The URL can be used to link to this page

Home My WebLink About49739-Z of souryo`o Town of Southold * * P.O. Box 1179 io 53095 Main Rd UNTI"` Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46607 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. 49739 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 #7 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: 49739 07/21/2025 PLUMBERS CERTIFICATION: Jorge Naranjo 04/04/2025 uth rize Si ature �o��suFFoc,��o TOWN OF SOUTHOLD aye BUILDING DEPARTMENT y TOWN CLERK'S OFFICE �y • SOUTHOLD, NY col * Sao. 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#: 49739 Date: 9/20/2023 Permission is hereby granted to: HNF Resorts LI LLC PO BOX 89 Greenport, NY 11944 To: (cabin #7) legalize_"as built" seasonal cabin in existing campground as applied for per ZBA, Planning & SCHD approvals. Replaces BP 46354. 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 3/21/2026. Fees: PERMIT RENEWAL $512.60 Total: $512.60 Building Inspector �o�SUFFot,r�o TOWN OF SOUTHOLD oy BUILDING DEPARTMENT h x TOWN CLERK'S OFFICE o • SOUTHOLD, NY t 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#: 4.6354 Date: 6/4/2021 Permission is hereby granted to: HNF Resorts LI LLC 690 Queen St Greenport, NY 11944 To: (cabin #7) legalize "as built" seasonal cabin in existing campground as applied for per ZBA, Planning & SCHD approvals. At premises located at: 64600 CR 48, Greenport SCTM #473889 Sec/Block/Lot#40.-3-5 Pursuant to application dated 4/14/2021 and approved by the Building Inspector. To expire on 1214/2022. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $975.20 CO-COMMERCIAL $50.00 Total: $1,025.20 Building Inspector o��OF SOUI��I � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 CPR • Q Southold,NY 11971-0959 'Q a �yOUNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: HNF Resorts LI LLC Address: 64500 CR 48 CABIN 7 City: Greenport St: NY Zip: 11944 Building Permit#: 49739 Section: 40 Block: 3 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Soundview Electrical License No: 57478ME SITE DETAILS Office Use Only Indoor Basement F Service Solar Outdoor W 1st Floor Iv; Pool r Spa I Renovation 17 2nd Floor I— Hot Tub r Generator r Survey r Attic rll� Garage Battery Storage In INVENTORY Service 1 ph W Heat Duplec Recpt 3.1 Ceiling Fixtures 5 Bath Exhaust Fan 1 Service 3 ph r Hot Water Gas GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors 2 Main Panel 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 7 Inspector Signature: X Date: July 21, 2025 Sean Devlin Electrical Inspector sean.devlin(a-town.southold.ny.us 64500CR48Cabin7 FF Town Hall Annex Telephone(01)765-1802 5075 Main Road P.O.Box 1179 � x .� Southold,NY 11971-U959 , nr 4 Fi ij BUILDING DEPARTMENT ' TOWN OF SOUTHOLD APR 4 2025 CERTIFICATION Date: Building Permit No. 1/9�-3 Owner: H N V )-T, L L C (Please print) Plumber: Q-,`(Z-%V1 I o (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumb_ a nature) Sworn to be ore me this — day of 20 2 ADVENDIZO TORTES NOTARY PUBLIC,STATE OF NEW YORK Registration No.01T06231053' Qualified in SUFFOLK County Notary Public, County Commission Expires 11/22/2026 1 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) j y ---------------------------------- FOUNDATION (2ND) T �7 z �.o O � ROUGH FRAMING& Q PLUMBING r INSULATION PER N.Y. STATE ENERGY CODE do P i i�` S FINAL • r ADDITIONAL COMMENTS qtelc =�1 Cl 42) �e�-w :$ 5 Qec.. t as 4R I li /23 PatoQ pO folpr.e— e_ Y e 4k /d /PSr GK cK h o G �4d 150 Pcc I biri I EI cou cZ c 2- 3 M �z Ox p d #rsf so TOWN OF IOUTHOLD BUILDING DEPT. ou 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: oz DATE INSPECTOR . pF SOUTyolo I�7 �f U✓l� # TOWN F SOUTHOLD BUILDING EPT. 000MV, 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 rl PRE C/O [ ] RENTAL REMARKS: DATE 2 S. (INSPECTOR ` �O�aOF SOUj,�°lo ' # TOW, N OF SOUTHOLD BUILDING DEPT. 631-765-1602 INSPIECTION [ ] 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- (04 VQib� A✓�V l r tax w d DATE ZD INSPECTOR -)go pF 50Ujyo� # f � TOWN OF SOUTHOLD BUIL,DING DEPT. cOUrmN� 631-765-1802 ( o Y;:, v I NSPECTION [ ] 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 O" [ ] RENTAL REMARKS: of 9V r r TE - INSPECTOR vw OF SOGTyo� # # TOWN OF SOUTHOLD ,BUILDING DEPT. couNr+ 631-765-1802 INSPECTION [ ] FOUNDATION l ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION/CAULKING ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] ' RENTAL REMARKS: . *10 DATE INSPECTIDRIXI,46e�- ho��pF SOGTyolo # * TOWN OF SOUTHOLD BUILDING DEPT. � `you N 631-765-1802 1 1 NSPECT ON [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH P G. [ ] FOUNDATION 2ND [ INATION/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: 1�n� wAwl Wiml--- L NA ® 4 - IUTE INSPECTOR pF SO(/T11 # . # TOWN OF SOUTHOLD BUILDING DEPT. 'oum, 631-765-1802 Olt/ INSPECTION FOUNDATION 1ST/ REBAR ROUG G �641� [ ] 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: q�AS 60 - aAm 0040 ykv �DN.Y( DATE INSPECTOR ti Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,.New York 11952 Fax 631-298-2651 condonengi neeri ng.com October 14, 2021 E C M V 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- Queen Street, Greenport. Permit#s 46347; 46348, 46349, 46350, 46351 46353,46354,' 6355, 46356, 46457,46358, 46359, 46360, 46361, 46362,46363, 46364, 46365, 46366, 46367 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. NEW � o r c� J'F 051614 AROfESS10N�' Condon Englneeftg, 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� Mr. Mike Verity BuildingChief S uthold Town B i ding Department .e$itv�� t o 53095 Route25 ��® o 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 framing and strapping installed in the Pavilion,and cottages#1,#2.#3,#4, #5,#6,#7,#8,#9,#10,#11,#12,#13#14,#15,#16,#17,#18 and#19 were found to be installed as shown on the plans. if you have any questions, please call me at 631-298-1986. Yours truly, ��of NE k �op 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 N 0,; 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 flowswitches.All alarms are active. Very my yours Th as P. LIC#019767 / Condon Engineering, P C New York State Licensed Professional Engineers 631-298- gB6 1755GigabaeRoad FoxG31'298'2G51 Mottituck, New York i1953 condonenginmehng.com ` Novannber27 2024 DEC _ � 9O�� '� "�" ` �"�- ~~' ��c"ptzwr� Mr. Mike Verity Chief Building Inspector Southold Town Building Department 530Q5 Route 25 P.O. Box 1179 Goutho|d, New York 11971 Re: Eastern Long Island Camp Ground Cottage Footings-8QD Queen Street, Gneonport Dear Mr. Verity: \ inspected the plumbing in the Pavilion,and cottages#4,#S,#6,#7,#O,#9,#11,#1Z,#1Q and#19. 