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HomeMy WebLinkAbout49749-Z of SOU1y�lo Town of Southold * * P.O. Box 1179 0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46615 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, fled in this office dated: 04/14/2021 Pursuant to which Building Permit No. 49749 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 #15 in existing campground as applied for per ZBA#7348SE 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: 1 49749 09/09/2025 PLUMBERS CERTIFICATION: Jorge Naranjo 04/04/2025 AL Aut on d Signature i osu�Fa TOWN OF SOUTHOLD A*R gay BUILDING DEPARTMENT ,y �� TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49749 Date: 9/20/2023 Permission is hereby granted to: HNF Resorts LI LLC PO BOX 89 Greenport, NY 11944 To: (cabin #15) legalize "as built" seasonal cabin in existing campground as applied for per ZBA, Planning & SCHD approvals. Replaces 46362. 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 L�(I Building Inspector �SUFFntr�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE "oy • a� 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#: 4.6362 Date: 6/4/2021 Permission is hereby granted to: HNF Resorts LI LLC 690 Queen St Greenport, NY 11944 To: (cabin #15) 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 g Inspector OF SO(/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q �yCOUNT`I,� 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#: 49749 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 17 Basement F Service F Solar (— Outdoor 1st Floor 1 Pool r Spa r Renovation (— 2nd Floor F— Hot Tub r Generator r Survey F— Attic Garage Battery Storage r INVENTORY Service 1 ph F— Heat Duplec Recpt 24 Ceiling Fixtures 5 Bath Exhaust Fan 1 Service 3 ph F— Hot Water Gas GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors 2 Main Panel 100A A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe 1 Heat Detectors Disconnect Switches $ 4'LED Exit Fixtures Other Equipment: Minisplit, Fridge, 100A Panel Notes: Cabin 15 Inspector Signature: X Date: September 9, 2025 Sean Devlin Electrical Inspector sean.devlina-town.southold.ny.us 64500CR48Cabin15 fF Town Hall Annex Telephone(631).765-1802 54375 Main Road ;< P.0:Box,1179 Southold, NY 11971-0969 fi� BUILDING DEPARTMENT 'TOWN OF SOUT14OLD APR 4 2025 ! CERTIFICATION Date: 0\4 O y- )-0 2­s Building Permit No. S y 9 113 Owner: (Please print) Plumber: �� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I%o lead. (,,T(Plumber/s Signature) Sworn to before me this day o ( � 207-� ADVENDIZO TORRES ; NOTARY PUBLIC,STATE OF NEW YORK Notary Public, ' County Registration No. 01T06231053., Qualified in SUFFOLK County r- Commission Expires 11/22/2026 1 �O�apF SOUTyO� � TO %1F10UTHOLD kUIL"�NG DEPT. o�m�� 631-765-1802 ,\ INSPECTION [ ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. [ . ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: Qom- DATE �l INSPECTOR OF SOUTyO goo c z9 b . TOAl� F S UTHOLD BUILDING DEPT. co 631-765-1802 I.NSPECTION ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ( ] .FIREPLACE & CHIMNEY - [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION .[ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR OF SOUTyolo # TOWN OF SOUTHOLD BUILDING DEPT. Coum, 631-765-1602 ' INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATIOWCAULKING [ ] 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•RAPS P . tv we 0 4z) r� DATE ZO INSPECTOR pF SOblyo� # # TOWN OF SOUTHOLD BUILDING DEPT. e �ycOUN, 631-765-1802 I NSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I�INAL TION/CAULKING [ ] FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR [ ] RENTAL REMARKS: In ` �A-,Z YqL�, YV YIu � S n vlCO-0 0( r rIto pv Ca ' Color. TE - ' "<<^-rY INSPECTOR OF SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. Comm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ N ATION/CAULKING [ ] FRAMING /STRAPPING . '[ ] I FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: NA- � � t ill r DATE INSPECTOR OF SOGTho� /f # * TOWN OF SOUTHOLD BUILDING DEPT. °� coorm �o 631-765-1802 . "M5 1 ,1 INSPECTION , [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH P G. [ ] FOUNDATION 2ND [ ] IN ATIOWCAULKING [ ] FRAMING /STRAPPING [ .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] .RENTAL 1 REMARKS: 1.n� CIA nw QA 4—4o"-4r � TE INSPECTOR SO(/lyo� c # TOWN OF SOUTHOLD BUILDING DEPT. coum, io 631-765-1802 INSPECTION FOUNDATION 1 ST/ REBAR ROUG G D [ ] 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 w N-7 �D DATE VZ INSPECTOR A.. 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 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#s 46347, 46348 6349, 46350,46351 46353, 46354, 46355, 46356, 46457, 46358, 46359,46360, 46361, 46362, 6363, 46364, 46365, 46366, 46367 Dear Mr. Verity: I inspected the sono tubes footings on the property for the proposed cottagers and,found them -- ---= -- -----to-be=installed-in,-accordance-with=the-plans-filed-with_the-Building_Depar_tment. 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. � v CFO A 051684. R�FESSIC) Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condonengineeri ng.com V November 25, 2021 V� � 2025 Mr. Mike Verity Np� Chief Building InspectorSouthold Town 3095 Rout 58uilding Department ��a �®'jsov P.O. Box 1179 0 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, ,N of NEW k L eQ�r� p NV ��A 051694E Thomas P. Walsh, Architect, P.0 700 Veterans Memorial Highway, Suite CL-140 Hauppauge, NY 11788 Phone: 631-348-4500 Fax: 631-348-4509 Date:1019124 w Town of Southold-Fire Marshal Town Hall Annex 54375 Main Road, P.O. Box 1179, Southold, NY 11971 ? �,j _I'M Subject: Eastern Long Island Camp Ground, 690 Queen St,Greenport, NY 11944 To whom it may concern, This letter shall serve to certify that all of the units 1-19& the Pavilion were tested at 200lbs for a period of 2 hours and there was no change in pressure. This test was witnessed by Gregory E.Sulger and Thomas P. Walsh.All of the lines have since been filled with glycol for freeze protection. Therefore, a 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 'r •�� _ Job Name: North Fork Cottages&RV Resort Installing Company: Boss Systems XR150/XR550 SERIES STANDBY BATTERY POWER CALCULATIONS Standby Current e ; Ax i Alarm Catrent r ;; y: ry XR150/XR550 Series Control Panel _ 1 X 174 = 174 1 X 217 217 2 "(ON) t > -0", Relay:Outputs l JC. ,k .30', ? A y Switching Grounds 3 6(ON) 0 X 5 0 0 X 5 0 Active Zones 9-10 0 X 4 - - 0 0 X 30 0 4=Wire Smokes - 0 X 0.1- _ Panel Bell Output(1500 mA max) _ 0 0 X" 0, Aux.power deviceson7eirriinilss 7 and.11.