Loading...
HomeMy WebLinkAbout49744-Z �o��OF SOUIyo`o Town of Southold \ * P.O. Box 1179 �0 53095 Main Rd uxr," Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46611 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. 49744 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 #11 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: '49744 09/09/2025 PLUMBERS CERTIFICATION: Jorge Naranjo 04/04/2025 A h riz d Signature l , ��oSUFFec,r v TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE'WORK AUTHORIZED) Permit#: 49744 Date: 9/20/2023 Permission is hereby granted to: HNF Resorts LI LLC PO BOX 89 Greenport, NY 11944 To: (cabin #11) legalize "as-builV seasonal cabin in existing campground as applied for per ZBA, Planning & SCHD approvals. Replaces BP 46358. 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 3/2112025. Fees: PERMIT RENEWAL $512.60 Total: $512.60 Building Inspector o�SUFFot,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY y;ps s 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#: 46358 Date: 6/4/2021 Permission is hereby granted to: HNF Resorts LI LLC 690 Queen St Greenport, NY 11944 To: (cabin #11) 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 B ' ding Inspector OF SO�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 ;Q �yCOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: HNF Resorts LI LLC Address: 64500 CR 48 City: Greenport St: NY Zip: 11944 Building Permit#: 49744 Section: 40 Block: 3 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Woodhollow Contr. License No: 60139ME SITE DETAILS Office Use Only Indoor r' Basement I- Service (— Solar Outdoor 1 st Floor 177 Pool F Spa F Renovation I— 2nd Floor r Hot Tub F Generator r Survey r Attic (✓ Garage rl Battery Storage INVENTORY Service 1 ph I— 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 100A A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe 1 Heat Detectors Disconnect Switches 8 4'LED Exit Fixtures Other Equipment: Minisplit, Fridge, 100A Panel Notes: Cabin 11 Inspector Signature: X Q Date: September 9,.2025 Sean D Electrical Inspector sean.devline-town.southold.ny.us 64500CR48Cabin11 Town Hail Annex a•1;.®, �.� x Telephone(631).765-1802 M75 Main Road o P..O.Box 1179 M: Southold,NY 11971-0959 h`• ' rrYcC ,. BUILDING DEPARTMENT TOWN OF SOUTHOLD APR 4 2025 ' . CERTIFICATION Date: 0 4- 0 9^ 2 O z 5 Building Permit No. . Owner: N �� '�e Soils _ L,L L (Please print) Plumber p d tA p lease print) rb I certify that the solder used in the water supply system contains less than 2/10 of I%lead. (Plumbe S _ ature) Sworn to before me this day of 20 Z =Expires ZO TORRES TATE OF NEW YORK o. 01 TO6231053 Notary Public,, County UFFOLK County pires 11/22/2026 1 hos�OP SOUTyolo q 1 t �( �V ►`-'� * # LD BUILDING y � TOWN OF SOUTHO DEPT. um, 631-765-1802 CaL&VI I INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]. FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ j AFIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ LECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ]. RENTAL REMARKS: DATE INSPECTOR OF SOGIyOIo � NOLIF TO �OUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ '] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ].' FIRE SAFETY INSPECTION j ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: DATE INSPECTOR \\pfS00Ty0� # # TOWN OF SOUTHOLD BUILDING DEPT.- o �0 631-765-1802 f I 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: DATE INSPECTOR �aOF SOUTyO # TOWN OF SOUTHOLD BUILDING DEPT. COW,� 631-765-1602 INS.PECT .10'N ' [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKIN.G [ ] FRAMING /STRAPPING [ FINAL - [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION. [ ] FIRE RESISTANT PENETRATION [ ]' ELECTRICAL (ROUGH) [ ]. ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM RKS- � � �ihnnc gvie / Ipa C.e- Pf . C i V'< via M4 kl(-� El 'o lv b DATE INSPECTOR ho��pF SOUTyO� # e Q TOWN OF SOUTHOLD BUILDING DEPT. co m, 631-765-1802 INSPECTION . , [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TIOWCAULKING [ ] FRAMING /STRAPPING _[ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ( ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR [ ] RENTAL REMARKS: C.,ftK Div In v161 f Y of Rio � r r ��4w�w its ME (g)60 It- INSPECTOR �x l�� pF 50UTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. "you 631-765-1802 1 NSPECTION [ ) FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. ( ] FOUNDATION.21SID [ ] �INATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] ' RENTAL REMARKS: DATE INS PECTOR ho��OF SOUT�O� # TOWN OF SOUTHOLD BUILDING DEPT. � s `y^ou 631-765-1802 INSPECTION . - FOUNDATION 1ST/REBAR [ ] ROUGH P G. [ ] FOUNDATION 2ND [ ] IN ATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ } FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] .CODE VIOLATION [ ] PRE C/O [ ] RENTAL 1 REMARKS: -AD U (Ts (A01AP-n- ® mov 7��4 - TE INSPECTOR � �YJ OF SO//TyO h� �O TOWN OF SOUTHOLD BUILDING DEPT. coutm, 631-765-1802 P Cs INSPECTIO N FOUNDATION 1ST/ REBAR ROUG G [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ -FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: k�_Zs4�& iw'Cli _ 4r4 I �,_, hV� S Q 1 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 condonengineering.com October 14, 2021 D u E OCT 19 2021 Mr. Mike Verity BUILDING DEPT. Chief'Building Inspector TOWN OF SOUTHOLD Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Eastern Long Island Camp Ground Cottage Footings-690 Queen Street, Greenpo Permit#s 46347, 46348, 46349, 46350, 46351, 46353, 46354, 46355, 46356, 46457 46358, 46359, 46360, 46361, 46362,46363, 46364, 46365, 46366, 46367 Dear Mr. Verity: I inspected the sono tubes footings on the property for the proposed cottagers and.found them - - - :---- ----to-be=instal led-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. A, S 3. c •j� . 0 051684 $� .. _;oRo fESS10N�' Condon En&eering9 P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condoneng ineeri ng.com _ V November 25, 2021 vt Mr. Mike Verity � 0141- Chief Building Inspector ®eta�� 53095 Route ua Southold t 25 �6uilding Department ���� P.O. Box 1179 c 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, MIA 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 r Town of Southold-Fire Marshal Town Hall Annex 54375 Main Road, P.O. Box 1179, Southold NY 11971 N } 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 Pgo ago LIC#019767 Condon Engineering, P C New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 K8ettituuk. New York i1B52 FmxG31'29O'2G51 oondonen0inmehng.nom November 27. 