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Home My WebLink About49743-Z of so�ryolo Town of Southold * * P.O. Box 1179 53095 Main Rd rovNV Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46610 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. 49743 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 #10 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: 49743 07/21/2025 PLUMBERS CERTIFICATION: Jorge Naran 94/04/2025 4 thor zed i tore SurtfotK TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE, Wo • 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#: 49743 Date: 9/20/2023 Permission is hereby granted to: HNF Resorts LI LLC PO BOX 89 Greenport, NY 11944 To: (cabin #10) legalize "as built" seasonal cabin in existing campground as applied for per ZBA, Planning & SCHD approvals. Replaces 46357. At premises located at: 64500 CR 48, Greenport SCTM # 473889 Sec/Block/Lot# 40.-3-5 F ) Pursuant to application dated 4/14/2021 and approved by the Building Inspector. To expire on 3/2112025. Fees: PERMIT RENEWAL $512.60 Total: $512.60 Building Inspector r �gQFFDi TOWN OF SOUTHOLD �o BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46357 Date: 6/4/2021 Permission is hereby granted to: HNF Resorts LI LLC 690 Queen St Greenport, NY 11944 To: (cabin #10) 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 Building Inspector oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 1 1 97 1-0959 'Q 0ye4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: HNF Resorts LI LLC Address: 64500 CR 48 CABIN 10 City: Greenport St: NY Zip: 11944 Building Permit* 49743 Section: 40 Block: 3 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Soundview Electrical License No: 57478ME SITE DETAILS Office Use Only Indoor I✓' Basement 17' Service 170, Solar r Outdoor P-0 1 st Floor rv—� Pool Spa (— Renovation F 2nd Floor r Hot Tub r Generator Survey Attic rV Garage Battery Storage (— INVENTORY Service 1 ph ry—O Heat Duplec Recpt 24 Ceiling Fixtures 4 Bath Exhaust Fan 1 Service 3 ph F Hot Water Gas GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors 2 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors Sub Panel 100A A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 9 4'LED Exit Fixtures Other Equipment: Fridge, Micro Notes: Cabin 10 Inspector Signature: X Date: July 21, 2025 Sean Devlin Electrical Inspector sean.devlinCa)_town.southold.ny.us. 64500CR49Cabin10 100i - Town Hall Annex 54375 Main Road �.Z`' ± y ? Telephone(631).765-1802 �. .;;. P.O:Box 1179 Southold, NY 11971-0959 -ftr v-, BUILDING DEPARTMENT TOWN OF SOUTHOLD APR 4 2025 ' CERTIFICATION Date: 0— 0 Building Pennit No. e—l 0 7 J y 3 Owner: H N V Q Sc7 Y�S. L L C (Pleasep`rint) Plumber: Ao-(�)Rp I� of CN—'v (Please print) IL I certify that the solder used in the water'supply system contains less than 2/1.0 of 1%lead. (7(P1uznbee4 gnature) Sworn to before me this day of w 20 Z ADVENDIZO TORkES NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01T06231053 Notary Public, County Qualified in SUFFOLK County Commission Expires 11/22/2026 1 / q SOUTyO6 # TOWN F SOUTHOLD BUILDING DEPT. 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: <1401 e04Z DATE Z b 6�- INSPECTOR 0PS00lyOlo 1 Ll —f3 I S V,c) (Jre, _(�5 --- # * TOWN.OF SOUTHOLD BUILDING DEPT. 631-765-1802 _ 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: 0t DATE INSPECTOR # Of so TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1602 E INSP TION C [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS- �� ` --lei c i vY e� kotvala✓c v 1 t � w /7) 0 ntlj • DATE ZD INSPECTOR pf 50UTyO� # TOWN OF SOUTHO LD BUILDING DEPT. E G � y oum, 631-765-1802 (�( I NSPECTI 0,N [ ] 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: 604� I ll!c rp-WAA 61 0 ocle&v L �o r Y A v 14M Vol k Qq ATE - INSPECTOR r OF SOGTyo� # # TOWN 'OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR ( ] ROUGH PLBG. [ ] FOUNDATION 2ND [ IN ATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE' SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] - RENTAL REMARKS: k G�6i - � - � ll DATE INSPECTORIX1,46e.-N g SOUTyOIo y � TOWN OF SOUTHOLD BUILDING DEPT. � d ^Ouf+,Ni� 631-765-1802j INSPECTION . J [ ] 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: NIL/ klo% Vrr►-S Sm ."mc wi Q-�' �'4A SDI 2T�E INSPECTOR J OF SOUT,yO TOWN OF SOUTHOLD BUILDING DEPT. coum�� 631-765-1802 P Cs INSPECTION FOUNDATION 1ST/ REBAR ROUG G [ ] FOUNDATION 2ND [ ] I 8 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: kj—zs 0v 4R�lpt �S VIA '] 1 Y �1 l �D DATE 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 u E D OCT 19 2021 , Mr. Mike Verity BUILDING DEPT. Chief Building Inspector TOWN of souTrloLD Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, Now York 11971 Re: Eastern Long Island Camp Ground Cottage Footings-690 Queen Street, Gi eenport. Permit#s 46347, '46348, 46349,46350, 46351,46353, 46354, 46355, 46356,4.64-5r7,463581 46359,46360, 46361, 46362,46363, 46364, 46365, 46366, 46367 L�, ►, Dear Mr.Verity: 1 inspected the sono tubes footings on the property for the proposed cottagers and.:found them -- ---- --= - --------to-be=installed-in-accordance-with=the-plans-filed-with-the--Building-Department.-The-.sono-tubes__._--_____—.__ were found to be properly installed and filled with concrete. To the best of my knowledge the sono tubes are installed in accordance with New York Building Code standards. If you have any questions, please call me at 631-298-1986. Yours truly, 0 ondon, P.E. J'F 051684 �c9 O _ pR�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 November 25, 2021 6�0 20 2p�5 Mr. Mike Verity 01 scot Chief ding Inspector 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, QF NEW,,, \ j r � W � `1'c�� 05158-4 �� 431, � ^4 �� n �� U 07 FEE' ~� ��/ ��/ ��/ ~/< U� K� K� U YY � - U X 8pQ 5 Condon Engineering, P C New York State Licensed Professional Engineers 175SSigmbemRoad 631'298' 98g K8mttituoh,New Ynd«1i3S2 Foz63i'2S8'2GS1 condoneng|neehng.00m April 5. 2D24 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53O95 Route 25 P.O. Box 117S Southoid, New York 11971 Re: Eastern Long Island Camp Ground Cottage Footings-690 Queen Street, Greenport Dear Mr. Verity: | inspected the plumbing and insulation in cottages#2,#3,#1O,#13 and#1J.The piping was found to be installed as shown on the plans and to have no leakage.The installation was found to be installed as shown onthe plans. To the best of my knowledge the plumbing and insulation were installed in accordance with building code standards. |f you have any questions, please call nneaiG31-288-1888. Yours truly, OF NE 051684 Thomas P. Walsh,Architect, P.C. 700 Veterans Memorial Highway, Suite CL-140 Hauppauge, NY 11788 Phone: 631-348-4500 Fax:631-348-4509 Date:1019124 Town of Southold-Fire Marshal Town Hall Annex 54375 Main Road, P.