HomeMy WebLinkAboutBittner, Jackiei-,
ELIZABETH A. NEVILLE, MMC
TOWN CLERK
REGISTRAR OF VITAL STATISTICS
MARRIAGE OFFICER
RECORDS MANAGEMENT OFFICER
FREEDOM OF INFORMATION OFFICER
Town Hall, 53095 Main Road
P.O. Box 1179
Southold, New York 11971
Fax (631) 765-6145
Telephone (631) 765-1800
www.southoldtownny.gov
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
TO: Southold Town Building Department
FROM: Sabrina Born, Southold Town Clerk's Office
DATED: May 18, 2015
RE: Cesspool Construction Application
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MAY 1 9 2015 (�
f3d)CI UP[
Transmitted herewith is a copy of application No. 4317 for a Cesspool/Septic Tank Construction
- --_P_ermit-submitted-by:- - - - - ---- --- _— ---- -- ---- --- --- -- — - - -
Sivas Liu, Architect for Jackie Bittner
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 V
DISAPPROVE
Comments: Final approval required from the Suffolk County Health Department
Signature
�l
Dated
809 Maple Lane
Southold, NY
1000-64-01-31 a
AREA= 39,016 SQ., F'T.
(to tie lines)
FLOOD ZONE LINES FROM FIRM MAP NO. 3610JC0158H
REVISED SEPTEMBER 25, 2009.
ELEVATIONS AND CONTOUR LINE ARE REFERENCED ...T.O NG VD.
■ = MONUMENT
= WETLAND FLAG. LANDWARD EDGE OF TIDAL WETLANDS
DELINEATED BY SUFFOLK ENVIRONMENTAL CONSULTING, INC "
ON SEPT. 19, 2013
TEST HOLE @ ELEV. 1 1
2/27/14
BY MCDONALD GEOSCIENCE
ELEV I,
ELEV 1 O 1 1 MIXED SAND AND LOAM
FLEV 7 BROWN SANDY CLAY CL.
PALE BROWN FINE TO
10.4' ELEV 0.6 MEDIUM SAND SP
2 STORY ADDTON
Q
. CONVERGARAGETO \�'�"GJ/
LIVING AREA
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MAINTAIN amt
1 ODO WL TANK
OWANCE TO
WATER IN PALE BROWN FINE TO
17' 1 MEDIUM SAND SP
Ef:T
SEPTIC SYSTEM
%C( 0/Y
5' M NNF SLAB
WATER ENCOUNTERED 10.41 BELOW
A
At,
W
SURFACE
B' MIN. LFAGlINJ6 POOLE
DWELLING WITH IN 1 5O' OF SEPTIC
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(3)8 X41
SYSTEM ARE CONNECTED TO CITY
PROVIDE
WATER
DEEP LEACHM
LEACHING POOLT'O BE
SPACE F
FUTURE
5'-0" MIN. TO PROPERTY UNE
10'MIN. TO WATER UNE
/
1 O, MIN. TO ALL STRUCTURE
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20, MIN. TO STORM DRAIN
f
/
20'M IN. TO SWIMMING POOL
/
e' MIN TO SEPTIC TANK
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ADDITION
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OWANCE TO
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SEPTIC SYSTEM
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5' M NNF SLAB
A�R�IXJRN�
A
At,
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B' MIN. LFAGlINJ6 POOLE
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(3)8 X41
PROVIDE
DEEP LEACHM
SPACE F
FUTURE
��
POOL
e' NBL BETWEEN
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CROSSOVM
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ry-0� r
1 /2 wAY Dowty
23'40'
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ACCORDING
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REGULATION
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?tit re ui.rcme Tit t11iaYti't
L as proof:
IOIAWAYFI 1 fiE R
10'AWAY rm \V\
WATER UNE mo 201
AWAY FROM �
SYSTEM
DRY
TOTYP1
YP
4
tie Llne-1 /
S57-091 00 ly WS47-18'25"W
86.30' 39.25'
T O
TOWN
SUFFOLK ICOilrlt + EPARTMEk"IPOF Hmvi S1~Ii ces
2
PERMIT FOR APPROVAL O%QNSTR CAAION FOR A
CIMGi,EY 3 DI RL iDai�EF. C�NLy
DATEil./q
(' ,r w No, �11 /
APPROVEa C.•t L -t _ '
FOR MAXIMUM OF(� �
la D 12 f50m s
EXPIRES THREE YEARS FROM CTAT E t 0. r
CREEK
r1--), Site Plan
SCALE:11- 4U -(r
7
FRiE HmRAnr
LOCATCD
�„
S37� 47.93'
Min. 4" dia. class 2400 Min. 4" dia. class 2400
pipe or equivalent pipe or equivalent
Pitched 1/8" per ft. min. Pitched 1/4' per fl. min.