2O24 � O�� - � 9O�X \L�' |� [i "�" � �`�- ~~" K8c Mike Verity Chief Building Inspector Southold Town Building Department 53O95 Route 25 P.O. Box 1179 Goutho|d, New York 11971 Re: Eastern Long Island Camp Ground Cottage Footings-690 Queen Street, Greenport Dear Mr. Verity: | inspected the piunnbinQinthe Pavilion,and cottages#4,#5,#6,#7,#D,#8,#11,#12,#1O and#19. The piping was found to be installed as shown on the plans and to have no leakage. The installation was found to be installed as shown on the plans. To the best ofmy knowledge the plumbing was installed in accordance with building code standards. |f you have any questions, please call maot031-298-1S8O. Yours truly, OF ' 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 I January 31, 2025 ki F E B — 3 202.5 Mr. Mike Verity Chief Building Inspector Southold Town Building Department `t63095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Eastern Long Island Camp Ground Cottages-690 Queen Street, Greenport Dear Mr. Verity: I inspected the installed insulation at the site.The insulation in the Pavilion, and cottages#4, #5,#6,#7,#8,#9,#11,#12,#18 and#19 were found to be installed as shown on the plans. To the best of my knowledge the insulation was installed in accordance with building code standards. If you have any questions, please call me at 631-298-1986. Yours truly, OF NEyyr® C-����� J. 0�0* 051684 ���ESS10N��" A North Fork Cottages&RV Resort Job Name: �P Installing Company: Boss Systems XR150/XRS50 SERIES STANDBY BATTERY POWER CALCULATIONS Starulby Current k , t �v Alarm Cwrettt r.�e Y rM Total lnA �a Q$+ ,> n ....._ _ ittA r4x s ,:'>. TIPP XR1 S0/XR550 Series Control Panel 1 X 174 - 174 1 X 217 = 217 Relay.0utputsAe2(OM%, 3. 02y ,X. "30:_ Switching Grounds 3-6(ON) 0 X 5 = 0 0 X 5 = 0 Active Zones t 8 o, 4 X-i 16 :k:.. GA. 1, X Active Zones 9-10 0 X 4 - 0 0 X 30 = 0 2 Wire Smokes t, r 0 0-• J( i0.1 G- v .0, X 0.1. Y a 0 >. - Panel Bell Output(1500 mA max) 0 0 . Aux power devices on terminals 7'and,•71(Other thari,keypads andLXBus modules), 0':.. : X „ `, 0 1::> ,.'. -0 :•'X 0 •' _.,:, 2W-BLX,2WT-BLX Smoke Detectors 0 X 15 = 0 0 X 35 = 0 263LTE'CellularCoinmumcator c: .20:'' f>33 20. -1 :"X 20`Y. 20 ... . 263LTE-FN Cellular Communicator 0 X 6 - 0 0 X 7 - 0 277-8uaer'Module: t `. a XS 5` e 0 ,c} 5 0 h T ta + + \ 630F Remote Fire Command Center 0 X 63 - 0 0 X 92 - 0 7830f fire.Command Keypad ....' ;,- 7 . 0: X;; 84'• .., 0 `. 0 'X 408,`a.. . 0 :.. 708 Bus Extender 0 X 10 - 0 0 X 10 - 0 710 Bus SPlitter/Repeater Module ' t• 0 i-X 32. 0. E0 ,. X 32 - 0 .. 711 Zone Expansion Module 0 X 11 = 0 0 X 11 = 0 :;,:•Active Zone.(EOLlnstalled) t "„';. ;Y' '0 R' 1.6 0 0 •X�:. 2 - 0 _sc 711S Zone Expansion Module 0 X 4.2 - 0 0 X 4.7 = 0 7124Zone Expansion Module.,; :.. ,0 . X 77` _' 0' - 0`• X 17'1. 0 Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0 774Zone Expansion Module -:a..:. ,:: i'. ., x, .. 0 ' a X T ' p' ;0 :'X.,: 7` = p Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0 714-8,`714-16 Zone Expansion,:Module - :.;:. ,. -: : 0 ,• '•�X. ..;:20: 0 A:., 0..<: X 20....::.: - - 0 _ Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0 715,Zone,Expansion,Module „,. _ :• 0 X::.i 7, - 0 . 0 i`X 7 0'. Active Zones(EOL Installed) 0 X 4. - 0 0 X 30 - 0 "e 2-Wire Smokes .. :' -.. !.-i,• .0: ..:X, ,,0:1 -0-'-: ;'0 - :4.:X '`.0.7` 715-8,715-16 Zone Expansion Modules 0 X 20 - 0 0 X 20 = 0 Active Zones(EOL Installed 0 :X.:,'- 4; _ 0, ? ;0!,. X'.- 30, 0 2-Wire Smokes 0 X 0.1 = 0 0 X 0.1 = 0 7160utput Expansion—Module,, ., 0 X a-', , '13< 0- 0 "X 13 0 Active Form C Relays 0 X - 0 0 X 12 = 0 717GraphicAnnuncatorModule'=.._ _ mac.<,' t 'X. 10 0 . 0 X:;' 10'. .: 0: 0. _ . , Annunciator Outputs 0 X - 0 0 X 1 - 0 734 Wiegand Interface Module.; < +v 't'c;0 X. . 40.;:; :'0; :..� +.., 30,:, ... ,X ,; 60 0 �, Active Zones(EOL Installed) 0 - X 1.6 - 0 0 X 2 - 0 Annunciator(ON)... <. 0 X 0` 0 -;X 20"< `U . .,. Proximity Reader 0 X 200 - 0 0 X 200 - 0 736P.P,OPIT.Interface Module::..• ..t.,.'... 25,' -:'t 0.1 t` : �.,.'. `;::0. aX, U.'25... _.. Radionics Popex,Octopopit,Popits 0 X - 0 0 X - 0 736V V=PIex Module. ,1 s \. ";ll'.F ;X 45.,' =`a a "0 0.. :X 45:;` 0 .:,. 4 Active Zones 0 X - 0 0 X = 0 738A Adeinco Wireless Interface Module 0 X 75 - 0 0 X 75 - 0 738T Wireless Translator 0 X 50 0 0 X 50 = 0 730Zplus Z-Wave Interface Module 0 X 40 - 0 0 X 40 0 763 Wi-Fi Module i 0 X 31 = 0 0 X 31 = 0 860 Relay Output Module,one relay active 0 X 34 = 0 0 X 34 = 0 All four relays active 0 X - 138 = 0 0 X 138 = 0 865.Style,Y.or Z Notification Module- " : 0' ' X =:=;26'' 0 0 _ X ,85. _ 0, 866 Style W Notification Module 0 X 45 = 0 0 X 76 0 867 LX=Bus Style W Notification Module " ✓; `r 0 X :30 _ s ' 0 0 X 86 0 •,- a 869 Dual Style D Initiating Module 0 X 25 = 0 0 X 75 -. 0 893AD'ual Phone Line Moduli,. '•;. ,_.,i ::a,'` : .• ' r:;. ,0' :X': 0' 0 X 50 0.. , 1100X Wireless Receiver 0 X 25 = 0 0 X 35 = 0 1100XH,Wireless High f?owerReceiver, , `.0 7060/7160 Thinline/7060A Aqualite Keypad 0 X 72 = 0 0 X 87 0 706317163Thihline/7063AAqu8litz'Keypad: ,` ' `, pr X',i. 85ti: ;: p::r 0, y„X>" ;.tpD 7070/7170 Thinline/7070A Aqualite Keypad 0 X 72 = 0 0 X 87 = 0 Active Zones(EOL'Insialled)_ 0,• X Z 0 7073/7173 Thinline/7073A Aqualite Keypad 0 X 85 - 0 0 X 100 = 0 Active Zones(EOL Installed);' 0. X``,- +1.6 = 0 0 X 2 0.s. 7872 Graphic Touchscreen Keypad 0 X 145 = 0 0 X 215 = 0 Active.Zones(EOL Installed) 5 0 X. 1.6:. 0.,:. 0 X:,c':' :2` r D 7873 Graphic Touchscreen Keypad 0 X 143 = 0 0 X 243 = 0 Active Zome4(EOL InstalleB),. „y ; ; :'.':, i. .'0. X ;.1.6, D: 0-, X 72 -•x 8860 Graphic Touchscreen Keypad 0 X 300 = 0 0 X 350 - 0 ,AuxrPoweredDevices ; -` %, ": "i, 1 X,< p, p :x'.'. "300 300 ''7 :- >. Aux.Powered Devices 0 X - 0 0 X = 0 Auz Powered Devices :•..`• x 0 0 D X 0 Aux.Powered Devices 0 X - 0 0 X = 0 Aux.Powered Devices i ;0 X: 0, 0' <`. Aux.Powered Devices 0 X = 0 0 X = 0 -.Au) Powered Dev ces 0 X:" 0 Aux.Powered Devices - 0 X - 0 0 X = 0 Aux Powered Devices X^ 0 ,;. 0 X = 0, Based on 10%active zones in alarm -Total Standbyf.A 200d P-;,_Total AIaRn_rnA�'' oo - 539; Required Minimum Alarm Time in minutes d•' ' S Minutes X Total Alarm mA 539 = Total Required Alarm Current 44.917 mAh Total Standby mA 200.4 mA Number of standby flours needed -" 24 n Total number of standby mA hours = 4810 mAh ---red _..