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HomeMy WebLinkAbout49736-Z hoy��°F SO yo�o Town of Southold * P.O. Box 1179 53095 Main Rd {�COUNr. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46604 Date: 10/22/2025 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. 49736 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 #4 in existing campground as applied for per ZBA#7384 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: 49736 09/09/2025 PLUMBERS CERTIFICATION: Jorge Naranjo 04/04/2025 V IML Aut oriz Signature �o�suFfoc . a TOWN OF SOUTHOLD KcG�� BUILDING DEPARTMENT .x TOWN CLERK'S OFFICE "oy • ,� 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#: 49736 Date: 9/20/2023 Permission is hereby granted to: HNF Resorts LI LLC PO BOX 89 Greenport, NY 11944 To: (cabin #4) legalize "as built" seasonal cabin in existing campground as applied for per ZBA, Planning & SCHD approvals. Replaces BP 46350. At premises located at: 64500 CR 48, Greenport SCTM #473889 Sec/Block/Lot#40.-3-5 Pursuant to application dated 4/14/2021 and approved by the Building Inspector. To expire on 3/2112025. Fees: PERMIT RENEWAL $512.60 Total: $512.60 Building Inspector SOFFo�K TOWN OF SOUTHOLD BUILDING DEPARTMENT y z 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#: 46360 Date: 6/4/2021 Permission is hereby granted to: HNF Resorts LI LLC 690 Queen St Greenport, NY 11944 To: (cabin #4) legalize "as built" seasonal cabin in existing campground as applied for per ZBA, Planning & SCHD approvals. At premises located at: 64600 CR 48, Greenport SCTM #473889 Sec/Block/Lot#40.-3-5 Pursuant to application dated 4/14/2021 and approved by the Building Inspector. To expire on 12/4/2022.. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $975.20 CO-COMMERCIAL $50.00 Total: $1,025.20 Bui ing Inspector 50(/l�ol Town Hall Annex . Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �yCOW(`I,N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: HNF ResortsLl LLC Address: 64500 CR 48 City: Greenport St: NY Zip: 11944 Building Permit#. 49736 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 Basement r Service r Solar Outdoor (✓ 1st Floor Pool r Spa r Renovation r 2nd Floor r Hot Tub r Generator (— Survey 1- Attic r1l, Garage Battery Storage r INVENTORY Service 1 ph r Heat Duplec Recpt 31 Ceiling Fixtures 5 Bath Exhaust Fan 1 Service 3 ph r Hot Water Gas GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors 2 Main Panel 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 4 Inspector Signature: X Date: September 9, 2025 Sean Dev Electrical Inspector sean.devlin(&_town.southold..ny.us 64500CR48Cabin4 Town Hall Annex Telephone(631).765-1802 54375 Main Road ~ P..0'.Box 1179 Southold, NY 11971-U959 0. �r BUILDING DEPARTMENT TOWN OF SOUT14OLD , ; v CERTIFICATION APR 4 2025 Date:_ 04— 0 9— ,OXS Building Permit No. e '�`� 3 6 Owner: O N Y R r?SoAS - La L.I-C (Please print) Plumber: ILO-f (Please print) I certify that the solder-used in the water supply system contains less than 2/10 of 1%o lead. (Flu ers Signature) Sworn to before me this ADVENDIZ TTORHES day of 20 NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01T06231053 Qualified in SUFFOLK County Commission Expires 11/22/2026 Notary Public, County 1 OF SOOT ' TOWN OF SOUTHOLD BOLDING DEPT. o ,��� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ -]' -FIREPLACE & CHIMNEY- '[• I. FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE-VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ev�� � DATE j INSPECTOR OF so GG� lam,/ * # TO OF SOUTHOLD BUILDING DEPT. IOU ��� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: DATE Iq t 12 INSPECTOR I • a SOUTyOlo '* TOWN OF SOUTHOLD EUILDING.DEPT. vo 631-765-1602 ' INSPECT.10N. - [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND , [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE &,CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] 'ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM RKS- hwU, c . �c e i vy via a✓c l 0 lyth& M4 Ot, ID kd 6 DATE hl! INSPECTOR ho��OF 50(/Th°� # TOWN OF SOUT O H LD BUILDING DEPT. � coutmN� 631-765-1802 I NSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION/CAULKING [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR O" [ ] RENTAL REMARKS: y w. zX75ft &� of r r DAT E . — INSPECTORLf- 0U.r.11ef OF SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION/CAULKING [ . ] FRAMING,/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] ' RENTAL REMARKS: nn � l1 DATE lNSPECT0,RlXl,46en- SObjyOlo TOWN OF SOUTHOLD BUILDING DEPT. � 631-765-1802j INSPECTION . [ ] FOUNDATION 1 ST/ 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: v7 l 'WHO' V ' v ® aaw TE INSPECTOR OF SOUTyO� '* TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 P �✓ INSPECTION 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: S q�. � awl✓ _ two 0ATE dY INSPECTOR 'V i 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 neering.com October 14, 2021 E C E U E D OCT 1 9 2021 Mr. Mike Verity BUILDING DEPT. Chief Building Inspector TOWN OF SOUTHOLD Southold Town Building Department 53095 Route 25 P.O. Box 1179 - Southold, New York 11971 Re: Eastern Long Island Camp Ground Cottage Footings-690 Queen Street, Greenport. Permit#s 46347,.'46348, 46349,�6 46351, 46353, 46354, 46355, 46356, 46457,46358, 46359,46360,46361, 46362,46363, 46364, 46365, 46366, 46367 Dear Mr.Verity: inspected the sono tubes footings on the property for the proposed cottagers and:found them - --to-be-installed-in-accordance-with-the-plans-fiiled.,with.the.-Building.Department._The_sono 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� I. c � o �FOA 051684 ��c9 �OFESSION�' , Condon Engineering, Paco New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condonengineering.com V November 25, 2021 V� Q 2p25 Mr. Mike Verity �PR `Z e141- Chief Building Inspector ®evp �®6 Southold Town Building Department �°A�e� � { ®v 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, QF NEWS �`1'�p 05.1684 Thomas P. Walsh,Architect, P.C. , 700 Veterans Memorial Highway,Suite CL-140 Hauppauge, NY 11788 Phone: 631-348-4500 Fax: 631-348-4509 Date:1019124 Town of Southold-Fire Marshal Town Hall Annex 54375 Main Road, P.O. Box 1179, Southold, NY 11971 Subject: Eastern Lang Island Camp Ground, 690'Queen St,Greenport, NY 11944 To whom it may concern, This letter shall serve to,certify that al/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 waterflow 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. Ll C#019767 Congo Condon Engineering, P C New York State Licensed Professional Engineers 631-298- 98S 1756 Sigsbeemnom Fax 631-298-2681 Mottduok, New York 11852 omndonmngineering.opm November 27. 2U24 n DEC — 4 9024 P�� ' � �� K8cK8�eVer�y '�°v .z«� lA Chief Building Inspector Southold Town Building Department 58O85 Route 25 P.