HomeMy WebLinkAboutSouthold Free Library _ ;
^' Town Hall, 53095 Main Road
P.O. Box 1179
�
1 1D0��' Southold, New York 11971
41 ���� FAX(516)765-1823
JUDITH T.TERRY ���. i�iii TELEPHONE(516)765-1801
TOWN CLERK
REGISTRAR ON VITAL STATISTICS OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
SOUTHOLD WASTEWATER DISPOSAL PERMIT
CONSTRUCTION OR ALTERATION PERMIT
SEPTIC TANK or CESSPOOL
Permit No. 22 N Residential Non-Residential X
Fee $ 25.00 Septic Cesspool X
PERMIT ISSUED TO:
Name : SAMUELS & STEELMAN ARCHITECTS
Address 1 : 25235 MAIN ROAD
City St Zip CUTCHOGUE NY 11935
Descripton of Proposed Construction or Alteration
NEW LIBRARY BULDING ADDITION WITH NEW SEPTIC SYSTEM.
APPROVED AS SUBMITTED AND AS APPROVED BY THE SUFFOLK COUNTY DEPARTMENT
OF HEALTH SERVICES ON 1/18/90.
NOTE: SEPTIC SYSTEM EXCAVATION INSPECTION REQUIRED.
Name Of Owner SOUTHOLD FREE LIBRARY
Mailing Address 1 MAIN ROAD
City St Zip SOUTHOLD NY 11971
Property Address 1 MAIN ROAD
City St Zip SOUTHOLD NY 11971
Tax Map No. section 61 .00 block 1 lot 14.000
Cross Street BECKWITH AVENUE
Building Permit Number Cross Reference:
Issue Date: 3/09/90 Judith T. Terry
Southold Town Clerk
(TOWN SEAL)
C C�_1/
# " ,,,,i
I) Mt _ 8 14} � 'G��FOL�l� :
O' C
BLDG. DEPT. '
TOWN OF SOUTHOLD . B i .
r ,% ,-,7, : Town Hall, 53095 Main Road
;,‘0 -._ �t P.O. Box 1179
__ 0...y_ 000.f Southold, New York 11971
JUDITH T.TERRY '�l..orili�PO TELEPHONE
TOWN CLERK (516) 765-1801
REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
To: Southold Town Code Enforcement Officer
From: Linda Cooper, Southold Town Clerk's Office
Dated: March 8, 1990
Transmitted herewith is a copy of application No. NR604 for a Cesspool/
Septic Tank Construction Permit submitted by:
Samuels and Steelman Architects for Southold Free Library .
Please review the application and location map and advise if the project
has received Suffolk County Health Department approval and if this office
may issue the permit.
Please complete the form below and return it to me.
Thank you.
Linda J. Cooper
* * * * * * * * * * * *
I have reviewed the application and location map of the project cited above
and make the following recommendations:
APPROVE x •
DISAPPROVE •
, n r
Sk
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NSQE�� Signature
4pVAI10�'IRE0 �\� g b
RG`tU1 Dated
OFFICE OF THE TOWN CLERK VFFUL
Town of Southold �� 0 �)
Judith T. Terry, Town Clerk Application No.
Y � .c .
Town Hall, 53095 Main Road _: Construction
P. O. Box 1179 tri '
Southold, New York 11971
p ' - ��J Alteration
Telephone 401 Residential
(516) 765-1801 "' Non-Residential /7-
TOWN OF SOUTHOLD
SOUTHOLD WASTEWATER DISPOSAL DISTRICT
APPLICAT ION
for
CONSTRUCTION or ALTERATION PERMIT
SEPTIC TANK or CESSPOOL
gee .4
Permit No. -s
Fee $ ,-}c;
DATE Mrc (J 1 ( 9 � b
APPLICANT NAME: ,(4AM/61 I QQ ACIk)te_eiti
APPLICANT ADDRESS: 35 C (Vl OA4,
cad/Lulu-6, N-
SFPTIC )( CESSPOOL,
DESCRIPTION OF PROPOSED CONSTRUCTION OR ALTERATION Q lt
lAd6l€ 4/1. TOY' fe1� C0D CC �I �f2A ovt
ti.ctht C 6L. uft utn o(A. • \\1 -(20 Scot (>4 i tA cdvt vt c (o vt
1N1 Co vt s%c (cm o vie),() L uU i vl oadvhovi
LOCATION MAP: Must be attached hereto before permit may be issued.
