HomeMy WebLinkAbout51422-Z TOWN OF SOUTHOLD
' BUILDING DEPARTMENT
" TOWN CLERK'S OFFICE
WWI
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#: 51422 Date: 12/02/2024
Permission is hereby granted to:
Speonk Land Dev LLC
51020 Main Rd
Southold, NY 11971
To:
construct accessory in-ground swimming pool as applied for. Pool equipment must be located in the
rear yard with a minimum setback of 5'from lot lines.
Premises Located at:
520 Zena Rd, Mattituck, NY 11952
SCTM# 106.-2-43.2
Pursuant to application dated 10/03/2024 and approved by the Building Inspector,
To expire on 12/02/2026.
Contractors:
Required Inspections:
Fees:
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00
CO Swimming Pool $100.00
Total 1400,00
r '
ing Inspector
a� FrJT P,
"w. TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
k Telephone (631) 765-1802 Fax (631) 765-9502 htt s://www.southoldtownrtX o
Date Received
APPLICATION FOR BUILDING PERMIT � °
For Office Use Only
511 1
PERMIT NO. c�L Building inspecton"-
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
a
OCT
Date: January 17, 2024
OWNER(S)OF PROPERTY: BUTI'Mur.rag
Name: Speonk Land Devlopment LLC SCTM#1000-106.00-0 .00-04 1> ?4
Project Address:520 Zena Rd, Mattituck, NY, 11952
Phone#:631-512-4522 Email:monumentalproperty@yahoo.com
Mailing Address:3080 Route 112 Suite B, Medford NY,11763
CONTACT PERSON:
Name:Christopher F. Dwyer
Mailing Address:437 South Country Road, Brookhaven, NY 11719
Phone#:631-286-8668 Email:cdwyer@lkma.com
DESIGN PROFESSIONAL INFORMATION:
Name:Robert A. Steele, P.E., President, L.K. McLean Associates, P.C.
Mailing Address:437 South Country Road, Brookhaven, NY 11719
Phone#:631-286-8668 Email:rsteele@lkma.com
CONTRACTOR INFORMATION:
Name:Oasis at Mattituck Corp.
Mailing Address: 3080 Route 112 Suite C Medford NY 11763
Phone#:631-767-4807 Email:peter@modernagehomebuilding.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
DOther Construction of in-ground pool $30,000
Will the lot be re-graded? 1Yes El No Will excess fill be removed from premises? WYes ONO
1
A PROPERTY INFORMATION
Existing use of property:Vacant Intended use of property:Single Family Residence
Zone or use district in which premises is situated„ Are there any covenants and restrictions with respect to
AC this property? QYes @No IF YES, PROVIDE A COPY.
IiQ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name):Christopher F. Dwyer RAuthorized Agent ❑Owner
Signature of Applicant: 'er Date: /— /(— ZLI
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk
Christopher F. Dwyer being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the
Agent
(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
17 day of January 2024CHRI Tf�fclPWiE �
NOTARY PUBLIC,State Of New yo'X Mary Publirc
No.tflWI6210359,Suffolk COO � �l .
Commission Expires August
t�WiE AND
OT " �I drxo. Stare Ot New York
ROPER Y OWNER AUTHORI��T� � ufrolk,County
r�r«day �rrl t r rp� s August 17`
(Where the applicant is not the owner)
�.�.