(Othecthah,keypads and1X-B6s modulei), ,.,�0 -._ - 0 2W BLX,2WT-BLX Smoke Detectors 0 X 15 = 0 0 X 35 0 263LTE'CelldlatComriiumcatorT 0c.. - ..:20 263LTE-FN Cellular Communicator 0 X 6 - 0 0 X 7 = 0 27T4uaerModule ` , ..�: z 0' X. 5` 0 '0 'X '0 630F Remote Fire Command Center 0 X 63 - 0 0 X 92 = 0 7830FFire�ammarid.Keypad_, :;„.:s;. ;;> 0;% X.::= 84 , 0 ':0. ;X, 108' U: ,�. ✓ ', - , 708 Bus Extender 0 X 10 - 0 0 X 10 - 0 710 BusSplitter/Repeater Modflle 0, '.X a 32.. =a<. D s 0:_;, ,X, 32 :,- _ 0 711 Zone Expansion Module 0 X 11 = 0 0 X 11 0 4�'Actiye;Zcme;(EOL Instal led),.. :: ;ti ,:.1 :'i;_ - ^. . .. 0.> „,X: - 0, 0 ".X 711S Zone Expansion Module 0 X 4.2 = 0 0 X 4.7 = 0 712-8 Zone Ezpahsion'Module'`, { a O:r Xi{„ 11 7' 0 ::0 li X 17 0 Active Zones(EOL Installed) 0 X 1.6 = 0 0 X 2 = 0 714 Zone Expansion`Module, 0` X, ; T 0: 0 X 7 "0 Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0 714=8,<7t4-16 Zone Expansion Module - Active Zones(EOL Installed) 0 X 1.6 -_ 0 0 X 2 = 0 715 Zdne Expansion Module 3 0 X 7., 0 ;0 X 77 ;0 Active Zones(EOL Installed) 0 X 4 = 0 0 X 30 = 0 - C.2-Wire Smokes;. = .0,: X'„ 0.1,,, =; 0 i 0.', X 0.1 0 715-8,715-16 Zone Expansion*Modules 0 X 20 = 0 0 X 20 = 0 ActiveZones(EOLInstalled ,. 5 0 }X,..c - 0 n„ 0;' X 30.' 0'c 4;. 2-Wire Smokes 0 X 0.1 - 0 0 X 0.1 = 0 7160utputExpans"orcModuler .'->• :.....a :4 X 73 '.0 13; 0 0. X, �.:,. �, Active Form C Relays 0 X" = 0 0 X 12 = 0 7_-17 Graphic'Annunciatbr Module a 10 s 0, 0 „X.,. 10 > Y 0: Annunciator Outputs 0 X = 0 0 X 1 = 0 734WiegaridInterfaaceModule' ',.; .'.' ` O ? 0 0 „0 Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 - 0 ,Annunciator(ON) s r.- 0; X 0`' '0 -'-X `20 :,0' . .. Proximity Reader 0 X 200 - 0 0 X 200 = 0 736P.POP1Tlnterface Module ''v. •.. p.; Radionics Popex,Octopopit,Popits ' 0 X - 0 0 X = 0 0% X' 45;_736V,V=PIexModule, .;r,.' '*.. : - 0'` ;0 X 45`- p 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 _ 4_0_ - _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 = 0 865 Style Y:or Z.Notificatiori Module ',- =s. ,:., s'.,,' 0;> X+•',.... '26 0 0. `'X- .85 866 Style W Notification Module 0 X 45 0 0 X 76 0 867:IX-Btis Style W Notificattob Module '; ',, 9`;" X"ii 0;• 0 X, r gg c- p y s t 869 Dual Style D Initiating Module 0 X 25 0 0 X 75 0 893A DuafPfione Line•Module ' 1100X Wireless Receiver 0 X 25 = 0 0 X 35 = 0 1100XHWireles4 High PowerReceiver :.`, b 0,: X' ;=75 = ;: .0t• Q 7060/7160 Thinline/7060A Aqualite Keypad 0 X 72 0 0 X 87 0 70631L763TFiihline/7063AAqualite'Keypad,':r: :'S ... U, 'X 85': 1'1" .,' ..;'0 0 Xv 100 v 7070/7170 Thinline/7070A Aqualite Keypad 0 X 72 0 0 X 87 0 Active Zones(EOL"Installed): c .-. ' `.. .. r.• 0? X 1.6.. - 0. ; : 7073/7173 Thinline/7073A Aqualite Keypad 0 X 85 = 0 0 X 100 0 t•,.'AcfiveZones(EOLlnstatled):• ,X 1:6 : _:� D" s 0 X a. 2. 0 v. 7872 Graphic Touchscreen Keypad 0 X 145 = 0 0 X 215 = 0 Active Zones(EOCinsialle :.. F.. . . r., p ::'Xti 1.6` - 0::.:•, 0 ..X :2.-: - %D''.. :.. 7873 Graphic Touchscreen Keypad 0 X 143 = 0 0 X 243 = 0 Acttve Zones(EOLslnstalledl`:... ::: 0 X;,-i; i';7.6 0 ';,0 . X ., - 2•. D 8860 Graphic Touchscreen Keypad 0 X 300 = 0 0 X 350 = 0 Aux:Powered Devices ? �`. X, 0. Aux.Powered Devices 0 X - 0 0 X = 0 Aux Powered Devices ` - 0. • -•0 Aux.Powered Devices 0 X = 0 0 X = 0 Aux:Powered Devices .0, X,, _ Aux.Powered Devices 0 X - 0 N 0 14 X = 0 -:Au)C Powered Devices : _. �' X;"': _: :p p .X a .p Aux.Powered Devices 0 X = 0 0 X = 0 Aux.Powered Devices U X; 0'•. 0 X 0 r •Based on 10%active zones in alarm Total Standby inA 200A r-r;`To1al Alartn_mA �539. Required Minimum Alarm Time in minutes 711y' S Minutes X Total Alarm mA 539 = Total Required Alarm Current 44.917 mAh Total Standby mA 200.4 mA Numtie%of etandby.hours needed :24.h. Total number of standby mA hours = 4810 mAh Total'reouired alarm.curren_e_(riunded) _'- + ;,,-45 mAh Total number of mA hours = 4855 mAh , i Contin-en factor g,cl',. _ Total number of mAh = 5826 mAh Convert rnAh,to Ah' 1000.h '`--v'�'-r.i -'t S ""G ._'ate-...^-„—f.c^• 1'� A For more information,refer to the Standby Battery Selection section of the XR150/XR550 Series Installation Guide(LT-1233). Thls spreadsheet calculator has not been evaluated by UL. XF);O XA—) Page 2 of 3 OFFICE LOCATION: at SO(f jy MAILING ADDRESS: Town Hall Annex © P.O. Box 1179 54375 State Route 25 ~� �O Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Telephone: 631 765-1938 Southold,NY O • www.southoldtownny.gov • li 6 : � October 22, 2025 PLANNING.BOARD OFFICE TOWN OF SOUTHOLD o CT L 2 2025 �{ Ms. Patricia C. Moore, Esq. „gtrg „Pa "� �rtit 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 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 s. FIELD INSPECTION REPORT DATE COMMENTS �b FOUNDATION(IST) ------------------------------------ �C FOUNDATION(2ND) O ROUGH FRAMING& cr ( ]� PLUMBING H vv 11 . QO r INSULATION PER N.Y. H STATE ENERGY CODE g t v ot� s FINAL S` ADDITIONAL COMMENTS (ob 62ec !ems ;k o oo vrc ✓ a F Ll 16 ( ;1.4 ill 4(b-11'%7 m -\' l- ` - Ft- ram, -t-S C� W a 0 z I - o ►moo (^ H PV 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 hgps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT i . `',/ . 11 For Office Use Only 30 APR 1. 4 2021 PERMIT NO. Building Inspector: Appl+cat1 ' ! and forms must be filled out in their entirety Incomplete appl+catiois w+ll not be accepted a._Where the AppUcant+s'not,the owner;and Owner's Author+zat+on form(Page 2)shall be completed ,� � � ,� Date:4/12/21 011UNER(S)OF PROPERTY UNIT# v � � Name:HNF RESORTS INC. SCTM#1000-40.