HomeMy WebLinkAboutLieb Vines LLC SOUTHOLD WASTEWATER DISPOSAL PERMIT
CONSTRUCTION OR ALTERATION PERMIT
SEPTIC TANK or CESSPOOL
Permit No. 4059 N Residential Non-Residential X
Fee $ 25.00 Septic X Cesspool
PERMIT ISSUED TO:
Name : BILL KELLY
Address 1: P 0 BOX 1680
City St Zip SOUTHOLD NY 11971
Descripton of Proposed Construction or Alteration
SANITARY SYSTEM FOR SINGLE FAMILY DWELLING.
APPROVED AS SUBMITTED AND AS APPROVED BY THE SUFFOLK COUNTY DEPARTMENT
OF HEALTH SERVICES. REF #C10-10-0008, FINAL APPROVAL REQUIRED FROM
THE SUFFOLK COUNTY HEALTH DEPARTMENT.
Name Of Owner LIL'B VINES LLC
Mailing Address 1 P 0 BOX 1918
City St Zip BRIDGEHAMPTON NY 11932
Property Address 1 13050 OREGON ROAD
City St Zip CUTCHOGUE NY 11935
Tax Map No. section 83 .00 block 3 lot 2.002
Cross Street COX LANE
Building Permit Number Cross Reference:
Issue Date: 1/31/12 Elizabeth A. Neville
Southold Town Clerk
(TOWN SEAL)
-- ah, _______
,,,,,,,,,,,,
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,,••,,l"gu% J frco
ELIZABETH A.NEVILLE,MMC �hw ' Town Hall,53095 Main Road
TOWN CLERK t, O P.O. Box 1179
O
t H Z Southold,New York 11971
REGISTRAR OF VITAL STATISTICS %p Pry Fax(631)765-6145
MARRIAGE OFFICER `;'J' ��
RECORDS OF MANAGEMENT OFFICER _�cf,( * �a• ' Telephone(631)765 1800
"'I.'����� southoldtown.northfork.net
FREEDOM OF INFORMATION OFFICER
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
TO: Southold Town Building Department
FROM: Carol Hydell, Southold Town Clerk's Office
DATED: November 2, 2011
RE: Cesspool Construction Application
Transmitted herewith is a copy of application No. 4059 for a Cesspool/Septic Tank Construction
Permit submitted by:
William Kelly for Lieb Vines LLC .
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:
t .
APPROVE
DISAPPROVE
Comments: Final approval required from the Suffolk County Health Department
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2
D E I i, W Signature
1' 1 I ///V/7
Dated
t
,0 S�FFO(,4.
ELIZABETH A.NEVILLE 'I `Z` Yjr - .. Town Hall,53095 Main ROA'
TOWN CLERK , • ". ,. P.O. Box 1179
REGISTRAR OF VITAL STATISTICS Southold, New York 11971
MARRIAGE OFFICER �1� Fax (631) 766-6145
• RECORDS MANAGEMENT OFFICER `�44 `0O '�� Telephone (631)765-1800
FREEDOM OF INFORMATION OFFICER ,1southoldtown.northfork.net
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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 ',, Application No. 1°51
Permit No.
