HomeMy WebLinkAbout49742-Z Of toulyo`o Town of Southold
* P.O. Box 1179
�0 53095 Main Rd
°Zrcouxrr ' Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46609 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. 49742 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 #9 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: 49742 07/21/2025
PLUMBERS CERTIFICATION: Jorge Naranjo 04/04/20
utho iz S ature
suFEot� TOWN OF SOUTHOLD,
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
coSOUTHOLD, 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#: 49742 Date: 9/20/2023
Permission is hereby granted to: .
HNF Resorts LI LLC
PO BOX 89
Greenport, NY 11944
To: (cabin #9) legalize "as built" seasonal cabin in existing campground as applied for per
ZBA, Planning & SCHD approvals. Replaces 46356.
At premises located at:
64500 CR 48, Greenport
SCTM #473889
Sec/Block/Lot#40.-3-5
Pursuant to application dated 4/14/2021 and approved by the Building Inspector.
To expire on 3/21/2025.
Fees:
PERMIT RENEWAL $512.60
Total: $512.60
J
Building Inspector
SUFFOR, TOWN OF SOUTHOLD
�oo� may BUILDING DEPARTMENT
z TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 46356 Date: 6/4/2021
Permission is hereby granted to:
HNF Resorts LI LLC
690 Queen St
Greenport, NY 11944
To: (cabin #9) 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 Inspector
OF SO!/j�Ql
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G •
Southold,NY 11971-0959 �Q
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: HNF Resorts LI LLC
Address: 64500 CR 48 CABIN 9 City: Greenport St: NY Zip: 11944
Building Permit#: Section: Block: Lot:
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 rv—� Basement I— Service Solar F
Outdoor F71 1st Floor rV I Pool r Spa I—
Renovation F 2nd Floor F Hot Tub
r Generator
Survey 1— Attic 110 Garage Battery Storage
INVENTORY
Service 1 ph N Heat Duplec Recpt 31 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 A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors
Sub Panel 100A A/C Blower 1 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 9
Inspector Signature: X Date: July 21., 2025
Sean Devlin
Electrical Inspector
sean.devlina_town.southold.ny.us
64500CR49Cabin9
ZZ
Town Hall Annex
54375 Main Road a' �• Telephone(631)765.1802
o:-
P.O:.Box 1179
Southold, NY 11971-0959:
ti �� ®l ark
BUILDING DEPARTMENT
�= r TOWN OF SOUTHOLD
APR 4 2025 CERTIFICATION
Date: Oy— 09 ZOO 1-5
Building Permit No. `� . 41 9� 4 2—
Owner: H N Tr-
(Please print)
Plumber: �0-f 0.'� V\ 0
lease print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%lead.
(Plumber afore)
Sworn to b ore me this '��
A .
day of f 20
ADVENDIZO TORRES
NOTARY PUBLIC,STATE OF NEW YORK
Notary Public, A?V4County Registration No. 01T06231053 la
Qualified in SUFFOLK County
Commission Expires 11/22/2026
1
OF SO(/Tyolo n /�^
# # TOWN OF SOUTHOLD BUILDIN6 DEPT.
o►�� 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
{ ] CODE VIOLATION [/ ] PRE C/O [ ] RENTAL
REMARKS:
DATE 7 INSPECTOR
ho�aoF Sol/ryOlo L �N�OF
Ll �TO SOUTHOLD BUILDING .DEPT.
Comm��`' 631-765-1802 (��1 n
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:
C
DATE INSPECTOR C�
SOUTyolo
TOWN OF SOUTHOLD BUILDING DEPT.
rourm, �o 631-765-1302
INSPECTION --
FOUNDATION
1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I LATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REM RKS- "A914
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4z) r� I
4
DATE - INSPECTOR
SOUTyo
# � TOWN OF SOUTHOLD BUILDING DEPT. �
631-765-1802
INSPECTION .
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INS TION/CAU.LKING
[ ] FRAMING /STRAPPING [ INAL
] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PR 0- [ ] RENTAL
REMARKS:
r r
v9v
oar"
Az vl-\c ,
E it 6 W. INSPECTOR
#DOE SOUTyo#
.TOWN OF SOUTHOLD BUILDING DEPT. �
coum, 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ 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:
tl '
DATE
INSPECTOR
SOl/Ty�<o
* # TOWN OF SOUTHOLD BUILDING DEPT. �
631-765-1802j( �
INSPECTION .
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH P G.
[ ] FOUNDATION 2ND [ ] IN ATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL .
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ]. FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
. 1
REMARKS:
,*, -5 (m
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.
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vl�"LA 4 70 al� 'F7
L000l
2T�E INSPECTOR
OF SOGTyO
`# TOWN OF SOUTHOLD BUILDING DEPT.
Cou 631-765-1802
INSPECTIO N
FOUNDATION 1ST/ REBAR ROUG G b
[ ] 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
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DATE ( wz INSPECTOR ti
Condon Engineering, P.C.
New York State Licensed Professional Engineers
1755 Sigsbee Road 631-298-1986
Mattituck,.New York 11962 Fax 631-298-2651
condoneng i neeri ng.com
October 14, 2021 E C 0 u
D
OCT 1 9 2021
Mr. Mike Verity BUILDING DEPT.
Chief Building Inspector TOWN OFsOUMOLD
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 g1ceet Greenport.
Permit#s 46347, 46348, 46349,46350, 46351,46353, 46354,4635 46356 457, 46358,
46359, 46360, 46361, 46362,46363, 46364, 46365, 46366, 46367
Dear Mr. Verity:
I inspected the sono tubes footings on the property for the proposed cottagers and found them
----- r --==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.
� o
`�'�` 051684 ���'
Condon Engineering, P.G.
New York State Licensed Professional Engineers
1755 Sigsbee Road 631-298-1986
Mattituck, New York 11952 Fax 631-298-2651
condonengineeri ng.com
V
November 25, 2021 V�
0 2p25
Mr. Mike Verity
Chief Building InspectorSouthold
53095 Route 256uilding Department �� � �soo
P.O. Box 1179
Southold, New York 11971
Re: Eastern Long Island Camp Ground Cottages-690 Queen Street, Greenport
Dear Mr. Verity:
I inspected the framing and strapping installed in the Pavilion,and cottages#1,#2.#3,#4,
#5,#6,#7,#8,#9,#10,#11,#12,#13#14,#15,#16,#17,#18 and#19 were found to be installed as
shown on the plans.
If you have any questions, please call me at 631-298-1986.
Yours truly,
of NEw?
na,
��A 051684 �
Thomas P. Walsh,Architect, P.C.
700 Veterans Memorial Highway, Suite CL-140
Hauppauge, NY 11788
Phone: 631-348-4500 Fax:631-348-4509,
Date:1019124
Town of Southold-Fire Marshal
Town Hall Annex
54375 Main Road, P.0.Box 1179,
Southold, NY 11971 I�!
Subject: Eastern Long Island Camp Ground, 690 Queen St,Greenport, NY 11944
To whom it may concern,
This letter shall serve to certify that all of the units 1-19& the Pavilion were tested at
2001bs fora 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. 0#Now
LIC#019767
Condon Engineering,~ P.C.