{J. Box 1179 Southold, New York 11071 Re: Eastenn'Lnng |m|ond Camp Ground Cottage Footings-GQU C2uaan Street, Gneenport Dear Mr. Verity: | inspected the plumbing in the Pavilion, and cottages#4,#5,#6,#7,#O,#9,#l1,#12,#l8 and#19. The piping was found to be installed as shown on the plans and to have no leakage.The installation was found 10 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 meotG31-288-1088. Yours truly, . 051684 Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condonengineering.com January 31, 2025LLJ F E B - 3 2025 Mr. Mike Verity Chief Building Inspector Southold Town Building Department ':63095 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 NEWT c., A J. C0N�o0�� * cL 2 �2 FD 051684 - . A��FfSSIONP�"� . I ' l OFFICE LOCATION: rjf so MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Telephone: 631765-1938 Southold,NY www.south-oldtowuny.gov October. 22, 2025 PIANNING BOARD OFFICE TOWN OF SOUTHOLD 0 CT 2 2025 Ms. Patricia C. Moore, Esq. _i rj 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, 5YA aXN CWyk M k Brian A. Cummings. Senior Planner cc: Michael Verity, Chief Building Inspector Sean Magnuson, Owner F Job Name: North Fork Cottages&RV Resort . Installing Company: Boss Systems XR750/XRSSO SERIES STANDBY BATTERY POWER CALCULATIONS Standby Current x f� �.. r „ dlarm Cement 01 mA,.. XR1 SO/XR550 Series Control Panel 1 X 174 = 174 1 X 217 - 217 "RelayOutputs'1-2(OM' t: k 30 = 30 Switching Grounds 3 6(ON) 0 X 5 - 0 2 ',•ActmeZones'1'8, 4<:" 1.6 s<. J ... Active Zones 9-10 0 X: 4 - 0 0 X 30 0 2-WireSinokes: ` 0; X 0'1 0 t O X ;0Y }' 0 0 Panel Bell Output(1500 mA max) Aux.powerdewceibii.T mmals7!and11(Othei.than,,keMP s'indLX2Busmodulgs)+, 0„ 0; : 2W-BLX,2WT-BLX Smoke Detectors 0 X 15 = 0 0 X 35 0 263GTECellularCotnrtiumrator :_..: =:. '....: <,:. "1.. X° 20 "•.,-,';,'_;', 'a1;-20:'. 20' ' -20'! 263LTE-FN Cellular Communicator 0 X 6 - 0 0 X 7 = 0 27TBuzzerModule ,,i ;< 630F Remote Fire Command Center 0 X 63 - 0 0 X 92 = 0 7830E Fire command Keypad 0.., ?X 84 s 0 -. .. -d. ...-. r... .. .. 708 Bus Extender 0 X 10 - 0 0 X 10 = -0 710 Bus Spl(tter/Repeater Module. c; - tt n;t :0. .,X::,' •'32_, - 0...,:: .' +.... ;.0... :',%X ._ ':,32`• 0m 711 Zone Expansion Module 0 X 11 = 0 0 X 11 0 ,Active Zone(EOL Installed),;' r 0' X' .16 0 0 X 2r t) 711S Zone Expansion Module 0 X 4.2 = 0 0 X 4.7 = 0 712;8T6ne:4paripionModule ? 17< - -:'0 X '. . 0.. Active Zones(EOL Installed) 0 X 1.6 = 0 0 X 2 _ _ 0 :. „ 7 _ 7144Zone Expansiot'Module =5-,.. : :'" Xa: :7 0 0 X 0 0 Active Zones(EOL Installed) 0 X y 1.6 - 0 0 X 2 = 0 71458,'714-16 Zone Ei pansion M6dule - 0, :•X. 20.. y : t) 0, X.' 20: • . _ 0 Active Zones(EOL Installed) 0 X 1.6 -_ 0 0 X 2, = 0 715 Zone;lxpansitin;Module ,.•. ;','r :. 0 -X. `; ,7 t'0 .,0 X 7 ^>0 a Active Zones(EOL Installed) 0 X 4 - 0 0 X 30 = 0 2-Wire Smokes ".: 0.- X:: O:Y:. 0 X '0.1'.. = 0 715-8,715-16 Zone Expansion Modules 0 X 20 = 0 0 X 20 = 0 ,;-Active,,"Zones-(EOLInstalled) ,`..' 0 X ;•, '„4,.`• s;,_ 0't .0;._ X 30.,:. _ p 2-Wire Smokes 0- X 0.1 - 0 0 X 0.1 - -0 7160_Litput ExpaMionModule..-,,,: i i. ?_ " . r a- j, :•0 . SX ` 73;. >i1e.. 0 4 -'<0 X ::13 p:, Active Form C Relays 0 X = 0 0 X 12 0 717 GraphicAnnunciatorModuIe=?.:r_:.- :.` s 0 X,.: `,10` ",.. 0 `0 X 10 = i 0' Annunciator Outputs 0 X = 0 0 X 1 = 0 734_ - .c�r �..:' ` `tt'e•',0': :.,:.x.,': .40::_ T .O , ? ,..tz. +0 rx �...1.:�,6o:.r, .•Q.., ; Wiegand.InterfaceModule.;;;* Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0 .:AOfIllnCiatOf(ON),'„ "�-;,'.. ,. ;x. - -.0. X _< - 0 :20 ;p•. r 0 :x Proximity Reader 0 X 200 - 0 0 X 200 = 0 736P'P.OPIT•Interface Module; '0' X' 25' -s 0, t 0 ,X, :25 `0:. Radionics Popex,Octopopit,Popits 0 X = 0 0 X = 0 736VV PlexMoilule . > 0 t•X, .. 45 O . : 4. 0 :,, X -4S _ 0 . 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 S0 - 0 0 X 50 - 0 738Zplus 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 A = 0 All four relays active 0 X 138 = 0 0Ox 138 = 0 8655tyleYorZNotificationModule+ i, <': 0 Xc,`; 26'' 0 0 85 0 866 Style W Notification Module 0 X 45 = 0 076 0 867'LX-Big Style'W Not cation Nlo_8ofe: X-`' 30•:" = 4 :<0. 0 .86 869 Dual Style D Initiating Module 0 X 25 = 0 075 0 893A Dual Phone Gne Madule,' 0 ' 0- 50 = 0,; n 0 1100X Wireless Receiver 0 X 25 - 0 035 = 0 110DXHWftelessHig6,PowerReeeiyer: ;;`. ° . . ,r „; :A;, Y,'u 75' 0 0,, 7060/7160 Thinline/7060A Aqualite Keypad 0 X 72 = 0 0 X 87 = 0 7063/Z7631'llinline/7p63A;AqualiteKeypad .r D:.:. X`:, 85'_ _ `; i.0, :0 =X,. 100 .. ;0 7070/7170 Thinline/7070A Aqualite Keypad 0 X 72 0 0 X 87 0 Active Zones(EOL Installed): r :;`, °,,,. ,ri s,`,_.:': .. '0;:< X 1.6.' 0.- ,t rs.0 :.;X 2 :z:` , 0;` 7073/7173 Thinline/7073A Aqualite Keypad 0 X 85 = 0 0 X 100 = 0 Active Zones(EOl Installed)„ 0 0 "'X,,, a 2 0 7872 Graphic Touchscreen Keypad 0 X 145 = 0 0 X 215 = 0 Active.ZoneS(EOL Installed)": .`. 0 X 1.6. = 0 0 X 22 _ 0^. ,.:,. 7873 Graphic Touchscreen Keypad 0 X 143 - 0 0 X 243 0 Active Zones(EOClristalled): _ '.'. 0: X: ::_T.6. - 0 F . '0 X 8860 Graphic Touchscreen Keypad 0 X 300 - 0 0 X 350 = 0 AtixcPotvered Devices ;,< = ='1 z>X'`, 0 :D _ ...., Aux.Powered Devices 0 X - 0 - 0 X = 0 .,. - , 'Aux:Powered Devices R.. 0• X, - ,.. 0 „'X Aux.Powered Devices 0 X = 0 0 X = 0 Aux:Powered.Devices 0 X = 0. `0" X 0 Aux.Powered Devices 0 X = 0 0 X = 0 Aux:Powered Devices ;:„' 0 X y •, 0 0 -X 0 Aux.Powered Devices 0 X - 0 0 X = 0 `Aux.Powered Devices 0° X _ D D X 0 v t •Based on 10%active zones in alarm Total Standby rn 200A (. Total Alaim m/l_ - 534; Required Minimum Alarm Time in minutes `°`�`'` i - _ q ;. ;:��;° 5 Minutes X Total Alarm mA 539 Total Required Alarm Current 44.917 mAh Total Standby mA 200.4 mA Nurn ter,, standby hours needed 24 h `'. Total number of standby mA hours = 4810 mAh - Total regwred`alarm current(rounded)=. t '+ 45 rnAh r Total number of mA hours = 4855 mAh Coritingencyfacfor::^iT + ZO Total number of mAh = 5826 mAh . Corn erE mAh to:Ah' A M7. C r Battery Amp,hours required 6 r .Ah"c c A 1 pf. 6 2 .. s - 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 eval.ated by UL. xR)Sp xRSIR Page 2 of 3 FIELD INSPECTION REPORT DATE COMMENTS ti-F ►v FOUNDATION(1ST) L)J y 6 ------------------------------------ �C FOUNDATION(2ND) z � o C y ROUGH FRAMING& a q PLUMBING vl Vb INSULATION PER N.Y. STATE ENERGY CODE q� vC y FINAL �l ADDITIONAL COMMENTS 2Q C 1dS ?� Ir Z3 7�L�c #e` s kLe- Ire 4� D lob P'6 G o z 41M 150 -I tT I t I C,tric N m I?