HomeMy WebLinkAbout49748-Z ho�aoF soulyo`o Town of Southold
* * P.O. Box 1179
53095 Main Rd
Cou►m." io Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46614 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. 49748 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 #14 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: 49748 07/21/2025
PLUMBERS CERTIFICATION: Jorge Naranjo 04/04/2025
Aut orize Si a ire
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
ca 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#: 49748 Date: 9/20/2023
Permission is hereby granted to:
HNF Resorts LI LLC
PO BOX 89
Greenport, NY 11944
To: (cabin #14) legalize"as built" seasonal cabin in existing campground as applied for per
ZBA, Planning & SCHD approvals. Replaces BP 46361.
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
Building Inspector
�oFFo TOWN OF SOUTHOLD
BUILDING DEPARTMENT
H x TOWN CLERK'S OFFICE
o + SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL.FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 46361 Date: 6/4/2021
Permission is hereby granted to:
HNF Resorts LI LLC
690 Queen St
Greenport, NY 11944
To: (cabin #14) 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
Buil ng Inspector
o��OF SOUr��l
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 • Q
Southold,NY 1 1 97 1-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE.OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: HNF Resorts LI LLC
Address: 64500 CR 48 CABIN 14 City: Greenport St: NY Zip: 11944
Building Permit* 49748 Section: 40 Block: 3 Lot: 5
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Soundview Electrical License No: 57478ME
SITE DETAILS
Office Use Only
Indoor Basement Service Solar r
Outdoor 1 st Floor Pool r Spa
Renovation r 2nd Floor r Hot Tub r Generator r
Survey Attic Garage Battery Storage (—
INVENTORY
Service 1 ph Wo Heat Duplec Recpt 23 Ceiling Fixtures 4 Bath Exhaust Fan 1
Service 3 ph I— Hot Water Gas GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors 2
Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors
Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 8 4'LED Exit Fixtures
Other Equipment: Fridge, Micro
Notes: Cabin 14
Inspector Signature: X Date: July 21, 2025
Sean Devlin
Electrical Inspector sean.deviin a@town.southold.ny.us
64500CR48Cabin14
Town Hall Annex i.":
54375 Main Road Telephone(631)765-1802
�;:. .
P.0.Box 1179 ?
Southold,NY 11971-0959:
BUILDING DEPARTMENT
L TOWN OF SOUTHOLD
APR 4 2025 "' CERTIFICATION
.24' Date: may- O4 02
Building Permit No. G LI 119 ;:1 y 6
Owner: H >N�F �tsa-J-Iz, L.L L
(Please��piirint)
Plumber: o V\1aY��
14 lease print)
I certify that the solder used in the water'supply system contains less than 2/10 of 1%0 lead.
74
G (Plumbers ignature)
L/
Sworn to b fore me this T
day of r�/ 2041
FCOMmission
O TORRES
Notary Public,, t1 County ,STATE OF NEW YORK
No. 01 T06231053
SUFFOLK County
Expires 11/22/2026
1
hO��OE S0l/Tho� y�
* # TOWN OF SOUTHOLD B ILDQ PT.
`ycouffm 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) LECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
DATE .5� INSPECTO
OF SOUIyOIo
TOWN F
# # OUTHOLD BUILDING DEPT.
S
ou 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:
OK,
DATE Z INSPECTOR
SOUTyO
* # TOWN OF SOUTHOLD BUILDING DEPT.
coum, 631-765-1602
qj0q E-CT,.l 0 N
1 111 SP
[ ] 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-
v
b
DATE h INSPECTOR
OF 50UTyO� TOWN OF SOOT O � � I
# # SOUTH OLD BUILDING DEPT. y
"cou � i 631-765-1802
INSPECTI . . ,,N
[ ] ,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: _ In < i D
kiwi,%
tu$ v Z-
f car
_ r r
L C� 12
(d4koz
k . (�q
DA MEt) 60K-- ' " INSPECTOR
OF 50Ulyolo
# # TOWN OF SOUTHOLD BUILDING DEPT.
`yCoutm, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] IN ATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: k(a
0
� l1 '
DATE INSPECTOR
OF SOGTyo�
y Y TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802 (�
INSPECTION .
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] IN ATION/CAULKING
[ ] FRAMING /STRAPPING [ .FINAL
[ ] FIREPLACE & CHIMNEY , [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ]. FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODEVIOLATION [ ] PRE C/O. [ ] RENTAL
1
REMARKS:
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� SDI
6b�k
TE INSPECTOR
OF SOUTyo�
# TOWN OF SOUTHOLD BUILDING. DEPT.
Couto" �o 631-765-1802
Q Cs
INSPECTION
f�
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 "
A!lmL. ae -
1;
�DUAn OY`
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 Utr 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 6348, 46349, 46350, 46351 46353,46354, 46355, 46356, 46457,46358,
46359, 46360 4636 , 46362,46363, 46364, 46365, 46366, 46367
Dear Mr.Verity:
inspected the Sono tubes footings on the property for the proposed cottagers and.found them
----- --: - ----=to-be-installed-in-accordance-with=the-plans-fled-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.
S
� c
FO 051684 tia�
�-
pROFESSII)
Condon Engineering, P.C.
New York State Licensed Professional Engineers
1755 Sigsbee Road 631-298-1986
Mattituck, New York 11952 Fax 631-298-2651
condoneng ineeri ng.com
V
November 25, 2021 V�
0 2p25
Mr. Mike Verity �P� 2 CIA
Chief Building Inspector
Southold Town Department
3095 Route5 �,�a��
P.O. Box 1179
Southold, New York 11971
Re: Eastern Long Island Camp Ground Cottages-690 Queen Street, Greenport
Dear Mr. Verity:
I inspected the framing and strapping installed in the Pavilion,and cottages#1,#2.#3,#4,
#5,#6,#7,#8,#9,#10,#11,#12,#13#14,#15,#16,#17,#18 and#19 were found to be installed as
shown on the plans.
If you have any questions, please call me at 631-298-1986.
Yours truly,
051684 �
Thomas P. Walsh, Architect, P.C.
70.0 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 �-'024
Subject: Eastern Long Island Camp Ground, 690 Queen St,Green port, NY 11944
To whom it may concern,
This letter shall serve to certify that all of the units 1-19& the Pavilion were tested at
2001bs for a period of 2 hours•and there was no change in pressure. This test was witnessed by
Gregory E.Sulger and Thomas P. Walsh.All of the lines have since been filled with glycol for
freeze protection. Therefore, a water flow test cannot be conducted without compromising the
system.A manual test.was performed on all of the water flow switches.All alarms are active.
Very my yours
Th as P.
LIC#019767
t .
North Fork Cottages&RV Resort
Job Name:
Installing Company, Boss Systems
XRIS0/XRSSO SERIES STANDBY BATTERY POWER CALCULATIONS standby Current j r r Y ` 4 „Alarm Cwtent
x
mA_r Total A t Qty. .a mA.:
'VIA
F o mA
XR150/XR550 Series Control Panel 1 X 174 = 174 1 x 217 = 217
d RelayOutpuls'.1�2(ON) '; ., - , . 0 >X;. � 30_:•'•' - 0. , ..:0 30, -
Switching Grounds 3 6(ON) 0 X 5 0 0 x 5 0
Active Zone"s18_ `.,. A' X:. 1.6 .• 2'`
Active Zones 9-10 0 X 4 - 0 0 x 30 = 0
A 0 X 01' 2 777,
0 r 0 X
"2-WireSmokes
Panel Bell Output(1500 mA max)
Aux power devices on,Terminals7 and.11-(Other than keypadsand,_lX=6us modules).., „_0',- -, X 0 0 '?:X. 0 -
„ ;•0
2W-BLX,2WT-BLX Smoke Detectors 0 X 15 0 0 x 35 0
263LTECellularGornrnurucator ;� .• ' � `^` _1;, ,X0 20�
a
263LTE-FN Cellular Communicator 0 X 6 - 0 0 X 7 0
277.Buzgr_Module"-:�. r,: , _ �.�• �- -?+s. 0 ,`0 X ,:5'•• _ ;.0.,:
63OF Remote Fire Command Center 0 X 63 - 0 0 X 92 0
7830F Ftre Command Keypad,, "' "' '
1x 106 :0
708 Bus Extender - 0 X 10 - 0 0 X 10 = 0
79ll Bus 3plitterLRepeater Module =U•- " X "32 0 .