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 on the plans. To the best of my knowledge the plumbing was installed in accordance with building code standards. |f you have any questions, please call meat631-2S8-1988. Yours truly, OF Ale 051684 ' Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condonengineering.com January 31, 2025 �' Qo 4 l: L F E B - 3 2025 Mr. Mike Verity Chief Building Inspector 'Southold Town Building Department `$3095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Eastern Long Island Camp Ground Cottages-690 Queen Street, Greenport Dear Mr. Verity: I inspected the installed insulation at the site.The insulation in the Pavilion, and cottages#4, #5,#6,#7,#8,#9,#11,#12,#18 and#19 were found to be installed as shown on the plans. To the best of my knowledge the insulation was installed in accordance with building code standards. If you have any questions, please call me at 631-298-1986. Yours truly, pF NEyl NCO* a�� FO 051684 A��FESS10��'�, J Job Name: North Fork Cottages&RV Resort - Installing Company: Boss Systems XR150/XR550 SERIES STANDBY BATTERY POWER CALCULATIONS Standbyturrent t r >M Afamt Garcrtt a r T 2 Qty. ,mA, TotahmA= s,§•Qtya::, mA,, r.;Tot XR150/XR550 Series Control Panel 1 X 174 = 174 1 X 217 = 217 "Rel OUt•u1S 1.2:(ON)�e 4 ,:�:.!S .<...,`�;:.' 1..::,�a'%,. :a0«,� .. �X.: t s30,`y ,�h t. :ui 0 '�. - i �.":0#:.-. .;X.., r,30._. Switching Grounds 3-6(ON) 0 X 5 0 0 X 5 0 AdrveZoriA51 8 a'. 9 4,'- X.4 ) v l ` X 4'a <. Active Zones 9-10 0 X 4 - 0 0 X 30 - 0 > ,YWireSmokes 0. D .:0 Panel Bell Output(1500 mA max) 0 0 Aux-powedeyicesori;Teiminals7and11i(Qt#ierthankeypadsanBLX=6usmodules) 0,`,. X 2W-BLX,2WT-BLX Smoke Detectors 0 X- 15 = 0 0 X 35 0 263LTE'Cgllulai Comtiiumdator r, ._ 1 f:. .' 3 X 20 263LTE-FN Cellular Communicator 0 X 6 - 0 0 X 7 = 0 277•Bua&,,Module s p X 5- t .. `0 X 5, 630F Remote Fire Command Center 0 X 63 - 0 0 X 92 = 0 7830F Fire'Command Keypad y,`_ _` :.,i.. ...- .:. ;0-,. 1( 84S'.i = t 0 . 0, ;X.. 108'' 708 Bus Extender 0 X 10 - 0 - 0 X 10 = 0 710 BusSplitter/Repeater.Module.: t-?. ...< Oi;; ' v hz 0. X.,`. 32 ,• 0:._ 711 Zone Expansion Module 0 X 11 = 0 0 _ X 11 = 0 Active2bne,(EQL.Installed)::, .. :, ':` , . 0' X,. 1.6: 0, 0. X 2. 0, 711S Zone Expansion Module 0 X 4.2 = 0 0 X 4.7 = 0 712-82orie Expansidn Module, ,_:.' ;:1.. _ _ ' .. 0 0, 0, 0, 'X 17 Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 _ = 0 7142orie..Expansion Module;. p. X,v i' 7i:. 0 0 X Z. A y. Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0 714-8,'714=16'Zone.Ezpansion.Module: - :'.; ':,..:,..`-. .-'; ..::, ..0 ..•^X;. _U >:0 "X 20 r .:0.-,.. Active Zones(EOL Installed) 0 X 1.6 0 0 X 2 = 0 775 Zone Expansion Module' 0 _ X. ;7S';; 0; V 7 0 Active Zones(EOL Installed) 0 X 4 - 0 0 X 30 = 0 ._2=Wire Smdkes 0, X'". '0,1•_ 0,..: X 0:1'.: 0 0 715-8,715-16 Zone Expansion Modules 0 X 20 = 0 0 X 20 = 0 'Active Zones(EOL Installed)!,- 0 ,. „X,.4 5",:4 s ds.,. 7 0 ; 0, X 0, 2-Wire Smokes 0 X 0.1 - 0 0 X 0.1` - 0 71 fi 0utput,Ezparuion Module"a: -. .. :O r X: 13 + 0'• i 0•_ ;X 13; 0 Active Form C Relays 0 X - 0 0 X 12 = 0 717GraptiicAnnunci6tobMo'dule ... . .-. , a .,.i<,.= 0`:._ X;< ., ;,r10.`. 0 €.:...K,.. :'0 1X: :`10 0;.,.. _ . Annunciator Outputs 0 X - 0 0 X 1 = 0 734 Wiegand;InterfaceModule "E, ,, i, . 3:.. ..... .?.a 0 ;.. X`. 40;;? 0 '_0 X.,. -� -:, 0 Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0 Annunciatbr(ON):' 0 0 SX ,20:,.'' 0 Proximity Reader 0 X 200 - 0 0 X 200 = 0 736P:P,OPITInterface:IModule;.... .. L 'O 0:' Radionics Popex,Octopopit,Popits 0 X = 0 0 X = 0' - 736V V=PIex Mddtile;'. y K 0 X,`� : 45; „0 _ _ _0 'X b0 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 T 0 X 50 - 0 73BZplus Z-Wave Interface Module 0 X 40 - 0 0 X 40 0 763 Wi-Fi Module 0 X 31 = 0 0 X 31 - 0 860 Relay Output Module,one relay active JO X 34 __ 0 - 0 X_ 34 = 0 r>i�„ l All four relays active 0 X 138 - 0 0 X 138 0 8655tyle Y or Z Notiftcatian_Module = 866 Style W Notification Module 0 X 45 = 0 0 X 76 0 867.LX,Bu'Style_W.Notification Module,"; �. `; ;`.'=:'-r„.rF..? a `0_.•_ X,t:r- 0 -zX.1. s;r86 0.,.. 869 Dual Style D Initiating Module 0 X 25 = 0 0 X 75 - 0 893A Dual Phone Line:Module„ '+;: :, :.: 0 X •= } ,t2 ;:0,, 3;'; 7.0, ;X 50 , "•0• 110OX Wireless Receiver 0 X 25 - 0 0 X 35 = 0 1100XHWirelessHigh'Power,Receiyer_ }S _ .::, i;:_ 0_:- Xf'_ 75-:'. -'f'. 0,'. "0 X ;10,2, x * 0 7060/7160 Thinline/7060A Aqualite Keypad 0 X 72 = 0 0 X 87 = 0 7063p163 Thinline/7063A Aquallte:Keypad _ 1_ 85"" sc. .0 X ••100',. 707017170 Thinline/7070A Aqualite Keypad 0 X 72 = 0 0 X 87 = 0 :< :2 Active Zones(EOLlnstalled),' . ;. 0,'•: X.,`', 1b.'.;'„ 0> 7073/7173 Thinline/7073A Aqualite Keypad 0 X 85 = 0 0 X 100 = 0 T `Active Zones{EOLInsalled);• -.:.. . - ' X v:2 1 0 0 , X 7872 Graphic Touchscreen Keypad 0 X 145 = 0 0 X 215 = 0 :.. -Active'Zones(EOLlnsfalled) " 0 X 16 - 0 ;0 ;X 2 t`- ;0 _. 7873 Graphic Touchscreen Keypad 0 X 143 = 0 0 X 243 = 0 r,'A'ckive'Zones'(EOC'Installed),-,. , = "0%. X -1.6 '+;c 0 8860 Graphic Touchscreen Keypad 0 X 300 - 0 0 X 350 = 0 „AuX'Powered Devices,_ _ r:; z'a 1::, X_.: 0, D,' 1 X: 300 Aux.Powered Devices 0 X - 0 0 X = 0 0 -. Auz.`Powered Oevice.s >.... ... ` 0` X 0. Aux.Powered Devices 0 X - 0 0 X = 0 l,.. Auz Powered Devices', v'0 X t 0 0 :'X¢;: 0•t -... Aux.Powered Devices 0 X - 0 0 X - 0 Aux Powered Devices i• 0', X 0 :0 i X Aux.Powered Devices 0 X = 0 0 X - 0 Aux.Powered Devices .: X =`N 0 <X 0 0 T'ital AlattnrnmA s. � i 539' Based on 10%active zones in alarm Total Standby inA _Zl10sl Required Minimum Alarm Time in minutes 5 Minutes X Total Alarm mA 539 = Total Required Alarm Current 44.917 mAh Total Standby mA 2004 mA Numberofstandby.hoursneeded Total number of standby mA hours = 4810 mAh Total reowN, alarm.current(r_ounded);Y, + Total number of mA hours = 4855 mAh -LontingcT"factor Total number of mAh = 5826 mAh :Com ert_mAFi to Ah' 1000'h t •. h Batt y!Amp hourarre4uined i 2 u i 6 �.Ah {s o For more information,refer to the Standby Battery Selection section of the XR150/XR550 Series Installation Guide(LT-1233). This spreadsheet calculator has not been evaluated by UL XAJ 50 XR— Page 2 of 3 OFFICE LOCATION: Q� MAILING ADDRESS: Town Hall Annex. O� �f P.O. Box 1179 54375 State Route 25 ~ Southold,NY 11971: (cor.Main Rd. &Youngs Ave.)Southold,NY Telephone: 631 765-1938 C �' �� Y www.southoldtovvnny.gov October 22' 2025 PLANNING BOARD OFFICE "! TOWN OF SOUTHOLD 0 CT 2 2025 Ms. Patricia C. Moore, Esq. ,,;or1 ,,,,nnY4Yend 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, —BYA OXN C�YYl l q%s Brian A. Cummings Senior. Planner cc: Michael Verity, Chief Building Inspector Sean Magnuson, Owner �ot�fwlq�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT r Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only \of L �I PERMIT NO. Building Inspector: APR 1 4 2021 Applrcatrons and forms must beIled out,tn therrtientrrety Incomplete applrcatlons Will:not be accepted`Where the Applicant is not the owner,an _ Owner's Atithoriaation form(Page 2)shall becompleted F {rt r,`#,•� r j *.5.:i ,.a ' r::r �v.v� o-- H t1r'�#? " rh^,�; .. Date:4/12/21 OWNER(Sj OF PROPERTY UNIT# Name:HNF RESORTS INC. SCTM#1000-40.