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49751-Z
of goUryo`o Town of Southold * * P.O. Box 1179 0 53095 Main Rd �o�*OUN%" Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46617 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. 49751 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 #17 in existing campground as applied for per ZBA#7384SE dated 8/20/2020. The certificate is issued to: HNF Resorts LI LLC 1 Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: C-20-0055 7/23/2025 ELECTRICAL CERTIFICATE: 49751 09/09/2025 PLUMBERS CERTIFICATION: Jorge Naranjo 04/04/2025 A ho z Signature TOWN OF SOUTHOLD �o��g11FF01,��0 , ay BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . SOUTHOLD, NY a0a 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#: 49751 Date: 9/20/2023 Permission is hereby granted to: HNF Resorts LI LLC PO BOX 89 Greenport, NY 11944 To: (cabin #17) legalize "as built" seasonal cabin in existing campground as applied for per ZBA, Planning & SCHD approvals. Replaces BP 46364. 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 3121/2025. Fees: PERMIT RENEWAL $512.60 Total: $512.60 L-Y Building Inspector ao�SUFFQt�, TOWN OF SOUTHOLD BUILDING DEPARTMENT H TOWN CLERK'S OFFICE o • SOUTHOLD, NY 'ygj01� �p�,yW 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#: 46364 Date: 6/4/2021 Permission is hereby granted to: HNF Resorts LI LLC 690 Queen St r Greenport, NY 11944 To: (cabin #17) legalize "as built" seasonal cabin in existing campground as applied for per ZBA, Planning & SCHD approvals. At premises located at: 64500 CR 48, Greenport SCTM #473889 Sec/Block/Lot#40.-3-5 Pursuant to application dated 4/14/2021 and approved by the Building Inspector. To expire on 12/4/2022. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $975.20 CO-COMMERCIAL $50.00 Total: $1,025.20 Bui ng Inspector oF so�ryQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 1 1 97 1-0959 'Q utm 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#: 49751 Section: 40 Block: 3 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: W000dhollow Contr. License No: 60139ME SITE DETAILS Office Use Only Indoor P-11 Basement F Service I— Solar F Outdoor 5 1st Floor (✓.. Pool r Spa (— Renovation F— 2nd Floor I— Hot Tub r Generator I- Survey Attic IFV Garage Battery Storage F— INVENTORY Service 1 ph r Heat Duplec Recpt 22 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 Heat Detectors Disconnect Switches g 4'LED Exit Fixtures Other Equipment: Minisplit, Fridge, 100A Panel Notes: Cabin 17 Inspector Signature: X 1 r Date: September 9, 2025 Sean Devlin .� Electrical Inspector sean.deviini,town.southold.ny.us 64500CR48Cabin17 Town Hall Annex �•`�'' Gy _ Telephone 631 765-1802 54375 Main Road ;; �t P P.O:Box,1. 179 t Southold,NY 11971-0959: ni BUILDING DEPARTMENT TOWN OF SOUTHOLD APR 4 2025 CERTIFICATION Date: Building Permit No. Owner: }� �1 ISs �.-� �'L,c (Please print) Plumber: Ors 6\"\ �q (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I%lead. (P1uV'&4 Signature) Sworn to before me this u ADVENDIZO TOR ES . day o 20 2 NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01TO6231053 Qualified in SUFFOLIC County Commission Expires 11/22/2026 Notary Public, c* County 1 ho�aof SOUIyo� * f TOWN OF SOUTHOLD BUILDING DEPT. courm1 631-765-1802 -W 6 qq1,6 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [/IFINAL�fL4'Sq✓�rA000- NSULATION/CAULKING [ ] FRAMING /STRAPPING [ Cikktry [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l ���� hoes Lowl��kov\- T"ve.." --kP4 (00 -rl�4 pl, G� DATE y INSPECTOR pF SOUIyO� f # TOWN OF SOUTHOLD BUILDING DEPT. om��i� 631-765-1802 fA,6 1 1 f 7 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 G INSPECTOR � � -�DE w r t z• � �,' � rti , �Q.UND TION •A TE L ,kNq ,. .. W � F�fUN.DAT[t�[U `'�[�[� . � _ [��U [ ,FIREP'LA E ti [ [ B[ EY F[RE SAF9TY IN$PE,CTI N ; VIA Il��[ TA[�T,C �+[STR[.6CT[t1N . [. . PInRES[STANT P�NERITtN, . �: ��.;� ��LE�TR[��AL ( gJl1C���,. �_- �" ] ` E���TFt[CA� Ff�1[A► } E % OWN {{(/ a {��{r of ® T.A, .. .': i —r;o;, R [ a &� °9 � t �� hry vies+'• 9 n ..,.. � � j� } r h t J b t; + r. j i mE+ i v f a 50UTyOlo # TOWN OF SOUTHOLD BUILDING DEPT. coum 631-765-1302 I NSPEC [ ] FOUNDATION 1 ST/ 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• � � �Rrnc v�� a✓c v l � . i lv b DATE ZD INSPECTOR -)9w OF 50(/Ty°6 D # TOWN OF SOUTHOLD BUILDING DEPT. e/ 631-765-1802 (�o( lp I N'SP'ECTIOIN , [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION/CAULKING [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR [ ] RENTAL REMARKS: to t < D - C/o I tic f Y y wz)J- eAdmfl of r r 04 TE - '"� Y INSPECTOR OF SOGTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. YOOUMV N�` 631-765-18012 (� INSPECTION , . [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] "FINAL ATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] ' RENTAL REMARKS: k(o of DATE INS PECTOR SOUIyo� * # TOWN OF SOUTHOLD BUILDING DEPT. °� "coum 631-765-1802 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: T l "v6ft (i�IQL ot"A4X. A S� 2T�Eb INSPECTOR SO(/TyO TOWN OF SOUTHOLD BUDDING DEPT. "loum 631-765-1802 INSPECTION pf� FOUNDATION 1ST/ REBAR ROUG G D [ ] 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 eav awollt/ _ Od WL A�talyok , �D DATE INSPECTOR ti Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,.New York 11952 Fax 631-298-2651 condonengi neering.com October 14, 2021 C E V E D OCT 1 9 2021 Mr. Mike Verity BUILDING DEPT. Chief Building Inspector TOWN of soUTHOLD Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Eastern Long Island Camp Ground Cottage Footings-690 Queen Street, Greenport. Permit#s 46347, 46348, 46349, 463 51,463531 46354, 46355, 46356, 4:6457,46358, 46359, 46360, 46361, 46362,46363, 46364, 6365, 46366, 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-fled-with the-Building_Department::The-song 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 ohdon, P.E. 0 ZA® 051684 ROFESSION�' Thomas P. Walsh,Architect, P.C. 700 Veterans Memorial Highway, Suite CL-140 Hauppauge, NY 11788 Phone: 631-348-4500 Fax: 631-348-4509 Date:1019124 Town of Southold-Fire Marshal Town Hall Annex 54375 Main Road, P.O. Box 1179, Southold, NY 11971 N 01 Subject: Eastern Long Island Camp Ground, 690 Queen St,Greenport, NY 11944 To whom it may concern, This letter shall serve to certify that all of the units 1-19& the Pavilion were tested at ,2001bs for a period of 2 hours and there was no change in pressure. This test was witnessed by Gregory E.Sulger and Thomas P. Walsh.All of the lines have since been filled with glycol for freeze protection. Therefore, a water flow test cannot be conducted without compromising the system.A manual test was performed on all of the water flow switches.All alarms are active. Very my yours 4 Th as P. LIC#019767 r Condon EnganeeHng, 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 V November 25, 2021 V� Q 2p25 Mr. Mike Verity �P� 2 COX Chief Building Inspector ®eVa 53095 Rout 2 N,& Southold Town 90,00Building Department ��` { P.O. Box 1179 10 Southold, New York 11971 Re: Eastern Long Island Camp Ground Cottages-690 Queen Street, Greenport Dear Mr. Verity: I inspected the framing and strapping installed in the Pavilion,and cottages#1,#2.