711 Zone Expansion Module 0 X 11 0 0 X 11 0
Active;Zone(EOCingtalied)' ', �.., v 0" ,,.X ,1:6 r 0. 0. X „ '2 r. 0
711S Zone Expansion Module 0 X 4.2 = 0 0 x 4.7 0
772-B:ZdnetzpansionModule. 0 :X:':'; 17 - 0 0= X 0
Active Zones:(EOL Installed) 0 X 1.6 = 0 0 X 2 = 0
714 Zone Expansion Module.-_,' '' _ _
Active Zones(EOL Installed) 0 X 1.6 = 0 0 X 2 = 0
714-8,714=16 Zone.Expansion Module " ''0.-1 X, ,: 20.. 0 .0 X 'is• 20. - = O.
Active Zones(EOL Installed) 0 X 1.6 0 0 x 2 = 0
'Zone,Fxpaiun'Module 0 X.., 7: 0: -0 X 7
715 io 0
Active Zones(EOL Installed) 0 X 4 - 0 0 X 30 = 0
?2-Wire Smokes > r.0: i'X i0.1, 0 0''. x _0.1 = 0.
715-8,715-16 Zone Expansion Modules 0 X 20 = 0 0 X 20 = 0
Active (EOL Installed): _ ., 4: `.:•. 0 X.er" 4.' =<7.. x. 0" s 0. X '" :30,
2-Wire Smokes 0 X 0.1 = 0 0 x 0.1 = 0
716 Output Expansion Module ".. °.. . ,: `_:., :0• X .13: 0 0 - :X. . `13
Active Form C Relays 0 X = 0 0 X 12 = 0
717 Graphic AnnunciatorModule;= 0' sX: 10 . SK 0,- 0 .X..,.... 1O'w :0''. '
r
Annunciator Outputs - 0 X = 0 0 X 1 = 0
r y
734 Wiegandintertioe Modules,= z - 0 : .
Active Zones(EOL Installed) - 0 x 1.6 - 0 0 X 2 = 0
Annunciator ON _.. y' > >. ?: i> °t 0:',. :X;,. i�1
. r ( ) c 0 0 20 0,
Proximity Reader 0 X 200 - 0 0 X 200 = 0
736P..POPIT.Interface_Module:•:.,. :+., "`0 X.,_ 25: =.•? 0 25, a0';
h. .
:-
�: .'. .
Radionics Popex,Octopopit,Popits 0 Y x = 0 0 XM34
= 0
736V V=PIex Module =:0
0 X ;Active Zones 0 X - 0 0 X = 0
738A Ademco Wireless Interface Module 0 'X 75 - 0 0 X - 0
738T Wireless Translator 0 X 50 = 0 0 X = 0
738Zplus Z-Wave Interface Module 0 X 40 - 0 0 X = 0
763 Wi-Fi Module 0 X 31 = 0 0 X - 0
860 Relay Output Module,one relay active 0 X 34 _ 0 0 ( x = 0
All four relays active 0 X 138 0 0 X 138 = 0
866'Style.Y.:orZNotifiratianModule •0', ,.X:;"4!< :,26 = 0' �;85.. ..O.
866 Style W Notification Module 0 X 45 - 0 0 X 76 0
_
D . .X.'.a.. \.;.30r,. _ ,,. ,'.r0... 0 :f„.X. .85
86ZLX=&)s Style W Notifcatfon Module.; ; . . '`.•:, ..
869 Dual Style D Initiating Module 0 X 25 0 0 X 75 0
893A:D'ual Phone Line Module :; s_ r 0". X:;:c<y' 12 _ O . s 0 X _' l 0,`,.,.:.r.
11OOX Wireless Receiver 0 X 25 - 0 0 X 35 = 0
1;100XH Wireless High FowerReeeiyer ,_.: 0„ X',: ,:. 75 O
'8 • `702 '
7060/7160 Thinline/7060A Aqualite Keypad 0 X 72 = 0 0 X 87 = 0
X
7063(7163'Ttiiniine/7063A'AqualitaKeypad :. :0' sX 85= 0 0, 8`*'
100.
7070/7170 Thinline/7070A Aqualite Keypad 0 X 72 = 0 0 X 87 0
Active Zones'(EOClnstalled) =,`r .. ,: O.r ;.X' 1'6,_' :Et D< :0 :X 2 :0
7073/7173 Thinline/7073A Aqualite Keypad 0 X 85 = 0 0 X 100 = 0
ActipeZones(EOLlnsta]led)` :=.i:''. :' ;`:" '- :'. ., 0' :;: '-X: 1.6 = s0' _ 0. X -2 O
7872 Graphic Touchscreen Keypad _ 0 X 145 _ ' 0 •� - 0 X 215 = 0
f'.A'di3eZgries(EOL Installed) .; .t::• O. X 1.6` _ _ 0: _ 0 '.,X. . 2,
7873 Graphic Touchscreen Keypad 0 X 143 = 0 0 X 243 = 0
Active Zones(EOL Installed)". ..'.. " ;0: X z z1.6 0 0 X 2 0 '
:.
8860 Graphic Touchscreen Keypad 0 X 300 - 0 0 X 350 - 0
Aux Powered Devices -
>.. ..- ,.. .:- � � :'�:. ' ,:X':;.. ;:, 0 `, '0 1 ;X, x•300
Aux.Powered Devices 0 X - 0 0 X - 0
'Aux:-P,o(vered Dehces_ 0' X is ,. 0.
Aux.Powered Devices - 0 X = 0 0 X = 0
Aux Powered Device0- �X ; = 0 :Os',
Aux.Powered Devices 0 M X - 0 0 X - 0
Aux:Powered Devices 0'< x' 0 O X `.0
Aux.Powered Devices 0 X = 0 0 X - 0
0
Aux Powered.Devices `O X,. X
F zf
,t
'0
`Based on 10%active zones in alarm Total Standby MA ZOGA
Required Minimum Alarm Time in minutes �[.:. .�'..,t 5 Minutes X Total Alarm mA 539 = Total Required Alarm Current 44.917 mAh
Total Standby mA 200A mA
'Numberofstandby:(ioursneeded
Total number of standby mA hours = 4810 mAh
Total reouiredalarm current(rounded)< _'+
Total number of mA hours = 4855 mAh
Coriting¢nry',tactor ';:` t; + 20% „<
Total number of mAh = 5826 mAh
'. ConvertinAh to Ah'._ 1000 fi`
t i
Battery Amp hours requged 2 6 ° p►j" `'
i
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.
XR)50 XRccn, Rage 2 of 3
OFFICE LOCATION: �o�SOUIy MAILING ADDRESS:
Town Hall Annex �� O� P.O.Box 1179
54375 State Route 25 ~ Southold,NY 11971
(cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938
Southold,NY
www.southoldtovvnny.gov
October 22, 2025 PLANNING BOARD OFFICE
TOWN OF SOUTHOLD o CT ,Z 2 2025 E--
I
Ms. Patricia ,C. Moore, Esq. ,,;,rg;,,�
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,
_5ri 0X\ Cam'yto�s
Brian A. Cummings
Senior Planner
cc: Michael Verity, Chief Building Inspector
Sean Magnuson, Owner
FIELD INSPECTION REPORT DATE COMMENTS ,
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STATE ENERGY CODE
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FINAL
ADDITIONAL COMMENTS
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Fotk�ooy 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
For Office Use Only
PERMIT NO. Building Inspector: J64) APR 1 4 2021
Applications and forms must be filled out in their entirety. Incomplete
applrcafions will not be accepted :Where the Applicant�s not the owner,an �`� '�. .`F<<�- � �..
Owner's Authorrzat+on form(Page 2j shall be completed `
m n
Date:4/12/21
t
OWNERS)OF PROPERTY UNIT#
Name:HNF RESORTS INC. SCTM#1000-40.-3-5
Physical Address:tl690 QUEEN STREET, GREENPORT NY 11944
... .._------
Phone _v_...., ... __._.