-3-5 Physical Address:690 QUEEN STREET GREENPORT NY 11944 Phone#:631-477-0022 Email INFO a-ELIKAMPGROUND.COM Mailing Address 690 QUEEN STREET, GREENPORT, NY 19944 Name:SEAN MAGNUSON Mailing Address:SAME AS ABOVE Phone#:631-953-3899 Email: DESIGN PROFESSIONAL INFORMATION , . f � x y , � { _ Name:CONDON ENGINEERING Mailing Address:1755 SIGSBEE RD.MATTITUCK NY Phone#:631 298 1986 Email CONDONENG@OPTONLINE.NET CONTRACTOR INFORMATION F �! t Name:SEE ATTACHED Mailing Address: Phone#: Email: 20 'DESCRIPTION OF PROPOSED CONSTRUCTION TV`(O BEDROOM CABIN y ®New Structure (--]Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ [Will the lot be re-graded? RYes [I No Will excess fill be removed from premises? Dyes No 1 �' =h PROPERTY INFORMATION � � a } 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 R -RESORT/RECREATION x`2 „ ._.. this property. ®Yes ❑No IF YES, PROVIDE A COPY. Check'Box After Reading The owner/contractor/design;professloeai�s responsibte far all drainage and storm water issues as provided by Chapter 236'ofthe Town Code,"APPUCA710N 15 HEREBY MADE to the`Buddmg Department#ar the issuance of a BuNding Permit pursuant to the Bulltlmg Zane Ordinance of the Town of 5outF old,Suffolk,County New,York and other applicable laws,Ordmarices or k4ii6tions,'f6r4he construction of boil"dings, addIt ions,aiteratiii6 for'remopal or demolition as herein described The applicant agrees to coir►ply with a(Iapphcable laws,ordinances,building code, a2 0.r g�: : 4 1 �: 1 a n t 4 `1 housing'code and regulations ar►tl to admit authorized inspectors on premises and m builihng�s)fo'r necessary inspections 4a1se statemerrts made herein are punishable,as aClass A misdemeanor pursuant to Section Z10 45 of the New York State Penal law' Application Submitted By(print name): @Authorized Agent ❑Owner ._ _._. _. _ _...w .. ... .. . %.. _ m ._.. _ .._. . __..w. ___.. Signature of A licant: Date. g pp CONNIE D.BUNCH STATE OF NEW YORK Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF ) Qualified in Suffolk County / Commission Expires April 14,2 � being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing con act)a ove named, (S)he is the (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 beforeme this �y �,/ `�1 4 Aay of 200 ` b )� .L J�� J"„ `CY) Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I� SEAN MAGNUSON residing at 825 QUEEN STREET, GREENPORT, NY EILEEN WINGATE, QUIET MAN STUDIO do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. :,_ 4/13/2021 1vner's SIgnatur Date SEA AG SON Print Owner's Name 2 t7 ' BOARD MEMBERS �F SOUr Southold Town Hall Leslie Kanes Weisman,Chairperson. �� y� 53095 Main Road•P.O.Box 1179 Patricia Acampora_ �� l0 Southold,NY 11971-0959 Office Location: Eric Dantes ell Q Town Annex/First Floor, Robert Lehner[,Jr. • �O 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 httpJ/southoldtownny.gov CE VED ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)7654809•Fax(631)765-9064 AUG 2 5.2020 Souk ld Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 2.0.2.020 ZBA FILE No.:.7384SE. NAME OF APPLICANT: M-F Resorts Inc PROPERTY LOCATION: 690 Queen Street, Greenport,NY SCTM No. 1000-40-3-5 SERA DETERMINATION: The Southold Town Zoning Board of Appeals. declared Lead Agency status for:the SEQRA.review of the,special. exception .application and an_uncoordinated review was conducted. It was determined that:thus.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.1 Action, : F nor does it meet any of the criteria on the Type'II list of actions arid•thatthe Southold Town Zoning Board of Appeals,pursuant to SEQRA,hereby'made a determination of non signiBcance.for the proposed::action . and.grants_a Negative De6laration. SUFFOLK.COUNTY ADMINISTRATIVE CODE: This application was referred-as required.under the Suffolk'County Admmistrative Code Sections A.14-14 to 23, and the Suffolk County Department.of Planning issued its reply dated January 24, 2020 stating that this application is considered a matter for• local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this,application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. TOWN OF SOUTHOLD PLANNING BOARD: The Planning Board offered comments on this application in their June 24, 2026 memorandum. The Planning Board generally has no objection to the Special Exception and cabin size due to the fact that the existing site and.use thereof received Special Exception approval in 1976 and Site Plan approval in 1976 and 2005. The Planning Board currently has . not endorsed a Site Plan for this proposal and reserves the right to make any.necessary changes to the Site Plan after reviewing all proposals thoroughly. PROPERTY FACTS/DESCRIPTION: Subject property consists of 23.61 acres located in the Resort Residential (RR)Zoning District. The property is a campground with both mobile&tent sites currently available. The property is improved with an office/bathroom facility, sites for mobile homes, and tent camping sites. BASIS OF APPLICATION: Request for Special Exception per Code Section 280-35B(5) and Town Code Article 1, Section 253-1, the applicant is requesting permission to alter the existing Tourist and l Page 2,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 Trailer campground by removing twenty(20)tent sites:and oonstructing twenty:(20)seasonal cottages, as well as variances for twenty(20) cottages measuring 504 sf where the code only allows cottages to measure a maximum of 450 SF in size; located at: 64500 County Rd 48,Greenport,SCTM# 1000-40-3-5 VARIANCE RELIEF REQUESTED: The applicant's,proposal was amended to convert 33 existing tent camping sites to 20 seasonal use cabins.of approximately 504 sq. ft. with an exterior covered porch, where only 450 sq. ft. cabins are allowed. The cabin floor plans also depict a 90 sq. ft. covered porch to be attached to the cabins for an overall