#3,#4, #5,#6,#7,#8,#9,#10,#11,#12,#13#14,#15,#16,#17,#18 and#19 were found to be installed as shown on the plans. If you have any questions, please call me at 631-298-1986. Yours truly, of NEw? r Pp a ��p 0516 4����� PD E c LS g U E Condon Engineering, P.C. New York State Licensed Professional Engineers U FEB 1 2 2025 1755 Sigsbee Road 631-2988-1986 Mattituck, New York 11952 F&UjjVrr? ®epargrr�ent 21 condonengineering.com T11vn of Southold February 12, 2025 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Eastern Long Island Camp Ground Cottages-690 Queen Street, Greenport Dear Mr. Verity: I inspected the installed insulation at the site.The insulation in the Pavilion,and cottages#1,#4, #5,#6,#7,#8,#9#11 #12,#14,#15,#16,#18 and#19 were found to be installed as shown on the i ' ri - plansCotta rQt3, Q ##hand" 1 7 were �e twin April. -M-i 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, OV-OF N J. ` �0 �O on, P.E. \ C7 7) il �f�� �u� �� J\ �� �n �� 8 07 � ~ _[ � / ���� ��~� c��� �f8� ^ ~' / �� K� k� U \� �� � ,\ [ e / ^ APR �.' '. P0?4t L^' Condon Engineering, P C New York State Licensed Professional Engineers 1755 Sigsbee Road 631'2984986 Mmtt7tuck,'Nem York i1$52 FoxG31'2gQ'2G81 condonmngineerinQ.nom April 5. 2D24 Mr. Mike Verity ' Chief Building Inspector Southold Town Building Department 53O85 Route 25 P.C]. Box 117S Southoid, New York 11971 Re: Eastern Long Island Camp Ground Cottage Footings-690 Queen Street, Greenport Dear Mr. Verity: | inspected the plumbing and insulation in cottages#2,#3,#1C\#13 and#17 The piping was found to be installed as shown on the plans and to have no leakage.The installation was found tobe installed as shown on the plans. To the best of my knowledge the plumbing and insulation were installed in accordance with building code standards. |f you have any questions, please call nnest831-388-198G. Yours truly, -Z7 )I' COA, J. CL- OF Nk- . . North Fork Cottages&RV Resort Job Name: - Installing Company: Boss Systems XR750/XRSSO SERIES STANDBY BATTERY POWER CALCULATIONS Standby Current R -Qty'. mp TotalmA Rty,' , jnA at x t:i.r TotalttiAz XR1 SO/XR550 Series Control Panel - 1 X. 174 = 174 - 1 1 X 217 217 RelayDutputsl2(OM'` 30; n a 0 Oz 0; Switching Grounds 3-6(ON) 0 X 5 0 "0 •X 5 0 ='.AcCrveZHies'1 8' >: '.'" ., '•.'.. .._: t:: _?. 4 , X_: .16 ;_ 6d 1 X :'2, Active Zones 9-10 0 X 4 - 0 0 X 30 = 0 2:Wire Smokes' ` 0„1 X<. ,:01; - 0- ti . . -. . , Panel Bell Output(1500 mA max) - 0 Aux.'power aevic6 on Terminals 7 and 11;(Other than,keyPads and;LX Bu4 iniidt)les) 0>; X.r; 2W-BLX,2WT-BLX Smoke Detectors 0 X 15 = 0 0 X 35 = 0 263LTE'CellularCommunicatorS`,'; .. `' ` = .7.,.. 1 X?, 20.E 9w ;;20 ;1 'X 20 2O 263LTE-FN Cellular Communicator` 0 X 6 - 0- 0 X 7 = 0 277-BuQer Module'. a a ;x t. >,0: X - 5 y 0 t0 X >5'" y O- 630E Remote Fire Command Center 0 X 63 - 0 0 X 92 = 0 7830F,Fre Command Keypad "'< ;r ">> 0; `0 > 'X, 108 :0 o, x sa' .: 708 Bus Extender 0 X 10 - 0 0 X 10 = 0 0 710;Biis 5plitter/Repeater Module,i ' _ 0 , X' 32 ` 0 :• " X 1_ _,.. _. . 711 Zone Expansion Module 0 X 11 = 0 0 X 11 = 0 -Active.Zane(EOL Installe8 0 X` 1.6 0 0 „X ,:2 711S Zone Expansion Module 0 X 4.2 = 0 0 X 4.7 = 0 712-8.Zone Expansion Module;,.,'-..r - >: ;;p. - :rX,'; ;.17; = 0 a. -4 '0. X 17 "0. Active Zones(EOL Installed) 0 X 1.6 - 0 r 0 X 2 = 0 714 Zone'Expansioi-Module = - . _ '- ;.. O.i.,, ,X',<. 7; , 0. 0 aX 7 0 c Active Zones(EOL Installed) 0 X 1.6 - 0 0 X -2 = 0 714 8,714-16 Zone Expansion Module,-." c" ;:` 0 X ;20:1.' ;0. . .:0,:` X .20•., y>. - :... Active Zones(EOL Installed) 0 X 1.6 - 0 0 'X 2 = 0 715'Zone Expansion Module :. a0 X"' 7 Active Zones(EOL Installed) 0 X 4 - 0 0 X 30 = 0 e,2-Wire Smokes -' _.,,,.f ,,.r `, O.._ X,-,. _ - _ - 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-Wife Smokes 0 X 0.1 = 0 0 X 0.1 = 0 716,Outpti(Expansion`Mod6le r ;., %t. , . :.. , .'.: ... 0 :_ X 13;`' c rl, 0, :'0 X 93 Active Form C Relays 0 X _ 0 0 X 12 = 0 717 Graphic Annunciator.Module. ;. :0o ;:X.- 10 = 0 0 ,^X. 10,,. 0'. „ , w... Annunciator Outputs 0 X - 0 - 0 X 1 = 0 734Wiegandintedace:Module ^T,.... ' ".. =s,.,.. .e ',:'.0:,F.,.X ,, 40,`r ia.< 0 ?w :D "X, ` :60,.a ,,., Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 - 0 ;Mnunciator(OM; 0 X : =~i 0 0 X 20, =0' :.- Proximity Reader - 0 X 200 - 0 0 X 200 - 0 736P:POPtTInterfaceModule.°. .;:.-,, ,.. .. ���.. -.`,:.t.v ,0:` ,E,.;X" 25 0. ;k°:0 ';X, '25 - .0.' RadionicsPopex,Octopopit,Popits 0 X - 0 0 X = 0 736VV7,PIex Module' 0 X 45 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 50 - 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 = 0 All four relays active 0 X 138 - 0 0 X 138 = 0 8653tyle,Y,or Notification Module ; 0 0' .0 866 Style W Notification Module 0 X 45 = 0 0 X 76 0 867_LX=BusStyle.W Notification Module' ;I;. ,. :;.,;. Q _ 0. 0' wX 869 Dual Style D Initiating Module 0 X 25 = 0 0 X 75 = 0 893A.DuahPhone Line.Madule,." ... ` : :y` 3;;. p;,; , X' 12. ' ' 0'_` 0 fX `'SU 1100X Wireless Receiver 0 X 25 - 0 0 X 35 = 0 1100XH Wireless High'Power,Re¢ever,.: a Oi`.. . X 75 3 0 i.-. .r 0 > �0 'X 7060/7160 Thinline/7060A Aqualite Keypad 0 X 72 - 0 0 X 87 = 0 7063g163aThiniina/7063AA4tklite:Keypad 0;". 4 7070/7170 Thinline/7070A Aqualite Keypad 0K"Xxi"" 72 = 0 0 X 87 = 0 ActiveZones'(EOL Installed); : _ Q.?.: 1:6' 0 0 :.X :2-,` :0 7073/7173 Thinline/7073A Aqualite Keypad 0 85 - 0 0 X 100 = 0 `Active;Zones(EOL lnstailed),: 0,. 