 14.90 1.113 4 5.60 11.00 15.29 7.46 1.00 15.29 0.07921 5.00 0.673 8 0.00 11.00 0.00 8.13 1.049 15.29 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.68 0 8.50 0.673 7 0.00 11.00 0.00 8.11 2.00 0.00 0.00993 1.50 0.015 8 0.00 11.00 0.00 8.13 2.067 29.67 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 2.84 0 1.50 0.015 3 5.60 11.00 15.54 7.70 1.00 15.54 0.08165 2.50 0.490 9 0.00 11.00 0.00 8.19 1.049 15.54 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.77 0 6.00 0,490 8 0.00 11.00 0.00 8.13 2.00 0.00 0.02142 3.00 0.064 9 0.00 11.00 0.00 8.19 2.067 44.96 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 4.30 0 3.00 0.064 9 0.00 11.00 0.00 8.19 2.00 0.00 0.03710 5.50 0.468 10 0.00 11.00 0.00 8.66 -2.067 60.50 T 7.10 0.000 SCHED 40 STEEL BLK 120 5.78 0 12.60 0.468 11 0.00 11.00 0.00 8.50 2.00 0.00 0.01090 7.50 0.159 10 0.00 11.00 0.00 8.66 2.067 31.20 T 7.10 0.000 SCHED 40 STEEL BLK 120 2.98 0 14.60 0.159 1 5.60 11.00 15.64 7.80 1.00 15.64 0.08259 5.00 0.702 11 0.00 11.00 0.00 8.50 1.049 15.64 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.81 0 8.50 0.702 2 5.60 11.00 15.56 7.72 1.00 15.56 0.08186 6.00 0.778 11 0.00 11.00 0.00 8.50 1.049 15.56 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.78 0 9.50 0.778 10 0.00 11.00 0.00 8.66 2.00 0.00 0.08010 2.50 0.481 12 0.00 11.00 0.00 9.14 2.067 91.70 E 3.50 0.000 SCHED 40 STEEL BLK 120 8.77 0 6.00 0.481 12 0.00 11.00 0.00 9.14 2.00 0.00 0.08010 15.00 1.482 13 0.00 -3.00 0.00 16.68 2.067 91.70 E 3.50 6.062 SCHED 40 STEEL BLK 120 8.77 0 18.50 7.544 CA...\Cabin 5.fiw Wednesday, January 31, 2024, 11:49 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc.. Condon Engineering 'r I `<`ti Cabin#5 Maftituck,NY 11952 f, ..' Page 9 Fire Sprinkler Output bats OverallrPipe Output-14 (cont'd) 7777 Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi) Elevation 0 (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 13 0.00 -3.00 0.00 16.68 2.50 0.00 0.03371 80.00 3.266 15 0.00 -3.00 0.00 19.95 2.469 91.70 2ET 16.90 0.000 SCHED 40 STEEL BLK 120 6.15 0 96.90 3.266 15 0.00 -3.00 0.00 19.95 2.00 0.00 0.08010 6.00 1.041 16 0.00 3.00 0.00 18.39 2.067 91.70 2E 7.00 -2.598 SCHED 40 STEEL BLK 120 8.77 0 13.00 -1,557 16 Backflo 3.00 18.39 91.74 Prev 17 6.00 psi 3.00 24.40 17 0.00 3.00 -0.00 24.40 2.00 0.00 0.08010 7.00 1.121 18 0.00 -4.00 0.00 28.56 2.067 91.70 2E 7.00 3.031 SCHED 40 STEEL BLK 120 8.77 0 14.00 4.152 18 0.00 -4.00 0.00 28.56 2.50 0.00 0.03371 2.50 0.371 20 0.00 -4.00 0.00 28.93 2.469 91.70 T 8.50 0.000 SCHED 40 STEEL BLK 120 6.15 0 11.00 0.371 20 0.00 -4.00 0.00 28.93 4.00 0.00 0.00312 165.00 0.514 30 0.00 -4.00 0.00 29.44 4.026 91.70 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 2.31 0 165.00 0.514 30 0.00 -4.00 0.00 29.44 4.00 0.00 0.00312 400.00 1.282 31 0.00 -4.00 0.00 30.72 4.026 91.70 EL 11.30 0.000 SCHED 40 STEEL BLK 120 2.31 0 411.30 1.282 31 0.00 -4.00 0.00 30.72 4.00 0.00 0.00312 120.00 0.418 32 0.00 -4.00 0.00 31.14 4.026 91.70 T 14.20 0.000 SCHED 40 STEEL BLK 120 2.31 0 134.20 0.418 32 0.00 -4.00 0.00 31.14 3.00 0.00 0.01170 332.00 4.093 33 0,00 -4.00 0.00 35.23 3.068 91.70 2LT 17.70 0.000 SCHED 40 STEEL BLK 120 3.98 0 349.70 4.093 33 0.00 -4.00 0.00 35.23 3.00 0.00 0.01170 111.00 1.299 35 0.00 -4.00 0.00 36.53 3.068 91.70 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 3.98 0 111.00 1.299 35 Backflo -4.00 36.53 91.74 Prev 36 6.20 psi -4.00 42.74 C:\...