Applicant Name ALL- mac- 4
Applicant Mailing Address F', d. L' 1
)0—rtd_--(7 AM 161 I
Septic Tank or Cesspool
Brief Description of Proposed Construction or Alteration
Location of Proposed Construction/Alteration: ' i
Owner of Property: 1.. 7- V1..-1—(..:
Owner Mailing Address:17,0. lei to
_ f-1I4+ Prai , Alit t ��
Owner Property Address: `. . ) 50E400 ED
L1 el S
Name and phone number of contact person b -- Vet-4— -1
Tax Map No: Section S5 Block 3 Lot 2. , 2
Cross Street (7
NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW
CONSTRUCTION REQUIRES S,ITII HEALTH DEPARTMENT APPROVAL
! i - Z- t 1
tA,
gnature p is t Date
Received by:
I
Annimmenommumw at
PROP.4110 STRM DRNG : . •
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,,� PIPING,SEE PARI•PLAN PROPOSED WTR MTR 64. Q^1 /A\ �e STORM PRA I NAC E CALCULATION:
• ,.� FOR PROPOSED v` �ro b� / VOt11ME = AREA x RAINFALL x COEFFICIENT ••••'PROP. •. ' PROPOSED ASPHALT PAVEMENT = 2,185.43 SF
GONNEGTION TO b� `',5.8 RAINFALL = 2"/HR. = 0161 2,185.43 S.F.x 0.161'x I.0 = 465.11 CF
-o / ASPHALT'
r' �i ` WATER MAIN x COEFFICIENT OF ASPHALT = 10 PROP. 4 EXIST.BLUESTOFE PRKG AREA = 12,122.86 5F
z ` b�% ` q I COEFFICIENT OF BLUESTONE = ID , 12,122.86 S.F. X 0.161'X 1.0 = 202452 CF
•, 4 ,
. x.! / / I I b^ COEFFICIENT OF ROOF = 10 PROP. PROP.PATIO 4 SIDEWALK AREA = 2,353 SF
, 2 \ t . „\ 4 �. ' ,k .P.WNC. .- 2,353 S.F.x 0.161'x IA = 393 CF
RAIN � v' / /\�.,•y EXIST.BLDG'A' AREA = 5,5641 SF
12 ���. ;`)". 6363. i \/ Gj 4.4" 1 // PROP. ASPHALT DRIVEWAY ,,,aY),Y),Y•s�
JL `�-, -1 \1:‘,01;LSi 1 / •��PROP. •�� 5,5641 S.F.x 0.161 x ID = 4130.0 GF
• A bya/'''• / . (PARKING AREA WHERE INDICATED) ���BRICK vs
,, 11111111ks �;�� �•;y ' X TOTAL VOLUME:
°�°`-, I . . '`' :'q'•1 �. ;' • ::::
4. • PAN HA IGAP RAMP,A
• 2
�� MAINTAIN VALLEY �� e► - _4L, "I'' '. , EXISTING BLDG 'B' AREA = 5040 SF
' �. �, x PARKING SIGN
GUTTER *t' :: .. _'�±.,�`��� �i,� :2 ' . . e?: ..�• :
- yt. / , ,� TSG•10'Q: ;:.� b j 6.1.4 . -0,,,,,,_ (SEE DTL,THIS SH 5A40 5F x 0.161'x LO = 841.68 GF
�'.`�� \• EX. DRAINAGE POOLS:
i .SRC ED PLAN --. � /
I �"" '' I (2) IDRAI DEEP LEASHING POOLS
f/ $,. � �;�,,.��. • 66.8
ED TRENCH DRAIN INSTALLATION � •: . / 1, ,;- '/• ' �,• " Rfl A .
•" �j VOLUME PROVIDED = 1,094.12 GF.
'2 FOR DETAIL) / /° ;4:** W 1P4 ,.. :• 65,, 1. �' �^
s. .4.
8
s: .
x / / /' o;`' x j- � ���`�' b`� r L^\. x Io .q� EXISTING EDGE OF BLUESTONE DRIVEWAY
/ / ••�.. `•
NIIII:ct14'71/P%`•ms's e.' •X6`12 / 4�j PROPOSED KITCHEN 4 SANITARY WASTE SYSTEM
�/ .•; so gr-xl '7„ '. ;::. ., C4 o .68... . " I - 1,500 GREASE TRAP 8 0xb'DP(5'L D,)
�� i � �1 it X11 , S' ��•. . 67 . �•" '.6 •• .. J "`ll �'v�• ..,� BS �I 1I J1 1 • . I - 1,200 SEPTIC TANK 8 0x5'DP(41D.)
=POP...2' / / ..,-,, ...�. • a mil 1II�P \ r73.
\C' :�/ �� / / ,ip ,. ` .1.11.!1.1 .1 N.
' ,; '_ TOG' 613•. .• ` '67;sar'.'.. .'•'. .. .. .... `j I - LEACHING POOL 610x131 LIQ. DEPTH
'DRAM!WAWA / 63b :•�/ .� =1l-1i� "1 I• �a 666 • . .• .•.': '..'.'.'.' 69 MAINTAIN A MIN. 5% GRADE WAN 20'OF SEPTIC 5YS.
