HomeMy WebLinkAbout49738-Z of souryo`o Town of Southold
* * P.O. Box 1179
�0 53095 Main Rd
Couxn.`` Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46606 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. 49738 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 #6 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:, 49738 07/21/2025
PLUMBERS CERTIFICATION: Jorge NaWnjo 04/04/2025
Au on d ignature
o�SUFfot, �o TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y _ 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#: 49738 Date: 9/20/2023
Permission is hereby granted to:
HNF Resorts LI LLC
PO BOX 89
Greenport, NY 11944
To: (cabin #6) legalize "as built" seasonal cabin in existing campground as applied for per
ZBA, Planning & SCHD approvals. Replaces 46353.
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
Building Inspector
o�SUFfal# TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y z TOWN CLERK'S OFFICE
o • SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 4.6353 Date: 6/4/2021
Permission is hereby granted to:
HNF Resorts LI LLC
690 Queen St
Greenport, NY 11944
To: (cabin #6) 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 12/412022.
Fees:
AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $975.20
CO-COMMERCIAL $50.00
otal: $1,025.20
Building Inspector
o�*OE SOUr�ol
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G • Q
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: HNF Resorts LI LLC
Address: 64500 CR 48 CABIN#6 City: Greenport St: NY Zip: 11944
Building Permit#: 49738 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 1✓. Basement 1- Service Solar
Outdoor P-1 1st Floor W Pool F Spa r
Renovation 1— 2nd Floor 1- Hot Tub r Generator r
Survey 1- Attic Garage Battery Storage (—
INVENTORY
Service 1 ph I✓' Heat Duplec Recpt 31 Ceiling Fixtures 5 Bath Exhaust Fan 1
Service 3 ph r' Hot Water Gas GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors 2
Main Panel 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 9 4'LED Exit Fixtures
Other Equipment: Fridge, Micro
Notes: Cabin 6
Inspector Signature: X Date: July 21, 2025
Sean Devlin
Electrical Inspector sean.devlinCa-)town.southold.ny.us
64500CR48Cabiri6
Town Hall Annex
y }? Telephone(631).7654802
54375 Main Road
P.O:Box,'1179 C
Southold,NY 11971-0959
Z
BUILDING DEPARTMENT
` TOWN OF SOUTHOLD
APR 4 2025 CERTIFICATION
Date: 09 �'I zt72S
Building Permit No. 6
Owner:_}I AV so�c�S LZ L L L
(Please print)
Plumber oY N2�Zw p
lease print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%o lead.
(PlumA�sature)
Sworn to before me this
Fn
NDIZ TO dii 2[ES
day of i �/ 20 �- IC,STATE OF NEW YORK
No. 01 TO6231053
n SUFFOLK Countyn Expires 11/22/2026
Notary Public, County
1
s 0
SOUTHOLD BUILDING DEPT.
courm, �� 631-765-1802
PECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] 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:---
cot 0
DATE INSPECTOR
pF SOUTyOIo L-4 ct-7
# # • TOWN OF SOUTHOLD BUILDING DEPT.
coutm, 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:
Lon
DATE bt 2 = INSPECTOR
%OF 50UTyo�
# # TOWN OF SOUTHOLD BUILDING EPT.
cOU ,o 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:
DATE 71V INSPECTOR �
�apf 50//Th,O
TOWN OF SOUTHOLD BUILDING DEPT.
^ou NYC 631-765-1 802
INSPECT.10N
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I LATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REM RKS-
AA ct, )>iffi (K f tw C/'>"' i,VI-e
14� A✓I
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d
DATE INSPECTOR ki,
OF 50UTyO6
# #
TOWN OF SOUTHO LD BUILDING DEPT. 4
G �
"coum, 631-765-1802
I NSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INS TION/CAULKING
[ ] FRAMING /STRAPPING [ INAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH). [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PR 0- [ ] RENTAL
REMARKS:
vft— ,6 6"
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ed
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TE INSPECTOR
OE SOUTyolo
* f TOWN OF SOUTHOLD BUILDING DEPT. kpf
`y�oo�m 631-765-1802 (�
INSPECTION ' .
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ IN ATION/CAULKING
j ] 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: [�
ci)
DATE INS PECTOR
50UryO�
# TOWN OF SOUTHOLD BUILDING DEPT. °�
WN, 631-765-1802 '�66v
INSPECTION .
[ ] FOUNDATION 1ST/ 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:
A0 e6A�
X6 Q
t ` ` }- 01/
-4� � 4
2T�Ebkk
INSPECTOR
Of SOUTyO
# # TOWN OF SOUTHOLD BUILDING DEPT.
i'Oum, '' 631-765-1802 ®A..f &
INSPECTION
FOUNDATION 1ST/ REBAR ROUG G
[ ] FOUNDATION 2ND [ ] I LATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: S
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DATE INSPECTOR A-1-400
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 neeri ng.com
October 14, 2021 E C 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 F s-690 Queen Street, Greenport.
Permit#s 46347, 46348, 46349,46350, 4635. 463
_g53A6354, 46355, 46356, 4;6457, 46358,
46359, 46360,46361, 46362,46363, 46364, 46365, 46366, 46367
Dear Mr. Verity:
inspected the sono tubes footings on the property for the proposed cottagers and found them
- -to-be-instal led-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.
Ilk.
� o
r
p51684
RAF.SSION�'
Condon Enga eerl'ing, P.C.
New York State Licensed Professional Engineers
1755 Sigsbee Road 631-298-1986
Maftituck, New York 11952 Fax 631-298-2651
condonengineering.com
V
November 25,2021 � V' o �p25
Mr. Mike Verity �P� 2 e14ti
Chief Building Inspector
Southold Town Building Department `
53095 Route 25 � "01%
P.O. Box 1179 Ao
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,
®F NE J
3_ coy
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:10/9/24
Town of Southold-Fire Marshal
Town Hall Annex
54375 Main Road, P.O. Box 1179,
Southold, NY 11971 0 ` `� 1
Subject: Eastern Long Island Camp Ground, 690 Queen St,Greenport, NY 11944
To whom it may concern,
This letter shall serve to certify that all of the units 1-19& the Pavilion were tested at.
200lbs for a period of 2 hours and there was no change in pressure. This test was witnessed by
Gregory E.Sulger and Thomas P. Walsh.All of the lines have since been filled with glycol for
freeze protection. Therefore, a water flow test cannot be conducted without compromising the
system.A manual test was performed on all of the water flow switches.All alarms are active.
Very my yours
St
Th r as P.
LI C#019767
/
Condon Engineering, P C
New York State Licensed Professional Engineers
631-298- 986
1765 Si8sbeeRomm Fax G31'298'2G51
XNottituuk.New York 11352
condoneng|neehnQ.uom
0
�� a
LC.
November 27. 2U24 DEC — 4 9024
�
Mr. Mike Verity
Chief Building Inspector
Southold Town Building Department
53OQ5 Route 25
P.O. Box 117S
Southold, New York 11S71
Re: Eastern Long Island Camp Ground Cottage Footings-8QD Queen Street, Gnaenport
Dear Mr.Verity:
| inspected the plumbing in the Pavilion,and cottages#4,#5,#6,#7,#Q,#9,#l1,#12, #1D and#18.
The piping was found to be installed as shown on the plans and to have no leakage.The
installation was found tobe installed as shown on the plans.
To the best of my knowledge the plumbing was installed in accordance with building code
standards.
if you have any questionm, please oa|| moot831-2Q8-1888.
Yours truly,
05168,4
`
Condon Engineering, P.C.
New York State Licensed Professional Engineers
1755 Sigsbee Road 631-298-1986
Mattituck, New York 11952 Fax 631-298-2651
condonengineering.com
January 31, 2025 L
E-
F E B - 20?5 ?.