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. Very my yours Th as P. ONO LIC#019767 V Condon Engineering, P.C. Irp, New York State Licensed Professional Engineers U U F E B 1 2 2025 1755 Sigsbee Road 631-298-1986 Mattituck, New York11952 FaxW49%Z05�artment condonengineering.com Town Of Southold February 12, 2025 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Eastern Long Island Camp Ground Cottages-690 Queen Street, Greenport Dear Mr. Verity: I inspected the installed insulation at the site.The insulation in the Pavilion,and cottages#1,#4, #5,#6,#7,#8,#9,#11,#12,#14,#15,#16,#18 and#19 were found to be installed as shown on the plans Comes#2 #3#10,z#=13,and#17,wereytnspected'din April: 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, OFAie pNN �0 �O on, P.E. rn - 05�6$4 _ Job Name: North Fork Cottages&RV Resort r .. Installing Company: Boss Systems Aham XR150/XRSSO SERIES STANDBY BATTERY POWER CALCULATIONS a Standby Curreet � � tar 3 j qty. 'MA:. XR1 1;0/XRS50 Series Control Panel 1 X 174 174 1 X 217 2117 Box r, =Reley"OutpuFs,1�2(ON)' ,0. X`,,.. . ..t130_.. r-;. - ,a. ,.0 ao Switching Grounds 3.6(ON) 5 0 x ,Active Zorre§:18 ",.... 't i #.,.�'+,.t. `"'. ,�a `.x ,>.:'"-+ 4; 3 Xa..z?, 3.,r.16 e_ -::2: ' ,'ti.-6A_> `:... ^c .:r't1 9 w:X..,`� .2 .a z,.2, Active Zones 9 10 0 X 4 0 X 30 0 p .:.r.,< „;0 - '0.1 0 Panel Bell Output(1500 mA max) `Aux 0 power tlewces on Tenntnalsb-and.1 R.`(OtKer tha' k6ypads and LX46ustnodules) 0 2z. ....,.r t 2W-BLX,2WT BLX Smoke Detectors 0 X 15 0 0 X 35 0 253LTE`CellularComniumptor •`-� � k w ' ' � � ° t'' ' r20�� •-,� �� _a20, ";�, 77,j,' X ' 263LTE-FN.Cellular Communicator 0 X 6 - 0 - 0 X 7 0 - 277 Buizer.Module +-e 0 X s r. �. ;n:�,.- 0 X. o w 630F Remote Fire Command Center - 0' X 63 = 0 . . 0 X 92 - 0 _ 7830f Fie Command Keypad _, M 0-,':e. 708 Bus Extender - 0 X 10 = 0 0 X 10 0 " 0 X p0 0:710 BusSplitterlRepater Module 32t 711 Zone Expansion Module 0 X 11 0 0 X 11 0 . ,AdiveZone;(EOL- 2, 0 r 711 S Zone Expansion Module 0 X 4.2 0 0 X 4.7 0 712-8:Zone Expansiori'Module ;i"' w -. 0 X.'.: 1ja-, ='0 * :`X.. 173 0 Active Zones(EOL Installed) 0 X 1.6 = 0 0 X 2 = 0 714ZoneExEiansion'Module . '.,;,.. 4�; :. .., .:.:, v, . '.0 X;`tl ,c0 j( 7- 0 Active Zones(EOL Installed) 0 X 1.6 = -0 0 X 2 = 0 714 8.;Z14-1fi Zoiie,ExpanslonMod ite ` ;".: 0 X r 20 ; 0.. 0 X 20 e 0 ,Active Zones(EOL Installed) 0 X 1.6 - 0 - J 0 X 2 - - 0 715 Zone Expansion Module ;e:. f ;;- -. 0', X.< Z' ;,0 0 ,X ?j -0: Active Zones(EOL Installed) - 0 X 4 = 0 - 0 X 30 = 0_ p'p X 01 0 „r 715-8,715-16 Zone Expansion Modules - 0 X 20.. = 0 0 X 20 0 :','Active Zones(EOClnstalled) ..`: ?.r. i 0;. X,;> 4,_ - t ,, iX 30 i0`:. 0 :0 2-Wire Smokes 0 X 0.1 - 0 0 X 0.1 = 0 r . � "X7i6OutptitExsansioi 00 13 0^Active Form C Relays 0 X = 0 0 X 12 = 0 717Graphic,Annunciator Module, t0i Annunciator Outputs 0 X = 0 _ 0 X_ 1 = - 0 734.Wiegand InterFace`Moduk. ` r r ?... f' _0•, s,;;X.,:: 40'" 0- 0, . Active.Zones(EOL Installed) - 0 X 1.6 - 0 - 0 X 2 = 0 0 Proximity Reader 0 X 200 0 0 X 200 - 0 . . 25X 25736P POPIT.Interfacavotlule 0 : z v0...." r . .� Radionics Popex,Octopopit,Popits 0 X = 0 0 X - = 0 736V V=PI$x Motlule, r` ;', -' ?. 0: X:: 0.- 0 :X 45`s- 0;. Active Zones 0 X = 0 0 X - 0 738A Ademco Wireless Interface Mddule 0 X 75 0 0 X 75 0 738T Wireless Translator 0 X 50 = 0 0 X 50 = 0 738Zplus T-Wave Interface Module 0 X 40 _ 0 0 X 40 _= 0 763 Wi-Fi Module ^� 0, X 31 0 _ - _0 X 31 0 86( 0 Relay Output Module,one relay active 0 X 34 _v 0 T 0 X 34 = 0 6 , All four relays active 0 X 138 = 0 0 X 138 = 0 865'S2yley,orZNotifiptian:fvtodule` " _ - h. 0 "Xs`'= F26 0' 0. X :.85. e':;.•.. . 0 866 Style W Notification Module 0 X 45 = 0 0 X 76 - 0 867 LX-Bus Style W Notification Modufg'': _.., .. :.::•. 0 X';, 30 = 0 _:.0 X, :.g6'' 0;'_ 869 Dual Style D Initiating Module 0 X 25 0 0 X 75 0 893A Dual,Phone Line Module ";; w Oz. X:: 0 X .5D :Q 1100X Wireless Receiver 0 X 25 = 0 0 X 35 - 0 1;100XH Wireless High P,.ower.ReceiJer „` .„_r.' `' X:>' .. �D 0 X, 102 0_ 7060/7160 Thinline/7060A Aqualite Keypad 0 X 72 0 0 X 87 0 7063/Z1§3Thinline/70(i3AAgWliteKeypad 0''._ ;X 85' 7070/7170 Thinline/7070A Aqualite Keypad 0 X 72 - 0 0 X 87 0 Active Zones(EOL lnstaAed)r, r:r 0, :X 1.6,'- - 0... X 2 ;0 .. .. - w... .a.•,0 7073/7173 Thinline/7073A Aqualite Keypad 0 X 85 = 0 0 X 100 0 Active,Zones(EOL Installed)= - . 0 ' X;- 7.6 _ 0 0 X 2'.. D - a. 7872 Graphic Touchscreen Keypad 0 X 145 = 0 0 X 215 = 0 Active Zones(EOL Installed) <, - 7873 Graphic Touchscreen Keypad 0 X 143 0 0 X 243 0 Active Zones(EOLlnstalled)" r 0,• X: 0 X; 2 9`.:.:'. 16' :D, 8860 Graphic Touchscreen Keypad 0 X 300'' = 0 0 X •350 0 Aux:Powered Devices „ -' ;-_ 1. , C=0 1 ' X 300 300; X. D Aux.Powered Devices 0 X - 0 0 X = 0 A'ux Powered Devices:'. p %;, _ 0. x 0. X 0 Aux.Powered Devices 0 X = 0 0 X = 0 ' Aux Powered Devices f 0 X:. 0: Aux.Powered Devices 0 X - 0 0 X = 0 Aux Powered Devices ;, 0 X ' ;0 0 .:X. _D. Aux.Powered Devices 0 X - 0 0 X = 0 Aux Powered.Devices... .. 0 Xi; t 0' X s 0 Based on 10%active zones in alarm Total Standby inA ZOOA { _Total_Alartn mA?:",•; �~ `?5391 Required Minimum Alarm Time in minutes (w '-ie S Minutes X Total Alarm mA 539 = Total Required Alarm Current 44.917 mAh _ Total Standby mA 200.4 mA Number of standhy.hours needed zx Total number of standby mA hours = 4810 mAh Total ieouiied.alann.cunent.(rourtded).-<._,' =,.+ : '45 d1Ah Total number of mA hours = 4855 mAh 77 + �20,% ~ °Cohtingeocy factor. '_,. _._ - Total number of mAh = 5826 mAh Cg-,qrt jy A � -r..� �-s-•---.--•-- .=r3—•^^FP-�-e-x- � — �:��—••-ova "`;� ..1 * Battery Amp hours required 6 Ah 1p {, For more information,refer to the Standby Battery Selection section of the XR150/XR550 Series Installation Guide(LT-1233). Th,s spreadsheet cafawamr has not bee.,—loafed by ot. xa;;oxasss Page 2 of 3 OFFICE LOCATION: ' *rjf SOUjy MAILING ADDRESS: Town Hall Annex P.O. Box 1179 - 54375 State Route 25 ~ Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631765-1938 Southold,NY www.southoldtow-xmy.gov COM- October 22, 2025 PLANNING BOARD OFFICE TOWN OF-SOUTHOLD. 