1:6 ,� 7872 Graphic Touchscreen Keypad 0 145 - 0 0 X 215 = 0 ActNe'Zones(EOLlnst6lie ? "07873 Graphic Touchscreen Keypad 0 143 = 0 0 X 243 = 0 Active Zones(EOLlnstalied)->,, ' '': :0' X._•,: 1.6 - 0:, . -, 0 X '"2 0 i 8860 Graphic Touchscreen Keypad 0 X 300 - 0 0 X `350 = 0 Aux:Powered Devices 'r' a 1 ::X.' ;0 0.' '1 X, 300 300,' Aux.Powered Devices 0 X - 0 0 X = 0 `Aux Powered Deices 0, X?'. 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 a.Aux d Pawen Devices .0 1. 0 0 X A Aux.Powered Devices 0 X - 0 0 X - 0 Aux.Povyered.Devices X` 0 ` X 0 _<h •Based on 10%active zones in alarm Total standby inA 2f10A Required Minimum Alarm Time in minutes F1 � 'R M 5 Minutes X Total Alarm mA 539 = Total Required Alarm Current 44.917 mAh Total Standby mA 2004 mA Numbecdfstandby.hoursrieeded 24.h. Total number of standby mA hours = 4810 mAh -` Totalrequlredalarmcutrent(rounded): + 45-mAfi Total number of mA hours = 4855 mAh L` Contingencg fact or• + �5 .a - _. Total number of mAh = M 5826 mAh _.. _.. - 's%?„. 'ConvertmAhto r,•a--^�..�""'-----z-r-•.r--- t. Battery Amphouncrequited > Ah $ 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. xRJ 5o xR5u) Page 2 of OFFICE LOCATION: *Of SO(f j� MAILING ADDRESS: Town Hall Annex �� ®cam P.O. Box;1179 54375 State Route 25 ~ d Southold,NY 11971 (cor.Main Rd. &Youngs Ave.)' Southold,NY N a� Telephone: 631 765-1938 G �Q www.southoldtownny.gov VOW October 22, 2025 PLANNING BOARD OFFICE TOWN OF SOUTHOLDOCT L 2 C�5 °�+ Ms. Patricia C. Moore, Esq. r 0!r-1",r?n^nlrt meat 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, Brian A. Cummings Senior Planner cc: Michael Verity, Chief Building Inspector Sean Magnuson, Owner `-- FIELD INSPECTION REPORT DATE COMMENTS, y, ►o FOUNDATION(IST) �/tH r� ------------------------------------ FOUNDATION(2ND) t� T z 0 ROUGH FRAMING& PLUMBING y W n 1 r INSULATION PER N.Y. H STATE ENERGY CODE o IV lv FINAL ADDITIONAL COMMENTS of c p C 1 aS q o u 3 r2, b y I10 - 4 . s- •Z`f rn Li I W id "s156 i+l o7 n i _-Eltdpic ' tq' 04>14--t- Plnm�oq G � � y x d "1y ��o • cod` TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 https://www.southoldtownny.gov _ Date Received APPLICATION FOR BUILDING PERMIT or Office Use Only APR 4 202 PERMIT NO. Building Inspector: Apphcations and forms must be filled outnm then entirety Incomplete ' `` applications will not be accepted :Where'the Apphcant is not the owner,an 0w0er's Authorization form�(Page 2)shall be completed ` '' Date:4/12/21 3 OWNERS)OF PRQPERTY IJIVITt#,, ..�,.� . ,.f `�k Name:HNF RESORTS INC. SCTM #1000-40.-3-5 Physical Address:690 QUEEN STREET, GREENPORT,_ NY 11944 Phone#:631-477-0022 Email:INFO@ELIKAMPGROUND.COM Mailing Address:690 QUEEN STREET, GREENPORT, NY 19944 1 Name:SEAN MAGNUSON Mailing Address:SAME AS ABOVE Phone#:631-953-3899 Email: DEROFESSIONAL,INFORMATION SIGN P $ a z r z . P.- .�-� s , Name:CONDON ENGINEERING Mailing Address:1755 SIGSBEE RD.MATTITUCK NY Phone# 631-298 1986 Email CONDONENG@OPTONLINE.NET CONTRACTOR INFORMATION: Name:SEE ATTACHED Mailing Address: Phone#: Email: DESC E,,i nOr z ORIP BDt CABIN` ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ®Yes ❑No Will excess fill be removed from premises? ❑Yes ®No 1 4 PROPERTY INFORMATION Existing use of property:TOURIST CAMP Intended use of property:TOURIST CAMP Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR-RESORT/RECREATION this property? ®Yes ❑No IF YES, PROVIDE A COPY. Check aBox After Reading Tftenwner/contractor/design professional is responsible for ail drainage antl storm water issues as provided by Chapter 236 of the Town Code-APPLICAI ION iS HEREBY MADE to the Bu�tding Department for the„issuance of a Building Perm7t parsuant to the Building Zone Ordinance ofthe Town,of Southold,Suffolk,County,New York and other applicable laws,ordinances or Regulations,for the construction of buildings, aadltions,altera0ons or for removal or,demolitionas herein described:The applicant agrees to comply with all applicable laws,'ordinarices,building code, +housing code and regutat►ons and to admit authorized 11nspect p on premises and m building(s)foenecessary inspections False statements made herein are-ti punishable as a Class A misdemearlor pursuant to`Sectlon°210 45 ofstFie New York State penaFtaw" Application Submitted By(print name): / (t BAuthorized Agent ❑Owner Signature of Applicant Date CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF ) Qualified in Suffolk County O D Commission Expires April 14,-2 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contracCl above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this n / �, , Q 1 lam ' , ! L —' d'ay of"::: "`� ,20 4/ 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 er's Sig re Date SEw MA NUSON Print Owner's Name 2 �:•47 BOARD MEMBERS Ur Southold Town Hall Leslie Kanes Weisman,Chairperson. �*�F SO y� 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location. Eric Dantes S Q Town Annex/First Floor, Robert Lehnert,Jr. � 54375 Main Road(at Youngs Avenue) Nicholas Planamento �iY� � Southold,NY 11971 httpJ/southoldtowiiny.gov RE—E'IV ® ZONING BOARD OF`APPEALS TOWN OF SOUTHOLD AUG 2 5 2020 Tel.(63I)7654809•Fax(631)765-9064 • C.G. Bout Wd ToWn Clerk FINDINGS,DELIBERATIONS AND•DETERMINATION MEETING OF AUG10ST 20,2020 ZBA FILE No.:73 84SE NAME OF APPLICANT: 19NF Resorts Inc PROPERTY LOCATION: 690 Queen Street,Greenport,NY SCTM No. 100040-3-5 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.1his is an Unlisted Action pursuant to State Environmental.Quality. Review Act(SEQRA) 6.NYGRR,Part 6.17', as it,dbes n6t.me6t any:of the thresholds of a`Type.1 Action;. not does it meet-any of the.criteria on the Type II list,of actions and thattlie-Southold Town Zoning Board of Appeals,pursuant to SEQRA,hereby inade a determination of non sigtificance 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,a§. 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 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 & ingroun swimming.:pool. The current site:plan was approved in 20.06, and.allows for'63 seasonal RV. sites, 90 short term.RV/Pop Up sites, and 33 tent sites. The site plan also approves 186 parking spots with an 80-car overflow. The original campground& trailer park came about from a Special Exception permit approval ZBA file#2147 dated July 22, 1976. A Letter of No-Jurisdiction was issued by the New York State Department of.Conservation (NYSDEC) indicating that no permit is required.from the agency, but advised that no construction, disturbance,. clearing or sedimentation of any kind may take place within 100 feet of NYS regulated .freshwater wetlands withotit.