-,_... _ - Total required alarm current(rounded); ; f 45 Total number of mA hours = 4855 mAh Contingency factor + Total number of mAh = 5826 mAh .cortvertmAhto,Ar, r L.�.V �y-.�._. �-<--^-qr t^..."" .� � Y � is n ♦ ,„F` �� ^' BatteryAmphoursrequired d I r'`C r1 ar f _ For more information,refer to the Standby Battery Selection section of the XR150/XR550 Series Installation Guide(LT-1233). IN,spreadsheet calculator has not been evaluated by UL. XR)50 XPSu; Page 2 of 3 OFFICE LOCATION: fjf S a MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 ~ Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold,NY www.southoldtowuny.gov LE7 LI ,17 October 22, 2025 PLANNING BOARD OFFICE TOWN OF SOUTHOLD OCT 2 2,025 L°'j 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 a-r\ CWyk M vw�s Brian A. Cummings Senior Planner cc: Michael Verity, Chief Building Inspector Sean Magnuson, Owner TOWN OF SOUTHOLD—BUILDING DEPARTMENT Y= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Q�ol �oo� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownnygov Date Received APPLICATION FOR BUILDING PE IT • � i I or Office Use Only T NO. Building Inspector: PERMIT LQJ��U _ APR 1 4 2021 Applications and forms must be filled out`n their"entirety,klncomplete ,T„ ; ,>'•' �', applications will not be accepted ''Where"the Applicant'is;notthe owner+an Owner's Authorization form{Page Zl shall be completed �� , ' Date:4/12/21 OWNERS)OF PROPERTY UNIT#y r Name:HNF RESORTS INC. SCTM#1000-40.-3-5 Physical Address:690 QUEEN STREET, GREEN.PORT, NY 11944 Phone#:631-477-0022 Email:INFO ELIKAMPGROUND.COM Mailing Address:690 QUEEN STREET, GREENPORT,, NY 19944 C0NTACTxPERSON M A Name:SEAN MAGNUSON Mailing Address:SAME AS ABOVE Phone#:631-953-3899 Email: DESIGN PROFESSIONAL°INFORMATION Name:CONDON ENGINEERING Mailing Address:1755 SIGSBEE RD.MATTITUCK NY Phone# 631-298-1986 Email:CON DONENG@OPTONLINE NET CONTRACTOR INFORMATION � t � � t, �" Name:SEE ATTACHED Mailing Address: Phone#: Email: i f ,psi r _.._. : ' ONE, BEDROOM'CABIN DESCRIPTION OF�PROPOSED CONSTRUCTI ON ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: [--]other $ Will the lot be re-graded? I9Yes ❑No Will excess fill be removed from premises? ❑Yes ®No 1 ,r - _ z PROPERTY INFORMATION • =r 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 r.W... this property? ®Yes ONo IF YES, PROVIDE A COPY. • ' t f4 h t -'^h .y { .- V Check Box After Reading The owher%ontractor/tles�grrprof2ssional is responsible for ati drainage andstorm water issues_as provided by Chapter 236'of the Toiun Code APPLICATION 15 HEREBY MApf3 to the Budtlmg Department farthe issuance of a Building Permit pursuant to the Building Zone,.': Ordinance of the Town of SoutF oltl Suffolk,County,New Yorkand other applicable Caws,Ordinances or Regulations„for the'consteucao"n of buildings additions;alterations or for removal or demolitioiF as herein'described The applicant agrees to comply w►th:all applicable laws ordinances,bmlding code, housing code and regulations�n`d to.admit authorize- premises`and m liuildmg(s)for necessd` ry inspections Palse statements made herein'are ;punishable ai a.Class A misderneanonpursuantaoSection Z'10 4of the New York State'Penat Law Application Submitted By(print name): GjQ� @Authorized Agent ❑Owner Signature of Applicant Date: CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 Qualified in Suffolk County COUNTY OF ) Commission ExpiresAprll 14,2_� Ed6& U2X gJ-<_ being duly sworn,deposes and says that(s)he is the applicant (Name of individual)signing contra )above named, (S)he is the /1 l�1 (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 nb dav of Ae��Q 20a Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 1� SEAN MAGNUSON residing at 825 QUEEN STREET, GREENPORT, NY EILEEN WINGATE, QUIET MAN STUDIO do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. 4/13/2021 ne 's Signatur Date SEA AGN SON Print Owner's Name 2 FIELD INSPECTION REPORT DATE COMMENTS' FOUNDATION (IST) ------------------------------------ _ FOUNDATION(2ND) o^ z ROUGH FRAMING& . W PLUMBING 'c oc� N C� r INSULATION PER N.Y. STATE ENERGY CODE S � FINAL v ADDITIONAL COMMENTS AAA 1 la Zl. rt1 ri- 5 coo 0c IZ6 Z 41 l 244 14 i 2 - L4 ~�- OK YJ Ce-r4 4ct aV Ls&n (� I � a z 9�S � O d ro � y BOARD MEMBERS DF SOQr 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 Town Annex/First Floor, Robert Lehnert,Jr. Ol • . ._ �Q 54375 Main Road(at Youngs Avenue) Nicholas Planamento yC Southold,NY 11971 DUN[`l, http:J/southoldtownny gov EC�1� D ZONING BOARD!OF'APPEALS` � 3bQ TOWN OF SOUTHOLD ' AUG 2. Tel.(631)765-1809•Fax(631)765-9064 n 5 2020 Sout ld ToWn Clerk FINDINGS,DELIBERATIONS AND DETERAMATION MEETING OF AUGUST 209 2020 ZBA FILE No.:7384SE. NAME OF APPLICANT: MW Resorts Inc PROPERTY LOCATION: 690 Queen Street,Greenpor NY SCTM No. 1000-40-3-5 SERA DETERMINATION: The Southold Town Zoning Board of Appeals. declared Lead Agency status for.,the SEQRA review of the special exception application and an uncoordinated review was conducted. It was determined that;this is an Unlisted Action pursuant:to State Environmental.Quality. Review Act(SEQRA)6.NYCRR,3?att 617; as it does not meet any,of the thresholds of a Type.1 Action;, not does'it meet any of the criteria on the Type Il`list of actions ah that:the Southold Town Zoning Board of Appdali,pursuant to SEQRA,hereby made a determination of non signific' 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, 2026 memorandum. The Planning Board generally has no objection to the Special Exception and cabin size due to the fact that the existing site and.use thereof received Special Exception approval in 1976 and Site Plan approval in 1976 and 2005. The Planning Board currently has' . not endorsed a Site Plan for this proposal and reserves the right to make any necessary changes to the Site Plan after reviewing all proposals thoroughly. PROPERTY FACTS/DESCRIPTION: Subject property consists of 23.61 acres located in the Resort.. Residential.(RR)Zoning District. The property is a campground with both mobile&tent sites currently available. The property is improved with an office/bathroom facility, sites for mobile homes, and tent camping sites. BASIS OF APPLICATION: Request for Special Exception per Code Section 280-35B(5) and Town Code Article 1, Section 253-1, the applicant is requesting permission to alter the existing Tourist and Page 2,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 Trailer campground by removing twenty(20)tent sites and constructing twenty'(20)seasonal cottages; as.' well as variances for twenty(20) cottages measuring;5q4 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. $. with an exterior covered porch, where only 450 sq. ft. cabins are allowed. The cabin floor plans also depict a 90 sq.I 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 occupaney�for all of the-existing campground buildings & inground swimming:pool. The current site plan was-approved-in 20.06,.and:allows.for 63 seasonal RV sites, 90 short tern.