0 CT 2 2025 Ms. Patricia C. Moore, Esq. 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, -Byl O-V\ Ca Brian A. Cummings Senior Planner cc: Michael Verity, Chief Building Inspector Sean Magnuson, Owner FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) 431 -------------------------------- _ [ FOUNDATION(2ND) 3_ z �o O H Q ROUGH FRAMING& PLUMBING oa Oki V' r INSULATION PER N.Y. y STATE ENERGY CODE 97 kv- J FINAL d ADDITIONAL COMMENTS I ZA to 23 T&.-k on —+-IrG ✓c C4-- I owW &K cue g z • C01rn 3 -a s H T\zo x _ O su�Foer�, TOWN OF SOUTHOLD—BUILDING DEPARTMENT vQ, x 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.izov Date Received APPLICATION FOR BUILDING PERMIT C For Office Use Only PERMIT NO. Building Inspector: APR 1 4 2021 Applications and forms$mtst be fired out in their entirety:Incomplete applicatiots will,not be accepted Where the Applicant is not the owner an' ',s•r�r T�i Owner's Authorization farm(Page 21 shall be completed: Date:4/12/21 ODUNER(S)OF,'PROPER7Y UNIT,#„ ' F'` t e Name:HNF RESORTS INC. SCTM#1000-40.-3-5 Physical Address 690 QUEEN STREET, GREENPORT, NY 11944 Phone# 631 477-0022 Email INFO@ELIKAMPGROUND.COM Mailing Address 690 QUEEN STREET, GREENPORT NY 19944 CONTACT PERSON s :h ; Name:SEAN MAGNUSON Mailing Address:SAME AS ABOVE Phone#:631-953-3899 Email: DESIGN PROFfS510NAL~INFORMATIQN Name:CONDON ENGINEERING Mailing Address:1755 SIGSBEE RD.MATTITUCK, NY Phone#:631-298 1986 Email:CONDONENG OPTONLINE.NET CONTRACTOR INFOFtMAT10N ' Name:SEE ATTACHED Mailing Address: Phone#: Email: DESCRIPTION O PROPOSED CONSTRUCTION T�/0 BEDROOM CABIN- ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ®Yes ❑No Will excess fill be removed from premises? ❑Yes ®No 1 r } PROPERTY INFORMATION Existing use of property:TOURIST CAMP Intended use of property:TOURIST CAMP Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR-RESORT%RECREATION this property? ®Yes []No IF YES, PROVIDE A COPY. ❑;Check Box After Reading The owner/contractor/design professional�s responsible for all drainage and'storm wa[er issues as provided by Chapter 236 of the Town Code 'APPUCAION IS HEREBY,NiADE to the;Budtling Dep�artmeit for the ssuance'of a Building permit pursuant to the BuUtiing Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the tonstruction of buildings, atidltions,alterations:or for removal ordemolition-'as here'in'describe 1.The applicant agrees to coritply wdh`all applicable laws,ordinances,braiding code, z using code and regulations and tomit ad authorized ho inspectors on premises and m building(s)for necessary inspections False statements made herein are,' ;punishable as a Class`Q misdemeanorpursuant to section 210 45 of f►ie New York StateaPenal Law Application Submitted Ba( i name): BAuthorized Agent ❑Owner Signature of Applicant: Date. STATE OF NEW YORK) CONNIE D.BUNCH SS: Notary Public,State of New York COUNTY OF ) No.01 B1J6185050 Qualified in Suffolk County Cotnmissfon ExplresApril 14,2 - being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contr ct)above named, (S)he is the azmn t hz dddjet� (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 V,04T/�ay of _ )�"�I' , 20 0� L Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I� SEAN MAGNUSON residing at 825 QUEEN STREET, GREENPORT, NY do hereby authorize EILEEN WINGATE, QUIET MAN STUDIO to apply on my behalf to the Town of Southold Building Department for approval as described herein. 4/13/2021 a er'sSig f re Date SEMA USON Print Owner's Name 2 BOARD MEMBERS BUT Southold Town Hall Leslie Kanes Weisman,Chairperson. O�*�f S. yam! 53095 Main Road•P.O.Box 1179 O Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �n Town Annex/First Floor, Robert Lehnert,Jr. G,-�`+c0 • �OQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 httpJ/southoldtovsnmy.gov RECEIVEV ZONING BOARD OF'APIVEALS TOWN OF SOUTH OLD - . Tel.(631)765�1809•Fax(631)765-9064 A�� 2 5.202Q Soutfibld Town Clerk FINDINGS,DELIBERATIONS AND-DETERMINATION MEETING OF AUGIUST 20,2020 ZBA FILE No.:73 84SE. NAME OF APPLICANT: EM Resorts Inc PROPERTY LOCATION: 690 Queen Street, Greenport,NY SCTM No. 1000-40-3-5 SEQRA DETERMINATION: The Southold Town Zoning.Board of.Appeals declared Lead Agency status for the SEQRA review of the special exception application and.an_uncoordinated review was conducted. It was determined that ahis is an Unlisted Action pursuant:to State Environmental.Quality Review Act(SEQRA)6:NYCRR,Part 617', as.it does pot,meet any of the thresholds of a Type.l Action,. not does'it meet any of the criteria on the Type II`list of actions and that lw Southold Town Zoning Board of Appeals,pursuant to-SEQP herebymade a determination of non-sigtuficance for the proposed action . and grants a Negative Declaration. SUFFOLK,COUNTY ADMINISTRATIVE CODE; This application was referred as required under the Suffolk County Administrative Code'Sections A.14-14 to 23, and the:Suffolk County Department of Planning issued its reply'dated January 24, 2020 stating that this application is considered a matter for.. local determination as there appears to be no significant county-wide or inter-coriiinunity impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this.application is listed Under the Minor Actions exempt list and is-not subject to review under Chapter 268. TOWN OF SOUTHOLD PLANNING BOARD: The Planning Board offered comments on this application in their June 24, 2026 memorandum. The Planning Board generally has no objection to the Special Exception and cabin size due to the fact that the existing site and.use thereof received Special Exception approval in 1976 and Site Plan approval in 1976 and 2005. The Planning Board currently has . not endorsed a Site Plan for this proposal and reserves the right to make any necessary changes to the Site Plan after reviewing all proposals thoroughly. PROPERTY FACTS/DESCRIPTION: Subject property consists of 23.61 acres located in the Resort Residential (RR)Zoning District. The property is a campground with both mobile&tent sites currently available. The property is improved with an office/bathroom facility, sites for mobile homes, and tent camping sites. BASIS OF APPLICATION: Request for Special Exception per Code Section 280-35B(5) and Town Code Article 1, Section 253-1, the applicant is requesting permission to alter the existing Tourist and Page 2,AugusCM,2020 .. #7384SE;HNF