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Home My WebLink About49734-Z �o��,pf SOUI,yo`o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46602 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. 49734 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 #2 in existing campground as applied for per ZBA#7384SE dated 8/20/2020. The certificate is issued to: HNF Resorts LI LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: C-20-0055 7/23/2025 ELECTRICAL CERTIFICATE: 49734 09/09/2025 PLUMBERS CERTIFICATION: Jorge Naranjo 04/04/2025 utho ized i nature � 1 SUFFo�A' TOWN OF SOUTHOLD BUILDING DEPARTMENT x 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#: 49734 Date: 9/20/2023 Permission is hereby granted to: HNF Resorts LI LLC PO BOX 89 Greenport, NY 11944 To: (cabin #2) legalize "as built" seasonal cabin in existing campground as applied for per ZBA, Planning & SCHD approvals. Replaces 46348. At premises located at: 64500 CR 48, Greenport SCTM #473889 Sec/Block/Lot#40.-3-5 Pursuant to application dated 4/1412021' and approved by the Building Inspector. To expire on 3/21/2025. Fees: PERMIT RENEWAL $512.60 Total: $512.60 Building Inspector o�SUFFo�,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE "o • ! SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 46348 Date: 6/4/2021 Permission is hereby granted to: HNF Resorts LI LLC 690 Queen St Greenport, NY 11944 To: (cabin #2) 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 Building nspector o�tpF SO(/j�ol � o Town Hall Annex Telephone(631)765-1802 54375.Main Road P.O.Box 1179 G • Q Southold,NY 1 1 97 1-0959 �Q �yc4UfV m 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#: 49734 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 Service Solar F Outdoor I✓ 1st Floor r Pool Spa Renovation (- 2nd Floor r Hot Tub F, Generator (— Survey f Attic Garage Battery Storage r INVENTORY Service 1 ph I— Heat Duplec Recpt 32 Ceiling Fixtures 5 Bath Exhaust Fan 1 Service 3 ph F Hot Water Gas GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors 2 Main Panel 100A A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt- Emergency Strobe Heat Detectors Disconnect Switches 9 4'LED Exit Fixtures Other Equipment: Minisplit, Fridge, 100A Panel Notes: Cabin 2 Inspector Signature: X - Date: September 9, 2025 Sean Devlin Electrical Inspector sean.deviinc@-town.southold.nv.us 64500CR48Cabin2 Town Hall Annex 'ZO Telephone(631)765-1802 54375 Main Road .P.0.Box 1179 gn:" E Southold,NY 11971-0959 0. BUILDING DEPARTMENT TOWN OF SOUTHOLD l CERTIFICATION APR 4 2025 Date: O LP-- 01 P a2p;LS Building Permit No. Owner: H fNF Q LLC (Please print) Plumber: 0 -- -'�-'" v 0-1 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this ADVENDIZO TOR ES 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 pF SOUIyOIo 1 l l� -l �� r_ # # TOWW(YF SOUTHOLD BUILDING DEPT. Caum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ =] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: P � DATE �? �-� INSPECTOR # TOWN OF SOUTHOLD. BUILDING DEPT.. • ,o °ycou 631-765-1802 INSPECTION' [ ] FOUNDATION 1ST/ REBAR- [ ] ROUGH PLBG.. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION, [ ]- FIRE RESISTANT PENETRATION rl ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: v--au r c G V DATE INSPECTOR �o�aOF SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. lourm �o 631-765-1302 qqi-(q1 N S PECTIN [ ] 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- 4a wve/ s � lyvlu& ID DATE LO INSPECTOR hO�*of 50UlyO� * # TOWN OF SOUTHOLD BUILDING DEPT. ""outm, 631-765-1802 li INSPECTION . [ ] 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 Cf- [ ] RENTAL REMARKS: c AAd r r ` i�c v=- C� INSPECTOR SOUTgp�o # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSKATIOWCAULKING [ ) FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION j ] .FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] ' RENTAL REMARKS: ( 16n41 MIRA&, � c Jk 11 656tE \-lol nn DATE INSPECTORIX�66&n"- OF SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. � �Tcou 631-765-1802 C, ,6v1,5 l 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: �. 7 l mu '40 � t � _1n►tiS S� � A -OM LAAabadqF7 - I --%() mej � S�I� TE -INSPECTOR hO�NOE SO(/TyOlo # TOWN OF SOUTHOLD BUILDING DEPT. o N 631-765-1802 C �✓ . l 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 �40 NA6,- 1 DATE INSPECTOR ti Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,.New York 11952 Fax 631-298-2651 cond onen g i neeri ng.com October 14, 2021 E C u D OCT 1 9 2021 , D 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 Isl Camp Ground Cottage Footings-690 Queen Street, Greenport. Permit#s 46347, 46348 6349,46350,46351, 46353, 46354, 46355, 46356, 4:6457,46358, 46359,46360, 463 1, 46362,46363, 46364, 46365, 46366, 46367 Dear Mr. Verity: Hnspected the sono tubes footings on the property for the proposed cottagers and,found them - to-be-installed-in-accordance-with-.the-plans-filed-with._the-Building_Department._The_sono-tubes._._-_____ were found to be properly installed and filled with concrete. To the best of my knowledge the sono tubes are installed in accordance with New York Building Code standards. If you have any questions, please call me at 631-298-1986. Yours truly, 0 ondon, P.E. SAP J. c F 051 pROFESS10�� Ll �� ^� �� "� �� Ja �� U 07 � —� -1 » ��/ ��-�� / �� 8�/ �� k� U YY U� IJJ U U 8pQ 5 pOp4 Condon Engineering, P C New York State Licensed Professional Engineers 1755 SigsbeeRmad 631-298-1986 Mmttituck, New York 1i952 Fax 631~298-3681 cwndmnenQineednQ.cmm ' ' April 5. 