-3-5 Physical Address:690 QUEEN STREET, GREENPORT,_NY 11944r Phone#:631-477-0022 Email:INFO ELIKAMPGROUND.COM Mailing Address:690 QUEEN STREE FM NY 19944 .....w.u,._......._..__ CONTACT PERSON c Wr j . F Name:SEAN MAGNUSON Mailing Address:SAME AS ABOVE Phone#:631-953-3899 Email: DESIGN PROFESSIONAL INFORMATION ' " s k Name:CONDON ENGINEERING Mailing Address:1755 SIGSBEE RD.MATTITUCK, NY Phone#:631-298 1986 EmaiI:CONDONENG@OPTONLINE NET CONTRACTOR IN R FO 10 MAT NAY 1 Name:SEE ATTACHED Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION TWO BEDROOM CABIN ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ _ �._.... .._._.. ..0_ -....�...:.._.,v.: [Will the lot be re-graded? ®Yes ONO Will excess fill be removed from premises? ❑Yes ®No 1 _ � s � 4' PRORERTY'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-R this property? MYes ❑No IF YES, PROVIDE A COPY. Check Box,4ftbi Reading The owner/contractor/design professional�s responsiblefor all drainage arid`storm water issues as provided by Chapter 236 of the lding Permit pursuant to the Building Zone Ordinance of the Town of Soutiioid,Suffolk,County,New York and other applicable Laws,Ordmar4ces or Regulations;for the construction of buiidings, addltions,alterations;or for';remoyal or tleMalttion'as herein described the applicant agtees to comply with allpphcable taw;ortlinantess budding code,;' housing code and reg'ulations'and to admit authoiizetl inspectors on premises'and in bulldmg(s)far necessary inspections False_statements made herein are pumshable'as a Cl misdemeanor pursuant to Section 230 45 ofthe New York State Penal assA Law: Application Submitted By Z(pria7m!e),: @Authorized Agent ❑Owner Signature of Applicant: Date: J/�J CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York No.01 BU6185050 SS: Qualified in Suffolk County , r COUNTY OF ) Commission Expires April 14,2� uao being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing ntract)above 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 , 31-4 day of A 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I� SEAN MAGNUSON residing at 825 QUEEN STREET, GREENPORT, NY EILEEN WINGATE, QUIET MAN STUDIO do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. C" 4/13/2021 Own is Sign SPODate SE MAG USON Print Owner's Name 2 BOARD MEMBERS OF SOUL Southold Town Hall Leslie Kanes Weisman,Chairperson. �� y� 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes G Town Annex/First Floor, Robert Lehnert,Jr_ �� • �O 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 httpJ/southoldtowimy.gov R E C E 118 . ZONING.BOARD OF`A:PPEALS` TOWN OF SOUTHOLD . Tel.(631)765�1809•Fax(631)765-9064 A 2 5.Zd2Q a.. Sou own Clerk FINDINGS,DELIBERATIONS AND DETERN(NATION MEETING OF AUGUST 20,2020. ZBA FILE No.: 73 84SE. NAME OF APPLICANT: IM Resorts Inc PROPERTY LOCATION: 690 Queen Street,Greenport,NY SCTM No. 1000-40-3-5 SEORA DETERMINATION: The Southold Town Zoning Board of Appeals declared Lead Agency status for the SEQRA review of the.special exception application and an uncoordinated review was conducted. It was determined that;this is an Unlisted Action pursuant.to State Environmental.Quality Review Act(SEQRA)6 NYCRR,dart 617, as it does not meet any of the thresholds of a Type.1 Action;. not does'it meef any of the criteria on the Type II list of actions and that fbe Southold Town Zon.ing Board of Appeals,pursuant to SEQRA,hereby made a determination of non significance for the proposed action . and grants a Negative Declaration. SUFFOLK,COUNTY ADMINISTRATIVE CODE: This application was referred,as required.under the Suffolk County Administrative Code Sections A.14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 24, 2020 stating that this application is considered a matter for. local determination as there appears to be no significant county-wide or inter:community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this.application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. TOWN OF SOUTHOLD PLANNING BOARD: The Planning Board offered comments on this application in their June'24, 2020 memorandum. The Planning Board generally has no objection to the Special Exception and cabin size due to the fact that the existing site and.use thereof received Special Exception approval in 1976 and Site Plan approval in 1976 and 2005. The Planning Board currently has not endorsed a Site Plan for this proposal and reserves the right to make any necessary changes to the Site Plan after reviewing all proposals thoroughly. PROPERTY FACTS)DESCRIPTION: Subject property consists of 23.61 acres located in the Resort. Residential (RR)Zoning District. The property is a campground with both mobile&tent sites currently available. The property is improved with an office/bathroom facility, sites for mobile homes, and tent camping sites. BASIS OF APPLICATION: Request for Special Exception per Code Section 280-35B(5) and Town Code Article 1, Section 253-1, the applicant is requesting permission to alter the existing Tourist and Page 2,August 20,2020 ##7384SE;HNF Resorts,Inc. SCTM No. 1000-40-3-5 Trailer campground by removing twenty(20)tent sites.and constructing twenty(20)seasonal cottage`s,'as well as variances for twenty(20) cottages measuring 504 sf where the code only allows cottages to measure a maximum of 450 SF in size; located at:64500 County Rd 48, Greenport,SCTM# 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. fL. In addition, a 600 sq. ft. pavilion with an . exterior deck will also be constructed. ADDITIONAL INFORMATION: The proposed 20 cottage sites are a reduction of the currently 33 existing tent.sites. There are certificates of occupancy for all of the existing campground buildings ingrowid swimming-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. SPECUL.EkOUTION: FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of.Appeals.held a public hearing on this application on August 6,2020.at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: The Board has reviewed the General Standards governing.Special Exception uses set forth in Section 280- 142 and finds: A. That the use will not prevent.the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. The subject property has legally existed as a tourist camp since 1976 without adverse impacts B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is Iocated or of permitted or legally established uses in adjacent use districts.No new uses are beingproposed in,this application C. That the safety, the health, the welfare,the comfort,the convenience or the order of the town will not be adversely affected by the proposed use and its location. The proposed cabins will meet all county sanitary regulations and will be serviced by Suffolk County Water and Greenport Village Sewer System. The site is