HomeMy WebLinkAboutWexler, Allan & Ellen LOT1RBBINS,paB
PROPOSED SEPTIC SYSTEM DETAIL \ /
(NOT TO SCALE) 1/
HOUSE TOP BURIED
F.R_M 4' DEEP ma°. FINISHED CRAGS
SLEW 1I.V FINISH GRACE
PRECAST REINFORCED CONCRETE COVER 24'dm. LOCKING, WATEMIGHT h INSECT PROOF ElEV.]➢.3'
BURIED 1' DEEP min. 2- DEEP mos. GST IRON COVER TO GRADE
DISTRIBUTION POOL rwe
APPROVED PIPE 2D•mm.-I 2o•min. MIN. 4• ma. A TOP EL s 3' OF A 3 POOL SYSTEM
MCHED 1 4. V TOP GEV tat' APPROVED PIPE
PRCHED 1/8-/1'
S CLEAN
IMY
EL -- 3� o SWD p
COLLAR L
INVEST2CL
B3' EIEV 5.L' m ' m IE"'�LEVm.L.E ' ' ea SUBJECT
3 m ROW BAFFLE
a
NOF`" "A'�""xaw PREMISES
GROUND WATER H °
BOTTGM - Sul Jul
LLIV yg g
SEPTIC TANK (11 g
CT
1. MINIMUM SEPTIC TANK CNPACIRES FOR A 1 TO 4 BEDROOM HOUSE IS 1,GDO GALLONS.
1 TANK: G' LONG. AVE WIDE, M COMPRESSIVE DEEP r
2 CONCRETE SHAM H/,VE A MINIMUM A Top THIRD OF 3,000 pM AT 20 OATS.
3. WALL THICKNESS SHALL BE A MINIMUM OF 3•, A TOP THICKNESS OF fi' AND A BOTNM THICKNESS OF 4'. LEACHING POOLS (31 dyw ICS,
ALL WALLS, BOTTOM AND TOP SHALL CONTAIN RBNFORCING M RESIST AN APPUED FORCE OF 300 sof 1 MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 ad, H SIDEVIALL AREA
4. ALL JOINTS SHALL BE SEMFD SO THAT THE TANK IS WATERTIGHT. 3 POOLS: 4' DEEP, 8• dia.
5. THE SEPTIC TANK SHLLL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAY TOLERANCE OF 31/4•J p LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST RDNFORCED CONCRETE (OR EQUAL) 11
ON A MINIMUM ]• THICK BED OF COMPACTED SAND OR PG GMVEL O
LEACHING STRUCTURES, Soup COMES AND/OR SIABS.
6. A 10' m,n. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHAU_ BE MAINTAINED 3 AU_ COVERS SHALL BE OF PRECAST RBNFORCED CONCRETE (OR EQUAL).
4 A 10' min, DISTANCE BETWEEN LEACHING PO015 AND WATER UNE SHALL BE MAINTAINED. @
5. AN A' San. DISTANCE BETWEEN ALL LEACHING POOIS SHALL BE MAINTAINED.
I hereby certify that the water supply(s) and/or sewage disposal system(s) for this project S. AN 8' m,n. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. W 6
were designed by me or under my direction. Based upon a careful and thorough study of
the soil, site and groundwater conditions, all lots, as proposed, conform to the Suffolk County
Department of Health Services construe ' tan COME; in effect as of this date. Q
OED A,gC,H > �
KEY MAP mw BEACH R
/ISE ENTO� /T�, '%Prt
SCALE 1,046,0WI P
0
(Nor To SCALE)
TYPICAL PLOT PLAN
5 r v ' •:,} 'k•_J JIB/'� / h
. N
PROPERTY UNE RIIII �uN , o zoos STANDARD SUBDIVISION
FOR THE PROPERTY OF
s. `aNw Sas I 1 1
ywO� ANY, NO O T5" 'J.ammr:ItlRBBoa'rd
l f
,
_ .. . LLAN 8ELLEN VEXLER
9 9NNAROROD� , Lori,
, ENEFOT GUARANTEED.