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--promete-the-gener-al-pur-poses-and-i-ntent-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 truck on site G.That the proposal shall comply with the requirements of Chapter236,Stormwater Management In making such determination,consideration was also given to: A. The character of the existing and probable development of uses in the.district and the peculiar suitability ofsuch 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 onpublic streets,highways or sidewalks to assure the public safety. D. .The availability of adequate and proper public or private water supply and facilities for the treatment;removal or.discharge of sewage,refuse or other effluent-(whether liquid, solid, gaseous or.otherwise)that may be caused or created by or as a result of.the use. E: Whether the use ofthe materials incidental thereto or pioduced 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. 1. Whether a hazard to life, limb or property because of fire,flood, erosion or panic may be created by reason of or as a result of the use or by the structures to be used therefor or by the inaccessibility of the property or structures thereon for the convenient entry and operation of fire and other emergency apparatus or by the undue concentration or assemblage of persons upon such plot. 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-of-the-proposed-use-is-particular-ly-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. j Page 4,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 100040-3-5 O. Whether adequate provision can and will be made for the collection and disposal of stormwater runoff, sewage, refuse and other liquid,solid or gaseous waste which the proposed use will generate. P. Whether the natural characteristics of the site.are such that the proposed use may be introduced there without undue disturbance or disruption of important natural features, systems or processes and without risk of pollution to groundwater'and surface waters on and off the site. AREA VARIANCE: FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on,this application on August 6,2020 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection 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 Q267-b(3)(b)(2). The benefit.sought by the applicant cannot be achieved.by same 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 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. S. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The.applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law $267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the 4pplicant to enjoy the benefit ing of 20 seasonal rental cabins while presery and protecting the character of the neighborhood and the health,safety and welfare of the community. Page 5,'August 20,2020 #7384SE,ENF 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 any provision of this chapter applicable to a special exception. use shall constitute a violation of this chapter. The Zoning Board ofAppeals shall retain jurisdiction.and shall have the right, after a public hearing to modify, suspend or revoke such approval or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article'XXY, 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 nonconformitim.under the zoning code. This.action does not authorize or. condone any current:or future ztse;setback or other feaCure.of the subject property that.may violale the Zoning Code,.other than such uses, setbacks and other feaiures.as are-expressly addressed in Ellis action: . In the event:that this's an approval:subject to conditions, the approval shall not be.deemed.effective''until such time that.the foregoing conditions are met,and failure to comply therewith will render this approval null and void The Board reserves the.right to substitute a similar design that is'de minimis in nature for an alteration: that does not-increase the degree of nonconformity. Pursuant to Chapter 280-146(B).of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been fled with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extensionn-not to exceed three(3)consecutive one(1) year terms. Vote of the Board: Ayes:Members Weisman(Chairperson)Acampora,Dantes,Lehnert,and Planamento (5-0). L Leslie Kafies'Weisma,W'Chairnon - --- Approved for filing Y/-� /2020 — ------ ----------- - ------- ----- BOARD MEMBERS S j Southold Town Hall Leslie Kanes Weisman,Chairperson 0 53095 Main Road•P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Eric Dantes G Office Location: �` • �OQ Town Annex/First Floor, Robert Lehnert,Jr. ��ly 54375 Main Road(at Youngs Avenue) Nicholas Planamento C� INN Southold,NY,11971 http://southoIdtownny.gov ZONI`NG BOARD OF APPEALS r - TOWN OF SOUTHOLD . . c.: I �.May 19, 2021 ;� 12 C u Tel.(631)765-1809•Fax(631)765-9064 Eileen Wingate Quite Man Studio MAY 2 0 2021 .2805 West.Mill:Road: Mattxtuck,:NY 11952 lxlvR,.DING DEPT. RE: Request for r Dd.lVhntmus Deterixiinatioii , Appeal`No 7384SE,)FiNF Resorts%,Inc:. 69.0 Qaeen Street,frreenport '. SCTM No. 1.0004073-5 Dear Ms. Wingate; I am in receipt of your correspondence, dated May 11, 2021, requesting-a de rnifflift determrn&ion in the. above referenced Zonang Board of Appeals.Special Exception Permit'and Area'Vartanc decisan� .-In-your.letter,you request`a de minimtts approval for a Special Exception acid Area Varianee:to construct 20 . seasonal use cab�ris whteh exceed the rilaximutn square feet in.area in' accordanc the:Town Code, on.: exisig. anp Yuelan that :Plain ingan i . p 6e t Board,tha e revised srte plan depicts a re location of the cabins in order.to.preserve as mariy.:lydes as possible;anal that the number of cabins have been reduced to 19 Furthermore,you stated that the cab7rl:re locatrons n eet.all zoning requirernertts pixrsuantao Chapter 253 of the Town Code: Based upon the information provided, I have determined that.your request is de minunus in nature because . the changes do not increase the degree of non-conformity,and the.deeision continues to follow the general r 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.concems. I will instruct the office to send a copy of this letter to the Building Department and the.Planning Department. S' cer y, deslie anes Weisman Chairperson cc: Michael Verity, Chief Building Inspector Heather Lanza, Planning Director OFFICE LOCATION: µl MAILING ADDRESS: Town Hall Annez l F 5 *� P.O.Box 1179 r d .:. !' 