#:631-477-0022 Email:INFO ELIKAMPGROUND.COM
Mailing Address 690 QUEEN STREET GREENPORT NY 19944
CONTACT.PERSON
Name:SEAN MAGNUSON
Mailing Address:SAME AS ABOVE
Phone#:631-953-3899 Email:
DESIGN PROFESSIONAL INFORMATION j
r
Name:CONDON ENGINEERING
Mailing Address:1755 SIGSBEE RD.MATTITUCK, NY
Phone# 631-298-1986 Email:CONDONENG@OPTONrLINE.NET
CONTRACTOR INFORMATION r z w < r
Name:SEE ATTACHED
Mailing Address:
Phone#: Email:
)4 �'
DESCRIPTION O �PROPOSED CONSTiiUCTION "�' 0 BEDROOM CA�IN
®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? Dyes RNo
1
8
r "*1OPERTY INFORMATION s y
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
R 1.R RESORTRECREATIION - " this property? ®Yes []No IF YES, PROVIDE A COPY.
(]Check'BOX Af ter Reading " hc�owner/contractor/desigrrprofessional is resppnsibte forail drainage andstorm water issuesa5 provided by
Chapter 236"of the Toyrn Code APPLICATIdN IS'HEREBY MADE to theBuUding pepartmenL forthessuance of a Building Permit pursuant to the Bulld�ng Zone
Ordinance_of Lhe Town of 5outNold,Suffolk,County New Ygrk and other applicable laws,,Ordinances"ar Rgulalltons;for the construction of builtlngs
additions aiterations;pr for removal or demolition as here�ndescribed The appl
de andicant agrees to comply with a applicable laws,ordinances buddlr,g code
'housing co regulations and to admit authorized inspectors on premises and in buildings)fornecessafy inspections False statements made herein arb-
;punisfiabie as a Class,A misdemeanor pusuanL,to Section Z30 45 of tfie New York State Renal Laws,
Application Submitted By(print n e) `� @Authorized Agent []Owner
Signature of Applicant C.ONNIE at• UNC�`, -- -"
Notary Public,State of New York No.01 BU6185050
STATE OF NEW YORK) 7 Qualified in Suffolk Count
SS: Commission Expires April 14,=-F
COUNTY OF )
411�M I being duly sworn,deposes and says that(s)he is the applicant
(Name o individual signing con ract)above named,
(S)he is the t �Z - /)),0 V,�,—
(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 L
Q �^
'day of 2031 �'/lJ, ` ) ` (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
w is Sign a Date
SE MA USON
Print Owner's Name
2
{r
BOARD MEMBERS Southold Town Hall
Leslie Kanes Weisman,Chairperson. ���la?SU!/l/y�! 53095 Main Road•P.O.Box 1179
O Southold,NY 11971-0959
Patricia Acampora Office Location.
Eric Dantes y ,e Town Annex/First Floor,
Robert Lehnert,Jr_ • oQ 54375 Main.Road(at Youngs Avenue)
Nicholas Planamento Southold,NY 11971
FUMY;
http J/southoldtownny.gov ®
6�� C��� ®
ZONING BOARD OFAPPEALS
TOWN OF SOUTHOLD .
Tel.(631)765.1809•Fax(631)765-9064 AUG .2 5 ZOZQ
Soutfibld Town Clerk
FINDINGS,DELIBERATIONS AND DETERMINATION
MEETING OF AUGUST 20,2020
ZBA FILE No.:7384SE.
NAME OF APPLICANT: HNF Resorts Inc
PROPERTY LOCATION: 690 Queen Street, Greenport,NY SCTM No. 10004.0-3-5
SERA DETERMINATION: The Southold Town Zoning Board of Appeals. declared Lead Agency
status for the SEQRA review of the special exception application and.an uncoordinated review was
conducted. `It was determined that;this is an Unlisted Action pursuant.to State Environmental-Quality
Review Act(SEQRA) 6<NYGRR,Part 617; as it does nat meet any of the thresholds of:a Type.1 Action;.
nor does'it meet:any of the criteria 'the Type II list of actions and-that-the Southold Town'Zoning Board
of Appeals;pursuant to-SEQRA,hereby made a determination of non sigtificanee for the proposed.action .
and grants a Negative Declaration.
SUFFOLK,COUNTY ADMINISTRATNE CODE: This application was referred-as required under the
Suffolk County Administrafive 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 countywide or inter.-corriinuriity impact.
LWRP DETERMINATION: The reliefs permit, or interpretation requested in this.application is listed
under the Minor Actions exempt list and is not subject to review under Chapter 268.
TOWN OF SOUTHOLD PLANNING BOARD: The Planning Board offered comments on this
application in their June 24, 2026 memorandum. The Planning Board generally has no objection to the
Special Exception and cabin size due to the fact that the existing site and.use thereof received Special
Exception approval in 1976 and Site Plan approval in 1976 and 2005. The Planning Board currently has
not.endorsed a Site Plan for this proposal and reserves the right to make anynecessary 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,Augus`f"20;2020
#7384SE;HNF Resorts,Inc.
SCTM No. 1,R0040 3-5
Trailer campground by removing twenty(20)tent-sites.and constructing twenty(20)seasonal cottage's, as.1
well as variances for twenty(20) cottages measuring 504 sf where the code only allows cottages to
measure a maximum of 450 SR 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. The current site.plan Was, in 2006, and.allows for:63.seasonal RV
sites, 90 short term RV/Pop Up sites, and 33 tent sites. The site plan also approves 186 parking spots
with an 80-car overflow. The original campground& trailer park came about from a Special Exception
permit approval ZBA file#2147 dated July 22, 1976;
A Letter of No-Jurisdiction was issued by the New York State Department of.Conservation (NYSDEC)
indicating that no permit is required.from the.agency, but advised that no construction, disturbance,.
clearing or sedimentation of any kind may take place within 100 feet of NYS regulated freshwater
wetlands-without a permit.
SPECIAL EXCEPTION:
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on August 6,2020 at which time
written and oral evidence were presented. Based upon all testimony,documentation,personal inspection
of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following
facts to be true and relevant and makes the-following findings:
The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280-
142 and finds:
A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties
in adjacent use districts. The subject property has legally existed as a tourist camp since 1976 without
adverse impacts
B. That the use will not prevent the orderly and reasonable use of permitted or legally established
uses in the district wherein the requested use is located or of permitted or legally established uses in
adjacent use districts.No new uses are being proposed in.this application
C. That the safety, the health,the welfare,the comfort, the convenience or the order of the town will
not be adversely affected by the proposed use and its location. The proposed cabins will meet all
county sanitary regulations and will be serviced by Suffolk County Water and Greenport Village
Sewer System. The site is readily accessible to fire and police protection.
-------------D---That-the-use-wi-ll-be-in-harmony-with-and--promote-the-general-purposes-and-intent of-this----------
chapter. The cabins will be in compliance with the Town's storm water management code
Page 3,August 20,2020
#7384SE,HNF Resorts,Inc.
SCTM No. 1000-40-3-5
E. That the use will be compatible with its surroundings and with the character of the neighborhood
and of the community in general, particularly with regard to visibility, scale and overall appearance..
The property is screened from the road, and is adjacent to Moore's Woods.
F. That all proposed structures, equipment and material shall be readily accessible.for fire and police
protection.The existing unimproved road will be widened for better fire and police access and the
campground has its own fire emergency plan and fire truck on site
G.That the proposal shall comply with the requirements of Chapter.236, Stormwater Management
In making such determination,consideration was also given to:
A. The character of the existing and probable development of uses in the district and the
peculiar suitability of;such district for the location of any of such permitted uses.
B. The conservation of property values and the encouragement of the most appropriate uses
of land.
C. The effect that the location of the proposed use and the location that entrances and exits
may have upon the:creation of undue increase of vehicular.-traffic congestion:on public .
streets,highways or sidewalks to assure the public safety.
D. The.availability of adequate and proper public or private water supply and facilities for
the treatment;removal or.discharge of sewage,refuse or other effluent(whether liquid,
solid,gaseous or.otherwise)that may be caused or created by.or as a result.of.'the*use.
E. Whether the use or:the materials incidental thereto.or,produced thereby may.give off
obnoxious gases;odors,smoke or soot.
F: .Whether the use will cause disturbing emissions of electrical discharges;dust,light.,
vibration or noise.
G. Whether the operation in pursuance of the use will cause undue interference with the
orderly enjoyment by the public of parking or of recreational facilities, if existing or if
proposed by the Town or by other competent governmental agencies.
H. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles.
incidental to the use and whether such space is reasonably adequate and appropriate and
can be furnished by the owner of the plot sought to be used within or adjacent to the plot
wherein the use shall be located.