Mr. Mike Verity
Chief Building Inspector
`Southold Town Building Department
`63095 Route 25
P.O. Box 1179
Southold, New York 11971
Re: Eastern Long Island Camp Ground Cottages-690 Queen Street, Greenport
Dear Mr. Verity:
I inspected the installed insulation at the site.The insulation in the Pavilion, and cottages#4,
#5,#6,#7,#8,#9,#11,#12,#18 and#19 were found to be installed as shown on the plans.
To the best of my knowledge the insulation was installed in accordance with building code
standards.
If you have any questions, please call me at 631-298-1986.
Yours truly, P�EOF NEWs,®
r cr
v�
051684
��FESS10 k
a North Fork Cottages&RV Resort
p Job Name:
Installing Company: Boss Systems
XR1S0/XR550 SERIES STANDBY BATTERY POWER CALCULATIONS .= t standby Current
4
17
Total n!A f x 4h'.,'..r..a..t M......tM..t?. -,i._ ,.,.T".:i TOtal triA d
XR1%/XR550 Series Control Panel 1 X 174 = 174 1 X 217 217 r
Relay Oiitpufs 1-2,(ON) s; :i, 0<r: .X..a., 30, ^..x tit S 0 p X.< .. .-30 _ 0"'
J
0. .
Switching Grounds 3 6(ON) 0 X 5 0 0 X 5 0
+ 2 '
Active Zones 9-10 0 X 4 - 0 0 X 30 0
Wire.Smokes, =
xc 01 00 :.
Panel Bell Output(1500 mA max)
Aux'powerdewcesanTermtnsls7an",(Otherthankeypadsarid.LX_'8 moa%les),-,,,,_0 X.:_> _.` . :.,0 : _ d0 X o 0
0
2W-BLX,2WT-BLX Smoke Detectors 0 X 15 0 0 X -35 0
263LTECellularComritumcato� �' , rt.,.,,:•. L 1.r; X,.. . 20' . ;20 _ 1. 'X-,. 20 20._;.:;
h "
a... ,.- .::.,. ..� ..n�,...: .. . .. ... - .:
263LTE-FN Cellular Communicator 0 X 6 - 0 0 X 7 0
277;BuzzeF;Module'.,:' ., ;. _,. ;' _ .., 0,, x_X,. 5 0
630F Remote Fire Command Center 0 X 63 = 0 0 X 92 0
7630F.Fire'Commarid Keypad 108 0
0, X 84- 0 -0 ;X
708 Bus Extender 0 X 10 - 0 0 X 10 = 0
710'Bus;Splatter/Repeater Module+., ;. 0',,. X,`_, 32 ` i 0 0,. X _. 32 .r 0 ,
711 Zone Expansion Module 0 X 11 0 0 X 11 0
= Active Zone(EOL Installed);. :_ : O:i X:,'; 1:6 0,. 0 X p 0-
711S Zone Expansion Module 0 X 4.2 = 0 0 X 4.7 = 0
712-8 Zone Expansiori;Module;: .; :, '.`.�.. .. orR. X =.i i 17 a:•.:c.. . 0 :0 X _ 17 0
Active Zones(EOL Installed) 0 X 1.6 = 0 0 X 2 = 0
714ZoneExpansiortModule„ „A ;X 7 0
Active Zones(EOL Installed) 0 X 1.6 = 0 0 X 2 = 0
714-'8,714-16 Zone,Expansion Module. , .. ( "0. X.t' u •0 E0. X 20 ::: = O.
Active Zones(EOL Installed) 0 X 1.6 -_ 0 0 X 2 = 0
71SZoneExpansionModule 0 X 7' 0 _`0 X 7, 0
Active Zones(EOL Installed) 0 X 4 - 0 0 X 30 = 0
`Z-Wire Smokes _ _ 0 _,X;^ 0.1'.�. - 00 'X 0-
715,8,715-16 Zone Expansion Modules 0 X 20 = 0 0 X 20 = 0
';Active Zones(EOL Installed) =;;. r; ,° �.; r.' 0: X =', 4'_ 0• 0: X 30:- - O;c,. ,
2-Wire Smokes 0 X 0.1 - 0 0 X 0.1 = 0
796.OutptiCExpansiohModule-:'.- ,;5,, - , ".0 -,,iX .13;� n,- .0, =0 _ -'13 ;,
._!
R`
Active Form C Relays_ 0 X = 0 0 X 12 = 0
717 Graphic,Annunciator,Module,: - ;"' - D X; 10' 0 . 0 X:-;..' '10 0'.
Annunciator Outputs 0 X = 0 0 X 1 = 0
734.Wiegarid Interface Module".
Active Zones(EOL Installed) 0 X 1.6 - 0 0 X 2 = 0
.Rnnunciator.(ON).:... ._,, -:r' >> _. a...0:. X,;:.. -
,",.,
0 ,, 0
t-
Proximity Reader 0WX
200 = 0 0 X 200 = 0
736P POPR.Interface Module is °0 25'< L: 3 3 0; :0, i:X, t)25
„ „
Radionics Popex,Octopopd,Popits 0 = 0 0 X = 0
736y:V;PIex Module 0. 45, 0� X 45",: 0
Active Zones 0 - 0 0 X - 0
738A Ademco Wireless Interface Module 0 75 - 0 0 X 75 - 0
738T Wireless Translator 0 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 L X 34 _ = 0
re�o;>
4 ,
All four relays active \ 0 X 045
0 0 X 138 0
8655tyle,Y or Z Not)fication Module' 0: X : - 0 0 "X s05', 0
866 Style W Notification Module 0 X = 0 0 X 76 - 0
80.LXt Bus Sty"le WNotificationModule t a c o _ X:`;,
0869 Dual Style D Initiating Module 0 X = 0 0 X 75 = 0893A D'uafPfione Line Module 0 t o0"1100X Wireless Receiver 0 X - 0 0 X 35 = 0
1.100XH,Wireless High Power ReeeWer_ >° .. .;>. v•. `X:• y 75•' - :Q,.;. ":X'. . v;102: A
7060/7160 Thinline/7060A Aqualite Keypad 0 X 72 - 0 0 X 87 = 0
7063/I763:Thinlinep063AAquatlteKeypad, ti o.::.. 0`.' :X a..-:
7070/7170 Thinline/7070A Aqualite Keypad 0 X 72 = 0 0 X 87 = 0
Active-Zones(EOL Installed); `, _s> z . . x O rY X""' 1.6,y -.F`. R., •0 'd:X, y2. 0
ti
7073/7173Thinfine/7073A Aqualite Keypad 0 X 85 - 0 0 X 100 = 0
Active,Zones.(EOL Instal led)= X `.., :",.' ,0,` X._- 1.6 -04
-
7872 Graphic Touchscreen Keypad 0 X 145 = 0 0 X 215 _ 0
Active:Zones(EOLlrtstailed), " 0, x'. 1'.B 0 0, X 2 0
'c
7873 Graphic Touchscreen Keypad 0 X 143 - 0 0 X 243 = 0
Active Zones EOClnsailed)" ; " 0 X•r: :1i6 i -:.'c :0; =0 c X :2
8860 Graphic Touchscreen Keypad 0 X 300 - 0 0 X 350 = 0
,'AU Povreied Devices
X.:. 0.' 0 r, 1 X 300', 30Q.
Aux.Powered Devices 0 X - 0 0 X - 0
... ,
- Aux.:Poivered Devices ,;., .•: , ,•=. ... .:. '`,.: 0 X' _
Aux.Powered Devices 0 X 0 0 X - 0
.. --- •.
Aux Powered Deuces .?:... ., X
-0 0
Aux.Powered Devices 0 X - 0 0 X - 0
;Aux Powered Devices 0 E:X
Aux.Powered Devices 0 X - 0 0 X = 0
Aux Powered Devices,,'-.-
Based on 10%active zones in alarm Total Standby mA 200A �Total.Alatrit_mA 'z `f* `•-53.9;
Required Minimum Alarm Time in minutes iff,E RUE
5 Minutes X Total Alarm mA 539 = Total Required Alarm Current 44.917 mAh
Total Standby mA 2004 mA
Numlieiof standby twurs needed 24 In
Total number of standby mA hours = 481.0 mAh
.. ._
Total require d alarm current(rounded)
Total number of mA hours = 4855 mAh
Contingencyfactor.