'
New York State Licensed Professional Engineers
1755 Sig 6����9��bee�oo� Fax
Mack, �New
oondonenginaering.com
\ n �
November 27. 2O24 � DEC — 4 9024
—
Mr. Mike Verity
Chief Building Inspector
Southold Town Building Department
53O95 Route 25
P.O. Box 1170
Southold, New York 11S71 '
Re: Eastern'Long Island Camp Ground Cottage Footings-690 Queen Street, Greenport
Dear Mr. Verity:
\ inspected the plumbing in the Pavilion, and cottages#4,#S,#6,#7,#8,#9,#11,#12,#1O and#19.
The piping was found to be installed as shown on the plans and to have no leakage.The
installation was found to be installed as shown on the plans.
To the best ofmy knowledge the plumbing was installed in accordance with building code
standards.
|f you have any questions, please call mootO31-388-1S88.
Yours truly,
OF
051684
esslowV-
Condon Engineering, P.C.
New York State Licensed Professional Engineers
1755 Sigsbee Road 631-298-1986
Mattituck, New York 11952 Fax 631-298-2651
condonengineering.com
l� to
January 31, 2025 E
A.
F E B - 3 2025
Mr. Mike Verity
Chief Building Inspector
Southold Town Building Department
095 Route 25
P.O. Box 1179
Southold, New York 11971
Re: Eastern Long Island Camp Ground Cottages-690 Queen Street, Greenport
Dear Mr. Verity:
I inspected the installed insulation at the site.The insulation in the Pavilion, and cottages#4,
#5,#6,#7,#8,#9,#11,#12,#18 and#19 were found to be installed as shown on the plans.
To the best of my knowledge the insulation was installed in accordance with building code
standards.
If you have any questions, please call me at 631-298-1986.
Yours truly, OF
NEB
051684
�����$slrj\ ��t.
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North Fork Cottages 8t RV Resort
BUR Job Name:
Installing Company: Boss Systems
rmyCurrent 6 st
XR150/XRSSO SERIES STANDBY BATTERY POWER CALCULATIONS Standb ^k tt ' , NaGOrrettt o-
s. TOA1mA i p Qty." a,.ftlAr' S y '£ c TOtalIM+
XR1 SO/XR550 Series Control Panel 1 X 174 = 174 - 1 X 217 = 217
v _
Relay Outputs`.1-2,(ON)r 0?, X 0
10
;, 30._. ,,
0 '30
Switching Grounds 3 6(ON) 0 X 5 0 0 X 5 0
AdveZoriesl 64., ' 1 ;1 : X 2
Active Zones 9-10 0 X 4 - 0 0 X 30 0
2-Wire Smokes 0.
s. 0,. X' 0 0 t X 0.1
-0 0
Panel Bell Output(1500 mA max)
Aux'powerdevicesanTermmals7and11;(Ottier4hankeypadsandLX=6usinodulei) ;,0` X?_ ;t ` D 0..•:1= "rX
...
2W-BLX,2WT-BLX Smoke Detectors 0RX
15 = 0 0 X 35 0
263LTE•Celiular Cominurncator, -:263LTE-FN Cellular Communicator 0 6 - 0 0 X 7 = 0
277�BunerModule 630F Remote Fire Command Center 0 63 - 0 0 X 92 = 0
7830fFireCommendKeypad '.. r 0, 0; -10
n. ,708 Bus Extender 0 10 - 0 0 X 10. = 0
710'Bus Splitter/Repeater Module ' -
711 Zone Expansion Module 0 X 11 = 0 - 0 X 11 = 0
Active Zone(EOLlnstalted); =. :0.'> ;=X 'u 0;,-• 0. X 2. - 0
7115 Zone Expansion Module - 0 X 4.2 = 0 0 X 4.7 = 0
712-8Tone Ezpaniion Module U. X;' 17 - -0- ;;;0 X. .. 17 0
Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0
714 Zone Expansion Module,,.,'. _ 0. X.. 7;. -
0 0 : X 7. 0
Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0
714j8,'714=16 Zone Ekpansion_Module 0 X. `.". :;20, yq 0. V X ' 20.`:" 01
Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0
715'Zone Ezpansiorr.Module " -0 X' Z,
0 0"'
R 7 0
dz .. .,r;
Active Zones(EOL Installed) 0 X 4 - 0 0 X 30 = 0
t2-Wire'Smokes,
0" X 0 - b _ X A.1 0,
715-8,715-16 Zone Expansion Modules 0 X 20 - 0 0 X 20 = 0
Active Zones(EOLlnstaAed) 0" ,X1 0• )',; . 0 X . 30., 0•'
2-Wire Smokes 0 X 0.1 = 0 0 X 0.1 - 0
716 Output Expansion Module 0 -X:, 13. ='d 0' ' '0 X `13 0:.
\
Active Form C Relays 0 X - 0 0 X 12 = 0
717,Gra0hieAnnunciator Module; w>`e :0 X. ;..-10 0 -: t'.0 0
Annunciator Outputs 0 X - 0 0 X 1 = 0
734 Wiegand lnterface.Module '.i. :. " ,_ .•., . ..r :. u.. 0 -..X 40.' ? "•.S .0•. ` 0 '. .aX.f ?60
Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 ' - 0
Annunciator(ON) „.: 0, X::} 0 -0 X 20 0'
„"i a i
Proximity Reader 0' X 200 - 0 0 X 200 _ 0
736P_'P,,OPIT,Interface Module•'., z 0.. <Q X 25 3 0.:" '
Radionics Popex,Octopopit,Popits 0 X - 0 0 X = 0
736V V,plex Module 0. X:.: A5; -- °0. . '0. .X 45, 0 .
Active Zones 0 X = 0 0 X - 0
738A Ademco Wireless Interface Module 0 X 75 - 0 0 X 75 0
738T Wireless Translator 0 X 50 = 0 0 X 50 = 0
738Zplus Z-Wave Interface Module 0 X 40 - 0 0 X 40 _ - 0
763 Wi-Fi Module 0 X 31 = 0 0 X 31 = 0
1860 Relay Output Module,one relay active_ 0 X 34 __ 0 __ 0 X 34 _ = 0
a
a -
All four relays active 0 X 138 - 0 0 X 138 = 0
855`StyleY..ofZNotificatloti;Modute " `0 C-''„ ;26;',,, - _ '0 0 X wi 85 0:,-
:-
1
866 Style W Notification Module 0 X 45 - 0 0 X 76 = 0
867 q-,Btis St&W Ngtifkatloo,Module '; ,, 0: X-' '3D;- - 0 0 s.<,:X_ 6.,
869 Dual Style D Initiating Module 0 X 25 - 0 0 X 75 = 0
893ADua!'Phone Line Module. :,;- t` rsw: c.,, 0.,. X
._....