Resorts,Inc. SCTM No.,1;QU0-4p73-5 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,SCTIv1# 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 & ingrourid swimming.pool: The current.site.plan was approved:in 20.06, and.allows for 63 seasonal RV sites, 90 short term.RV/Pop Up sites, and 33 tent sites. The site plan also approves 186 parking spots with an 80-car overflow. The original campground& trailer park came about from a Special Exception permit approval ZBA file#2147 dated July 22, 1976. A Letter of No-Jurisdiction was issued by the New York State Department of.Conservation (NYSDEC). indicating that no permit is required.from the agency, but advised that no construction, disturbance,. clearing or sedimentation of any .kind may take place within 100 feet of NYS regulated freshwater, wetlands without a permit. SPECIAL EXCEPTION: 77 . FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6,2020 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280- 142 and finds: A. That the use will riot 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-har-mony-with-and-promote-the-genera)-purposes-and-intent of this--------- chapter. The cabins will be in compliance with the Town's storm water management code Page 3,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 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 Moores Woods. F. That all proposed structures, equipment and material shall be readily accessible.for fire and police protection.The existing unimproved road will be widened for better fire and police access and the campground has its own fire emergency plan and fire truck on site G.That the proposal shall comply with the requirements of Chapter236, Stormwater Management In making such determination, consideration was also given to: A. The character of the existing and probable development of uses in the..district and the peculiar suitability of such district 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,(wliether liquid; . solid;gaseous or`otherwise)that may be caused or created by.or as a result of.the use. E. Whether the use or the materials incidental thereto or produced thereby nzay,give.off obnoxious gases,odors,smoke or soot. R Whether the use.will cause disturbing emissions of electrical discharges;dust,light, vibration or noise. G. Whether the operation in pursuance of the use will cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, if existing or if proposed by the-Town or by other competent governmental agencies. H. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles. incidental to the use and whether such space is reasonably adequate and appropriate and can be furnished by the owner of the plot sought to be used within or adjacent to the plot wherein the use shall be located. I. Whether a hazard to Iife, limb or property because of fire,flood, erosion or panic may be created by reason of or as a result of the use or by the structures to be used therefor or by the inaccessibility of the property or structures thereon for the convenient entry and operation of fire and other emergency apparatus or by the undue concentration or assemblage of persons upon such plot. J. Whether the use or the structures to be used therefor will cause an overcrowding of land or undue concentration of population. K. Whether the plot area is sufficient, appropriate and adequate for the use and the reasonably anticipated operation and expansion thereof. L. Whether the use to be operated is unreasonably near to a church,school,theater, recreational area or other place of public assembly. ---------- M—W4ie-ther---tho-site-of-t-he-proposed-use-is-particular-l-y-suitablyfor--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. 1000-40-37!: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 Ihis 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 followinOiindings: 1. Town Law 42674(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 wili_be ribAetrimental effect to the surrounding neighborhood. 2. Town Law 5267-b(3)(b)(2). The benefit.sought by appiicant.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 §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 Stone Water Management Code and conditions set by this board. 5. Town Law 42674(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 V67-b. Grant of the requested relief is the minimum action necessary and adequate to _enable the applicant to enemy the benefit of 20 seasonaI rental cabins while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. Page 5,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member Weisman(Chairperson),and duly carried,to GRANT, a Special Exception, as applied for,and GRANT.the variance as applied for,as shown on the Site Plan and Architectural Plans prepared by John I Condon,LPE, last revised February 17,2020, SUBJECT TO THE FOLLOWING CONDITION: 1. The applicant must obtain site plan approval from the Planning Board.Failure to do so will render this Special Exception Permit and variance relief null and void. NOTE: Violations of Conditions. A violation of any limitation or condition of a special exception approval or of any provision of this chapter applicable to a special exception. use shall constitute a violation of this chapter. The Zoning;board ofAppeals shall retain jurisdiction.and shall have the right, after a public hearing, to modify, suspend or revoke .such approval or-any term or condition thereof or to impose thereon one or more new conditions,pursuant-to Article XXV, Section 280-141.of the Town Code. Any deviation from the variance(s) granted-herein as shown on the architectural drawings, site plan and/or survey.cited above, inch os.alterations, extensions, or demolitions, .are not authorized under this application when involving nonconformaies.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 thansuch uses, setbacks and other features.as are expressly addressed in this action. In the event that this is an approval.subject to conditions,,the approval shall not be..deemed effective until such time that_the foregoing conditions are met;and failure to comply therewith will render this approval null and void: The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration: . that.does not increase the degree of nonconformity. pursuant to Chapter 280-146(B).of the Code of the Town of Southold.any variance granted by the Board of Appeals shall become null and void where.a Certificate of Occupancy has not been procured,and/or a subdivision map bag not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1) year terms. Vote of the Board: Ayes:Members Weisman(Chairperson)Acampora,Dantes,Lehnert,and Planamento (5-0). L Leslie Kahes'WeismaUChairperson Approved for filing , Y/!