HomeMy WebLinkAbout52803-Z TOWN OF SOUTHOLD
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BUILDING DEPARTMENT
� 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#: 52803 Date: 03/30/2026
Permission is hereby granted to:
Richard C Ward
PO SOX 388
Marlboro,VT 05344
To
Construct an inground swimming pool accessory to a single-family dwelling as applied for. Pool and
pool equipment must maintain a minimum side and rear yard setback of 15 feet.
Premises Located at:
4006 old North Rd, Southold, NY 11971
SCTM#55.4-5.4
Pursuant to application dated 03/06/2026 and approved by the Building Inspector.
To expire on 03/29/2028.
Contractors:
Required Inspections:
Fees:
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00
CO Swimming Pool $100.00
Total $400.00
Building Inspector
m
ao?M
TOWN V [ CILTTHC LI —BUILDING DEPARTMENT
r Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959
Telephone(631) 7+65-1802 Fax (631) 765-9502 htt I vw.s. �t.l o�dt �w r �, � �
------------------
Date Received
APPLICATION FOR BUILDING PERMIT
.. r°
For Office Use Only
g
UPERMIT N Building Inspector,
o
n.
Applications and farms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization farm(Page 2)shall be completed. ,
Date:313/2026
OWNER(S) of PROPERTY:
Name:Speonk Lend Development LLC SCTM# 1000-055.00-02.00-005.004
Project Address:4006 Old North Road, .Southold, NY 11971
Phone#:631-512_4522 Email:monumentalproperty@yahoo.com
Mailing Address:3080 Route 112 Suite B, Medford, NY 11763
CONTACT PERSON:
Name: F.Christopher F D er, L.K. McLean Associates Engineering & Surveying, DPC
�
Mailing Address:437 ,Routh Country Road, Brookhaven, NY 11719
Phone#:631-286-8668 Email:cdw Ikma.com
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DESIGN PROFESSIONAL INFORMATION:
Name:Robert A. Steele, P.E., L.K. McLean Associates Engineering & Surveying, D.P.C.
Mailing Address:437 South Country Road, Brookhaven, NY 11719
Phone#:531-286_8668 Email:rsteele@lkme.com
CONTRACTOR INFORMATION:
Name:Modern Age Homebuilder
Mailing Address:3080 Route 112 Suite C, Medford, Ny 11763
Phone#: Email:
631 767 4807 peter@modernagehomebuilding.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure FlAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
Fa-1 Other Construction of in-aground pool 1 30,000
Will the lot be re-graded? WYes El No Will excess fill be removed from premises? AYes ❑No
1
5aZD?)l A55ceSCRS
LAND
- MAR Y DUFFyF LEGEND:
-- DEVELOPED LAND N/F OF "•,,';.: �•^"�...--
PROPOSED BUILDING y+•°�i°'O j 71 7-WELL WATER HOMEOWNERSNNAY CpynO --
Ll/// /y�O -DEVELOPED N INC PROPERTY "
1 e/ MTh, s
—/�——— —11.0— EXISPNG COMOUR �°•��.; -i ¢ •>�� ;
R —— tO� PROPOSED DENS I/A TANK �N7—
COnN
U1IL 2 0�O:L.T DMJ PROPOSED DISTRIBUTION/SAMPLING MANHOLE '_
OLE <1V - =
D•H-W. _ PROPOSED PPE FOR MAC'R'AIR BLOWER
a•H.W. / � AS PER MANUFACTURER'S REQUIREMENTS .,t
w�(V 0-H.W. PROPOSED —m—PROPOSED O.H.ELECTRIC
w—— 0.H•W. ujll / U.G.WATEERR —r— PROPOSED OSED 2-1/2'0 HOPE VENT PIPE
a���"s,! z' f , ,•
�_- 157.3
w O.H.W. P01E '
1 7 W U(I1• ' PROPOSED SANITARY LEACHING POOL
2' w
3 S73° w ].H= 0,H. 41 W , a PROPOSED MORE EXPANSION SANITARY LEACHING POOL PROJECT
1 w o.H W. 3
32.12' — w __ / —'—PROPOSED SANITARY PIPE LOCATION ..4
I —144.25 S
26 112.1 3° V °"� PROPOSED R'm DRAINAGE STRUCTURE i ' ;:/;S N.S•Ii�.
} I 1 PROPOSED WATER SERVICE a_ //�`•''� .