54375 State Route 25 ' Southold, NY 11971, (cor.Main Rd. &Y-oungs'AVe,) - Southold,NYy Telephone:631 765-1938 } s � � ` www:SouGholcitownny.gov 4 COIrp� L PLANNING BOARD OFFICIE TON N,OF SQVTI30LD.,. October 6, 2020 Ms. Eileen Wingate 2805 West Mill Road Mattituck•, NY 11952: Re: Site Plan Approval: Eastern Long Island Kampground Cabins 64500 CR 48, Greenport SCTM#1000-40.-3-5 Dear Ms. Wing"ate: 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,,:Green,port; and WHEREAS, on December"-20, 2019 and January.9, 2020, Eileen Wingate, authorized 1 agent, submitted an Amended,SitePlanApplication 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 i WHEREAS, on February, 10, 2020, the Southold Town.Plannin.g Board determined the application as complete for`review; and, WHEREAS, on February 10, 2020, the Planning Board, pursuant to State Environmental Quality Review A(tt (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 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 rin www.con onengineenn UQ f i � 1�4 rVc- X_w. Q �I { r 147- r« di35 `axi �ni .t!* .. r°7 sw <'§C� 4 cr ? 7 a� m - _ 2+ w , ��s . fl ,?e�KpF, J,ta xf. r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION �Y��iy15� s��4ron�,3�lrgt�go www.dewvyry gov 00cernber 12,2019 Eastern.Lorq Island Kampground:. :.:.Green ;' Y.�1 i k4 RE; Delineation of a portion of the wetlands adjacent to your property,:Eastern Long Jaland Xampgrounds(SCTM# 1 DOD-40-3-5) Dear Mr. Magnuson, The Qepartment,.o Environmental Conservation implements-Adit .-le:24,which is the. Fresh Water Wetland.Act. Under Article 24., the Department:'has turisdjotibn over aIF tat�ed fresh�nratier wetlands slid 100 feet landward et'those wetlands _Many activities teGVem Dae :' 'Eanducting these act�urtiesrithout the benefit :a fofn this Department rs a '1 �rigiation of Art}cle.2 of the:ErrviroriteritalortserVation (EtL .and:�NYCRI Part �� . the.regulations prnrnulgateirl:under Article 24) Activitles greater titan 1.0©feet from'-NY;State.reoulated freshwater wetlands would not°require'an Article 24 : .. .-permiit fromihI6,134 artrmnt_ :tom k�Y: .r Y' 201u' ►f:iv' :# vssA for the purposes of derwmation the wetland.boundary for a,proposed proieet:tn the southeast comer pf"the pro erty.The management of the facility 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. StaffthVestlgated the wetlands tiD the east,south ar4d►nteest of the proposed project No other wetland&onn or,adjacept n£ d a [ d 'ji1 ss h, z �`r Nr_ tF ��e�� � .t —. b K OW 66 comer. ' To the.east of'the project, staff found the regulated freshwater-wetlands.for be greater" than 200 feet from the property line.As such, staff did"not bother to place any flags'to derx wcate the boundary. rgeDw �w�,wvn: �tt�r#Q1i117�ti� Cans�rv�tan Trae souk, stef locate .. rttnr' :meta a PM ;; e °lt, n. s location than to the east of the project and staff placed seven flags along the wetland boundary. To the west and southwest of the project, the wetland.moves away from the project;_but there is a small pocket: wetland. Staff placed:.2 Ngs.at thb.po'tntswherethat small-. . .0 tRx, #e es ' po 0 wefiat :fe ;p��t ;asn o Oil k .ri� fi �e= .--.Pro The existing, legally cleared:campgrodnd is located to the riorth of the.proposed project and there are no regulated freshwater wetlands within 100 feet of fhe project in that location. staff. nIGAe: �i .ate. . -_. . t . e1I` btu Again,ac#wit es greater than 100:feet from Tegulateld w+�tlanda do not.requlre Article 24 permits from thrs iepartment The wetlands come closest:to the pro)ectan the southwestern portion of the prgJect an May come.cfose to 104:feet from the pfoperty lme.lfou should:have the wetlantt flag aeyd ac►d per.ors a flan fnr the profect to coh_firrn tIII distances,estimated in the field, Fer the rnali ts _ g {y�$�y{� rtlldsyc�p _ Ito 0 NOW and therefore any regulated activity;woulde evert farther from the;wetiand inn any.sate plan for::#he.prolect:you should show a Limit of Gfeanng; Grading aced Ground Disturbance line. That is a work bne;.-in than no work of any ktrtd would take.place. . beyond:that:Um. If t6 t lute is 1.04�feet car greater#roM al. of#tie wetl ncl#lags you.w outd:: not need an Artie a 24 permit fr�rn t}�is Department : Sincere Dare Lewis SOW/( a� U, NG DEPARTMENT- Electrical Inspector DECCEC 1 1 2023 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 y � vLpFsr Tov� DOPRrl'rnent Southold, New York 11971-0959 �o u`E" Al lephone (631) 765-1802 -FAX (631) 765-9502 O jamesh(c southoldtownny.aov — seand(a--)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11-Dec 2023 Company Name: Woodhollow Contracting, Corp Electrician's Name: Nicholas Gasparo License No.:' ME-60139 Elec. email: cshcherbelis@woodhollowdesigns.com Elec. Phone No: 516-827-5916 [XI I request an email copy of Certificate of Compliance Elec. Address.: 103 School St Lindenshurst NY 11757 JOB SITE INFORMATION (All Information Required) /l� /� Name:; HNF Resorts LI/Eastern Long Island Kampground C,�v� Address: 64500 County Rd 48 Greenport, NY 11944 Cross Street: Phone No.: Bldg.Permit# 4 q -1_ 1_ 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 Z 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 M 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 9)161X fbid 6ISO kc*101(11 IPERMITI# ilq-75-1 -:,,,A4dreSS: HNF Resorts I-I LLG Eastern Long Island Kampground SvvitcheS 64500 CR 48 /690 Queen St Greenport, NY 11944 "Out16 ets :2 �- Tax Map-ID: 1000-40-03-05 ,GFI!ls a - 1-7 Surface ScGriFcifteQ .. I - > UC*,Lts Fridge HW -olP PU,4,9�'F : POOL Fans 6) -Mhupr. v WAD 0 Pan',61 A-urn Exhaust ..Oven o Surnp C). ...'pHeqter Trnsfmr ';Generator 0 Afi"66n. .Smokes ;21, i,.:Sc t 'ie-13ond Carbon Micro GrbD!s 0 -s 'Heat -Tucks 0 ERV 0 WTVTU Intt'=Hdt Transfer 0 D1 Combo 0 Minisplit I- �BloWer �AC 0 AHI 0 'Ji6od 0 -Blower Service Ice, 6o AmTs Have Used )c Sub ./dO :Amps jK,',Have Used Comments rnto. n fl , rff --N LL. k9 U ky U. 71 EA Vi!� i 118.11 Town of Southold x 0CV in SAFE-T-COVER poll) 00 PROPOSED 2"0 ATER MAIN u o PROPOSED 4"0 WATER MAIN v� 0 r m tSt I :" C7 M. — m I K :•I=':`',L- DECK I �; D ty -- ————— IW .s v I DECK x' I .:I' _ -0 izi DECK #16 /. Ii�'J L`..: f DECK I MPi .ES MP \ { :1CUPsnE!ss DECK x 1 r m >!: ;_:;�:: # PAVILLION O ` [ -- — DECK /iit\\� ---- ' K. � /% y7:1x�� .