size of 594 sq. ft._ In addition, a 600 sq. ft. pavilion with an . exterior deck will also be constructed. ADDITIONAL INFORMATION: The proposed 20. cottage sites are a reduction of the currently 33 existing tent.sites. There are certificates of occupancy for all of the existing campground buildings & ingroutid swimming..pool. The current site.plan was approved in 20.06,.and.ailows: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 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: The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280- 142 and finds: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts.. The subject property has legally existed as a tourist camp since 1976 without adverse impacts B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts.No new uses are beingproposed.in.this application C. That the safety, the health,the welfare,the comfort,the convenience or the order of the town will not be adversely affected by the proposed use and its location. The proposed cabins will meet all county sanitary regulations and will be serviced by Suffolk County Water and Greenport Village Sewer System. The site is readily accessible to fire and police protection. — ----- D-Thatthe-use-will--be�-in-harmony-with-and-promete-the-generafpurpose-s-and-intent-of-this-----.-------_-._----------------- chapter. The cabins will be in compliance with the Town's storm water management code Page 3,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. I000-40-3-5 E. That the use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility, scale and overall appearance.. The property is screened from the road, and is adjacent to Moore's Woods. F. That all proposed structures, equipment and material shall be readily accessible.for fire and police protection.The existing unimproved road will be widened for better fire and police access and the campground has its own fire emergency plan and fire truck on site 0.'That the proposal shall comply with the requirements of 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 for'the location of any of such permitted uses. B. The conservation of property values and the encouragement of the most appropriate uses of land. C. The effect that the location of the proposed use and the location that entrances and exits may have upon the creation or undue increase of vehicular traffic congestion on public streets,highways or sidewalks to assure the public safety. D. The availability of adequate and proper public or private water supply and facilities for the treatment,removal or discharge of sewage,refuse or other effluent(whether liquid,. solid,gaseous or:otherwise)that may be caused or created by.or as a result 011ie*use. E. Whether the use or the materials incidental. or produced thereby may give off obnoxious gases,odors,smoke or soot. F. Whether the use will cause disturbing emissions of electrical discharges;dust,light, vibration or noise. G. Whether the operation in pursuance of the use will cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, if existing or if proposed by the-Town or by other competent governmental agencies. H. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles. incidental to the use and whether such space is reasonably adequate and appropriate and can be furnished by the owner of the plot sought to be used within or adjacent to the plot wherein the use shall be located. I. Whether a hazard to life, 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. ----------- --1Vl.--Whether-the-site--of the-proposed-use-is-par-titular-l-y-suitable-far--such--use ------------------- - —--- N. Whether adequate buffer yards and screening can and will be provided to protect adjacent properties and land uses from possible detrimental impacts of the proposed use. Page 4,August 20,2020 #7384SE,HNF Resorts,lnc. SCTM No. 1000-40-3-5 O. Whether adequate provision can and will be made for the collection and disposal of stormwater runoff, sewage, refuse and other liquid,solid or gaseous waste which the proposed use will.generate. P. Whether the natural characteristics of the site are such that the proposed use may be. introduced there without undue disturbance or disruption of important natural features, . systems or processes and without risk of pollution to groundwater and surface waters on and off the site. AREA VARIANCE: FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6,2020 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following.findings: 1. Town Law&2674(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. Thearea 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-b.(3)(b)(2). The benefit sought by`the appiieant.cannot be achieved:bysome method; feasible for the applicant to pursue, other than an area variance. The proposed cabins are.5044 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 §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and-conditions set by this board. 5, Town Law&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 §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of_20 seasonal rental cabins while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. Page 5,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member Weisman(Chairperson),and duly carried,to GRANT, a Special Exception, as applied for,and GRANT:the variance as applied for,as shown on the Site Plan and Architectural Plans prepared by John J.Condon,LPE, last revised.February 17,2020, SUBJECT TO THE FOLLOWING CONDITION: 1. The applicant must obtain site plan approval from the Planning Board.Failure to do so will render this Special Exception Permit and variance relief null and void. NOTE: Violations of Conditions. A violation of any limitation or.condition of a special exception approval or of any provision of this chapter applicable to a special exception. use shall constitute a violation of thisphapter. The Zoning Board ofAppeals shall retain jurisdiction and shall have the right, after a public hearing, to mod6, suspend or revoke such approval or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article X i7, Section 284-141.