1100X Wireless Receiver 0 X 25 - 0 0 X 35 - 0 _
.1100XH Wireless High Power Reci�ver a 0' X .i 75 0 0 X :=102, Q
7060/7160 Thinline/7060A Aqualite Keypad 0 X 72 - 0 0 X 87 = 0
7063(7:}53Ttiiniine/7063A "VaNteKe ad 0 `.y 'A", jr>I, ;:}00a: p:s
s
.. A�1 - .yP ...1.. ,-,,<La. .i', •zi..
7070/7170 Thinline/7070A Aqualite Keypad 0 X 72 = 0 0 X 87 = 0
Active Zones'(EOL installed3 '_4 .,, t. 0.
a
707317173 Thinline/7073A Aqualite Keypad 0 X 85 = 0 0 X 100 = 0
" _Aetive Zories(EOL Installed)_ " 0; X;:, A. - 0 0, `:X 2 0
7872 Graphic Touchscreen Keypad 0 X 145 - 0 -0 X ~215 = 0
-ActWeZorie;(EOLInstali'ed) : -. .x, 0 X' 1.6- ., 0, 0 rrX
7873 Graphic Touchscreen Keypad 0 X 143 - 0 0 X 243 = 0 -
"Active2ones'(EOLlnstaBed) E Q X 1`.6 v 0.,F
8860 Graphic Touchscreen Keypad 0 X 300 - 0 0 X 350 - 0 -
AuK:Pgwered Devices `:, i' K u< tri Xie. 0, 0 1 =X, c 300 ±' 300
a. ;
Aux.Powered Devices 0 X = 0 0 X - 0
0
Aux.Powered Devices 0 X - 0 0 X = 0
Aux Powered Devices, 0
Aux.Powered Devices - 0 X = 0 0 X = 0
Aux Powered Devices t"'` "."' .: .. .` " 3( 0 0:,
z
u.
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Aux.Powered Devices 0 X - 0 0 X - 0
Aux Powered Devices > 0 X
Based on 10%active zones in alarm -Total Standhy fto 1' Z00 4
Required Minimum Alarm Time in minutes t„->: _" 5 Minutes X Total Alarm mA 539 = Total Required Alarm Current 44.917 mAh
1?
Total Standby mA 200.4 mA
Num6erjofstandby.hoursneeded
Total number of standby mA hours = 4810 mAh
Totafret}uired alaFm current(ioundedy ,,_ _'+ - 95 triAh
Total number of mA hours = 4855 mAh
,,.... _
:. 1 Contingcrgcy factor `+ -
Total number of mAh = 5826 mAh
,_ p .'Corwett mAh to Ah. , .. .. ,, 1000,hs,
c,r ti,. .r„..�,-.-1--,..^� k � -^ra.-^""`7"",""�"--^•a•r�-r-n^.-'T--r� � •--•---�.-r +,i r '�, -�--=r--
za 4 �s Battery Aliap hoWtc tegidrea
For more information,refer to the Standby Battery Selection section of the XR150/XR550 Series Installation.Guide(LT-1233).
This spreadsheet calculator has not been evaluated by UL.
XRJ 50 XR5;0 Page 2 of 3
OFFICE LOCATION: �rj� SU(/)y MAKING ADDRESS:
Town Hall Annex O� �� P.O. Box 1179
54375 State Route 25 ~ Southold,NY 11971
(cor.Main Rd. &Youngs Ave.)
Southold,NY Telephone:631 765-1938
' p�C www.southoldtownny.gov
. l��at►t�'1,��
1,7
ii '
October 22, 2025 PLANNING BOARD OFFICE
TOWN OF SOUTHOLD O CT 2025 L_.�/
Ms. Patricia C. Moore, Esq.
51020 Main Road
Southold, NY 11971
Re: Approved Amended Site Plan for Eastern Long Island Kampground Cabins
64500 CR 48, Greenport SCTM#1000-40.-3-5
Dear Ms. Moore:
The Planning Board has found that the requirements of the above-referenced Amended
Site Plan have been completed based on the site inspections made September 14,
2025 and October 10, 2025; and, the Planning Board work session on'-October 20,
2025. The approved structures and associated improvements are in general
conformance with the approved amended site plan entitled "Eastern Long Island
Kampground" prepared by John J. Condon P.E., dated December 16, 2019, and last
revised September 24, 2020. Contingent upon the site's.continued compliance with all
applicable provisions of the Town Code, the Planning Board supports the issuance of a
Certificate of Occupancy by the Building Department. .
This letter does not condone any changes from the approved site plan and approvals
from other agencies; Planning Board approval is required prior to any significant
changes to the site.
If you have any questions regarding this Site Plan.or its process, do not hesitate to
contact this office.
Respectfully,
Brian A. Cummings
Senior Planner
cc: Michael Verity, Chief Building Inspector
Sean Magnuson, Owner
FIELD INSPECTION REPORT DATE COMMENTS ,
FOUNDATION(IST) y
------------------------------------ T
FOUNDATION(2ND)
S�
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ROUGH FRAMING& t
PLUMBING W
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INSULATION PER N.Y. y
STATE ENERGY CODE 4
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FINAL
ADDITIONAL COMMENTS
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o`PSufFot,r�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax(631) 765-9502 hops://www.southoldtowm.gov
Date Received
C EF),FV'/ ;,APPLICATION FOR BUILDING PERMITI1�
P
For Office Use Only APR 1 4 2021
PERMIT NO. `CC.(� Building Inspector:
x
y i
Applications and farms must be filled out in their entirety}Incomplete s d `" ' "
applications will not be accepted "Where"the AppUcantis not th'e owner;ari
Owner's Authonzat1on farm n(Page 2)shall be completed`
Date:4/12/21
OWNERS)OF PROPERTY UNI� #
Name:HNF RESORTS INC. SCTM#1000-40.-3-5
Physical Address:690 QUEEN STREET, GREENPORT,_NY 11944
Phone# 631-477 0022 nA r.. Email:INFO ELIKAMPGROUND COM____.-r._,
Mailing Address:690 QUEEN STREET GREENPORT NY 19944
CONTACT PERSON f
z
Name:SEAN MAGNUSON
Mailing Address:SAME AS ABOVE
Phone#:631-953-3899 Email:
DESIGN PROFESSIONAl,INFORMATIO•f� � # � s � L
Name:CONDON ENGINEERING
Mailing Address:1755 SIGSBEE RD.MATTITUCK, NY
Phone#:631-298-1986 Email:CONDONENG@OPTONLINE.NET
- ✓ a € r � a , P
CONTRACTORINFORIVIATION' '
Name:SEE ATTACHED
Mailing Address:
Phone#: Email:
DESCRIPTION O PROPOSED GONSTitUCT10Rl TW BEDROOM jCABIN
i i S i
®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated cost of Project:
❑Other $
Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? Dyes ®No
1
-1
0
i � ,PROPERTY IN�ORMgTION � '
Existing use of property:TOU RIST CAMP Intended use of property:TOU RIST CAMP
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
RR-RESORT/RECREATION this property? ®Yes ❑No IF YES, PROVIDE A COPY.