Total number of mAh = - 5826 mAh
:.Corner[mAh.fo Ah` `. - - 1000 h ; ..
. M 5� .- ' x -�. �L i$�.'r r t` C „e ,3 •fit —�_ >a'
n. Battery Amp hotua required 6 Ah''
t } _ { h.
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 XR510
Page 2n
OFFICE LOCATION: 130 AIAILING ADDRESS:
Town Hall Annex P.O. Box 1179
54375 State Route 25 Southold,NY 11971
(cor.Main Rd. &Youngs Ave.) Telephone:631765-1938
Southold,NY www.southoldtow-xmy.gov
PLANNING BOARD OFFICE
October 22, 2025 'TOWN OF SOUTHOLD oCT 2 e025
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 "Ea'stern 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,
Tly, OX\ �
Brian A. Cummings
Senior Planner
cc: Michael Verity, Chief Building Inspector
Sean Magnuson, Owner
FIELD INSPECTION REPORT DATE COMMENTS
� ro
FOUNDATION(IST) • n
------------------------------------
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FOUNDATION(2ND)
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ROUGH FRAMING& O
PLUMBING `� Q
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INSULATION PER N.Y. H
STATE ENERGY CODE
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FINAL
61
ADDITIONAL COMMENTS
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lf' �, ao�gl1FFd11�cO�y T TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y: own Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-
Telephone(631) 765-1802 Fax(631) 765-9502 htt s://www.so 0959
i s --p utholdtownn eov
APPLICATION FOR BUILDING PERMIT OateReceived
\,�1,`
For Office Use Only
PERMIT NO Building Inspector: -
APR 14
_ 2021
Appl►catons and forms must be filletl out in their entirety Incomplete-
.applications will:�ot be�ccepted Where'the `
Owner's°quthor�zahon form(Page 2)shall be completed not the owner,an T.T.
Date:4/12/21 ��
OWNERS)OF pROPEItTY
HNF
Name: RESORTS INC. _ scTM#s000-40.
_._.
Physical Address "5
690 QUEEN STREET GREENPORT NY 11944 _r
Phone#:
�._.631-477-0022 _..
- Email INFO ELIKAMPGROUND COM
Mailing Address:690 QUEEN STREET GREENPORT NY 19944 -+ c
CONTACT PERSON,
Name SEAM r
MAGNUSON
Mailing Address•
SAME AS ABOVE _:._..
Phone
631-953 3899 Email.
DESIGN PROFESSIONA!`INFORMATIO* 4 j
Name CONDO N - ~
�T
N ENGINEERING
MailingAddress --' �-- �- -•--•1755 SIGSBEE RD MA
r...... TTITUCK
w_
Phone# 631 298 1986
Emau CONDONENG@OPTONLINE NET
CONTRACTOR INFORMATION
r k
Name:SEE ATTACHED4 ' r
Mailing Address:
Phone#:
Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
TWO BEDROOM CABIN' 77
}
®New Structure ❑Addition +❑Alteration ❑Repair ❑Demolition ..N .�
❑Other Estimated Cost of Project:
Will the lot be re-graded? ®Yes []No V Will excess fill be removed from Ypremises?v^Dyes BNo4
1
7, PROPERTY INFORMATION`
Existing use of property:TOURIST CAMP Intended use of property•TOURIST CAMP
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
RR RESORTRECREATION _,.u....._..., this property? ®Yes []No IF YES, PROVIDE A COPY.
x 1 .y M .1
C Check Box Affter Reading sThe owner/contractor/design professional is responslbie for all tlrainage and,storm water issues as provided by
Chapter 236 of the Town Cade APPLICATION IS,HEREBY MIDE to the Budding Department for the issuance of a Building Permit pursuant to the Building Zane t
.Ordlna`nce of the Town of Southold,Suffolk County,New York and other applicable Laws,Ordmance�`or Regulat�on5 for the construction of buildings,
additions,alterations or for removal or demohtior as herein descr(bed The applicant agrees to comply wrth all applicable laws ordinances,bu�Iding code,:
housing"code and regulations and to admit authorized inspectors on premises:and m buildmgls)for necessa"ry inspe'ctions False statements made herein ar'e
punishable`as a Clas'sjA misdemeanor pursuant b Section 214 45 of the New York State Penal Law{
Application Submitted By(pr' t name) Lam/ `��� �{v�a�, BAuthorized Agent ❑Owner
Signature of Applicant: Date:
Notary Public,State of New York
STATE OF NEW YORK) No.01BU6185050
Qualified in Suffolk County
COUNTY OF ,/
SS: Commission Expires April 14,2�a(
)
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual sign in contract)above named,
(S)he is the A00 t )�y 0"
(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
day of_4�4 20 ',1 `��� ' Y L ��
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
wn is Signat Date
SEA MAG SON
Print Owner's Name
2
BOARD MEMBERS qF$ Southold Town Hall
Leslie Kanes Weisman,Chairperson. ��_ y� 53095 Main Road•P.O.Box 1179
Southold,NY 11971-0959
Patricia Acampora Office Location:
Eric Dantes G Q Town Annex/First Floor,
Robert Lehnert,Jr. �. • .. .. �9 54375 Main Road(at Youngs Avenue)
Nicholas Planamento liyC Southold,NY 11971
OUN[`l;
httpJ/southoldtov=y.gov E!mEC *��
ZONING BOARD OF'APPEALS + 3a Q -k
TOWN OF SOUTHOLD ' .
Tel.(631)765.4809•Fax(631)765-9064 A U G 2 5 2020
C.G.
Soutmi ld 'own Clerk
FINDINGS,DELIBERATIONS AND DETERMINATION
MEETING OF AUGUST 20,2020
ZBA FILE No.: 73 84SE.
NAME OF APPLICANT: MW Resorts Inc
PROPERTY LOCATION: 690 Queen Street,Greenport,NY SCTM No. I000-40-3=5
SEQRA DETERMINATION: The.Southold Town Zoning Board of Appeals declared Lead Agency.
status,for the SEQRA review of the special-exception application and an uncoordinated 'review was .. .
conducted. It was determined that:ahis.is an Unlisted Action pursuant
':to State Environmental.Quality
Review Act(SEQRA) 6:NYCRR,:Part 617,as it does nQt nibet any.of the thresholds of aType.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-si*ni canoe 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 iinterpretation 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.1,q00-4:Q-3-5 y,
Trailer campground by removing twenty(20)tent sites:and constructing twenty(20)seasonal cottages,,as
well .as variances for twenty (20) cottages measuring 504 sf where the code only allows cottages to
measure a maximum of 450 SF in size; located at: 64500 County Rd 48,Greenport,SCTM# 1000-40-3=5
VARIANCE RELIEF REQUESTED: The applicant's proposal was amended to convert 33 existing tent
camping sites to 20 seasonal use cabins of approximately 504 sq. ft. with an exterior covered porch,
where only 450 sq. ft, cabins are allowed. The cabin floor plans also depict a 90 sq. ft. covered porch to
be attached to the cabins for an overall size of 594 sq. ft., In addition, a 600 sq. ft. pavilion with an .
exterior deck will also be constructed.
ADDITIONAL INFORMATION: The proposed 20 cottage sites are a reduction of the currently 33
existing tent.sites. There are certificates of occupancy for all of the existing campground buildings &.
inground swimming.pool. The current site plan was approved in 20.06, and.aliows.for 63 seasonal RV
sites, 90 short term:RV/Pop Up sites, and 33 tent sites. The site plan also approves.186 parking spots.
with an 80-car overflow. The original campground& trailer park came about from a Special Exception
.permit approval ZBA file#2147 dated July 22, 1976.