PROPOSED U.G.ELECTRIC SERWCE / jj �R,, �''•'
LLI PROPOSED PROPOSED MAC'R-AIR BLOWERS
U.C.ELEC. I FE, „ 1 0wz �. MODEL MACe0R11 R CONCRETE PAD •°�'
I _/` I 0� 1 TO BE HARDWIRED TO CONTROLLER
SERWCE �f o �_, , LOCATION MAP
DO FUJI PANEL ING NEMA 4X ENCLO UREL
I �I,�r 1PRO N.T.S.
I PSAN DM \I\ 1 1 V`IL�` V. FILTER 18'MIN.ABOVE GRADE,36- TEST HOLE DATA
SYSTEM
MIN.FROM ANY WINDOW OR DOOR. MCOONALD CEOSCENCl
3 Z T.. I TEST MOLE LOCATION EL 155!z/1r/z009 05. DARK BROWN LOAM DL
BROWN SO.ry SAND SM
(� 10 \ i ASPHALT 2- BROWN CLAYEY SAND Sy
\7+ 0 RIVEWAy PALE BROWN FINE TO COURSE SAND SW
9 I N
/ „/, "��' •• ,,,•. ,_ I r 1 B BROWN SANDY CLAY CL
I L_J L/j 200• ' 15 BROWN CLAY CH
2 Story I PROPOSED J' 1 BUILDINGS:
2 Sry. 4 BEDROOM EXISTING 1 STORY BARN TU REMAIN EL.8.5' r7'
RESIDENCE GARAGE 1 N PROPOSED 2 STORY RESIDENCE WATER IN BROWN CLAY CH
W/FINISHED F'F--26.1 , W/4 BEDROOMS
Fr. House BASEMENT F.F.c2g-1 O JSWA TER IN BROWN FINE TO MEDIUM SAND SP
and 1 Sty. B M I ,, a SITE DATA:
i,j " "` \ _ fovlS SCTM#: 1000-055.00-02.00-005.004 ar'
BECK m 1 m Zo SITE AREA: 0.971 ACRE NOTE' WATER ENCOUNTERED 17'BELOW SURFACE
w00� Garage PROPOSED 4'0 X 4' Q �y I��mZ SUBDIVISION: WARD, RICHARD - LOT 2 HIGHEST EXPECTED GROUNDWATER=£L.8.5(PERCHED)
gE I, DEEP DRYWELL FOR mo iao >�o� GENERAL NOTES
26 BASEMENT STAIRSI DWI �z, 1 0
1 1il O Fkzz p
PROPOSED -/ 1 f000- AT 1. NO EXISTING SURFACE WATER WITHIN 100' NEIGHBORING WELL HAD HIGHEST RECORDED WATER AT ELEVATION 5.65. SINCE THIS
POOL ELECTRIC y 9'7 p 2. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSED SANITARY
ELEVATION IS LOWER THAN WHAT WAS RECORDED BY McDONALD GEOSCIENCE WE WILL USE
PANEL / I^O i?-.1
1IC (i A a SYSTEM.NO PUBLIC WATER WELLS ARE WITHIN 200' OF THE PROPOSED SANITARY THE TEST HOLE ELEVATION OF B.5 AS THE HIGHEST EXPECTED GROUNDWATER ELEVATION.
SEP /� T SYSTEM
POOLO FIT PROPOSED
EO \ im 1 3. NO DRAINAGE STRUCTURES WITHIN 10' OF SANITARY SYSTEM
PROPOSED 20'X40' / A 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS,
POOL HEATER ' i - I 5. ANY MATERIAL FOUND DURING EXCAVATION MUST BE REPLACED WITH
l 1 I ASTMC33 C33 SAND
(SP OR SW).
EXISTING BARN TO 1 SURVEY NOTES:
10 I \ BE DEMOLISHED / 1
1. SURVEY PERFORMED BY PECONIC LAND SURVEYORS.
PROPOSED 1,000
MIN, i \ 76 2. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988.