2O24 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53DS5 Route 35 P.O. Bmz11T9 8outho|d, New York 11S71 Re: Eastern Long |e|ond Camp Ground Cottage Footings-8SO Queen 8tremt, Graenport Dear Mr. Verity: | inspected the plumbing and insulation in cottages#2,#3,#10,#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. If you have any questions, please call me sd631-29B-1886. Yours truly, 051684 OF NEq1), ' qSIN ' Thomas P. Walsh, Architect, P.C. 700 Veterans Memorial Highway,Suite CL-140 Hauppauge, NY 11788 Phone: 631-348-4500 Fax: 631-348-4509 Date:1019124 r Town of Southold-Fire Marshal Town Hall Annex 54375 Main Road, P.O. Box 1179, Southold, NY 11971 N 0,; -'24 Subject: Eastern Long Island Camp Ground, 690 Queen St,Greenport, NY 11944 To whom it may concern, This letter shall serve to certify that all of the units 1-19& the Pavilion were tested at 200lbs for a period of 2 hours and there was no change in pressure. This test was witnessed by Gregory E.Sulger and Thomas P. Walsh.All of the lines have since been filled with glycol for freeze protection. Therefore, a water flow test cannot be conducted without compromising the system.A manual test was performed on all of the water flow switches.All alarms'are active. Very my yours Th as P. NO LIC#019767 a ECE � � E Condon Engineering, P.C. FEB 1'2 2025 New York State Licensed Professional Engineers Building Department 1755 Sigsbee Road � �°�thold Mattituck, New York 11952 Fax 631-298-2651 condonengineering.com ' l February 12, 2025 Mr. Mike Verity r 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 a"he 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 plans. Cotag ,# Q,.#�1an°dk#1�r7We� nspectetl in April: 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 NFL on, P.E. �� J. c00 o 4 l A 0 1684 �FFSSION A�� c l OFFICE LOCATION: Qg SQ(/r MAILING ADDRESS: Town Hall Annex O�� y�� P.O. Box 1179 54375 State Route 25 . ~ Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Telephone: 631 765-1938 Southold,NY www:southoldtownny.gov E October 22, 2025 PLANNING BOARD OFFICE TOWN OF SOUTHOLD GT 2 2D25 Ms. Patricia C. Moore, Esq. ,;, 4rg",r, 51020 Main Road Southold, NY 11971 Re: Approved.Amended Site Plan for Eastern Long Island Kampground Cabins 64500 CR 48, Greenport SCTM#1000-40.475 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 • _ b FOUNDATION(IST) ------------------------------------ C FOUNDATION(2ND) • z � o ON COD ROUGH FRAMING& PLUMBING W 11) VA r INSULATION PER N.Y. � y STATE ENERGY CODE a D i FINAL ADDITIONAL COMMENTS a Uv i�c ivs l2�It 23. " v r-C c# /Oca1 4S f f� �P GK cK z y 8ft / 1 /R+ 1 # o l`l t 0- r `d C 9 -9- E'� � a gi L z Q� d ob � y ��oS�FPOt��oGy. TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �yol �ao� Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownnov_ Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: APR 1 4 2021 Applications and forms must be filled out in their_entiretylncomplete 5 -s, ,-_Gti- applrcatior s will nQt be accepted Where the AppUcant istnot the owner,an ,. 5 Owner's Author�zaton form(PageZl shall be corripleted T' i £v-'_, k A�� ✓R. ?t" k Date:4/12/21 01NNER(S) FP 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 " CONTACT:PERSN sn °' x. w Name:SEAN MAGNUSON Mailing Address:SAME AS ABOVE Phone#:631-953-3899 Email: DESIGN PROFESStONALrINFORMATION Name:CONDON ENGINEERING Mailing Address:1755 SIGSBEE RD.MATTITUCK NY Phone# 631-298-1986 Email CONDONENG@OPTONLINE.NET CONTRACTOR INFORMATION w Name:SEE ATTACHED Mailing Address: Phone#: Email: DESCRIPTION'OF�PROPOSEDCOJ�ISTRUCTIONj '�'W��gEDROOM CABIN` t , �� ' ®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? Dyes ®No 1 PROPERTY.-,,INFORMATION Existing use of property:TOUREST CAMP Intended use of property:TOU RI ST CAMP ........... Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR-RE50RVREC RE AT 1 10" this property? ®Yes ONO IF YES, PROVIDE A COPY. X After Reading The 6*h6r/to"n'tr" rofdssio" 4Ctpq' ��igr!�p .storm water,issues Chapted236 of the T �Fdd�.,.A��,LIC-AT1644S HEREBY A6 tolhe Buidingl for ile. 66rike df WBWdlq'i-,permit pursuant to 8ui101r6.i6ne.