readily accessible to fire and police protection. ---- --- ----D That the-use-will be-in harmony-with-and-promote-the-gener-al-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 Moore's Woods. F. That all proposed structures, equipment and material shall.be readily accessible.for fire and police protection.The existing unimproved road will be widened for better fire and police access and the . campground has its own fire emergency plan and fire truck on site G. That the proposal shall comply with the requirements of Chapter.236,Stormwater Management In making such determination,consideration was also given to: A. The character of the existing and probable development of uses in the.district and the peculiar suitability of:such district for the location of any of such permitted uses. B. The conservation of property values and the encouragement of the most appropriate uses of land. C. The effect that the location of the proposed use and the location that entrances and exits may have upon the creation or undue increase of vehicular.traffic congestion on public streets,highways or sidewalks to assure the public safety. D. The availability of adequate and proper public or private water supply and facilities for the treatment;removal or-discharge of sewage,refuse or other effluent.(whether liquid, solid,gaseous or`otherwise)`that may be caused or created by,or as a result of the'. E. Whether the use-or the materials-incidental thereto or produced thereby may.give.off obnoxious gases,odors,smoke or soot. F. Whether the use will cause disturbing emissions of electrical discharges,dust,light, vibration or noise. G. Whether the operation in pursuance of the use will cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, if existing or if proposed by the-Town or by other competent governmental agencies. H. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles. incidental to the use and whether such space is reasonably adequate and appropriate and can be furnished by the owner of the plot sought to be used within or adjacent to the plot wherein the use shall be located. I. Whether a hazard to 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. I Whether the use or the structures to be used therefor will cause an overcrowding of land or undue concentration of population. K. Whether the plot area is sufficient, appropriate and adequate for the use and the reasonably anticipated operation and expansion thereof. L. Whether the use to be operated is unreasonably near to a church,school,theater, recreational area or other place of public assembly. ---- - M—W-he-thor-the-site_of-the-proposed-us e-is-particularly-suitable-for-such-use.----- -------N. Whether adequate buffer yards and screening can and will be provided to protect adjacent properties and land uses from possible detrimental impacts of the proposed use. Page 4,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 100040-3-5 O. Whether adequate provision can and will be made for the collection and disposal of stormwater runoff, sewage, refuse and other liquid, solid or gaseous waste which the proposed use will generate. P. Whether the natural characteristics of the-site.are such that the proposed use.may be introduced there without undue disturbance or disruption of important natural.features, . systems or processes and-without risk of pollution to groundwater'and surface waters on and off the site. AREA VARIANCE: FINDINGS OF 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 oft he 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 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The area where the proposed cabins are to be located is already cleared for tent camping sites with parking. Due to the size of the property, and it being adjacent to Moore's Woods,there will be no;detrimental effect to the surrounding neighborhood. 2. Town Law&267-b(3)(b)(2Z The benefit sought by'the applicant cannot be achieved.by some method, feasible for the applicant to Our 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 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and-conditions set by this board. 5. Town Law§267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after.the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the-applicant to enjoy the benefit of 20 seasonal rental cabins while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. Page 5,August 20,2020 #7384SE;BNF 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 wiII render this Special Exception Permit and variance relief null and void. NOTE. Violations of Conditions. A violation of any limitation or condition of a special exception approval or of any provision of this chapter applicable to a special exception. use shall constitute a violation of this chapter. The Zoning Board ofAppeals shall retain jurisdiction and shall have the right, after a public hearing to modify, suspend or revoke such approval or any term or condition thereof or to impose-thereon one or more new conditions,pursuant to Article XXv Section 280-141.of the Town Code. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey.cited above, such as.alterations, extensions, or.demolitions,:.are not authorized under this. application when involving nonconformities.under the.zoning code. This.action.does not authorize or, condone any current.or future,use, setback or other feature of the.subject property that.may violate the Zoning Code, other than such uses, setbacks andothe"'r 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 aree 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 has not been fled with the Suffolk County Clerk,within three (3)years from the date such.variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1) year terms. Vote of the Board: Ayes:Members Weisman(Chairperson)Acampora,Dantes,Lehnert,and Planamento (5-0). L Leslie Kanes Weisma Chairperson Approved for filing /�1/2020 p BOARD MEMBERS S j Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road •P.O. Box 1179 Patricia Acampora [ Southold,NY 1 1 97 1-0959 Eric Dantes G Office Location: Robert ter. • �Q Town Annex/First Floor, Nicholas lan Plan'a ,Jr. Oly 54375 Main Road(at Youngs Avenue) mento e0t NV,� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD (` May 19, 2021 r.._. c„• G n`1�!.4� c�, Tel.(631)765-1809•Fax(631)765-9064 i Eileen Wingate Quite Man Studio MAY 2 0 2021 2805-West Mill Road . Mattituck;NY 11952 TC DEP .. T�.j,�is.- RE: ,Request for pe.1VlYntmus Deten ination , Appeal, o 7384SE,HN)C Resorts, Inc:. 