• �� �>iB.,\ •6•, •• .. I 14 1 .ry - JIM all f, x % -r F: . �. fi`Q x' \:::�;c•Y\`'.. T, . lJ \\ J ' .. \o DECK. �' . . /'�9,• l / ":`` :\ r f� �•, •\ i :k:. .___� ;VILLAGE OF " x GREENP=ORT .10 / / ;\"'•::�\ �2� a \\ x ( . - I.� off.•— - , ;; #$ : :_-:r:: �, I VADANT CAND Y. NP ro RSWkOA re / - r / #9apea'" s"wn.m�R�+."sww.r..�..e.v:y x� \X2.1 / R0 SEDq g�yAT J NAIN }� o Scale: ,-=20-°' Condon En ineerin P.C. ° N Drawn �C g 9r Eastern Long Island K�r� to �' 1755 Sigsbee Road Camp Grounds SP-1 x /�O ew York O Date:3-13-2021 Mattit`(631)298-196611952 690 Queen Street p� 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. J ; r e(s) MUST Be Inspected By The. ounty Dept. Of Health Services2,5754, 48 Hours In Advance Schedule Inspecoon(a). ENGINEER'S CERTIFICATION R.EQUIR D. SUBMIT P.E.OR R.A. CERTIFICATION FOR INSTALLATION AND CONSTRUCTION OF FOR FINAL AQFROYA /,•�s G/1� .. f ]GO Al CA .� ,co , ©. nl m g '�` . . w a ' °0 4 ap AP 0.2 2021 x v Ile q Es �V.. "i 0 o 402021 SCDHS COMMENTS q A 5 ,,� ate. 3115/2021..CABIN REVISIONS 1012112020:SCDH8 COMMENTS 9/2W020:T0WN`C0MMENTS.,. o . 4, °'.$ a 7/22/2020:REV BLDGS. 6/22/2020SCDHS:COMMENTS. Cb 6(8/202Q SCDHS,`.COII�MENTS. o A. Z3 M 4 5/26/20208 CDHS:COMMENTS a""i .00 a •Q '� �. REVISIONS CD is . C'to —� �PZE O F NEt�y ��SEP O O HEALTH DEPARTMENT APPROVAL.STAMPCL- r 0 19 2 S.C.T,M.: DIST. 1000 SEC..40 BLK. 03-LOT:05 A��FESS10���"� I radon Engineering, P.C. EASTERN LONG ISLAND 1755 Sigsbee Road KAMPGROUND 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 KEY MAP SCALF 1"=600' SHEET 1 OF 2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS DATE 7/23/25 H.S. Ref. Nc. C-20-0055 The sewage disposai and water supply facilities at this location have been inspected andflor oertified by this department or other agences and found to be sattsfactory Y&WAYHAM PAI. P E-.,CHIEF OFFICE OF WASTEWATER MANAGEMENT COMcheck Software Version 4.1.5.16 , Envelope Compliance Certific Project Information ? Energy Code: 90.1 (2016)'Standard Project Title: Eastern Lorig Island'C'ampground-2 Bedroom Cabin location Greenpart New Yoxk Clirtiate Zone: 4a Project Type: New Cohstruction Vertical..Glazing/Wall Area: :10%:;.•:..:-,:, Performance Sim.-Specs: EnergyPlt s 81°OA09:(EFW. USA Performance TMY3.epw) COn5tn1.-coon Slte: Owner/Agent ` : Designer/Contractor: p'Qu ' Eastern een Street lQn�Island Campground -. 1 of n J.-Condon, P E.. i;reenport,NY Condon Engineering,PC 1755 Sigsbee Road - Mattituck,NY-11952 631-298-1986- Building Area Floot°Area 1-Motel.:Residential 499 Envelope.Assemblies ASsem. Y. Gross Area Cavity Cont. Proposed . Budget U- or' R-Value R Value U-Factor Factor(a) Perimeter Roof 1:Attic'Roof with Wood Joists;[Bldg:.Use 1-Motel] .409 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:64-Wood Frame:Operable;Pert.-Specs.:Product ID CXW14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) Window 7:Wood Frame:Operable,Perf.Specs.:Product ID CXW14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) . EAST Exterior Wall 2:Wood-Framed,16"o.c.,[Bldg.Use 1-Motel] 224 21.0 0.0 0.062 0.064 Window.3:Wood Frame:Operable,Perf.Specs.:Product ID CW13, 5 —. 0:260 0.31.0 SHGG0:34-i-VrD:57;-.[Bidg.-Use-4- Motel]-(b} . . Window 4:Wood Frame:Operable,Perf.Specs.:Product ID CX14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](0) Window 5:Wood Frame:Operable;Perf.Specs.:Product ID CX14, 10 — 0.260 0.310 SHGC O.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 . 0r.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 Brame:Operable,Pert.Specs.:Product ID 10 — — 0.260 0.310 CXW14,SHGC 0.34,VT 0.57,[Bldg"Use 1-Motel](b) Door 1:Wood,Swinging,[Bldg"Use 1-Motel] 2 — — 0.300 0.370 Project Title: Eastern.Long-island Campground-2 Bedroom.Cabin Report date: .03/0521 Data filename: C:\Users\Owner\Favorites\ComChecks\2-Bedroom Cottage.cck Page 1 of 10 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 /j SHGC 0.34;VT 0.57,[Bldg.Use 1-Motel](b) (a)Budget U-factors are used for software baseline•calculations ONLY,and are not code requirements. (b)Fenestration product performance must be-.certified:in.accordanpomith.NFRC and requires supporting-documentation. 7777.. Envelope Compliance Statement Com.plrance Statement. The proposed envelope design..represented in this.document is.consistent with the.building plans, specidtatioris,'and other calculations s(Ufimitted with this permit application:The proposed envelope systems have been designed to meet the 90.1 (2016)Standard req ' ements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection klist. Name. _Title Date'.. Project Title: Eastern Long Island Campground-2.13edeoom Cabin Report date: 03/05/21 Data filename: C:\Users\Owner\Favorites\ComChecks\2 Bedroom Cottage.cck Page 2 of 10 CABIN #17 Fire Sprinkler Reports for }` Eastern�Longlsland Campground V0, h31 OF N I ;I r� � - _ $����°�� APPROVED AS NOTED DATE:Z/Z3 Z P.# 11175 FEE-.&_ By 4;-4.7 1/`�sle-r Prepared By: NOTIFY FIRE MARSHAL AT 631-765-1802 John Condon FOR THE FOLLOWING INSPECTIONS: 1. ROUGH INSPECTION Condon Engineering,P.C.2. COMPLIANCE TESTING 1755 Sigsbee RoadMattituck,New York 3. FINAL INSPECTION 631-298-1986 ALL WORK SHALL COMPLY WITH NYS February 4,2024 CODES AND APPLICABLE NFPA STANDARDS I'I i,tli;jJ. I ,r Firer Fire Sprinkler.Hydraulics Calculation Program w. Elite Software Development,Inc. Condon Engineering F to Cabin#17 Mattituck, NY 11952 Page 2 General Project Data Report General Data Project Title: Cabin#17 Project File Name: Cabin 17..fiw Designed By: John Condon Date: February 4, 2024 Code Reference: NFPA 13 R Approving Agency: LOCAL JURISDICTION Client Name: Eastern Long Island Campground Phone: Address: 690 Queen Street City, State Zip Code: Greenport, New York Company Name: Condon Engineering, P.C. Representative: John Condon Company Address: 1755 Sigsbee Road City And State: Mattituck, New York Phone: 631-298-1986 Building Name: Cabin#17 Building Owner: Contact at Building: Phone at Building: Address Of Building: 690 Queen Street City, State Zip Code: Greenport, New York Project Data Description Of Hazard: Light Hazard Sprinkler System Type: Wet Design Area Of Water Application: 144 ft2 Maximum Area Per Sprinkler: 144 ft2 Default Sprinkler K-Factor: 5.60 K Default Pipe Material: SCHED 40 STEEL BLK Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Reliable Model: G5-56 Size: 1/2 Temperature Rating: 135 F NONE Water Supply Test Data Source Of Information: SCWA Test Hydrant ID: 825134000 Date Of Test: 1-11-2021 Hydrant Elevation: 0 ft Static Pressure: 66.00 psi Test Flow Rate: 1503.00 gpm Test Residual Pressure: 52.00 psi Calculated System Flow Rate: 91.49 gpm Calculated Inflow Residual Pressure: 56.81 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: 25 Number Of Active Pipes: 24 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 6 Number Of Inactive Sprinklers: 0 C:\...