-- -zr-f P I ctm6 Cer - 4 ,)04,1 l 2 — 3 -2.s I h.s L4-I C e r+ )-.e. U c2�j LF er - Pr UA- . r-. -O z 4 � ox C.5tv y Or ; TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy . Telephone(631) 765-1802 Fax(631) 765-9502 httas://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT r For Office Use Only ! PERMIT NO. Building Inspector: - APR 1 4 2021 �Jf Applications andfiorms must be filled ouf in their entirety;Incomplete F;q';� 7'v"•.:c:r r _. applications will not be accepted Where the AppUcant iS not the owner,an ''��` ; Owner's Authorization form(Page 2j sLhall be completed': Date:4/12/21 01NNER(S)OF PROPERTY UNIT# { Name:HNF RESORTS INC. ScrM#l000-40.-3-5 Physical Address:690_QUEEN STREET,GREENPORT,µNY 11944 µ w_.___..... ...... ......__.._.._.__..._._.__._,__....._ Phone#:631-477-0022 Email:INFO ELIKAMPGROUND.COM Mailing Address:690 QUEEN STREET_, GREENPORT, NY 19944 CONTACT`PERSON. Name:SEAN MAGNUSON Mailing Address:SAME AS ABOVE Phone#:631-953-3899 Email: DESIGN PROFES510NAL:INFORMATION Name:CONDON ENGINEERING Mailing Address:1755 SIGSBEE RD.MATTITUCK NY Phone#:631-298-1986 Email•CONDONENG@OPTONLINE NET CONTRAC70R INFORMATION x M � r � R. � ,, Name:SEE ATTACHED Mailing Address: Phone#: Email: DE5CR1PT101�OF PROPOSED CONSTRUCTION TVIIO BEDROOM CABIN � � � ` ' `" a � <k "k �, ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ [Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? Dyes ®No 1 PROPERTY INFORMATION 4 Existing use of property:TOURIST CAMP Intended use of property:TOURIST CAMP Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR-RESORT%RECREATION this property? ®Yes ❑No IF YES, PROVIDE A COPY. CI,Che&Box Afte-A—ding The ownerJcontractor/design`professional is responsible fob ail drainage and storm water issues as provided°by` ,- Chapter 236 of the Town Code APPLICATION IS HEREBY MADE to the Budding gepartment for the issuance of a Building PeimlE pursuantto the iiptldmg Zone' Ordinance of'the Town of Southold,Suffolk,County New Yotk and other applicable Laws;OrtlmanCes or Regulations;for the construction of buildings -'additions,alferations or for removal or demolition as herein described.The applicant agrees to comply w�th;all applicable laws,ordinances,budding 'housin 'code and regulations and to admit authorized inspectors Dip, in 6uilding(s)foc necessary Ispections.,False statements made hereinare punishable as a Class;A misdemeanor pu►suant to,ection 210 45 of the New York State Penal Law ' Application Submitted By(print name) BAuthorized Agent ❑Owner w_..v.. . r... a e _.W 7. .C�._.._•,W .r w... _.w._.._...., ...a.. w ...e_n...., _. _.._..._. Signature of Applicant: .:.._ ._w-W.,....,.,. .prv.._, ..w.-�.... ,.,... ..._ ._ , _ �.... -...._._...LL �,.... .��.. ...�........ ....... .� ...... / . 1. _,,._��_,. ...__..... STATE OF NEW YORK) CONNIE D.BUNCH Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF ) Qualifled in Suffolk County r, k1le"en /' ' /� Commission Expires April 14,2 tea 7 W /`C.— being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing ontractt)above named, (S)he is the fg��JAl— 06&0'fZ (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 1��ay of Ap=t"-i ,20-r'�—L Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I� SEAN MAGNUSON residing at 825 QUEEN STREET, GREENPORT, NY do hereby authorize EILEEN WINGATE, QUIET MAN STUDIO to apply on my behalf to the Town of Southold Building Department for approval as described herein. 4/13/2021 a�'s Sign re Date A USON Print Owner's Name 2 BOARD MEMBERS Leslie Kanes Weisman,Chairperson ��bf SUUI Sdi thold'Town Hall ypl 53095 Main Road•P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert,Jr. G Q Town Annex/First Floor, Nicholas Planamento I - 54375 Main Road(at Youngs Avenue) yC0(Jj ,N�v Southold,NY 11971 http:/%southoldtownmy.gov RECEIVED ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765=1809•Fax(631)765-9064 A U G 2_ 5 2020 C.G. Souf ld Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 209 2020 ZBA FILE No.:73384SE, NAME OF APPLICANT: EM Resorts Inc PROPERTY,LOCATION: 690 Queen Street, Greenport,NY SCTM No. 1000-40-3-5 SEQRA DETERMINATION: The Southold Town Zoning Board of Appeals declared Lead Agency status for the SEQRA review of.the special exception application and an_uncoordinated review was . conducted. It was determined that..this is an .Unlisted Action Pursuant to State Environmental.Quality Review Act(SEQRA)6 NYCRR,Part 617,as it does not meet any of the thresholds of.a Type 1.Acttona. not does`it meet any of the criteria on the Type H list of actions and-that-the Southold Town Zoning Board of Appeals,pursuant to SEQRA,hereby-made a determination of non-significance_for the proposed action . and.grants a Negative Declaration. SUFFOLK.COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 24, 2020 stating that this application is considered a matter for• local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this,application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. TOWN OF SOUTHOLD PLANNING BOARD: The Planning Board offered comments on this application in their June 24, 2020 memorandum. The Planning Board generally has no objection to the Special Exception and cabin size due to the fact that the existing site and.use thereof received Special Exception approval in 1976 and Site Plan approval in 1976 and 2005. The Planning Board currently has .not endorsed a Site Plan for this proposal and reserves the right to make any necessary changes to the Site Plan after reviewing all proposals thoroughly. PROPERTY FACTS/DESCRIPTION: Subject property consists of 23.61 acres located in the Resort Residential (RR)Zoning District. The property is a campground with both mobile&tent sites currently available. The property is improved with an office/bathroom facility, sites for mobile homes, and tent camping sites. ------- -- ---._.._..... -.....----- ---------- ---—-....------ ----...----------..---- ----....- -------- BASIS OF APPLICATION: Request for Special Exception per Code Section 280-35B(5) and Town Code Article 1, Section 253-1, the applicant is requesting permission to alter the existing Tourist and Page 2,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 Trailer campground by removing twenty(20)tent sites.and constructing twenty(20)seasonal 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# 100040-3-5 VARIANCE RELIEF REOUESTED: 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 cufrent site.plan was approved:in 2006, and:allows for:63 seasonal RV sites, 90 short term:RV/Pop Up sites, and 33 tent sites. The site plan also approves 186 parking spots with an 80-car overflow. The original campground & trailer park came about from a Special Exception permit approval ZBA file#2147 dated July 22, 1976. A Letter of No-Jurisdiction was issued by the New York State Department of.Conservation (NYSDEC). indicating that no permit is required-from the agency, but advised that no construction, disturbance, clearing or sedimentation of any kind may take place within 100 feet of NYS regulated freshwater wetlands without a permit. SPECIAL EXCEPTION: FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6,2020.at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280- 142 and finds: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts..The subject property has legally existed as a tourist camp since 1976 without adverse impacts B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts.No new uses are beingproposed in this application C. That the safety, the health, the welfare,the comfort, the convenience or the order of the town will not be adversely affected by the proposed use and its location. The proposed cabins will meet all county sanitary regulations and will be serviced by Suffolk County Water and Greenport Village Sewer System. The site is readily accessible to fire and police protection. -- --- --------D-.