Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
49753-Z
\%Qf souryO!° Town of Southold * * P.O. Box 1179 �0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46619 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. 49753 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 #19 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: 49753 09/09/2025 PLUMBERS CERTIFICATION: Jorge Naranjo 04/04/2025 A hor z Signature �g�Ffo� .c TOWN OF SOUTHOLD I; BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • �,`�� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49753 Date: 9/20/2023 1 Permission is hereby granted to: HNF Resorts LI LLC PO BOX 89 Greenport, NY 11944 To: (cabin #19) legalize "as built" seasonal cabin in existing campground as applied for per ZBA, Planning & SCHD approvals. Replaces BP 46366. 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 3121/2025. Fees: PERMIT RENEWAL $512.60 Total: $512.60 � : Building Inspector o�ggifF0041— TOWN OF SOUTHOLD BUILDING DEPARTMENT ti x TOWN CLERK'S OFFICE "o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46366 Date: 6/4/2021 Permission is hereby granted to: HNF Resorts LI LLC 690 Queen St Greenport, NY 11944 To: (cabin #19) 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 1214/2022. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $975.20 CO-COMMERCIAL $50.00 4 Total: $1,025.20 uilding Inspector o��oF so�ryQl � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q �ycoUNT`1,� 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#: 49753 Section: 40 Block: 3 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Woodhoolow Contr License No: 60139ME SITE DETAILS Office Use Only Indoor Basement F Service I— Solar r Outdoor 1st Floor P Pool r Spa r Renovation F 2nd Floor r Hot Tub r Generator Survey rF-1 Attic MI-1 Garage Battery Storage INVENTORY Service 1 ph [— Heat Duplec Recpt 30 Ceiling Fixtures 5 Bath Exhaust Fan 1 Service 3 ph r Hot Water 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 9 4'LED Exit Fixtures Other Equipment: Fridge, Minisplit, 100A Panel Notes: Cabin 19 Inspector Signature: X ` Date: September 9, 2025 Sean Devlin Electrical Inspector sean.deviin(a-town.southold.ny.us 64500CR48Cabinl9 Town Hall Annex fib.: G $4375 Main R oad �.,,: . Telephone(01)765-4802 �;, ` '.a�. P.O Box,117.9 � Southold;NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD A 4 R 2025 CERTIFICATION Date_: Oy, O 9 °- c0) 5 Building.Permit No. 9 y J �7"5 3 Owner: H N F R Q Sa Y l S Tlease�pr`int) Plumber: OY (Please print) I certify that the solder used in the water,50pply system;contains less t 2/1.0 of 1%0 lead. (Plum' rs Signature) Sworn to before•me this ADVENDIZO TORRES day of 20 NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01T06231053 7 Qualified in SUFFOLK County 6111 -/ Commission Expires 11/22/2026 Notary Public, 5 County 1 UF SOUTyo6—— y 0( ( 53 - # # TOWN OF SOUTHOLD BUILDING DEPT. °'oum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LECTRICAL (FINAL) [ ] CODE VIOLATION i/i-PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR pF SOUlyO6 LJ S - # TOWN OF S UTHOLDBUILDING DEPT. co►m, 631-765-1802 C,41 t,bi^� 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 h = INSPECTOR f OF SOUTyo� * TOWN OF SOUTHOLD BUILDING DEPT. �`y000rmN�' 631-765-1802 ' IN SPECTION [ ] FOUNDATION 1ST/ RESAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I � LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM RKS- 'rKe f 9YI A(K4 4)4vtv IaM1Ce i IvY..Q� m4- 0r a DATE INSPECTOR . OF SO(/j�o� # TOWN OF SOUTHOLD BUILDING DEPT. _�, `ycouff 631 765-18029 (� INSPECTIO.N [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ } INSUtATIOWCAULKING [ ] FRAMING/STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] .ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR [ ] RENTAL REMARKS: In YIq�L�, YV �1 f� �i Rio Il Yl�/ +4NW Y of 91 &rlvrl AAL., %. r Ca DAT E - - .INSPECTOR 11>A I � J a S0Uly0� TOWN,OF SOUTHOLD BUILDING DEPT. 631-765-1802 s INSPECT110N [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] !NSKATIOWCAULKING [ ] 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: NA- 'A � � d DATE INSPECTOR OF SOUjyOlo y � TOWN OF SOUTHOLD BUILDING DEPT. � d coum, 631-765-1802 INSPECTION '.. [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ IN ATIOWCAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL 1 REMARKS: t vS Sm f7 L000l WAR 4 — otA4m 'b�k Yr%-)Tcv-� S� TE INSPECTOR OF SOUTyo� * # TOWN OF SOUTHOLD BUILDING DEPT. "you 631-765-1802 INSPECTIONI, FOUNDATION 1 ST/ REBAR ROUG G [ ] FOUNDATION 2ND [ ] 1 . LATION/CAULKING [ ] FRAMING [STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [. ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O' [ ] RENTAL REMARKS: S • 1� Q 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 condoneng i neeri ng.com October 14, 2021 D E C EH E OCT 1 g mi Mr. Mike Verity BUILDING DEPT. Chief Building Inspector TOWN OF sOUTHOLD Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Eastern Long Island Camp Ground Cottage Footings-690 Queen Street, Greenport Permit#s 46347, 46348, 46349,46350, 46351, 46353 46354, 46355, 46356, 46457, 46358, 46359, 46360, 46361, 46362,46363, 46364, 46365 6366 46367 Dear Mr. Verity: I inspected the sono tubes footings on the property for the proposed cottagers and found them to be installed in accordance with the plans filed with the Building Department.The sono tubes were found to be properly installed and filled with concrete. To the best of my knowledge the sono tubes are installed in accordance with New York Building Code standards. If you have any questions, please call me at 631-298-1986. Yours truly, 0 ondon, P.E. J� O J'F® 051684 p��FESSIn '1 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 November 25, 2021 �4 0 2p25 Mr. Mike Verity Chief Building Inspector Southold Town Building Department {se, 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Eastern Long Island Camp Ground Cottages-690 Queen Street, Greenport Dear Mr. Verity: I inspected the framing and strapping installed in the Pavilion,and cottages#1,#2.#3,#4, #5,#6,#7,#8,#9,#10,#11,#12,#13#14,#15,#16,#17,#18 and#19 were found to be installed as shown on the plans. If you have any questions, please call me at 631-298-1986. Yours truly, Of NEW J, o � U, -V J�� 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 NY11971 NQ 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 1719& the Pavilion were tested at 2001bs for a period of 2 hours and there was no change in pressure. This test was witnessed by Gregory E.Sulger and Thomas P. Walsh.All of the lines have since been filled with glycol for . freeze protection. Therefore, a water flow test cannot be conducted without compromising the system.A manual test was performed on all of the water flow switches.All alarms are active. Very my yours Th as P. LIC#019767 Condon Engineeringg P C New York State Licensed Professional Engineers 1T55SigsbeeRoad 631-298- 986 K8atbtuok. New York i1852 condonengineering.com FnxG3i'2S8'26S1 \ , November 27. 