A Letter of No-Jurisdiction was issued by the New York State Department of.Conservation (NYSDEC).
indicating that no permit is required.from the agency, but advised that no construction, disturbance,.
clearing or sedimentation of any kind may take place within 100 feet of NYS regulated freshwater
wetlands without a permit.
SPECIAL EXCEPTION:
MIA
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this-application on August 6,2020 at which time
written and oral evidence were presented. Based upon all testimony,documentation,personal inspection
of the property and:surrounding neighborhood,and other evidence,the Zoning Board finds the following
facts to be true and relevant and makes the following findings:
The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280-
142 and finds:
A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties
in adjacent use districts...The subject property has legally existed as a tourist camp since 1976 without
adverse impacts
B. That the use will not prevent the orderly and reasonable use of permitted or legally established
uses in the district wherein the requested use is located or of permitted or legally established uses in
adjacent use districts.No new uses are beingproposed in this application
C. That the safety, the health,the welfare,the comfort,the convenience or the order of the town will
not be adversely affected by the proposed use and its location. The proposed cabins will meet all
county sanitary regulations and will be serviced by Suffolk County Water and Greenport Village
Sewer System. The site is readily accessible to fire and police protection.
--- --- - ---1 .-FBat-the-use-will-be-i-n-harmony-with-and-pr-omotethe-gener-al-purposes-and-intent-ofthis-----
chapter. The cabins will be in compliance with the Town's storm water management code
Page 3,August 20,2020
#7384SE,HNF Resorts,Inc.
SCTM No. 1000-40-3-5 .
E. That the use will be compatible with its surroundings and with the character of the neighborhood
and of the community in general, particularly with regard to visibility, scale and overall appearance.
The property is screened from the road, and is adjacent to Moore's Woods.
F. That all proposed structures, equipment and material shall be.readily accessible.for fire and police
protection.The existing unimproved road will be widened for better fire and police access and the
campground has its own fire emergency plan and fire truck on site
G.That the proposal shall comply with the requirements of 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 ofproperty values and the encouragement of the most appropriate uses
of land.
C. The effect that the location of the proposed use and the location that entrances and exits
may have upon the creation or undue increase of vehicular.traffic congestion on public
streets,highways or sidewalks to assure the public safety.
D. ,The availability of adequate and proper public or private water supply and facilities for
the treatment,removal or discharge of sewage,refuse or other effluent(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 orlpoduced thereby.nay give:off
obnoxious gases, odors,smoke or soot.
R Whether the use will cause disturbing emissions of electrical discharges,dust,light,
vibration or noise.
G. Whether the operation in pursuance of the use will cause undue interference with the
orderly enjoyment by the public of parking or of recreational facilities, if existing or if
proposed by the Town or by other competent governmental agencies.
H. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles.
incidental to the use and whether such space is reasonably adequate and appropriate and
can be furnished by the owner of the plot sought to be used within or adjacent to the plot
wherein the use shall be located.
I. Whether a hazard to life, Iimb or property because of fire,flood, erosion or panic may be
created by reason of or as a result of the use or by the structures to be used therefor or by
the inaccessibility of the property or structures thereon for the convenient entry and
operation of fire and other emergency apparatus or by the undue concentration or
assemblage of persons upon such plot.
J. Whether the use or the structures to be used therefor will cause an overcrowding of land
or undue concentration of population.
K. Whether the plot area is sufficient, appropriate and adequate for the use and the
reasonably anticipated operation and expansion thereof.
L. Whether the use to be operated is unreasonably near to a church,school,theater,
recreational area or other place of public assembly.
---— M:-Whether the-site of-the-proposed-use-is-par-ticular-ly-suitable-for-such-use---- - --- ------- -----
N. Whether adequate buffer yards and screening can and will be provided to protect adjacent
properties and land uses from possible detrimental impacts of the proposed use.
Page 4,August 20,2026' "
#7384SE,HNF Resorts,Inc.
SCTM No. 1000-40-3t _
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 bc
introduced there without undue disturbance or disruption of important natural features,
systems or processes and without risk of pollution to groundwater and surface waters on
and off the-site.
AREA VARIANCE:
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on August 6,2020 at which time
written and oral evidence were presented. Based upon all testimony,documentation,personal inspection
of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following
facts to be true and relevant and makes the following.fndings:
1. Town Law&267-b(3)(blah 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-bQ)(b)(2), The benefit sought by the applieant.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§167-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel
after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive
knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the
time of purchase.
6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to
enable the ap lip cant to enjoy the benefit of 20 seasonal rental cabins while preserving and protecting the
character of the neighborhood and the health,safety and welfare of the community.
Page 5,August 20,2020
#7384SE,HNF Resorts,Inc.
SCTM No. 1000-40-3-5 r.
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 I 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 arty 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 thischapter. The Zoning Board ofAppeals shall retain
jurisdiction and shall have the right, after a public hearing to mods, suspend or revoke
such approval or any term or condition thereof or to impose thereon one or more new
conditions,pursuant to Article XXV, Section 280-141 of the Town Code.
Any deviation from the variance(s).granted herein ass 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.nonconformities under;the.zoning code, This.action:does not authorize or.
condone,any current or.future use, setback or;other feature of the subject propel-ty that.may violate,the
Zoning Code,.other than such uses, setbacks and ether featiires.as are eXpressI addressed hi-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 will render this approval
null and void.
The Board reserves the right to substitute a similar design that is de m.inimis in nature for an alteration.. .
that..does not increase the degree of nonconformity.
Pursuant to Chapter 280-146(B).of the Code of the Town of Southold.any variance granted by the
Board of Appeals shall become null and void where.a Certificate of Occupancy has not been
procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three
(3)years from the date such variance was granted. The Board of Appeals may,upon written
request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)
year terms.
Vote of the Board: Ayes:Members Weisman(Chairperson)Acampora,Dantes,Lehnert,and Planamento
(5-0).
L
Leslie Kanes'Wcisma Chairnerson
Approved for filing /4 /2020
BOARD MEMBERS $ Southold Town Hall
Leslie Kahes Weisman,Chairperson 53095 Main Road •P.O.Box 1179
Patricia Acampora sxt Southold,NY 11971-0959
Eric Dantes G �e Office Location:
Robert Lehnert,Jr..
��. • �OQ Town Annex/first Floor,
fly- 54375 Main Road(at Youngs Avenue)
Nicholas Planamento Irmo o,� Southold,NY 11911
http://southoldtownny.gov
:ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD n
`-, �.._. ..
:.,� c.y ((���'.,
May 19, 201 � .��l4�
Tel.(631)765-1809•Fax(631)765-9064
Eileen Wingate `
Quite Man Studio MAY 2 0 2021
2805.yVest,mill
.Road, .
Mattituck;.NY. 11952 Tr FP"'.
F n 1..r
RE: Request for De.MYntmus Deteririination' ,
, . .: . ,
Appeal`No 7384SE,HNP Resorts;Inc:
69.0 Queen Street;Greenport
SCTM No. 1.00040-3-5
Dear Ms. Wingate;
I am rn recerpt of-your correspondence, dated May,.a 1, 021, requesting:a de minimus determmatton in,the:
y
above referenced ontng Board of A-- .ls.�pectal Exception Permit'and Area'Vartanerr ciearston
In your letter;you request'a:de mmtmus approval for a Special Exception and Area Varia nee:.ao construct 0. . .
seasonal use`cabins which exceed he maxtrium:square feet in area iri accordance wrt11 the:ToWn Code,
an existtng:campground, You explatt that upon recommendation of the ToWn's Planning Board,that.the
revised site plan tlep7cts re location'of the cabins in order:to.preserve as many trees as pQss%b]e:;anti that the r
num�ef of eabins have been reduced to 19 Furthermore,you stated that the c_a.ir re locattons t �et.all
zonrrig requiretrierxts pitrsuart.to Chapter 253 of the Town Code:
Based upon the information provided,T have determined that your request is de minims in nature because .
the changes do riot increase the degree of non-conformity,and the.decisign continues to follow the general r
standards governing Special.Exception Uses.