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,nonconformrti6.under fthe.zoning code. This.action does not authorize or. condone any current or future-use, setback or other feature of the'.subject property that.may violate.the- Zoning Code, other than such uses, setbacks and other features.as are:expressly addressed in-this action. In the event that this_is an approval subject to conditions,,the approval shall not be..deemed effect:ve iryitil such time that.the foregoing conditions are met,and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in tzature 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 Weisrna Chai erson Approved for filing le? /2020 BOARD MEMBERS S jy� Southold Town Hall Leslie`Kanes Weisman,Chairperson 53095 Main Road •P.O. Box 1179 Patricia Acamporac Southold,NY 11971-0959 Eric Dantes G Office Location: Robert Lehnert,Jr.. -��. • �OQ Town Annex/First Floor, 54375 Main Road(at Youngs Avenue) Nicholas Planamento CDU(Im,� Southold,NY 11971 http://southoldtownny.gov ZON$IG BOARD OF APPEALS TOWN OFSOUTHOLD r" �`' '�M h'n /�``J (` May 19, 2021 { � � tJ V �� t '1 Tel.(631)765-1809•Fax(631)765-9064 1 Eileen Wingate Quite Man Studio . MAY 2 0 2021 ' 2805.West.Mil.l,Road; . Mattituck;lVY. 119.52 lIITT ,DIT IEP ', RE; Request for DO I�hnimus Determinati' , . : •. . 'Appeal.NQ 7384SE,HNF Resorts; In'c:. 69:0 Queen Street, Creenport - Dear Ms. Wingate;. SC TM No. 1,000-40-3-5 I am in receipt of your correspondence, dated MaX.:1 I,2021, requesting a de miniinus deterinination to the. above referenced Zoning$oard of Appeals.Special E�cception 1?ermit and Area Variancir ieeision: Inyour letter;you-request a.de-rnintiiits approval for a SpecExepti and--Area Vaianctocastu .0A . seasonal use cabins which exceed the ma iinuin square feet in area in accordance with_the Town Code,upon ,: an existiiig:campgrouncl, You explain that upon xetommeiidation of the Tovtm's Planning Board,that.the. revised site plan tlepcts a re location of the cabins:in order.to.preserve as many txees as possible;and that the s number of cabins fiave been reduced to 19 Ir urtherriiare,you stated that the cabin re locations neet.all zoningrequirements.pursuantao C.W t 253 of the Town Code: Based upon the information provided,I have determined that your�request is de miniinus in nature because . the changes do not increase the&tee of non-conformity,and the.decision continues to follow the general standards governing Special.Exception Uses. Please be advised that conditions set forth in Appeal No. 7384SE still apply. We ash 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. S' cer y, eslie /anes Weisman Chairperson cc: Michael Verity, Chief Building Inspector Heather Lanza, Planning Director d v OFFICE LOCATION: ,dye rz� s MAILING ADDRESS: Town Hall Annex fr (yF`S ! P:O. Box 1179 54375 State Route 25 p'w Southold, NY 1 1971 (cor.Main Rd. &Youngs Ave.) Southold NY t Telephone:631 765-1938 , w*w.southoldtownny.gov PLANNING BOARD OFFICE .TOVVN,OF SQVTHOLD October 6,.2020 y Ms. Eileen Wingate 2805 West Mill:Road Mattituck,.NY 11952 Re: Site Plan Approval: Eastern Long Island Kampground Cabins 64500 CR &, Greenport, 8CTM#1000-40.-3-5 Dear Ms. Wingate: _ The following resolutions were adopted at a meeting of the:Southold Town Planning Board on Octobe'r5,-2020: WHEREAS, this amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 504 sq: ft. each and.a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District,;Green,port; and WHEREAS, on December-20, 2019 and January 9, 2020, Eileen Wingate, authorized agent, submitted an Amended Site.,Plan Application for review;..and WHEREAS, on February 5, 2020 and February 7, 2020, Eileen Wingate, authorized agent, submitted an.Amended Site Plan Application fee and other information for review; and WHEREAS, on February 10', 2020, the Southold Town Planririg Board determined 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_017, 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'.11 list,of actions; and WHEREAS, on February 12, 2020, .the Planning Board, pursuant to,Southold Town .Code §280-131 C., distributed the application to the required agencies for their comments; and IL www.con onengmeenr UGZ I 'l CS C ---= GU re _Q.K f.4— / S tM' '}yviR�i. I M1 tF "F t}' r s NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'IIi�s7erti � ildlt#�y3:��eatY tip" R�tociti _ ... '�' Y�r+c�k:��at�e load;SiosY�rv'a&>33�i'att790 www.dec,ny.gov December 12; .01 g Eastern.Loos Island Kampground: . � •Sesiru' , .....Green NY�1�1 g44 RE; Delineation of a portion of the wetlands adjacent to your.property,:Eastern Long JaWnd Kat rounds(SCTAM 1000-40-3-5) Dear Mr. Magnuson, _ The Qep rtrrtent,cCE-hvironmental Conservation implements-Articte:,24, which is the-.:'.-*,-' ." Fresh Water Wetland.Act. Under ArW.6 24,the Department:has JunsdJction over reulatedfr®shwatsr wetlands and 100 fee#.landward of,those wetlands Many activities h tee° Pe,M1 ttparkrw&mg carom a # . tiz CcM udtinu these a tivrties wtthotit the liehefit of �t ilr #hts Dap rtment es a iQlatrvn of Art*cle. 4 of the Erar►roriental conservation .Law'(ECL}:and SNYCRR Part the.regulatcons,Oro mcitgated tinder Article:24} Activifites grater than 100 faet. from'NY,State regulated freshwaWrwetlands would not require an ArEidle 74 µ peerm�t from.#his D part for for they purposes of delineation the tland:.boundary for a proposed project'ut the southeast c,,pmer 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 to.the east,south and.west of,#a proposed project No other we#fand on or atliacept �F' r%pj� }j �1 t �'1[fi3x! 1E# # Wks' coro�r:- To the.east of'the project, stefff found the regulated freshwater wetlands.to ber greater than 200 feet from the property line. As such, staff did"not bother to place any flags to demarcate the boundaryr G�ns�rv�iton T 'the so ,'st use 1a a ri an a-oaataa o: t xaie' .ter,sae weld ctoser-teas° 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 pock6t:.of wetland. Staff placed:2 f tags at than poants where that smolt: . poet+ es.dest t po Agttl wefla "frt' .prcjf :w e ,:.property: The existing, legally cleared campground is located to the north of the proposed project and there are no regulated freshwater wetlands within 100 feet of the:project in that . : _ . :.:,... :. Again, actwttres 8raiftt than 100 feet from regulated w Oonds do not require Article 24 permits from:this Department The wetlands come closes#to ahe projec#m the southwestern porfiaoncome.