2024 � DEC — 4 2024 u�� K8c Mike Verity Chief Building Inspector Southold Town Building Department 53O95 Route 25 P.(]. Box 1178 Southold, New York 11071 Re: Eoab*nn Long |o|ond Camp Ground Cottage Footings'890 C>umon Street, Gnaenport Dear Mr. Verity: ' | inspected the plumbing in the Pavilion, and cottages#4,#5,#6/#7,#D,#8,#11,#l2,#1D 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 maot831-298-1988. 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 January 31, 2025 i? F E B - 3 2025 Mr. Mike Verity Chief Building Inspector Southold Town Building Department `;53095 Route 25 P.O.-Box 1179 Southold, New York 11971 Re: Eastern Long Island Camp Ground Cottages-690 Queen Street, Greenport Dear Mr. Verity: I inspected the installed insulation at the site.The insulation in the Pavilion, and cottages#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 NEW 1,� `rA 051684 �V A��FESslrj\ �"�, i D North Fork Cottages&RV Resort Job Name: w MR Installing Company: Boss Systems XR150/XRS50 SERIES STANDBY BATTERY POWER CALCULATIONS s ,Standby Current v..-�•- m rAlarm Current �, v Qty' mA Total mA Qty. mA, Total mA XR1 SO/XR550 Series Control Panel 1 "X 174 = 174 1 X 217 = 217 Relay Out0uts:1-2(OM _ X: ,30. - 0 Switching Grounds 3 6(ON) 0 X 5 = 0 0 X 5 0 -ActiveZones .4 X.,, : ,.1'6 -..;GA'.> Active Zones 9 10 0 X 4 0 0 X 30 0 2Wire$mokes: .,i - - •0 'Xs: 0.1. °'rr ,0 0" ,X _ ;0.1 - _0 Panel Bell Output(1500 mA max) 0 0 = Aux.powkr devices'an Term 7d,inals an11>(Other,than keypzds andaX=Bus ,modules),_ ,..0.:. 2W-BLX,2WT-BLX Smoke Detectors 0 X 15 = 0 0 X 35 0 263LTE'Cellular Communicator':•. .: „'' 1- -X;^ .20" = 20,' "1 X , 20` = 2D 263LTE-FN Cellular Communicator 0 X 6 = 0 0 X 7 = 0 277-BuaerModule .. r 630F Remote Fire Command Center 0 X 63 - 0 0 X 92 = 0 7830E Fire Command keypad -0 . X' 84 _ 0' 0 X 108• _ :0 708 Bus Extender 0 X 10 = 0 0 X 10 = 0 710 Bus Splitter/Repeater Module :..p' X 32 . _ _0 0 X _ 32, _ 0 711 Zone Expansion Module 0 X 11 = 0 0 X 11 = 0 0.. ActiveZdne(EOLlnstalled) : „X-t; L 1:6:. _'''. 0 '_ 0 X 2 = 0 7115 Zone Expansion Module 0 X 4.2 = 0 0 X 4.7 = 0 712-8!Zone,Expansion Module^:; :':' '0'. - X'•`= 17' 0;'`:.. 0. X 0 Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0 71416tie Expansion Module 0. .. .X, 7 =i, 0. „ _ „0 X . 7. 0 Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0 714-8,7,14:16 Zone Expansion,Module 0 -•X 20-.- - 0 .0 X 20 = 0 Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0 715 Zone Expansion.Module - - -`. ;�`.�' `< 0 ,X.`:. 7 -- - 0 .'0 .,X, .:7 `0 . Active Zones(EOL Installed) 0 X 4 - 0 0 X 30 = 0 2-Wire Smdkes :, 0 X 0.1 = p , 0'. X 0.1. - 0. 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 = 0 716'06tput Expansion Module <, a ,0 ;_.X :13 _ p: 0 ,X 113 0 Active Form C Relays 0 X = 0 0 X 12 = 0 717 Graphic Annunciator Module- 0 X.: : ,10' - 0 0 "X .: 10 = 0 Annunciator Outputs 0 X - 0 0 X 1 = 0 734,Wiegand interface Module;:-,;. ., c - _ Active Zones(EOL Installed) 0 X 1.6 0 0 X 2 - 0 Annunciator(ON).. ': c:' .`. 0";, .X-:. - 0 0 X 20 _. - _ .0. Proximity Reader 0 X 200 - 0 0 X 200 = 0 736PFOPITInterface,Module,.t.. ". :., '. ;: . . '. -.r., 1. _t:0' ,;:X ; 25 _-%;. 0:- 0,•i, ;.'X -25 _ - .0 Radionics Popex,Octopopit,Popits 0 X - 0 0 X = 0 736VV-PIex Module. 0'. X`:^` ;"45 - - .. -..0 0. X ': 45 U Active Zones 0 X - 0 0 X = 0 738A Ademco Wireless Interface Module 0 X 75 - _ 0 0 X 75 - 0 738T Wireless Translator 0 X 50 0 0 X 50 = 0 7382plus Z-Wave Interface Module 0 X 40_ - 0 0 X 40 _ 0 763 Wi-Fi Module 0 X 31 = 0 0 X 31 _ = 0 860 Relay Output Module,one relay active 0 X 34 = 0 0 X 34 = 0 All four relays active 0 X 138 = 0 0 X 138 = 0 865'Style Y or Z Notification.Module, ` 0 26, .0 " 866 Style W Notification Module 0 X 45 = 0 0 X 76 0 867'LX=86s Style W Notification Module' ; s ,.. 0: X `- '30 i'' _ .. 0 869 Dual Style D Initiating Module 0 X 25 0 0 X 75 0 893A:Dual Phone Line Module" ;.;,; :• :0,,. _X: 12 0 0 X .= 50 0; 1100X Wireless Receiver 0 X 25 - 0 0 X 35 = 0 1100XH Wireless High PowerReceider q ` 0•.'.• Xi. 75.`;i, 0. 7060/7160 Thinline/7060A Aqualite Keypad 0 X 72 = 0 0 X 87 0 X c700 , ti �;.> 7063/7163.Tfiinlihe/7063A Agitalite'Keypad•.;', .. 7070/7170 Thinline/7070A Aqualite Keypad 0 X 72 0 0 X 87 0 Active Zones(EOL Installed)" ` r 0 X. 1.6;,, 0-,_ 0 X i'2 0 ' _. 7073/7173 Thinline/7073A Aqualite Keypad 0 X 85 = 0 0 X 100 0 Active Zones(EOl Installed): 0' ` 16' 0 X r 2 0 - X 0,. 7872 Graphic Touchscreen Keypad 0 X 145 = 0 0 X 215 = 0 Active Zones(EOL Installed)` ?:, - ,r 0. "X;_, 1.6; •0• 0, :X!- r2, 0 7873 Graphic Touchscreen Keypad 0 X 143 = 0 0 X 243 = 0 'Active Zones`(EOLlnstalled) h "- „- - : " 0:. X;,i - 1:6, 0 xi '0! X .. ._ r 8860 Graphic Touchscreen Keypad 0 X 300 = 0 0 X 350 - 0 :. :AtixiPoweredDevices - :1._., - Xt'� 0 � 0 1, 'X_� Aux.Powered Devices 0 X - 0 0 1 X = 0 Aui Powered Devices :` ? a;0' X r,., 0,. 0 X.- Oy_' Aux.Powered Devices 0 X - 0 0 X = 0 Aux Powered Devices ::. .0. .X _`."• 0 0 X A' Aux.Powered Devices 0 X - 0 0 X = 0 x,Powered Devices rO X .: 0 0 'X 0 Aux.Powered Devices 0 X - 0 0 X = 0 Aux.Powered Oevlces• .. - X 0 0 X 0 Based on 10%active zones in alarm Total Standby inA ZOOA ( ,T6tahAlaimrriA�=`Ti.:�~: - _ 539 Required Minimum Alarm Time in minutes A,:;:4 ' .- 5 Minutes X Total Alarm mA 539 = Total Required Alarm Current 44.917 mAh Total Standby mA 2004 mA r .,. - 'Numherraf standby hours needed 24 f a Total number of standby mA hours = 4810 mAh _.. Total reowredafarm current,(rounded) + 45 Total number of mA hours = 4855 mAh Contitigoncy - Total number of mAh = 5826 mAh _ Conner[mAh to;Ah•. _ 1000 h > ' r— •.^c^-^ — 1 ^F•:--r..-s—•—i' r z 1 .—^` h `.