• LOCATION OF PROPOSED CONSTRUCTION OR ALTERATION:
OWNER OF PROPERTY: SvortioL) FRET L. Q (
OWNER MAILING ADDRESS: MAUI Cid
ttivit
OWNER PROPERTY ADDRESS: 0.02. A Lye,
a _
TELEPHONE NUMBER OF CONTACT PERSON: 1004&1(1�d
TAX MAP NO. : Section CG I Block Lot
CROSS STREET: CCW(+"11 AVQLIUe.,
BUILDING PERMIT NUMBER CROSS REFERENCE:
440 C
Signature of Applicant
RECEIVED BY:
Town Clerk's Office
DATE:
•
MMOIMMIMMEMUMMIN
FADED"
'7" PLANT
YPE IA NOTES •
2. ALL PRECAST PRODUCTS TO BE AS PER CARLSON PRECAST INC. OR
EQUAL WITH THE FOLLOWING MATERIAL SPECIFICATIONS : •
c: BOARD AT
NG OF ANY CONCRETE:
BE CONSTRUCTED STRENGTH 4000 psi 28 days
IFICATIONS. CEMENT - • ASTM C-150
WALKS AND AGGREGATES ASTM C-33
` Tr°N WIT!! WATER pure, potable
REINFORCING STEEL:
REBARS ASTM A-615, GRADE 40
WELDED WIRE FABRIC ':.: ASTM A-185
1 2. ALL CONNECTIONS BETWEEN CATCH BASINS AND LEACHING POOLS -
TO BE 12" DIA. REINFORCED CONCRETE PIPE IN ACCORDANCE
: \
WITH ASTM SPECIFICATION C76-62T
3. ALL DRAIN PIPES FROM DOWNSPOUTS TO BE 4" PVC EXCEPT IN "'
MULTIPLE CONNECTIONS WHERE DRAIN PIPE SHALL BE INCREASED
TO 6" PVC
SANITARY SYSTEM NOTES:
1 . DESIGN CONSULTANTS OR RECORD ARCHITECT•- '.` r ;,
ENGINEER ARE NOT RESPONSIBLEFOR THEA sc
`•.
INSPECTION, SUPERVISION, OR ADMINISTRATION
OF THIS CONSTRUCTION PROJECT
2. THIS DRAWING IS AN INSTRUMENT TO FACILITATE
CONSTRUCTION AND SHALL NOT.....ag CONSTRUED AS • `" 1
A CONTRACT BETWEEN CONTRACTOR• AND•' OWNER.
3. DO NOT SCALE DRAWINGS.
4 . SEPTIC TANK, LEACHING POOLS AND FRESHWATER ;
SUPPLY TO CONFORM WITH SUFFOLK COUNTY .DEBT. •
OF HEALTH SERVICES-STANDARD.- ' •
5. SYSTEM HAS BEEN DESIGNED FOR A FLOW RATE OF
300 GPD.
6. CONTRACTOR SHALL OBTAIN ALL PERMITS AND
INSURANCE NECESSARY TO PROTECT THE ENGINEER
AND OWNER.
TANK 7 . ALL DIMENSIONS AHD GRADE CONDITIONS TO BE
VERIFIED BY CONTRACTOR (S) PRIOR TO THE
START OF CONSTRUCTION AND ORDERING OF MATE-
RIALS.
STORM WATER DRAINAGE TABLE
0) ' () AREA CONTRIBUTING VOL.OF 2" MATERIAL RUNOFF STORAGE VOLUME
AREA RAINFALL FACTOR VOL. REQ. SUPPLIED
�a (sQ_FT. ) (CU.FT. ) (CU.FT. ) (CU.FT.)
w
A W ROOF
ADDITION 2500 417 ROOFING 1 .0 417
�+ EXISTING 1500 250 ROOFING 1.0
250
667 675
PAVEMENT
PARKING AREA 3300 550 PAVEMENT 1 .0 550 676.
______ 4`C Q •
•
BULDING WALL _` PAVING SPECIFICATIONS: _TYPE C.
BASE COURSE — 4 1/2" DPYBOUND
2' MAX \ AGGREGATE RASE CC
1 GRADE
*- i ASPHALT CONCRETE SURFACE COURSF
MIX ASPHALT CONCR
�` 1/4"/ FT
1/tri FT _ 900 GAL
�� NOTE:.