- Ordinance oft eToVn'df9outhb1d;su4 Ordinances or Regulations;for the construdiort of buildings, -c6iri�lj';�ith Alappl!6�lq laws;�rdln6` Mid a Mo it!on ap herein`.described. � ing code hougmg code and u1i .... ...d�q�. drtih,46i6rized punishablen �OSectbfi�# kh" e NeW1* P. 14 Application Submitted By(pri me): @Authorized Agent [30wner Signature of Applicant: Date: ........... STATE OF NEW YORK) CONNIE D.BUNCH Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF Qualified In Suffolk County Commission Expires April 14,2 Oa"IL being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing c tract) above named, (S)he is the T—T7 (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 '34t-lday of 20aL Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 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 f Southold Building Department for approval as described herein. cell, 4/13/2021 00 ner's Siate SEAN MA=SON Print Owner's Name 2 BOARD MEMBERS UUr Southold Town Hall Leslie Kanes Weisman,Chairperson, \OF S y0 53095 Main Road•P.O.Box 1179 �� l0 Patricia Acampora Southold,NY 11971-0959 Eric Dantes Office Location: G Q Town Annex/First Floor, Robert Lehner[,Jr. • �O 54375 Main Road(at Youngs Avenue) Nicholas Planamento lij'COU � Southold,NY 11971 httpJ/southoldtowmy.gov R C � 7ED ZONING BOARD OF°APPEALS ` ;3aQ TOWN OF SOUTHOLD . Tel.(631)765�1809•Fax(631)765-9064 A U G 2 5 2020 a. Sout ld ToWn Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 20,2010 ZBA FILE No.: 7384SE. NAME OF.APPLICANT: IM Resorts Inc PROPERTY LOCATION: 690 Queen Street, Greenport,NY SCTM No. 100040-3-5 SBQRA 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:t0 State Environmental_Quality Review.Act(SEQRA)6 NYCRI; .Part 617- as it does n.,t t meet any offhe thresholds of a Type 1 Action,, not does`it meet.any'of the criteria on the Type II 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 D.eclarmion. SUFFOLK.COUNTY ADMINISTRATIVE CODE: This application was=referred as required under the Suffolk County Ad histrative 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. Iocal 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 continents 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.endoised 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 FACTSMESCRIPTION: 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,-1A00407-3-5 ;r Trailer campground by removing twenty(20)tent sites.and constructing twenty(20)seasonal cottage`s,'as well .as variances for twenty(20) cottages measuring 504 sf where the code only allows cottages to measure a maximum of 450 SF in size; located at: 64500 County Rd 48, Greenport,SCTM# 1000-40-3-5 VARIANCE RELIEF REQUESTED: The applicant's proposal was amended to convert 33 existing tent camping sites to 20 seasonal use cabins of approximately 504 sq. ft. with an exterior covered porch, where only 450 sq. ft. cabins are allowed. The cabin floor plans also depict a 90 sq.ft. covered porch to be attached to the cabins for an overall size of 594 sq. ft.. In addition, a 600 sq. ft. pavilion with an . exterior deck will also be constructed. ADDITIONAL INFORMATION: The proposed 20 cottage'sites are a reduction of the currently 33 existing tent.sites. There are certificates of occupancy for all of the existing campground buildings & inground swimming..pool. The current site.plan was approved in 2006, and:alIows 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.--T-ha�the-use-will-be-in-harmony-with-and-promote the-gener-al-purposes-and-intentof-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 suchpermitted uses. B. The conservation of property values and the encouragement of the most appropriate uses of land. C. The effect that the location of the proposed use and the location that entrances and exits may have upon the creation or undue increase of vehicular.traffic congestion on public streets,highways or sidewalks to assure the public safety. D. The availability of adequate and proper public or private water supply and facilities for the treatment,removal or discharge of sewage,refuse or other effluent.(wl ether 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.therete .oir'-produced thereby may give off obnoxious gases;odors,smoke or soot. F: Whether the use will cause disturbing emissions of electrical discharges,dust,light, vibration or noise. G. Whether the operation in pursuance of the use will cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, if existing or if proposed by the Town or by other competent governmental agencies. H. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles incidental to the use and whether such space is reasonably adequate and appropriate and can be furnished by the owner of the plot sought to be used within or adjacent to the plot wherein the use shall be located. I. Whether a hazard to life, limb or property because of fire,flood, erosion.or panic may be created by reason of or as a result of the use or by the structures to be used therefor or by the inaccessibility of the property or structures thereon for the convenient entry and operation of fire and other emergency apparatus or by the undue concentration or assemblage of persons upon such plot. 