� /2020 BOARD MEMBERS S jy0 Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road •P.O.Box 1179 Patricia Acampora [ Southold,NY 11971-0959 Eric Dantes G ,c Office Location: Robert Lehnert,Jr.. -�r• •` �O� Town Annex/First Floor, �l,Y 54375 Main Road(at Youngs Avenue) Nicholas Planamento C�U(VTy,� � Southold,NY 11971 http://southoldtownny.gov •ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ,-- May.l 9, 2021 L� Tel.(631)765-1809 Fax(631)765-9064 1 2 Eileen Wingate Quite Man Studio MAY 2 0 2021 2805 W-est,Mill;&oad, . Mattituck,:NY 11952 B� '1 '€� ...-,.;..., TO . 1 RE: Request for M Mtnimus Deteirxiinat on , Appeah`lo 7384SE,)EINp'Resorts;Inc:. 6 Queen 9.0 S G treet, reenport SC TM No. 1.000-40-3-5 Dear Ms. Wingate; i am in receipt of your corresppndence;dated May 11, 2021, requesting a de min mus determmatton in the. above referenced Zoning Board of Appeals:special Exception hermit and Area Variance decision:' Iiryour lefte ;.you request'a de mtniinus approval for a Special Exception and Area Variance ao coristruc-20. . seasonal use cabins which exceed the mairium square feet in area.in accordance with.the ToWt Code,upon` an existing:campgrourxd. You explain that upon zecamineadation of the Town's:Plann iig Board,t1 t.tIie revised site plan 4ep76ts a re location of the cabins in oriier to preserve as many trees as pQssilzle:;and that the numier of cabins fiave been reuced to 19. 1~urthermore,you stated that the cabin re locations meet.all zoning requ remenits pursuant;.to Chapter 253 of the Town-Code: Based upon the information provided' T have determined that your request is de miniinus in nature because _ the changes do not increase the degree of.non-conformity,and the.decision continues to follow the general standards governing Special.Exception Uses. Please be advised that'conditions set forth in Appeal No. 1384SE still apply. We ask that you submit to our office two amended signed and.statnped 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, •tom!' eslie anes Weisman Chairperson cc: Michael Verity, Chief Building Inspector Heather Lanza, Planning Director Mk OFI TCE LOCATION: , 11°iAII.YNG ADDRESS: t 4* J�` J Town-Hall Annexb ';� , M `P:O.Box 1179 54375 State Route 25 /yJy{ Southold, NY 11971. lcor.Main Rd 8i Youngs Ave} - r j, a � `Tele hone:631:.785-1938 9o11th01jd,NY ' P w s t t'e� w.,ww;soulholel'townny.gov V iC/�a ,may,.=1n,1♦ V z r .,j-S i°sue€ ceias �dY;Iq 1►> i a�.�~ "r?' `t z ' i a r 4e7TPldJ . F ^'s• r �,}F"3 rr it PLANNING BOARD QFFICE� TUtiI QF'SU,:TTHOLD.:,,.. October 6,.2020. k f. Ms. Eileen Wingate 2805 West Mill Road Mattituck;.:NY..19952:'.:.;.,:-'-:. .� :- . ' '< : -:• ,;: :,:: > :, .:. ; ' Re: Site Plan Approval:Eastern Lpng'Iskin:d Kam.pgroun.d Cabins 64500:CR.A ,:'Greenport .:..•:.:_ 9CTM#1000-40.-3-5 Dear Ms. Wingate: The following resolutions were,adopted at;a meeting of-the:Southold Town Planning Board on October 5;2020` ... WHEREAS, this amended site plan is to replace 33 existing tent sites with the proposed constrdction 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 Qistrict,:Greenport; and WHEREAS, on December20,::2019 and.J'a:nuary.9,2020,•Eileen .Wn.gate, authorized agent, submitted art Amended�Site,.Plan•Appilcatl,n 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:P.lannang....prd, determined`the application as complete'for'review,.and ".' WHEREAS, on February 10, 2020, the Planning Board, pursuant to State Environmental Quality Review Adt (SEQRA)6.NYCR.R,;:Part.61,7,-determined'that the proposed action is an Unlisted Action as it does not meet any o'f the thresholds of a Type !Action., nor does it meet:any of the criteria on the,Type il,Iist'of actigns;_and WHEREAS,'on February 12, 2020:, the? -.,Ia.n.ning Board,.pursua.nt to,.Soufhold Town .Code §280-131 C., distributed the application to the required agencies for their comments; and ........ - www.con onengmeen .. L: 7. ,..,,•,,. ..is :' S, Hr..:,; :. ,. .. ar a 4•.'at ,J# M ^,j Kfs d 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION www.dec,rvy.gov Qocember 12,2019 Eastern.Long,.Island Kampground' �eairv'itImam NY 11944 RE; delineation of a portion of the wetlands adjacent.to your property,.Eastern Long ' IsIm.d Xarnpgrounds(SCTM# 1000-40-3-5) Dear Mr. Magnuson, The Qapartrnent,of'Environmental Conservation implemernS'Article-24;which is the:. Fresh Water Wefland Act. Under.Article 24,'the Department'has jurisdiction over rqphtad.fmsh*at-r,w6ttends-and 100 feet landward of those wetlpnds .Many actiurties arty to a i atr .. 0006 Conducting.these act�vrties w�tltout the 1Qehefit a€�a frn th►s f.is a �rialatiori of Article.24 of the EnViro�rrier1.itaI t r servatton t.aw.(EGL�and fiNYCI�.f'art' G #wregulation's prdrnuI 4ted u der Article 244. activities greater titian 100 feet :. from NY;Stata regulated freshwatar wetland$would not require an Artidle 2 :' ermii#fmm this:Deartrn�n : �f '1:r-' _amj^ - }47^� '. - b -. 5, t " e' �a for the-purposes of derwwation the weiJand:boundary+for.a proposed pro,iect.in the southeast cgmer of the property:The management of the#acuity is proposing to construct a number of cabins within the wooded,porfloft.-of the lot around an existing cleared trail, all in the southeast corner of the property. Staff investigated the wetlands to the eastsouth and west ofi tt�e proposed project No other wetlandt o or, dacent wow `...y M F So � fiMUM - corner. TO the.east of the project, staff found the regulated freshwater-wetlands.to-be-greater than 200 feet from the property line. As such, staff did'not bother to place any flags'to demarcate the boundary. nsr,re�ot`t3e�aarsatn3 Wnsaanr�i{on T 'laes , ste :, a a datanco: o tYe: manr' feet a:lam ram.' x, sae wetld closet :his location than to the east of the project and staff ptaced'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-6fi wetland. Staff pla ct 2:ftac.s:at the,points where that small pQcet ccaes.:d fy 1g�t : `e fe the. wefia tp i ;p�rc ':a fete .77 MORO, F eri.fine 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 location. staff Are COM, _� Agaikn actwities greater#han �I OO feet from regulated w+�tlnds do not require