Please be advised that conciitioris set forth in Appeal No. 7384SE still apply. We ask that you submit to our
.offce 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 Deparitnent-and the.Planning Department.
I
y,
Weisman
Chairperson
cc: Michael Verity, Chief Building Inspector
Heather Lanza, Planning Director
Y}
OFFYCE I.00:ATION: MAILING ADDRESS:
`y Town Hall Annex P.O.Box 1179
I•' 54375 State Route 25 Southold, NY 11971,
lcor.Main Rd. &'Youngs-AVe.}.
Southold,NY tf- { Telephone 631 765-1938
wwW:Soulholdtownny.gov
PLANNING BOARD OFFICE
T0VVN,0E-S0UTHOLD
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 ..
9CTM#1000-40.-3-5
Dear Ms. Wingate:
The following resolutions were.adopted at-a meeting of the Southold Town Planning Board
on October 5, 2020:
WHEREAS, this amended site plan is to replace 33 existing tent sites with the proposed
construction of 20 seasonal cabins at 504 sq. ft. each and.a 600 sq.ft. pavilion as part of
an existing campground on 23.32 acres in the RR Zoning District,Greenport; and
WHEREAS, on December-20,"201. 9 and January.9, 202.0, Eileen Wingate,,"authorized
agent, submitted an AmendedSitePlan Application.for review;..and
WHEREAS, on February 5, 2020 and February 7, 2020, Eileen Wingate, autforized agent,
submitted an.Amended Site Plan Application fee and other information for review; and
WHEREAS, on February 10, 2020 the Southold Town.P.lannin,g'Board determined"the
application as complete for review;..and,.
WHEREAS, on February 10, 2020, the Planning Board, pursuant to State Environmental
Quality Review Adt (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 Acti"on, nor does it
meet any of the criteria on the.Type II 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
f� 7b
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NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
1 }���Ae��'�006��17f �Y, Q1TC.`1
www.det,rry.gov
Decerinber 1.2,-2.019
_Eastern.Long,.Island Kampground`
Sedr�•II� ..
:`Gre report;:lV-Y'1`1$44
RE; Delineation of a portion of the wetlands adjacent to your property,:Eastern Long .
�slaaad I'Catx aground§(SCTM# 1000-40-3-6)
Dear Mr. Magnuson,
TI1e L?apartrnent;pf Environmental Conservation implements Articte:-24, which.is the '
Fresh Water Wetland:Act, Under Article 24;the Departmenttas 1ur1s60bn over
wetadd 10ft etlen an ulatedfresh .Iandward of,those.w y actWfieswt
w t rec o asbt� :
Conducting these aCtivit ,s without the Io►enefit of a l f f the t Is a
violation of Article 4 of the Env ronrrtientaI C onservation .Law CECL)and 6NYC RR-Pa
rt
3- the.regul'ations.pr' lgatetl finder Article:24). Activ-itias greater than 1:00 f®e�t
from`NY,Stata reoutated freshwater wetlands would not require an Artidie 74
w:parm't fromthis.Dgparfinent.:
L.
'1
C awl :1 , Oi ' ,#fo ' ul' u x�f Ev :ri vest '
for the purposes of dermafmn'the wetland.boundary for a,proposed protect trt the
southeast corner of tie pr+pperty The.management of tare 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 of the proposed protect No other wetlands on or adjacent
corner.
To the.east of the project, sWfound the regulated freshwater wetlands.to be�greater
than 200 feet from the property line. As such, staff did"not bother to place any flags'to
denwcate the boundary.
k` �F �rierfro�rn�tat
Cons�rlSttEsan
Ttne stY a wiay eo ate ztaa� °: ie
6M be
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 f lags at-th&points vyhere that small-. .
p+�cet es.clses . ol ��hr m .
wetla 'tc�' : 6 ;a =f :tw: weed 'was moire:
:--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.
"tat
Agaln;.act vit es great®r than 100109006. m.regulated.wetlands do not.require :.
Article 24:permits from this Department:The.wetlands come closest#o the:projectan
the.southwestern portion of the project and:ma come close to 100 feet from the
Y
property;:line You should.hatae !!ofi t wetlenat sucveyi~d and places err a site
plan foF the project fo confirm the distances esttmoted in the f eid, For the$mall
J :bdss �titr
s agree
and fheTe#ore any regulate f activity would ba evert farther from the wetland, On any site
plan for,the project.you should show a:Lirrtit of Clearing,:Grading and Ground
Disturbance line That is a work.brie,.in that no work of any kind would take place.
beyond#hat Hte if that leiie is t04)feetor greater from all.of the vretland flags}�au.wcauld
ripe need an Arbele 24 perrnit frorri this Department..
Sincerel .
Darr Lewis
osufl:ot,r ° . d IN DEPARTMENT- Electrical Inspector 1
TOWN OF SOUTHOLD
DEC 1 1 2GT-,bwn I Annex- 54375 Main Road - PO Box 1179
i a Southold, New York 11971-0959
p! L111d€ng Dera?'b-0J,tlephone (631) 765-1802 - FAX (631) 765-9502
Tovrrl °i`cia sha-southoldtownny.aov — seanda-southoldtownny.aov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 11-Dec 2023
Company Name: .Woodhollow Contracting, Corp
Electrician's Name: Nicholas,Gasparo
License No.: ME-60139 Elec. email: cshcherbelis@woodhollowdesigns.com
Elec. Phone No: 516-827-5916 1 request an email copy of Certificate of Compliance
Elec. Address.: 103 School St Lindenshurst NY 11757
JOB SITE INFORMATION (All Information Required)
' Name: HNF Resorts LI/Eastern Long Island Kampground
CG't�JlF ro ,
Address: 64500 County Rd 48 Greenport, NY 11944
Cross Street:
Phone No.:
Bldg.Permit#: _O_ _ ___ email: sean@magnuson.one
Tax Map District: 1000 Section: q-07 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 ENO ❑Rough In ❑ Final
Do you need a Temp Certificate?: ❑ . YES ❑ NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underg round❑Overhead
# Underground Laterals 1 2 ,H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
41(40'04
P.#16771`1 1
. 1
s PERMITIM -AOOr 0$.: HNF Resorts LI LLC
Eastern Long Island Kampground
-SWIfth, 9 64500 CR 481690 Queen St
Greenpon, NY 11944
Outlets
3 1
Tax Map ID: 1000-40-03-05
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J FAIN
\ x Scale: 1"=20'-o
��� o N Condon Engineering, P.C. Eastern Long Island
cftN t,NK � _� Drawn by:JJC 1755 Sigsbee Road
x /p LO Mattituck,New York11952 Camp Grounds SP-�
Q 'O O Date:3-13-2021 (631)298-1966 690 Queen Street
+L. O 0 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.
Water L+ne(s)MUST Be Inspected By
The
Su€folk County Dept. Of Health Services;
.Call 852-5754, 48 Hours In Advance
To Schedule Inspec�ion(s).
E.NGINEER'S CERTIFICATION P.1E .QUIRI~D.
SUBMIT P.E..OR P.A. CERTIFICATION
FOR INSTALLATION AND.CONSTRUCTIO
fl MOF; �A
FOR FINAL AP ROYAL
R ;
r�
cd
p
16' �
s APR 0 2- 2021
M . a A b
.-a
M (�iryvY �T.
0
a � 4/2/2021 SCDHS COMMENTS
315/2021.11CAEIN REVISIONS
; 10/21/2020-SCOH&COMIk'
a� 9128,1202010WN:.COMMENTS
. 7/22/2020REV BLDGS
> d V 'J 6/22/2020:SCDHS`COfU1N1ENTS
14
w pp i
.r b b � ' N 618/2020 SCDHSC0MMEIV7'S.;
pq�32 � .� .5/26/2020.'0bHS:COMMENTS_
o � .►,�2 1 ft REVISIONS.