I, it residing at
&PIZ! i +/'/ " do hereby authorize Christopher F. Dwyer (LKMA)to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Christopher F. Dwyer
Print Owner's Name
2
LAND
OFN/FALEXAN y' �y Q ,,.irON1' 0� NOTES LDATND
SET IP N 81'32'47�ACANT�PUB�LIC 133.59' M 4sw' , O� D RAW F GA€n 1^ ASEAFMINIIMUUM. TEMPORARY cOrmaDL MEASURES SHALL BE CONSIDERED EXISTIPROPOSED
� VACANT e IA ITIIk�F�. Iry4,Wllila
NOSNRAIN J yi,„� 1 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES W/4 BEDROOMS
IN I81I',7P'�I
„µ.""' "'•' SHOWN,THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL PVke�
J ._„m,„„„„ ry,„,„„, .✓'„,„,,..„„IT '� DUMEASURES
R NG ETHE COURSE SE OF THE NECESSARCONSTRUCTION BY THE ENGINEER PRIOR TO AND/OR SITE T#: A• 1000-106.00-02.00-043.002
ALL SEDIMENT GO
OL DEVICES AS
NDICA
ON THE
S SHALL
SITE AREA
�I 'tlCY / 10'PRIMARY SC,7fktCK .-- '� 3. INSTALLED
ER.THE CONTRACTORTDIUR SG ANYI OIL AS ERECTED NT CONY OR LS BE GENERAL ISTINOG NOTES
WATER WITHIN 100' 0.317 ACRE ` ,pY)kI"NNh A
`a9�"n 7 rIVNw°I6Tdh'IY4N
DW7 9 m... , r AND REMOVE COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS
DIRECTED BY THE ENGINEER.COLLECTED MATERIAL SHALL BE DISPOSED 2. NO PRNATE WATER WELLS ARE LOCATED WITHIN 150'OF THE PROPOSED SANITARY SYSTEM.NO 'N Y
^CTED BY THE PUBUC WATER WELLS ARE WITHIN 200'OF THE PROPOSED SANITARY SYSTEM
•✓ '' \/ •'a OF PROPERLY TO AN OFF-SITE LOCATION AS DIRE
/ ypP p0 V7 ... 4. NO C4MdSkRUC"GON.ANDfOR GROUD OTS'GJNBANOk'MA 3. NO DRAINAGE SANITARY
SYSTEM
WITHIN SIG ED SANITARY TOTAL
OF
/ ENGINEER.
[ �"€TOe ".... l6'%3`""" ✓m ,. Y OCCUR UINRL 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4..D€D,HVkDAGS�.
'"^• +T » a�A0 i P ALL 9F4MMEMT iA5NTG00..MkA'SWZES DEPICTED AR'.€.IN PLACE,AND
APPROVED BY THE
S.
ARE IN ACCORDANCE
P• '.." w o O 5. STA131UZED
SITE CONSTRUCTION
RUUPON�CO�NC ON SHALL REMAIN FOR THC DURA71ON 2.BANGS SHOOWN HERE NEW ON REFERENCE TA NAB COORDINATE SYSTEM.LONG ISLAND ZONE.,yYlkEp„I)rlY�l�"
ۥ ,
VID
PROPOSED G. ti^� � }' n 4
0bY5TRIACR¢#d,,, ,; "` A• 4. UNWIITHOIRRED ALTLRAWIONI OR ADINTION TO A SURVEY MAP BEARING A LICENSED LAND*aURVR`dTdARS
BDNr
5. ONLY is
FROMNTOF ORIGINAL OF THIS THIS SURVEY MARKED WffHNUN YORK AN ORIGINAL STAVE
OF THE LAND W
T.
'f SURVEYOR'S"EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES.
6.
+!'. f�-°'—' ••• I L' Roman ALLOWED:
207I(2,765 SF) SURVEYOR'S
INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH I /l
y Ji I ., Nay _ THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE LV CATION MAP„
1Y ,ap I I I PROPOSED: ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.SAID CERTIFICATIONS SHALL RUN ONLY TO THE N.T.S.
O / PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,
LO PM512 T /' GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE
"a _ .M- GARAGE', 6I T S'SF IV/ LENDING INSTfUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR
�✓ �.�^ p - e N1OU'".ti6' 1,570 5F RIGHTSBSEQUENTOF- OWNERS.
IIIYYY Aa S
Y.
7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED.
NigCAIL R 2.7'A4rS SF B. THE SURVEY CLOSES MATHEMATICALLY.
€ "' spy Oo�
PROPOSED SILT {'Ary_ _ •"" ��„ 4 f
FENCE(M} f' ^r"" enm umuwxAR+d
3.6.V ....� A.
5Dd 0
4 09
r.s Z-211 1e I a 7:
t
X S Dale:Gam
EL 97.6
�a.rr �g,•gJ^ ^* ` e•T11CON CONCRETE lll1 CRIME
EL 94 .
E� *URYACE 781 .6 "'_--___
3'
195—
Sa1 eaNCREYE
_W
..
9w,..._.„. PAVLMLIN7 mmmcm
_. � I•�Ili Ir AD$�E'RloS' PRY mn A R Nl r,e Qp
s, DD DRIV L"scI(�==�
CAPT TNw. I IfVI� umm= � —
W1.IW
( T m C'S NI'J Sg u IG 6 MS DRNllwc PIPE MR
5 1RENg1 DRNN ONLY.