KN mE 4. 3.0 1. NOTICE TO ALL CONTRACTORS AND F.
�, t ��•�/ / YOU ARE REQUIRED TO NOTIFY THE f
J LEAST 48 HRS IN ADVANCE OF THE I
AND ALL CONSTRUCTION.'
s.E. + 3e. 3 l s.r. .r33.8
2. INTERIOR CURBS, PAVING AND DRAI1
G•
IN ACCORDANCE WITH PLANNING BOAF
5 3. LOCATION AND GRADES FOR STREET C
AFROUS TO BE VER.IFIF.D PRIOR TO C
THE t1.Y.S.D.O.T. AND LOCAL AUTHJ
6" i''
r
1 i
rt 8
SEPTIC PROFILE , ,-, -16
R ~
RYA PAVEME
NO SCALE ° --- _____--=
n 6 ' '
C
----
CO
C BASE
A L Cr U L AT I O N S DESIGN FLOW:
XISTING LIBRARY
2333 S.F. x 0.03 = 70.0 GPD °
PROPOSED ADDITION 2324 S.F. x 0.03 = 69.7 GPD -
TOTAL = 139.7 GPD '
;EA 729 S.F. x 0.04 = 29.2 GPD T Y P C 0 N C C U'R
TOTAL FLOW FOR LOT = 168.9 GPD N .T.S.
F.
==.7.---= - =------- i
/ 0.83 = 203.5 GPD / ACRE 6 STAB.
'0 = DESIGN FLOW x 2 = 337.8GPD LOAM BASE
/IDED 900 GAL. TYP PAVED SEI
REQUIRED = 139.7 / 1.5 = 93.1 S.F.
PROVIDED = 301 S.F. N T.S. - .
ADJACENT STRUCTURES CONNECTED
TO PUBLIC WATER
N/F D / MAGGIO .
EXISTING FL
DETAIL 2
503. 03
�— — — — EXISTING RAMP
L
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r 'eVT
MIN 4'CIA. _I: 3a.
•�• 3c.
CLASS 1100 PIPE tr OMnn 1 301 S.F.
rum LINE
M COVIvµ[Nt i riot 1.DIA.
OA PITCHED MIN."e'/Y Hi. 000►IPE
LPITCNEO MIN.
44
900 GAL. ' �.
.Mm.
T'
8' a...48 i
TYP. SEPTIC TANK
NO SCALE SEPTIC P
14") TM "u& MIR PR IV 1110E - NO SCAI
L. Ai - y Of lletmVIM11 M M1111vMOII PAM.
1011111.10/n'nr
PNfCt1r MNwCMfO -.-
-7t0• -
f"""IrCev"e"e ` """1 SANITARY CALCULATIONS
etMN ma rook moil*N 1
NOT OttAVeMf Of eN -40r— C Mat
' 1.... `' I BUILDING AREAS: EXISTING LIBRARY
' PROPOSED ADDITION
CLASS 040
rloo PIPS t
OMTCNEO WN .1'pKM•T
Mt
1/11./1*1' II OEOM 0VTUNI
MIK CLASS Iwo no
'eU"e"Nf "" EXISTING STORAGE AREA 729 S.F. x 0
Flt CNSO Mtw
RL���S�=dam v.n'
-GAM 1,4 F R��®
Y.Y.
M' A�� e; LOT SIZE = 36284 S.F.
`� GPD / ACRE = 168.9 / 0.83 = 203.5 GPD / ACI
N '° ~ _ 1
AM
GAMY 301 S.F. ,N „N o SEPTIC CAPACITY REQ'D = DESIGN FLOW x 2 =
Al
SEPTIC CAPACITY PROVIDED 900 GAL.
D St► __ .-1"" t1 LEACHING POOL AREA REQUIRED = 139.7 / 1.5
i' LEACHING POOL,AREA PROVIDED = 301 S.F.
I
silt MM.4.OVr OM1111'IONt.IIs`/
Offon5I was Awn, tO of CLt4N
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A NO SCALE
DE TAIL lA
CATCH BASINS
TOP OF INLET DETAIL c
SURFACE ELEV. TC 36. /
34. 7,
BC 35.6
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PITCHED MIN.I/4'.