I 1 ;
I
PROPANE TA \ \ZS
K �'+ 1 STORMWATER DRAINAGE
o 0 CALCULATIONS:
zO.D•�aI
d I
LAND N/F OF I (z'RAIN EVENT) _ :_ ;:.. i•' S r- 1
SUSAN WARD I ._ IMPEIM (PROPOSED RESIDENCE ROOF 2021 S _
U) DEVELOPED I -♦_] 1 c=(2021 X 1)=zon t( ., `41 •�
PUBLIC WATER LC�D�
/ 1-y 1 Yn)•rRANFAm-»sea CFL'nnPERVI0 (C=(11%5 X 1z'rRAMFwt_1e9.n EF
Q Q; C , ` � !Y (, !,(Y7Y(�QI PROPoSLD RESIDENCE ROOF rDW11 `,)•Ai,)�,,IR 3 +0 LJUL/L6\ ( // •� i O / 0 8.R]CF REON�ERT F/a1 f4 CFNF=)a)K
I 1 U N PROVIDE(1)BP EACH NG STRUCTU ES Y11'DEPTH
I� I Q (3'A00EO FOR POOL BACKWASH)
O I' \ \I / \ �J (� PROPoSED ASP T ORIVEwAY LOW
CF REOURiEO
PROVIDE:(1)BA IFACMI G SIRUCTURES OS'DEPTH
O
0 P nt
\ \
\ \ DATE BY DESCRIPTION APPROV. BY
REVISIONS
g , \\o 4006 OLD NORTH ROAD
\ 180.65 SOUTHOLD NY 11971
E o PROPOSED RESIDENCE
r7z -
o 112.E
� O LAND N/F OF SITE PLAN
I O O� +T POST & RAIL CATHERINE MANNO do
O
LD 0 — �1,QI� 30'50 W FENCE JUDEVELOP DN0 L. K. McLEAN ASSOCIATES, P.C.
0O 00 'V 85° O WELL WATER CONSULTING ENGINEERS Q7 WM COUNTRY RD.BROOKHAVEN.NLW TOM 11719
SITE PLAN
rim SCALE: 1'=40 "1iB1S Designee By: MF/CFD scale: AS NOTED sneer No.
N N 0 20 40 Faat A 1rai¢oRrMm woL>Km
0'...By: MF Dote: MARCH 2O26 C`
APPFo.ea By: RAS File No. 23097.000
d
77
• 2" k S" CCA POOL NOTES:
PRESSURE
TREATED WOOD 1. POOL AND PROPERTY TO CONFORM TO 2021 IRC&M 2020 UNIFORM
1AN'Pt. LINER (MIN.) CODE SUPPLEMENT SECTION R326.
SKSKIMMERTYP.) QUANTITY 1 D�, 2. POOL SHALL CONFORM TO ANSI/&RWJICC 4 STANDARDS R326.3.1. )
FILTER PUMP AND LOCTION SY 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 2O21 INTERNATIONAL ENERGY
CONSERVATION CODE(KW)SECTION R403.10:
POOLS AND PERMANENT SPA ENERGY CONSUMPTION (MANDATORY).
/ SECTION R403.10.2 HEATERS
#3 R®AR A. SECTION R403.10.3 TIME SWITCHES
TOP; MIDDLE d 4r SECTION R403.10.4 COVERS
�c SOT. ;e 6. REBAR SHALL BE 2"MIN. CLEAR TO EARTH.
L
e 7. CONSTRUCTION METHODS AND PRECAUTIONS ARE DICTATED BY
GROUND AND SOIL CONDITIONS TO BE DETERMINED BY CONTRACTOR.
RETURN I 8. LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY i
SWMMING POOL a.d OTHERS AND SHALL COMPLY WITH ALL LOCAL ZONING REQUIREMENTS.
S.E. 9. ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA
' I GRAEME BAKER( )POOL AND SPA SAFETY ACT.
a 10. SLOPE PATIO SURFACE 1/4"PER FOOT AWAY FROM POOL
—— e' 11. BACKFILL MATERIAL TO BE FREE DRAINING GRANULAR MATERIAL(NO
CLAY OR LARGE ROCKS).
12. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE
WITH ANSI/APSP-7.
TYPICAL WALL ®EJAIL 13. NO SURCHARGE ALLOWED WITHIN 4' OF SHALLOW END AND 6'OF DEEP
END.
SCAM: 314" = 1'-0" 14. NO DIVING EQUIPMENT PERMITTED.
15. CONTRACTOR SHALL VERIFY SOIL BEARING LOADS PRIOR TO
STAIRS SHALL BE OF NOTES: INSTALLATION OF POOL
NOT TO SCALE NON—SLIP DESIGN �IlS SHALL BEAR ON UNDISTURBED SO&
2.ALL CONCRETE SHALL BE PLACED AS A MONOLITHIC POUR.
8 Max .
3.5' CONCRETE WALL
..._ (SEE SECTS 1 1/2" TO WASTE
9
HAIR & LINT STRAINER
PUMP
10 COMPACTED SAND FILTER AUTO SKIMMER
UNDISTUREED EARTH
(TYP.)
flfl � POOL
� LN 8ACEC TO
NOT TO SCALE POOL
SCHEMATIC PIPING ARRANGEMENT
NOT TO SCALE
4006 Old North Road,
Southold, NY 11971