-That-the-use-will-be-in harmony-with-and-promote-the-gener--al-purposes-and--intent of-this-------- — --- - chapter. The cabins will be in compliance with the Town's storm water management code Page 3,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 E. That the use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility, scale and overall appearance. The property is screened from the road, and is adjacent to Moore's Woods. F. That all proposed structures, equipment and material shall be readily accessible,for fire and police protection.The existing unimproved road will be. widened for better fire and police access and the . campground has its own fire emergency plan and fire truck on site G.That the proposal shall comply with the requirements of Chapter.236, Stormwater Management In`making such determination,consideration was also given to: A. The character of the existing and probable development of uses in the district and the peculiar suitability of such district for the location of any of such permitted uses. B. The conservation of property values and the encouragement of the most appropriate uses of land. C. The effect that the location of the proposed use and the location that entrances and exits may have upon the creation or undue increase of vehicular.traffic congestion on public streets,highways or sidewalks to assure the public safety. D. The availability of adequate and proper public or private water supply and-facilities for the treatment;removal or discharge ofsewage,refuse or_other effluent(whether liquid, solid, gaseous or.otherwise)'that may be caused or created by.or as a result of.the use. E. Whether the use or'the materials incidental-thereto.or produced thereby 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. --— ------M--Whether---the-site-Gf-tJie--proposed-use-is-par-titular-ly-suitable-for-such-use.- - ---- --------------------------- N. Whether adequate buffer yards and screening can and will be provided to protect adjacent properties and land uses from possible detrimental impacts of the proposed use. Page 4,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-4O-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 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The area where the proposed cabins are to be located is already cleared for tent camping sites with parking. Due to the size of the property, . and it being adjacent to Moore's Woods,there will be no detrimental effect to the surrounding neighborhood. 2. Town Law 4267-b(3)(b)2 . The benefit sought bythe applicant.carinot be achieved.by some method, feasible for the applicant to pursue, other than an area variance. The proposed cabins are.504 sq.ft. with a 90 sq.ft.covered porch,(total 594 sq.ft.)which is more than the allowable 450 sq.feet.The applicant's agent stated that the applicants.determined that they could not adequality fit the modern day needs of potential campers within the size limits currently permitted by code. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 12%relief from the code.However,this variance is mitigated by the fact that the sites are already cleared for tent camping with prior approvals,the overall square footage for all of the cabins will only be 10,080 square feet of lot coverage over a 23.61-acre property, and that site plan approval by the Planning Board will be required. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and conditions set by this board. 5. Town Law 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 4267-b. Grant of the requested relief is the minimum action necessary and adequate to _ enable the applicant to enjoy the benefit of 20 seasonal rental cabins while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. Page 5,August 20,2020 #7384SE,HNF Resorts,Inc. n, 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 Lehnem 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,Iast 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 mod6, suspend or revoke such approval or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article UV,, Section 280-141.of the Town Code. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as,alterations; extensions, or.demolitions, .are not.authorized under. this application when involving nonconformtties.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 addressed in this action. In the event thaf this.is an approval subject to conditions, the approval shall not be deemed effective until such time that.the foregoing conditions are met,andfa lure to.comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is'de m.inimis 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 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). lite, Leslie Kanes IWeisma Chairperson Approved for filing /- - /2020 BOARD MEMBERS S j Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road •P.O.Box 1179 Patricia Acamporat Southold,NY 1 1 97 1-0959 Eric Dantes G Office Location: 06 Robert Lehnert,Jr. • �O� Town Annex/First Floor, fly' 54375 Main Road(at Youngs Avenue) Nicholas Planamento C�U�,� Southold,IVY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD May 19, 2021 Tel.(631)765-1809•Fax(631)765-9064 c.:�cc� IE �, `J 'Eileen Wingate Quite Mari Studio ' MAY 2 0 2021 2805 West Mill.Road, . :,Matt'ituck,NY 11952 . ., : �'t` s •�< r is<� �; RE: _Request for De.Mini- "Determinat on , Appeal No.73848E,HNF Resorts;Iri`c. 69-wo4een Street;Greenport SCTM No. 1.000407.3-5 Dear Ms. Wingate; I am iri receipt of your correspondence,dated May-:j 1,2Q21,requesting:a de minimus determination in the. above.referenced Zoning Board of Appeals Spectal:Exception Permit and Area Variance decision: In your letter;you request'a de mir�ttr us approval for a Spocial Exception and"Area Variance.to'construct 20 seasonal use cabins whtch:exceed the ma�ttnum square feet m area in accordance with the:Toiwn Code,upon. an existing campground You e�[platn that upon recommendation of the Town's Planning Board,that the revised site plan depYcts a re location of the ca ins in order.to b preserve as many txees as possible; and that the number of cabins liave been reduced to'19. Burthert Or yo.0 tati;d that the cabYn r =locati'oris meet".all zoning requirements pursuant to=Chapter 253'of the Town Code: Based upon the information provided,I have determined that your request is de tniniinus in nature because the changes do not increase the degree of non-conformity,and the.decisi...n continues to follow the general standards governing Special.Exception Uses. Please be advised that'conditions set forth in Appeal No. 7384SE 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 Departrrientand the Planning Department. S' cer y, ��l3 Leslie kanes Weisman Chairperson cc: Michael Verity, Chief Building Inspector Heather Lanza, Planning Director i V. OFFICE LOCATION: � w MAILING ADDRESS: y Town Hall Annex C1F� P.O.Box 1179 !' 