❑:Check BOX After Reading The ownerjcontractor/design professional is responsible for ap drainage and storm water Issues as provitled by
Chapter 236 of the Town Code APPLICATION iS HEREBY MADE to the Bwlding Department for the issuance of a Building Permit pursuanfto the Builtling Zone.
Ordinance ofthe Town of Southold,Suffolk,County,New Yotk and other applicable laws'Ordinances or Regulations,for the construction of bwfd�hgs
addltions,alterations or for removal or demoliUoq;es herein descrtbetl'.The epplicarit agrees to comply with all apphca_ble laws,ortlmances,building code,
housing cod horised inspectors on p"pmises and in buildings)for Necessary inspections Faise'statements made fiere in are,
pumshabie'as a class A misdemeanor pursuant to Section 210 45 of the New York State Penal
Application Submitted By(print name): /�` � �,(>/� BAuthorized Agent []Owner
Signature of Applicant. Date:
...........
STATE OF NEW YORK) CONNIE D.BUNCH
SS: Notary No.O I BUtate of 6185050 w York
COUNTY OF ) Qualified in Suffolk County
Commission Expires April 14,2.9nq
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing c ntract)above named,
(S)he is the #&Z4
(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.
1�
Sworn before me this
nb dhY of 20Q
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
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.
-rl� ,ell—-- 4/13/2021
Ow er's Signa a Date
S MA USON
Print Owner's Name
2
BOARD MEMBERS $
X\ ly Southold Town Hall
Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179
Patricia Acampora Southold,NY 11971-0959
Eric Dantes COS
N Office Location:
�
Robert Lehnert,Jr.. Town Annex/First Floor,
54375 Main Road(at Youngs Avenue)
Nicholas Planamento ��UIIITI,� Southold,NY 11971
http://southoldtownny.gov
ZONIhIG BOARD OF APPEALS
TOWN OF SOUTHOLD n ;t May 19, 2021 5 ; i
Tel.(631)765-1809•Fax(631)765-9064
Eileen Wingate
Quite Man Studio MAY 2.0 2021
2805 West,Mill,Road, .
Mattituck;NY 11952 'C CEP ',
RE: Request for De.lV fmmus Determination ,
"AppeafNo 7384SE,'HNp`Resorts;
69.A Queen Street, Greenport
SGTM No. 1.00040-3-5
Dear Ms. Wingate;
I am to receipt of your correspondence,dated May,.11, 021, requestingAli
a de minimus determination in!the:
above referenced Zoning Board of A": "Is::Speciat Exception Permit'and Area �1arYanee decision:
In.yout letto-,you requesf a de minitrius approval for a Special Exception and Area Variane6:to:construct 20 .
seasonal use cabins which exceed the m xtr�um:square feet in area iri accordance wtth.the ToWi Code,upon,:
an extstmg:carripground, You explain that upon'recominei datiou of'the TowA's:Planning Board,tl}at.the
revised site plan depicts a re locatiott'of the cabins in order.to.preserve as many trees as,possille,and that the
number of cabins have been reduced to 19." urthernzore,you Mated`that the cabYn re locations ineet.ail -
zoning requirements pursuabt::tb Chapter 253 of the Town Code.
Based upon the information provided','!have determined that your request is de minimus in nature because .
the changes do not increase the degree of non-conformity,and tlie.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.
leshe
y,
anes Weisman
Chairperson
cc: Michael Verity, Chief Building Inspector
Heather Lanza, Planning Director
BOARD MEMBERS OF SOOT Southold Town Hall
Leslie Kanes Weisman,Chairperson. 53095 Main Road•P.O.Box 1179
Southold,NY 11971-0959
Patricia Acampora � � Office Location:
Eric Dantes Cn Town Annex/First Floor,
Robert Lehnert,Jr_ G-�`c�
l�• �oQ 54375 Main Road(at Youngs Avenue)
Nicholas Planamento Southold,NY 11971
Milo
httpJ/southolotownny.gov RECEIVED
ZONING BOARD OF"APPEALS Al 3 Q�
TOWN OF SOUTHOLD .
. AUG' 2 5 2020
Tel.(631)7654809•Fax(631)765-9064
lout lei Town Clerk
FINDINGS,DELIBERATIONS AND-DETERMINATION
MEETING OF AUGOST-2012020
ZBA FILE No.:7384SE.
NAME OF APPLICANT: IMW Resorts Inc
PROPERTY LOCATION: 690 Queen Street, Greenport,NY SCTM No. 1000-40-3-5
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.Jhis is an Unlisted Action'pursuant:to State Environmental.Quality ..
Review Act(SEQRA)6:NYCRR,Part'6.17; as it does not meet any.of the thresholds of.a Type.1 Action;
not does"it meet any of the criteria on.the Type II-list of actions and that the Southold Town'Zoning Board
of Appeals,pursuant to SEQRA,hereby-made a.determination of non significanee for the proposed action .
and grants a Negative Declaration.
SUFFOLK,COUNTY ADMINISTRATIVE CODE: This application was referred-as required.under the
Suffolk-County Administrative Code Sections 'A.14-14 to 21, and the Suffolk County Department of
Planning issued its reply dated January 24, 2020 stating that this application is considered a matter for
local determination as.there appears to be no significant county-wide or inter-community impact.
LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed
under the Minor Actions exempt list and is-not subject to review under Chapter 268.
TOWN OF SOUTHOLD PLANNING BOARD: The Planning Board offered comments on this
application in their June 24, 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 any necessary changes to the Site
Plan after reviewing all proposals thoroughly.
PROPERTY FACTS/DESCRIPTION: Subject property consists of 23.61 acres located in the Resort
Residential (RR)Zoning District. The property is a campground with both mobile&tent sites currently
available. The property is improved with an office/bathroom facility, sites for mobile homes, and tent
camping sites.
BASIS OF APPLICATION: Request for Special Exception per Code Section 280-35B(5) and Town
Code Article 1, Section 253-1, the applicant is requesting permission to alter the existing Tourist and
Page 2,August 20,2020
#7384SE;HNF Resorts,Inc.
SCTM No. 1000-40-3-5
Trailer campground'by removing twenty(20)tent sites.and constructing twenty:(20)seasonal 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..p6 1 The current site:plan was approved in 20.06, and allows for 63 seasonal RV
sites, 90 short term:RV/Pop Up sites, and 33 tent sites. The site plan also approves 186 parking spots
with an 80-car overflow. 'The original campground&trailer park came about from a Special Exception
permit approval ZBA file#2147 dated July 22, 1976.
A Letter of No-Jurisdiction was issued by the New York State Department of.Conservation (NYSDEC)
indicating that no permit is required from the agency, but advised that no construction, .disturbance,.
clearing or sedimentation of any kind may take place within 100 feet of NYS regulated freshwater
wetlands 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 riot 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—T-hat-the-use-will-be-in-harmony2Mth-and-promote-the-gener-al-purposes-and-intent ef-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 Chapter23.6,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 suitabilityof,such district for the location of any of such permitted uses.
B. The conservation of property values and the encouragement of the most appropriate uses
of land.