I. Whether a hazard to life, 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�JV-hether the-s-ite-ef-the-propo-sed-use is-par-titular-ty-su table-far-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. 1000-40-3y5.
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 grouniiwater`and surface waters on
and off the site.
AREA VARIANCE:
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on.this application-on August 6,2020 at which time
written and oral evidence were presented. Based upon all testimony,documentation,personal inspection
of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following
facts to be true and relevant and makes.the following findings:
1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the
character of the neighborhood or a detriment to nearby properties. The area where the proposed cabins
are to be located is already cleared for tent camping sites with parking. Due to the size of the property,
and it being adjacent to Moore's Woods,there will be no detrimental effect to-the surrounding
neighborhood.
2. Town Law 4267-b(3)(b)(2)., The benefit sought by`the applicant:carinot be achieved.by some method,
feasible for the applicant to pursue,other than an area variance. The proposed cabins are.504 sq.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 $267-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 §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this
residential community will have an adverse impact on the physical or environmental conditions in the
neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management
Code and conditions set by this board.
5. Town Law 5267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel
after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive
knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the
time of purchase.
6. Town Law V67-b. Grant of the requested relief is the minimum action necessary and adequate to
enable the aPpllicant 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. 1000740-3-5
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 anyprovision 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 UY, Section 280=141.of the Town Code.
Any deviation from.the variance(s).granted herein as shown on the architectural drawings, site plan
and/or survey.cited above, such as:alterations,, extensions, or demolitions, .are nott authorized under this
application when involving nonconformities.under the zoning code.. This.action does not authorize or.
condone any current,br future use, setback or.other feature:of the.subject property that.may violdte.the
Zoning Code, other than such uses, setbacks andother features.as are expressly addressed in this action.
In the event that this is an approval subfect.to conditions; the approvaI 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 filed with the Suffolk County Clerk,within three
(3)years from the date such variance was granted. The Board of Appeals may,upon written
request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)
year terms.
Vote of the Board: Ayes:Members Weisman(Chairperson)Acampora,Dantes,Lehnert,and Planamento
(5-0).
L
Leslie Kanes'WeismaWChairperson
-------- ---Approved for filing /2020 -- ----- --- ------ ------------------
BOARD MEMBERS S
Southold Town Hall
Leslie Kanes Weisman,Chairperson ,`4 �!� 53095 Main Road•P.O.Box 1179
Patricia.Acampora [ Southold,NY 11971-0959
Eric Dantes G ae Office Location:
'mac• • �OQ Town Annex/First Floor,
Robert Lehnert,Jr.. fly �Nicholas Planamento COU 54375 Main Road(at Youngs Avenue)
(VT'i,� Southold,NY 11971
http://southoldtownny.gov
:ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD ICE,
"-May 19,2021 EP !f V i �-•�1
Tel.(631.)765-1809•Fax(631)765-9064 �
Eileen Wingate
Quite Man Studio MAY 2.0 2021
28.05 West,IVlill:Road; .
Mattituck,,NY 11952 13 ..DI 'r IEP ,
RE: equest for De 1VIi'nimus'Deeririination ,
Appeal N0 7384SE,INF Resorts;
690 Queen Street, (Creenport
SC.TM No. 1.000407.3-5
Dear Ms. Wingate;
I am in receipt of your correspondence, dated May-'I 1, Q21, requesting-4 de miniinus detertninatlon iri the
above.referenced Lyontng Board of Appeals.:Special Exception Permit'anal Area 'Vartanc _decYstn=: '
In your lettef;you request'.de,mintmus approval for a Special Exception and Area Variance..
to to.
nstructr2. 0.
seasonal use cabins which exceed the maxirrYti square feet in area rri accordance wtth.the Town Code,upon .:
an existing:campgrourxcT, You'explain that upon recommeodatiop of the.Tovtrn.s Planning Board,-,dt.the
revised stte plan dep7cts a re location of the.cabins to order.to.preseive as rrany trees as pQssxble;anal tha#the 3
nurnlier of cabins have been reduced to 1.9 Furthermore,you Mated that the cabin re look 48 n eet.all- - k
zoning requirei.ii s puxsuant to.Chapter-25 of the Town Code:
Based upon the information provided '!have determined that your request is de miniinus in nature because .
the changes do not increase the degree of non-conformity, and the.decision continues to follow the general
s
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.
SS' cer y,
eslie anes Weisman
Chairperson
cc: Michael Verity, Chief Building Inspector
Heather Lanza, Planning Director
OFFICE T.00ATIUN: MAILING ADDRESS:
Town Hall AnnexF 7 w x a
f P.O.Box 1179
!' 54375 State Route 25 r ' Southold, NY 31971,
(cor.Main Rd. &Youngs Ave.}
'e 2,. ' Tel hone:631 765-1938
Southold, NY P
cis 1 '•„ '.www:southoldtownny.gov
v
PLANNING BOARD OFFICE
`' .TO�V'IV;QF,SO,UTHOLD., ::
October 6, 2020
Ms. Eileen Wingate
280.5 West Mill.Road
Mattituck•,-NY 11952:.' .
Re: Site Plan Approval: Eastern Long Island Kampground Cabins
64500 CR 48, Greenport
SCTM#1000-40.-3-5
Dear Ms. Wingate:
The following resolutions were adopted at a meeting of the Southold Town Planning Board
on October 5, 2020:
WHEREAS, this amended site plan is to replace 33 existing tent sites with the proposed
construction of 20 seasonal cabins at 504 sq, ft, each and a 600 sq.ft. pavilion as part of
an existing campground on 23.32 acres in the RR Zoning District,.,Green,port; and
WHEREAS, on December-20,.2019 and January 9, 2020, Eileen.Wingate, authorized
agent, submitted an Amended Site Plan Application-for review-..and
WHEREAS, on February 5, 2020 and February 7, 2020, Eileen Wingate, authorized agent,
submitted an.Amended Site Plan Application fee and other information for review; and
WHEREAS, on February 10, 2020, the Southold Town.Planning Board dete,rmin,ed the
application as complete for'review;.and.
WHEREAS, on February 10, 2020, the Planning Board, pursuant to State Environmental
Quality Review Act (SEQRA) 6 NYCRR, Part.,617, determined that the proposed action is
an Unlisted Action as it does not meet any-of the thresholds of a Type l Action, nor does it
meet any of the criteria on the,Type l list of actions; and
i
WHEREAS,'on February 12, 2020, the Planning Board, pursuant to.,Southold Town .Code
§280-131 C., distributed the application to the required agencies for their comments; and
to f �
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NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
www.dec,ny.gov
Dacernber• 1.2*2010
Eastern.Long,,Island.Kampground
nt Ma
Gree.nporc;:Nk1F 11144
RE; Delineation of a portion of the wetlands adjacent to your property,.Eastern Long
Jsiand XamWounds(SCTM# 1000-40-3-5)
Dear Mr. Magnuson,
The L�epartrner�t,pf"'Enuironmental Conservation implements.Article-.2 which is the:;
Fresh Water Wetland.Act. Under Article 24, the Department.has UNBd�Ction over aiF
re }utated.freshwatsr wetlands and 100 feet landward of those wetlands._Many.act{v�ties"
: : ' tegli tvribtf 1eathea
v :.Pe
Ja
x � .
Conducting tihese activities�ritho►at fire 66nefit of'�a of fry this t is a
�riQlation of Article 24 of the Environmental Conservation .Law(,ECL).and.�6NYCRR Part-
.150 (the regulations,promulgated'underArticle:24}. Activities gre�te�than 100,fee#
from NY,Stata:regulated freshwater wetlands would not require an Article 74
:)erm!#frorn'this:D:. artmdnt ''..::.:
HIS&
for the purposes of del'mation the wetland.boundary for a proposed project in the
southeast corner of"the property:The management of the facility is proposing to
construct a number of cabins within the wooded portion of the lot; around an existing
cleared trail, all in the southeast corner of the property. Staff investigated the wetlands
to the east,south acid west of the proposed protect No,outer wetlandt on orrlt
� � i���'
In
earner.
To the.east of the project, staff found the regulated freshwater wetlands.to be greater
than 200 feet from the property line. As such, staffdid"not bother to place any flags to
denwcate the boundary.
ca=
Tor:tFAe ,:styftdeaa ar3dt eve zflstant 'to$
..:More. o-'1 :Teet Itam: �. ;l m r, e w o dose �n t is .
location than to the east of the project and staff placed seven flags along the Wetland
boundary.