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. is SPECIAL EXCEPTION FINDINGS OF FACTI REASONS FOR BOARD ACTION. The Zoning Board of Appeals held a public hearing.on this application on August 6,2020 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other!evidence,the Zoning Board finds the following facts to be true and relevant and makes the following flndings: The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280- 142 and finds: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. The subject property has legally existed as a tourist camp since 1976 without adverse impacts B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts.No new uses are being proposed in this application C. That the safety, the health, the welfare,the comfort, the convenience or the order of the town will not be adversely affected by the proposed use and its location. The proposed cabins will meet all county sanitary regulations and will be serviced by Suffolk County Water and Greenport Village Sewer System. The site is readily accessible to fire and police protection. ---- - -- -D—That-the-use-will-be-in-harmony-with-and-promote-the-gener-al-purposes-and-intent-ofthis---------------- - ----- chapter. The cabins will be in compliance with the Town's storm water management code Page 3,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 E. That the use will be compatible with its surroundings and with the character of the neighborhood and of the community.in general, particularly with regard to visibility, scale and overall appearance.. The property is screened from the road, and is adjacent to Moore's Woods. F. That all proposed structures, equipment and material shall.be readily accessible.for fire and police protection.The existing unimproved road will be xyidened 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.(whether liquid, solid;gaseous or.otherwise)that maybe caused or created by.or as a result of the use. E. Whether the use or the-materials incidental thereto:or produced thereby may.give:off obnoxious.gases; odors,smoke or soot.. F: Whether the use wi11 cause disturbing emissions of electrical discharges,dust,light, vibration ornoise. 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. — -- -- 1V1—Whether-the-site of-the-proposed-use-is-particularly-suitable-for-such-user--------- -- - --. - N. Whether adequate buffer yards and screening can and will be provided to protect adjacent properties and land uses from possible detrimental impacts of the proposed use. Page 4,August 20,2020 #7384SE,HNF Resorts,Inc. :SCTM No. 1000-40-3-5 O. Whether adequate provision can and will be.made for the collection and disposal of stormwater runoff, sewage, refuse and other liquid, solid or gaseous waste which the proposed use will.generate. P. Whether the natural characteristics of the site.are such that the proposed use may be introduced there without undue disturbance or disruption of important natural features, . systems or processes and without risk of pollution to groundwater-and surface waters.on and off the site. AREA VARIANCE: FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6,2020 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other'; evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: . 1. Town Law 6267-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. To Law'_&267-bQLb.)(2),% The benefit.sought by`the applicant.cannot be achieved.bysome 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 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. S. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after.the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law $267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of 20 seasonal rental cabins while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. Page 5,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member Weisman(Chairperson),and duly carried,to . GRANT, a Special Exception,as applied for,and GRANT.the variance as applied for,as shown on the Site Plan and Architectural Plans prepared by John J.Con'don,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 ofany provision of this chapter applicable to a special exception. use shall constitute a violation of thischaptei, The Zoning Board of-4ppeals shall retain jurisdiction and shall have the:right, after a-public hearing to mod6, suspend or revoke such approval or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article UX,, 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, .such as.alterations;ezIeYiiok or demolitions, .are not authorized under..this application when involving.nonconformtttes:under the:Toning code. This.action does not authorize or condone any current,or future.use,-setback or`other featu,re of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features.as are.expressly addressed in this action. In the event that this is an gpproval 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 has not been filedwith 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). y L Leslie Kafies'WeismaW'Chairperson Approved for filing g � /2020 BOARD MEMBERS S j Southold Town Hall Leslie Kihes Weisman,Chairperson �O. !� 53095 Main Road•P.O.Box 1179 Patricia Acampora Southold,NY 1 1 97 1-0959 Eric Dantes G Office Location: Robert Lehnert,Jr.. '`r • �O� Town Annex/First Floor, �l4 O 5.4375 Main Road(at Youngs Avenue) Nicholas Planamento CO(I � Southold;NY 11971 http://southoldtownny:gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD _' �' c' r ` May 19, 2021 3 � C: Tel.(631)765-1809•Fax(631)765-9064 Eileen Wingate Quite Man Studio MAY 2 0 2021 28:05 West:Nlill,Road,. . ' :Mattituck,.NY 11952 F 'I 'INC DEP ', T01. nt. r t.•� x ^ R& '.Request for!De Mm mus'Deterinination , Ap&A No 73849:E,'ANF Resorts,Inc: 690 Queen Street,Greeriport SCTM No. 1.00040-3-5 Dear Ms. Wingate; I am in receipt of.