69.60 aeen Street,Greetiport - SCTM No. 1.000-40-3-5 Dear Ms. Wingate; I am in receipt of-your correspondence, dated 1VIay,.,11,.2021,requesting a de tnininius detdrminitlOn in t&. above referenced Zoning Board of Appeals: pectal EXception Permit'ani Area Variancir decision In-your letter,you request'a de mtntinUs approval for a Special Exception aiid Area Varian&&.:to-const ...t 0. seasonal use cabins which exceed the maximum:square feet in.area iri accordance yvtthahe Towi:Cade,upon . an existing.campgroutid. You explain that upon iecommeridation of the Town's:Planning Board,that.the. revised-srte plan dep7cts.a re location of the cabtns in order to.preserve as many,,:txees as possible; and that tl;:e number of eabms have been reduced to 19. Furthermore,you stated that the cabm:re locattons ieet.all zoning requirements pur-suahi :to Cixaptet'253 of the Town Code; Based upon the information provided,I have determined that your request is de tninimus in nature Because . the changes do not increase the de, of non-confortnity,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.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 nes Weisman Chairperson cc: Michael Verity, Chief Building Inspector Heather Lanza, Planning Director , y OFFICE LOCATION: ��rz^ :, MAILING ADDRESS: Town Hall Annex V s �r " I' 54375 State Route 25 , f� Southold,�o[JY 71971 (cor.Main Rd. &Youngs Aye) � Southold,NY '1 'k t Telephoner 631 765-1938 www.southoldtownny..gov W. • .. f 1 �. .COU� 1• M)t y,h .. "t PLANNING BOARD OFFICE TONVN,OF SOUTHOLD,., . October 6, 2020 y Ms. Eileen Wingate 280.5 West Mill.Road Mattituck,, NY 119521 . Re: Site Plan Approval: Eastern Long Island Kampground Cabins 64500 CR.48, Gree'npart: 9CTM#1000-40.-3-5 Dear Ms. Wingate: The following resolutions were-adopted-at-.a meeting ofthe:Southold Town Planning Board on October'.5, 2`020: WHEREAS, this amended site plan is to replace 33 existing tent sites with the proposed construction of 20.season al cabins at 504.sq;ft. each and a 600 sq.,ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District,:Greenport; and WHEREAS, on December-20, 2019 and January.9, 202.0, Eileen Wingate, authorized agent, submitted an Amended Site.-Plan-Application for review-.and WHEREAS, on February 5, 2020 and February 7, 2020, Eileen Wingate, authorized agent, isubmitted an.Amended Site Plan Application fee and other information for review; and WHEREAS, on February 10', 2020, the Southold Town.P.lannin.g Board 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 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any.of the thresholds of a Type I Action, nor does it meet any of the criteria on the,Type 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 i S wcon onengmeen UGZ ww. 7 aS�ru {rf '#y� +.f f l NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 5t3,lVY��nyk,50�rc"{e�ioai9 Siosy�rou�,�3'v'Ai990 www.dec,ny.gov Pocember 12, 2019 Eastern.Long,:Island KCampground' RE; Delineation of a portion of the wetlands adjacent to your property.Eastern Long . Jstand XanWrounds(SCTM#1000-40-3-5) Dear Mr. Magnuson, The C?epartrnent.of�Environmental Conservation implements Article: 4;which is the:' Fresh Water Wetland.Act: Under.Article 24,the Departh ent has JuNsdictibn over all regulated.fceshwaterwellands and 100 feet.landward of those wettannds Many activities .y a � r w regi � fif potift ti pear T 'eonductirig::fhese act�v tes Ott out the beltefit ofi a fry#hIs Delaartment is a violation of Arttcle.2 of the EnVrorimealonsrvatton Law (ECL andNYCFtIrt tt (the.regulattons.:prom ulgated finder Article:24) Acvitlea greater tliaa� 10A fee# from ,8tate:regulated freshwater Wetlands would not require an Article 74 Y- ertnJ#.fromfs.;Dear#rndn#.: ..j,, ' ".a 'fr - tuf� .]1l ii147 � a ' ' • .,. . for the purposes of delin tion.the wetland-boundary for a,propased project-in the southeast comer of-the property:The management of the facility is proposing to construct a number of cabins within the wooded,portion of the lot; around an existing cleared trail, all in the southeast corner of the property. Staff investigated the wetlands to the east,south nd west of tl a proposed project No other wetland 9n,or ad�aaent �- corner. -. . . -. To the.east of the project, staTfound the regulated freshwater wetlands.to ba greater than 200 feet from the property line. As such, staff did"not bother to place any flags to demxmarcate the boundary. ataedVr Catisaun2#an Tattoa soar ," taratedWe a 5n ad zf�etas�ts,ti tse: rnot+e' n=lit et a a c :°il we r a wa&M s ur: �s location than to the east of the project and staff placed seven flags along the wetland boundary. To the west and southwest of the project,.the wetland.moves away from the project hut there is a small pockdf6f wetland. Staff placed:2 fl6gs_at poeerts�nrher�that small. . pc�cet Wires.: A � wefian €e f' .p� c ;an f d.a .rc t 1 feil< i die ::.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. ..: .ems:a� Vic. a .`.. n . ee° -jai : =. ,:; Again;ac#rvrt es greater than BOO feet from regulated wetWids do.'not require Article 24:perm�11%from:this Department.. The.wetlands come closest to.the.project.in the southwestern portion of the protect and.may came_clr�se.fo 100 feet from the Prop. line Y. ahould have o�€tlfo end€I�gs surveyed and Alai o a site tan for the 1?ro�e4"l to 6 -fit rn the distances estrrnated rn the field, For the $mall 00IP W46pePPS ll and Therefore any regulated activity would ba even farther from the wetland Qn any site flan forthaetprolet.yo . . Gradipg,pnG dflaingpnh shautd,sowaLrn Disturbance Una hatis a work line, in that no wok-oany kind would takepl ace. . yond t tMi le W IWe4etrom ali of.the wetland flags You would: not need an Article 24 permit f rnlhis .aepartrnent. Sincerel Dan t_ewis C S�FFO ; anall ILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 2023EC 1 1 To Annex - 54375 Main Road - PO Box 1179 ^� Southold, New York 11971-0959 o� o Cr911 Departm, jelephone (631) 765-1802 - FAX (631) 765-9502 Oven If;�cjutf_ja'mesha-southoldtownny.gov — seanda-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: 11-Dec 2023 Company Name: Woodhollow Contracting, Corp Electrician's Name: Nicholas Gasparo License No.: ME-60139 Elec. email: cshcherbelis@woodhollowdesigns.com Elec. Phone No: 516-827-5916 01 request an email copy of Certificate of Compliance Elec. Address.: 103 School St Lindenshurst NY 11757 JOB SITE INFORMATION (All Information Required) �f Name: HNF Resorts LI /Eastern Long Island Kampground (n ✓ Address: 64500 County Rd 48 Greenport, NY 11944 Cross Street: Phone No.:---------, --,- -- - -- - -- Bldg.Permit#: 3 email: sean@magnuson.one Tax Map District: 1000 Section: Block: 3 Lot: s 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? MY N Additional Information: PAYMENT DUE WITH APPLICATION 41161 ay Pad $150 P 16?l� I PERMIT# (1 -7 3 AddreSS: HNF Resorts LI LLC Eastern Long Island Kampground SWltches 64500 CR 48 /690 Queen St Greenport, NY 11944 Outlets 3 1 Tax Map ID: 1000-40-03-05 -:GFft ..Surface Sconces -HH'S p ;j U'C Lts 0 FndRe HW 1-00 ::.Fans = 1111m Fr. ® Wp Pend F P.ump ,Exhaust I Oven D Sump 0 Heater Trr#fhr Smokes `-OW Generator 0 Sait-Gen. :Carbon ® 1.;Micro I GrbDis 0 Water=Bond ` 'Lights Heat jwi1litr- Pucks 0 ERV Z) Inst Hot 0 `DeHum 0 Transfer 6 ;Disc Combo C®okto►p 0 M'inisplit i-lqor-rr Blower 1U AC (9 ..AH 0 :'Hood 0 Blower 0 Service D ,`Amps .Have Used Sub /00 'Amp `.Have Used Comnfletl$s AUG 1-1 2 ��. Town ofscu-�hojd tom° PROPOSED 2"0 ATER MAIN u n SAFE-T-COVER PR70POSED4"0 WATER MAIN O N � - ( -- ----- rn I ECK :.:1'':-`•,t.: DECK 0D N W ^; v I DECK _ f;..:.,::r { 128 #19 Z _— _ —= — Lai DECK #1 6 DECK { " ES DECK x 1 #3r� DECK --- - ---- ZLtx / Vt 10 l -.. -' ..i '. oQ` Ya ;,.r. may. �'r" .