,V i x .• "1 .1 .i �I \ .1 .1 .� X13..
` , .�,� 1 .11.1 _i 1 .1 ..1.-. � TOG . �. 61•. L' .-
•z I (� .- / // /:O.!. .i" t-1 �S- �1•-!C., , , c . .it VV -tr66.• v1�1�I�� .... :. �N PROP BLUE STONE PARKING AREA WHERE INDICATED
/•,' ` -- .1 .1 .1 .1 . V�-� /\ �. . /: .03•x•.
�/ 4P/.!;•/ .. Al1.1.11�114r1 r1 b11il�1��1l Flu › r '• 61- .(. � ' x...3'..'�. .'.'.
10 , / 41;41 1.1%1 .1�,,��, `� (A ',' S; . .r cp �'...'.'. ... .... .... PROP. PAVEMENT AND ROOF 43<L
'l / / o / • ::1.11.11 PROPOSED Jr NE \ i\ '411,41 $ _- f-.. o - DRAINAGE LEACHING POOLS F
` / /_'%�'3' A ",....r....,111J' 1T:1T-! OFFICE 'ofi/ '4 �� z :'.'.'.'.' . .'.'. .0 t. ) �• T �o
/ /// / '!• = PATIO 1..1 �► �' . . .... . ( TO'�x 12' LIQ DEPTH 0 T ,o
b\ / lx /`• r 1 �_I 1 1 1440 5F 13k20' ,�, . �, ♦y '��C
b1 / �'•y \ ►< i 411 11 .11. . . . .1.: �# $ 8(7 CI. .1 'T. N '1'T
` '°-'3,:‘,/"..,
3 �.,. • � .11 11 11.1 11 1��1." • `) blL... .. .' ... � 'P
. . . . 1. tea O� /
b �, .1 .: • �9s 1 .1 .1..1 . PWVATE `� (. � G
o •.'. ' .l3� ff� Aa. Arbil,. TASTING RM ® *c TOG . 4; •... . , .. OG 685 �p o �os
\\ bh •�'',..i, 'V ' . X111 1�1 Ji r, • • 13k24',312 5F 66.65 . T� •'- ••\ • :" 66• cti� G To
E *•Cs1.•., 66.3x • ►C!1�r!����1. • ♦ ♦ • �� �i bb .'.�0 . 69:E 9� .• �'o Ty e�
RM `''` i 1,.11.1,.11. • . . \ .:x'.:.• ,A5..... • _ _ o<
PRS. "- VAGY SCREENING t� ��i / ,��'Mir1 • • •• • . ► .' .'.....:.:.:. . ..:. .... . :', -1I
( � r /� < �•, e •44 -1 .316(1.4 DAR/TASTING RM . ....:..'.' .^�\
I ( ; ' SCHEDULE, ,• / ` 1,181 SF EXIStING X 6�., �-fj\ I OG 68
2) \ `
o��'.���• / \ OFFICE r1 STF • : :° b1.
13'x20 Q
i PROVIDE SCREENING ALONG ' "1.0
PLAN o ..': ,, • • A�8• .. %.q \\
1 ON PROPERTY LINE(WEST SIDE) O.,N. •, \ ' b .q ,( MEN . . .•
SEE LNDSCP SCH. SHT `•:' \ RR EXISTING . . •. 61.
q� �
( 2) ,t� ,..�/ �� . •�• /.. Ta ban "N-'-'
.;.,/� \ • , BUILDING •Q�• '�
BOG 68
PROP.DOUBLE ENTRY GATES .••..,. `U • b . Q' bli i;“. ,x,.�p 1
(TYP OF 2) • . (i)
lt($470 TES10 '' N,
'EX. ELEC. METER•• HOLE \ ` % EXISTING \ :.A. ; -be :`642. b4.a •7
��. • .0 STORAGE AREA -� �b
PROPOSED 6' \ Xbi.9 F.F.=61.93 5� ,. -� . ., Will C-
,, •_ _ . __ \. •.;. \ \ ._: IO 1.e. .
YJOOD STOCKADE \66.. Q' \ . . .