-of the project and may close to 104 feet from the property;:ltne 1(ou$hould:ham a Qf tl Viand flags su eye l 0 p on a s�#e ; plan fcarfhe protect to confirm the distances es t ttnated in the field, F'ar tktecnall ; is i g i010 e l l dim a WO - F. tl � - and therefore;any regulated actiify.wvuki be even`farther from the wetland Qn any cite plan for the protect you should show a:Lirnit of Tearing,;Grading and Ground l3isturbartce line That is a work line, in that no,work of any kind would take place . beyond that one 1f t6 .line is 1000 feet.or greater Iron!alt of the wetland Gags:yau would. r pt need.an article 24 perrni#frorriihis[7epa en t.. Sincere Dan Lewis L E 1 FC 20�3 LDING DEPARTMENT- Electrical Inspector SUI;Fot � 1 1 ®�® �k` TOWN OF SOUTHOLD g� Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 4%® Telephone (631) 765-1802 - FAX (631) 765-9502 iameshe-southoldtownny.gov— seandCcD-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11-Dec 2023 Company Name: Woodhollow Contracting, Corp Electrician's Name: Nicholas Gasparo License No.: ME-60139 Elec. email: cshcherbelis@woodhollowdesigns.com Elec. Phone No: 516-827-5916 M 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 ����� �S Address: 64500 County Rd 48 Greenport, NY 11944 Cross Street: Phone No.: _ __ _ Bldg.Permit#: q email: sean@magnuson.one Tax Map District: 1000 Section: 0 Block: Lot: 5 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❑Underg round❑Overhead " # Underground Laterals 1 2 H Frame D Pole Work done on Service? Y MN Additional Information: PAYMENT DUE WITH APPLICATION F01d9150Pec# 10101 PERMIT 4 Address- Switches Outleis GFI's Surface Sconces H H's IJC Lts Fans Fridge HW Exhaust Oven WAD smokes DW Min; -arbon Micro Generator ornbo Cooktop Transfer a_ AH Hood Service Amps Have Usec ,pedal .onjments PERMIT# yq-7 H j . ,Add. -r1eSS: HNF Resorts LI LLC Eastern Long Island Kampground Switches 64500 CR 48/690 Queen St Greenport, NY 11944 'Outi6ts Tax Map ID: 1000-40-03-05 -GFrs ;�L Surface Sconces -Ws 1.UCAts 0 Fridge 14W I -'Olp PWA;j9-' "Mini-Fr Fans 0 . o W/t) 0 Parisi �.'Ump .Exhaust i Oven 6 Sump 0 .:-TYnffmr Generator Smokes -OW 0 :'Salt 6 S - , Carbon 0 Macro 1 GrbDis o 1NatOr13.6nd Lights Heat fi4ivisptrr Puc, ks o ERV 0 SPA IMtHot 0 ..,.:DeHum 0 Transfer 0 D! c Combo 0 todk -bp 0 MinisOlt I-Ou-'redlE 81oWer IVIA- AC 0 AH 0 "HO'' 9d 0 . .B106wer (0 Servite :Amps-.- X. -Have Usied Sub /0 0 Amps .:Haye Used Comments--:-, G E In 72525--- U 07'60utl iold 777 1s v I DCv it JA2 T.POD PROPOSED 2"0 ATER MAIN snFt-r covErt x 1: -:: 1LO PROPOSED 4"B WATER MAIN #18 to �ra -� I. I #4 .. ' I .� I ►� ENV O 1zo a . . — xtla I'.:x i.:. Q t fZ — { Inn DECK �3 D ON uJ DECK -162 /zs _z z DECK (.#16 ::: � // �.ZZ MR DECK ESAMP .::•j;. ( :i CMP srre/u — DECK— x 1 r e 1 #3 / \\ PILLION 0 _ DECK /; �`� /; :=� ---- --- c.;'D,": -' // 1.L1x to - \ '`�i � :•�....::` I m SP 13 < '>>' •Jk +\�• `20° ,O• +{;+LPL — .. 10 ly Coll, 9 /,/ r _ r a\\ .k...: ------ 'x VILLAGE OF / / \ I { I \ N P —�: GREE'NPORT , � - , _ �•,-•:.•:..\ m #$ \ -� :',::,+-;� .�\ —� ► 1 - • - VACANT LAND .101 -102 \ 13 / / .• xr I r e bP�SE�`RQgfk!{Ia : O,. • � \\ � \ \ IaRNfrb 1/S Saa 71M.bmgP. miaa+CMm0.Te 6retlindv&omo0 i #9 / �+ec:.m.mdaoa,ot,.e smrerm.mmdue l."ow.ar.uen em,e� O \ maea�am6wcv..ucn7octmtelsmelvo•am.m..�eu5yrar.adarta< + ROPQS \ \ was..�msaln:mm.an eex:.a.mm.mumm• murm,,ap x$s \`M / EDQ gWgT MAIN` \ e . ..wmamdmammn.m.v.0 eismae".mm i Scale: N Condon Engineering, P.C. Eastern Lon Island un �' Drawn by:JJC 1755 Sigsbee RoadGrounds 9 - x Date:3-13-21721 Camp Gn ou nds S 1 3.G p Mattitudc,New York 11952 � v�� t O O (631)298-1986 690 00 O Greenport,New York 13. . RESORT RESIDENTIAL(RR)ZONE 14. THE SITE IS SERVICED BY THE GREENPORT SEWER DISTRICT,GREENPORT ELECTRIC AND SUFFOLK COUNTY WATER AUTHORITY. X Line(S) M &T Be Inspected By'�County Dept. Of Health Services. 552-5754,48 Hours In Advance To Schedule InspecOon(s). ENGINEER'S CERTIFICATION REQUIRED. SUBMIT P.E.OR R.A. CERTIFICATION FOR INSTALLATION AND CONSTRUCTION OF�r) :. l,'es / ii FOR FINAL APPROVAL. m5. • N .p o _y CD - � q n) p GoCOB , 0 ' �• a> >, !firto �ms. . ?' 1 T. A , a •" w CO1 MMENTS .3/1 / 0 .CaSINREUISIONS-d c 10/21/2020 SCDHS COMMENTS,.,. o U � a � . 09128/202U TOWN:COMMENTS.., .$ ti 7/22/?020 REV:-$LDGS pp 6/22/2020 SCDHS COMMENTS do z a N A 618/2020 SCDHS COMMENTS p A:. 5/26/2020;SCDH13 COMMENTS t a. a•m r�,a REVISIQNS a� � CD 1 � � O �! o o HEALTH DEPARTMENT APPROVAL STAMP 0192 ��� S.C.T.M.: DIST. 1.000 SEC.40 BLK.03 LOT: 05 FESSIONP�'� ndon Engineering, P.C. EASTERN LONG ISLAND KAMPGROUND j 1755 Sigsbee Road 690 QUEEN STREET Mattituck, New York 11952 OF GREENPORT, NY 11944 (631) 298-1986 (631) 298-2651 fax www.condonengineering.com` OVERALL SANITARY PLAN A+ qT1 SUBJECT PREMISES AZT J&P SCALE 1"=600' 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 seurwage disposai and water supply faci4ties at this location have been inspected and/or oe-ftified by this department or outer agenc bs and found to be satisfactory *A PA I. OFFICE OF WASTEWATER MANAGEMENT COMcheck Software Version 4.1.5.1 , - Envelope Compliance Certific y. .Project Information Energy Code. 90.1 (2016)`Stand8rd Project Title: Eastern Longlsland Campground-2 Bedroom Cabin Location:: Greenport;-New York Climate Zone:' Project Type: New Cohstruction Veroppil GlaA g/Wall Area: 10%:;.:.. :- Performance Sim:Specs: •EnergyPIUs 8:1`:0 009-�(EPW USA_CT,-Bridgeport-Sikorsky.Mem:AP.725040 TMY3.epw) Construction Site- Owner/Agent Designer/Contractor:: 6, p;Queen Street Eastern Lpng Island Campground John J.,Condon„P;,E:. Green port,NY Condon Engineerfrig,PC 1755 Sigsbee Road Mattituck,NY-11952 631-298-1986... . Building Area Floor Area 1-Motel.:Residential 49 Envelope Assemblies sembly Gross Area Cavity Cont. Proposed . .B.udgetU- or R-Value R-Vallue U-Factor Factoro) Perimeter Roof 1:Attic'Roof with Wood Joists;{Bldg::Use 1-�Moiel] 499 49:0 0:0 0.021 0,021 Floor 1:Wood-Framed,[Bldg..User 1=Motel] 499 30.0 0.0 0.033 0.03.3 NORTH Exterior Wall 3:Wood-Framed,16":o:c [Bldg.Use 1-Motel] . 