54375 State Route 25 Southold, NY 11971, (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone:631 765-1938 www.southoldtownny.gov P. PLANNING BOARD OFFICE .TOAVN,OF SOUTHOLD. u October 6, 2020. Ms. Eileen Wingate 280.5 West Mill,Road: Mattituck,~NY 119521 . Re: Site Plan Approval: Eastern Long Island Kampground Cabins 64500 CR 48','Greenport, SCTM#1000-40.-3-5 Dear Ms. Wingate: The following resolutions were,adopted at-a.meeting of the Southold Town Planning Board on October 5, 2020: WHEREAS, this amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 504 sq.., ft., each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District,..Greenport; and WHEREAS, on December--20,'2019 and January.9, 2020, Eileen Wingate, authorized agent, submitted an Amended,Site-Plan Application for review;.and WHEREAS, on February 5, 2020 and February 7, 2020, Eileen Wingate, authorized agent, submitted an-Amended Site Plan Application fee and other information for review; and WHEREAS, on February 10, 2020, the Southold Town Planning Board determined the application as complete for review; and_: WHEREAS, on February 10, 2020, the Planning Board, pursuant to State Environmental Quality Review Aot (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 :ll 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 M .rvl rh s- www.con onengineenn Val 547u n y e,Rom' a f �'' S31 A` l'tS�`T;S`'3}� i�;;��T�.11 } 4I+;7y. j t E jr s rr F , NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 3�4+�1on � ('N�kidl�#t�'Bureait'of';�toosyislt�.Ft�`tdRt`f �.- - . . :$l`�IVY� Lyt $.3rO:l'8'7C�C7�02diS�T94'"�DO�,�YY"9Y�90 www.dec,ny.gov pecember• 12,2.019 Eastern.Long,.lsland Kamparound` Green r;'NY:14944 RE; Delineation of a portion of the wetlands adjacent to your property,.Eastern Long Island Xampgrounds(5CT1111#1 OOD-4D-3-5� Dear Mr. Magnuson, The Qppartrnent.ofEhvironmental Conservation' mpleme-ntS�Arlicle:,24, which is the Fresh Water Wetland.Act. Under.Article 24,the Department has.lurisdiction over all rutated_freshviratsr wetlands and 100 feet landward of those wetlands Many acttvrties:. wt fort to pe tr - a Este - s'�� �, � �� � Conducting.these activ esm Pipnet fr©m:th►s t is a violation of Article.2a4 of the Environrnerital t�onser�►ation`Law (EC4} and.GNYCRR fart 463 (the:regulations.promulgated finder Article 24j Act,files greater than 100 That from NY,Stata:regulated freshwater wetlands would not require an Arfidle 74 axpermiit from thfs,DepPrtrnenL Y r r 15, 2.0-"9, .fror ti e e su' i s ea r v ore a`" 1 for the purposes of der'ineptin the wetlandboundary for'a-proposed project in the southeast comer of-the property.The management of the f icility is proposing to construct a number of cabins within the wooded-portiori of the lot, around an existing cleared trail, all in the southeast corner of the property. 'Staff investigated the wetlands to the east,south and west of the proposed protect No outer we#land fon or adjacent YR +satiCe� ti ( pfltli corner: To the.eastofthe project, stafffound the regulated freshwater wetlands.to,be greater than 200 feet from the property line. As such, staff did"not bother to place any flags'to dernarcate the boundary. 1k35►YtSAKYLew�gy7y�g;i8?f a"� + ftevirorwr o tx�nsaru�on Tc'te moo , stf'tdJae7nd araapc3f�e:rstaa�t ti t3e m .nr' : eette'> rri ;= ez was closer s'n.tls 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 smaQ pocket-of wrettand.. Staff placed:2.:flags at fir polots where that small odket ca res.:oC ecs �g l ii'n d fr , ..wae.rre 1eet" 'flhe-.. wetiandtdlie:p� e :_... property: " The existing, legally cleared campground is located to the.north of the proposed project and there are no regulated freshwater wetlands within 100 feet of the project in that location. . at lioe.l� .aye- .. - ... met otatt' t� l +vs COMM - t = Agalin;activities greater than.'10.0 feet frorn regulated:wetla i ds.do.'not require Article 24 permits from:tiais Department. The,wetlands come closest to the.project in the southwestern portion of the project and may come close to lo0 feet from She property he Yau ahould h a theWetlan ! surveyed:and placid cirk a site plan t'or the pm�ect to confirm the distances esttrnted �n the field For the small s ttetae r' 1 i ` RtTft 'rJlfXilj +Yf!1eY`��r..3it� ` and there#ore any reguEated:actnr fy would be even farthar from the wetiand On any site Owl for the project you should shnvv a Limit of:Clearing, Grading and Ground - Disturbarice line.That�is a.Wb.rk.line, m..,w no work=of any kind:would take place . be�sond that e. I€t6 t Me.is 100 feet'of greater from al!.of.the�+aetland flags y4u..wrc3uld: not need an Article 24 permit fi re this Depar.:,,0n : Sincer611. Darr Lewis uFFDQ �` BU LDI'NG DEPARTMENT- Electrical Inspector OEC 2023 11. TOWN OF SOUTHOLD '� t ilgF�t�E� Town Hal Annex - 54375 Main Road- PO Box 1179 w �Opart$ Southold, New York 11971-0959 e; .�`� �CbFia o! ``' ` aJelephone (631) 765-1802 - FAX (631) 765-9502 iamesha-southoldtownny.aov — seand(&-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 9❑1 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 ably 0- Address: 64500 County Rd 48 Greenport, NY 11944 Cross Street: Phone No.: ; Bldg.Permit# 41-7 .� email: sean@magnuson.one Tax Map District: 1000 Section: Block: Lot: 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 El 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 M 1 2 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION tiII6Ia4 Crud S1501�ec opt I PERMITV 13C OdwttS: HNF Resorts LI LLC Eastern Long Island Kampground -SW.Itches 64500 CR 4816.90 Queen St Greenport, NY 11944 Outlets 3 Tax Map ID: 1000-40-03-05 _,GKs 4;L .