To the west and southwest of the project, the wetland moves away from the project,but
there is a small pocket:of wetland. Staff placed:.2 fiags at the points where that small.
pc�cet es.:� i A� attfr
vas, Re t1M, 1 .fenti the--
weflandwtt
property:
The existing, legally cleared.campground is located to the.north of the proposed project
and there are no regulated freshwater wetlands within 100 feet of the project in that
location.
ft
- ram
Again, activities great®r than 100 feet from regulated w®tlantls.do not require
Article 24 permits from this Department.The wetlands come closest to the project in
the southwestern portion of the project and may come close-to 100 feet from the
property line. you thould have-ali of the wetland flage surveyed and placed ort a swte
flan for the,Q.rafectto confrm the distances estiM-0ted in the field, Fvrthe $mall..
ts �tip gAM
n �s
: 0" mylli '
and therefore any regulated activity.wouid be even farther from the wetland. on any site
plan for the project you should show a Limit of Clearing, Grading anO.Ground
Disturbance line. That is a work line, in that no.work of any kind would take place
beyond that line. if that lire is 100 feet-or greater from all.of the wetland flags you would
not need an Article 24 permit from-this Department.
Sincerel
Elan Lewis
�OSUf¢pl�.0 Bem
NG DEPARTMENT- Electrical Inspector
DEC 1 1 2023TOWN OF SOUTHOLDo = Townnex- 54375 Main Road - PO Box 1179
v' * °sa►lduse. D Isarea Southold, New York 11971-0959
��"°�Un of 3outho„ llephone (631) 765-1802 - FAX (631) 765-9502
6amesh(-southoldtownny.aov - seanda-southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 11-Dec 2023
Company Name: Woodhollow Contracting, Corp
Electrician's Name: Nicholas Gasparo
License No.: ME-60139 Elec. email: cshcherbelis@woodhollowdesigns.com
Elec. Phone No: 516-827-5916 El I request an email copy of Certificate of Compliance
Elec. Address.: 103 School St Lindenshurst NY 11757
JOB SITE INFORMATION (All Information Required)
Name: HNF Resorts LI/Eastern Long Island Kampground
Address: 64500 County Rd 48 Green port, NY 11944
Cross Street:
Phone No.:
Bldg.Permit#: "L U email: sean@magnuson.one
Tax Map District: 1000 Section: O 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 E NO Rough In Final
Do you need a Temp Certificate?: O YES ❑ NO Issued On
Temp Information: (All information required)
Service Size01 Ph 03 Ph Size: A # Meters Old Meter#
❑New Service Fire Reconnect[—]Flood ReconnectOService Reconnect OUnderground OOverhead
# Underground Laterals 1 2 H Frame Pole Work done on-Service? Y FIN
Additional Information:
PAYMENT DUE WITH APPLICATION
�-PERWW IM-799 ;Address:S: HNF Resorts LI LLC
Eastern Long Island (Campground
,switches 64500 CR 48/690 Queen St
ii6t s Greenport, NY 11944
Tax Map ID: 1000-40-03-05
2-
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\ � o N Scale: 1-=20•-W Condon Engineering, P.C.
Eastern Long Islan
Drawn by: UC 1755 Sigsbee Road Camp Grounds SP-1
'fix p Date:3-13-2021 Matti 31 298-1986tuck.New York 11952 690 Queen Street
QO 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.
Winter Larle(s) MUST Be InsPected By The
Suffolk County Deft. Of Hearlth Services.
Call 852-5754, 48 Hours In Advance
To Schedule Irapec bm(:s).
E.NGINEER'R"CERTIFICATION REQUIRED.
SUBMIT P.E.OR R.A. CERTIFICATION
FOR INSTALLATION AND CONSTRUCTION
OF�/�� 5 ,,�
FOR FINAL APPROVAL. ID
03
r00
ME D
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APR 0 2.2021
7S
n) p Goc'd - +a s ( ES
1 •� ""Oil �� ��� '���
'$' �, 4/2/2021 SCDHS GOMME�J`s
afr A "•� 3/15/2021 CRBIN REVISIONS
•v o Cd y� 10/21/2020 SCDHS COMM--J'S,.
c"O : OWMME� STC
7/22/2020 REV BI.1aGS �` '
V o ' `� +°I 6/22/2020 SCDI S COMMENTS
c z o a,•b N A 678/2020+SCDH$:COMME. (yTS.
'D ti, t 5/26/2026.SC;, .S
•� M M H :CO,,MMENTS..
0 A, � . � a REVISIONS.
OF NEy�r
�r'SE.P .O
HEALTH DEPARTMENT APPROVAL STAMP
W
� W
0 19 2
S.C.T.M.: DIST. 1000 SEC.40 BLK. 03 LOT.05 SIO�P�"�
ndon Engineering, P.C.
EASTERN LONG ISLAND
KAMPGROUND
1755 Sigsbee Road 690 QUEEN STREET
Mattituck, New York 11952 OF
(631) 298-1986 (631)298-2651 fax GREENPORT, NY 11944
g g OVERALL SANITARY PLAN
www.Condonen ineedn .com
' 1
r
i
SUBJECT
PREMISES
KEY MAP
SCALE 1'=600'
r
i
SHEET 1 OF 2
StJFFOLK COUTY DEPARTMENT OF HEALTH SERVICES
APPROVAL OF CONSTP ACTED WORKS
DATE 7/23/25 H,S. Ref. No, C-20-0055
The sewage disposal and stater supply facilities
at this location have been inspected andfor
certified by this department or other agenc es
and found to be satisfactory
)Oo ATHAN PAI. P E..CHIEF
OFFICE OF WASTEWATER MANAGEMENT
COMcheck Software Version 4.1.5.1
Envelope Compliance Certifict�
Project Information
EnergyCode: 90.1 (2016)`Stand8rd
Project Title: Eastern Cong`Island Campground-2 Bedroom Cabin a
lvocation' Greeripo-rt, New York
Climate Zone:.:. .. ;4a
Project Type:� New Construction
Vertipl..Glazing/Wall Area: 10%:
Performance Sim.Specs: EnergyPlus 8.4 0:009.(Ei?Ws USA_CT_Bridgeport-Sikorsky.Mem.AP.725040 TMY3.epw)
Constrvc4on Site: Owner/Agent Designer/Contractor
;,b Queen Street Easkern Lp: Island Cara `-round John Condon P E
g Rg J J
Greenport, NY Condon Engineering,PC
1755 Sigsbee Road
Mattituck, NY-11952
631 298-1986
-Building Area Floor Area_
1-Motel.: Residential 499
`Envelope:Assemblies
Assombly.
Gross Area Cavity Cont. Proposed Budget U
or R-Value R Value U-Factor Factor(e)
'._Perimeter
Roof 1:Attic,Roof with Wood Joists;[Bldg;Use 1-Motel] 499 49.0 0.0 0.021 0.021
Floor 1:Wood-Framed,[Bldg..-Use 1 Motel] 499 30:0 0.0 0.033 0.0.3,3
NORTH
Exterior Wall 3:Wood-Framed,16':Mo.,[Bldg,.Use 1-Motel] . 144 21.0 0.0 0.062 0:064-
Window:&Wood Frame:Operable,Perf.Specs.:Product ID CXW14, 10 — — 0.260 0.310
SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b)
Window 7:Wood Frame:Operable,Perf.Specs.:Product ID CXW14, 10 - — 0.260 0.310
SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b)
EAST
Exterior Wall 2:Wood-Framed,16"o.c.,[Bldg.Use 1-Motel] 224 21.0 0.0 0.062 0.064
Window.3:Wood Frame:Operable,Perf.Specs.:Product ID CW13, 5 — 0:260 0.31.0
-SHGG0:34,V-T-0.5F,[BldgvUse-1---Motel]-(b)-....
Window 4:Wood Frame:Operable,Perf.Specs.:Product ID CX14, 10 — — 0.260 0.310
SHGC 0.34,VT 0.57,[Bldg.:Use 1-Motel](0)
Window 5:Wood Frame-Operable,'.Perf.Specs.:Product ID CX14, 10 — — 0.260 0.310
SHGC 0.34,.VT 0.57,[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.lsland Campground-2 Bedroom Cabin Report date: 03/05/21
Data filename: C:\Users\Owner\Favorites\ComChecks\2 Bedroom Cottage.cck Page 1 of 10
Assembly. Gross Area Cavity Cont. Proposed Budget U-
" or R-Value R-Value_ U-Factor Factor(.)