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-pr-oposed-use-is-par-ticularl-y-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, 1000-40-3,-5. O. Whether adequate provision can and will be made for the collection and disposal of stormwater runoff, sewage, refuse and other liquid, solid or gaseous waste which the proposed use will.generate. P. Whether the natural characteristics of the site.are such that the proposed use may be. introduced there without undue disturbance or disruption of important natural features, . systems or processes and without risk of pollution to groundwater and surface waters on and off the site. AREA VARIANCE: FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6,2020 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 5267-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 62674(3042). The benefit sought bythe applicant:cannot 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 426.7-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and conditions set by this board. 5. Town Law§267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law U67-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of 20 seasonal rental cabins while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. Page 5,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member Weisman(Chairperson),and duly carried,to GRANT, a Special Exception, as applied for,and GRANT.the variance as applied for,as shown on the Site Plan and Architectural Plans prepared by John J. 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 VCV, 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 featurii.as are.expressly addressed iuthis action. In the event that this an approval subject to conditions, the approval shall.notbe.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 deminimis in nature for an alteration: that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B),of the Code of the Town of Southold.any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been fled with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1) year terms. Vote of the Board: Ayes:Members Weisman(Chairperson)Acampora,Dantes,Lehnert,and Planamento (5-0). L Leslie Kanes Weisma C hairperson Approved for filing 12020 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson �� !� 53095 Main Road •P.O. Box 1179 Patricia Acampora Southold,NY 1 1 97 1-0959 Eric Dantes G Office Location: • �O Town Annex/First Floor, Robert Lehnert,Jr.. �l� 54375 Main Road(at Youngs Avenue) Nicholas Planamento Co(!(1m,� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD �, � j f , May 19, 2021 Lr ce. t, V +r Tel.(631)765-1809•Fax(631)765-9064 �'� Eileen Wingate Quite Man Studio MAY 2 0 2021 2805 West Mill Road Matttuck;NY 119,52 EI;- DEC DEPe RE: Request for De lVlinimus Deterriiriaton , App'ea1`No. 7384SE, FINF Resorts, Inc. 690 Queen Street, Greenport SCTM No. 1:0004073-5 Dear Ms. Wingate; I am in receipt of your correspondence, dated May 11, Z021, requesting a de mint mx us determination in the:. above re0ereneed Zoning Bp ar 9T Appeals Special Exception Perrnit and Are Variance decision In your letter;you request a de minirnus approval for a Special Exception and Area Variancey:to construct 20 , seasonal use cabins which exceed he ttiaxiinum square feef in areairi accordance with the Town Code,upon an-existing:carh t6ua You explain that upon recommendation of the Town.'s Planning Board, that.the revised site plan depicts.a to location of the.cabins.in order to preseive as many trees aspossible,and that the number of cabins have keen reduced to -1 "Furthermore,you stated that the cabrri,re locations ineet.a11 zoning requirements pursua'nt.:to Ch.apter 253`of the Town Code. Based upon the information provided,I have determined that your request is de minimus in nature because . the changes do not increase the degree of non-cQnfor'mity,and the.decision continues to follow the general standards governing Special.Exception Uses. Please be advised that conditions set forth in Appeal No. 1384SE still apply. We ask that you submit to our ` office two amended signed and stamped surveys/site plans depicting the aforementioned changes. Contact our office if you have any further questions or.concerns. I will instruct the office to send a copy of this letter to the Building Department and the.Planning Department. Teslie y, ties Weisman Chairperson cc: Michael Verity, Chief Building Inspector Heather Lanza; Planning Director fi OFFICE LOCATION; wn a a y r MAILING ADDRESS: f.� Town Hall Annex {} z6 S ti P.O.Box 1179 54375 State Route 25 , ' Southold IVY 7 1971. (cor.Main Rd. &Youngs Ave.) Southold, NY ° Telephone: 6.3 765 1938 ! ::wwwsoulholdtownny.gov PLANNING BOARD OFFICE .TOWN,OF-SOUTHOLD. , October 6, 2020 Ms. Eileen Wingate 280.5 W6st'Mill:Road / .. Mattituck,,;NY 11952 ' Re: Site,,Plan Approval: Eastern Long Island Kam.pground Cabins 64500 CR 48 Greenport. SCTM#1000-40.-3-5 r 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 tc 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, 202.0, Eileen Wingate, authorized agent, submitted an Amended Site<Plan Application for review; and WHEREAS, on February 5, 2020 and February 7, 2020, Eileen Wingate, authorized agent, submitted an.Amended Site Plan Application fee and other information for review; and WHEREAS, on February 10, 2020, the Southold Town.Planning Board determined the application as complete for review;.and,: WHEREAS, on February 10, 2020, the Planning Board, pursuant to State Environmental Quality Review A--It (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 ! Action, nor does it meet any of the criteria on the.Type':I1 list,.of actions; and WHEREAS, on February 12, 2020.,:the Rlanning Board, pursuant to.Southold Town .Code §280-131 C., distributed the application to the required agencies for their comments; and www.con onenglneenn 'r; �UQ.I --- � tee. Q✓�� i M l := t " ' r° '...,:;.. ...