T �j� . 'X: � I 1 .• 8 •
EX. GENERATOR • � ';' \ �j� c , x /‘Q . ' io.2,. ••. 12.i- s
\ -ren °!=1.1.&111•1 •o•
1
\ - . "J' ,
\. . b95.
•
z TOC bb•. - . .o
bblb
\.
•
FARM FIELD los'
DEVELOPMENT RIGHTS TO BE TRANSFERRED ,c EXISTING HEAD WELL
N.
7 _ N
�� FARM FIELD USED FOR IRRIGATION .'' •
o
TO TEE: TOWN OF SOUTHOLD Al PURPOSES ONLY
AREA = 554,144.44 sq. ft.(12:121 OG) �o N/O/F \ I q '� MICHAEL DEMGHAK 4 If›N. 68
MARIA DEMGHAK J/ .
}}
NOTES: N. \. 'gib •
I.ALL CONCRETE GARBING,SIDEWALKS,AND DRAINAGE STRUCTURES SHALL CONFORM TO N.
PLANNING BOARD STANDARD DETAILS AND SPECIFICATIONS. \
2.TOWN OF SOUTHOLD PLANNING BOARD SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL I \
CONSTRUCTION. R8
/
3.LOCATION AND GRADES FOR CURBS AND WALKS TO BE VERIFIED WITH THE TOWN OF SOUTHOLD }
HIGHWAY DEPARTMENT,S.GD.PYJ.OR N.Y.S.D.O.T.PRIOR TO CONSTRUCTION. $.
4.ALL TRAFFIC CONTROL DEVICES,Le.SIGNALS,SIGNS,AND PAVEMENT MARKINGS SHALL BE J� �T ( A L C)J I A\
INSTALLED IN CONFORMANCE WITH THE GUIDELINES OF THE NEW YORK STATE MANUAL OF UNIFORM j'� I —
TRAFFIC CONTROL DEVICES AND AS DIRECTED BY THE TOWN OF SCUTHOLD,DIVISION OF TRAFFIC
SAFETY.
5.CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL DEVICES,LAYOUT AND
INSTALLATION WORK SHALL NOTIFY THE TOM OF SOUTHOLD DIVISION OF TRAFFIC SAFETY,48 20 10 0 20 40 60 SO
HOURS IN ADVANCE OF BEGINNING SUCH WORK ALONG A TOWN ROAD. 6RAPHIC SCALE I" = 2(
b.STOP LINE SIGHT DISTANCE SHALL BE MAINTAINED AT ALL INTERSECTION IN ACCORDANCE
WITH AASHTO REQUIREMENTS. ,
99 1.ANY SITE PLAN,ROADWAY IMPROVEMENT PLAN,AND TRAFFIC MITIGATION PLAN SHALL b8A • �,
�sr REFERENCE THE OTHER ON EACH AND ALL PLANS SUBMITTED AS PART OF THE TOTAL APPROVED
SITE PLAN APPLICATION.
�!d O�
' 4) Suffolk County Department of Health Services !'f
EN Approval for Than Single Family
-c EXISTING STORM DRAINAGE SYSTEM
A%N (2) 10'4) x 8' LIO. DEPTH Reference No.C.[O —t!)—0008m4* PI)
� u cs JNE N ( 1A( E.4 Tet-STI n)G)
general coefor/baace with Suff 1k
EXISTING AGRICULTURAL BUILDING 'B' CouDepartment of Healt>I< Services
standards, relating to water
AREA = 5,040 SOFT. supplynty and sewage disposal. Regardless of any omissions.
�p inconsistencies or lack of detail, construction is required to N I, •
T .• accordance with the attached permit conditions and applicable
64. 0) •\I' standards,unless specifically waived by the Department.This approval
'Qs `` expires 3 years from the approval ,unless extended or pr+er ewed.
EXIST.