Perimeter
WEST
Exterior Wall 4:Wood-Framed, 16"o.c.,[Bldg.Use 1-Motel] 224 21.0 0.0 0.062 0.064
Window 7:Wood.Frame:Operable,Perf.Specs.:Product ID CW13, 5 — — 0.260 0.310
SHGC 0.34,VT 0:57;[Bldg.Use 1-Motel](b)
i
(a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements.
(b)Fenestration product performance mustbeacertified:'in.ac cordancewith•NFRC and requires supporting.documentation.
;'Envelope PASSES:'De'*s1gn:1% better than code
fnve(ope Compliance Statement
Corriphance Statement: The proposed envelope design,represented in this.document is.consistent with the.building plans,
specifications,and other calculations submitted with this_permit ipplic tian: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 kiist.
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 #14
Fire Sprinkler Reports
for
Eastern Long Island Campground
z
690 Queen Street
Greenport New York'
PEEOF NE*1y
J. co 0
4 �
FO 051684
F SSlO ��'
APPROVED AS NOTED
'
DATE:?/ G 0 B.P.# (-1 5 �T p
FEE 360 BY: `1/ Prepared By:
NOTIFY FIRE MARSHAL AT 631-765-1802
FOR THE FOLLOWING INSPECTIONS: John Condon
Condon Engineering, P.C.
1. ROUGH INSPECTION
2. COMPLIANCE TESTING 1755 Sigsbee Road
Mattituck,New York
3. FINAL INSPECTION
631-298-1986
ALL WORK SHALL COMPLY WITH NYS February4,2024
CODES AND APPLICABLE NFPA
STANDARDS
„;
n
Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc.
Condon Engineering 3 Cabin#14
Mattituck,NY 11952 E. ►►.`'. 'Page 2
General Project Data Report
General Data
Project Title: Cabin#14 Project File Name: Cabin 14..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#14 Building Owner:
Contact at Building: Phone at Building:
Address Of Building: 690 Queen Street City, State Zip Code: Greenport, New York
Project Data _
Description Of Hazard: Light Hazard Sprinkler System Type: Wet
Design Area Of Water Application: 144 ft2 Maximum Area Per Sprinkler: 144 ft2
Default Sprinkler K-Factor: 5.60 K Default Pipe Material: SCHED 40 STEEL BLK
Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm
In Rack Sprinkler Allowance: 0.00 gpm
Sprinkler Specifications
Make: Reliable Model: G5-56
Size: 1/2 Temperature Rating: 135 F
NONE
Water Supply Test Data
Source Of Information: SCWA
Test Hydrant ID: 825134000 Date Of Test: 1-11-2021
Hydrant Elevation: 0 ft Static Pressure: 66.00 psi
Test Flow Rate: 1503.00 gpm Test Residual Pressure: 52.00 psi
Calculated System Flow Rate: 91.51 gpm Calculated Inflow Residual Pressure: 52.27 psi
Available Residual Pressure At 65.92 psi
System Flow:
Calculation Project Data
Calculation Mode: Demand
HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.09 gpm/ft2
Maximum Water Velocity: 20.00 ft/s Maximum Frictional Loss/100 feet: 20.00 psi
Number Of Active Nodes: 26
Number Of Active Pipes: 25 Number Of Inactive Pipes: 0
Number Of Active Sprinklers: 6 Number Of Inactive Sprinklers: 0
C:\...\Cabin 14.fiw - Monday, February 5, 2024, 10:55 AM
Fire-'Fire Sprinkler Hydraulics Calculation Program Elite Software Development,,Inc.
Condon Engineering } ' Cabin#14
Mattituck,NY"11952`., . ;rJe.4 •Page 3:
Fire Sprinkler Input Data ,
Node Ilnput 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
R Fittings (ft) KFactor(K)
1 Sprinkler A 5.60 7.78 11.00 0.00
--- 0.000 0.0 ---- 0.0 0.00
2 Sprinkler A 5.60 7.74 11.00 0.00
---- 0.000 '0.0 0.0 0.00
3 Sprinkler A 5.60 7.60 11.00 0.00
---- 0.000 0.0 --- 0.0 0.00
4 Sprinkler A 5.60 7.38 11.00 0.00
--- 0.000 0.0 ---- 0.0 0.00
5 Sprinkler A 5.60 7.02 11.00 0.00
---- 0.000 0.0 ---- 0.0 0.00
6 Sprinkler A 5.60 7.00 11.00 0.00
-- 0.000 0.0 --- 0.0 0.00
7 No Discharge ---- N/A 7.86 11.00 0.00
---- 0.000 0.0 ---- 0.0 0.00
8 No Discharge --- N/A 7.87 11.00 0.00
--- 0.000 0.0 ---- 0.0 0.00
9 No Discharge --- N/A 7.92 11.00 0.00
---- 0.000 0.0 ---- 0.0 0.00
10 No Discharge --- N/A 8.36 11.00 0.00
---- 0.000 0.0 --- 0.0 0.00
" 11 No Discharge ---- N/A 8.21 11.00 0.00
---- 0.000 0.0 ---- 0.0 0.00
12 No Discharge ---- N/A 8.84 11.00 0.00
--- 0.000 0.0 ---- 0.0 0.00
13 No Discharge ---- N/A 16.81 -4.00 0.00
---- 0.000 0.0 --- 0.0 0.00
15 No Discharge ---- N/A 19.13 -4.00 0.00
--- 0.000 0.0 --- 0.0 0.00
16 No Discharge --- N/A 17.57 2.00 0.00
---- 0.000 0.0 ---- 0.0 0.00
17 No Discharge ---- N/A 23.58 2.00 0.00
--- 0.000 0.0 ---- 0.0 0.00
C:\...\Cabin 14.fiw Monday, February 5, 2024, 10:55 AM
Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc.
Condon Engineering ! s ': Cabin#14
Mattituck,NY 11952 r -' Page 4
Fire Sprinkler Input Data,"
Node tnputData (conttd°�
Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler
Node Node Description Branch Dia. KFactor(K) Estimate(psi) Branch Non- Flow(gpm)
No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk
(ft) Fittings ' (ft) KFactor(K)
18 No Discharge ---- N/A 27.30 -4.00 0.00
---- 0.000 0.0 ---- 0.0 0.00
20 No Discharge --- N/A 30.18 -4.00 0.00
--- 0.000 0.0 -- 0.0 0.00
30 No Discharge ---- N/A 34.09 -4.00 0.00
0.000 0.0 --- 0.0 0.00
31 No Discharge ---- N/A 35.37 -4.00 0.00
---- 0.000 0.0 ---- 0.0 0.00
32 No Discharge -- N/A 35.79 -4.00 0.00
--- 0.000 0.0 --- 0.0 0.00
33 No Discharge ---- N/A 39.86 -4.00 0.00
-- 0.000 0.0 --- 0.0 0.00
35 No Discharge ---- N/A 40.24 -4.00 0.00
--- 0.000 0.0 --- 0.0 0.00
36 No Discharge ---- N/A 43.25 -4.00 0.00
--- 0.000 0.0 --- 0.0 0.00
37 No Discharge ---- N/A 51.96 -4.00 0.00
--- 0.000 0.0 --- 0.0 0.00
40 No Discharge ---- N/A 52.27 -4.00 0.00
---- 0.000 0:0 ---- 0.0 0.00
C:\...\Cabin 14.fiw Monday, February 5, 2024, 10:55 AM
Fire Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc.