�� '' e�\�. M1 .`L "c'• _— — ;�' ::rat - - _ .. r y #5 rz #:4 7 e. ` 1 . ' s Z�.,`�:x"`�•x-.., ' � 4j,�.,' ' _�•'::"'.:.� �• \\ 1 �a DECK X5 - . : VILLAGE OF 9 / h \ _ -r: GR'EE=NPORT \—/ .toss / .Q _:..♦ 1 m #$. \ ':. .. ._.r.. \ `, VACANT LAND J. 15 . \ (SAS / , / \.. -�. , tip , .7'.�..• ..,... 2 a � \-,::.•••.= .,ELT.. .�.. - \ \ - - � �� A A\ \\ � •uss.�rnvaro..nm�,�a�s.saa,a.�®a `, / e.ra ea:.a.wea.aomez...m.mr mr+.n�.gq.ewa.o maay ROP \ \ \ #9 ..Mws>v.as".Rs.b.y s..b roo .M+.to wasu.v�eormumc.em�oer weamKmYm•sa.a tmwap ti xPsOSED4"g(,yA \ \ � J A4AlN� \ = Scale: t"=20•-0" N Condon Engineering, P.C. Eastern Lon Islan 4WH mac Drawn by:JJC 1755 Sigsbee Road "x Camp Grounds SP I p Mattituck,New York 11952 00 p O G 0 Date:3-13-2021 (631)298-1986 69 Queen Street 13. RESORT RESIDENTIAL(RR)ZONE 14. THE SITE IS SERVICED BY THE GREENPORT SEWER DISTRICT,GREENPORT ELECTRIC AND SUFFOLK COUNTY WATER AUTHORITY_ Line(s) M—UST Be Inspected By The .Sulk County Dept. Of Health ServiceS. .Call 852-5754, 48 Hours In Advance TO Schedule Inspec•.tion(s), ENGINEER'$ CERTIFICATION REQUIRED. SUBMIT P.E.OR R.A. CERTIFICATION F"OR INSTALLATION AND CONSTRUCTION OF rr ect „ FOR FINAL APPROVAL. stale.,, e-, S-. R -APR 0.2 2021 E co P 0Ca A •" , '�� o 12/2021 SCDHS COMMENTS ..E _� 3/15/2021;,CASIN:RE1lISI0NS O R,: � '� 10121/2020 SCDHS COMMENTS 8/2020. 'COMWAn 'w° < � J=- � � - 7/2?1202U�REV:BLDGS Z202 0SSCDHS. .CO CIO ci) CHSCOMMMMEEyNT co .t _5/2 /202 MMENTTSS6/8ti020 62 S c c o M REVISIONS. AU � . �.j �Y'SEP Co.O HEALTH DEPARTMENT APPROVAL STAMP r CL_ W 0 19 2 S.C.T.M.: DIST. 1.000 SEC.40 BLK. 03 LOT: 05 A��FfSS110 n on Engineering, P.C. EASTERN LONG ISLAND j KAMPGROUND 1755 Sigsbee Road 690 QUEEN STREET Mattituck, New York 11952 GREENPORT, NY 11944 OF (631)298-1986 (631)298-2651 fax www.condonengineering.com" OVERALL SANITARY PLAN SUBJECT PREMISES AIPY MAP SCALE 1"=600' Fna- SHEET 1 OF 2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS DATE 7/23/25 HS, Ref. No, C-20-0055 The seviage disposai and water supply facilities I'll at IN 'location have been inspected ar)dlo s I L r certified by fti is department or ooer agenc bs and found to be satisfactory /yj - kA JdIVATHAN PAL PE.,CHIEF OFFICE OF WASTEWATER MANAGEMENT COMcheck Software Version 4.1.5.1 Envelope Compliance Certific .Project Information s Energy Code: 90.1 (2046)'Standard Project Title: Eastem Cong lsland Campground-2 Bedroom Cabin kocation: Greeripoct New Yolk Climate Zone' Project Type: New Construction Vertical.Glazing/Wall Area: 10%: Performance Sim:Specs: EriergyPlus 151; 0094EPWs USA_CT,-Bridgeport-Siko.rsky.Mem:AP.725040 TMY3.epw) Constp.jgOgn.Site: Owner/Agefit` . : Designer/Contractor;: ;;b.9;0:Queen Street Ea dYCarrip''ground _ John J.Condon,;P;E:: Greenport,NY Condon Engineering,PC 1755'Sigsbee Road Mattituck,NY-11952 631-298-106' -Building Area Floor Area 1-Motel.:Residential 499 Envelope:Assemblies Assembly Gross,Area Cavity Cont. Proposed Budget:U- or R Value 1-Value U=Factor Factor(a) Perimeter Roof 1:Attic'Roof with Wood Joists;[Bldg::Use 1-Motel] •49.9 49:0 0.0 0.621 0,021 Floor 1:Wood-Framed,[Bldg..Use'1 Motel] 499 30.0 0.0 0.033 0.0$3 NORTH Exterior Wall 3:Wood-Framed,16".o.c:;[Bldg,Use 1-Motel] - 144 -21.0 0.0 0.062 .0:064- Window:6:Wood Frame:Operable;Perf.Specs.:Product ID CXW14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 4-Motel](b) Window 7:Wood Frame:Operable,Pert 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 SHGG 0:34,-VT 0:57.i..[Bldg_Use-4--Motel]:(b}_.. . . Window 4:Wood Frame:Operable,Perf.Specs.:Product ID CX14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](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 -Motet](b) Window 1 copy 2:Wood Frame:Operable,Perf.Specs.:Product ID 10 — — 0.260 0.310 CXW14,SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) Door 1:Wood,Swinging,[Bldg.Use 1-Motel] 2 — — 0.300 0.370 Project Title: Eastern Long.Island Campground-2 Bedroom Cabin Report date: .03/0521 Data filename: C:\Users\Owner\Favorites\ComChecks\2-Bedroom Cottage.cck Page 1 of 10 /r Assembly. Gross Area Cavity Cont. Proposed Budget U- �r or R-Value R-Value. U-Factor Factors.) Perimeter r _ f'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) i (a)Budget U-factors are used for softwara 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:'DesIgn:1% better than code Envelope Compliance Statement Y Compliance Statement: The proposed envelope.design;represented.in this document is consistentwith the.building plans, specifications,and other calculations sUbtnitteii 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 Title Date Project Title: Eastern Long Island Campground-2-Bedroom Cabin Report date: 03/05/21 Data filename: C:\Users\Owner\Favorites\ComChecks\2 Bedroom Cottage.cck Page 2 of 10 CABIN #7 Fire Sprinkler Reports for Eastern Long Island Campground 690 Queen Street Greenport,' New York �E OF NEyrY p�N C041 p�� w4� 84 APPROVED AS NOTED ssioeaF� DATE:-ZIB.R#_3!37,T� FEE BY: (;-J�7 I 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 January 31,2024 CODES AND APPLICABLE NFPA STANDARDS Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering Cabin#7 Maftituek,NY 11952 ;' Page 2 General Project Data Report General Data Project Title: Cabin#7 Project File Name: Cabin 7..fiw Designed By: John Condon Date: January 31, 2024 Code Reference: NFPA 13 R Approving Agency: . LOCAL JURISDICTION Client Name: Eastern Long Island Campground Phone: Address: 690 Queen Street City, State Zip Code: Greenport, New York Company Name: Condon Engineering, P.C. Representative: John Condon Company Address: 1755 Sigsbee Road City And State: Mattituck, New York Phone: 631-298-1986 Building Name: Cabin#7 Building Owner: Contact at Building: Phone at Building: Address Of Building: 690 Queen Street City, State Zip Code: Greenport, New York Project Data Description Of Hazard: Light Hazard Sprinkler System Type: Wet Design Area Of Water Application: 144 ft2 Maximum Area Per Sprinkler: 144 ft2 Default Sprinkler K-Factor: 5.60 K Default Pipe Material: SCHED 40 STEEL BLK Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Reliable Model: G5-56 Size: 1/2 Temperature Rating: 135 F NONE Water Supply Test Data Source Of Information: SCWA Test Hydrant ID: 825134000 Date Of Test: 1-11-2021 Hydrant Elevation: 0 ft Static Pressure: 66.00 psi Test Flow Rate: 1503.00 gpm Test Residual Pressure: 52.00 psi Calculated System Flow Rate: 91.70 gpm Calculated Inflow Residual Pressure: 54.74 psi Available Residual Pressure At 65.92 psi System Flow: Calculation.Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.09 gpm/ft2 Maximum Water Velocity: 20.00 ft/s Maximum Frictional Loss/ 100 feet: 20.00 psi Number Of Active Nodes: 26 Number Of Active Pipes: 25 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 6 Number Of Inactive Sprinklers: 0 C:\...\Cabin 7.fiw Wednesday, January 31, 2024, 12:03 PM Fire-Fire Sprinkler Hydraulics Calculation Program , Elite Software Development,Inc. Condon Engineering F ' Cabin#7 Mattituck,NY 11952 F Page 3 Fire Sprinkler,input Data Node Input Data 5 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) 1 Sprinkler A 5.60 7.80 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 2 Sprinkler A 5.60 7.72 11.00 0.00 -- 0.000 0.0 ---- 0.0 0.00 3 Sprinkler A 5.60 7.70 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 4 Sprinkler A 5.60 7.46 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 5 Sprinkler A 5.60 7.03 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 6 Sprinkler A 5.60 7.00 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 7 No Discharge ---- N/A 8.11 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 8 No Discharge -- N/A 8.13 11.00 0.00 -- 0.000 0.0 -- 0.0 0.00 9 No Discharge ---- N/A 8.19 11.00 0.00 --- 0.000 0.0 --- 0.0 0.00 10 No Discharge ---- N/A 8.66 11.00 0.00 --- 0.000 0.0 --- 0.0 0.00 11 No Discharge --- N/A 8.50 11.00 0.00 --- 0.000 0.0 --- 0.0 0.00 12 No Discharge ---- N/A 9.14 11.00 0.00 ---- 0.000 0.0 0.0 0.00 13 No Discharge ---- N/A 16.68 -3.00 0.00 --- 0.000 0.0 --- 0.0 0.00 15 No Discharge --- NIA 22.89 -3.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 16 No Discharge --- N/A 21.34 3.00 0.00 -- 0.000 0.0 --- 0.0 0.00 17 No Discharge ---- N/A 27.35 3.00 0.00 - 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 7.fiw Wednesday, January 31, 2024, 12:03 PM Fire-Fire Sprinkler Hydraulics Calculation Program w Elite Software Development,Inc. Condon Engineering F�� Cabin#7. `3 Mattituck,NY 11952 %.+ t Page 4 Fire Sprinkler"Input Data Node Input Data (conVd) 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 R Fittings (ft) KFactor(K) 18 No Discharge --- N/A 31.50 -4.00 0.00 ---- 0,000 0.0 ---- 0.0 0.00 20 No Discharge ---- N/A 31.87 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 30 No Discharge --- N/A 32.38 -4,00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 31 No Discharge ---- N/A 33.67 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 32 No Discharge ---- N/A 34.08 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 33 No Discharge ---- N/A 38.18 -4.00 0.00 -- 0.000 0.0 --- 0.0 0.00 35 No Discharge ---- N/A 39.48 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 36 No Discharge --- N/A 45.69 -4.00 0.00 --- 0.000 0.0 --- 0.0 0.00 37 No Discharge ---- N/A 54.43 -4.00 0.00 -- 0.000 0.0 ---- 0.0 0.00 40 No Discharge ---- N/A 54.74 -4.00 0.00 -- 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 7.fiw Wednesday, January 31, 2024, 12:03 PM Fire m Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. i Condon Engineering, F'_ Cabin#7 Mattituck, NY 11952` - _. W f�.ie, '. Page 5, Fire Spriniklo Input Data . Pipe:Input Nominal Nominal Fitting Total CFactor Beg. End. Pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 1 11 SCHED 40 STEEL BLK 1.000 0 T 5.00 3.50 8.50 120 2 11 SCHED 40 STEEL BLK 1.000 0 T 6.00 3.50 9.50 120 3 9 SCHED 40 STEEL BLK 1.000 0 T 2.50 3.50 6.00 120 4 8 SCHED 40 STEEL BLK 1.000 0 T 5.00 3.50 8.50 120 5 7 SCHED 40 STEEL BLK 1.000 0 ET 9.50 4.90 14.40 120 6 7 SCHED 40 STEEL BLK 1.000 0 ET 10.00 4.90 14.90 120 7 8 SCHED 40 STEEL BLK 2.000 0 1.50 0.00 1.50 120 8 9 SCHED 40 STEEL BLK 2.000 0 3.00 0.00 3.00 120 9 10 SCHED 40 STEEL BLK 2.000 0 T 5.50 7.10 12.60 120 11 10 SCHED 40 STEEL BLK 2.000 0 T 7.50 7.10 14.60 120 10 12 SCHED 40 STEEL BLK 2.000 0 E 2.50 3.50 6.00 120 12 13 SCHED 40 STEEL BLK 2.000 0 E 15.00' 3.50 18.50 120 13 15 SCHED 40 STEEL BLK 2.500 0 E2T 163.00 21.20 184.20 120 15 16 SCHED 40 STEEL BLK 2.000 0 2E 6.00 7.00 13.00 120 16 17 Backflo Prev 6.000 - Loss 17 18 SCHED 40 STEEL BLK 2.000 0 2E 7.00 7.00 14.00 120 18 20 SCHED 40 STEEL BLK 2.500 0 T 2.50 8.50 11.00 120 20 30 SCHED 40 STEEL BLK 4.000 0 165.00 0.00 165.00 120 30 31 SCHED 40 STEEL BLK 4.000 0 EL 400.00 11.30 411.30 120 31 32 SCHED 40 STEEL BLK 4.000 0 T 120.00 14.20 134:20 120 32 33 SCHED 40 STEEL BLK 3.000 0 2LT 332.00 17.70 349.70 120 33 35 SCHED 40 STEEL BLK 3.000 0 111.00 0.00 111.00 120 35 36 Backflo Prev 6.200 Loss 36 37 SCHED 40 STEEL BLK 2.000 0 2L 105.00 4.20 109.20 120 37 40 SCHED 40 STEEL BLK 6.000 0 T 712.00 21.40 733.40 120 CA...\Cabin 7.fiw Wednesday, January 31, 2024, 12:03 PM Fire Fire Sprinkler Hydraulics Calculation.Program r Elite Software Development,Inc. Condon Engineering rF ! `M Cabin#T Mattituck,NY 11952 silks, Page-6 Fire Sprinkler:Output:Data . Oueratl=Node.Groupings Output'_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 11 0 -15.64 15.64 0.00 0.00 7.80 2 11 0 -15.56 15.56 0.00 0.00 7.72 0.00011 3 9 0 -15.54 15.54 0.00 0.00 7.70 0.00012 4 8 0 -15.29 15.29 0.00 0.00 7.46 0.00010 5 7 0 -14.85 14.85 0.00 0.00 .7.03 0.00007 6 7 0 -14.82 14.82 0.00 0.00 7.00 0.00008 7 5 0 14.85 0.00 0.00 0.00 8.11 -0.00007 7 6 0 14.82 7 8 0 -29.67 8 4 0 15.29 0.00 0.00 0.00 8.13 0.00000 8 7 0 29.67 8 9 0 -44.96 9 3 0 15.54 0.00 0.00 0.00 8.19 0.00000 9 8 0 44.96 9 10 0 -60.50 10 9 b 60.50 0.00 0.00 0.00 8.66 0.00000 10 11 0 31.20 10 12 0 -91.70 11 1 0 15.64 0.00 0.00 0.00 8.50 0.00000 11 2 0 15.56 11 10 0 -31.20 12 10 0 91.70 0.00 0.00 0.00 9.14 0.00000 12 13 0 -91.70 13 12 0 91.70 0.00 0.00 0.00 16.68 0.00000 13 15 0 -91.70 15 13 0 91.70 0.00 0.00 0.00 22.89 0.00000 15 16 0 -91.70 16 15 0 91.70 0.00 0.00 0.00 21.34 -0.03947 16 17 0 -91.74 17 16 0 91.74 0.00 0.00 0.00 27.35 0.03947 17 18 0 -91.70 18 17 0 91.70 0.00 0.00 0.00 31.50 0.00000 18 20 0 -91.70 CA...\Cabin 7.fiw Wednesday, January 31, 2024, 12:03 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering Cabin#7 Mattituck,NY 11952 Page 7 Fire Sprinkler Output Data O;ueralf Node,Groupings O'utput Data.(conVd) Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure(psi) Node (gpm) 20 18 0 91.70 0.00 0.00 0.00 31.87 0.00000 20 30 0 -91.70 30 20 0 91.70 0.00 0.00 0.00 32.38 0.00000 30 31 0 -91.70 31 30 0 91.70 0.00 0.00 0.00 33.67 0.00000 31 32 0 -91.70 32 31 0 91.70 0.00 0.00 0.00 34.08 0.00000 32 33 0 -91.70 33 32 0 91.70 0.00 0.00 0.00 38.18 0.00000 33 35 .0 -91.70 35 33 0 91.70 0.00 0.00 0.00 39.48 -0.03947 35 36 0 -91.74 36 35 0 91.74 0.00 0.00 0.00 45.69 0.03947 36 37 0 -91.70 37 36 0 91.70 0.00 0.00 0.00 54.43 0.00000 37 40 0 -91.70 40 37- 0 91.70 0.00 0.00 -91.70 54.74 CA...