• x: C �s "a1d�ttti � o-vti�e tir t NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION '-melon el—ft'h Bile Whii11KZ A,�4' 1%,R-J ' .Suw-@ stmysrodk,50Merle Read,stwW mA 33nt"a 'jt*A3A'4A�"3'+�1s 4"-0272 www.dec,ny.gov Q6cember 1.2;,�019 Eastern-Long.tstand Kampground: Sean 'a Mini`. Gre6ri} t, Phlf.-1 944 RE; Delineation of a portion'of the wetlands adjacent to your property, Eastern Long . Isiand.Kaulpgrounds(SCTM# 1000-40-3-5) Dear Mr. Magnuson, The Qapartment:of Environmental Conservation implements.icte: 4, which is the::: Fresh Water Wetland.Act Under.Article 24'tha Departmentbas Urisfttion over all regutated,freshwaterwetlands and 100 feet landward of those wetlands .Many.actiurties : ► ; t r d ii rt tecX 7 st i "f " o o f a area eeroilA. . Conduetln+ .these Octivi�abv. ftdU th6bbb fit 4f a ►t fr n tips[ r# nt Is a violation of Article_2 Qf'the Erv�r+o mentaf,-on.ervafion..Law (ECL)_ n .6NYCRR.F'art � 3 the.regulations.prorhulgated:.under Article:24). Activities greater#f4an 100 f®et' from NY,State regulated freshwater wet ands would not require an Article 74 µ rmlt.from thisXieParfinent: Clf] P313 �y for the purposes of derwreation the wetland boundary for a propel project in the southeast:corner of-the property:The management of the facility is proposing to construct a number of*cabins within the wooded'poMort 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 other wetland on or adXacent <f + ii+ b t �'.''#� thy�Ff To the.east of the 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 demarcate the boundary. ss► a� are aat of i 'ii rnrlrt►nro3snt i Ct„rts�runiton Tti>tfi�e :#n1. et Von5n ar3d I red : �aho tse The ra 41e a l It r,-fie e d loser .its° location than to the east of the project and staff placed seven flags along the wetland boundary. To the west and southwest of the project, the wetland moves away from the project,' but there is a small pocket-of wetland. Staff plaoe±tt:2:flags at the ' where that small pociket comes.:e es e df .f the. wettandF fit' 6 e:p_5t and f :' :, t it t 1 fee a t the property. The existing:, legally cleared campground.is located to the north of the proposed project and-there are no reoulated freshwater w.etlandswlthin 100 feet of the project in that location. Again,actwities great®r than loo feet from regulated:wetlands do.no#require ArE�cle 24:permits from:thta Department:The:wetlands come closest to the:prioJect.in the southwestern portion of the project and may come close to.100 feet from the pfopertp line You Should.haO 84 d file wetland st ruueyred and places a stifle pta..forth.e protect#o cor�frm the distances es pa �n fhe field Forthe$mall ss ances-eafd fAW € �cr. t pf , 4. . ,{ t r and fherefore;eny regulated act! ir would be even farther from fihe wetland Va Qn any site plan for the project you should show a.Limit of Gleanrtg,:Grading an'd Ground Dfaturbance line That'is a work line, in that no.work,of any kind would take place. beyond#fret ale. [f tl at line Es 100 feet-or greater from all of the�+aetlend.flags:Yau..vrc'uld:: opt need ari lrticfe 24 perrnit:frarn this Department. Sincere Dan Lewis � CE W � ILDING DEPARTMENT- Electrical Inspector EC 1 1 2023 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 co Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 , iamesh(a-)southoldtownny.gov — seand(aDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11-Dec 2023 Company Name: Woodhollow Contracting, Corp Electrician's Name: Nicholas Gasparo License No.: ME-60139 Elec. email: cshcherbelis@woodhollowdesigns.com Elec. Phone No: 516-827-5916 911 request an email copy of Certificate of Compliance Elec. Address.: 103 School St Lindenshurst NY 11757 JOB SITE INFORMATION (All Information Required) Name: HNF Resorts LI /Eastern Long Island Kampground CW21'a Address: 64500 County Rd 48 Greenport, NY 11944 Cross Street: Phone No.: BIdg.Permit; q:�,3 __ __.... _ ._ . _.. 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 Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service SizeF11 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service0 Fire ReconnectDFlood Reconnect OService Reconnect❑Underground Eloverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y DN Additional Information: PAYMENT DUE WITH APPLICATION Li 116le PERMIT 4 Address SWltches O ulletS GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven WAD smokes DW Mini -arbon Micro Generator -ombo Cooktop Transfer ar AH Hood Service Amps Have Usec -pedal :on,ments PERIVIIT# 3 :A00NSS: HNF Resorts LI LLC Eastern Long Island Kampground :'SWAthes ct 64500;CR 48 /690 Queen St Greenport, NY 11944 Outlets Tax Map ID: 1000-40-03-05 GFrs c 2- Surface Sconces -Ws 0 UC US 0 Fridge 1 HW Fans C> Mijifr. 