*. correspondence, dated May 11,2021, requesting:a de mini determination in,the, above referenced Zoning Board of Appeals Special exception Permit'and Area Variance 4ec7siori „ { -In-your letter;you requesta de minim s approval for a Special ixception and Area Variance ao:'caristirtict 20 seasonal use cabins which exceed the a it l>tm square feet in area in aecorclaricn yyith:the ToW Code,upon an existing:campground. You explain that upon recommendation ofthe Town's Planning Board,-thattFie. revised site plan depYcts re location of the cabiris.in oriier.to preserve as many trees as possible.,and that the . number of cabins have b:ecn r edu ced to 19 .Furthermore, you stated that the cabin re locati`ions ineet.all F zoning requirerr eni#s pursuant to Chaptei'253 of the Town Code; Based upon the information provided, I have determined that request is de ininiixius iii 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.stamped surveys/site plans depicting the aforementioned changes, } Contact our office if you have.any further questions or.concems. I will instruct the office to send a copy of this letter to the Building Department and the-Planning Department. A s Weisman Chairperson cc: Michael Verity, Chief Building Inspector Heather Lanza, Planning Director �d i .. y OFFICE LOCATION: r , MAILING ADDRESS: Town Hall Annex fd 'S ti; P:O.Box 1179 ` 54375 State Route 25 f Southold, NY 31971, (cor.Main Rd. &Youngs Ave.) , 1r Southold,NY �f�}` Telephone:631 765-1938 ww%v.soulholdtownny.gov 4 jm PLANNING BOARD OFFICE ,I :. ',TOWN-;OF SOUTHOLD.,•,�'• October 6, 2020 !' Ms. Eileen Wingate 2805 West Mill Road Mattituck,'NY 11952: Re: Site Plan Approval: Eastern Long Island Kampground Cabins 64500 CR 48, Greenport . 8CTM#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: y WHEREAS, this amended site plan is to replace 33 existing tent sites with the proposed construction of 20'seasonal cabins at 504:sq. ft, each and.a 600 sq.-ft. pavilion as part of I an existing campground on 23.32 acres,in the RR Zoning District,:Green,port; and WHEREAS, on December-20, 2019 and January.9, 2020, Eileen.Wingate, authorized 1 agent, submitted an Amended 5itef lan Application for review-...and WHEREAS, on February 5, 2020 and February 7, 2020, Eileen Wingate, authorized agent, submitted an-Amended Site Plan Application fee and other information for review; and WHEREAS, on February 10, 202b, the Southold Town.Planning 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'.II 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 www.con onengineen ___-- re Q �� f .......... I, £Ya t 4. •NEW-YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION s tcwys�em f `FieazK`f' WIVy'I8 St*ny k,5*dMJe'.R04 SWWtroo,,38 4tna www.dec,ny.gov Docern-ber 1:2,-2t310 Eastern.Long.island Kampground' Sea 'I ,. hhY 11,944 RE; Delineation of a portion of the wetlands adjacent to your property,.Eastern Long. JsJand(amWounds(SCE U#1006 3-5� Dear Mr. Magnuson, The 1epartment gf`-Environmental Conservation implements Artic16-24,which is the Fresh Water Wetland Act. Under Article 24;the Department has turisdfctton over all regulated freshwater wetlands and 100.feet.landward of those wetlands Man�y�activrties recce aetr€ . Conducting these actIvt as, w ou#tree benefit of a��fry this Department is a viialatioh of Arficle.24 of the .nv�ir+ontnental onserVation .L w (ECLj:.and 6NY: CFt) .Part the regulations,pramutgated finder Article:24) Ac 3orifilos greeter than 10©fbot from'NY:State regulated freshwater wetlands would not require an Artidle 74 sperm!#'froxp.fhls Ds ortrhent . : for the purposes of der Lion the wetland boundary for a,proposed prat in the southeast r,,mer 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 aqd vet pf tte proposed protect No,other.wetlandt orr or adjacent �npt 'a et � � Ir� . irgi ' corer. To the.east of'the project, stafffound 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 demarcate the boundary. „;;? 7SIYC3A�r�i�1i3Q2�dt�3 � �fttYtt4iti G'Q71lSi nown re� .t tetra' ' i } OM r,sae w sfcisea:its° location-than to the east of the project and staff placed seven flags along the wetland boundary. To the west and southwest of the project, the wetland moves away from the project; but there is a small-pocket-of wetland. Staff placed:2.flags.at the points where that small-. pQeli oes_Ir Ie e � ettan `fe r a ter ' .tRe Iff 6he W :. eal 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 bf the project in that location. Again;ac#rv�ties greater than 100 feet from regulated'w®Hands do nvt.require Aifldle' 24 permits froth;this Department:The wetlands come closest to;f he protect.in th' protect and may come close to lOQ feet from the pfopet r Hne You should.hat .ei1 of tl�e wetlaet flags su ue�ted and placed o a flan fncthe Q%teotto cohfrm the distances estirrtated h the field, Fbrthe mall ;' s tif estane € [ g `nua s 1 A y7 ` t0 . UY + lid and there#ore any rgulated actity would lie even farther from fihe vuetland, fin any site. plan for.the project you should s'toow a:Limit of Cleanng, Grading and Ground Disturbance IIne that is a.work line,. h that no.work of any ktnd would take place. . b�yand.ithat ine if t6 lute Es 1,40i feet�r great€r from a!! of he wetland flags}tau.�rGO. not need an Artrcle 24pennif from this Depaitnier t Sincere Dan Lewis a ECEowo �osuFl:® DEC 1 1 20Z3 B ILDING DEPARTMENT- Electrical Inspector ��O Gym TOWN OF SOUTHOLD C* and O� Town Hall Annex - 54375 Main Road - PO Box 1179 ti C�ar� ef Southold, New York 11971-0959 o . ra caf���,ut�a�dor Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(M-southoldtownny qov — seand(aD-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 911 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 Address: 64500 County Rd 48 Greenport, NY 11944 Cross Street: Phone No.: Bldg.Permit#: `l y_ email: sean@magnuson.one Tax Map District: 1000 Section: Block: 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 Is 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 `O c0.12kw ,a LC_0 94>,C JF/1B gfp DEC 1 ILDING DEPARTMENT- Electrical Inspector V41 _023 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Ca Southold, New York 11971-0959 ® 1, •`is LI:. t?,� Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(aD-southoldtownny.gov — seand(cb-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11-Dec 2023 Company Name: Woodhollow Contracting, Corp Electrician's Name: Nicholas Gasparo License No.: ME-60139 Elec. email: cshcherbelis@woodhollowdesigns.com Elec. Phone No: 516-827-5916 El I request an email copy of Certificate of Compliance Elec. Address.: 103 School St Lindenshurst NY 11757 JOB