-Surface Sconces .HH s 0 UC Us 0 Tridge HW I-olD AW*94' 1 POOL P 6 n''e",I P 'w ­ ...Fans C) Mini Fr. ump .,:Exhaust Oven 0 SUMP lrengfinr Smokes ..DW 0 '�:Generator L') :e'n. Carbon p IVlicro I GrbDis Lights ,Heat AdLour- --:Pucks o EKV 0 HQTTUBISPA Ina Hot 0 DeH:um 0 Transfer 0 SC Combo �t.00ktop 0 minitplit i-17.)CAsD owmer AC (7 , -AH Z) -Hood 0 Blower 0 -Servite & O ,AmOs xC`Have Used :Sub 00 Amps Used comment E C E P V 2025' Buildi 2 g' P ent� Mn 0?,'i0L1V101d .......... I T ocv m 12 PROPOSED2"0 TER MAIN SAFE-T-COVER x c ROAD N 1-o PROPOSED-4-0 WATER MAIN ® 01 #18 I A v #4 Fc o -n I 114V — m I EC/C :•:,:1"' 1,: 3 CS DECK Culp si DECK I I DECK ES ._ MP 1 caVr sre dzs — DECK r� J PAVlLUM O l I ' -- ,.max �� — n :(•:-�='=/=_ I i ' DECK \ >: m ti 14.9 .N" /\ J - , X NN ?°fig I o V. \"• ' /�a � " 1 t2s 1 'gas I n fIx- m �9 \\ I - r'— --'�% DECK .15 I VILLAGE OF x , _--- -r: GREENPORT \� x - ,, , � -•:__ ..�, ... -.\ ;, � #$ \ � � �:,. .�, � I � . - VACANT LAND -t09 t"�: xiLdi /'vza r•IM13 '•pltZ)P,0SED:`R09DWk1�.: - 0�� W J/ram . � �•-! / / \ •C� \ "" \ / wc..awmN'o.m,6,�.®:o,ra�s..ecsmae.ra.ta.sdm[e� -� r,atism rr@Ss4erdy.Yragpew.�+�o.m�a,.ama.�®a /� m....ammo:..�ceaa�.msw.�e.�mm..aa.,ey,+.x.aaa.ao ROPO �o \ \ #9 umswra+R meb e..tima.an...em•w.aertm.ah m. SrED .� Q^gWiQT MA(N`` \ ` r \ x - Scale: ,'=29-W ��o N Condon Engineering, P.C. Eastern Long Island atak u,� .-- Drawn by:,uC g ' ONCE 1755 Sigsbee Road � /o Camp Grounds SP I x Date:3-13-2021 Matlit(631 New York 11952 O (631)298-1986 690 Queen Street US O Greenport•New York 13. RESORT RESIDENTIAL(RR)ZONE 14. THE SITE IS SERVICED BY THE GREENPORT SEWER DISTRICT,GREENPORT ELECTRIC AND SUFFOLK COUNTY WATER AUTHORITY. F s) MUST Be Inspected By The unty Dept. Of Health ServiceS. -5754, 4.8 Hours In Advance chedule Inspection($). ENGINEER'S CERTIFICATION REQUIRED. SUBMIT P.E.OR R.A. CERTIFICATION FOR INSTALLATION AND CONSTRUCTION OF 0,7 S. ,p /•�s / rrec{�h FOR FINAL APpROMae 00 C !SJ m 4r ~ 4 APR 02 2021 tcom .4 g� � kT: I, RCS •0 � � :"�'� •� '� _ , E 4/2/1SCDHS COMMENTS 4 3/15/2021 CAEIN REVISIONS. SCDHS COMMENTS. U o to� � WR/2020 TOWN COMMENTS It R 7/2?J2020.REV BLb.G o v - o � & a B 6/22/2020 SCDHS COMMENTS 2020 SCDHS COf1AMEl7 S.. q A '' 5/26/2020,SCDHS:G.QMMENTS. CO REVISIONS. a occ .a � � OF NE O HEALTH DEPARTMENT APPROVAL STAMP n W 0 19 2 S.C.T.M.: DIST. 1000 SEC.40 BLK. 0310T.OS SIONP�'� don Engineering, P.C. EASTERN LONG ISLAND KAMPGROUN D 1755 Sigsbee Road 690 QUEEN STREET OF Mattituck, New York 11952 GREENPORT, NY 11944 (631)298-1986 (631) 298-2651 fax g g OVERALL SANITARY PLAN www.condonen ineedn .com SUBJECT PREMISES KEY M.4P SCALE 1'=600' SHEET 1 OF 2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVI(""ES APPROVAL OF CJ' ONSTRUCTED WORKS DATE 7/23/25 H.S. Ref. No, C-20-0055 The sewage disposai and water supply faciiities at this location have been inspected and/or certified by this department or other agencbs and found to be satisfactory )01?�THAN PAI, PE..CHIEF OFFICE OF WASTEWATER MANAGEMENT Q � h COMcheck Software Version 4.1.5.1 Envelope Compliance Certifict � x Project Information Energy Code: 90.1 (2016)Standard Project Title: Eastem Long`Island Campground-2.13edroom Cabin Location:: . - Greenport::New Clmiate:Zone: ...f.. * ; Project Type: ::; ::: New Cohstruction Vertical..Glazing/Wall Area: 10%,: Performance Sim:Specs: EriergyPlt s 8 0 009(EPW: USA_CT_Bridgeport-Sikorsky.Mem.AP.726040 TMY3.epw) Construction Site: Owner/Agen.'t .' .. Designer/Contractor..: �9A Quereri Street d Eastern LQn�lslart Campground John'J. Greenport,:NY Condon Engineenrig,PC 1755 Sigsbee Road Mattituck,NY-11952 631-298AW" Building Area Floor Area. 1-Motel.:Residential 499 . .Envelope Assernblies , _ Assembly :Gross.Area. -'Cav;ty Coot Proposed Budget U- or WValue R-Value U-Factor Factorial Perimeter Roof 1:Attic'Roof with Wood Joists;[Bldg::Use 1-Moteq 499 49.0 0.0 0.021 0:021 Floor 1:Wood-Framed,[Bldg..Use 1-Motel] 499 30.0 0.0 0.033 0.0$3 NORTH Exterior Wall 3:Wood-Framed, 16"o:c.,[Bldg.Use 1-Motel] 144 -21.0 0.0 0.062 .0.064- Wiindow:6:Wood Frame:Operable;Perf.Specs.:Product ID CXW14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) Window 7:Wood Frame:Operable,Perf.Specs.:Product ID CXW14, 10 -- — 0:260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) EAST Exterior Wall 2:Wood-Framed,16"o.c.,(Bldg.Use 1-Motel] 224 21.0 0.0 0.062 0.064 Window.3:Wood Frame:Operable,Perf.Specs.:Product ID CW13, 5 0.260 0.31.0 -SHGC'0:34;V-TD;57i.[Bldg-Use--1---Motel]-(b)- Window 4:Wood Frame:Operable,Perf.Specs.:Product ID CX14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](0) Window 5:Wood Frame:Operable;Perf.Specs.:Product ID CX14, 10 — 0.260 0.310 SHGC 0.34,.VT 0.67,[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-Motet] 2 — — 0.300 0.370 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 1 of 10 Assembly. Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value. U-Factor Factor(.) 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 talcUlati6ris ONLY,and are not code requirements. (b)Fenestration product performance mustbe-certified.in accordance.with-NFRC and requires supporting documentation. Enveldpe " . better than code Envelope Compliance Statement coniplianceStatement: The proposed envelope design,represented,in this,document is.consistent with the.building plans.,_ specifications,and other calculations submitted with thfs permit appl)tation.The proposed envelope systems have been designed to meet the 90.1 (2016)Standard req 'ements in COMcheck Version 4.1.5.1 and to comply with any applicable. mandatory requirements listed in the Inspection klist. :Name:.Title . Date Project Title: Eastern Long Island Campground-2.Bedroom Cabin Report date: 0-8/05/21 Data filename: C:\Users\Owner\Favorites\ComChecks\2 Bedroom Cottage.cck Page 2 of 10 CABIN #4i Fire Sprinkler Re ports for Eastern Long Island Campground' o6 Queen Street. Greenport;'New York OF Noll J. CO 84 �r�\ SSIO k APPROVED AS NOTED DATE-jjqZ B.P.# / j (� FEE BY:—rr2 V d.YV 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 January 31,2024 CODES AND APPLICABLE NFPA STANDARDS r Fire-Fire Sprinkler Hydraulics Calculation Program , Elite Software Development,Inc. Condon Engineering gr!` Cabin#4 Mattituck,NY 11952 ► Page 2 General Project Data Report Y General Data Project Title: Cabin#4 Project File Name: Cabin 4..fiw Designed By: John Condon Date: January 31, 2024 Code Reference: NFPA 13 R Approving Agency: LOCAL JURISDICTION Client Name: Eastern Long Island Campground Phone: Address: 690 Queen Street City, State Zip Code: Greenport, New York Company Name: Condon Engineering, P.C. Representative: John Condon Company Address: 1755 Sigsbee Road City And State: Mattituck, New York Phone: 631-298-1986 Building Name: Cabin#4 Building Owner: Contact at Building: Phone at Building: Address Of Building: 690 Queen Street City, State Zip Code: Greenport, New York Project Data Description Of Hazard: Light Hazard Sprinkler System Type: Wet Design Area Of Water Application: 144 ft2 Maximum Area Per Sprinkler: 144 ft2 Default Sprinkler K-Factor: 5.60 K Default Pipe Material: SCHED 40 STEEL BLK Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Reliable Model: G5-56 Size: 1/2 Temperature Rating: 135 F NONE Water Supply Test Data Source Of Information: SCWA Test Hydrant ID: 825134000 Date Of Test: 1-11-2021 Hydrant Elevation: 0 ft Static Pressure: 66.00 psi Test Flow Rate: 1503.00 gpm Test Residual Pressure: 52.00 psi Calculated System Flow Rate: 91.70 gpm Calculated Inflow Residual Pressure: 52.28 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 4.fiw Wednesday, January 31, 2024, 12:34 PM Fire Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Mattituck,NY 11952 _ {may,' Cabin Page 3,3 Condon Engineering C Fire Sprinkler Input_Data Node AN Data � 4 P 'PIM � � 1° +.l' ra... v r. .