.y Mp.,,,._._....,y,.. 1l������.„. .qY..... ye
SITE PLAN y 9q(_„ DDow
o
SCALE 1
....... 1110 EL 80.6 17'
SITE PLAN DATA: GLEAN�NDA
GRAVEL FILL
IE'el SPEONK LAND DEVELOPMENT LLC ... _ c .RL%E •:'o.„„^ TEST HOLE
r.� TY 9S�IFAOIiIN'n flX00 OMNP,;,. Wr � BY MCDONALD GEON.TS�CES ON 6/28/22
LIMITS OF GRADING: 13 825 SF 0.317 ACRES FSNc''E " „ O A
520 ZENA RD, MATTITUCK, NY, 11952
1000-106.00-02.00-043.002
SITE AREA: 13,825 SF 0.317 ACRES NpeO pAro �"p
Llp
/ „ WOVEN WIRE e'N7aCE ' Se
...„ ... .„„„.
Db �� � FILTER CL01H
v
o
P PERSPECTIVE VIEW
CALCULATIONSDR V, A"a Y�INB.mD�q,Tk71ro GRODND
Ipy 2 1AMN EtiR'MT ,,.ne n;4wtx C axA
MANNOTC '""d
(N IYPEFMOUS(IsPMT) fi25 SF 10417 CF REQUIRED 1/2 ACU.DRNNME AREA u
G-(6'rs 1G a) 6W'A d�kJk'CLYfs'%a.....AOA.t T / N DETAIL
o Rp " ^"aF+"I AEI r7'7
n .^�a� 1 2 ACRE /SECTION
UNFM FEET
(I)SOG ��
QE( (1)e4lFIG 1 OPXA9 na 0iYE5 Os FPM S 4x F`x ' ^
Y4'Y YWAM' A
10 FENCE DETAILS
D
SECTIO ".'
RA2CRnYDU6 )n0W'S 'N,6dY0 SP H1%E( ) .. ....
J] O^{@ADO 265.67 a REQUIRED F
.LAk.,dl^LR...Q&M..,.'A11dp+rsnm a
U... PRQ�MDE:),9JBR IAACbA'NQ�TiARlAelaM4fir w�R"pO*Pka ,L,, ,, 'A"^fix Y, T�� If�F ADDED LOT COVERAGE CALCULATION CFD
4Y IYPERNOUS(ROOF OARAQE)�620 SF ¢ y _ w...
A!) Cr"D SQOE S2B6GL(DW) - ` T;p,. tic 'fi�r— MF MOVED POOL&ADDED PATIO AS PER CLIENF CFD
.r G,p sp rAp ems_ 6p,. 103W OF REgUIRm LEADER 0 „, ,,..„,,,, 0 i 4/2/24 MF MOVED HOUSE&GARAGE„„AS PER COMMENTS FROM TOWN CFD
'NR2..T2_dX"L' •L—...SIB RA.-„-.J, _
E PAMOCk(1)"LG941 SI^.pkp:RNP.CY a0'uUFmYI .. � -
aA LEGEND (tOKA(A"a A4000 FOR POOL esnc;MAgn) TrvANMON .----" (� � I � DATE BY DESCRIPTION APPROV. BY
/ PROPERTY LINE WfM IIRONBRAS COR OUT
THREADED
f+WC M.. I L PLAN VIEW m,r "•••"• S „••• �J
o —t-t�D— E7R(ISIING CONTOUR NCDt BM4 DR CUT IE IHRFMEO PWO v\ REVISIONS
R 520 ZENA ROAD
.P.CH rIwANCN WtXVA"AInEIt.DO PROPOSED CEN5 I/A TANK
MATTITU�J P1Y_11952
MO PROPOSED DISTRIBUTION/SAMPLING MANHOLE 1RI MIN.
RrvAQD6OPE RDA6 ZENA ROAD, MATTITUCK, NY 11952
F � a 520 Z— _.