�_, —.,—n-y ^--tt x a t Battery A hoY1E regained mp 6 Afi b 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 XRM XR—) Page 2 at 3 OFFICE LOCATION: tQf Sol MAILING ADDRESS: Town Hall Annex ��� Ofd P.O. Box 1119 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) N � Telephone: 631 765-1938 Southold,NY www.southoldtownny.gov October 22, 2025 PLANNING BOARD OFFICE ~� TOWN OF SOUTHOLD o CT 2 2025 -� Ms. Patricia C. Moore, Esq. 51020 Main Road r 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, _F>yX 0_k,N Brian A. Cummings Senior Planner cc: Michael Verity, Chief Building Inspector Sean Magnuson, Owner d FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) U\ j ------------------------------------ �C FOUNDATION (2ND) p z 0 �y ROUGH FRAMING& O PLUMBING W v1 r r INSULATION PER N.Y. y STATE ENERGY CODE oti3 �� 0 � � S FINAL ADDITIONAL COMMENTS L� Z � 9- � o z l� AI, � r x A i i TOWN OF SOUTHOLD—BUILDING DEPARTMENT G ` 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 PE IT `� ,5., ,L:,;? .v �_A �FOr Office Use Only "" APR 1 4 2O2q I PERMIT NO. l.� Building Inspector: Applrcatrors and forms must bg filled out in them entirety Incomplete k r applications will not be accepted :Where the Applicant rs_hot the owner;an =' Owner's Authorriatron form{Page Zl shall be completed` � ° r ; z Date:4/12/21 OWNERS)OF PROPERTY Name:HNF RESORTS INC. sCTM#s000-40.-3-5 Physical Address 6 ► 90 QUEEN STREET GREENPORT NY 11944 __.. .. . ... ....... .__..,.... ..._._... Phone#:631-477-0022 Email:INFO ELIKAMPGROUND.COM Marling Address 690 QUEEN STREET GREENPORT NY 19944 CONAIR T PERSON _r ACT „r .y Name:SEAN MAGNUSON Mailing Address:SAME AS ABOVE Phone#:631-953-3899 Email: DESIGN P.ROFESSIONALINFORMATIO.N � Name:CONDON ENGINEERING Mailing Address:1755 SIGSBEE RD.MATTITUCK NY Phone# 631-298 1986 Emar1 CONDONENG a.OPTONLINE NET CONTRACTOR IIVFORIVIATION x Name:SEE ATTACHED Mailing Address: Phone#: Email: DESCR1PTfON OFPttOPiQ5ED CONStTRU�IION TWO BEDROOM CABIN a � ®New Structure []Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ®Yes ❑No Will excess fill be removed from premises? ❑Yes ®No 1 U0, PROPERTY INFORMATION ' F k 3 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�Y F M this property? ®Yes El No IF YES, PROVIDE A COPY. ;, .:., .✓.� 4 ,t i $.L ,-.' j ;a ;r .• � Check Box After Reading The owner/contractor/design,professional is responsible for aii drainage and„storm water issues as provitled by Chapter 236 of the Town Code 'APPLICATION IS HEREBY MADE to tfi,B,'ding Qepartment for the issuance of a Building Permit pursuant_to the Building Zone; Ordlnanceofthe Towrj of Southold.Suffolk,County,New York�nd otherappllcable Laws,�Ordmances or Regulations,for the;construction of buildings, ,� adtlltions, Itgrations or for remopal or demolition es herein describetl'The aglicant agrees to cornply'with ail applicable lams,ordinances,building code, ?"; housing cede and regulations and to admit authorized inspectors on'premises acid m buddmg(s)for necessary inspections Fai44atements made herein are c punishable as a Class A:misdemeanor pursuant to Section 210 45 of the New York State Penal Law Application Submitted By t name). J BAuthorized Agent []Owner Signature of Applicant: Date: .,._ �.._._..�M.�. .w_.__ ,._.... CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01 BU6185050 SS: Qualified in Suffolk County COUNTY OF ) Commission Expires April 14,2—a 6deeo being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contr ct)a ve named, (S)he is the D (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 ) _16of of '�-4' ,20 ( P �`�s' I Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I� SEAN MAGNUSON residing at 825 QUEEN STREET, GREENPORT, NY EILEEN WINGATE, QUIET MAN STUDIO do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. 4/13/2021 wn is Sign re Date SE MAG USON Print Owner's Name 2 BOARD MENIBERS �F$�Ul 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 CA Town Annex/First Floor, Robert Lehnert,Jr. . • �oQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento �yC N` `y Southold,NY 11971 OUtI; httpJ/southoldtovnmy.gov � IV. , ZONING BOARD OYAPPEALS` TOWN OF'SOUTHOLD - - Tel.(631)765.1809•Fax(631)765-9064 AUG 2 5.2020 souf .Ld "roven Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 209 2.020 ZBA FILE No::7384SE. NAME OF.APPLICANT: I NF Resorts Inc PROPERTY LOCATION: 690 Queen Street, Greenport,NY SCTM No. 1000-40-3-5 SEQRA DETERMINATION: The.Southold Town Zoning Board of Appeals declared Lead. Agency status for the "SEQRA_review of.the special exception application and an uncoordinated review was conducted. It was determined that;this.is an .Unlisted Action pursuant;to State Environmental.Quality Review Act(SEQRA)6NYCRR,Part.617, as it.does not meet any of the thresholds of=a Type.1 Act*; " nor does it meet.any of the criteria on the Type II list of actions and thaf the Southold Town Zoning Board of Appeals,pursuant to SEQRA,hereby nmde a determination of non significance for the proposed action and:grants aNegative.D:e.6laration. SUFFOLK.COUNTY ADMINISTRATIVE CODE: This application was referred-as required_under.the Suffolk'County Administrative Code Sections A:1414 to 21, 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 M,2020 #7384SE;HNF Resorts,Inc. SCTM No. 1000-40-3-5 Trailer campground by removing twenty(20)tent sites.and constructing twenty.(20)seasonal cottages,as well as variances for twenty(20) cottages measuring 504 sf where the code only allows cottages to measure a maximum of 450 SF in size; located at: 64500.County Rd 48,Greenport,SCTM#1000-40-3-5 VARIANCE RELIEF REQUESTED: The applicant's proposal was amended to convert 33 existing tent camping sites to 20 seasonal use cabins of approximately 504 sq. ft. with an exterior covered porch, where only 450 sq. ft. cabins are allowed. The cabin floor plans also depict a 90 sq.ft. covered porch to be attached to the cabins for an overall size of 594 sq. ft,. In addition, a 600 sq, ft. pavilion.with an . exterior deck will also.be constructed. ADDITIONAL INFORMATION: The proposed 20 cottage sites are a reduction of the currently 33 existing tent.sites. There are certificates of occupancy for all of the-existing:campground buildings & inground swimming..pool. The current site.plan was.approved in 20.06;ind.allows for 63 seasonal RV sites, 90 short term.RV/Pop Up sites, and 33 tent sites. The site plan also approves 186 parking spots with an 80-car overflow. The original campground& trailer park came about from a Special Exception permit approval ZBA file#2147 dated July 22, 1976. A Letter of No-Jurisdiction was issued by the New York State Department of.Conservation (NYSDEC). indicating that no permit is required.from the agency, but advised.that no construction, disturbance,. clearing or sedimentation of any kind may take place within 100 feet of NYS regulated freshwater wetlands without a permit. SPECIAL EXCEPTION: FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6,2020.at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and-makes the following findings: The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280- 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 I P76 without adverse impacts B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts.No new uses are beingproposed in.this application C. That the safety, the health, the welfare,the comfort,the convenience or the order of the town will not be adversely affected by the proposed use and its location. The proposed cabins will meet all county sanitary regulations and will be serviced by Suffolk County Water and Greenport Village Sewer System. The site is readily accessible to fire and police protection. -----------D—Thatthe-usa-w-ifl--be-in-harmony-with--and-promote-the-general-purposes-and-intent-ofthis------------------------------- chapter. The cabins will be in compliance with the Town's storm water management code Page 3,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 E. That the use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility, scale and overall appearance. The property is screened from the road, and is adjacent to Moore's Woods. F. That all proposed structures, equipment and material shall.be readily accessible.for fire and police` protection.The existing unimproved road will be widened for better fire and police access and the campground has its own fire emergency plan and fire Muck 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'pernutted 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 affluent(whether liquid, solid,gaseous or:otherwise)that may be caused or created by or as a result of he 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 will cause disturbing emissions of electrical discharges,dust,light, vibration or noise. G. Whether the operation in pursuance of the use will cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, if existing or if proposed by the Town or by other competent governmental agencies. H. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles incidental to the use and whether such space is reasonably`adequate and appropriate and can be furnished by the owner of the plot sought to be used within or adjacent to the plot wherein the use shall be located. I. Whether a hazard to life, Iimb or property because of fire,flood, erosion or panic may be created by reason of or as a result of the use or by the structures to be used therefor or by the inaccessibility of the property or structures thereon for the convenient entry and operation of fire and other emergency apparatus or by the undue concentration or assemblage of persons upon such.plot. J. Whether the use or the structures to be used therefor will cause an overcrowding of land or undue concentration of population. K. Whether the plot area is sufficient, appropriate and adequate for the use and the reasonably anticipated operation and expansion thereof. L. Whether the use to be operated is unreasonably near to a church,school,theater, recreational area or other place of public assembly. -- -1V1—Whether t-he-site-af-t-he--pr-oposed-uses-particularly-suitable-for-such-uses------------------------------------------ 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. IOOOAO-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: BINDINGS OF`FACTJ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6,2020 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The area where the proposed cabins are to be located is already cleared for tent camping sites with parking. Due to the size of the property, and,it being adjacent to Moore's Woods,there will be-no detrimental effect to the surrounding neighborhood. 2. Town Law§267-b(3)(b)(2). The benefit sought by the applicant.carinot be achieved.by some method, feasible for'the.applicant to pursue;.other than an area variance. The-proposed cabins are.504 sq.A. 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 ft 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 5267-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 5267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after.the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 5267-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,W Resorts,Inc. SCTM No. 1000-40-3-5 RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member Weisman(Chairperson),and duly carried,to GRANT, a Special Exception, as applied for,and GRANT_the variance as applied for,as shown on the Site Plan and Architectural Plans prepared by John J. Condon,LPE, last revised.February.17,2020, SUBJECT TO THE FOLLOWING CONDITION- 1. The applicant must obtain site plan approval from the Planning Board.Failure to do so will render this Special Exception Permit and variance relief null and void. NOTE. Violations of Conditions. A violation of any limitation or condition of a special exception.approval or of airy provision of this chapter applicable to a special exception. use shall constitute a violation of this chapter. The Zoning Board ofAppeals shall retain jurisdiction.and shall have the right, after a public hearing, to modify, suspend or revoke such approval or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXv Section 280-141,of the Town Code. Any deviation from the variance(s).granted herein as shown on the architectural drawings, site plan anWor survey.cited above. Such as.alterations, extensions, or demolitions;:are not authorized under this, application when involving nonconformities under the:zoning code. This action does not authorize or condone any current:or future.use, setback or other feature of the:subject property That:may.violate the Zoning Code, other than such uses, setbacks and other features.as are.expressly addr..essed.in this action. 1n 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 notincrease the degree of nonconformity. Pursuant to Chapter 280-146(B).of the Code of the Town of Southold.any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1) year terms. -Vote of the Board: Ayes:Members Weisman(Chairperson)Acampora,Dantes,Lehnert,and Planamento (5-0). y L Leslie Kanes Weisma Chairperson Approved for filing 1-�y 20 BOARD MEMBERS S j Southold Town Hall Leslie Kanes Weisman,Chairperson ,`4� l0 53095 Main Road•P.O.Box 1179 Patricia Acampora _ Southold,NY 11971-0959 Eric Dantes G Office Location: Robert Lehnert,Jr.. c �O� Town Annex/First Floor, �l,Y 54375 Main Road(at Youngs Avenue) Nicholas Planamento OWNS Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD c: �. May 19, 2021 Tel.