WOODED BUILDING J 14, II I \e÷ (• C
A Date IA -Vie cd‘
e
WO/F /). p
H. NORMAN McGULLOUGH X - �1��
00,
'� o��� F =r U�(:07,
ee Inspecteted gy The •• b1.. FARM FIELD • kCo . OfHealth Services,48
WO/F MICHAEL DEMGHAK Call S52-
X),,, ° .
ililligilliallilliTo Schedule °Uf s In Advance,
. NO SURFACE WATERS WITHIN p a1(S)•
160 240 (.1341. 300 FEET OF PROPERTY LINE SCOHS APPROVAL AREA:
I" = 80'-0"
0..•:L.1 4 W U:.Lvn vM1nVI.
NO GROUNDWATER ENCOUNTERED / '��G ;. `�N
7( NFF�EY T
0 /X09
INC REQUIREMENTS: �1 ,.� 13 -
DING 'A' SITE PLAN BASED %I IT.1►•i:'`
*
BUIL i �*4_
. ,�j �.
*HOP/STORE = ON ORIGINAL SURVEY BY: r(%)0 FT GROSS FLOOR AREA NATHAN TAF i CORWIN III 40 2
!.FT /200 FT/5P = P.O. BOX Iq3 9. ��
;ES REO RIVERHEAD, NY 11901 ?�!! A`
TEL: 631-127-2090
BUILDING 'B' PATE: IO-I-I999
USE /STORAGE BLDG = SCALE: 1"=1001-0" JEFFREY T. BUTLER, P.E.
00 FT GROSS FLOOR AREA
. FT. / 1000 FT/SP = APPLICANT/OWNER: 1
S REGV MORTON BUILDINGS col O
22355 COX LANE, UNIT No.4 .,
;E5 + 5 SPACES = 33 SPACES REO'D GUTGHOGUE, NY 11935 C( I
6317 'b
34-4060 VO v -7
.ES PROVIDED Ix I --.• ll
6(2) HANDICAPPED SPACE v g O O Z LL 6
IITARY SYSTEM G 1..GU�.ATIONS: r W w Ix o
ABLE FLOW(DENSITY):
)WATER MANAGEMENT ZONE: IV > cci s a Z 1Y1. ~ z O
\BLE FLOW FOR SITE = 600 GPD/ACRE -- oo �"' ,4 f- 0 0 1 L.
LOT AREA = I3b3q AC,OPEN SPACE = 12.121 AC W
ED LOT AREA = GROSS LOT AREA - OPEN SPACE AREA = =3 < H •% $ Q <
G(ADJ LOT) = I3b3q AG(GROSS LOT) - 11.121 AG (OPEN SP) Q v p G7.a t-- M l e R
ED LOT AREA = 0.qIB,AC CLu:� v * a i
PD/AGREXO.q 18 ACRES) = 550.8 GPD ALLOWED l 0"'0 f'V
coo0Qf►
CALCULATIONS: 1i0
5 BUILDING ; 'W
'AINE TASTING' = 20 SEATS (5 GPD/OCG - D NSITY) Q
(2.5 GPD/OCG - GREY LOAD) t%1 N Z ■` s to O
'DRY STORE' = 3,300 SF. (0.03 GPD/SF) Q 0 i O N
RY (GPD) KITCHEN(GPD) a 44 t I 0 0
GPO - 100 GPO 20 0 25 6PD = 50.0 GPD O
iF a 0.04 GPD = 132 �• !J_
,93; ° NOTE CHANGE'arc I O 0
By Suffolk County ' -. , nt of , : thservices )- Z thw
V (SANITARY TOTAL) + '. c-. ,r .; _ _ = • F 141Z m �-
0
BUILDING 'A': 282..0 GPD 0 -7 QQ
6 'B';'DRY STORSE/6EN. INDUSTRIAL' (0.04 6P0/5F.) '
5F. X 0.04 6PD. = 201.6 GPD
ALL BUILDINGS = 4836 GPD I FAEE :
TANKS: LEACHING POOLS /
5PD X 2 = 961.2 GAL REQ'D 4836 GPD / 15 GPD/S.F. = 322.4 SQ.FT.
"'0x4' E.D. = 1,200 GAL. USE I-8'0x13'ED. = 325D SOFT
=Q'D FOR GONGIAL SYS) 1
GREASE TRAP:
50D 6PD
USE I-8'06' E.D. = 1500 GAL.
(MIN REQ'D FOR COMMERCIAL SYS) of 5
. s