\Cabin 5.fiw Wednesday, January 31, 2024, 11:49 AM Fire-Fire Sprinkler Hydraulics Calculation Program Al Software Development,Inc. Condon Engineering ?f �` Cabin#5 Mattituck,NY 11952 ' 'ri1U..t Page 10 Fire Sprinkler Output Data Overall- Pipe Output Data`(66ht'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(ft Type- ) PT-(psi) 36 0.00 -4.00 0.00 42.74 2.00 0.00 0.08010 105.00 8.746 37 0.00 -4.00 0.00 51.49 2.067 91.70 2L 4.20 0.000 SCHED 40 STEEL BLK 120 8.77 0 109.20 8,746 37 0.00 -4.00 0.00 51.49 6.00 0.00 0.00042 712.00 0.311 40 0.00 -4.00 0.00 51.80 6.065 91.70 T 21.40 0.000 SCHED 40 STEEL BLK 120 1.02 0 733.40 0.311 J C:\...\Cabin 5.fiw Wednesday, January 31, 2024, 11:49 AM Fire-Fire Sprinkler Hydraulics Calculation Program t Elite Software Development,Inc. Condon Engineering !E ! �`� Cabin#5 Mattifuck;NY 11952 F,oli►i.4 Page 11 Fire Sprinkler Output Data Overall"Sprinkler Output Data Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure z Density Discharge Node No. Code KFactor(K) (feet) (psi) (ft ) (gpm/ft2) (gpm) 1 A 5.60 11.00 7.80 144.00 0.109 15.64 2 A 5.60 11.00 7.72 144.00 0.108 15.56 3 A 5.60 11.00 7.70 144.00 0.108 15.54 4 A 5.60 11.00 7.46 144.00 0.106 15.29 5 A 5.60 11.00 7.03 144.00 0.103 14.85 6 A 5.60 11.00 7.00 144.00 0.103 14.82 Sub Totals For Group A 864.00 0.106 91.70 Totals For All Groups 864.00 0.106 91.70 C:\...\Cabin 5.fiw Wednesday, January 31, 2024, 11:49 AM 1 Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering s �3 Cabin#5 Mattituck,NY 11952 ' .aista' 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 ftz Minimum Desired Density: 0.090 gpm/ftz Application Average Density: 0.637 gpm/ftz Application Average Area Per Sprinkler: 24.00 ftz Sprinkler Flow: 91.70 gpm Average Sprinkler Flow: 15.28 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity( In Pipe 10- 12) 8.77 ft/sec Maximum Velocity Pressure( In Pipe 10- 12 ) 0.52 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0094 psi Actual Average Nodal Pressure Imbalance: 0.0025 psi Actual Maximum Nodal Flow Imbalance: 0.0395 gpm Actual Average Nodal Flow Imbalance: 0.0061 gpm Overall Network Summary Number Of Unique Pipe Sections: 25 Number Of Flowing Sprinklers: 6 Pipe System Water Volume: 1740.59 gal Sprinkler Flow: 91.70 gpm Non-Sprinkler Flow: 0.00 gpm Minimum Required Residual Pressure At System Inflow 51.80 psi Node: Demand Flow At System Inflow Node: 91.70 gpm C:\...\Cabin 5.fiw Wednesday, January 31, 2024, 11:49 AM Fire` Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineenng„ Ir Cwk .` Fire Sprinkler Output Data F ►ydlraul'ic Suppl►y/Demand Graph 100 90 80 70 6 CL � 60 � 52 N 50 0) ^L 40 30 20 10 0 2 4 6 8 10 12 14 16 18 20 Flowrate(x100) gpm Supply Curve Data Static Pressure: 66 psi Test Residual Pressure: 52 psi Test Flow Rate: 1503 gpm Demand Curve Data Calculated Residual Pressure: 51.80 psi Calculated Flow Rate: 91.70 gpm Excess Available Residual Pressure At Calculated Flow: 14.12 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 18.69 psi C:\...\Cabin 5.fiw Wednesday, January 31, 2024, 11:49 AM