(631)765-1809•Fax(631)765-90.64 rk � I Eileen Wingate Quite Man Studio MAY 2 0 2021 2805 West.Mill;Road; . Mattituck,:NY 11952 EL�a.DI�TG DEPT. TO ICE: Request for Diy:MYnrmizs Deter'iriation Appeal'No 'f384SE,T3hTF Resorts;Inc:. :.. 690 Queen Street; Creenport SCTM No. 1.0:0040-3-5 Dear Ms. Wingate; I am in receipt of:.your correspondence, dated May.:Yl 1, 2021, requesting a de minimus determination to h6. above referencedZoning$oard of Appeals:Spectal Excepttoi�Permtt'and Area'Variance decYsion r In-your letter;you requesfa demintmus approval for a Special Exception and Area Variat d6jo oristruct20. . . : seasonal use cabins whfeh exceed the ma unum square feet in area tri accorclariee wtth.the ToWti Co..de,upon-.: an existing:campground, 'You explain that upon tecommendation ofthe Town's:Plaruiing Board,that.tlxe revised site plan dep7cts a re location of the cabins,in order.to.'preserve as rnany.:txees as pQsstble and t13at the ._3 number of eabms have been re:duced fo 19. Furthermore,you stated that the cabin re local ons meet.all - zontng.re'quiremerts pursuant::to Chapter 253 of the Town Code. ' Based upon the information provided, I have determined that .your request is de minimus in nature because . the changes do not increase the degree of non-conformity,and tlie.decisi..on 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 Deparihient-and the.Planning Department. P s Weisman Chairperson cc: Michael Verity, Chief Building Inspector Heather Lanza, Planning Director d y OFFICE I,OCA'I'ION: EWxr r , MAILING ADDRESS- . �. Town Hall Annex {� OF,;S P.O.Box 1179 54375 State Route 25 ` Southold, NY 1 1971. lcor.Main Rd. &Youngs Ave.} ,z Southold, NY Telephone: 631 765-1938 v,^vw.southo1dtownny.gov CpU °Y l � 1i PLANNING BOARD OFFICE TO«71V,UF SOUTHQLD;.,' October 6, 2020 Ms. Eileen Wingate 280.5 West Mill;Road Mattituck-,-NY 11952 Re: Site Plan Approval: Eastern Long Island Kampground Cabins 64500 CR 48, Greenport.;, SCTM#1000-40.-3-5 a . Dear Ms. Wingate: The following resolutions were adopted.-at-a meeting of the:Southold Town Planning.Board on October 5, 2020: WHEREAS, this amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 604 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, submitted an.Amended Site Plan Application fee and other information for review; and WHEREAS, on February 10, 2020, the Southold Town,Planning Board determined the i application as complete for review;.and, WHEREAS, on February 10, 2020, the Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6.NYCRR, Part 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 i 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 , h Aare s- v�. ww. wcon oneng mean -- cv - . K � � r � NEW YCRK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION A� T �#eti'�ue�af'�oosy3�r» #t�� e�ian:f. . •SC�IVY��nmyl®ft�ki'S��'E�01iva��'Si�y�rOD1k,��V"9't790 www.dec,ny.gov Docernber• 12,2019 Eastern.Uoaq.bland Kampground" ' Seaie'ir° "Greer pertt;:N '1�1944 RE; Delineation of a portion of the wetlands adjacent to your property,.Eastern Long . Jelmd Xampgrounds(SCTM# 1 O00-40-3-5) Dear Mr. Magnuson, The L'lepartrnent.pf tvironmental orrservation imp{ements Art1cle:-24, which is the::.' Fresh Waiter Wetland.Act; Under.Article 24,the Department.has.iudsdiction over alr .'., -latedfreshwater wetlands-and 100'.feet.landweird ofi those:wetlands Many activities do reg9 :per f.. an atrese'- Don du n these acte��ties.w)thout tl?e iciene t of a lea it this[1�orarhnent'�s a �riolation of Afficle.24 Qf the Erlvironrraentai Donservation LawECL7 aredIYCRF .F'art -00� (the regulations.promulgated:under Article:244) Activitles greater[flan 100 feet from NY,Stateo:reoulated freshwater wetlands would not require an Article 74 penn3t from this Dgparfm,pi #.: r� Y 1' �s, 'x s �:n: 1IQV3�1he�Tud� �.,. for the purposes of delineation the weilland-boundary for a�prop&sed project in the southeast cornier of-the property.The management of tare 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 easy south a d wept of tE}e propos�edrp'(project No otey�r.we#land oft or, adtacent earner. TO the.east of'the project, staff found the regulated freshwater-wetlands.to be-greaten than 200 feet from the property line. As such, staff did'not bother to place any flags to demarcate the boundary. �+� .33e�xar�aus+te�3 Fixtronnxn�ai con"Moon Trartfise� ,:st sae art bovine arm xw` tl eaaa�r t : tfr a W # .�38 we ' e d cfoser: a 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 f he p�oirrts where that smack. . pocket wee.dese4kikyg e . ...... ge r: wetla :frti .p�r ;af `trfii property: .,: . The existing,,legally cleared.campground is located to the_north of the proposed project and here are no regulated freshwater-wetlands within 100 feet of the..project in that location. o A.Alin j activities greater# on 1001bet from regulated`watfands do.not require Article 24 permits from:this Department. The wetlands come closest to#he:project in: the southwestern portion of the protect and.may come close to 100 feet fromthe P RAY Nne Yau shocrld.haul: i of the ganef hags slr Oy, and:lala o a site . plan fx�rfhe protect to confirm the dis tan ce trm s ested ir7 the field, Fflrthe srr�alj ore 0. andPs therefore any regulated actiulty would be even'farthar from the wetland t.?n any site: plan for the prolect,you should show a:Limit of Clearing, Deeding and Ground Disturbance line That�s a work.fine, in that no.work of any kind would take place. . yond that line. if that.I!"is JGG feet or gre. ter f rom.atl of he Wetlend flags Xou.wcuEld:. not new are Ar�Ncfe 24 perrntf�'frorr��th 17epar.men . Sincerdiv Dan Lewis, uF1' C V UILDING DEPARTMENT- Electrical Inspector S L� �OPs�� TOWN OF SOUTHOLD 1 1 2023 T Hall Annex - 54375 Main Road - PO Box 1179 ^+ Southold, New York 11971-0959 teGm Telephone (631) 765-1.802 - FAX (631) 765-9502 wn of sio CI i leshna southoldtownny.gov —seand qt—southoldtownny-aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 11-Dec 2023 Company Name: Woodhollow Contracting, Corp Electrician's Name: Nicholas Gasparo License No.: ME-60139 Elec. email: cshcherbelis@woodhollowdesigns.com Elec. Phone No: 516-827-5916 M I request an email copy of Certificate of Compliance Elec. Address.: 103 School St Lindenshdrst NY 11757 JOB SITE INFORMATION (All Information Required) Name: HNF Resorts LI /Eastern Long Island Kampground C a&o Address: 64500 County Rd 48 Greenport, NY 11944 Cross Street:_ Phone No, -- ---- -- ----- -- - - - - SA/l. IV Mh BIdg.Permit#: a� j R email: searamagiuso Tax Map District: 1000 Section: U0 Block: Lot: 5 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE(Please Print Clearly): 800 AMP Meter Pump 2-400 Amp Switches 4 Main Breaker Panels 20 Sub panels Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑X NO []Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New service[—]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 , 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION y116Ia� %�—:o %d ke. 10"7171 -PERMITM Mdrags: HNF Resorts I-I LLC Eastern Long Island Kampground iSmAtchts 64500 CR 481690 Queen St Outlets Greenport, NY 11944 5 Tax Map ID: 1000-40,03-05 ,GWs 2- Surface H .S H'. 