HomeMy WebLinkAboutONR, LLC (2) 4
SOUTHOLD WASTEWATER DISPOSAL PERMIT
CONSTRUCTION OR ALTERATION PERMIT
SEPTIC TANK or CESSPOOL
Permit No. 3472 R Residential X Non-Residential
Fee $ 10.00 Septic X Cesspool
PERMIT ISSUED TO:
Name : STEVE FONTANA - CBD GROUP
Address 1: 29 CENTRAL AVE
City St Zip HAUPPAUGE NY 11788
Descripton of Proposed Construction or Alteration
-CONSTRUCT NEW 2,940 S.F. MEDICAL BUILDING
-FINAL APPROVAL REQUIRED FROM THE SUFFOLK COUNTY HEALTH DEPARTMENT
Name Of Owner ONR, LLC.
Mailing Address 1 1333 EAST MAIN STREET
City St Zip RIVERHEAD NY 11901
Property Address 1 46850 C.R. 48
City St Zip SOUTHOLD NY 11971
Tax Map No. section 55.00 block 5 lot 10.000
Cross Street BOISSEAU AVE
Building Permit Number Cross Reference:
Issue Date: 9/18/06 Elizabeth A. Neville
Southold Town Clerk
(TOWN SEAL)
ELIZABETH A. NEVILLE , ,`O l0 : Town Hall, 53095 Main Road
TOWN CLERK 4 *; P.O. Box 1179
REGISTRAR OF VITAL STATISTICS ik co %
Southold New York 11971
MARRIAGE OFFICER c �1 Fax (631) 765-6145
RECORDS MANAGEMENT OFFICER O i'�1� Telephone (631) 765-1800
FREEDOM OF INFORMATION OFFICER %\.ICOM M N�;�� southoldtown.northfork.net
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OFFICE OF THE TOWN CLERK
- > 1 4 3 TOWN OF SOU
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TO: Southold Town Building Department
FROM: Michelle L. Martocchia, Southold Town Clerk's Office
DATED: September 14, 2006 S:K'
RE: Cesspool Construction/Alteration Application
Transmitted herewith is a copy of application No. 3627 for a Cesspool/Septic Tank
Construction/Alteration Permit submitted by:
Steve Fontana-CBD Group .
Please review the application and location map and advise if this office may issue the permit.
Please complete the form below and return it to me. Thank you.
* * * * * * * * * * * *
I have reviewed the application and location map of the project cited above and make the following
recommendations:
APPROVE
DISAPPROVE
Comments: �..iir, .Or
Signature"Y7/i..c...... ....e ,r.....?:___
g
.o'! /S/ D 6
Dated
,�,oi FFoc'�;e
ELIZABETH A.NEVILLE lit VI o�\ Town Hall, 53095 Main Road
TOWN CLERK P.O. Box 1179
REGISTRAR.OF VITAL STATISTICS ; tiy, �� Southold, New York 11971
MARRIAGE OFFICER O '� 1� Fax (631) 765-6145
RECORDS MANAGEMENT OFFICER = �f i� Telephone(631)765-1800
FREEDOM OF INFORMATION OFFICER = '� 4, a��oisoutholdtown,northfork.net
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
SOUTHOLD WASTEWATER DISTRICT
APPLICATION
CONSTRUCTION or ALTERATION PERMIT
CESSPOOL or SEPTIC TANK
Residential @$10 or Non-Residential @$25 / Applicatio
Permit N
Applicant Name Steve Fontana - CBD Group
Applicant Mailing Address 29 Central Avenue
Hauppauge, NY 11788
Septic Tank X or Cesspool
Brief Description of Proposed Construction or Alteration
Construct new 2 ,940 s. f. medical building
Location of Proposed Construction/Alteration:
Owner of Property: ONR, LLC
Owner Mailing Address: 1333 East Main Street
Riverhead, NY 11901
Owner Property Address: 46850 County Road 48
Southold, NY 11971
Name and phone number of contact person
Tax Map No: Section 55 Block 05 _ Lot 10
Cross Street Boisseau Avenue
NOTE: LOCATION MAP MUST BE SUBMITTED Y II APPLICATION. NEW
CONSTRUCTION REQUIRES SURVEY WITH HEAL`' j EPARTMENT APPROVAL
"(4 - 13--c)(0
i s ature of Arrant Date
Received by: ' �� -Q •
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PREPARED BY:
DINV Architecture • Engineering Y •n z
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Stephen S. Fontana,RA 29 Central Avenue �' � ..
• Salvatore Capitano,PE Hauppauge, NY 11788
P es;
Phone(631)234-8877 a „i ,,a'�s�'
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Fax 234-8903
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email: office@cbdgroup.net
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vREVISIONS PROJECT:
PROPOSED BL
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1111711:10/ 2 6/15/06 separation between Hater/sanitary Tinos EAST ENE
I 15/6lo6 AS PER A.R.B. COMMENTS 5/4/06 SOUTHOLD,
w....l NO. I DATE DESCRIPTION
DA-r>=' 4/26/O6 - AS NOTED TIS' SITE PLAN
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NOTE: ELEVATIONS ARE REFERENCED TO AN
ASSUMED DATUM. EXISTING ELEVATIONS
ARE SHOWN TI-NE' 50.0
ALL SURVEY RELATED INFORMATION TAKEN
SURVEY PREPARED BY JOSEPH A. INGE6NO
LAND SURVEYOR DATED. FEBRUARY 28, 2006
TE PLAN . .