Article 24:pear lts�froth this Department:The,wetlands come closest to#he:protect an the southwestern piortaon of the protect aI.nd;may come closl.e.to 1fl0 feet from the property Ime you Should ham a o€tle u+ceand flags seyed and.pla�ced o a site tan for the pr8�ectto cohfirm the distances estirna#ed idthe field. vrthe small :. law iYXY- J " 7:� i �"+�"`""_'' ° 1 '11zr / .. acid there#ore:any regulated activir would be evert farther from the wetland Qn.any site: plan for the prQiect you should show a l,irrt�#of C eanng,'.Grading and Ground Disturbance line That is:a work hoe,.!'' that.no.work of any kind would take place. . fa yar<d':ttrat life. If tit tale is'l00 fee#cu gre6ter from.alt.of the weth%441ags you Would:. opt need:ari rtrcle 24perrntffrornIhis Departrr Sincere Darr Lewis 1 � 1 gUfF ' UILDING DEPARTMENT- Electrical Inspector ®G EC , ( ��_3 11 _� TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 y t � "rs C;,•, , Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 iameshaa southoldtownny.gov — seanda-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 111 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 Cablo Address: 64500 County Rd 48 Greenport, NY 11944 Cross Street: Phone No.: Bldg.Permit#: _ � email: sean@magnuson.one Tax Map District: 1000 Section: Block: Z2 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❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION yl�6�ay %5b %6 9fL J(prl PERMIT Ff Address- Switches Outlets G FI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D :)mokes DW Mini -arbon Micro Generator -ombo Cooktop Transfer \C AH Hood Service Amps Have Usec pedal .omments PERMiorw q -3 SS: HNF Resorts LI LLC Eastern Long Island KampgroUnd $lNItChGS 64500 CR 48 1690 Queen St Outlets Greenport, NY 11944 Tax Map ID: 1000-40-03-05 .,GFI' $0.0c.es o VC US ,Fridge I kw 1-40 "T Fans /D 0 Panel Exhaust I -'Oven sump o ; Heuer Trnsfrrir 0-Smokes 2, PW W�WSdnd r b Carbon '0 Nad GDis 0 i lights Heat A41,viol-ir Putks V ERV OrMiLS,_PA 'Anst,Hbt 0 �DeHqM 0 :Transfer 0 :Disc � , Combo 0 '-do6kitop 0 -Minisplit 'I-Vvercotl %owerNA AC 0 AH 0 Hood Blow& 0 j :ServiceV's �,,`,HaVt Used Sub 0 0 Amps, -Have Used ornmen > I ocv- x az t::`: . �► PROPOSED 2"0 ATER MAIN TKO - PROPOSED4'0 WATER MAIN v m — T — — . . — — . . :CX...:. : — . . — . . #18 03 D �rm is #1 W tn- o I i o — -- x _-- `-f`:'X .i.. Q lam? R IC f rt, ECK :=.1=:-`'I.: DECK 3 D o UJ ^, - -- ----- iNv 125 I #2 ::i. :``::I.: cuf. AZ hs sza DECK Il,s I:....:_1.:_ / DECK • •.. .•• DECK X� - zm ES cku PAVILLION" _ ----- 4 DECK - 1. >. �• _ \_- - /// • // \ � -_' to �•P I I ' :`, \• / gam'.// �/ ,o� ';�\ I .'-t• ,4 _ � t 1t �} •- / / / 'PQ .: yid '-Iis' - fir '. ` :#12 i �nx q o. J1 / , ?� \•y 'j ��/ C� �/ ems\ a. # tom : U,;e . . / o' �::. #5 I a Tr •�• �:• .. Q' \. ) ->.fc'•e-: �/gyp I �: VILLAGE OF _ , ' VACANT LAND Z. .. / k `•y '-X -. / X\ \ lB � :.`'/.._:•• tip #15 #13 et '- : \. rm i / , "::"•�ItOPOOlSW:RQ9 0"'iv _ � � /� , 1I \\` cfL \\••`^ \\\ / / / ut�i�smaixahs��rsta�P��m�.�a�� i` ,�`- ' J 0 \ ease.uraaa�esuw�v.maawranww•w.ema.nmcvy #9 EL amsSR...raa>�s..Aa.m.ac..�voa ..aw.a> X9.5 x / ROPOSFD 4-0 \ o \ \� .mm��mmn�,-+ .a. \ J WA MAIN \ o Scale: 1•=20-0- Condon Engineering, P.C. Eastern Long Islan Drawn by:UC g gr 1755SigsbeeRoad Camp Grounds SP-� Ux lO O Mattituck New York 6311952 O Date:3-13-2021 1)298-19 6 690 Queen Street Op 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. tSuffolk Une(s) UST Be Inspected By The County Dept. Of Heath Services". 852-5754, 48 Hours In Advance TO Schedule Impecoon(a}. ENGINEER'S CERTIFICATION REQUIRI;p;; SUBMIT P.E..OR R.A. CERTIFICATION OOR INSTALLATION AND.CONSiTRUCTION CFr�� Ste,•.� S w l,��s a �• ' I CLlI(j^ FOR FINAL APPROVAL. Tysie . e,,,.f,,,Cd 1•I i APR 0.2 2021 ,GT, 79 SWHS'COMMENT& w tea, a 3%15/2021 CABIN'REV1510NS 1U/21/2020 SCQHS COMMENTS.... 9/28/2020 TOWN`'.COMMENTS . 7/22/2020.REV.BLD.0 o V •.` `00� A 6/22/2020 SCDIS COMMENTS a a • N fi/8/2020 SCdHS:COMME .. ` a NIS A . '' " 5/26/2020 SCDHS COMMENT-Q REVISIONS. �i IC U vim, .E a m a� c� SEP .O O HEALTH DEPARTMENT APPROVAL STAMP W 0192 ��V S.C.T.M.: DIST. 1.000 SEC.40.BLK.03 LOT. 05 A��FfSSIOt��"� ndon Engineering, P.C. EASTERN LONG ISLAND KAMPGROUND ; 1755 Sigsbee Road 690 QUEEN STREET i Mattituck, New York 11952 GREENPORT, NY 11944 OF (631) 298-1986(631) 298-2651 fax www.condonengineering.com" OVERALL SANITARY PLAN SUBJECT PREMISES KEY MAP SCALE 1"=600' SHEET I OF 2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS DATE 7/23/25 H.S. Ref. No. C-20-0055 The sewage disposal and water supply facilities at this location have been inspected and/or oertifled by th is department or other aggenc es and found to be satisfactory PA). P E. Cl f IEF OFFICE OF WASTEWATER MANAGEMENT COMcheck Software Version 4.1.5.1 " Envelope Compliance Certific Project Information Energy Code: 90.1 (2016)'Standard Project Title: Eastern Long-Island Campground-2 Bedroom Cabin Location: Geenpart•<New.York::Y: Climate Zone: -;4... . . . Project Type: New Cohstruction Vertical.Glazing/Wall Area: Performance Sim.Specs: =EhergyPlus 8:1r:0:009�(EPWt USA_CT_Bridgeport-Sikorsky.Mem:AP.725040 TMY3.epw) Constnfcton.Site: Owner/Agorit: Designer/Contractor:: ;,_ 9Q`Queeri Street Eastern Long IslarjckCampground _ John-J.,Condon,-;P:E:. - - Greenport,NY " Condon Engineering,PC 1755 Sigsbee Road _- .. Mattituck,NY-11952 631-2984986 Building Area Floor Area 1-Motel.:Residential 499 Envelope Assemblies Assembly . . ; Gross Area Cavity ' Cont. `Proposed Budget U- or. .' R-Value R-Value U=Factor Factor(iq Perimeter Roof 1:Attic'Roof with Wood,Joists;{Bldg:_Use 1_'Motel] •499 49.0 0.0 0.021 0,021 Floor 1:Wood-Framed,[Bldg..Use'1_:Motel] 499 30.0 0.0 0.033 0.033 NORTH Exterior Wall 3:Wood-Framed,16".wc:;[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 SHGG0.34,VT 0:57,,.[Bldg-UsL-4---Motelf(b)-- Window 4:Wood Frame:Operable,Pelf.Specs.:Product ID CX14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.-Use.1-Motel](0) 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.