� co
OF NEy,r
c� �(JSE-P
HEALTH DEPARTMENT APPROVAL STAMP
0192 /��\
S.C.T.M.: DIST. 1.000 SEC.40 BLK. 03 LOT. 05 A��FESSION��"�
radon Engineering, P.C. EASTERN LONG IS
1755 Sigsbee Road KAMPGROUND
690 QUEEN STREET of
Mattituck, New York 11952 GREENPORT, NY 11944
(631)298-1986 (631)298-2651 fax
wwvu.condonengineering.com" OVERALL SANITARY PLAN
SUBJECT
PREMISES
KEY MAP
SCALF t'=soo'
S
F; nra 1 e/3
SHEET 1 OF 2
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
APPROVAL OF CONSTRUCTED WORKS
DATE 7/23/25 _ H S. Ref. No, C-20-0055
The ses✓age disposal and water supply facilities
at this location have been inspected andlor
oertilied by this department or other agences
and found to be satisfactory
-� 3O9THAN PAL PE-CHIEF ^�
OFFICE OF %JVASTEUIIAFER MANAGEMENT
COMcheck Software Version 4.1.5.1 ?
Envelope Compliance Certific ' s
Project Information
Energy Code: 90.1.(2016)'Standard Project Title: Eastern Cong Island Carripground-2 Bedroorrf Cabin
Location: , Green;' Ptew.york
Climate Zone::., .4`a
Project Type: New Cohstruction
..
Vertical.Gla2ing/Wall Area: 10%:
Performance Sim..Specs EfiergyPhs 81 OA09(EPWs USA.CT_,,Bridgeport-Siko.rsky.Mem.AP.725040 TMY3.epw)
Construction.Site: Owner/Agent Designer/Contractor
69;0 Qu en Street A:_. Eastern Island•Cam :ground
Qn9 p John.
hn).Condon, P E:•.
- Condon Engineering, PC
1755 Sigsbee Road
Mattituck, NY-11952
631-298-1986_
Building Area Floor Area.
1-Motel.: Residential- 499
Envelope Assernblies ,
Assembly. . Gross Area Cavity . <Cont. Proposed Bud..get 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 0.03,3
NORTH
Exterior Wall 3:Wood-Framed, W cr.c:;[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,Pert Specs.:Product ID CXW14, 10 - — 0:260 0.310
SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b)
EAST -
Exterior Wall 2:Wood-Framed,16"o.c.,[Bldg.Use 1-Motel] 224 21.0 0.0 0.062 0.064
Window 3:Wood Frame:Operable,Perf.Specs.:Product ID CW13, 5 — 0,260 0.31.0
SHGC 0:34�VT 0:57,.[Bldg.-Use 4-=-Moteg4b}
Window 4:Wood Frame:Operable,Pert.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 1Motel](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 0334,VT 0.57,[Bldg.Use 1-Motel](b)
.Window 1 copy 2:Wood Frame:Operable,Perf.Specs.:Product ID 10 — — 0.260 0.310
CXW14,SHGC 0.34,VT 0.57,[Bldg.Use 1-Motel](b)
Door 1:Wood,Swinging,[Bldg.Use 1-Motel] 2 — — 0.300 0.370
Project Title: Eastern Long Island Campground-2°13edroom 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-Val.ue R-Value U-Factor Factor(.)
Perimeter
!WEST
Exterior Wall 4:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Motel] 224 21.0 0.0 0.062 0.064
Window 7:Wood.Frame:Operable,Perf.Specs.:Product ID CW13, 5 — — 0.260 0.310
j% SHGC 0.34,VT 0.'57,[Bldg.Use 1-Motel](b)
(a)Budget U-factors are used for software baseline;calculations ONLY,and are not code requirements.
(b)Fenestration product performance mustibe,certified:in accordance with-NFRC and requires supporting.documentation.
e ode
Envelope Compliance Statement `
Corripliance,Statem.ent. The proposed envelope design;represented.in this document is.consistent with the.building plans,specifications,and'other calculations sUtiriii 8 with this permit'apphcation: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:=:Ttle Date
t
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 #6
Fire Sprinkler Reports
for
Eastern Long Island Campgrqund,,
690 Queen Street
Greenpo New York
OF NEtyr
J�Cp���oO,'�
APPROVED AS NOTED
DATE:Z/Z.36(/B.P.#
FEE -3ft BY: Prepared By:
NOTIFY FIRE MARSHAL AT 631-765-1802 John Condon
FOR THE FOLLOWING INSPECTIONS: Condon Engineering,P.C.
1. ROUGH INSPECTION 1755 Sigsbee Road
2. COMPLIANCE TESTING Mattituck,New York
3. FINAL INSPECTION 631-298-1986
ALL WORK SHALL COMPLY WITH NYS January31,2024
CODES AND APPLICABLE NFPA
STANDARDS
Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc.
1t
Condon Engineering � _ e"i
43 Cabin#6
Mattituck, NY 11952 s�1i1;'ti Pa e 2
General Project Data Report.
General Data
Project Title: Cabin#6 Project File Name: Cabin 6 Revised..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
r
Building Name: Cabin#6 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 ftz Maximum Area Per Sprinkler: 144 fta
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: 91.63 gpm Calculated Inflow Residual Pressure: 58.32 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/ft,
Maximum Water Velocity: 20.00 ft/s Maximum Frictional Loss/ 100 feet: 20.00 psi
Number Of Active Nodes: 27
Number Of Active Pipes: 26 Number Of Inactive Pipes: 0
Number Of Active Sprinklers: 6 Number Of Inactive Sprinklers: 0
C:\...\Cabin 6 Revised.fiw Wednesday, January 31, 2024, 12:51 PM
Fire-Fire Sprinkler Hydraulics Calculation Program �� 'Elite Software Development,Inc.
Condon Engineering Cabin#6
Mattituck, NY 11952 f Page 3
Fire.Sprinkler Input Data
Node Input Data
Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler
Node Node Description Branch Dia. KFactor(K) Estimate(psi) Branch Non- Flow(gpm)
No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk
(ft) Fittings (ft) KFactor(K)
1 Sprinkler A 5.60 7.83 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 7.46 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 ---- NIA 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 8.22 11.00 0.00
---- 0.000 0.0 ---- 0.0 0.00
12 No Discharge ---- N/A 9.20 11.00 0.00
---- 0.000 0.0 ---- 0.0 0.00
13 No Discharge ---- N/A 17.29 -4.00 0.00
---- 0.000 0.0 ---- 0.0 0.00
14 No Discharge ---- N/A 23.20 -4.00 0.00
---- 0.000 0.0 --- 0.0 0.00
15 No Discharge --- N/A 28.00 -4.00 0.00
---- 0.000 0.0 ---- 0.0 0.00
16 No Discharge , ---- N/A 26.44 .2.00 0.00
---- 0.000 0.0 ---- 0.0 0.00
C:\...\Cabin 6 Revised.fiw Wednesday, January 31, 2024, 12:51 PM
Fire-Fire Sprinkler Hydraulics Calculation Program; �.F . .� Elite Software Development,Inc.