0 Uc Lts 0 Fridge HW olp Pfiakde- 'Fans 0 MinfFr. o W/D 0 Panei Pump Exhaust I :Oven p Sump 0 tierater 1: -Th-tiftr Smokes "PW 0 'GeneratorC> Salt Gen. Water Bond 'GrbDis o .!Carbon "Micro i Lights AeatMwl� -r- -Pucks d ERV 0 1-HAT , P�-, I 3 ,4%V.- 111u, 9 "fritt,Hot DeKurh Transfer 0 Disc .Blower IVIA- -Combo 0 ''Codktop o Minisplit 1-9t)c.,, AC 0 AH 0 .'Hood 0 -PloWe.r o e AMPS )c Awe Used 5 N,ice 60 Sub 00 Amps X ..Have Used Comments 7 E IN —AU Building Department ocv'n r�_z t PROPOSED 2"0 ATER MAIN S of-r-covert � PROPOSED 4"0 WATER MAIN O C =a :1 t:` #1 CU In D A ;.;�-' ' t, N - Ili' r { ----- ^7 I I \ OECK X;:1''•:=`:'1.; DECK I �+, D N W —— � ^; y DECK x DECK ( x :�� : :••.` i I fps 22-7 � � J MP. \ -:•,- i DECK ES ,1 . QkUP SPE S?5 — DECK x 1 T O PAVILLION' Ly:.. :° DECK \ •'� • - �� � � .r°,� -ram .. TO.: - -t. / 7 CAPF 'x / a � � AEC ••�.= Liq a�-- i m\� Cl- .�{ VILLAGE OF P, GREENP - -r: OU .tog '/ / -��=••.�: \ 'y, a \ ra-t t � "o� � - —41 VACANT LAND 15 ` To I // / >::' xoe0�sE_Ix:Ro9 .: ' \\ O�G� / \ / / \ +L,o \ \ rro.oawmerrdm, .;nrc.s..wa.aaxa»smce,� / �©0 \ \ / r,rtNm'Svioao"TC9.trwv. .�m+m'nvumrL amuea.6im i \\ \ \ AA name&:...Naga.o:.es.n>.mmrw+..:w-,,....i.e. ROP \ \ #.7 tftaaw:pm�e.�.Q m®a—'m' '" rcro�e OS�4gWAT �4AlN � \ � + � rir�+e..o,amama,9m,�+m�.,e.wu.�.a".ore.,'.�,�. o Condon Engineering, P.C. Eastern Long Islan etvrr uNx � _ Drawn by:JJC 1755 Sigsbee Road yQx /p to Mattituck,New York 11952 Camp Grounds SPK1 O O I Date:3-13-2021 (631)298-1986 690 Queen Street (. 00 0 Greenport•New York is. RtSURT RESIDENTIAL(RR)ZONE 14. THE SITE IS SERVICED BY THE GREENPORT SEWER DISTRICT,GREENPORT ELECTRIC AND SUFFOLK COUNTY WATER AUTHORITY_ Water Lines) MUST Be Inspected By The Suffolk County Dept. Of Heatth Services: Call 552-5754, 48 Hours In Advance To Schedule IRVechon(a). ENGINEER'S-CERTIFICATION REQUIRED, SUBMIT P.E.()R R.A. CERTIFICATION FOR INSTALLATION AND CONSTRUCTION". OF a . Srw l�e: Hec h FOR FINAL APPROVAL. ce 46 N �. .•xy o. .' a � mw x t � b Cd pp g . .� #8'iv, _ igv I 1 a4/2[2021.SC.}fS GQMME[ T a ., .r,, 3I15/2021:EaOl[�RE�[ISION& �.5 , . �o�2t/Zo2o1scDHsOMruErr o 9l28/2020 Ti 'Co II tVfis o . � a� �- c 7I22/202Q RE1f;Mm 6/22/202Q SGpkIS COMMENTS c Z � • w A GO S%$f202a$CDIS.COIGIAA S . A ,., �, - .51 26/2020SGDI{S:cOMMENf$..: m REVISIONS o c,. � _ �-� F NE�y � SE.P_ CD_0 .. HEALTH DEPARTMENT APPROVAL STAMP * o r 0- 0 192 /�V\ . FESSIONP�'� ' S.C.T.M.: DIST. 1.000 SEC.40 BLK. 03-LOT-.05 idon Engineering, P.(;. EASTERN LONG ISLAND I KAMPGROUND 1755 Sigsbee Road Mattituck, New York 11952 690 QUEEN STREET OF (631) 298-1986 (631) 298-2651 fax GREENPORT, NY 11944 www.condonengineering.com° OVERALL SANITARY PLAN4 SUBJECT PREMISES "Y MAP schil 1"=600* n of SHEET I OF 2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS DATE 7/23/25 H.S, R-ef. N C-20-0055 The serdage disposal and wate, supply facilities at this location have been inspected aridlor certified by t�is department or other agenc es and found to be satisfactory 3Os ATHAZN PAI, PE.,CHIEF OFFICE OF WASTEWA 17ER MANAGEMENT COMcheck Software Version 4.1.5.1 ;�� :. Envelope Compliance Certific 4 4 Project Information Energy Code: 90.1 (2016)•Standard Project Title: Easterri Long Island Campground-2 Bedroom Cabin Location: Greenpo...New;York Climate zone: .4`a Project Type: New Cohstruction Vertical Glazing/Wall Area: Performance Sim.Specs: 'EnergyPlus 81:0 009(EPVI/ USA_CT_Bridgeport-Sikorsky.Mem.AP.725040 TMY3.epw) Construction Site: Owner/Agent .. Designer/Contractor:- 640 Queen Street Eastern Lprag Island p Camground John).Condon, E.P , - Greenport, NY "-= Condon Engineeririg, 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(.) Perimeter Roof 1:Attic Roof with Wood Joists,[Bldg..Use 1-Motel] 499 49.0 0.0 0.021 0.021 Floor 1:Wood-Framed,[Bldg..Use 1 Motel] 499 30.0 0.0 0.033 0.033 NORTH Exterior Wall 3:Wood-Framed,16"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 1-Motel](b) Window 7:Wood Frame:Operable,Perf.Specs.:Product ID CXW14, 1.0 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) EAST Exterior Wall 2:Wood-Framed,16"o.c.,[Bldg.Use 1-Motel] 224 21.0 0.0 0.062 0.064 Window 3:Wood Frame:Operable,Perf.Specs.:Product ID CW13, 5 0.260 0.31.0 SHGC 0.34,VT 0.57,.[Bldg_Use 1-Motelj(b) Window 4:Wood Frame:Operable,Perf.Specs.:Product ID CX14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) Window 5:Wood Frame:Operable;Perf.Specs.:Product ID CX14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) SOUTH Exterior Wall 1:'Wood-Framed, 16"o.c.,[Bldg.Use 1-Motel] 144 21.0 0.0 . 0.062 0.064 Window 1:Wood Frame:Operable,Perf.Specs.:Product ID CXW14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1 -Motel](b) Window 1 copy 2:Wood Frame:Operable,Perf.Specs.:Product ID 10 — — 0.260 0.310 CXW14,SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) Door 1:Wood,Swinging,[Bldg.Use 1 -Motel] 2 — — 0.300 0.370 Project Title: Eastern Long Island Campground-2 Bedroom.Gabin Report date: 03/05/21 Data filename: C:\Users\Owner\Favorites\ComChecks\2 Bedroom Cottage.cck Page 1 of 10 % Assembly. Gross Area Cavity Cont. Proposed Budget U- / or R-Value R-Value. U-Factor Factor(a) Perimeter /%WEST Exterior Wall 4:Wood-Framed, 16"o.c.,[Bldg.Use 1-Motel] 224 21.0 0.0 0.062 0.064 Window 7:Wood.Frame:Operable,Perf.Specs.:Product ID CW13, 5 — — 0.260 0.310 SHGC 0.34;VT 0.'57;'[Bldg.Use 1-Motel](b) (a)Budget U-factors are used for software-baseline calculations ONLY,and are not code requirements. (b)Fenestration product performance mustbe°.certified:in accordance•with•NFRC and requires supporting.documentation. 'Envelope PA-SSI-- ■ - 66tter than code.., Etn"Veldbe Compliance Statemenf �' Corripliance Statement: The proposed envelope design;represented.in this document is.consistent with the.building plans, specifizatidris,and""other calculations sUbniitted with this permit application:The proposed envelope systems have been designed to meet the 96.1 (2016.)Standard req ' ements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection klist. TO .7 0—Ar-ro-AV-S.e.E;- - ..... ..... .. - Namer-.