\Cabin 17.fiw Monday, February 5, 2024, 11:13 AM Fire-'Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc:. Condon Engineering E3 Cabin#17 Maftituck,NY 11952 Page 3' Fire Sprinkler Input Data ,Node Input Data Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Du KFactor(K) Estimate(psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 1 Sprinkler A 5.60 7.49 11.00 0.00 -- 0,000 0.0 ---- 0.0 0.00 2 Sprinkler A 5.60 7.49 11.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 3 Sprinkler A 5.60 7.83 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 4 Sprinkler A 5.60 7.67 11.00 0.00 --- 0.000 0.0 --- 0.0 0.00 5 Sprinkler A 5.60 7.04 11.00 0.00 -- 0.000 0.0 ---- 0.0 0.00 6 Sprinkler A 5.60 7.00 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 7 No Discharge ---- N/A 7.86 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 8 No Discharge --- N/A 7.88 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 10 No Discharge --- N/A 8.24 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 11 No Discharge ---- N/A 8.38 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 12 No Discharge ---- N/A 9.24 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 13 No Discharge --- N/A 17.21 -4.00 0.00 --- 0.000 0.0 --- 0.0 0.00 15 No Discharge ---- N/A 23.69 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 16 No Discharge --- N/A 22.13 2.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 17 No Discharge ---- N/A 28.14 2.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 18 No Discharge ---- N/A 31.85 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 17.fiw Monday, February 5, 2024, 11:13 AM h Firer Fire Sprinkler Hydraulics Calculation Program. n Elite Software Development,Inc. Condon Engineering /.� 1t Cabin#17: Maltituck;NY..11952 'rJY:.4. 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) 20 No Discharge -- N/A 34.73 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 30 No Discharge ---- N/A 38.64 -4.00 0.00 -- 0.000 0.0 ---- 0.0 0.00 31 No Discharge -- N/A 39.92 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 32 No Discharge --- N/A 40.34 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 33 No Discharge --- N/A 44.41 -4.00 0.00 ---- 0.000 0.0 --- 0.0 0.00 35 No Discharge ---- N/A 44.79 -4.00 0.00 --- 0.000 0.0 --- 0.0 0.00 36 No Discharge ---- N/A 47.80 -4.00 0.00 ---- 0.000 0.0 -- 0.0 0.00 37 No Discharge --- N/A 56.51 -4.00 0.00 -- 0.000 0.0 --- 0.0 0.00 40 No Discharge ---- N/A 56.81 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 17.fiw Monday, February 5, 2024, 11:13 AM Fire Fire Sprinkler Hydraulics Calculation'Program ! N' Elite Software Development,Inc. Condon Engineering Cabin#17 Mattituck,NY 11952 °'- Page 5 Fire Sprinkler Input Data Pipe"�I put-Data Nominal Nominal Fitting Total CFactor Beg. End. pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 1 8 BLAZEMASTER CPVC 1.000 0 T 4.50 5.00 9.50 150 2 8 BLAZEMASTER CPVC 1.000 0 T 4.50 5.00 9.50 150 3 10 BLAZEMASTER CPVC 1.000 0 T 4.50 5.00 9.50 150 4 10 BLAZEMASTER CPVC 1.000 0 E 6.50 7.00 13.50 150 5 7 BLAZEMASTER CPVC 1.000 0 ET 9.00 12.00 21.00 150 6 7 BLAZEMASTER CPVC 1.000 0 ET 10.00 12.00 22.00 150 7 8 BLAZEMASTER CPVC 2.000 0 3.00 0.00 3.00 150 8 11 BLAZEMASTER CPVC 2.000 0 T 7.50 10.00 17.50 150 11 10 BLAZEMASTER CPVC 2.000 0, T 6.50 10.00 16.50 150 11 12 BLAZEMASTER CPVC 2.000 0 E 3.00 11.00 14.00 150 T 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 176.00 16.90 192.90 120 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 12� 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 17.fiw Monday, February 5, 2024; 11:13 AM Fire-Fire Sprinkler Hydraulics Calculation Program : Elite Software Development,Inc. Condon Engineering �} ` t3 Cabin#17 Mattituck,NY 11952 ._ Page 6' Fire Sprinkler Output Data o `:.L s'�. .. ro+'`�.s 3r tta✓-s..z".. s.,r,..!O �.,.,tw':u r x �:to 4y�x. >a ' i'1 "r+. tr a.^J •Y,yt i�uerall iNodeGro�u On s Out ut Data *T °" yk� P �4T��P`?Rf!aR A i �r� 3V Y4�y # tN C yF� i,kl Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure(psi) Node (gpm) 1 8 0 -15.32 15.32 0.00 0.00 7.49 2 8 0 -15.32 15.32 0.00 0.00 7.49 0.00013 3 10 0 -15.67 15.67 0.00 0.00 7.83 0.00015 4 10 0 -15.51 15.51 0.00 0.00 7.67 0.00013 5 7 0 -14.85 14.85 0.00 0.00 7.04 0.00009 6 7 0 -14.82 14.82 0.00 0.00 7.00 0.00011 7 5 0 14.85 0.00 0.00 0.00 7.86 -0.00010 7 6 0 14.82 7 8 0 -29.67 8 1 0 15.32 0.00 0.00 0.00 7.88 0.00000 8 2 0 15.32 8 7 0 29.67 8 11 0 -60.32 10 3 0 15.67 0.00 0.00 0.00 8.24 0.00000 10 4 0 15.51 10 11 0 -31.18 11 8 0 60.32 0.00 0.00 0.00 8.38 0.00000 11 10 0 31.18 11 12 '0 -91.49 12 11 0 91.49 0.00 0.00 0.00 9.24 0.00000 12 13 0 -91.49 13 12 0 91.49 0.00 0.00 0.00 17.21 0.00000 13 15 0 -91.49 15 13 0 91.49 0.00 0.00 0.00 23.69 0.00000 15 16 0 -91.49 16 15 0 91.49 0.00 0.00 0.00 22.13 -0.04906 16 17 0 -91.54 17 16 0 91.54 0.00 0.00 0.00 28.14 0.04906 17 18 0 -91.49 18 17 0 91.49 0.00 0.00 0.00 - 31.85 0.00000 18 20 0 -91.49 20 18 0 91.49 0.00 0.00 0.00 34.73 0.00000 20 30 0 -91.49 C:\...\Cabin 17.fiw Monday, February 5, 2024, 11:13 AM Firer Fire Sprinkler Hydraulics Calculation Program f Elite Software Development,Inc. Condon'Engineering ovam �� Cabin#17 Mattituck, NY "'52 - _ page 7 Fire Sprinkler Output :Data Overall Node Groupings Output Data (confd) Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure(psi) Node(gpm) 30 20 0 91.49 0.00 0.00 0.00 38.64 0.00000 30 31 0 -91.49 31 30 0 91.49 0.00 0.00 0.00 39.92 0.00000 31 32 0 -91.49 32 31 0 91.49 0.00 0,00 0.00 40.34 0.00000 32 33 0 -91.49 33 32 0 91.49 0.00 0.00 0.00 44.41 0.00000 33 35 0 -91.49 35 33 0 91.49 0.00 0.00 0.00 44.79 -0.04906 35 36 0 -91.54 36 35 0 91.54 '0.00 0.00 0.00 47.80 0.04906 36 37 0 -91.49 37 36 0 91.49 0.00 0.00 0.00 56.51 0.00000 37 40 0 -91.49 40 37 0 91.49 0.00 0.00 -91.49 56.81 C:\...\Cabin 17.fiw Monday, February 5, 2024, 11:13 AM Fire-Fire Sprinkler Hydraulics Calculation Program A Elite Software Development,Inc. Condon Engineering � -Cabin#17 Mattituck,NY 11952 at+. 