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IIII \CLAYEY SAND i ,
ti
it
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f
24' PALE BROWN
S
KEY MAP TO VERY COARSE SAND
I"= 50' TEST HOLE DATA TYI
CATCH BA
EXISTING SEPTIC TOP OF IN
SYSTEM SURFACE
S 28e
28' 40" E
- -
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; ��V\
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CATCH BASINS
TOP OF INLET TC 36 . 9
TC 36 . 7 ELEV. 36. 0 - BC 36. 4 \/BC
36. 2 DETAIL
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'n TC 36. 7
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N
o r,�
0
114-N K I . ALL DIMENSIONS AND GRADE CONDITIONS TO BE
VERIFIED BY CONTRACTOR (S) PRIOR TO THE
START OF CONSTRUCTION AND ORDERING OF MATE—
RIALS.
.....•
STORM WATER DRAINAGE TABLE "
)� V AREA CONTRIBUTING VOL.OF 2" MATERIAL RUNOFF STORAGE VOLUME
10
AREA RAINFALL FACTOR VOL. REQ. SUPPLIED
1 ° -- (SQ.FT. ) (CU.FT. ) (CU.FT. ) (CU.FT.)
IN. g
I A ROOF
ADDITION 2500 417 ROOFING 1.0 417
0 EXISTING 1500 250 ROOFING 1 .0 250
667 675
UJ PAVEMENT
PARKING AREA 3300 550 PAVEMEN^ 1 .0 550 , 676,
c
7' DRIVE AREA 5400 900 PAVEMENT' 1.0 900 1013 •
WALKWAY 1500 250- CONCRETE 1.0 250 357
TOTAL VOLUME REQUIRED 2367
TOTAL VOLUME SUPPLIED 2721
MAP OF P 0 p s ' FOLK COUNTY DEPARTMENT OF HEALTH SERV
IC
SURVEYED FOR APPROVED FOR CONSTRUCTION ONLY S
S 0 U T H 0 L D FREE L I : PM 6' FLow ,
AT TYPE — Zfd
-- S 0 U T H 0 L D rim vprnv,it Is granted for the construction of th s nOary
TOWN OF SO U T N O L D N. desp• 4+ "r• peter ;+,poly facilities pursuant to Articles Vrnr
' o' tot Swtolk County Sanitary Code and is not an expre sed
nor fmpltea Amtrov;t to discharge from or occ
structur.?tsl show' THIS APP OVAL EXPIRES
$ROM t►{t DA;t BELOW '
JAN 18 19,90 ._'
oafiE
8 . URE
ALL LOT INFORMATION TAKEN FRO I .
RODERICK VAN TUYL , P. C. JAN. 20 , / 989
LIC. LAND SURVEYORS - GREENPORT, N. Y.
TAX MAP NO. 1000 - 06 l - 1 - 14
LOT SIZE 36284 SOFT.
SAJ IT/91e>' 47€TN I&5 4
111 cAres4..•
cuar�T�C/VS► S.H.
,e4' 12E."Se p.a4?'KiAda 4.A rot)r
I /o o ? (242/4 oiI,Q 43 A .5. 14.
NO DATE REVISION BY
CHEFS r i f LE PROJECT NO
' SEPTIC SYSTEM AND SCALE
A.?' /017770.4.
�P,� of NEw �,o� DRAINAGE PLAN DATE
z� �
PROJE(r
. n
'
DRAWN cV
c % \ y SO U T H O L D FREE CHECKED N.
- i 4 Cr . LIBRARY ADDITION
1, �. , - DRAWING NO
F° 60 z`' STEVEN L. MARESCA
ARO• SSIONP��.
Consulting Engineer
1.`'°=` P.O. Box 694
Yaphank, N.Y. 11980
(516) 924.3414
,
OF &in
- TAI •L 2
. /
503. 03
EXISTING RAMP
X
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SURFACE DRAIN
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STORM RING Sol L FOR PERIPHERAL AND
- -`�-- BOTTOM SEEPAGE .
�' -- ALL STORM RINGS 8 FT. DIA. Vii+
B Y 4 F T. EXCEPT AS NOTED
DH . I I V
, TOP OF INLET /
SURFACE ELEV. ,/ DE TA l
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SCALE I""= 2 0'
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\ \
FIN
FINISHED
EXTENSION _
PI PE
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NEENA $FOUNDRY 011AMMIIV
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'( 1240 ' .C. P.
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\ TRAFFIC SLAB R .r
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