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 Factories) Perimeter WEST Exterior Wall 4:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Motel] 224 21.0 0.0 0.062 0.064 Window 7:Wood Frame:Operable,Perf.Specs.:Product ID CW13, 5 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1 -Motel](b) (a).Budget U-factors are used for software baseline•calculations ONLY,and are not code requirements. (b)Fenestration product performance must,be,certified.in accordance:with-NFRC and requires supporting.documentation. .Envelope PASSES:'Dibsign1% better than code EnVeloPe Compliance Statement'' Compliance Statement: The proposed envelope design represented,-in this.document is consistent with the building plans, 1. specifications,and'other calculations sUbri. t`ed 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 klist. Name�.Titie Date . Project Title: Eastern Long Island Campground-2.13edroom Cabin Report date: 03/05/21 Data filename: C:\Users\Owner\Favorites\ComChecks\2 Bedroom Cottage.cck Page 2 of 10 v CABIN #10 Fire Sprinkler Reports for EasterriLong Island Campground' . s90 Queen;Street' Greenport', New York LL PEEOF NE* J. CONoo�,p� 84 APPROVED AS NOTED DATE: Z Z B.P.# 7 FEE 7f9P— BY Prepared By: NOTIFY FIRE MARSHAL AT 631-765-1802 FOR THE FOLLOWING INSPECTIONS: John Condon 1. ROUGH INSPECTION Condon Engineering,P.C. 2. COMPLIANCE TESTING 1755 Sigsbee Road 3. FINAL INSPECTION Mattituck,New York 631-298-1986 ALL WORK SHALL COMPLY WITH NYS February 4,2024 CODES AND APPLICABLE NFPA STANDARDS 4 Fire-Fire Sprinkler Hydraulics Calculation Program , Elite Software Development,Inc. Condon Engineering �1�1, Cabin#10 Mattituck,NY 11952 Pa e 2 General Project Data Report General Data Project Title: Cabin#10 Project File Name: Cabin 10 Revised2..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#10 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: 91.49 gpm Calculated Inflow Residual Pressure: 54.87 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 1100 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 10 Revised2.fiw Sunday, February 4, 2024, 2:33 PM Fire-Fire Sprinkler Hydraulics Calculation Program < Elite Software Development,Inc. Condon Engineering t Cabin#10 Mattituck;NY 11952., r ,� Page 3 Fire Sprinkler Input Data N10C�G �nlpUt Dai� ,iAll ��9 �a2tVl � aSY��y}�r 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 21.74 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 16 No Discharge --- N/A 20.18 2.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 17 No Discharge --- N/A 26.19 2.00 0.00 - 0.000 0.0 ---- 0.0 0.00 18 No Discharge --- N/A 29.90 -4.00 0.00 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 10 Revised2.fiw Sunday, February 4, 2024, 2:33 PM r, Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering Cabin#10 Mattituck,'NY'11952 Page 4 Fire Sprinkler Input Data .�. ci�{t �a- sxur.-•,y -.,:ate-l�Ya #' '_<?p. s�.Vf;A-ti �!^?-:S �.a",rra«9!: ,ixere�.;1 Mr u .-i-u"C; a-:; t' ocle In utData (cGolntd�) � '�s �6F �r , rx g3 , Wo Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate(psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 20 No Discharge --- N/A 32.78 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 30 No Discharge -- N/A 36.70 -4.00 0.00 -- 0.000 0.0 ---- 0.0 0.00 31 No Discharge --- N/A 37.97 -4.00 0.00 --- 0.000 0.0 -- 0.0 0.00 32 No Discharge --- N/A 38.39 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 33 No Discharge -- N/A 42.46 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 35 No Discharge --- N/A 42.84 -4.00 0.00 --- 0.000 0.0 --- 0.0 0.00 36 No Discharge ---- N/A 45.85 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 37 No Discharge --- N/A 54.56 -4.00 0.00 0.000 0.0 --- 0.0 0.00 40 No Discharge ---- N/A 54.87 -4.00 0.00 --- 0.000 0.0 --- 0.0 0.00 C:\...\Cabin 10 Revised2.fiw Sunday, February 4, 2024, 2:33 PM Fire,-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering fr! Cabin#10 Mattituck;NY`11952 7 r,W: Pa9e 5 Fire Sprinkler 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 8 BLAZEMASTER CPVC 1.000 0 T 4.50 5.00 9.50 150 2 8 BLAZEMASTER CPVC 1.000 0 T 4.50 5.00 9.50 150 3 10 BLAZEMASTER CPVC 1.000 0 T 4.50 5.00 9.50 150 4 10 BLAZEMASTER CPVC 1.000 0 E 6.50 7.00 13.50 150 5 7 BLAZEMASTER CPVC 1.000 0 ET 9.00 12.00 21.00 150 6 7 BLAZEMASTER CPVC 1.000 0 ET 10.00 12.00 22.00 150 7 8 BLAZEMASTER CPVC 2.000 0 3.00 0.00 3.00 150 8 11 BLAZEMASTER CPVC 2.000 0 T 7.50 10.00 17.50 150 11 10 BLAZEMASTER CPVC 2.000 0 T 6.50 10.00 16.50 150 11 12 BLAZEMASTER CPVC 2.000 0 E 3.00 11.00 14.00 150 12 13 SCHED 40 STEEL BLK 2.000 0 E 15.00 3.50 18.50 120 13 15 SCHED 40 STEEL BLK 2.500 0 2ET 118.00 16.90 134.90 120 15 16 SCHED 40 STEEL BLK 2.000 0 2E 6.00 7.00 13.00 120 16 17 Backflo Prev 6.000 Loss 17 18 SCHED 40 STEEL BLK 2.000 0 2E 7.00 7.00 14.00 120 18 20 SCHED 40 STEEL BLK 2.000 0 T 29.00 7.10 36.10 120 20 30 SCHED 40 STEEL BLK 4.000 0 10E 1190.00 71.00 1261.00 120 30 31 SCHED 40 STEEL BLK 4.000 0 EL 400.00 11.30 411.30 120 31 32 SCHED 40 STEEL BLK 4.000 0 T 120.00 14.20 134.20 120 32 33 SCHED 40 STEEL BLK 3.000 0 2LT 332.00 17.70 349.70 120 33 35 SCHED 40 STEEL BLK 4.000 0 EL 111.00 11.30 122.30 120 35 36 Backflo Prev 3.000 Loss 36 37 SCHED 40 STEEL BLK 2.000 0 2L 105.00 4.20 109.20 120 37 40 SCHED 40 STEEL BLK 6.000 0 T 712.00 21.40 733.40 120 CA...\Cabin 10 Revised2.fiw Sunday, February 4, 2024, 2:33 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering � Cabin#TO Mattituck, NY 11952 1 XAA 16. a' Page 6 Fire Sprinkler Output Data Orve'raliNodeG roupin ' gsO,utputData f ` atr 3 �r :x :4z Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure (psi) Node(gpm) 1 8 0 -15.32 15.32 0.00 0.00 7.49 2 8 0 -15.32 15.32 0.00 0.00 7.49 0.00009 3 10 0 -15.67 15.67 0.00 0.00 7.83 0.00010 4 10 0 -15.51 15.51 0.00 0.00 7.67 0.00009 5 7 0 -14.85 14.85' 0.00 0.00 7.04 0.00006 6 7 0 -14.82 14.82 0.00 0.00 7.00 0.00007 7 5 0 14.85 0.00 0.00 0.00 7.86 -0.00007 7 6 0 14.82 7 8 0 -29.67 8 1 0 15.32 0.00 0.00 0.00 7.88 0.00000 8 2 0 15.32 8 7 0 29.67 8 11 0 -60.32 10 3 0 15.67 0.00 0.00 0.00 8.24 0.00000 10 4 0 15.51 10 11 0 -31.18 11 8 0 60.32 0.00 0.00 0.00 8.38 0.00000 11 10 0 31.18 11 12 0 -91.49 12 11 0 91.49 0.00 0.00 0.00 9.24 0.00000 12 13 0 -91.49 13 12 0 91.49 0.00 0.00 0.00 17.21 0.00000 13 15 0 -91.49 15 13 0 91.49 0.00 0.00 0.00 21.74 0.00000 15 16 0 -91.49 16 15 0 91.49 0.00 0.00 0.00 20.18 -0.04920 16 17 0 -91.54 17 16 0 91.54 0.00 0.00 0.00 26.19 0.04920 17 18 0 -91.49 18 17 0 91.49 0.00 0.00 0.00 29.90 0.00000 18 20 0 -91.49 20 18 0 91.49 0.00 0.00 0.00 32.78 0.00000 20 30 0 -91.49 CA...\Cabin 10 Revised2.fiw Sunday, February 4, 2024, 2:33 PM Fire-Fire Sprinkler Hydraulics Calculation Program j �� Elite Software Development,Inc. Condon Engineering Cabin#10 Mattituck,NY 11952 1,Al Page 7 Fire Sprinkler Output Data OeralfwNode.