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) (feet) Velocity Fittings Tot-Len. Node (K) (gpm) (psi) C-Value PT-(psi) (fps) Type-Grp (ft) 5 5.60 11.00 14.85 7.04 1.00 14.85 0.03926 9.00 0.824 7 0.00 11.00 0.00 7.86 1.101 14.85 ET 12.00 0.000 BLAZEMASTER CPVC 150 5.01 0 21,00 0.824 6 5.60 11.00 14.82 7.00 1.00 14.82 0.03907 10.00 0.860 7 0.00 11.00 0.00 7.86 1.101 14.82 ET 12.00 0.000 BLAZEMASTER CPVC 150 4.99 0 22.00 0.860 1 5.60 11.00 15.32 7.49 1.00 15.32 0.04158 4.50 0.395 8 0.00 11.00 0.00 7.88 1.101 15.32 T 5.00 0.000 BLAZEMASTER CPVC 150 5.16 0 9.50 0.395 2 5.60 11.00 15.32 7.49 1.00 15.32 0.04158 4.50 0.395 8 0.00 11.00 0.00 7.88 1.101 15.32 T 5.00 0.000 BLAZEMASTER CPVC 150 5.16 0 9.50 0.395 7 0.00 11.00 0.00 7.86 2.00 0.00 0.00766 3.00 0.023 8 0.00 11.00 0.00 7.88 2.003 29.67 ----- 0.00 0.000 BLAZEMASTER CPVC 150 3.02 0 3.00 0.023 3 5.60 11.00 15.67 7.83 1.00 15.67 0.04334 4.50 0.412 10 0.00 11.00 0.00 8.24 1.101 15.67 T 5.00 0.000 BLAZEMASTER CPVC 150 5.28 0 9.50 0.412 4 5.60 11.00 15.51 7.67 1.00 15.51 0.04251 6.50 0.574 10 0.00 11.00 0.00 8.24 1.101 15.51 E 7.00 0.000 BLAZEMASTER CPVC 150 5.23 0 13.50 0.574 8 0.00 11.00 0.00 7.88 2.00 0.00 0.02846 7.50 0.498 11 0.00 11.00 0.00 8.38 2.003 60.32 T 10.00 0.000 BLAZEMASTER CPVC 150 6.14 0 17.50 0.498 11 0.00 11.00 0.00 8.38 2.00 0.00 0.00839 6.50 0.139 10 0.00 11.00 0.00 8.24 2.003 31.18 T 10.00 0.000 BLAZEMASTER CPVC 150 3.17 0 16.50 0.139 11 0.00 11.00 0.00 8.38 2.00 0.00 0.06152 3.00 0.861 12 0.00 11.00 0.00 9.24 2.003 91.49 E 11.00 0.000 BLAZEMASTER CPVC 150 9.32 0 14.00 0.861 12 0.00 11.00 0.00 9.24 2:00 0.00 0.07976 15.00 1.476 13 0.00 -4.00 0.00 17.21 2.067 91.49 E 3.50 6.495 SCHED 40 STEEL BLK 120 8.75 0 18.50 7.971 13 0.00 -4.00 0.00 17.21 2.50 0.00 0.03357 176.00 6.475 15 0.00 -4.00 0.00 23.69 2.469 91.49 2ET 16.90 0.000 SCHED 40 STEEL BLK 120 6.13 0 192.90 6.475 C:\...\Cabin 17.fiw Monday, February 5, 2024, 11:13 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering E Cabin#17 Mattituck, NY 11952 ti1W:`• Page 9 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. pF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 15 0.00 -4.00 0.00 23.69 2.00 0.00 0.07976 6.00 1.037 16 0.00 2.00 0.00 22.13 2.067 91.49 2E 7.00 -2.598 SCHED 40 STEEL BLK 120 8.75 0 13.00 -1.561 16 Backflo 2.00 22.13 91.54 Prev 17 6.00 psi 2.00 28.14 17 0.00 2.00 0.00 28.14 2.00 0.00 0.07976 7.00 1.117 18 0.00 -4.00 0.00 31.85 2.067 91.49 2E 7.00 2.598 SCHED 40 STEEL BLK 120 8.75 0 14.00 3.715 18 0.00 -4.00 0.00 31.85 2.00 0.00 0.07976 29.00 2.879 20 0.00 -4.00 0.00 34.73 2.067 91.49 T 7.10 0.000 SCHED 40 STEEL BLK 120 8.75 0 36.10 2.879 20 0.00 -4.00 0.00 34.73 4.00 0.00 0.00310 1190.00 3.913 30 0.00 -4.00 0.00 38.64 4.026 91.49 10E 71.00 0.000 SCHED 40 STEEL BLK 120 2.31 0 1261.00 3.913 30 0.00 -4.00 0.00 38.64 4.00 0.00 0.00310 400.00 1.276 31 0.00 -4.00 0.00 39.92 4.026 91.49 EL 11.30 0.000 SCHED 40 STEEL BLK 120 2.31 0 411.30 1.276 31 0.00 -4.00 0.00 39.92 4.00 0.00 0.00310 120.00 0.416 32 0.00 -4.00 0.00 40.34 4.026 91.49 T 14.20 0.000 SCHED 40 STEEL BLK 120 2.31 0 134.20 0.416 32 0.00 -4.00 0.00 40.34 3.00 0.00 0.01166 332.00 4.076 33 0.00 -4.00 0.00 44.41 3.068 91.49 2LT 17.70 0.000 SCHED 40 STEEL BLK 120 3.97 0 349.70 4.076 33 0.00 -4.00 0.00 44.41 4.00 0.00 0.00310 111.00 0.379 35 0.00 -4.00 0.00 44.79 4.026 91.49 EL 11.30 0.000 SCHED 40 STEEL BLK 120 2.31 0 122.30_ 0.379 35 Backflo -4.00 44.79 91.54 Prev 36 3.00 psi -4.00 47.80 36 0.00 -4.00 0.00 47.80 2.00 0.00 0.07976 105.00 8.710 37 0.00 -4.00 0.00 56.51 2.067 91.49 2L 4.20 0.000 SCHED 40 STEEL BLK 120 8.75 0 109.20 8.710 C:\...\Cabin 17.fiw Monday, February 5, 2024, 11:13 AM F Fire-Fire Sprinkler'Hydraulics:Calculation Program r' Elite Software Development,Inc., Condon Engineering t= � Cabin#4 Mattituck; NY 11952' Fire Sprinkler. Output,Data Overall Pipe Output Data (c®nt'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) 37 0.00 -4.00 0.00 56.51 6.00 0.00 0.00042 712.00 0.309 40 0.00 -4.00 0.00 56.81 6.065 91.49 T 21,40 0.000 SCHED 40 STEEL BLK 120 1.02 0 733.40 0.309 C:\...\Cabin 17.fiw Monday, February 5, 2024, 11:13 AM [Fire-Fire Sprinkler Hydraulics Calculation Program , ' Elite Software Development;Inc. Condon Engineering . !' "'k Cabin#17 Maftitbck,NY-11952 r , '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 7.49 144.00 0.106 15.32 2 A 5.60 11.00 7.49 144.00 0.106 15.32 3 A 5.60 11.00 7.83 144.00 0.109 15.67 4 A 5.60 11.00 7.67 144.00 0.108 15.51 5 A 5.60 11.00 7.04 144.00 0.103 14.85 6 A 5.60 11.00 7.00 144.00 0.103 14.82 Sub Totals For Group A 864.00 0.106 91.49 Totals For All Groups 864.00 0.106 91.49 C:\...\Cabin 17.fiw Monday, February 5, 2024, 11:13 AM f Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering Cabin#17 IUlattituck, NY 11952 Jill. Page 12 Fire Sprinkler Output Summary7:1 Hydraulically Most Demand ing.Sprinkler Node HMD Sprinkler Node Number: 6 HMD Actual Residual Pressure: 7.00 psi HMD Actual Flow: 14.82 gpm Sprinkler Summary Sprinkler System Type: Wet Specified Area Of Application: 144.00 ft2 Minimum Desired Density: 0.090 gpm/ft2 Application Average Density: 0.635 gpm/ft2 Application Average Area Per Sprinkler: 24.00 ft2 Sprinkler Flow: 91.49 gpm Average Sprinkler Flow: 15.25 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity( In Pipe 11 - 12) 9.32 ft/sec Maximum Velocity Pressure( In Pipe 11 -12) 0.58 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0085 psi Actual Average Nodal Pressure Imbalance: 0.0028 psi Actual Maximum Nodal Flow Imbalance: 0.0491 gpm Actual Average Nodal Flow Imbalance: 0.0079 gpm Overall Network Summary Number Of Unique Pipe Sections: 24 Number Of Flowing Sprinklers: 6 Pipe System Water Volume: 2477.53 gal Sprinkler Flow: 91.49 gpm Non-Sprinkler Flow: 0.00 gpm Minimum Required Residual Pressure At System Inflow 56.81 psi Node: Demand Flow At System Inflow Node: 91.49 gpm C:\...\Cabin 17.fiw Monday, February 5, 2024, 11:13 AM 1 �. Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering �� Cabin#17 Mattituck, NY 11952 %s�►Tw Page 13 Fire Sprinkler Output Data Hydpaulic Supply/Demand Graph-' 100 90 80 _ 70 N , Q 60 L N 52 CO) 50 0) 42 L 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: 56.81 psi Calculated Flow Rate: 91.49 gpm Excess Available Residual Pressure At Calculated Flow: 9.11 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 15.50 psi C:\...\Cabin 17.fiw Monday, February 5, 2024, 11:13 AM