\Cabin 7.fiw Wednesday, January 31, 2024, 12:03 PM Fire-Fire Sprinkler Hydraulics Calculation Program c. Elite Software Development,Inc. Condon Engineering ;�/'E3 Cabin#7 Mattituck, NY 11952 r,Au.'s - - Page 8 Fire Sprinkler Output,Data Overall Pipe Output Data Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi) Elevation Q WPM) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) WPM) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 5 5.60 11.00 14.85 7.03 1.00 14.85 6.07505 9.50 1.081 7 0.00 11.00 0.00 8.11 1.049 14.85 ET 4.90 0.000 SCHED 40 STEEL BLK 120 5.51 0 14.40 1.081 6 6.60 11.00 14.82 7.00 1.00 14.82 0.07473 10.00 1.113 7 0.00 11.00 0.00 8.11 1.049 14.82 ET 4.90 0.000 SCHED 40 STEEL BLK 120 5.50 0 14.90 1.113 4 5.60 11.00 15.29 7.46 1.00 15.29 0.07921 5.00 0.673 8 0.00 11.00 0.00 8.13 1.049 15.29 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.68 0 8.50 0.673 7 0.00 11.00 0.00 8.11 2.00 0.00 0.00993 1.50 0.015 8 0.00 11.00 0.00 8.13 2.067 29.67 ---- 0.00 0.000 SCHED 40 STEEL BLK 120 2.84 0 1.50 0.015 3 5.60 11.00 15.54 7.70 1.00 15.54 0.08165 2.50 0.490 9 0.00 11.00 0.00 8.19 1.049 15.54 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.77 0 6.00 0.490 8 0.00 11.00 0.00 8.13 2.00 0.00 0.02142 3.00 0.064 9 0.00 11.00 0.00 8.19 2.067 44.96 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 4.30 0 3.00 0.064 9 9.00 11.00 0.00 8.19 2.00 0.00 0.03710 5.50 0.468 10 0.00 11.00 0.00 8.66 2.067 60.50 T 7.10 0.000 SCHED 40 STEEL BLK 120 5.78 0 12,60 0.468 11 0.00 11.00 0.00 8.50 2.00 0.00 0.01090 7.50 0.159 10 0.00 11.00 0.00 8.66 2.067 31.20 T 7.10 0.000 SCHED 40 STEEL BLK 120 2.98 0 14.60 0.159 1 5.60 11.00 15.64 7.80 1.00 15.64 0.08259 5.00 0,702 11 0.00 11.00 0.00 8.50 1.049 15.64 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.81 0 8.50 0.702 2 5.60 11.00 15.56 7.72 1.00 15.56 0.08185 6.00 0.778 11 0.00 11.00 0.00 8.50 1.049 15.56 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.78 0 9.50 0.778 10 0.00 11.00 0.00 8.66 2.00 0.00 0.08010 2.50 0.481 12 0.00 11.00 0.00 9.14 2.067 91.70 E 3.50 0.000 SCHED 40 STEEL BLK 120 8.77 0 6.00 0.481 12 0.00 11.00 0.00 9.14 2.00 0.00 0.08010 15.00 1.482 13 0.00 -3.00 0.00 16.68 2.067 91.70 E 3.50 6.062 SCHED 40 STEEL BLK 120 8.77 0 18.50 7.544 CA...\Cabin 7.fiw Wednesday, January 31, 2024, 12:03 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. 1jyti, Condon Engineering fir_';ti Cabin#7 Mattituck, NY 11952 Page 9 Fire Sprinkler Output Data Overall Pipe Output Data, (cont'd). Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) WPM) (psi) C-Value Velocity Type-Gngs rp Tot-Len f) PT-(psi) 13 0.00 -3.00 0.00 16.68 2.50 0.00 0.03371 163.00 6.209 15 0.00 -3.00 0.00 22.89 2.469 91.70 E2T 21.20 0.000 SCHED 40 STEEL BLK 120 6.15 0 184.20 6.209 15 0.00 -3.00 0.00 22.89 2.00 0.00 0.08010 6.00 1.041 16 0.00 3.00 0.00 21.34 2.067 91.70 2E 7.00 -2.598 SCHED 40 STEEL BLK 120 8.77 0 13.00 -1.557 16 Backflo 3.00 21.34 91.74 Prev 17 6.00 psi 3.00 27.35 17 0.00 3.00 0.00 27.35 2.00 0.00 0.08010 7.00 1.121 18 0.00 -4.00 0.00 31.50 2.067 91.70 2E 7.00 3.031 SCHED 40 STEEL BLK 120 8.77 0 14.00 4.152 18 0.00 -4.00 0.00 31.50 2.50 0.00 0.03371 2.50 0,371 20 0.00 -4.00 0.00 31.87 2.469 91.70 T 8.50 0.000 SCHED 40 STEEL BLK 120 6.15 0 11.00 0.371 20 0.00 -4.00 0.00 31.87 4.00 0.00 0.00312 165.00 0.514 30 0.00 -4.00 0.00 32.38 4.026 91.70 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 2.31 0 165.00 0.514 30 0.00 -4.00 0.00 32.38 4.00 0.00 0.00312 400.00 1.282 31 0.00 -4.00 0.00 33.67 4.026 91.70 EL 11.30 0.000 SCHED 40 STEEL BLK 120 2.31 0 411.30 1.282 31 0.00 -4.00 0.00 33.67 4.00 0.00 0.00312 120.00 0.418 32 0.00 -4.00 0.00 34.08 4.026 91.70 T 14.20 0.000 SCHED 40 STEEL BLK 120 2.31 0 134.20 0.418 32 0.00 -4.00 0.00 34.08 3.00 0.00 0.01170 332.00 4.093 33 0.00 -4.00 0.00 38.18 3.068 91.70 2LT 17.70 0.000 SCHED 40 STEEL BLK 120 3.98 0 349.70 4.093 33 0.00 -4.00 0.00 38.18 3.00 0.00 0.01170 111.00 1.299 35 0.00 -4.00 0.00 39.48 3.068 91.70 ---- 0.00 0.000 SCHED 40 STEEL BLK 120 3.98 0 111.00 1.299 35 Backflo -4.00 39.48 91.74 Prev 36 6.20 psi -4.00 45.69 CA...\Cabin 7.fiw Wednesday, January 31, 2024, 12:03 PM Fire=Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering Cabin#T Mattituck,NY 11952 " Jle, Page 10- Fire Sprinkler Output Date ,{ [Overall Pipe Output Data (cont'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) 36 0.00 -4.00 0.00 45.69 2.00 0.00 0.08010 105.00 8.746 37 0.00 -4.00 0.00 54.43 2.067 91.70 2L 4.20 0.000 SCHED 40 STEEL BLK 120 8.77 0 109.20 8.746 37 0.00 -4.00 0.00 54.43 6.00 0.00 0.00042 712.00 0.311 40 0.00 -4.00 0.00 54.74 6.065 91.70 T 21.40 0.000 SCHED 40 STEEL BLK 120 1.02 0 733.40 0.311 CA...\Cabin 7.fiw Wednesday, January 31, 2024, 12:03 PM Fire-Fire Sprinkler Hydraulics Calculation Program i 4 Elite Software Development,Inc. Condon Engineering Cabin#7 Mattituck,NY"11952 f.. s, Page 11 Fire Sprinkler Output-Data Overall-Sprinkler Output Data Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure 2 Density Discharge Node No. Code KFactor(K) (feet) (psi) (ft) (gpmlft2) (gpm) 1 A 5.60 11.00 7.80 144.00 0.109 15.64 2 A 5.60 11.00 7.72 144.00 0.108 15.56 3 A 5.60 11.00 7.70 144.00 0.108 15.54 4 A 5.60 11.00 7.46 144.00 0.106 15.29 5 A 5.60 11.00 7.03 144.00 0.103 14.85 6 A 5.60 11.00 7.00 144.00 0.103 14.82 Sub Totals For Group A 864.00 0.106 91.70 Totals For All Groups 864.00 0.106 91.70 C:\...\Cabin 7.fiw Wednesday, January 31, 2024, 12:03 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering %� i Cabin#7 Mattituck, NY 11952 r :' 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: 0.637 gpm/ft2 Application Average Area Per Sprinkler: 24.00 ft2 Sprinkler Flow: 91.70 gpm Average Sprinkler Flow: 15.28 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity( In Pipe 10- 12) 8.77 ft/sec Maximum Velocity Pressure( In Pipe 10- 12) 0.52 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0094 psi Actual Average Nodal Pressure Imbalance: 0.0025 psi Actual Maximum Nodal Flow Imbalance: 0.0395 gpm Actual Average Nodal Flow Imbalance: 0.0061 gpm Overall Network Summary Number Of Unique Pipe Sections: 25 Number Of Flowing Sprinklers: 6 Pipe System Water Volume: 1761.23 gal Sprinkler Flow: 91':70 gpm Non-Sprinkler Flow. 0.00 gpm Minimum Required Residual Pressure At System Inflow 54.74 psi Node: Demand Flow At System Inflow Node: 91.70 gpm C:\...\Cabin 7.fiw Wednesday, January 31, 2024, 12:03 PM Fire=Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering Cabin#7 _ . Mat#ituck;NY 11952 r Page 13 Fire.Sprinkler Output Data �+ rtw'uloa..� x k a�' &y *xr 'k rt4✓ a > gza ye, �. ��`draunc��Slupply/DemanclGraphr 100 90 80 N 70 Q 60 � 52 CO) 50 2? r 42 IL 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: 54.74 psi Calculated Flow Rate: 91.70 gpm Excess Available Residual Pressure At Calculated Flow: 11.18 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 18.69 psi C:\...\Cabin 7.fiw Wednesday, January 31, 2024, 12:03 PM