C. The effect that the location of the proposed use and the location that entrances and exits
may have upon the creation or undue increase.of vehicular.traffic congestion on public
streets,highways or sidewalks.to assure the public safety.
D. The availability of adequate and proper public or private water supply and facilities for
the treatment;removal o�r.discharge of sewage,refuse or other effluent(whether liquid,
. .solid,gaseous or otherwise)`that may be caused or created`byor 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.
---------K—Whether-the-site of-the-pr-oposed-uses particularly-sui#able-fo-r-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 fmds the following
facts to be true and relevant and makes the following findings:
1. Town Law§267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the
character of the neighborhood or a detriment to nearby properties. The area where the proposed cabins
are to be located is already cleared for tent camping sites with parking. Due to the size of the property, .
And it being adjacent to Moore's Woods,there will be no detrimental effect to the surrounding
neighborhood.
2. Town Law 5267-b(3)(b)(21. The benefit sought by the 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 5267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this
residential community will have an adverse impact on the physical or environmental conditions in the
neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management
Code and conditions set by this board.
5, Town Law V67-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel
after.the Zoning Code was in effect and it is presumed that the applicant had actual or constructive
knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the
time of purchase.
6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to
enable the 1p icant to enioy the benefit of 20 seasonaI 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,ENF Resorts,Inc.
SCTM No. 1000-40-3-5
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test
under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member
Weisman(Chairperson),and duly carried,to
GRANT,a Special Exception, as applied for,and GRANT.the variance as applied for,as shown on the
Site Plan and Architectural Plans prepared by John J. Condon,LPE,last revised.February 17,2020,
SUBJECT TO THE FOLLOWING CONDITION:
1. The applicant must obtain site plan approval from the Planning Board.Failure to do so will
render this Special Exception Permit and variance relief null and void.
NOTE: Violations of Conditions. A violation of any limitation or condition of a special
exception.approval or of any provision of this chapter applicable to a special exception.
use shall constitute a violation of this chapter. The Zoning Board ofAppeals shall retain
jurisdiction.and shall have the right, after a public hearing to modify, suspend or revoke
.such approval or any term or condition thereof or to impose thereon one or more new
conditions,pursuant to Article AXV, 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'not authorized under this.:
application when involving nonconformrties 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 v Idte.the
Zoning Code, other than such uses, setbacks and other features as are expressly addressed to"this action.
In the event that this is an approval subject to conditions,,the approval shall not be.deemed effective until
such time that the foregoing conditions are met,and failure to comply.therewith'w lFrender this approval
null and void
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration:
that does not increase the degree of nonconformity.
Pursuant to Chapter 280-146(B).of the Code of the Town of Southold-any variance granted by the
Board of Appeals shall become null and void where a Certificate.of Occupancy has not been
procured,and/or a subdivision map has not been fled with the Suffolk County Clerk,within three
(3)years from the date such variance was granted. The-Board of Appeals may,upon written
request prior to the date of expiration,grant an 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 Chai erson
Approved for filing j/a/Y/2020
�I
F
Sri
OFFICE LOCATION: MAILING ADDRESS
f Town Hall Annex ft V;S P.O.Box 1179
!' 54375 State Route 25 Q,a Southold, NY 31971.
lcor.Main Rd. &Youngs Ave.)
�Southold,NY Te hone:631 765-1938
, ., � g >- � le s V `t www. out-holdtownny-gov
PLANNING BOARD OFFICE
TON VN,OF:SOUTHOLD•.
October 6, 2020
Ms. Eileen Wingate
2805 West Mill Road
Mattituck, NY 11952' .
Re: Site Plan Approval: Eastern Long Island Kampground Cabins
64500 CR 48, Greenport ..
SCTM#1000-40.-3-5
Dear Ms. Wingate:
The following resolutions were adopted at:a meeting of the Southold Town Planning Board
on October 5, 2020:
1
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
i
! WHEREAS, on December-20, 2019 and January.9, 2020, Eileen Wingate, authorized
agent, submitted an Amended,Site�Plan Application-for review;.and
! WHEREAS, on February 5, 2020 and February 7, 2020, Eileen Wingate, authorized agent,
submitted an.Amended Site Plan Application fee and other information for review: and
WHEREAS, on February 10, 2020, the Southold Town.Planning Board determined the
application as complete for review;,and,'
WHEREAS, on February 10, 2020, the Planning Board, pursuant to State Environmental
Quality Review 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 ! Action., nor does it
meet any of the criteria on the.Type .11 list of actions; and
WHEREAS, on February 12, 2020, the Planning Board, pursuant to Southold Town .Code
§280-131 C., distributed the application to the required agencies for their comments; and
�(.( MrV-) �h
I
www.con onengmeen c V a-1 --
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tab. �'74,
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NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
IIY+tan T}! I[11�#fti' t'i�fN4iiEJltl`. 0ar,.f
513,94Y.'��Yk,So�Cle•�3cad;S�asY•�rt►�,�1i'Ry90
www.dec,rry.gov
Qbcember• 1.2,.010
Eastern.Long.Island Kampground.
-•�ez�n:
Greenpott, NY1`1944
RE: Delineation of a portion of the wetlands adjacent to your property,•Eastern Long .
4Wand Karr rounds(SCTMt#1000-40-3-5)
Dear Mr. Magnuson,
The Qepartrnent p#IrnVironmenta! Conservation implements-Article:24, which is the
Fresh Wa#fir Wetland Act. Under.Article 2. the Department has tur sd�ction over all
retat�ed freshwater wetlands and 100 feet.landward of those wetlands .Manyct�vrties
Wift ► rin
t
` Oki
04, -
Conductmg these at�tlares without fhe inefit et a f r th►s[ artment es a
Violation of Af iele 24 of the Envirori errtat conservation Law (Ec and�NY"CRR.Part
f; (the.re .ulatton promulgated under Article 244) Act vifites greeter than 1'.00 foot.
from NY;State regutatad freshwater wetlands would not require an Article 74
��;psrtn #frorn#his Departrn,ant.:
for the purposes of delineation the wetland-boundary for a proposed project in the
southeast Wer ofathe 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.and:west afi the..proposed protect No other wetland on ox edWOO
7 1 , art r1 Y
corner.
To the.east of the pro}ect, staTfound the regulated freshwater-wetlands.to be�greater
than 200 feet from the property line.As such, staff did•not bottler to place any flags to
demarcate the boundary.
rxaa,urs: �itV#t�titat
C�nsaru�}�n
Trtr: l� sow, s;"te f lewd sae lbz;�a y n A k d stances h tte:"
a+T: t 9io Yr e. th
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 et:of wetland. Staff placed 2, 6gs at th&points where that smell-." .