Condon Engineering Cabin#14
Mattituck NY 11952 E,tiiW;'. page 5
Fire=Sprinkler Input Data
Pipe:llnplut`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 BLAZEMASTER CPVC 1.000 0 T 5.00 5.00 10.00 150
2 11 BLAZEMASTER CPVC 1.000 0 T 6.00 5.00 11.00 150
3 9 BLAZEMASTER CPVC 1.000 0 T 2.50 5.00 7.50 150
4 8 BLAZEMASTER CPVC 1.000 0 E 5.00 7.00 12.00 150
5 7 BLAZEMASTER CPVC 1.000 0 ET 9.50 12.00 21.50 150
6 7 BLAZEMASTER CPVC 1�000 0 ET 10.00 12.00 22.00 150
7 8 BLAZEMASTER CPVC 2.000 0 1.50 0.00 1.50 150
8 9 BLAZEMASTER CPVC 2.000 0 3.00 0.00 3.00 150
9 10 BLAZEMASTER CPVC 2.000 0 T 5.50 10.00 15.50 150
10 12 SCHED 40 STEEL BLK 2.000 0 E 2.50 3.50 6.00 120
11 10 BLAZEMASTER CPVC 2.000 0 T 7.50 10.00 17.50 150
12 13 SCHED 40 STEEL BLK 2.000 0 E 15.00 3.50 18.50 120
13 15 SCHED 40 STEEL BLK 2.500 0 2T 52.00 17.00 69.00 120
15 16 SCHED 40 STEEL BLK 2.000 0 2E 6.00 7.00 13.00' 120
16 17 Backflo Prev 6.000 Loss
17 18 SCHED 40 STEEL BLK 2.000 0 2E 7.00 7.00 14.00 120
18 20 SCHED 40 STEEL BLK 2.000 0 T 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 2LT 332.00 17.70 349.70 120
33 35 SCHED 40 STEEL BLK 4.000 0 EL 111.00 11.30 122.30 120
35 36 Backflo Prev 3.000 Loss
36 37 SCHED 40 STEEL BLK 2.000 0 2L 105.00 4.20 109.20 120
37 40 SCHED 40 STEEL BLK 6.000 0 T 712.00 21.40 733.40 120
C:\...\Cabin 14.fiw Monday, February 5, 2024, 10:55 AM
Fire-Fire Sprinkler Hydraulics Calculation Program r, Elite Software Development,Inc.
Condon Engineering ' 3 Cabin#14
Mattituck,NY 11952 .Yk►.x Page 6
Fire Sprinkler Output Data
Overall NG"A Groupings ; utput,Data
Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance
Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg.
Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure(psi) Node(gpm)
1 11 0 -15.62 15.62 0.00 0.00 7.78
2 11 0 -15.58 15.58 0.00 0.00 7.74 0.00023
3 9 0 -15.44 15.44 0.00 0.00 7.60 0.00023
4 8 0 -15.21 15.21 0.00 0.00 7.38 0.00020
5 7 0 -14.83 14.83 0.00 0.00 7.02 0.00015
6 7 0 -14.82 14.82 0.00 0.00 7.00 0.00018
7 5 0 14.83 0.00 0.00 0.00 7.86 -0.00017
7 6 0 14.82
7 8 0 -29.65
8 4 0 15.21 0.00 0.00 0.00 7.87 0.00000
8 7 0 29.65
8 9 0 -44.86
9 3 0 15.44 0.00 0.00 0.00 7.92 0.00000
9 8 0 44.86
9 10 0 -60.30
10 9 0 60.30 0.00 0.00 0.00 8.36 0.00000
10 12 0 -91.51
10 11 0 31.20
11 1 0 15.62 0.00 0.00 0.00 8.21 0.00000
11 2 0 15.58
11 10 0 -31.20
12 10 0 91.51 0.00 0.00 0.00 8.84 0.00000
12 13 0 -91.51
13 12 0 91.51 0.00 0.00 0.00 16.81 0.00000
13 15 0 -91.51
15 13 0 91.51 0.00 0.00 0.00 19.13 0.00000
15 16 0 -91.51
16 15 0 91.51 0.00 0.00 0.00 17.57 -0.03809
16 17 0 -91.55
17 16 0 91.55 0.00 0.00 0.00 23.58 0.03809
17 18 0 -91.51
18 17 0 91.51 0.00 0.00 0.00 27.30 0.00000
18 20 0 -91.51
C:\...\Cabin 14.fiw Monday, February 5, 2024, 10:55 AM
Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc.
Condon Engineering ! E� Cabin#14
IVlattituck,NY 11952 Page 7
Fire Sprinkler Output Data
OverallNode Groupings;O_utput:Data (.colnt'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 91.51 0.00 0.00 0.00 30.18 0.00000
20 30 0 -91.51
30 20 0 91.51 0.00 0.00 0.00 34.09 0.00000
30 31 0 -91.51
31 30 0 91.51 0.00 0.00 0.00 35.37 0.00000
31 32 0 -91.51
32 31 0 91.51 0.00 0.00 0.00 35.79 0.00000
32 33 0 -91.51
33 32 0 91.51 0.00 0.00 0.00 39.86 0.00000
33 35 0 -91.51
35 33 0 91.51 0.00 0.00 0.00 40.24 -0.03810
35 36 0 -91.55
36 35 0 91.55 0.00 0.00 0.00 43.25 0.03810
36 37 0 -91.51
37 36 0 91.51 0.00 0.00 0.00 51.96 0.00000
37 40 0 -91.51
40 37 0 91.51 0.00 0.00 -91.51 52.27
C:\...\Cabin 14.fiw Monday, February 5, 2024, 10:55 AM
Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc.
Condon Engineering Cabin#14
• Maftituck,NY 11952 f. ;.` Page 8
Fire Sprinkler Output Data
Overall Pipe'Output Data
Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi)
Elevation Q (gpm) (psi/ft) Fit-Len.
End. KFactor Discharge Pressure Inside Dia. PE-(psi)
Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi)
(fps) Type-Grp (ft)
5 5.60 11.00 14.83 7.02 1.00 14.83 0.03916 9.50 0.842
7 0.00 11.00 0.00 7.86 1.101 14.83 ET 12.00 0.000
BLAZEMASTER CPVC 150 5.00 0 21.50 0.842
6 5.60 11.00 14.82 7.00 1.00 14.82 0.03907 10.00 0.860
7 0.00 11.00 0.00 7.86 1.101 14.82 ET 12.00 10.000
BLAZEMASTER CPVC 150 4.99 0 22.00 0.860
4 5.60 11.00 15.21 7.38 1.00 15.21 0.04103 5.00 0.492
8 0.00 11.00 0.00 7.87 1.101 15.21 E 7.00 0.000
BLAZEMASTER CPVC 150 5.13 01 12.00 0.492
7 0.00 11.00 0.00 7.86 2.00 0.00 0.00765 1.50 0.011
8 0.00 11.00 0.00 7.87 2.003 29.65 ----- 0.00 0.000
BLAZEMASTER CPVC 150 3.02 0 1.50 0.011
3 5.60 11.00 15.44 7.60 1.00 15.44 0.04218 2.50 0.316
9 0.00 11.00 0.00 7.92 1.101 15.44 T 5.00 0.000
BLAZEMASTER CPVC 150 5.20 0 7.50 0.316
8 0.00 11.00 0.00 7.87 2.00 0.00 0.01646 3.00 0.049
9 0.00 11.00 0.00 7.92 2.003 44.86 ----- 0.00 0.000
BLAZEMASTER CPVC 150 4.57 0 3.00 0.049
9 0.00 11.00 0.00 7.92 2.00 0.00 0.02845 5.50 0.441
10 0.00 11.00 0.00 8.36 2.003 60.30 T 10.00 0.000
BLAZEMASTER CPVC 150 6.14 0 15.50 0.441
11 0.00 11.00 0.00 8.21 2.00 0.00 0.00841 7.50 0.147
10 0.00 11.00 0.00 8.36 2.003 31.20 T 10.00 0.000
BLAZEMASTER CPVC 150 3.18 0 17.50 0.147
1 5.60 11.00 15.62 7.78 1.00 15.62 0.04310 5.00 0.431
11 0.00 11.00 0.00 8.21 1.101 15.62 T 5.00 0.000
BLAZEMASTER CPVC 150 5.26 0 10.00 0.431
2 5.60 11.00 15.58 7.74 1.00 15.58 0.04289 6.00 0.472
11 0.00 11.00 0.00 8.21 1.101 15.58 T 5.00 0.000
BLAZEMASTER CPVC 150 5.25 0 11.00 0.472
10 0.00 11.00 0.00 8.36 2.00 0.00 0.07979 2.50 0.479
12 0.00 11.00 0.00 8.84 2.067 91.51 E 3.50 0.000
SCHED 40 STEEL BLK 120 8.75 0 6.00 0.479
12 0.00 11.00 0.00 8.84 2.00 0.00 0.07979 15.00 1.476
13 0.00 -4.00 0.00 16.81 2.067 91.51 E 3.50 6.495
SCHED 40 STEEL BLK 120 8.75 0 18.50 7.971
C:\...\Cabin 14.fiw Monday, February 5, 2024, 10:55 AM
Fire-Fire Sprinkler Hydraulics Calculation Programti Elite Software Development,Inca
Condon Engineering811 Cabin#14
Maftituck,NY 11952 r afe,.'. Page 9-
Fire-Sprinkler Output-Data "'
Overall Pipe Output Data (co-nVd)
Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi)
Elevation Q (gpm) (psi/ft) Fit-Len.