0 -W/D fibi .Pump kfip . .Exhaust 1 �Oven sump 0 Hea ter Trntftnr A114- Smokes 3 Ow Generator 0 - Salt=Gen. e- ,80pd Carbon 0 Micro I GrbD!s 0 W t. Lights ' Heat -Pucks 0 ERV 0 1 V OrTUDLS lnst=Hot Q -D;eHum0 Transfer P Desc Combo 0 Coo*top C) Minisplit I--Over'WIT Alower JV f�- AC o AH o 'Ado:d 0 Bldwer Hav e Used Service ®:Amps Sub t Oz5 Amps X Have Used Comments r---NRE=11 Lap g Depclrtmerd yf:.7s I DCV in PROPOSED 2"0 ATER MAIN SAF S-Tco ER l:-"•::1'';':' ® _� 1 ono N PROPOSED 4"0 WATER MAIN #18ca #4 II I Q rn O INV -LLU ` QN4N Nm DECK " I DW _0 DECK -I i (�► I #2 :!. :. L: I .I (° ::i :::::`t': (n Culp Az ,s.i DECK AMR: AIT / DECK ES --_-- / AMP CAW SrTE/u — DECK x rm #3 / PAYlLUON' :��✓ : . DECK Sk im "` o #14s >a\ A I I Afq JIM DC VFE . _ _ % 4" \- t>-e - :•. - — _ - , - - - C / J. 05 DECKI I \ !y a dF VILLAGE OF / I \ :k __r: G( ENPORT VACANT LAND _ \ .tos / j .., :/ � �••/tx1Ld, ... I�,Q\ 1..->"•:_,1*;:•F.. v , rm #7 A. y #13 ` o \.•_:.`�, -sue: .� ::`' \ \ ` rs c�m,..mwa>�as .pm.b.ye"m:yea,",,,aea"tQ x24 ROPOS 4gW \ ;p \ \ #9 tneasi.w�e:.�.cma.rnr,m ma..avamaowmaaefta..we, xBS \ / � AT \ V � ` Scale: 1"=20'-0" N Condon Engineering, P.C. Eastern Lon >0 4wHK � _� Drawn by:JJC 1755 Sigsbee Road Camp Grounds S P-� "X Mattituck,New York 11952 O p Date:3.13-2021 (631)298-1986 690 Queen Street O O Greenport.New York i�. ntbUK i RESIDENTIAL(RR)ZONE 14. THE SITE IS SERVICED BY THE GREENPORT SEWER DISTRICT,GREENPORT ELECTRIC AND SUFFOLK COUNTY WATER AUTHORITY. [tiffolk Lin®(S) UST Be Inspected By The County Dept. Of Huth Services; Call 852-5754, 48 Hours In Advance To 3cheduie fr>$pectfon(s). ENOINIEER'S CERTIFICATION REQUIRED. SUBMIT P.E. QR R.A. CERTIFICATION FOR INSTALLATION AND CONSTRUCTION OF ,� -Srw �i•cs �� FOR FINALAPFROVAt. Tysie.� �.,i lleco., f' Q o o w a� ro APR 0.2' 2021 0 1. Q 1 a E 17, W TJ P 4/2I2021S COMMENTS - 36/11 CABIN RE1/ISIONS 8 10121/26/2020 SCDHS COMMENTS .9/28/202UTOWN.C.OM 'EN TS. �c w ', 7/22/2020'REV BL'DGS. c Z v 4 9 �, p A 6%22/2020$001HS.COMMENTS SCDHS,:COMMEfTS 5/26/2020: CDMS:GOMMENTB � � � o o � .�� ► � ft!_VISIONS, c� in . 'Co a) � O HEALTH DEPARTMENT APPROVAL STAMP r - n W 0 19'2 S.C.T.M.: DIST. 1000 SEC.40 BLK, 03 LOT:05 £SSIO�A�"� I idon Engineering, P.C. EASTERN LONG ISLAND I KAMPGROUND 1755 Sigsbee Road 690 QUEEN STREET Mattituck, New York 11952 GREENPORT, NY 11944 of (631) 298-1986 (631) 298-2651 fax www.condonengineering.com� OVERALL SANITARY PLAN e� SUBJECT PREMISES KEY MAP SCALE t'=soo' I SHEET 1 OF 2 SLIFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS DATE _ 7/23/25 H,S, Red. No C-20-0055 The sewage disposa; and eater supply facilities at this location have been inspected and/or certified by t,)is departs-entor otter agenc6s and found to be satisfactory JO:vA T HA�N PAI. P E. CHIEF OFFICE OF WASTEVVXFER MANAGEMENT COMcheck Software Version 4.1.5.1a,� - Envelope Compliance Certific j Project Information '' 4 Energy Code: 90.1 (2016)'Standard Project Title: Eastern Long Island Campground4 Bedroom Cabin Location: Greenport New York Climate Zone:" Project Type: New Construction Vertical Glazing/Wall Area: 10%. Performance Sim.Specs: 'EnergyPlt s 8A-.*O 009{EPW! USA_CT,-Bridgeport-Sikorsky.Mem.AP.725040 TMY3.epw) Construction,Site: Owner/Agent .' Designer/Contractor 690'.Queen Street East Qrn Lpn Island-Campground John J.Condon,;P E.. Greenport,NY ,,:Fh:_.. ;.•..> Condon Engineering, PC 1755 Sigsbee Road Mattituck, NY 11952 631-298-1986 Building Area Floor Area. 1-Motel : Residential 499 Envelope Assemblies Assembly Gross Area . Cavity Cont. Proposed . .B.udget U- or RWValue R-Value U-Factor Factor(a) 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 . 0.033 NORTH Exterior Wall 3:Wood-Framed, 16"o.c_,[Bldg.Use 1-Motel] 144 21:0 0.0 0.062 0.064 Window:6:Wood Frame:Operable,Perf.Specs.:Product ID CXW14, 10 — — 0.260 0.310 SHGC 0.34,VT 0.57,[Bldg.Use 1-Moteq(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 SHGE 0.34;VT 0.57,:[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](b) Window 5:Wood Frame:Operable;Perf.Specs.:Product ID CX14, 10 — 0.260 0.310 SHGC 0.34,VT l).57,[Bldg.Use 1-Motel](b) SOUTH . Exterior Wall 1:'Wood-Framed, 16"o.c.,[Bldg.Use 1-Motel] 144 21.0 0.0 . 0.062 0.064 Window 1:Wood Frame:Operable,Perf.Specs.:Product ID CXW14, 10 — = 0.260 0.310 SHGC 0:34,VT 0.57,[Bldg.Use 1 -Motel](b) Window 1 copy 2:Wood Frame:Operable,Perf.Specs.:Product ID 10 — — 0.260 0.310 CXW14,SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b) Door 1:Wood,Swinging,[Bldg.Use 1-Motel] 2 — — 0.300 0.370 Project Title: Eastern Long Island Campground-2 Bedroom.