SITE INFORMATION (All Information Required) Name: HNF Resorts LI /Eastern Long Island Kampgr and Address: 64500 County Rd 48 Greenport, NY 11944 Cross Street: Phone No.: Bldg.Permit#: email: sean@magnuson.one Tax Map District: 1000 Section: Block: 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?: El YES ❑X NO Rough In Final Do you need a Temp Certificate?: F I 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 ReconnectOService Reconnect ElUnderground QOverhead # Underground Laterals 1 2 H Frame M Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION LO(0,01LI �� L PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TU B/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments PER.MIT# I q :A'ddFeSS: HNF Resorts LI LL C Eastern Long Island Kampground SUVLtC�tes 9 64500 CR 48/690 Queen St Greenport, NY 11944 nuties g ---CFI's Tax Map ID: 1000-40-03-05 Sconc6s 3 -H , OS ........... UC,Lts 0 Fridge HW 1 -0/0 N0101W9. ,,1P100L • Panel Pans 0 Mil ni.:Fr. 0 W/D. 0 -Punip 'Exhaust j Oven C) -'surrip 0 Heiiter IIJ14 T nsfffir Smokes 2- wDW, 0 Generator 0 1 Salt-.Gen. " ,' -Carbon :.Micro GrbDis 0 Water Bond...... lights 19 Heat Aiviyr ii ::Pucks 0 ERV j ,.-, Anst-Hot 0 ":DeHum 0 Transfer , H0VTUIWA 0 !§c Blower 0 1-OLtra,0'Combo 0 Co ' ktop 0 -Minisplit AIIA- AC 0 ,AH 0 .,Hddd 0 Blower ,.--S6mtce 60 Amps r�,Have Used Sub 00-Amps Have Used Comment$ AUG P s. PROPOSED 2"0 TER MAIN 5 of"r covER X 1..:•" :�'; ® -�S pWD PROPOSED 4"H WATER MAIN o #18 I I I I �I- 433 D O �T0 t3 `."I I #1 0 �j p #4 I 'j , O T INV / — ( -- ————— rn I EC/� :.:I':` it DECK ,3 D oN v J uty ei v I DECK _ 12.5 , rturA En x DECK122 zz MP. #16 DECK ES / P �. +,. . ,sa7.•:, awPSnE/2S DECK PAyILLION x \ zo wy-,--',,J' #3 , O - �� DECK —. A JAS 0. JIM JN ;.}�•.:' i� yLix to \ sQF \\ �� .I is ') ry .. - ' 9 ° SPOWN g%si 04 10 x.Lygl Zi .sn •. �• fi \ ) ,�,.,... J J,o DECK I I W m VILLAGE OF SE Ix / P. = -r: ENPORT VACANT LAND ID —d--i d-"sf�m en .c�voa ' RO #9 WdSur,v9elsfi[me..danteAamalvNmena.em•A<aefEy lom."CCy liolia 1:1.'� \\J P SLED 4gWAT MAIN m \\ ` r � �•.�amae.a",mm.��a.�a�mae.m..e,,. _ . x o Scale: 1"=2a-o" Condon Engineering, P.C. �1N _�O ^� Drawnb :JJC Eastern Long Island UNK�,� Y 1755 Si scree Road Mattituck,New York 11952 Camp Grounds SP-� OO p Date:3-13-2021 (631)298-1986 690 Queen Street I O 0 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. r ®(S) '= L!ST Be Inspected By Tile ounty Dept. Of Health Services. 2-5754, 48 Hours In Advance Schedule Impecoon(s). ENGINEER'S CERTIFICATIONi }31E+QUIR1~D. SUBMIT P.E. OR R.A. CERTIFICATION FOR INSTALLATION Am) CONSTRUCTION 0FaL ILS�ah�ti �f1 C�wri �i,�s ltec-h FOR FINAL APPROVAL. syale, a g a APR 0.2 2021 bm 00 79 4/2/2021 SCDHS COMMENTS A ��, a 3/15/202.1-CABIN REVISIONS co '! 10/21/2020 SCDHS COMMENTS. F 5 c ID, 0 `• 9/28/2020 TOWN COMMENTS w .9 � 15 7/22/2020 REV.BLDGS 6/22/2020 SCDHS COMMENTS w pp Z a "" N 6/8/2620 SCDHS COMMENTS a a A> c° 5/26/2020 SCDHS COMMENTS a a a 7 M REVISIONS W CD O F N£�y,y O � O HEALTH DEPARTMENT APPROVAL STAMP r- W 0 0 is 2 S.C.T.M.: DIST. 1000 SEC.40 BLK.03 LOT.05 A��FESS10���"� indon Engineering, P.C. EASTERN LONG ISLAND KAMPGROUND 1755 Sigsbee Road 690 QUEEN STREET Mat6tuck, New York 11952 OF GREENPORT, NY 11944 (631)298-1986 (631)298-2651 fax www.condonengineering.com' OVERALL SANITARY PLAN ' 1 SUBJECT PREMISES KEY MAP Scu.E t'=soo' SHEET 1 OF 2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS DATE 7/23/25 _ H.S. Ref. No_ C-20-0055 The sewage disposa; and water supply facilities at this location: have been inspected and/or certified by this department or other agenc bss and found to be satisfactory )Oo AT;iAl�d PAE. P E.,CHIEF OFFICE OF WASTEVVXIFER MANAGEMENT i r COMcheck Software Version 4.1.5.1 Envelope Compliance Certificate Project Information Energy Code: 90.1 (2016)Standard Project Title: Eastern Long Island Campground-1 Bedroom Cabin Location: Greenport, New York Climate Zone: 4a Project Type: New Construction Vertical Glazing/Wall Area: 8% Performance Sim.Specs: EnergyPlus 8.1.0.009 (EPW: USA CT_Bridgeport-Sikorsky.Mem.AP.725040—TMY3.epw) Construction Site: Owner/Agent: Designer/Contractor: 690 Queen Street Eastern Long Island Campground John J.Condon, P.E. Greenport, NY Condon Engineering, PC 1755 Sigsbee Road Mattituck, NY 11952 631-298-1986 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(a) 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 1:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Motel] 144 21.0 0.0 0.062 0.064 Window 1:Wood Frame:Operable,Pert.Specs.:Product ID CXW14, 10 -- — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1 -Motel](b) Window 1 copy 2:Wood Frame:Operable,Perf.Specs.:Product ID 10 — --- 0.260 0.310 CXW14,SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) Door 1:Wood,Swinging,[Bldg.Use 1-Motel] 2 — -- 0.300 0.370 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 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) � Window 4:Wood Frame:Operable,Pert.Specs.:Product ID CX14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1 -Motel](b) rL 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 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 CX14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1 -Motel](b) WEST Exterior Wall 4:Wood-Framed,16"o.c.,[Bldg.Use 1-Motel] 224 21.0 0.0 0.062 0.064 Project Title: Eastern Long Island Campground-1 Bedroom Cabin Report date: 03/05/21 Data filename: C:\Users\Owner\Favorites\ComChecks\1Bedroom Cottage.cck Page 1 of 10 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(a) Perimeter Window 7:Wood Frame:Operable,Perf.Specs.:Product ID CW135, 6 — -- 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: Design 1% better than code Envelope Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 90.1 (2016) Standard requirements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Chi Name-Title � Date Project Title: Eastern Long Island Campground-1 Bedroom Cabin Report date: 03/05/21 Data filename: C:\Users\Owner\Favorites\ComChecks\1Bedroom Cottage.cck Page 2 of 10 1 CABIN #11 Fire Sprinkler Reports for Eastern Long Island Campground 690 Queen.-Street Greenport; NeW'York . OF NEw oRNN ]. C041 � J y A 1684 APPROVED AS NOTED ESS1o�A`' DATE717 Z P.it ! < FEE _ BY: (: y)55,ej' Prepared By: NOTIFY FIRE MARSHAL AT 631-765-1802 FOR THE FOLLOWING INSPECTIONS: John Condon 1. ROUGH INSPECTION Condon Engineering,P.C. 1755 Sigsbee Road 2. COMPLIANCE TESTING M 3. FINAL INSPECTION attituck,New York 631-298-1986 ALL WORK SHALL COMPLY WITH NYS February 4,2024 CODES AND APPLICABLE NFPA STANDARDS Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. !1 ti" Condon Engineering _ q Cabin#11 Mattituck; NY 11952 Page 2 General Project Data Report General Data Project Title: Cabin#11 Project File Name: Cabin 11..