144 •21 A 0.0 0.062 0:064 Window.67 Wood Frame:Operable;Perf.Specs.:Product ID CXW14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,•[Bldg.Use T-Motel](b)' Window 7:Wood Frame:Operable,Perf.Specs.:Product ID CXW14, 10 - — 0:260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) EAST - Exterior Wall 2:Wood-Framed,16"o.c.,[Bldg.Use 1-Motel] 224 21.0 0.0 0.062 0.064 Window.3:Wood Frame:Operable,Perf.Specs.:Product ID CW13, 5 0260 0.310 SHGE�34-y VT-0:5-JBldg-Use--T-=-Motel}(ti}... Window 4:Wood Frame:Operable,Pert 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,Terf.Specs.:Product ID CX14, 10 — 0.260 .0.310 SHGC o.34,.V r 0.57..,[Bldg.Use 1.-Motel](b) SOUTH . Exterior Wall 1:'Wood-Framed,16"o.c.,[Bldg.Use 1-Motet] 144 21.0 0.0 . 0:062 0.064 Window 1: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 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.lsland Campground-2°Bedroom Cabin Report date: 03/05/21 Data filename: C:\Users\Owner\Favorites\ComChecks\2 Bedroom Cottage.cck Page 1 of 10 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value. U-Factor Factor(a) /� E PerimeterTrior Wall 4:Wood-Framed, 16"o.c.,(Bldg.Use 1 -Motel] 224 21.0 0.0 0.062 0.064 i Window 7:Wood Frame:O enable,Perf.Specs.:Product ID CW13, 5/ P P — — 0.260 0.310 i. 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 mustbe.certified,in.accordance;with•NFRC and requires supporting.documentation. Envelope PAS8ES:'De'sign-1% better than code Envelope Compliance Statemenf corm.Aan'ce„Staternent: The proposed envelope,design represented;in this.document is.consistent with the.building plans, specifrcations,and other calculations sUli'mitteii with this permit application.The proposed envelope systems have been designed'to meet the 90.1 (2016)Standard req ements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Itlist. Project Title: Eastern Long Island Campground-2.13edr6om Cabin Report date: 03/05/21 Data filename: C:\Users\Owner\Favorites\ComChecks\2 Bedroom Cottage.cck Page 2 of 10 CABIN #15 Fire Sprinkler Reports for Eastern Long Island Campground 690 Queen Street Greenport,=�New York OF W-1.f y 84 APPROVED AS NOTED DATE: Z t/Z T B.P. # g FEE BY: �1 5 I .J�/ Prepared By: .� _ NOTIFY FIRE MARSHAL AT 631-765-1802 John Condon FOR THE FOLLOWING INSPECTIONS: Condon Engineering,P.C. 1. ROUGH INSPECTION 1755 Sigsbee Road 2. COMPLIANCE TESTING Mattituck,New York 3. FINAL INSPECTION 631-298-1986 ALL WORK SHALL COMPLY WITH NYS February 4,2024 CODES AND APPLICABLE NFPA STANDARDS i Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering '}It Cabin#15 Mattituck, NY 11952 Page 2 General Project Data Report General Data Project Title: Cabin#15 Project File Name: Cabin 15..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#15 Building Owner: Contact at Building: Phone at Building: Address Of Building: 690 Queen Street City, State Zip Code: Greenport, New York Project Data Description Of Hazard: Light Hazard Sprinkler System Type: Wet Design Area Of Water Application: 144 ftz Maximum Area Per Sprinkler: 144 ftz Default Sprinkler K-Factor: 5.60 K Default Pipe Material: SCHED 40 STEEL BLK Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Reliable Model: G5-56 Size: 1/2 Temperature Rating: 135 F NONE Water Supply Test Data Source Of Information: SCWA Test Hydrant ID: 825134000 Date Of Test: 1-11-2021 Hydrant Elevation: 0 ft Static Pressure: 66.00 psi Test Flow Rate: 1503.00 gpm Test Residual Pressure: 52.00 psi Calculated System Flow Rate: 91.49 gpm Calculated Inflow Residual Pressure: 51.85 psi Available Residual Pressure At System Flow: 65.92 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.09 gpm/ftz Maximum Water Velocity: 20.00 ft/s Maximum Frictional Loss/ 100 feet: 20.00 psi Number Of Active Nodes: 25 Number Of Active Pipes: 24 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 6 Number Of Inactive Sprinklers: 0 C:\...\Cabin 15.fiw Monday, February 5, 2024, 11:00 AM Fire-Fire Sprinkler Hydraulics Calculation Program .� Elite Software Development,Inc. Condon Engineering �t t �` Cabin#15. Mattituck, NY 11952 Page 3 Fire Sprinkler Input Data tVo'deInputData x3 TM > 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 18.72 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 16 No Discharge --- N/A 17.16 2.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 17 No Discharge ---- N/A 23.17 2.00 0.00 -- 0.000 0.0 ---- 0.0 0.00 18 No Discharge --- N/A 26.89 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 15.fiw Monday, February 5, 2024, 11:00 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering f"� 1 `' Cabin#15 Mattituck,NY 11952 f' Page 4 Fire Sprinkler Input Data N 6ft Input;Data-(cor t-JO Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Di KFactor(K) Estimate(psi) Branch Non- Flow(gpm) a. No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 20 No Discharge ---- N/A 29.76 -4.00 0.00 --- 0.000 0.0 --- 0.0 0.00 30 No Discharge ---- N/A 33.68 -4.00 0.00 --- 0.000 0.0 --- 0.0 0.00 31 No Discharge - N/A 34.95 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 32 No Discharge ---- N/A 35.37 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 -33 No Discharge -- N/A 39.45 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 35 No Discharge --- N/A 39.83 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 36 No Discharge --- N/A 42.83 -4.00 0.00 -- 0.000 0.0 -- 0.0 0.00 37 No