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 36.70 0.00000 30 31 0 -91.49 31 30 0 91.49 0.00 0.00 0.00 37.97 0.00000 31 32 0 -91.49 32 31 0 91.49 0.00 0.00 0.00 38.39 0.00000 32 33 0 -91.49 33 32 0 91.49 0.00 0.00 0.00 42.46 0.00000 33 35 0 -91.49 35 33 0 91.49 0.00 0.00 0.00 42.84 -0.04921 35 36 0 -91.54 36 35 0 91.54 0.00 0.00 0.00 45.85 0.04921 36 37 0 -91.49 37 36 0 91.49 0.00 0.00 0.00 54.56 0.00000 37 40 0 -91.49 40 37 0 91.49 0.00 0.00 -91.49 54.87 CA...\Cabin 10 Revised2.fiw Sunday, February 4, 2024, 2:33 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering /.i ! 13. Cabin#10 Mattituck, NY 11952 E Page 8 Fire Sprinkler Output Data Overall Pipe Output Data Beg. Nodal Spk/Hose Residual Nom. q (gpm) F. L./ft Pipe-Len.Dia. PF-(psi) Elevation Q WPM) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 5 5.60 11.00 14.85 7.04 1.00 14.85 0.03926 9.00 0.824 7 0.00 11.00 0.00 7.86 1.101 14.85 ET 12.00 0.000 BLAZEMASTER CPVC 150 5.01 0 21.00 0.824 6 5.60 11.00 14.82 7.00 1.00 14.82 0.03907 10.00 0.860 7 0.00 11.00 0.00 7.86 1.101 14.82 ET 12.00 0.000 BLAZEMASTER CPVC 150 4.99 0 22.00 0.860 1 5.60 11.00 15.32 7.49 1.00 15.32 0.04159 4.50 0.395 8 0.00 11.00 0.00 7.88 1.101 15.32 T 5.00 0.000 BLAZEMASTER CPVC 150 5.16 0 9.50 0.395 2 5.60 11.00 15.32 7.49 1.00 15.32 0.04159 4.50 0.395 8 0.00 11.00 0.00 7.88 1.101 15.32 T 5.00 0.000 BLAZEMASTER CPVC 150 5.16 0 9.50 0.395 7 0.00 11.00 0.00 7.86 2.00 0.00 0.00766 3.00 0,023 8 0.00 11.00 0.00 7.88 2.003 29.67 ----- 0.00 0.000 BLAZEMASTER CPVC 150 3.02 0 3.00 0.023 3 5.60 11.00 15.67 7.83 1.00 15.67 0.04334 4.50 0.412 10 0.00 11.00 0.00 8.24 1.101 15.67 T 5.00 0.000 BLAZEMASTER CPVC 150 5.28 0 9.50 0.412 4 5.60 11.00 15.51 7.67 1.00 15.51 0.04251 6.50 0.574 10 0.00 11.00 0.00 8.24 1.101 15.51 E 7.00 0.000 BLAZEMASTER CPVC 150 5.23 0 13.50 0.574 8 0.00 11.00 0.00 7.88 2.00 0.00 0.02846 7.50 0.498 11 0.00 11.00 0,00 8.38 2.003 60.32 T 10.00 0.000 BLAZEMASTER CPVC 150 6.14 0 17.50 0.498 11 0.00 11.00 0.00 8.38 2.00 0.00 0.00839 6.50 0.139 10 0.00 11.00 0.00 8.24 2.003 31.18 T 10.00 0,000 BLAZEMASTER CPVC 150 3.17 0 16.50 0.139 11 0.00 11.00 0.00 8.38 2.00 0.00 0.06152 3.00 0.861 12 0.00 11.00 0.00 9.24 2.003 91.49 E 11.00 0.000 BLAZEMASTER CPVC 150 9.32 0 14.00 0.861 12 0.00 11.00 0.00 9.24 2.00 0.00 0.07976 15.00 1.476 13 0.00 -4.00 0.00 17.21 2.067 91.49 E 3.50 6.495 SCHED 40 STEEL BLK 120 8.75 0 18.50 7.971 13 0.00 -4.00 0,00 17.21 2.50 0.00 0.03357 118.00 4.528 15 0.00 -4.00 0.00 21.74 2.469 91.49 2ET 16.90 0.000 SCHED 40 STEEL BLK 120 6.13 0 134.90 4.528 CA...\Cabin 10 Revised2.fiw Sunday, February 4, 2024, 2:33 PM Fire-Fire Sprinkler Hydraulics Calculation Program , . Elite Software.Development,Inc. Condon Engineering i'1 k Cabin#10 Mattituck,NY 11952 .'• Page 9 Fire Sprinkler Output.Data Overall Pipe Output Data (Oont'd) Beg. Nodal Spk/Hose Residual Nom. Dia. q(gpm) F. L./ft Pipe-Len. PF-(psi) Elevation Q WPM) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 15 0.00 -4.00 0.00 21.74 2.00 0.00 0.07976 6.00 1.037 16 0.00 2.00 0.00 20.18 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 20.18 91.54 Prev 17 6.00 psi 2.00 26.19 17 0.00 2.00 0.00 26.19 2.00 0.00 0.07976 7.00 1.117 18 0.00 -4,00 0.00 29.90 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 29.90 2.00 0.00 0.07976 29.00 2.879 20 0.00 -4.00 0.00 32.78 2.067 91.49 T 7.10 0.000 SCHED 40 STEEL BLK 120 8.75 0 36.10 2.879 20 0.00 -4.00 0.00 32.78 4.00 0.00 0.00310 1190.00 3.913 30 0.00 -4.00 0.00 36.70 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 36.70 4.00 0.00 0.00310 400.00 1.276 31 0.00 -4.00 0.00 37,97 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 37.97 4.00 0.00 0.00310 120.00 0.416 32 0.00 -4.00 0.00 38.39 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 38.39 3.00 0.00 0.01166 332.00 4.076 33 0.00 -4.00 0.00 42.46 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 42.46 4.00 0.00 0.00310 111.00 0.379 35 0.00 -4.00 0.00 42.84 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 42.84 91.54 Prev 36 3.00 psi -4.00 45.85 36 0.00 -4.00 0.00 45.85 2.00 0.00 0.07976 105.00 8.710 37 0.00 -4.00 0.00 54.56 2.067 91.49 2L 4.20 0.000 SCHED 40 STEEL BLK 120 8.75 0 109.20 8.710 CA...\Cabin 10 Revised2.fiw Sunday, February 4, 2024, 2:33 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering Cabin#10 Mattituck,NY 11952 Page 10 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) 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) WPM) (psi) C-Value Velocity Fittings Tot-Len, PT-(psi) (fps) Type-Grp (ft) 37 0.00 -4.00 0.00 54.56 6.00 0.00 0.00042 712.00 0.309 40 0.00 -4.00 0.00 54.87 6.065 91.49 T 21.40 0.000 SCHED 40 STEEL BLK 120 1.02 0 733.40 0.309 CA...\Cabin 10 Revised2.fiw Sunday, February 4, 2024, 2:33 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering F # ' Cabin#10 Mattituck,NY 11952 +. Page 11 Fire Sprinkler Output Data Overall Sprnkleri0utput Data Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure 2 Density Discharge Node No. Code KFactor(K) (feet) (psi) (ft ) (gpm/ft2) (gpm) 1 A 5.60 11.00 7.49 144.00 0.106 15.32 2 A 5.60 11.00 7.49 144.00 0.106 15.32 3 A 5.60 11.00 7.83 144.00 0.109 15.67 4 A 5.60 11.00 7.67 144.00 0.108 15.51 5 A 5.60 11.00 7.04 144.00 0.103 14.85 6 A 5.60 11.00 7.00 144.00 0.103 14.82 Sub Totals For Group A 864.00 0.1.06 91.49 Totals For All Groups 864.00 0.106 91.49 C:\...\Cabin 10 Revised2.fiw Sunday, February 4, 2024, 2:33 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering :rl=1`t Cabin#10 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 - c 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: 2463.10 gal Sprinkler Flow: 91.49 gpm Non-Sprinkler Flow: 0.00 gpm Minimum Required Residual Pressure At System Inflow 54.87 psi Node: Demand Flow At System Inflow Node: 91.49 gpm C:\...\Cabin 10 Revised2.fiw Sunday, February 4, 2024, 2:33 PM Fire-Fire Sprinkler Hydraulics Calculation Program i Elite Software Development,Inc. Condon Engineering " _E'k Cabin#10 Mattituck, NY 11952 r:.lus 3 Page'13 Fire Sprinkler Output Data Hydr"aulic Supply/Demand Grap,.r =: 100 90 80 .N 70 65 CL so � 52 50 N ^L LL 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: 54.87 psi Calculated Flow Rate: 91.49 gpm Excess Available Residual Pressure At Calculated Flow: 11.05 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 15.50 psi C:\...\Cabin 10 Revised2.fiw Sunday, February 4, 2024, 2:33 PM