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#11 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: 91.57 gpm Calculated Inflow Residual Pressure: 51.18 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 11.fiw Sunday, February 4, 2024, 3:38 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering ��+'M Cabin#11 Mattituck;NY 11952 r Pa e 3 -Fire Sprinkler Input Data w Node I`"nput ata z 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 7.77 11.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 2 Sprinkler A 5.60 7.73 11.00 0.00 -- 0.000 0.0 --- 0.0 0.00 3 Sprinkler A 5%60 7.60 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 7.02 11.00 0.06 -- 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 ---- NIA 7.86 11.00 0.00 -- 0.000 0.0 ---- 0.0 0.00 8 No Discharge ---- N/A 7.87 11.00 0.00 -- 0.000 0.0 ---- 0.0 0.00 9 No Discharge ---- N/A 7.92 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 10 No Discharge ---- N/A 8.36 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 11 No Discharge -- N/A 8.20 11.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 12 No Discharge ---- N/A 8.84 11.00 0.00 -- 0.000 0.0 --- 0.0 0.00 13 No Discharge ---- N/A 16.94 -4.00 0.00 -- 0.000 0.0 ---- 0.0 0.00 15 No Discharge ---- N/A 20.87 -4.00 0.00 -- 0.000 0.0 ---- 0.0 0.00 16 No Discharge --- N/A 19.31 2.00 0.00 --- 0.000 0.0 --- 0.0 0.00 17 No Discharge ---- N/A 25.33 2.00 0.00 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 11.fiw Sunday, February 4, 2024, 3:38 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering '! � Cabin#11 Mattituck,NY 11952 ram `. Page 4 Fire Sprinkler Input Data Node IinplutData (.coint'd) Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate(psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 18 No Discharge --- N/A 29.04 -4.00 0.00 --- 0.000 0.0 --- 0.0 0.00 20 No Discharge ---- N/A 29.85 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 30 No Discharge --- N/A 32.07 -4.00 0.00 ---- 0.000 0.0 -- 0.0 0.00 31 No Discharge ---- N/A 33.35 -4.00 0.00 ---- 0.000 0.0 -- 0.0 0.00 32 No Discharge --- N/A 33.76 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 33 No Discharge ---- N/A 37.85 -4.00 0.00 --- 0.000 0.0 -- 0.0 0.00 35 No Discharge -- N/A 39.14 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 36 No Discharge -- N/A 42.15 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 37 No Discharge ---- N/A 50.87 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 40 No Discharge --- N/A 51.18 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 11.fiw Sunday, February 4, 2024, 3:38 PM Fire-Fire Sprinkler Hydraulics Calculation Program AM ` Elite Software Development,Inca Condon En`ineerin Cabin#11 Mattituck,NY 119523 Page 5 Fire Sprinkler Input Data _ P:.S.L. .c dc' 4',' � e. lmn { utData �N, M Ytt+ p ? fit. yk h w s2 $;tad f i GmRt a ros ink 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 BLAZEMASTER CPVC 1.000 0 T 5.00 5.00 10.00 150 2 11 BLAZEMASTER CPVC 1.000 0 T 6.00 5.00 11.00 150 3 9 BLAZEMASTER CPVC 1.000 0 T 2.50 5.00 7.60 150 4 8 BLAZEMASTER CPVC 1.000 0 T 5.00 5.00 10.00 150 5 7 BLAZEMASTER CPVC 1.000 0 ET 9.50 12.00 21.50 150 6 7 BLAZEMASTER CPVC 1.000 0 ET 10.00 12.00 22.00 150 7 8 BLAZEMASTER CPVC 2.000 0 1.50 0.00 1.50 150 8 9 BLAZEMASTER CPVC 2.000 0 3.00 0.00 3.00 150 9 10 BLAZEMASTER CPVC 2.000 0 T 5.50 10.00 15.50 150 10 12 SCHED 40 STEEL BLK 2.000 0 E 2.50 3.50 6.00 120 11 10 SCHED 40 STEEL BLK 2.000 0 T 7.50 7.10 14.60 120 12 13 BLAZEMASTER CPVC 2.000 0 E 15.00 11.00 26.00 150 13 15 SCHED 40 STEEL BLK 2.600 0 2T 100.00 17.00 117.00 120 15 16 SCHED 40 STEEL BLK 2.000 0 2E 6.00 7.00 13.00 120 16 17 Backflo Prev 6.000 Loss 17 18 SCHED 40 STEEL BLK 2.000 0 2E 7.00 7.00 14.00 120 18 20 SCHED 40 STEEL BLK 2.000 0 T 3.00 7.10 10.10 120 20 30 SCHED 40 STEEL BLK 4.000 0 2E 700.00 14.20 714.20 120 30 31 SCHED 40 STEEL BLK 4.000 0 EL 400.00 11.30 411.30 120 31 32 SCHED 40 STEEL BLK 4.000 0 T 120.00 14.20 134.20 120 32 33 SCHED 40 STEEL BLK 3.000 0 21-T 332.00 17.70 349.70 120 33 35 SCHED 40 STEEL BLK 3.000 0 111.00 0.00 111.00 120 35 36 Backflo Prev 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 11.fiw Sunday, February 4, 2024, 3:38 PM Fire-.Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering '� t Cabin#11 Mattituck, NY 11952 ?,4ifii` Page 6 Fire-Sprinkler Output_ Data Overaff Node Glroltapi'ngs 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 -15.61 15.61 0.00 0.00 7.77 2 11 0 -15.57 15.57 0.00 0.00 7.73 0.00015 3 9 0 -15.44 15.44 0.00 0.00 7.60 0.00016 4 8 0 -15.29 15.29 0.00 0.00 7.46 0.00014 5 7 0 -14.83 14.83 0.00 0.00 7.02 0.00010 6 7 0 -14.82 14.82 0.00 0.00 7.00 0.00012 7 5 0 14.83 0.00 0.00 0.00 7.86 -0.00011 7 6 0 14.82 7 8 0 -29.65 8 4 0 15.29 0.00 0.00 0.00 7.87 0.00000 8 7 0 29.65 8 9 0 -44.94 9 3 0 15.44 0.00 0.00 0.00 7.92 0.00000 9 8 0 44.94 9 10 0 -60.39 10 9 0 60.39 0.00 0.00 0.00 8.36 0.00000 10 12 0 -91.57 10 11 0 31.18 11 1 0 15.61 0.00 0.00 0.00 8.20 0.00000 11 2 0 15.57 11 10 0 -31.18 12 10 0 91.57 0.00 0.00 0.00 8.84 0.00000 12 13 0 -91.57 13 12 0 91.57 0.00 0.00" 0.00 16.94 0.00000 13 15 0 -91.57 15 13 0 91.57 0.00 0.00 0.00 20.87 0.00000 15 16 10 -91.57 16 15 0 91.57 0.00 0.00 0.00 19.31 -0.03787 16 17 0 -91.61 17 16 0 91.61 0.00 0.00 0.00 25.33 0.03787 17 18 0 -91.57 18 17 0 91.57 0.00 0.00 0.00 29.04 0.00000 18 20 0 -91.57 CA...\Cabin 11.fiw Sunday, February 4, 2024, 3:38 PM Fire-Fire Sprinkler Hydraulics Calculation Program 4/j # Elite Software Development,Inc. Condon Engineering � Cabin#11 Mattituck,NY 11952 '• _ Page 7 Fire Sprinkler Output Data Ovelr i ll,.Node'Groupiings;Output Data (corit'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) 20 18 0 91.57 0.00 0.00 0.00 29.85 0.00000 20 30 0 -91.57 30 20 0 91.57 0.00 0.00 0.00 32.07 0.00000 30 31 0 -91.57 31 30 0 91.57 0.00 0.00 0.00 33.35 0.00000 31 32 0 -91.57 32 31 0 91.57 0.00 0.00 0.00 33.76 0.00000 32 33 0 -91.57 33 32 0 91.57 0.00 0.00 0.00 37.85 0.00000 33 35 0 -91.57 35 33 0 91.57 0.00 0.00 0.00 39.14 -0.03788 35 36 0 -91.61 36 35 0 91.61 0.00 0.00 0.00 42.15 0.03788 36 37 0 -91.57 37 36 0 91.67 0.00 0.00 0.00 50.87 0.00000 37 40 0 -91.57 40 37 0 91.57 0.00 0.00 -91.57 51.18 CA...