Discharge ---- N/A 51.54 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 40 No Discharge ---- N/A 51.85 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 15.fiw Monday, February 5, 2024, 11:00 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. CondonEngineering E = Cabin#15 Mattituck, NY 11952 - Page 5' Fire Sprinkler,Input Data Pxi00 Input Beg. End. Nominal Type Fitting Nominal Fitting Total CFactor Node Node Pipe Description Diameter Group Data Length Length Length (gpm/inch- (inch) (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 6.00 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 28.00 17.00 45.00 120 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 15.fiw Monday, February 5, 2024, 11:00 AM Fire-Fire Sprinkler Hydraulics Calculation Program• g j� Elite Software Development,Inc. tt w Condon Engineering " Ea Cabin#15 Mattituck, NY 11952 Page 6 Fire Sprinkles Output Data Ov No erall dii .Groupings:0utput»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 15.61 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 18.72 0.00000 15 16 0 -91.49 16 15 0 91.49 0.00 0.00 0.00 17.16 -0.04920 16 17 0 -91.54 17 16 0 91.54 0.00 0.00 0.00 23.17 0.04920 17 18 0 -91.49 18 17 0 91.49 0.00 0.00 0.00 26.89 0.00000 18 20 0 -91.49 20 18 0 91.49 0.00 0.00 0.00 29.76 0.00000 20 30 0 -91.49 C:\...\Cabin 15.fiw Monday, February 5, 2024, 11:00 AM Fire-Fire Sprinkler Hydraulics Calculation Program ? ► Elite Software Development,Inc. Condon Engineering r k,ti Cabin#15 Mattituck,NY 11952 •' Page 7 Fire Sprinkler Output Data Overall:Node Groupings Output Data (cont'd) Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure (psi) Node(gpm) 30 20 0 91.49 0.00 0.00 0.00 33.68 0.00000 30 31 0 -91.49 31 30 0 91.49 0.00 0.00 0.00 34.95 0.00000 31 32 0 -91.49 32 31 0 91.49 0.00 0.00 0.00 35.37 0.00000 32 33 0 -91.49 33 32 0 91.49 0.00 0.00 0.00 39.45 0.00000 33 35 0 -91.49 35 33 0 91.49 0.00 0.00 0.00 39.83 -0.04920 35 36 0 -91.54 36 35 0 91.54 0.00 0.00 0.00 42.83 0.04920 36 37 0 -91.49 37 36 0 91.49 0.00 0.00 0.00 51.54 0.00000 37 40 0 -91.49 40 37 0 91.49 0.00 0.00 -91.49 51.85 C:\...\Cabin 15.fiw Monday, February 5, 2024, 11:00 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering �i ' Cabin#15 Mattituck, NY 11952 f;rIY. Page 8 Fire Sprinkler Output Data Overall Pipe Output Data Beg. Nodal Spk/Hose Residual Norn. 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 0.04261 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 28.00 1,511 15 0.00 -4.00 0.00 18.72 2.469 91.49 2T 17.00 0.000 SCHED 40 STEEL BLK 120 6.13 0 45.00 1.511 C:\...\Cabin 15.fiw Monday, February 5, 2024, 11:00 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering '1 I `« Cabin#15 Matfituck,NY 11952 f. 'Page 9 Fire Sprinkler Output Data Overall Pipe Output Data (co,nfd) Beg. Nodal Spk/Hose Residual Nor. 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 18.72 2.00 0.00 0.07976 6.00 1.037 16 0.00 2.00 0.00 17.16 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 17.16 91.54 Prev 17 6.00 psi 2.00 23.17 17 0.00 2.00 0.00 23.17 2.00 0.00 0.07976 7.00 1.117 18 0.00 -4.00 0.00 26.89 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 26.89 2.00 0.00 0.07976 29.00 2.879 20 0.00 -4.00 0.00 29.76 2.067 91.49 T 7.10 0.000 SCHED 40 STEEL BLK 120 8.75 0 36.10 2.879 20 0.00 0.00 29.76 4.00 0.00 0.00310 1190.00 3.913 30 0.00 -4.00 0.00 33.68 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 33.68 4.00 0.00 0.00310 400.00 1.276 31 0.00 -4.00 0.00 34.95 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 34.95 4.00 0.00 0.00310 120.00 0.416 32 0.00 -4.00 0.00 35.37 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 35.37 3.00 0.00 0.01166 332.00 4.076 33 0.00 -4.00 0.00 39.45 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 39.45 4.00 0.00 0.00310 111.00 0.379 35 0.00 -4.00 0.00 39.83 4.026 91.49 EL 11.30 0.000 SCHED 40 STEEL BLK 120 2.31 0 122.30 0.379 35 Backflo -4.00 39.83 91.54 Prev 36 3.00 psi -4.00 42.83 36 0.00 -4.00 0.00 42.83 2.00 0.00 0.07976 105.00 8.710 37 0.00 -4.00 0.00 51.54 2.067 91.49 2L 4.20 0.000 SCHED 40 STEEL BLK 120 8.76 0 109.20 8.710 C:\...\Cabin 15.fiw Monday, February 5, 2024, 11:00 AM [Fire-Fire Sprinkler Hydraulics Calculation Program •, Elite Software Development,Inc. Condon Engineering j3 Cabin#15 Maftituck, NY 11952 f A _ Page'10 Fire Sprinkler Output Data Overall-Pipe Output Data (conf 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) 37 0.00 -4.00 0.00 51.54 6.00 0.00 0.00042 712.00 0.309 40 0.00 -4.00 0.00 51.85 6,065 91.49 T 21.40 0.000 SCHED 40 STEEL BLK 120 1.02 0 733.40 0.309 l C:\...\Cabin 15.fiw Monday, February 5, 2024, 11:00 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. fj�' Condon Engineering _ s Cabin#15 Mattituck,NY 11952 ',tiW..ti Page 11 Fire Sprinkler Output Data Overall Sprinkler'Outpllat 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/ftz) (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 15.fiw Monday, February 5, 2024, 11:00 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc.Cabin#15 p wgCondon Engineering Mattituck,NY 11952 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: 2440.72 gal Sprinkler Flow: 91.49 gpm Non-Sprinkler Flow: 0.00 gpm Minimum Required Residual Pressure At System Inflow 51.85 psi Node: Demand Flow At System Inflow Node: 91.49 gpm C:\...\Cabin 15.fiw Monday, February 5, 2024, 11:00 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. e Condon Engineering Cabin#15. Mattituck;NY 11952 r Page 13 Fire Sprinkler Output Data Hydraulic"Suupply/Demand Grap , 100 90 80 70 CL � 60 � 52 50 42 0) L a 40 30 20 10 0 2 4 6 8 10 12 14 16 18 20 Flowrate(x100) gpm Supply Curve Data Static Pressure: 66 psi Test Residual Pressure: 52 psi Test Flow Rate: 1503 gpm Demand Curve Data Calculated Residual Pressure: 51.85 psi Calculated Flow Rate: 91.49 gpm Excess Available Residual Pressure At Calculated Flow: 14.07 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 15.50 psi C:\...\Cabin 15.fiw Monday, February 5, 2024,'11:00 AM