P�
..
vvoflan fey tb rem a :: s:► tre t .1 ;f ate
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
. {ocatiort:
ate: fia
v
A aln., actfvi ies gXeat®r#han 100 feet from regulated:wetlands sto not regt�tre
Art�cl+a 24 permits from this D®partfnent. The wetlands coma closest to the:project.!n
the southwestern pr it'on of the project and.may come close to 100 feet from the
rd lfne You 3t ould.ham !of ti a wetland'. sur�eY d and:per on a"site
P Pam:
,lan for the pro eot to cen#irm the distances'estirn ted to the Reid, �01 thefnall
is
13
Arid there#oreany regulated aotiity WoU rbe,eVen fafther from the wetland i3n any site
plan for the project you should show a.L�rnit of Cteanng,:Grading and Ground -
Dlsturbance line That is a vvork line,.in that no work of an ktr d would take place
v
b yo[td ti�at 1# t k*is'100 fee"or grewiter f rom aCl a#:t{ a met #lags Yau..would:
tap# reed an Article:24 permits fi om this DepartMent. `
Sincere
Dan Lewis
a
Jif
IE
DEC IC ILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex- 54375 Main Road - PO Box 1179,
Southold, New York 11971-0959
ail¢,
Telephone (631) 765-1802 - FAX (631) 765-9502
iamesh(c southoldtownny aov — sea ndCaD-southoidtownny.Nov
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 [K I request an email copy of Certificate of Compliance
Elec. Address.: 103 School St Lindenshurst NY 11757
JOB SITE INFORMATION (All Information Required) V1
Name: HNF Resorts LI / Eastern Long Island Kampground.
Address: 64500 County Rd 48 Greenport, NY 11944
Cross Street:
Phone No.
Bldg.Permit#: LP I email: sean@magnuson.one
Tax Map District: 1000 Section: Block: Z:> Lot: S
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): "
800 AMP Meter Pump
2-400 Amp Switches
4 Main Breaker Panels
20 Sub panels Square Footage:
Circle All That Apply:
Is job ready for inspection?: ❑ YES ❑x NO ❑Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES❑ NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect❑Flood 'Reconnect Elservice Reconnect❑Underground❑Overhead
# Underground Laterals M 1 F-12FI H Frame Pole Work done on Service? M Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
4 GPL4
Faid :also Recftn tl l
PERMIT 9 Address
Svvltches
Outlets
GFI's
Surface
Sconces
H H's
UC Lts
Fans Fridge HW
Exhaust Oven WAD
smokes DW Mini
arbon Micro Generator
-ombo Cooktop Transfer
aC A Hood Service
Amps Have Usec
pedal:
.omments
.PERMIM '� Ad.drft&' HNF Resorts LI LLQ
Eastern Long Island Kampground
.-.Swilkhos 64500 CR 48/690 Queen St
Greenport,,NY 11944
.,Outlets
Tax Map ID: 1000-40-03-05
.;GFC`s
,SOWe
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PROPOSED 2"O ATER MAIN ,.o PROPOSED 4"13 WATER MAINTOOD
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\ :>i :_ : GREENPORT'
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?� o o Scale:,1-=20-0- Condon Engineering, P.C.
Eastern Long Islan
Drawn by:JJC
� 17uck,NewYork1Road Camp Grounds SP-I
• �z / Mattituck,New York 11952
O� p Date:3-13-2021 (631)298-1986 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.
Waiter Line(s) UST Be inspected By The
Suflblk County Dept. Of Heaifth Services;
Call 852-5754, 4.8 Hours In.Advance
To Schedule inspec tion(s).
ENGINEER'S CERTIFICATlOA1 f2l:�UJRCD..
$UE;l41IT P.E.QR R.A. CERTIFICATION
F"OR INSTALLATION ANIa CONSTRUCTION
OF ,
FOR FINAL APPROVAL.
a Z03
ao i3: `a m o-s
a .
x . .. APP 0.2 2021
M `8CD
A � `
�. .
4/2/2021 SCDHS COMMENTS
CL
A .S , 'd -�'..a 3/1512021:CaBIN REV
lSI0NS
10/21/2020 SCDHS COM{VIENTS:_
c F o a� . 9/ 8/2020TOWN.COMMENTS.
7/22/202U°IL
REV BLDGS
c Z v `� 612-2020: CDMS'COMMENTS.
p
�' � a N A 6/8/2020SCDHS.EOMMENTS
r�, p 'A>. '� aai chi v: �' I '� 5. a �2 g b M M - /26/2020;SCbIiS;GQMMEN7S_
0 a k a 'e �t' a°. REVISION$.
co F NEW,
y
c� �pSEP C .O
HEALTH DEPARTMENT APPROVAL STAMP
r
n
0 19 2
S.C.T.M.: DIST. 1.000 SEC.40 BLK. 03-LOT:05 A��FESSION��'�
i
i
Edon Engineering, P.C. EASTERN LONG ISLAND
1755 Sigsbee Road KAMPGROUND690 QUEEN STREET
Mattituck, New York 11952 GREENPORT, NY 11944 OF
(631)298-1986 (631)298-2651 fax
www.condonengineedng.com
OVERALL SANITARY PLAN
1
Q�
P
Q
/ �rs
SUBJECT
PREMISES
KEY MAP
SCALE 1'=600'
n
SHEET 1 OF 2
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
APPROVAL OF CONSTRUCTED WORKS
DATE 7/23/25 HS, Ref. Noy C-20-0055
The sevrage disposal and grater supply facilities
at this location have been inspected and/or
oertified by this department or other agenc es
and-found to be satisfactory
30 rTH�AN PAP. P E.,CHIEF ~
OFFICE OF WASTEWATER MANAGEMENT
COMcheck Software Version 4.1.5.1 }
Envelope Compliance Certifict
Project Information
n r„
Energy'Code: 90.1 (2016),Standard
Project Title: Eastern Long Island Carripground-2 Bedroom Cabin -
Location:' Gr'eenportr 66.
New.York
Climate Zone:`.. ;:' :4'0 =*
Project Type: .New Cohstruction
Vertical.Glazing/Wall Area: 10%:;.•...,:
Performance Sim:Specs:. EhergyPh s WI.L UQ9(EPW USA_CT CT, -Sikorsky.Mem:AP.72504.0 TMY3.epw)
Construction.Site: Owner/Agent:,- _ Designer/Contractor.
Eastern LQn Islarid Cam 'ground .-. ohn•.Condon, P E..�9Q`.Queen Street -
Greenort,NY , .,.,:..:...,,.•...: P, 1. 1
p Condon Engineering, PC
1755 Sigsbee Road
Mattituck,NY 11952
631-298-1986'
Building Area Hoot Area
1-Motel.: Residential - 499
Envelope Assemblies
Assembly Gross Area Cavity Iront. Proposed Budget U-
'or WValue R-Value U-Factor Factorve)
Perimeter
Roof 1:Attic Roof with Wood Joists;[Bldg Use 1-Motel] 499 43:0 0.0 0.621 0:021
Floor 1:Wood-Framed,[Bldg._Use 1 Motel] 499 30.0 0.0 0.033 0.033
NORTH
Exterior Wall 3:Wood-Framed,16":o:c:.[Bldg..Use 1 -Motel] .144 •21.0 0.0 0.062 0.064-
Window.6-.Wood Frame:Operable;Perf.Specs.:Product ID CXW14, 10 — — 0.260 0.310
SHGC 0.34,VT 0.57,[Bldg.Use 1_Motel](b)
Window 7:Wood Frame:Operable,Perf.Specs.:Product ID CXW14, 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,Pert.Specs.:Product ID CW13, 5 — 0.260 0.31.0
SHGE 0.34,-VT 0:57-i jBldg-Use-1---Wotel}(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.:.ProductID 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 6.064
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(.)
j/ Perimeter
/;%WEST
Exterior Wall 4:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Motel] 224 21.0 0.0 0.062 0.064
i Window 7:Wood.Frame:Operable,Perf.Specs.:Product ID CW13, 5 — — 0.260 0,310
SHGC 0.34,VT 0.'57,[Bldg.Use 1-Motel](b)
(a):Budget U-factors are used for software baseline calculations ONLY,and are not code requirements.