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 r CABIN #19 Fire Sprinkler Reports for Eastern Long Island Campground A F � YGreenport; New York � E � } -�-zt 4 SSI' APPROVED AS NOTED DATE: 2 Z z B.P.# '7' FEE BY: � � NOTIFY FIRE MARSHAL AT 631-765-1802 Prepared By: FOR THE FOLLOWING INSPECTIONS: John Condon 1. ROUGH INSPECTION Condon Engineering,P.C. 2. COMPLIANCE TESTING 1755 Sigsbee Road 3. FINAL INSPECTION Mattituck,New York 631-298-1986 ALL WORK SHALL COMPLY WITH NYS February 4,2024 CODES AND APPLICABLE NFPA STANDARDS Fire-Fire Sprinkler Hydraulics Calculation Program u Elite Software Development,Inc. Condon Engineering 1 E� Cabin#19 Niattituck, NY 11952 r, :' Page 2 General Project Data Report General Data Project Title: Cabin#19 Project File Name: Cabin 19..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: Maftituck, New York Phone: 631-298-1986 Building Name: Cabin#19 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: 91.51 gpm Calculated Inflow Residual Pressure: 53.77 psi Available Residual Pressure At System Flow: 65.92 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.09 gpm/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 19.fiw Monday, February 5, 2024, 11:33 AM r Fire.-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering ft f � Cabin#19; `Mattituck;-NY' 11952�°' __.. fix Fire Sprinkler Input Data �N�acle lnput Data 4$t t .b„ ..=,u.,nro.. ,.�w;,4�..�"r•N,��' 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 7.78 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 2 Sprinkler A 5.60 7.74 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 7.38 11.00 0.00 ---- '0.000 0.0 --- 0.0 0.00 5 Sprinkler A 5.60 7.02 11.00 0.00 -- 0.000 0.0 --- 0.0 0.00 6 Sprinkler A 5.60 7.00 11.00 0.00 --- 0.000 0.0 --- 0.0 0.00 7 No Discharge ---- N/A 7.86 11.00 0.00 --- 0.000 0.0 --- 0.0 0.00 8 No Discharge --- N/A 7.87 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 8.21 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 16.81 -4.00 0.00 -- 0.000 0.0 ---- 0.0 0.00 15 No Discharge ---- N/A 20.64 -4.00 0.00 --- 0.000 0.0 --- 0.0 0.00 16 No Discharge --- N/A 19.08 2.00 0.00 -- 0.000 0.0 --- 0.0 0.00 17 No Discharge -- N/A 25.09 2.00 0.00 --- 0.000 0.0 --- 0.0 0.00 C:\...\Cabin 19.fiw Monday, February 5, 2024, 11:33 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering Jl t - Cabin#19 Mattituck,'NY 11952 r iWit Page 4 Fire Sprinkler Input Data Node Input{Data (cont'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 28.80 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 20 No Discharge ---- N/A 31.68 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 30 No Discharge --- N/A 35.60 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 31 No Discharge ---- N/A 36.87 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 32 No Discharge -- N/A 37.29 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 33 No Discharge ---- N/A 41.37 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 35 No Discharge --- N/A 41.74 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 36 No Discharge --- N/A 44.75 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 37 No Discharge --- N/A 53.46 -4.00 0.00 --- 0.000 0.0 --- 0.0 0.00 40 No Discharge ---- N/A 53.77 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 19.fiw Monday, February 5, 2024, 11:33 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering 'j ' Cabin#19 . _ . Wttituck,NY"-11952' - , . _ _ _ _ Page 5 Fire Sprinkler.Input Data & .aa NOW afip,� „^Y` �'i� ,� v MINOR rWH5t'1 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 i 3 9 BLAZEMASTER CPVC 1.000 0 T 2.50 5.00 7.50 150 4 8 BLAZEMASTER CPVC 1.000 0 E 5.00 7.00 12.00 150 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 1.60 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 2.00b 0 E 2.50 3.50 6.00 120 11 10 BLAZEMASTER CPVC 2.000 0 T 7.50 10.00 17.50 150 12 13 SCHED 40 STEEL BLK 2.000 0 E 15.00 3.50 18.50 120 13 15 SCHED 40 STEEL BLK 2.500 0 2ET 97.00 16.90 113.90 120 15 16 SCHED 40 STEEL BLK 2.000 0 2E 6.00 7.00 13.00 120 16 17 Backflo Prev 6.000 Loss 17 18 SCHED 40 STEEL BLK 2.000 0 2E 7.00 7.00 14.00 120 18 20 SCHED 40 STEEL BLK 2.000 0 T 29.00 7.10 36.10 120 20 30 SCHED 40 STEEL BLK 4.000 0 10E 1190.00 71.00 1261.00 120 30 31 SCHED 40 STEEL BLK 4.000 0 EL 400.00 11.30 411.30 120 31 32 SCHED 40 STEEL BLK 4.000 0 , T 120.00 14.20 134.20 120 32 33 SCHED 40 STEEL BLK 3.000 0 21-T 332.00 17.70 349.70 120 33 35 SCHED 40 STEEL BLK 4.000 0 EL 111.00 11.30 122.30 120 35 36 Backflo Prev 3.000 Loss 36 37 SCHED 40 STEEL BLK 2.000 0 2L 105.00 4.20 109.20 120 37 40 SCHED 40 STEEL BLK 6.000 0 T 712.00 21.40 733.40 120 C:\...\Cabin 19.fiw Monday, February 5, 2024, 11:33 AM Firer Fire Sprinkler Hydraulics Calculation Program -r Elite Software Development,Inc. Condon Engineering Cabin#19 Mattituck,NY 11952 f slBs; Page 6 Fire Sprinkler Output Data Ov+e"r,.aN�Node .Groupngs „ utput DataF 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 -15.62 15.62 0.00 0.00 7.78 2 11 0 -15.58 15.58 0.00 0.00 7.74 0.00012 3 9 0 -15.44 15.44 0.00 0.00 7.60 0.00012 4 8 0 -15.21 15.21 0.00 0.00 7.38 0.00010 5 7 0 -14.83 14.83 0.00 0.00 7.02 0.00008 6 7 0 -14.82 14.82 0.00 0.00 7.00 0.00009 7 5 0 14.83 0.00 0.00 0.00 7.86 -0.00009 7 6 0 14.82 7 8 0 -29.65 8 4 0 15.21 0.00 0.00 0.00 7.87 0.00000 8 7 0 29.65 8 9 0 -44.86 9 3 0 15.44 0.00 0.00 0.00 7.92 0.00000 9 8 , 0 44.86 9 10 0 -60.30 10 9 0 60.30 0.00 0.00 0.00 8.36 0.00000 10 12 0 -91.51 10 11 0 31.21 11 1 0 15.62 0.00 0.00 0.00 8.21 0.00000 11 2 0 15.58 11 10 0 -31.21 12 10 0 91.51 0.00 0.00 0.00 8.84 0.00000 12 13 0 -91.51 13 12 0 91.51 0.00 0.00 0.00 16.81 0.00000 13 15 0 -91.51 15 13 0 91.51 0.00 0.00 0.00 20.64 0.00000 15 16 0 -91.51 16 15 0 91.51 0.00 0.00 0.00 19.08 -0.03843 16 17 0 -91.55 17 16 0 91.55 0.00 0.00 0.00 25.09 0.03843 17 18 0 -91.51 18 17 0 91.51 0.00 0.00 0.00 28.80 0.00000 18 20 0 -91.51 C:\...\Cabin 19.fiw Monday, February 5, 2024, 11:33 AM Fire Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering ! ti3 Cabin#19 Mattituck,NY 11952 Page 7 Fire Sprinkler Output Data Overall ;Node. G.roupingsl Output Data°- onfd) 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 91.51 0.00 0.00 0.00 31.68 0.00000 20 30 0 -91.51 30 20 0 91.51 0.00 0.00 0.00 35.60 0.00000 30 31 0 -91.51 31 30 0 91.51 0.00 0.00 0.00 36.87 0.00000 31 32 0 -91.51 32 31 0 91.51 0.00 0.00 0.00 37.29 0.00000 32 33 0 -91.51 33 32 0 91.51 0.00 0.00 0.00 41.37 0.00000 33 35 0 -91.51 35 33 0 91.51 0.00 0.00, 0.00 41.74 -0.03843 35 36 0 -91.55 36 35 0 91.55 0.00 0.00 0.00 44.75 0.03843 36 37 0 -91.51 37 36 0 91.51 0.00 0.00 0.00 53:46 0.00000 37 40 0 -91.51 40 37 0 91.51 0.00 0.00 -91.51 53.77 C:\...