L7
E PROPOSED SANITARY CLEAN OUT
l� ,..„ ... 0 1:1 ", =-....... .-"^'�r...„"""'•0„'r'«ww... ..�..m....r iqw wrawe Pwwia.'m
r. 7+� r
6— PROPOSED SANITARY — ^.—. PROPOSED SITE PLAN
Lr O O O p�q�p p+W c6o�
Y, PROPOSED SANITARY
LEACHING
(SOLID COVER �pn���^^yy "r LA'MJT D T COON ^^^^^ ^^^^^ '"""•""^'"
�
N.T.S. A T AE0AML�aT_Q N L. K. McLEAN ASSOCIATES, D.P.C.
,,. ROOF LEADER DOWNFALL ENGINEERING&SURVEYING 437 SOUTH COUNTRY RD.MODICRAVEN.NEW YORK 11719
v — PROPOSED,WAT'R'TI SERVICE DETAIL
w m
TEST HOLE LOCATION NT.S. W=-- ,lo ,..1�Y�N Dee9 d W. MF CFD SCOW AS NOTED Neal
AW maW RPM,
nr
u1 —r-- EX.UNDERGROUND WATER pwvaxay w
DaRn ey MF Gat.: MARCH 2O24
0 t« I•`1
4..Y aYUWhm+W/MM W mte s.RP w.�^cvem —v 0AA ca.uW
m1-RA App By: RAS FIle No. 23098.000
r k g' CCA POOL NOTES: _ I
- PRESSURE
TREATED WOOD 1. POOL AND PROPERTY TO CONFORM TO 2021 IRC&RXg202O UNIFORM
- VINYL LINERam. (MIPL) CODE SUPPLEMENT SECTION R326.
SKIMMER ( .) QUANTITY 2. POOL SHALL CONFORM TO ANSI/&RWJICC 4 STANDARDS R326.3.1.
FILTER PUMP AND LOCATION ®Y POOL 3.500 PSI 3. SECTION R326.7 POOL ALARM REQUIRED.
CONTRACTOR FOAM PADDING. a CONCRETE 4. POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.4.
5. POOL SHALL COMPLY WITH 2021 INTERNATIONAL ENERGY
CONSERVATION CODE( )SECTION R403.10:
POOLS AND PERMANENT SPA ENERGY CONSUMPTION(MANDATORY).
SECTION R403.10.2 HEATERS
\ , REBAR o d. SECTION R403.10.3 TIME SWITCHES i
\ i i TOP-. MIDDLE d �g� SECTION R403.10.4 COVERS
IL
— I BOT 6. REBAR SHALL BE 2"MIN.CLEAR TO EARTH.
e e 7. CONSTRUCTION METHODS AND PRECAUTIONS ARE DICTATED BY
RETURN GROUND AND SOIL CONDITIONS TO BE DETERMINED BY CONTRACTOR.
I 8. LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY
S MMMING POOL /� `4 OTHERS AND SHALL COMPLY WITH ALL LOCAL ZONING REQUIREMENTS.
S.F. 9. ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA
I GRAEME BAKER( O)POOL AND SPA SAFETY ACT.
10. SLOPE PATIO SURFACE 114"PER FOOT AWAY FROM POOL
11. BACKFILL MATERIAL TO BE FREE DRAINING GRANULAR MATERIAL(NO
` CLAY OR LARGE ROCKS).
7i
/ I 12. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE t-LWITH ANSI/APSP-7.
-���G,�� �� DETAIL END.
NO SURCHARGE ALLOWED WITHIN 4'OF SHALLOW END AND 6'OF DEEP
-- - END.
SCALE: 314•" = 1°—O" 14. NO DIVING EQUIPMENT PERMITTED.
3 ^ 15. CONTRACTOR SHALL VERIFY SOIL BEARING LOADS PRIOR TO
aC INSTALLATION OF POOL
�? -- STAIRS SHALL BE OF NOTES:
NOT TO SCALE NON—SUP DESIGN L WALLS SHALL BEAR ON UNDISTURBED SOIL
2.ALL CONCRETE SHALL BE PLACED AS A MONOLITHIC POUR.
8 Max .
CONCRE T E WALL -
_ � SECTION 1 1/2" TO WASTE
j HAIR & LINT STRAINER
PUMP
30 COMPACTED SAND FILTER AUTO SKIMMER
UNDISTURBED EARTH
(TYP.)
Pool
BACK TO
NOT TO SCALE P0OL
S-CHEMATIC PIPING ARRANGEMENT
NOT M SCALE
520 Zena Road
Mattitwk, NY