\ � GRADE D
0
0 0 0 o v o 0 0 0 o EL
'-Q� a °o e� o e nonose eo a
4
t*) 0 Install (1)-1,000 gallon reinforced conal leaching rings precast conc. septic tank
Install (3)-8' din, x4' high precast
_ WATER LEVEL
ELEVO.6
_%� Proposed Sewage Disposal System Profile (NTS)
REDE I :1 NOTES:
1. THE WASTE LINES FROM THE SEPTIC TANK SHOULD ENTER THE DISTRIBUTION RINGS AS HIGH AS POSSIBLE
MAY
qppg"" 2. USE CROSS OVER PIPES BETWEEN THE RINGS
diflgq pf
CROSSOVER PIPES ARETO BE STRAIGHT 4" DIA. PVC SDR 35, WTTHOUr"T"
888"`LLA 8 AND MUST BE LEVEL, 1 1 /2' ABOVE THE BOTTOM OF THE LEACHING RINGS
�.• c (y(� 3. BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL..
,''I" F' 00. HEALTH S R Sy CE,9 4. SLABS SHALL BE 12" MIN. BELOW GRADE. SOLID CONCRETE COVER SHALL BE BETWEEN 6" Tb 12" BELOW GRADE
031".M[ -,�;V :1 E r ATER ffiff1
Iti. s!."'i";� ! "�N°�, � 5. BOTTOM OF TOOTS SHALL. BE MINIMUM OF 3' ABOVE HIGH SEASONAL GROUNDWATER
3 yCc-1
Q
X " I
MNwM.
ED ARC
Q
i
�030253
FOF NE`j'I�
DWELLING
Bittner
.R E S T D E N C E
809 Maple Lane
Southold, N.Y.
Siyu Liu Architect
40 Long Pond Road
Wading Riva, NY 11792
631 929 0480
Siyuliu.architect@gmail.com
Title
Site Plan
Date MarctL 20, 2014
scale 11= 40'-0'
R E V IS 1 0 N S
No. Date Descdpdon
1. 5/20/14 PER SCHS
Z
0
T
C)
Z
IZ
�
l�
O —A
�„
S37� 47.93'
Min. 4" dia. class 2400 Min. 4" dia. class 2400
pipe or equivalent pipe or equivalent
Pitched 1/8" per ft. min. Pitched 1/4' per fl. min.
\ � GRADE D
0
0 0 0 o v o 0 0 0 o EL
'-Q� a °o e� o e nonose eo a
4
t*) 0 Install (1)-1,000 gallon reinforced conal leaching rings precast conc. septic tank
Install (3)-8' din, x4' high precast
_ WATER LEVEL
ELEVO.6
_%� Proposed Sewage Disposal System Profile (NTS)
REDE I :1 NOTES:
1. THE WASTE LINES FROM THE SEPTIC TANK SHOULD ENTER THE DISTRIBUTION RINGS AS HIGH AS POSSIBLE
MAY
qppg"" 2. USE CROSS OVER PIPES BETWEEN THE RINGS
diflgq pf
CROSSOVER PIPES ARETO BE STRAIGHT 4" DIA. PVC SDR 35, WTTHOUr"T"
888"`LLA 8 AND MUST BE LEVEL, 1 1 /2' ABOVE THE BOTTOM OF THE LEACHING RINGS
�.• c (y(� 3. BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL..
,''I" F' 00. HEALTH S R Sy CE,9 4. SLABS SHALL BE 12" MIN. BELOW GRADE. SOLID CONCRETE COVER SHALL BE BETWEEN 6" Tb 12" BELOW GRADE
031".M[ -,�;V :1 E r ATER ffiff1
Iti. s!."'i";� ! "�N°�, � 5. BOTTOM OF TOOTS SHALL. BE MINIMUM OF 3' ABOVE HIGH SEASONAL GROUNDWATER
3 yCc-1
Q
X " I
MNwM.
ED ARC
Q
i
�030253
FOF NE`j'I�
DWELLING
Bittner
.R E S T D E N C E
809 Maple Lane
Southold, N.Y.
Siyu Liu Architect
40 Long Pond Road
Wading Riva, NY 11792
631 929 0480
Siyuliu.architect@gmail.com
Title
Site Plan
Date MarctL 20, 2014
scale 11= 40'-0'
R E V IS 1 0 N S
No. Date Descdpdon
1. 5/20/14 PER SCHS