\Cabin 19.fiw Monday, February 5, 2024, 11:33 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering '' Cabin#19 71 Mattituck,NY 11952 r A6.'. 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 (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 5 5.60 11.00 14.83 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 15.21 7.38 1.00 15.21 0.04103 5.00 0.492 8 0.00 11.00 0.00 7.87 1.101 15.21 E 7.00 0.000 BLAZEMASTER CPVC 150 5.13 0 12.00 0.492 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 0.01646 3.00 0.049 9 0.00 11.00 0.00 7.92 2.003 44.86 ----- 0.00 0.000 BLAZEMASTER CPVC 150 4.57 0 3.00 0.049 9 0.00 11.00 0.00 7.92 2.00 0.00 0.02845 5.50 0.441 10 0.00 11.00 0.00 8.36 '2.003 60.30 T 10.00 0.000 BLAZEMASTER CPVC 150 6.14 0 15.50 0.441 11 0.00 11.00 0.00 8.21 2.00 0.00 0.00841 7.50 0.147 10 0.00 11.00 0.00 8.36 2.003 31.21 T 10.00 0.000 BLAZEMASTER CPVC 150 3.18 0 17.50 0.147 1 6.60 11.00 15.62 7.78 1.00 15.62 0.04310 5.00 0.431 11 0.00 11.00 0.00 8.21 1.101 15.62 T 5.00 0.000 BLAZEMASTER CPVC 150 5.26 0 10.00 0.431 2 5.60 11.00 15.58 7.74 1.00 15.58 0.04289 6.00 0.472 11 0.00 11.00 0.00 8.21 1.101 15.58 T 5.00 0.000 BLAZEMASTER CPVC 150 5.25 0 11.00 0.472 10 0.00 11.00 0.00 8.36 2.00 0.00 0.07979 2.50 0.479 12 0.00 11.00 0.00 8.84 2.067 91.51 E 3.50 0.000 SCHED 40 STEEL BLK 120 8.75 0 6.00 0.479 12 0.00 11.00 0.00 8.84 2.00 0.00 0.07979 15.00 1.476 13 0.00 4.00 0.00 16.81 2.067 91.51 E 3.50 6.495 SCHED 40 STEEL BLK 120 8.75 0 18.50 7.971 C:\...\Cabin 19.fiw Monday, February 5, 2024, 11:33 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering Cabin#19 CMj I, Mattituck,NY 1,1952 f, ; . Page 9 Fire Sprinkler Output Data Overall-Pipe Out ut'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) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 13 0.00 -4.00 0.00 16.81 2.50 0.00 0.03358 97.00 3.825 15 0.00 -4.00 0.00 20.64 2.469 91.51 2ET 16.90 0.000 SCHED 40 STEEL BLK 120 6.13 0 113.90 3.825 15 0.00 -4.00 0.00 20.64 2.00 0.00 0.07979 6.00 1.037 16 0.00 2.00 0.00 19.08 2.067 91.51 2E 7.00 -2.598 SCHED 40 STEEL BLK 120 8.75 0 13.00 -1.561 16 Backflo 2.00 19.08 91.55 Prev 17 6.00 psi 2.00 25.09 17 0.00 2.00 0.00 25.09 2.00 0.00 0.07979 7.00 1.117 18 0.00 -4.00 0.00 28.80 2.067 91.51 2E 7.00 2.598 SCHED 40 STEEL BLK 120 8.75 0 14.00 3.715 18 0.00 -4.00 0.00 28.80 2.00 0.00 0.07979 29.00 2.880 20 0.00 -4.00 0.00 31.68 2.067 91.51 T 7.10 0.000 SCHED 40 STEEL BLK 120 8.75 0 36.10 2.880 20 0.00 -4.00 0.00 31.68 4.00 0.00 0.00310 1190.00 3.914 30 0.00 -4.00 0.00 35.60 4.026 91.51 10E 71.00 0.000 SCHED 40 STEEL BLK 120 2.31 0 1261.00 3.914 30 0.00 -4.00 0.00 35.60 4.00 0.00 0.00310 400.00 1.277 31 0.00 -4.00 0.00 36.87 4.026 91.51 EL 11.30 0.000 SCHED 40 STEEL BLK 120 2.31 0 411.30 1.277 31 0.00 -4.00 0.00 36.87 4.00 0.00 0.00310 120.00 0.417 32 0.00 -4.00 0.00 37.29 4.026 91.51 T 14.20 0.000 SCHED 40 STEEL BLK 120 2.31 0 134.20 0.417 32 0.00 -4.00 0.00 37.29 3.00 0.00 0.01166 332.00 4.077 33 0.00 -4.00 0.00 41.37 3,068 91.51 2LT 17.70 0.000 SCHED 40 STEEL BLK 120 3.97 0 349.70 4.077 33 0:00 -4.00 0.00 41.37 4.00 0.00 0.00310 ` 111.00 0.380 35 0.00 -4.00 0.00 41.74 4.026 91.51 EL 11.30 0.000 SCHED 40 STEEL BLK 120 2.31 0 122.30 0.380 35 Backflo -4.00 41.74 91.55 Prev 36 3.00 psi -4.00 44.75 n C:\...\Cabin 19.fiw Monday, February 5, 2024, 11:33 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering r`+' `3 Cabin#19. Mattituck,NY 11952 f"Aaw.% Pa a 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) End. KFactor Discharge Pressure Inside Dia. Elevation Q (gpm) (psi/ft) Fit-Len. PE-(psi) (feet) Velocity Fittings Tot-Len. Node (K) (gpm) (psi) C-Value PT-(psi) (fps) Type-Grp (ft) 36 0.00 -4.00 0.00 44.75 2.00 0.00 0.07979 105.00 8.713 37 0.00 -4.00 0.00 53.46 2.067 91.51 2L 4.20 0.000 SCHED 40 STEEL BLK 120 8.75 0 109.20 8.713 37 0.00 -4.00 0.00 53.46 6.00 0.00 0.00042 712.00 0.309 40 0.00 -4.00 0.00 53.77 6.065 91.51 T 21.40 0.000 SCHED 40 STEEL BLK 120 1.02 0 733.40 0.309 C:\...\Cabin 19.fiw Monday, February 5, 2024, 11:33 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering f ' ` Cabin#19 IVlattituck,'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 Z Density Discharge Node No. Code KFactor(K) (feet) (psi) (ft ) (gpm/ft2) (gpm) 1 A 5.60 11.00 7.78 144.00 0.108 15.62 2 A 5.60 11.00 7.74 144.00 0.108 15.58 3 A 5.60 11.00 7.60 144.00 0.107 15.44 4 A 5.60 11.00 7.38 144.00 0.106 15.21 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 91.51 Totals For All Groups 864.00 0.106 91.51 C:\...\Cabin 19.fiw Monday, February 5, 2024, 11:33 AM Fire-Fire Sprinkler Hydraulics Calculation.Program Elite Software Development,Inc. Condon Engineering R� ' Cabin#19 Mattituck, NY 11952 r;;�s:.> Page;12 Fire-Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: 6 HMD Actual Residual Pressure: 7.00 psi HMD Actual Flow: 14.82 gpm Sprinkler Summary Sprinkler System Type: Wet Specified Area Of Application: 144.00 ft2 Minimum Desired Density: 0.090 gpm/ft2 Application Average Density: 0.635 gpm/ft2 Application Average Area Per Sprinkler: 24.00 ft2 Sprinkler Flow: 91.51 gpm Average Sprinkler Flow: 15.25 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity( In Pipe 10- 12 ) 8.75 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: 0.0067 psi Actual Average Nodal Pressure Imbalance: 0.0021 psi Actual Maximum Nodal Flow Imbalance: 0.0384 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: 2457.86 gal Sprinkler Flow: 91.51 gpm Non-Sprinkler Flow: 0.00 gpm Minimum Required Residual Pressure At System Inflow 53.77 psi Node: Demand Flow At System Inflow Node: 91.61 gpm C:\...\Cabin 19.fiw Monday, February 5, 2024, 11:33 AM Fire-Fire Sprinkler Hydraulics Calculation Program ; Elite Software Development,Inc. Condon Engineering Cabin#19 Mattituck,NY 11952 Page 13 .Fire Sprinkler Output Data Hydraulic.Supply/Deman.d Graph 100 90 80 U 70 66 ) a 60 � s2 U) 5 N 0 0) a 40 30 20 10 0 2 4 6 8 10 12 14 16 18 20 Flowrate(xl00) gpm Supply Curve Data Static Pressure:66 psi Test Residual Pressure: 52 psi Test Flow Rate: 1503 gpm Demand Curve Data Calculated Residual Pressure: 53.77 psi Calculated Flow Rate: 91.51 gpm Excess Available Residual Pressure At Calculated Flow: 12.15 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 15.50 psi C:\...\Cabin 19.fiw Monday, February 5, 2024, 11:33 AM