�.: w� re ....a V 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 7.80 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 2 Sprinkler A 5.60 7.72 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 3 Sprinkler A 5.60 7.70 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 4 Sprinkler A 5.60 7,46 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 5 Sprinkler A 5.60 7.03 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 6 Sprinkler A 5.60 7.00 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 7 No Discharge ---- N/A 8.11 11.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 8 No Discharge ---- N/A 8.13" 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 9 No Discharge --- N/A 8.19 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 10 No Discharge ---- N/A 8.66 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 11 No Discharge ---- N/A 8.50 11.00 0.00 --- 0.000 0.0 -- 0.0 0.00 12 No Discharge --- N/A 9.14 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 13 No Discharge ---- N/A 16.68 -3.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 15 No Discharge ---- N/A 20.43 -3.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 16 No Discharge --- N/A 18.88 3.00 0.00 0.000 0.0 ---- 0.0 0.00 17 No Discharge ---- N/A 24.89 3.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 4.fiw Wednesday, January 31, 2024, 12:34 PM Fire-Fire Sprinkler,Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering I`•f a Cabin#4 Mattituck,NY 11952 1 r,YY►..' Page 4 Fire Sprinkler Input Data 'RN 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 29.41 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 30 No Discharge ---- N/A 29.92 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 31 No Discharge ---- N/A 31.21 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 32 No Discharge --- N/A 31.62 -4.00 0.00 -- 0.000 0.0 --- 0.0 0.00 33 No Discharge ---- N/A 35.72 -4.00 0.00 --- 0.000 0.0 --- 0.0 0.00 35 No Discharge ---- N/A 37.02 -4.00 0.00 --- 0.000 0.0 --- 0.0 0.00 36 No Discharge --- N/A 43.23 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 37 No Discharge ---- N/A 51.97 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 40 No Discharge --- N/A 52.28 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 4.fiw Wednesday, January 31, 2024, 12:34 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering �� e � Cabin#4 Mattituck,NY 11952 -Page 5 Fire Sprinkler Input Data a " x'�L+4P4°" r d 40, . �, �P�pe �n'putData , fp 4 a s r: '�,: _.., at.. r g : Nominal Nominal Fitting Total CFactor Beg. End. pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 1 11 SCHED 40 STEEL BLK 1.000 0 T 5.00 3.50 8.50 120 2 11 SCHED 40 STEEL BLK 1.000 0 T 6.00 3.50 9.50 120 3 9 SCHED 40 STEEL BLK 1.000 0 T 2.50 3.50 6.00 120 4 8 SCHED 40 STEEL BLK 1.000 0 T 5.00 3.50 8.50 120 5 7 SCHED 40 STEEL BLK 1.000 0 ET 9.50 4.90 14.40 120 6 7 SCHED 40 STEEL BLK 1.000 0 ET 10.00 4.90 14.90 120 7 8 SCHED 40 STEEL BLK 2.000 0 1.50 0.00 1.50 120 8 9 SCHED 40 STEEL BLK 2.000 0 3.00 0.00 3.00 120 9 10 SCHED 40 STEEL BLK 2.000 0 T 5.50 7.10 12.60 120 11 10 SCHED 40 STEEL BLK 2.000 0 T 7.50 7.10 14.60 120 10 12 SCHED 40 STEEL BLK 2.000 0 E 2.50 3.50 6.00 120 12 13 SCHED 40 STEEL BLK 2.000 0 E 15.00 3.50 18.50 120 13 15 SCHED 40 STEEL BLK 2.500 0 E2T 90.00 21.20 111.20 120 15 16 SCHED 40 STEEL BLK 2.000 0 2E 6.00 7.00 13.00 120 16 17 Backflo Prev 6.000 Loss 17 18 SCHED 40 STEEL BLK 2.000 0 2E 7.00 7.00 14.00 120 18 20 SCHED 40 STEEL BLK 2.500 0 T 2.50 8.50 11.00 120 20 30 SCHED 40 STEEL BLK 4.000 0 165.00 0.00 165.00 120 30 31 SCHED 40 STEEL BLK 4.000 0 EL 400.00 11.30 411.30 120 31 32 SCHED 40 STEEL BLK 4.000 0 T 120.00 14.20 134:20 120 32 33 SCHED 40 STEEL BLK 3.000 0 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 6.200 Loss 36 37 SCHED 40 STEEL BLK 2.000 0 2L 105.00 4.20 109.20 120 37 40 SCHED 40 STEEL BLK 6.000 0 T 712.00 21.40 733.40 120 CA...\Cabin 4.fiw Wednesday, January 31, 2024, 12:34 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Mattituck;NY 11952 f+. abig 6 Condon,Engineering C'bi e 6 Fire Sprinkler Output Data „�,r �.:., sib .W'z:�C�+�G'rk'" �,w�'" t:;;.1 OueraIlNode G�rou ,fnrys �� utut Da#a Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure(psi) Node (gpm) 1 11 0 -15.64 15.64 0.00 0.00 7.80 2 11 0 -15.56 15.56 0.00 0.00 7.72 0.00011 - 3 9 0 -15.54 15.54 0.00 0.00 7.70 0.00012 4 8 0 -15.29 15.29 0.00 0.00 7.46 0.00010 5 7 0 -14.85 14.85 0.00 0.00 7.03 0.00007 6 7 0 -14.82 14.82 0.00 0.00 7.00 0.00008 7 5 0 14.85 0.00 0.00 0.00 8.11 -0.00007 7 6 0 14.82 7 8 0 -29.67 8 4 0 15.29 0.00 0.00 0.00 8.13 0.00000 8 7 0 29.67 8 9 0 -44.96 9 3 0 15.54 0.00 0.00 0.00 8.19 0.00000 9 8 0 44.96 9 10 0 -60.50 10 9 0 60.50 0.00 0.00 0.00 8.66 0.00000 10 11 0 31.20 10 12 0 -91.70 11 1 0 15.64 0.00 0.00 0.00 8.50 0.00000 11 2 0 15.56 11 10 0 -31.20 12 10 0 91.70 0.00 0.00 0.00 9.14 0.00000 12 13 0 -91.70 13 12 0 91.70 0.00 0.00 0.00 16.68 0.00000 13 15 0 -91.70 15 13 0 91.70 0.00 0.00 0.00 20.43 0.00000 15 16 0 -91.70 16 15 0 91.70 0.00 0.00 0.00 18.88 -0.03947 16 17 0 -91.74 17 16 0 91.74 0.00 0.00 0.00 24.89 0.03947 17 18 0 -91.70 18 17 0 91.70 0.00 0.00 0.00 29.04 0.00000 18 20 0 -91.70 CA...\Cabin 4.fiw Wednesday, January 31, 2024, 12:34 PM Fire Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering ! C3 Cabin#4 Mattituck, NY 11.952 wfa►_` Page 7 Fire Sprinkler Output Data Oera`IINod'ekGroupin'gs, utputq Data Al 1. y Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure(psi) Node (gpm) 20 18 0 91.70 0.00 0.00 0.00 29.41 0.00000 20 30 0 -91.70 30 20 0 91.70 0.00 0.00 0.00 29.92 0.00000 30 31 0 -91.70 31 30 0 91.70 0.00 0.00 0.00 31.21 0.00000 31 32 0 -91.70 32 31 0 91.70 0.00 0.00 0.00 31.62 0.00000 32 33 0 -91.70 33 32 0 91.70 0.00 0.00 0.00 35.72 0.00000 33 35 0 -91.70 35 33 0 91.70 0.00 0.00 0.00 37.02 -0.03947 35 36 0 -91.74 36 35 0 91.74 0.00 0.00 0.00 43.23 0.03947 36 37 0 -91.70 37 36 0 91.70 0.00 0.00 0.00 51.97 0.00000 37 40 0 -91.70 40 37 0 91.70 0.00 0.00 -91.70 52.28 CA...