Condon Engineering f ' z Cabin#6
- Mattituck,-NY 11952 Page 4
f, ire Sprinkler Input Data
:Node Input.Data (conVd)
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)
17 No Discharge ---- N/A 32.45 ' 2.00 0.00
--- 0.000 0.0 --- 0.0 0.00
18 No Discharge ---- N/A 36.17 -4.00 0.00
--- 0.000 0.0 -- 0.0 0.00
20 No Discharge --- N/A 36.98 -4.00 0.00
--- 0.000 0.0 ---- 0.0 0.00
30 No Discharge ---- N/A 39.18 -4.00 0.00
---- 0.000 0.0 ---- 0.0 0.00
31 No Discharge --- N/A 40.46 -4.00 0.00
---- 0.000 0.0 ---- 0.0 0.00
32 No Discharge ---- N/A 40.88 -4.00 0.00
--- 0.000 0.0 ---- 0.0 0.00
33 No Discharge ---- N/A 44.97 -4.00 0.00
--- 0.000 0.0 ---- 0.0 0.00
35 No Discharge ---- N/A 46.27 -4.00 0.00
--- 0.000 0.0 ---- 0.0 0.00
36 No Discharge ---- N/A 49.27 -4.00 0.00
---- 0.000 0.0 ---- 0.0 0.00
37 No Discharge ---- N/A 58.01 -4.00 0.00
--- 0.000 0.0 ---- 0.0 0.00
40 No Discharge ---- N/A 58.32 -4.00 0.00
---- 0.000 0.0 ---- 0.0 0.00
C:\...\Cabin 6 Revised.fiw Wednesday, January 31, 2024, 12:51 PM
Condon En ineenn Hydraulics Calculation Program f Elite_Software Development,Inc:Fire,Fire Sprmkler
9 g Cabin#6
Mattiftj&,-NY-f l952' r.tiYY. Pages
Fire Sprinkler Input Data
P pe,I np�luAt ,D„,�ata
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 4.00 5.00 9.00 150
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 T 5.00 5.00 10.00 150
11 10 BLAZEMASTER CPVC 2.000 0 T 7.50 10.00 17.50 150
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 BLAZEMASTER CPVC 2.000 0 E 2.50 11.00 13.50 150
12 13 BLAZEMASTER CPVC 2.000 0 E 15.00 11.00 26.00 150
13 14 SCHED 40 STEEL BLK 2.500 0 T 167.00 8.50 175.50 120
14 15 SCHED 40 STEEL BLK 2.500 0 T 134.00 8.50 142.50 120
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 3.00 7.10 10.10 120
20 30 SCHED 40 STEEL BLK 4.000 0 2L 700.00 8.40 708.40 120
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 3.000 Loss
36 37 SCHED 40 STEEL BLK 2.000 0 2L 105.00 4.20 109.20 120
CA...\Cabin 6 Revised.fiw Wednesday, January 31, 2024, 12:51 PM
Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc.
Condon Engineering f i S`3 Cabin#6
Mattituck, NY 11952 Page 6
Fire Sprinkler Input Data
PipeInput Data=(cont•d) , ,°,
Nominal Nominal Fitting Total CFactor
Node Node Group Data
Beg. End. Pipe Description Diameter Type Fitting Length Length Length (gpm/inch-
(inch) (feet) (feet) (feet) psi)
37 40 SCHED 40 STEEL BLK 6.000 0 T 712.00 21.40 733.40 120
CA...\Cabin 6 Revised.fiw Wednesday, January 31, 2024, 12:51 PM
Fire-Fire Sprinkler Hydraulics Calculation Program '`^i Elite Software Development,Inc.
- . Condon Engineering /i_ � Cabin#6
Mattituck,NY'11952 i .4�f11. Page 7
Fire'Sprinkler Output Data
x rti.:yC y dam.w ma+s .4 �� z i ux agwi hX n R
O{ue,rallNodeGro4u ,:ngsO�ut ut�Data k.�. p _..
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 -15.67 15.67 0.00 0.00 7.83
2 11 0 -15.58 15.58 0.00 0.00 7.74 0.00014
3 9 0 -15.44 15.44 0.00 0.00 7.60 0.00014
4 8 0 -15.29 15.29 0.00 0.00 7.46 0.00013
5 7 0 -14.83 14.83 0.00 0.00 7.02 0.00009
6 7 0 -14.82 14.82 0.00 0.00 7.00 0.00011
7 5 0 14.83 0.00 0.00 0.00 7.86 -0.00010
7 6 0 14.82
7 8 0 -29.65
8 4 0 15.29 0.00 0.00 0.00 7.87 0.00000
8 7 0 29.65
8 9 0 -44.94
9 3 0 15.44 0.00 0.00 0.00 7.92 0.00000
9 8 0 44.94 .
9 10 0 -60.39
10 9 0 60.39 0.00 0.00 0.00 8.36 0.00000
10 11 0 31.25
10 12 0 -91.63
11 1 0 15.67 0.00 0.00 0.00 8.22 0.00000
11 2 0 15.58
11 10 0 -31.25
12 10 0 91.63 0.00 0.00 0.00 9.20 0.00000
12 13 0 -91.63
13 12 0 91.63 0.00 0.00 0.00 17.29 0.00000
13 14 0 -91.63
14 13 0 91.63 0.00 0.00 0.00 23.20 0.00000
14 15 0 -91.63
15 14 0 91.63 0.00 0.00 0.00 28.00 0.00000
15 16 0 -91.63
16 15 0 91.63 0.00 0.00 0.00 26.44 -0.04037
16 17 0 -91.67
17 16 0 91.67 0.00 0.00 0.00 32.45 0.04037
17 18 0 -91.63
C:\...\Cabin 6 Revised.fiw Wednesday, January 31, 2024, 12:51 PM
Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc.
Condon Engineering 43 Cabin#6
Mattituck, NY 11952 Page S
Fire Sprinkler Output Data
,,Overall"�Node iG""roupings;;,O,utp:ut 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)
18 17 0 91.63 0.00 0.00 0.00 36.17 0.00000
18 20 0 -91.63
20 18 0 91.63 0.00 0.00 0.00 36.98 0.00000
20 30 0 -91.63
30 20 0 91.63 0.00 0.00 0.00 39.18 0.00000
30 31 0 -91.63
31 30 0 91.63 0.00 0.00 0.00 40.46 0.00000
31 32 0 -91.63
32 31 0 91.63 0.00 0.00 0.00 40.88 0.00000
32 33 0 -91.63
33 32 0 91.63 0.00 0.00 0.00 44.97 0.00000
33 35 0 -91.63
35 33 0 91.63 0,00 0.00 0.00 46.27 0.04037
35 36 0 -91.67
36 35 0 91.67 0.00 0.00 0.00 49.27 0.04037
36 37 0 -91.63
37 36 0 91.63 0.00 0.00 0.00 58.01 0.00000
37 40 0 -91.63
40 37 0 91.63 0.00 0.00 -91.63 58.32
CA...\Cabin 6 Revised.fiw Wednesday, January 31, 2024, 12:51 PM
Fire Fire Sprinkler Hydraulics Calculation Program 1 Elite Software Development,Inc.
Condon Engineering It Cabin#6
Mattituck; NY 11952 r, �` Page 9
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 WPM) (psi/ft) Fit-Len.
End. KFactor Discharge Pressure Inside Dia. PE-(psi)
Node (K) (feet) WPM) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi)
(fps) Type-Grp (ft)
5 5.60 11.00 14.83 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 0.000
BLAZEMASTER CPVC 150 4.99 0 22.00 0.860
4 5.60 11.00 15.29 7.46 1.00 15.29 0.04143 5.00 0.414
8 0.00 11.00 0.00 7.87 1.101 15.29 T 5.00 0.0.00
BLAZEMASTER CPVC 150 5,15 0 10.00 0.414
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 0.01651 3.00 0.050
9 0.00 11.00 0.00 7.92 2.003 44.94 -- 0.00 0.000
BLAZEMASTER CPVC 150 4.58 0 3.00 0.050
9 0.00 11.00 0.00 7.92 2.00 0.00 0.02852 5.50 0.442
10 0.00 11.00 0.00 8.36 2.003 60.39 T 10.00 0.000
BLAZEMASTER CPVC 150 6.15 0 15.50 0.442
11 0.00 11.00 0.00 8.22 2.00 0.00 0.00843 7.50 0.148
10 0.00 11.00 0.00 8.36 2.003 31.25 T 10.00 0.000
BLAZEMASTER CPVC 150 3.18 0 17.50 0.148
1 5.60 11.00 15.67 7.83 1.00 15.67 0.04332 4.00 0.390
11 0.00 11.00 0.00 8.22 1.101 15.67 T 5.00 0.000
BLAZEMASTER CPVC 150 5.28 0 9.00 0.390
2 5.60 11.00 15.58 7.74 1.00 15.58 0.04290 6.00 0.472
11 0.00 11.00 0.00 8.22 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 0.06170 2.50 0.833
12 0.00 11.00 0.00 9.20 2.003 91.63 E 11.00 0.000
BLAZEMASTER CPVC 150 9.33 0 13.50 0.833
12 0.00 11.00 0.00 9.20 2.00 0.00 0.06170 15.00 1.604
13 0.00 -4.00 0.00 17.29 2.003 91.63 E 11.00 6.495
BLAZEMASTER CPVC 150 9.33 0 26.00 8.099
CA...\Cabin 6 Revised.fiw Wednesday, January 31, 2024, 12:51 PM
Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc..