(b)Fenestration product performance mustbe.certified in accordance•with.NFRC and requires supporting.documentation.
Envelope PASSES: Design %better than code
Envelope Compliance Statement r
Compliance Statement: The proposed envelope design,represented.in this document is.consistent with the.building plans,
specif Ica tions,acid other calculations sUbm�tted with this permit application:The proposed envelope systems have been
designed to.meet the 90.1 (2016)Standard req ements in COMcheck Version 4.1.5.1 and to comply with any applicable
mandatory requirements listed in the Inspection klist.
Name.Title'' Date
Project Title: Eastern Long Island Campground-2.Bedroom Cabin Report date: 03/05/21
Data filename: C:\Users\Owner\Fa•vorites\ComChecks\2 Bedroom Cottage.cck Page 2 of 10
h
4
CABIN #9
Fire Sprinkler Reports
for
Eastern,Long island Campground '
690 Queen Street
Greenport;'New York
PEE 0 F Nei
�\o�N ccd yob
� G
F
cz
APPROVED AS NOTED
DATE;2(ZWB.P.4t
FEE BY:
NOTIFY FIRE MARSHAL AT 631-765-1802 Prepared By:
FOR THE FOLLOWING INSPECTIONS: John Condon
1. ROUGH INSPECTION Condon Engineering,P.C.
2. COMPLIANCE TESTING 1755 Sigsbee Road
3. FINAL INSPECTION Mattituck,New York
986
ALL WORK SHALL COMPLY WITH NYS January 631-298-1 8-1 86
CODES AND APPLICABLE NFPA
024
STANDARDS
Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc.
Condon EngineeringAk
Cabin#9
Mattituck, NY 11952 'age 2
General Project Data Report
General Data
Project Title: Cabin#9 Project File Name: Cabin 9..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#9 Building Owner:
Contact at Building: Phone at Building:
Address Of Building: 690 Queen Street City, State Zip Code: Greenport, New York
Project Data
Description Of Hazard: Light Hazard Sprinkler System Type: Wet
Design Area Of Water Application: 144 ft2 Maximum Area Per Sprinkler: 144 ft2
Default Sprinkler K-Factor: 5.60 K Default Pipe Material: SCHED 40 STEEL BLK
Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm
In Rack Sprinkler Allowance: 0.00 gpm
Sprinkler Specifications
Make: Reliable Model: G5-56
Size: 1/2 Temperature Rating: 135 F
NONE
Water Supply Test Data
Source Of Information: SCWA
Test Hydrant ID: 825134000 Date Of Test: 1-11-2021
Hydrant Elevation: 0 ft Static Pressure: 66.00 psi
Test Flow Rate: 1503.00 gpm Test Residual Pressure: 52.00 psi
Calculated System Flow Rate: 91.70 gpm Calculated Inflow Residual Pressure: 52.96 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 9.fiw Wednesday, January 31, 2024, 11:02 AM
Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc.
Condon Engineering Fri Cabin#9
Mattituck,NY-11952 r sue, • Page 3
Fire Sprinkler input Data
Node Input :Data -
srr,'r'X
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 23.91 -3.00 0.00
---- 0.000 0.0 ---- 0.0 0.00
16 No Discharge --- N/A 22.35 3.00 0.00
---- 0.000 0.0 --- 0.0 0.00
17 No Discharge ---- N/A 28.37 3.00 0.00
--- 0.000 0.0 ---- 0.0 0.00
C:\...\Cabin 9.fiw Wednesday, January 31, 2024, 11:02 AM
Fire--Fire Hydraulics Calculation Program Elite Software Development,Inc.
Condon Engineeniig SCabin#9
Mattituck, Y"N 11952sfa► - -- - Pa e 4
Fire $prinkler.lnput Data
Pl,ocle Input Data (�cont d�) 110k
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 32.52 -4.00 0.00
--- 0.000 0.0 --- 0.0 0.00
20 No Discharge --- N/A 33.29 -4.00 0.00
---- 0.000 0.0 ---- 0.0 0.00
30 No Discharge ---- N/A 33.80 4.00 0.00
---- 0.000 0.0 ---- 0.0 0.00
31 No Discharge ---- N/A 35.08 4.00 0.00
---- 0.000 0.0 ---- 0.0 0.00
32 No Discharge --- N/A 35.50 -4.00 0.00
---- 0.000 0.0 ---- 0.0 0.00
33 No Discharge ---- N/A 39.59 -4.00 0.00
---- 0.000 0.0 ---- 0.0 0.00
35 No Discharge ---- N/A 40.89 -4.00 0.00
---- 0.000 0.0 ---- 0.0 0.00
36 No Discharge --- N/A 43.90 -4.00 0.00
0.000 0.0 -- 0.0 0.00
37 No Discharge ---- N/A 52.64 -4.00 0.00
0.000 0.0 ---- 0.0 0.00
40 No Discharge -- N/A 52.96 -4.00 0.00
---- 0.000 0.0 ---- 0.0 0.00
C:\...\Cabin 9.fiw Wednesday, January 31, 2024, 11:02 AM
�Fire-Fire Sprinkler Hydraulics Calculation Program' Elite_Software Development,Inc.
Condon Engineering Jf t �•� Cabin#9
'Maftftubk,':NY"11952 _ - ;,�;� 'Page 5
Fire Sprinkler Input Data
Pipe Input ®ataWON M-
r
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 2ET 197.50 16.90 214.40 120
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
C:\...\Cabin 9.fiw Wednesday, January 31, 2024, 11:20 AM
Fire-Fire Sprinkler Hydraulics Calculation Program R, Elite Software Development,Ino.
Condon Engineering E 1� Cabin I
MattitucR, NY ill .. _ .. ,. r `• Page 6
Fire Sprinkler,Output Data
O4erall Node Gro,,upi'ngs.0utput=D.ata
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 t-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 3110
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 23.91 0.00000
15 16 0 -91.70
16 15 0 91.70 0.00 0.00 0.00 22.35 -0.03947
16 17 0 -91.74
17 16 0 91.74 0.00 0.00 0.00 28.37 0.03947
17 18 0 -91.70
18 17 0 91.70 0.00 0.00 0.00 32.52 0.00000
18 20 0 -91.70
C:\...\Cabin 9.fiw Wednesday, January 31, 2024, 11:02 AM
Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc.