\Cabin 4.fiw Wednesday, January 31, 2024, 12:34 PM 1 Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering ! }`i Cabin#4 Mattituck, NY 11952 " riiY:.,': Page 8 Fire Sprinkler Output Data Overall Pipe OutputData Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi) End. KFactor Elevation Discharge Pressure Inside Dia. Q (gpm) (psi/ft) Fit-Len. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 5 5.60 11.00 14.85 7.03 1.00 14.85 0.07505 9.50 1.081 7 0.00 11.00 0.00 8.11 1.049 14.85 ET 4.90 0.000 SCHED 40 STEEL BLK 120 5.51 0 14.40 1.081 6 5.60 11.00 14.82 7.00 1.00 14.82 0.07473 10.00 1.113 7 0.00 11.00 0.00 8.11 1.049 14.82 ET 4.90 0.000 SCHED 40 STEEL BLK 120 5.50 0 14.90 1.113 4 5.60 11.00 15.29 7.46 1,00 15.29 0.07921 5.00 0.673 8 0.00 11.00 0.00 8.13 1.049 15.29 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.68 0 8.50 0.673 7 0.00 11.00 0.00 8.11 2.00 0.00 0.00993 1.50 0.015 8 0.00 11.00 0.00 8.13 2.067 29.67 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 2.84 0 1.50 0.015 3 5.60 11.00 15.54 7.70 1.00 15.54 0.08165 2.50 0.490 9 0.00 11.00 0.00 8.19 1.049 15.54 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.77 0 6.00 0.490 8 0.00 11.00 0.00 8.13 2.00 0.00 0.02142 3.00 0.064 9 0.00 11.00 0.00 8.19 2.067 44.96 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 4.30 0 3.00 0.064 9 0.00 11.00 0.00 8.19 2.00 0.00 0.03710 5.50 0.468 10 0.00 11.00 0.00 8.66 2.067 60.50 T 7.10 0.000 SCHED 40 STEEL BLK 120 5.78 0 12.60 0.468 11 0.00 11.00 0.00 8.50 2.00 0.00 0.01090 7.50 0.159 10 0.00 11.00 0.00 8.66 2.067 31.20 T 7.10 0.000 SCHED 40 STEEL BLK 120 2.98 0 14.60 0.159 1 5.60 11.00 15.64 7.80 1.00 15.64 0.08269 5.00 0.702 11 0.00 11.00 0.00 8.50 1.049 15.64 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.81 0 8.50 0.702 2 5.60 11.00 15.56 7.72 1.00 15.56 0.08185 6.00 0.778 11 0.00 11.00 0.00 8.50 1.049 15.56 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.78 0 9.50 0.778 10 0.00 11.00 0.00 8.66 2.00 0.00 0.08010 2.50 0.481 12 0.00 11.00 0.00 9.14 2.067 91.70 E 3.50 0.000 SCHED 40 STEEL BLK 120 8.77 0 6.00 0.481 12 0.00 11.00 0.00 9.14 2.00 0.00 0.08010 15.00 1.482 13 0.00 -3.00 0.00 16.68 2.067 91.70 E• 3.50 6.062 SCHED 40 STEEL BLK 120 8.77 0 18.50 7.544 CA...\Cabin 4.fiw Wednesday, January 31, 2024, 12:34 PM Fire-Fire Sprinkler Hydraulics Calculation Program r t \� Elite Software Development,Inc. Condon Engineering 1% 13 Cabin#4 Mattituck, NY 11952 f Page 9 Fire Sprinkler Output Data - Overall Pipe Outobt Data,(colnt'd) Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. p,F-(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 -3.00 0.00 16.68 2.50 0.00 0.03371 90.00 3.748 15 0.00 -3.00 0.00 20.43 2.469 91.70 E2T 21.20 0.000 SCHED 40 STEEL BLK 120 6.15 0 111.20 3.748 15 0.00 -3.00 0.00 20.43 2.00 0.00 0.08010 6.00 1.041 16 0.00 3.00 0.00 18.88 2.067 91.70 2E 7.00 -2.598 SCHED 40 STEEL BLK 120 8.77 0 13.00 -1.557 16 Backflo 3.00 18.88 91.74 Prev 17 6.00 psi '3.00 24.89 17 0.00 3.00 0.00 24.89 2.00 0.00 0.08010 7.00 1.121 18 0.00 -4.00 0.00 29.04 2.067 91.70 2E 7.00 3.031 SCHED 40 STEEL BLK 120 8.77 0 14.00 4.152 18 0.00 -4.00 0.00 29.04 2.50 0.00 0.03371 2.50 0.371 20 0.00 -4.00 0.00 29.41 2.469 91.70 T 8.50 0.000 SCHED 40 STEEL BLK 120 6.15 0 11.00 0.371 20 0.00 -4.00 0.00 29.41 4.00 0.00 0.00312 165.00 0.514 30 0.00 -4.00 0.00 29.92 4.026 91.70 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 2.31 0 165.00 0.514 30 0.00 -4.00 0.00 29.92 4.00 0.00 0.00312 400.00 1.282 31 0.00 -4.00 0.00 31.21 4.026 91.70 EL 11.30 0.000 SCHED 40 STEEL BLK 120 2.31 0 411.30 1.282 31 0.00 -4.00 0.00 31.21 4.00 0.00 0.00312 120.00 0.418 32 0.00 -4.00 0.00 31.62 4.026 91.70 T 14.20 0.000 SCHED 40 STEEL BLK 120 2.31 0 134.20 0.418 32 0.00 -4.00 0.00 31.62 3.00 0.00 0.01170 332.00 4.093 33 0.00 -4.00 0.00 35.72 3.068 91.70 2LT 17.70 0.000 SCHED 40 STEEL BLK 120 3.98 0 349.70 4.093 33 0.00 -4.00 0.00 35.72 3.00 0.00 0.01170 111.00 1.299 35 0.00 -4.00 0.00 37.02 3.068 91.70 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 3,98 0 111.00 1.299 35 Backflo -4.00 37.02 91.74 Prev 36 6.20 psi -4.00 43.23 CA...\Cabin 4.fiw Wednesday, January 31, 2024, 12:34 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering f �1 Cabin#4 Mattituck,NY 11952 1'jai.'• Page 10 FireSprinkler Output Data .Overall' Pipe Output.Data.(Oghfd) 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) 36 0.00 -4.00 0.00 43.23 2.00 0.00 0.08010 105.00 8.746 37 0.00 -4.00 0.00 51.97 2.067 91.70 2L 4.20 0.000 SCHED 40 STEEL BLK 120 8.77 0 109.20 8.746 37 0.00 -4.00 0.00 51.97 6.00 0.00 0.00042 712.00 0.311 40 0.00 -4.00 0.00 52.28 6.065 91.70 T 21.40 0.000 SCHED 40 STEEL BLK 120 1.02 0 733.40 0.311 CA...\Cabin 4.fiw Wednesday, January 31, 2024, 12:34 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software,Development,Inc. Condon Engineering ;7/ 4 Cabin#4. Mattituck,NY 11952 �;ti�:. 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 7.80 144.00 0.109 15.64 2 A 5.60 11.00 7.72 144.00 0.108 15.56 3 A 5.60 11.00 7.70 144.00 0.108 15.54 4 A 5.60 11.00 7.46 144.00 0.106 15.29 5 A 5.60 11.00 7.03 144.00 0.103 14.85 6 A 5.60 11.00 7.00 144.00 0.103 14.82 Sub Totals For Group A 864.00 0.106 91.70 Totals For All Groups 864.00 0.106 91.70 C:\...\Cabin 4.fiw Wednesday, January 31, 2024, 12:34 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. j l -' Condon Engineering r!_a Cabin#4 r Maftituck,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: 0.637 gpm/ft2 Application Average Area Per Sprinkler: 24.00 ft2 Sprinkler Flow: 91.70 gpm Average Sprinkler Flow: 15.28 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity( In Pipe 10- 12) 8.77 ft/sec Maximum Velocity Pressure( In Pipe 10- 12) 0.52 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0094 psi Actual Average Nodal Pressure Imbalance: 0.0025 psi Actual Maximum Nodal Flow Imbalance: 0.0395 gpm Actual Average Nodal Flow Imbalance: 0.0061 gpm Overall Network Summary Number Of Unique Pipe Sections: 25 Number Of Flowing Sprinklers: 6 Pipe System Water Volume: 1743.07 gal Sprinkler Flow: 91.70 gpm Non-Sprinkler Flow: 0.00 gpm Minimum Required Residual Pressure At System Inflow 62.28 psi Node: Demand Flow At System Inflow Node: 91.70 gpm i C:\...\Cabin 4.fiw Wednesday, January 31, 2024, 12:34 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering �r Cabin#4 Mattituck,NY"11952 Page 13 Fire Sprinkler Output Data Hydr`auhc Supply/Deman.dhGr". h 100 90 80 l 'N 70 66 a 60 � 52 N 50 0) a 40 30 20 10 0 2 4 6 8 10 12 14 16 18 20 Flowrate(x100) gpm Supply Curve Data Static Pressure: 66 psi Test Residual Pressure: 52 psi Test Flow Rate: 1503 gpm Demand Curve Data Calculated Residual Pressure: 52.28 psi Calculated Flow Rate: 91.70 gpm Excess Available Residual Pressure At Calculated Flow: 13.64 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 18.69 psi C:\...\Cabin 4.fiw Wednesday, January 31, 2024, 12:34 PM