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- :W 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 calculations ONLY,and are not code requirements. (b)Fenestration product performance must,be-certified.in accordance•with-NFRC and requires supporting documentation. Envelope PASSES:'Ddsign-1%better than code Envelope Compliance Statement` Corrp,liance Staters The proposed envelope design;represented,.in this document is.consistent with the.building plans, specifcations,an 'other calculations submitted with this permit application:.The proposed envelope systems have been designed to meet the 90.1 (2016)Standard re q . ements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection klist. Name Title.. Date• . Project Title: Eastern Long Island Campground-2,Bedroom Cabin Report date: 03/05/21 Data filename: C:\Users\Owner\Favorites\ComChecks\2 Bedroom Cottage.cck Page 2 of 10 CABIN #2 Fire Sprinkler Reports for Eastern:Long Island Campground, 690 Queen Street Greenpoit, New York OF NEW,,, J- CC7✓D oy APPROVED AS NOTE 1684 DATE:- Z/ Z B.P # FEE 3!P0 BY: Prepared By: NOTIFY FIRE MARSHAL AT 631-765-1802 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 Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering Sri i �'ti Cabin#2 Mattituck, NY 11952 :,` Page 2 General Project Data Report General Data Project Title: Cabin#2 Project File Name: Cabin 2..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#2 Building Owner: Contact at Building: Phone at Building: Address Of Building: 600 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 ftz Maximum Area Per Sprinkler: 144 ftz Default Sprinkler K-Factor: 5.60 K Default Pipe Material: SCHED 40 STEEL RLK 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: 51.59 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/ftz 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 2.fiw Wednesday, January 31, 2024, 12:30 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development;Inc. Condon Engineering !1 # Cabin#2 Mattituck;AY 11952 'ti Pa e 3 Fire Sprinkler Input'Data �Node�InputData- �, �� ; r k � � � . ry, low ,e !" M. ...4. ,.rY.. b :din ,La 4 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) 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 19.74 -3.00 0.00 --- 0.000 0.0 --- 0.0 0.00 16 No Discharge ---- N/A 18.19 3.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 17 No Discharge ---- N/A 24.20 3.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 2.fiw Wednesday, January 31, 2024, 12:30 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering i 1� Cabin#2 Mattituck,NY 11952 r,yam,,, Page 4 Fire'Sprinkler Input Data Node'Input 'Data 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$ No Discharge ---- N/A 28.35 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 20 No Discharge ---- N/A 28.72 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 30 No Discharge -- N/A 29.23 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 31 No Discharge ---- N/A 30.51 -4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 32 No Discharge ---- N/A 30.93 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 33 No Discharge ---- N/A 35.03 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 No Discharge ---- N/A 36.32 -4.00 0.00 35 _-_ 0.000 0.0 ---- 0.0 0.00 36 No Discharge --- N/A 42.54 -4.00 0.00 -- 0.000 0.0 ---- 0.0 0.00 37 No Discharge ---- N/A 51.28 4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 40 No Discharge ---- N/A 51.59 4.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 C:\...\Cabin 2.fiw Wednesday, January 31, 2024, 12.30 PM Mattituck,NY"11952`'Hydraulics a c ulation.Program: enkler nng Elite Software Development Inc. It ! ti< Cabin"#2 Condon'Engp e ; ,... _. _ ,.. .. �.4 .: _ ... Fire Sprinkler Input Data . Pipe Input 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 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 ET 78.00 12.70 90.70 120 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 2.fiw Wednesday, January 31, 2024, 12:30 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering i1 i N Cabin#2; Mattituiik;NY 11952 : rlri ... Page 6 Fire Sprinkler.Output Data Ou rall Node 03'rso�upi,�gs Output Data �M.Ull ;r ftot 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 19.74 0.00000 15 16 0 -91.70 16 15 0 91.70 0.00 0.00 0.00 18.19 -0.03947 16 17 0 -91.74 17 16 0 91.74 0.00 0.00 0.00 24.20 0.03947 17 18 0 -91.70 18 17 0 91.70 0.00 0.00 0.00 28.35 0.00000 18 20 0 -91.70 CA...\Cabin 2.fiw Wednesday, January 31, 2024, 12:30 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. ft4 Condon Engineering Cabin#2 Mattituck, NY 11952 Page 7 Fire Sprinkler Output Data 11 Overalls Node,:Groupings .Output Data.(cont',d), ,Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg, End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure(psi) Node(gpm) 20 18 0 91.70 0.00 0.00 0.00 28.72 0.00000 20 30 0 -91.70 30 20 0 91.70 0.00 0.00 0.00 29.23 0.00000 30 31 0 -91.70 31 30 0 91.70 0.00 0.00 0.00 30.51 0.00000 31 32 0 -91.70 32 31 0 91.70 0.00 0.00 0.00 30.93 0.00000 32 33 0 -91.70 33 32 0 91.70 0.00 0.00 0.00 35.03 0.00000 33 35 0 -91.70 35 33 0 91.70 0.00 0.00 0.00 36.32 -0.03947 35 36 0 -91.74 36 35 0 91.74 0.00 0.00 0.00 42.54 0.03947 36 37 0 -91.70 37 36 0 91.70 0.00 0.00 0.00 51.28 0.00000 37 40 0 -91.70 40 37 0 91.70 0.00 0.00 -91.70 51.59 CA...