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HEALTH DEPARTMENT SEAL
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suboi;County Departinelo ni 1-.1.is..-Ahh bell/ices
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erencr. IN:, C_I 0 -wog Design Flow_ eDfid pi L
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These plarvi have been reviewed for general conformance with Suffolk
County Department of Health Services standards, relating to water
. - supply and sewage disposal. Regardless of any omissions,
inconsistencies or lack of detail, construction is required to be in
accordance with the attached permit conditions and applicable
standards,unless specifically waived by the Department.This approval
expires 3 years from the approval date,unless extended or renewed.
104
Approval ate Reviewer
•
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CHAINLINK PENCE
PENCE
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992
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POUND
STOCKADE PENG CONC.MON.
TL.50.00
B .4950
CP •X
L.P. C0
DUMMER
V-0'HIGH$1 CEDAR STOCKADE FENCE
ATTAGFED TO SCHEDULE 40 PIPE p1Z GH
PROVIDE b'GHAT LINK GATES PITH
NO.4 GAUGE GALVANIZED HIRE,
15/8'TOP 4 BOTTOM RAILS,HITH 6kGRI H VINYL SLATS
WOlr
JOHN J. GUINN 2u� /
4 TERESA E. QUINN
18
RESIDENTIAL LOW BUSINESS DISTRICT
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. DENSITY 'A'(R-80
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0.4'E T.G.485
B.G.48D
Alk
aims am"' 238.82'
FOIA
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STOCKADE FENCE
SITE DATA: DRAINAGE CALCUL
DESIGN CRITERIA:
LOT AREA: .49 OR 21,616.48 SQFT. RUN-OFF COEFFICIENTS:
PROPOSED BUILDING AREA:
PAVED AREA: 2,140 SQ. FT,
IOA32 S.F.
LANDSCAPED AREA:
PERCENTAGE OF LANDSCAPING: 8,644 SF. 10'-DIAMETERDRYWELL
PARKING CALCULATION:
CRITERIA: DRAINAGE AREA I:
PAVED AREA:
ROOF AREA:
NUMBER OF PHYSICIANS: 13 DICAL 5 SPACES/PHYSICIAN LANDSCAPED AREA:
PARKIN&REWIRED:
PARKINS PROVIDED: IS SPACES
SANITARY SYSTEM r 20 SPACE
SIGN_SIGN DATA 842.08 G.F. 68.42 GFJV
DESIGN CRITERIA USE(3) POOLS EACH WITH
ZOi� N: 600 6Pp//1GRi= COVER WITH A TOTAL OF I.
LOT AREA: 21,616.48 OR.49 ACRES
MEDICAL SPACE: DRAINAGE AREA 2:
.1 6PD/S.F.
Aa.LOWA1 F C ITY PAVED AREA: r.
600 GPD x.49 = 294 6PD PERMITTED LANDSCAPED AREA:
214 6PD• .1 6PD/SF. = 2,140 S.F.PERMITTED ROOF AREA: -I
TUCONCRETE WALKWAY 4
MEDICAL SPACE:
TOTAL ACTUAL BUILDING FLOW: .1 6112/9.F.x 2,940 SF. = 294 GPD
294 GPD ACTUAL <2414 Epp 294 61'D 819.96 Cr. +68.42 G.F.N.F.
I- BLE .•.O.K.
`. PTI TANK: USE(2)POOLS EACH WITH(2)
214 GPD x 2 DAYS = WITH A SOLID COVER WITH A
588 GALLONS REWIRED 1,200 EFFECTIVE DEPTH
USE MIN.8'it x 4'LIG ID DEPTH SEPTIC TANK(1,200 6AL.
CAPACITY W SHALLON DOME 4 SOLID G.I.COVERS) DRAINAGE
AREA 3:
I 8'-0"4 tG I - DRA NAGE RIN68-25 5 PAVED AREA: 3,4
MAXIMUM HYDRAULIC LEACHING RATE: 15 6AWAY/S.F. ROOF AREA:
AREA:
294 GPD; 15 GALS/DAY/S.F.: = OOF Af A: 2,q
USE(2)8b" X 8-o'pip P (96 S.F.S11.16 V.F.C SLABAIZEU CONCRETE WALKWAY SOI
SOLID G.I.COVER �-S WITH TRAFFIC t
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WO/P
JOSEPH SANTORA
II JOANN RIZZO SANTORA `� u
cr
BUIL�IN6 6
USES PUBLIC WATER NIT -- - fi
UNIT`= _
:AL BUSINE� M
►9
VA Op
'ORA6E(.167 FT) —
OFEP AREAS
D AREAS
r= 68.42 CP/VP)
TEST HOLE DATA
N.T$.
�7 F
581.16 G . Z
r. 235.41 GF. -a.
.161 = INFORMATION P 6ARDIN6 TEST HOLE DATA
842.08 G.E. WAS OBTAINED ON FEBRUARY 10,2006 FROM
McDONALD 6E0xIENCE,SOUTHOLD,
NEW YORK(651)765-3677
I6 WITH SOLID
DEPTH. To
TO THE BEST OF OUR KNO GE,MERE ARE NO
NEI61430RIN6 WELLS OR 58^IA6E SYSTEMS WITHIN
I50'OF PROPERTY. ► "'
161 = 540.41 G.F.
.161 = 85.17 G.F.
1 = 121.74 G.F.
1 = /2.64 t;. 13-'--*45'6 ............c8I9.g6 G.F. mil —O' DARK BRO1�1 SILTY LOAM-p1
11
BROWN SILTY SAND- SM VIA
;s GNI,
)T 22lOOW
—35 BROWN FINE TO 1001
II
COARSE SAND -SW
1 = 58232 G.F. —17'
cSz
'7 = 73.29 G.F.
12758 G.F.
ihP.
900.25 G.F.
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