Condon Engineering ' } a Cabin#9
Mattituck,NY 11952' t Page 7
Fire Sprinkler Outpuf Data
O, erai ` Nocle�Gr..oupi`ngs�'Outpuf 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 33.29 0.00000
20 30 0 -91.70
30 20' 0 91.70 0.00 0.00 0.00 33.80 0.00000
30 31 0 -91.70
31 30 0 91.70 0.00 0.00 0.00 35.08 0.00000
31 32 0 -91.70
32 31 0 91.70 0.00 0.00 0.00 35.50 0.00000
32 33 0 -91.70
33 32 0 91.70 0.00 0.00 0.00 39.59 0.00000
33 35 0 -91.70
35 33 0 91.70 0.00 0.00 0.00 40.89 -0.03947
35 36 0 -91.74
36 35 0 91.74 0.00 0.00 0.00 43.90 0.03947
36 37 0 -91.70
37 36 0 91.70 0.00 0.00 0.00 52.64 0,00000
37 40 0 -91.70
40 37 0 91.70 0.00 0.00 -91.70 52.96
C:\...\Cabin 9.fiw Wednesday, January 31, 2024, 11:02 AM
• Fire=Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc.
Condon Engineering 4x Cabin#9
Mattituck,NY 11952 TAW, : Page 8
Fire Sprinkler Output Data
Overall Pipe Output-,Data
/ft Pipe-Len.
.
Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. 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 14.85 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 16.54 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
C:\...\Cabin 9.fiw Wednesday, January 31, 2024, 11:02 AM
Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inca
1 Condon Engineering Cabin#9
r2 �'x
Mattituck,NY 11952 E,y1�u.'+ Page 9'
Fire Sprinkler Output Data
Overall'Pipe Ouf but Data (cont'!).
/ft Pipe-Len L. .
Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. 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 -3.00 0.00 16.68 2.50 0.00 0.03371 197.50 7.227
15 0.00 -3.00 0.00 23.91 2.469 91.70 2ET 16.90 0.000
SCHED 40 STEEL BLK 120 6.15 0 214.40 7.227
15 0.00 -3.00 0.00 23.91 2.00 0.00 0.08010 6.00 1.041
16 0.00 3.00 0.00 22.35 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 22.35 91.74
Prev
17 6.00 psi 3.00 28.37
17 0.00 3.00 0.00 28,37 2.00 0.00 0.08010 7.00 1.121
18 0.00 -4.00 0.00 32.52 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 32.52 2.00 . 0.00 0.08010 2.50 0.769
20 0.00 -4.00 0.00 33.29 2.067 91.70 T 7.10 0.000
SCHED 40 STEEL BLK 120 8.77 0 9.60 0.769
20 0.00 -4.00 0.00 33.29 4.00 0.00 0.00312 165.00 0.514
30 0.00 -4.00 0.00 33.80 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 33.80 4.00 0.00 0.00312 400.00 1.282
31 0.00 -4.00 0.00 35.08 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 35.08 4.00 0.00 0,00312 120.00 0.418
32 0.00 -4.00 0.00 35.50 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 35.50 3.00 0.00 0.01170 332.00 4.093
33 0.00 -4.00 0.00 39.59 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 39.59 3.00 0.00 0.01170 111.00 1.299
35 0.00 -4.00 0.00 40.89 3.068 91.70 ----- 0.00 0.000
SCHED 40 STEEL BLK 120 3.98 0 111.00 1.299
35 Backflo -4.00 40.89 91.74
Prev
36 3.00 psi -4.00 43.90
C:\...\Cabin 9.fiw Wednesday, January 31, 2024, 11:02 AM
Fire-Fire Sprinkler Hydraulics.Calculation Program Elite Software Development,Inc.
Condon Engineering i `- Cabin#9
Mattituck, NY 11952 ,.W.`• Page 10
Fire Sprinkler Output Data
Overall Pipe'Ou#put Data (donVd)
Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi)
Elevation Q(gpm) (psi/ft) Fit-Len.
End. KFactor Discharge Pressure Inside Dia. PE-(psi)
Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi)
(fps) Type-Grp (ft)
36 0.00 -4.00 0.00 43.90 2.00 0.00 0.08010 105.00 8.746
37 0.00 4.00 0.00 52.64 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 52.64 6.00 0.00 0.00042 712.00 0.311
40 0.00 -4.00 0.00 52.96 6.065 91.70 T 21.40 0.000
SCHED 40 STEEL BLK 120 1.02 0 733.40 0.311
C:\...\Cabin 9.fiw Wednesday, January 31, 2024, 11:02 AM
Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc.
Condon Engineering ! t � Cabin#9
Mattituck,NY 11952 � stu Page 11
Fire Sprinkler.Output. Data
Overall Spr'nkle.r Output-Data;
Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler
Sprinkler Elevation Pressure 2 Density Discharge
Node No. Code KFactor(K) (feet) (psi) (ft ) (gpm/ft2) (gpm)
1 A 5.60 11.00 7.80 144.00 0.109 15.64
2 A 5.60 11.00 7.72 144.00 0.108 15.56
3 A 5.60 11.00 7.70 144.00 0.108 15.54
4 A 5.60 11.00 7.46 144.00 0.106 15.29
5 A 5.60 11.00 7.03 144.00 0.103 14.85
6 A 5.60 11.00 7.00 144.00 0.103 14.82
Sub Totals For Group A 864.00 0.106 91.70
Totals For All Groups 864.00 0.106 91.70
C:\...\Cabin 9.fiw Wednesday, January 31, 2024, 11:02 AM
Fire-Fire Sprinkler Hydraulics Calculation Program . Elite Software Development,Inc.
Condon Engineering f k`t Cabin#9
Mattituck,NY 11952 FIE t' 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: 0.0069 psi
Actual Average Nodal Pressure Imbalance: 0.0022 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: 1769.62 gal
Sprinkler Flow: 91.70 gpm
Non-Sprinkler Flow: 0.00 gpm
Minimum Required Residual Pressure At System Inflow 52.96 psi
Node:
Demand Flow At System Inflow Node: 91.70 gpm
C:\...\Cabin 9.fiw Wednesday, January 31, 2024, 11:02 AM
O
Fire-Fire Sprinkler Hytlraulics Calculation Program- ,� Elite Software Development,Inc.
Condon Engineering � { '�� 'Cabin#9
Mattituck;NY 1"1952 -. <ram►� Page 13
Fire Sprinkler Output Data
"Hydrau�lic��Snu�p,,P,ly/�D�emandGra�ph � ?,,, �.
,00
90
80
70 6
Q.
60
� 52
50
N
^L
LL
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: 52.96 psi
Calculated Flow Rate:91.70 gpm
Excess Available Residual Pressure At Calculated Flow: 12.97 psi
Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 15.50 psi
C:\...\Cabin 9.fiw Wednesday, January 31, 2024, 11:02 AM