\Cabin 11.fiw Sunday, February 4, 2024, 3:38 PM Fire-Fire Sprinkler Hydraulics Calculation Program i� Elite Software Development,Inc. Condon Engineering �� ` Cabin#11 Mattituck,' NY 11952 F,?�..'• 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) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 5 5.60 11.00 14.83 7.02 1.00 14.83 0.03916 9.50 0.842 7 0.00 11.00 0.00 7.86 1.101 14.83 ET 12.00 0.000 BLAZEMASTER CPVC 150 5.00 0 21.50 0.842 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 4 5.60 11.00 15.29 7.46 1.00 15.29 0.04143 5.00 0.414 8 0.00 11.00 0.00 7.87 1.101 15.29 T 5.00 0.000 BLAZEMASTER CPVC 150 5.15 0 10.00 0.414 7 0.00 11.00 0.00 7.86 2.00 0.00 0.00765 1.50 0.011 8 0.00 11.00 0.00 7.87 2.003 29.65 ----- 0.00 0.000 BLAZEMASTER CPVC 150 3.02 0 1.50 0.011 - 3 5.60 11.00 15.44 7.60 1.00 15.44 0.04218 2.50 0.316 9 0.00 11.00 0.00 7.92 1.101 15.44 T 5.00 0.000 BLAZEMASTER CPVC 150 5.20 0 7.50 0.316 8 0.00 11.00 0.00 7.87 2.00 0.00 0.01651 3.00 0.050 9 0.00 11.00 0.00 7.92 2.003 44.94 --- 0.00 0.000 BLAZEMASTER CPVC 150 4.58 0 3.00 0.050 9 0.00 11.00 0.00 7.92 2.00 0.00 0.02852 5.50 0.442 10 0.00 11.00 0.00 8.36 2.003 60.39 T 10.00 0.000 BLAZEMASTER CPVC 150 6.15 0 15.50 0.442 11 0.00 11.00 0.00 8.20 2.00 0.00 0.01089 7.50 0.159 10 0.00 11.00 0.00 8.36 2.067 31.18 T 7.10 0.000 SCHED 40 STEEL BLK 120 2.98 0 14.60 0.159 1 5.60 11.00 15.61 7.77 1.00 15.61 0.04305 5.00 0.431 11 0.00 11.00 0.00 8.20 1.101 15.61 T 5.00 0.000 BLAZEMASTER CPVC 150 5.26 0 10.00 0.431 2 5.60 11.00 15.57 7.73 1.00 15.57 0.04284 6.00 0.471 11 0.00 11.00 0.00 8.20 1.101 15.57 T 5.00 0.000 BLAZEMASTER CPVC 150 5.25 0 11.00 0.471 10 0.00 11.00 0.00 8.36 2.00 0.00 0.07988 2.50 0.479 12 0.00 11.00 0.00 8.84 2.067 91.57 E 3.50 0.000 SCHED 40 STEEL BLK 120 8.76 0 6.00 0.479 12 0.00 11.00 0.00 8.84 2.00 0.00 0.06162 15.00 1.602 13 0.00 -4.00 0.00 16.94 2.003 91.57 E 11.00 6.495 BLAZEMASTER CPVC 150 9.32 0 26.00 8.097 CA...\Cabin I Miw Sunday, February 4, 2024, 3:38 PM Fire Fire Sprinkler Hydraulics Calculation Program Elite Software Development,.Inc. Condon Engineering i Cabin#11 Mattituck, NY 11952 Page 9 Fire Sprinkler Output Data Ovelrall Pipe Output Data (confd) 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) 13 0.00 -4.00 0.00 16.94 2.50 0.00 0.03362 100.00 3.933 15 0.00 -4.00 0.00 20.87 2.469 91.57 2T 17.00 0.000 SCHED 40 STEEL BLK 120 6.14 0 117.00 3.933 15 0.00 -4.00 0.00 20.87 2.00 0.00 0.07988 6.00 1.038 16 0.00 2.00 0.00 19.31 2.067 91.57 2E 7.00 -2.598 SCHED 40 STEEL BLK 120 8.76 0 13.00 -1.560 16 Backflo 2.00 19.31 91.61 Prev 17 6.00 psi 2.00 25.33 17 0.00 2.00 0.00 25.33 2.00 0.00 0.07988 7.00 1.118 18 0.00 -4.00 0.00 29.04 2.067 91.57 2E 7.00 2.598 SCHED 40 STEEL BLK 120 8.76 0 14.00 3.716 18 0.00 -4.00 0.00 29.04 2.00 0.00 0.07988 3.00 0.807 20 0.00 -4.00 0.00 29.85 2.067 91.57 T 7.10 0.000 SCHED 40 STEEL BLK 120 8.76 0 10.10 0.807 20 0.00 -4.00 0.00 29.85 4.00 0.00 0.00311 700.00 2.219 30 0.00 -4.00 0.00 32.07 4.026 91.57 2E 14.20 0.000 SCHED 40 STEEL BLK 120 2.31 0 714.20 2.219 30 0.00 -4.00 0.00 32.07 4.00 0.00 0.00311 400.00 1.278 31 0.00 -4.00 0.00 33.35 4.026 91.57 EL 11.30 ` 0.000 SCHED 40 STEEL BLK 120 2.31 0 411.30 1.27Z 31 0.00 -4.00 0.00 33.35 4.00 0.00 0.00311 120.00 0.417 32 0.00 -4.00 0.00 33.76 4.026 91.57 T 14.20 0.000 SCHED 40 STEEL BLK 120 2.31 0 134.20 0.417 32 0.00 -4.00 0.00 33.76 3.00 0.00 0.01167 332.00 4.082 33 0.00 -4.00 0.00 37.85 3.068 91.57 2LT 17.70 0.000 SCHED 40 STEEL BLK 120 3.97 0 349.70 4.082 33 0.00 -4.00 0.00 37.85 3.00 0.00 0.01167 111.00 1.296 35 0.00 -4.00 0.00 39.14 3.068 91.57 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 3.97 0 111.00 1,296 35 Backflo -4.00 39.14 91.61 Prev 36 3.00 psi -4.00 42.15 CA...\Cabin 11.fiw Sunday, February 4, 2024, 3:38 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering Cabin#11 Mattituck,NY 1,1952 f Pa9e 10 Fire Sprinkler Output Data Overall Pipe Output Data (conVd) 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 42.15 2.00 0.00 0.07988 105.00 8.723 37 0.00 -4.00 0.00 50.87 2.067 91.57 2L 4.20 0.000 SCHED 40 STEEL BLK 120 8.76 0 109.20 8.723 37 0.00 4.00 0.00 50.87 6.00 0.00 0.00042 712.00 0.310 40 0.00 4.00 0.00 51.18 6.065 91.57 T 21.40 0.000 SCHED 40 STEEL BLK 120 1.02 0 733.40 0.310 CA...\Cabin 11.fiw Sunday, February 4, 2024, 3:38 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering _E Cabin#11 Mattituck, NY 11952 :` 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 ) (gpm/ft2) (gpm) 1 A 5.60 11.00 7.77 144.00 0.108 15.61 2 A 5.60 11.00 7.73 144.00 0.108 15.57 3 A 5.60 11.00 7.60 144.00 0.107 15.44 4 A 5.60 11.00 7.46 144.00 0.106 15.29 5 A 5.60 11.00 7.02 144.00 0.103 14.83 6 A 5.60 11.00 7.00 144.00 0.103 14.82 Sub Totals For Group A 864.00 0.106 91.57 Totals For All Groups 864.00 0.106 91.57 C:\...\Cabin 11.fiw Sunday, February 4, 2024, 3:38 PM Fire Fire Sprinkler Hydraulics Calculation Program . t Elite Software Development,Inc. Condon Engineering F {E'ti Cabin#11 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: 0.636 gpm/ft2 Application Average Area Per Sprinkler: 24.00 ft2 Sprinkler Flow: 91.57 gpm Average Sprinkler Flow: 15.26 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity( In Pipe 12- 13 ) 9.32 ft/sec Maximum Velocity Pressure ( In Pipe 12-13) 0.59 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0065 psi Actual Average Nodal Pressure Imbalance: 0.0021 psi Actual Maximum Nodal Flow Imbalance: 0.0379 gpm Actual Average Nodal Flow Imbalance: 0.0059 gpm Overall Network Summary Number Of Unique Pipe Sections: 25 Number Of Flowing Sprinklers: 6 Pipe System Water Volume: 2099.17 gal Sprinkler Flow: 91.57 gpm Non-Sprinkler Flow: 0.00 gpm Minimum Required Residual Pressure At System Inflow 51.18 psi Node: Demand Flow At System Inflow Node: 91.57 gpm C:\...\Cabin 11.fiw Sunday, February 4, 2024, 3:38 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering Cabin#11 Mattituck,NY 11952 Page 13 b Fire Sprinkler. Output. Data- Hydraulic'.$upply/ a eniallitl Graph 100 90 80 .N 70 C. 60 N 52 N 50 42 40 30 20 10 0 2 4 6 8 10 12 14 16 18 20 Flowrate(x100) gpm Supply Curve Data Static Pressure: 66 psi Test Residual Pressure: 52 psi Test Flow Rate: 1503 gpm Demand Curve Data Calculated Residual Pressure: 51.18 psi Calculated Flow Rate: 91.57 gpm Excess Available Residual Pressure At Calculated Flow: 14.74 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 15.50 psi C:\...\Cabin 11.fiw Sunday, February 4, 2024, 3:38 PM