\Cabin 2.fiw Wednesday, January 31, 2024, 12:30 PM Fire Fire Sprinkler Hydraulics Calculation Program Elite.Software Development,Inc. Condon Engineering r �� ' Cabin#2 Mattituck,NY 11952 i11ti. Page 8 Fire Sprinkler Output Data Overall Pipe Output Data Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. pF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) WPM) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 5 5.60 11,00 14.85 7.03 1.00 14.85 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 0.08259 5.00 0.702 11 0.00 11.00 0.00 8.50 1.049 15.64 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.81 0 8.50 0.702 2 5.60 11.00 15.56 7.72 1.00 15.56 0.08185 6.00 0.778 11 0.00 11.00 '0.00 8.50 1.049 15.56 T 3.50 0.000 SCHED 40 STEEL BLK 120 5.78 0 9.50 0.778 10 0.00 11.00 0.00 8.66 2.00 0.00 0.08010 2.50 0.481 12 0.00 11.00 0.00 9.14 2.067 91.70 E 3.50 0.000 SCHED 40 STEEL BLK 120 8.77 0 6.00 0.481 12 0.00 11.00 0.00 9.14 2.00 0.00 0.08010 15.00 1.482 13 0.00 -3.00 0.00 16.68 2.067 91.70 E 3.50 6.062 SCHED 40 STEEL BLK 120 8.77 0 18.50 7.544 CA...\Cabin 2.fiw Wednesday, January 31, 2024, 12:30 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering !+' Cabin#2 Mattituck, NY 11952 E s�W: Page 9 Fire Sprinkler Output Data Qverall Pipe Output Data (cont'd) Beg. Nodal Spk/Hose Residual Nom. Dia. q(gpm) F. L./ft Pipe-Len. PF-(psi) Elevation Q WPM) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 13 0.00 -3.00 0.00 16.68 2.50 0.00 0.03371 78.00 3.057 15 0.00 -3.00 0.00 19.74 2.469 91.70 ET 12.70 0.000 SCHED 40 STEEL BLK 120 6.15 0 90.70 3.057 15 0.00 -3.00 0.00 19.74 2.00 0.00 0.08010 6.00 1.041 16 0.00 3.00 0.00 18.19 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 18.19 91.74 Prev 17 6.00 psi 3.00 24.20 17 0.00 3.00 0.00 24.20 2.00 0.00 0.08010 7.00 1.121 18 0.00 4.00 0.00 28.35 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 28.35 2.50 0.00 0.03371 2.50 0.371 20 0.00 4.00 0.00 28.72 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 28.72 4.00 0.00 0.00312 165.00 0,514 30 0.00 -4.00 0.00 29.23 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 29.23 4.00 0.00 0.00312 400.00 1.282 31 0.00 -4.00 0.00 30.51 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 30.51 4.00 0.00 0.00312 120.00 0.418 32 0.00 -4.00 0.00 30.93 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 30.93 3.00 0.00 0.01170 332.00 4.093 33 0.00 4.00 0.00 35.03 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 35.03 3.00 0,00 '0.01170 111.00 1.299 35 0.00 -4.00 0.00 36.32 3.068 91.70 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 3.98 0 111.00 1.299 35 Backflo -4.00 36.32 91.74 Prev 36 6.20 psi -4.00 42.54 CA...\Cabin 2.fiw Wednesday, January 31, 2024, 12:30 PM i Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc.. Condon Engineering ,f/ "0 Cabin#2 Mattituck,NY 11952 {, .' Page 10 Fire Sprinkler Output Data - Overall Pipe Output Data (conVd) q (gpm) F. L./ft Pipe-Len. Beg, Nodal Spk/Hose Residual Nom. Dia. PF-(psi) Elevation Q WPM) (psi/ft) Fit-Len. End. KFactor (feet) Discharge Pressure Inside Dia. Velocity Fittings Tot-Len. PE-(psi) Node (K) (gpm) (psi) C-Value (fps) Type-Grp (ft) PT-(psi) 36 0.00 -4.00 0.00 42.54 2.00 0.00 0.08010 105.00 8.746 37 0.00 -4.00 0.00 51.28 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 51.28 6.00 0.00 0.00042 712.00 0.311 40 0.00 -4.00 0.00 51.59 6.065 91.70 T 21.40 0.000 SCHED 40 STEEL BLK 120 1.02 0 733.40 0.311 CA...\Cabin 2.fiw Wednesday, January 31, 2024, 12:30 PM Fire-Fire Sprinkler Hydraulics Calculation Program i Elite Software Development,Inc. Condon Engineering 'k Cabin#2 Mattituck, NY 11952 'r Page 11 Fire Sprinkler Output Data Overall Sprite er 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 J C:\...\Cabin 2.fiw Wednesday, January 31, 2024, 12:30 PM Fire Fire Sprinkler Hydraulics Calculation Program - Elite Software Development,.Inc. Condon Engineering K, Cabin#2 Mattituck,NY 11952 Page 12 Fire Sprinkler Output Summary. Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: 6 HMD Actual Residual Pressure: 7.00 psi HMD Actual Flow: 14.82 gpm Sprinkler Summary Sprinkler System Type: Wet Specified Area Of Application: 144.00 ft2 Minimum Desired Density: 0.090 gpm/ft2 Application Average Density: 0.637 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: 1740.09 gal Sprinkler Flow: 91.70 gpm Non-Sprinkler Flow: 0.00 gpm Minimum Required Residual Pressure At System Inflow 51.59 psi Node: Demand Flow At System Inflow Node: 91.70 gpm C:\...\Cabin 2.fiw Wednesday, January 31, 2024, 12:30 PM Fire Fire Sprinkler Hydraulics Calculation Program ti, Elite Software Development,Inc. Condon Engineering ft 13 Cabin#2 Mattituck,NY 11952 t ' Page 13 Fire Sprinkler Output Data � � r m taay id_.c'� �a i ,, fiy.�-5'�"�'yx�t 2 r�.'�.,�� 'w+ S 7 •� � ; t:; Hydraulic.Supply/DemallndIGlraphG 100 90 80 70 Q � 60 in 50 0) L li 40 30 20 10 0 2 4 6 8 10 12 14 16 18 20 Flowrate(x100) gpm Supply Curve Data Static Pressure: 66 psi Test Residual Pressure: 52 psi Test Flow Rate: 1503 gpm Demand Curve Data Calculated Residual Pressure: 51.59 psi Calculated Flow Rate: 91.70 gpm . Excess Available Residual Pressure At Calculated Flow: 14.33 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 18.69 psi C:\...\Cabin 2.fiw Wednesday, January 31, 2024, 12:30 PM