Condon Engineering 4 ``,.
, g g _�., Cabin#6
Mattituck,NY 11952 Page 10
Fire. Sprinkler Output Data
Overall Pipe Output Data (cont'd)
Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi)
Elevation Q WPM) (psi/ft) Fit-Len.
End. KFactor Discharge Pressure Inside Dia. PE-(psi)
Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len, PT-(psi)
(fps) Type-Grp (ft)
13 0.00 -4.00 0.00 17.29 2.50 0.00 0.03366 167.00 5.908
14 0.00 -4.00 0.00 23.20' 2.469 91.63 T 8.50 0.000
SCHED 40 STEEL BLK 120 6.14 0 175.50 5.908
14 0.00 -4.00 0.00 23.20 2.50 0.00 0.03366 134.00 4.797
15 0.00 -4.00 0.00 28.00 2.469 91.63 T 8.50 0.000
SCHED 40 STEEL BLK 120 6.14 0 142.60 4.797
15 0.00 -4.00 0.00 28.00 2.00 0.00 0.07999 6.00 1.040
16 0.00 2.00 0.00 26.44 2.067 91.63 2E 7.00 -2.598
SCHED 40 STEEL BLK 120 8.76 0 13.00 -1.558
16 Backflo 2.00 26.44 91.67
Prev
17 6.00 psi 2.00 32.45
17 0.00 2,00 0.00 32.45 2.00 0.00 0.07999 7.00 1.120
18 0.00 -4.00 0.00 36.17 2.067 91.63 2E 7.00 2.598
SCHED 40 STEEL BLK 120 8.76 0 14.00 3.718
18 0.00 -4.00 0.00 36.17 2.00 0.00 0.07999 3.00 0.808
20 0.00 -4.00 0.00 36.98 2.067 91.63 T 7.10 0.000
SCHED 40 STEEL BLK 120 8.76 0 10.10 0.808
20 0.00 -4.00 0.00 36.98 4.00 0.00 0.00311 700.00 2.204
30 0.00 -4.00 0.00 39.18 4.026 91.63 2L 8.40 0.000
SCHED 40 STEEL BLK 120 2.31 0 708.40 2.204
30 0.00 -4.00 0.00 39.18 4.00 0.00 .0.00311 400.00 1.280
31 0.00 -4.00 0.00 40.46 4.026 91.63 EL 11.30 0.000
SCHED 40 STEEL BLK 120 2.31 0 411.30 1.280
31 0.00 -4.00 0.00 40,46 4.00 0.00 0.00311 120.00 0.418
32 0.00 -4.00 0.00 40.88 4.026 91.63 T 14.20 0.000
SCHED 40 STEEL BLK 120 2.31 0 134.20 0.418
32 0.00 -4.00 0.00 40.88 3.00 0.00 0.01169 332.00 4.087
33 0.00 -4.00 0.00 44.97 3.068 91.63 2LT 17.70 0.000
SCHED 40 STEEL BLK 120 3.98 0 349.70 4.087
33 0.00 -4.00 0.00 44.97 3.00 0.00 0.01169 111.00 1.297
35 0.00 -4.00 0.00 46.27 3.068 91.63 ---- 0.00 0.000
SCHED 40 STEEL BLK 120 3.98 0 111.00 1.297
CA...\Cabin 6 Revised.fiw Wednesday, January 31, 2024, 12:51 PM
Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc.
• Condon Engineering /J! Cabin#6
Maftituck, NY 11952 1.wlw.' , Page 11
'Fire Sprinkler Output Data
Overall Pipe Output Data (cont'd)
Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi)
Elevation Q (gpm) (psi/ft) Fit-Len.
End. KFactor Discharge Pressure Inside Dia. PE-(psi)
Node (K) (feet) WPM) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi)
(fps) Type-Grp (ft)
35 Backflo -4.00 46.27 91.67
Prev
36 3.00 psi -4.00 49.27
36 0.00 -4.00 0.00 49.27 2.00 0.00 0.07999 105.00 8.734
37 0.00 -4.00 0.00 58.01 2.067 91.63 2L 4.20 0.000
SCHED 40 STEEL BLK 120 8.76 0 109.20 8.734
37 0.00 -4.00 0.00 58.01 6.00 0.00 0.00042 712.00 0.310
40 0.00 -4.00 0.00 58.32 6.065 91.63 T 21.40 0.000
SCHED 40 STEEL BLK 120 1.02 0 733.40 0.310
CA...\Cabin 6 Revised.fiw Wednesday, January 31, 2024, 12:51 PM
Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,•Inc.
Condon Engineering rf ! 4Y
g� g 3 Cabin#6
Mattituck, NY 11952 r r Page 12
Fire Sprinkler Output Data
Overall Sprinkler Output Data
Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler
Sprinkler Elevation Pressure 2 Density Discharge
Node No. Code KFactor(K) (feet) (psi) (ft) (gpm/ftz) (gpm)
1 A 5.60 11.00 7.83 144.00 0.109 15.67
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 7.46 144.00 0.106 15.29
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 91.63
Totals For All Groups 864.00 0.106 91.63
C:\...\Cabin 6 Revised.fiw Wednesday, January 31, 2024, 12:51 PM
Fire,-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc.
Condon Engineering �`!'t '�- Cabin#6
Maftituck,NY-11952 rY►.', Page 13
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: 0.636 gpm/ft2
Application Average Area Per Sprinkler: 24.00 ft2
Sprinkler Flow: 91.63 gpm
Average Sprinkler Flow: 15.27 gpm
Flow Velocity And Imbalance Summary
Maximum Flow Velocity( In Pipe 10- 12) 9.33 ft/sec
Maximum Velocity Pressure(In Pipe 10- 12 ) 0.59 psi
Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi
Actual Maximum Nodal Pressure Imbalance: 0.0069 psi
Actual Average Nodal Pressure Imbalance: 0.0021 psi
Actual Maximum Nodal Flow Imbalance: 0,0404 -gpm
Actual Average Nodal Flow Imbalance: 0.0060 gpm
Overall Network Summary
Number Of Unique Pipe Sections: 26
Number Of Flowing Sprinklers: 6
Pipe System Water Volume: 2149.01 gal
Sprinkler Flow: 91.63 gpm
Non-Sprinkler Flow: 0.00 gpm
Minimum Required Residual Pressure At System Inflow 58.32 psi
Node:
Demand Flow At System Inflow Node: 91.63 gpm
C:\...\Cabin 6 Revised.fiw Wednesday, January 31, 2024, 12:51 PM
f
F
Fire-Fire Sprinkler Hydraulics Calculation Program . . Elite Software Development,,Inc.
Condon Engineering I '� Cabin it6
Mattituck, NY 1.1952 +,tile►►_'• Page 14
Fire Sprinkler Output Data
r`..., -„',,.au L': ...tii t .,: r�µ.w ?i`�' =f`TS1IM,�ts
Hydralulic %Supply/DemandGraph,� µ � xs � �ya },
�� arty.. ? �4 ". ti .. w� °k« 1 �11Wz.
100
90
80
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70
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Q
60
� 52
CO) 50
42
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D_
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: 58.32 psi
Calculated Flow Rate: 91.63 gpm
Excess Available Residual Pressure At Calculated Flow: 7.61 psi
Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 15.50 psi
C:\...\Cabin 6 Revised.fiw Wednesday, January 31, 2024, 12:51 PM