End. KFactor Discharge Pressure Inside Dia. PE-(psi)
Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi)
(fps) Type-Grp (ft)
13 0.00 -4.00 0.00 16.81 2.50 0.00 0.03358 52.00 2.317
15 0.00 -4.00 0.00 19.13 2.469 91.51 2T 17.00 0.000
SCHED 40 STEEL BLK 120 6.13 0 69.00 2.317
15 0.00 -4.00 0.00 19.13 2.00 0.00 0.07979 6.00 1.037
16 0.00 2.00 0.00 17.57 2.067 91.51 2E 7.00 -2.598
SCHED 40 STEEL BLK 120 8.75 0 13.00 -1.561
16 Backflo 2.00 17.57 91.55
Prev
17 6.00 psi 2.00 23.58
17 0.00 2.00 0.00 23.58 2.00 0.00 0.07979 7.00• 1.117
18 0.00 -4.00 0.00 27.30 2.067 91.51 2E 7.00 2.598
SCHED 40 STEEL BLK 120 8.75 0 14.00 3.715
18 0.00 -4.00 0.00 27.30 2.00 0.00 0.07979 29.00 2.880
20 0.00 -4.00 0.00 30.18 2.067 91.51 T 7.10 0.000
SCHED 40 STEEL BLK 120 8.75 0 36.10 2.880
20 0.00 -4.00 0.00 30.18 4.00 0.00 0.00310 1190.00 3.914
30 0.00 -4.00 0.00 34.09 4.026 91.51 10E 71.00 0.000
SCHED 40 STEEL BLK 120 2.31 0 1261.00 3.914
30 0.00 -4.00 0.00 34.09 4.00 0.00 0.00310 400.00 1.277
31 0.00 -4.00 0.00 35.37 4.026 91.51 EL 11.30 0.000
SCHED 40 STEEL BLK 120 2.31 0 411.30 1.277
31 0.00 -4.00 0.00 35,37 4.00 0.00 0.00310 120.00 0.417
32 0.00 -4.00 0.00 35.79 4.026 91.61 T 14.20 0.000
SCHED 40 STEEL BLK 120 2.31 0 134.20 0.417
32 0.00 -4.00 0.00 35.79 3.00 '0.00 0.01166 332.00 4.077
33 0.00 -4.00 0.00 39.86 3.068 91.51 2LT 17.70 0.000
SCHED 40 STEEL BLK 120 3.97 0 349.70 4.077
33 0.00 -4.00 0.00 39.86 4.00 0.00 0.00310 111.00 0,380
35 0.00 -4.00 0.00 40.24 4.026 91.51 EL 11.30 0.000
SCHED 40 STEEL BLK 120 2.31 0 122.30 0.380
35 Backflo -4.00 40.24 91.55
Prev
36 3.00 psi -4.00 43.25
C:\...\Cabin 14.fiw Monday, February 5, 2024, 10:55 AM
• Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc.
Condon Engineering Ef 1t Cabin#14
Mattituck, NY 11952 F. + Page 10
Fire Sprinkler Output :Data
Overall Pipe Output Data (cont'd)
Beg. Nodal Spk/Hose Residual Nom. q(gpm) F. L./ft Pipe-Len.Dia. PF-(psi)
Elevation Q (gpm) (psi/ft) Fit-Len.
End. KFactor Discharge Pressure Inside Dia. PE-(psi)
Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi)
(fps) Type-Grp (ft)
36 0.00 -4.00 0.00 43.25 2.00 0.00 0.07979 105.00 8.713
37 0.00 -4.00 0.00 51.96 2.067 91.51 2L 4.20 0.000
SCHED 40 STEEL BLK 120 8.75 0 109.20 8.713
37 0.00 -4.00 0.00 51.96 6.00 0.00 0.00042 712.00 0.309
40 0.00 -4.00 0.00 52.27 6.065 91.51 T 21.40 0.000
SCHED 40 STEEL BLK 120 1.02 0 733.40 0.309
CA...\Cabin 14.fiw Monday, February 5, 2024, 10:55 AM
Fire-Fire Sprinkler Hydraulics Calculation Program ftk
Elite Software Development,Inc.
Condon Engineering X Cabin#14
Mattituck,NY 1.1952 r.Ys►c. Page 11
Fire Sprinkler Output Data
Overall'Sprinkler Output'Data
Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler
Sprinkler Elevation Pressure z Density Discharge
Node No. Code KFactor(K) (feet) (psi) (ft ) (gpm/ft2) (gpm)
1 A 5.60 11.00 7.78 144.00 0.'108 15.62
2 A 5.60 11.00 7.74 144.00 0.108 15.58
3 A 5.60 11.00 7.60 144.00 0.107 15.44
4 A 5.60 11.00 7.38 144.00 0.106 15.21
5 A 5.60 11.00 7.02 144.00 0.103 14.83
6 A 5.60 11.00 7.00 144.00 0.103 14.82
Sub Totals For Group A 864.00 0.106 91.51
Totals For All Groups 864:00 0.106 91.51
C:\...\Cabin 14.fiw Monday, February 5, 2024, 10:55 AM
Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc.
Condon Engineering r!_3- Cabin#14
Mattituck,NY 11952 ;i1W'. Page 12
Fire Sprinkler Output Summary
Hydraulically Most Demanding Sprinkler Node
HMD Sprinkler Node Number: 6
HMD Actual Residual Pressure: 7.00 psi
HMD Actual Flow: 14.82 gpm
Sprinkler Summary
Sprinkler System Type: Wet
Specified Area Of Application: 144.00 ft2
Minimum Desired Density: 0.090 gpm/ft2
Application Average Density: 0.635 gpm/ft2
Application Average Area Per Sprinkler: 24.00 ft2
Sprinkler Flow: 91.51 gpm
Average Sprinkler Flow: 15.25 gpm
Flow Velocity And Imbalance Summary
Maximum Flow Velocity( In Pipe 10- 12) 8.75 ft/sec
Maximum Velocity Pressure( In Pipe 10-12) 0.52 psi
Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi
Actual Maximum Nodal Pressure Imbalance: 0.0063 psi
Actual Average Nodal Pressure Imbalance: 0.0020 psi
Actual Maximum Nodal Flow Imbalance: 0.0381 gpm
Actual Average Nodal Flow Imbalance: 0.0059 gpm
Overall Network Summary
Number Of Unique Pipe Sections: 25
Number Of Flowing Sprinklers: 6
Pipe System Water Volume: 2446.67 gal
Sprinkler Flow: 91.51 gpm
Non-Sprinkler Flow: 0.00 gpm
Minimum Required Residual Pressure At System Inflow 52.27 psi
Node:
Demand Flow At System Inflow Node: 91.51 gpm
C:\...\Cabin 1.4.fiw Monday, February 5, 2024, 10:55 AM
Fire=Fire Sprinkler Hydraulics Calculation Program f i Elite Software Development,Inc.
Condon Engineering 4 Cabin#14
' Mattituck,`NY 11962 Page 13
Fire Sprinkler Output Data
Hydraulic Sup..ply/DemandyGraph
100
90
80 ,
CO)
70
Q
� 60
L
� 52
N 50
L42
a 40
30
20
10
0
2 4 6 8 10 12 14 16 18 20
Flowrate(x100) gpm
Supply Curve Data
Static Pressure: 66 psi
Test Residual Pressure: 52 psi
Test Flow Rate: 1503 gpm
Demand Curve Data
Calculated Residual Pressure: 52.27 psi
Calculated Flow Rate: 91.51 gpm
Excess Available Residual Pressure At Calculated Flow: 13.65 psi
Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 15.50 psi
C:\...\Cabin 14.fiw Monday, February 5, 2024, 10:55 AM