SITUATED AT
cwH' 1 /ABAYVIEW
SN l / / l i rl �r I '' a Ds 'W' u HEREBY CERTIFY THAT THIS MAP WAS MADE
W 1 .k':'..: / / / 7 / / / / / W0 BY US FROM ACTUAL SURVEYS COMPLETED
N�A7, 'V .• vR�a /V x ° V %j% i i %l HOUSE SEPTEMBER 12, 2001 AND THAT ALL CONCRETE TOWN OF
SOUTHOLD
MONUMENTS SHOWN THUS: ■ HEREON
ACTUALLY EXIST AND THEIR POSITIONS ARE SUFFOLK COUNTY NEW YORK
COR�. ANDRECTLY SHOWN AND GEODETIC DETAILS ARE CORRECT. f
a � 1 �"/ wEa A SEPT,oAS.C. TAX No. 1000-79-08- 18. 1
-�:u.4.a / m
root '' tic n '' i - �� ° �' .' %�k`/,° ,^� ' ' 3i �'', �Do z91 f /' SCALE 1 "=50'
P4� TIN m By
THIS IS TO CERTIFY
,�5 CERTIFY THE SUBDIVISION PLAN HAS BEEN APPROVED SEPTEMBER 12, 2001
�
°•I
fl BY THE PLANNING BOARD OF THE TOWN OF SOUTHOLD BY RESOLUTION
°drA `' �4`M'IMIN MIN.
� ,;_\ �. I,,,,.�r-�� I � _ JANUARY 10, 2002 ADDED TOPOGRAPHICAL SURVEY
,W,y of APPROVAL DATED APRIL 9, 2003 ADDED PROPOSED GARAGE
N
°jse
" SEPTEMBER 11 , 2006 SUBDIVISION
rieu,
TEST HOLE DATA
T I -'•f'' _�"� ;/ �'z �-'''�� _ / N\ ' a ? Y;" I ,zz df'�" awo NOVEMBER 22, 2006 ADDED PROPOSED SEPTIC SYSTEM ON LOT 2
„ m _ I'�3� _ ' 1 I,� (TEST HOLE DUG BY MN,OONALO GEOSCIENCF ON AUGUST 23, 2006) MARCH 6, 2007 REVISED TO STANDARD SUBDIVISION
, / / ' it ``I \`` / a DARK ex0wx CAN OF
CHAIRMAN PLANNING BOARD EMBER FEBRUARY 015, 2008 REVISED
AS PER PLANING ADDED NEW SEPTIC BOARDTE LETTER
we�. --_ i TEM
yvM .TT-- A fj.au \. BVF j_ X20', __�,t-`vs / r yt aAa z ns' NOTE : :nr :-
\ 6� /
'Ai -- `y /- _ r / ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM -
`� SC /1 _ .�___ ' / y PAIS BROW" SILT ML
� -{ /_ - {alta ul � � EXISTING ELEVATIONS ARE SHOWN THUS: �Oa
XA r A. ' `Gr�j� / 1°�""�° 3' EXISTING CONTOUR LINES ARE SHOWN THUS - --10-------
p�/ ----- LOT "2 ,A "A0' 00 2. U.S.D.A. SOIL CONSERVATION SERVICE SOIL TYPE CLASSIFICATION: 1`
t / p, ��-� / ME - PLYMOaM LUWY SAxD. 3 To a PERCENT SIISPL3
aT4' : .\`" 5D `�• ��lC] -_. .J13 W_ ' g _ 2p• 100' AL \T'I io Z BROW"SW"u BeCpE - Cal ANa TiruoUm SANDS. 15 TO se wrcBrt Sul f• �
oo9E0 i q4\ AREA DATA
n .�. . t\ _ ]. / �___ Cu. /',- __-__ ° .�1 V RdB - RNFIIXFAD swm L0n, 3roePERcwr MOPE -
m m 1 ... ,Ta•DEN:s',i' /`. fs q' 83,452 sq. ft.
§ 3. (FLOOD ZONE INFORMATION TAKEN FROM: PARCEL 1 Tr'
_ \ / . ,zv ,JL. 1.916 Co.
I EL t e• FLOOD INSURANCE RATE MAP No. 36103CO167 G
LOT 7 / \NN O ti 103 ZONE AE: BASE FLOOD ELEVATIONS DETERMINED
° / /^ I' \ / I "004 ZONE %A: AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE PARCEL 2 83,452 sq. ft.
;9{ W�^ �I ', 1°�°/ �`Y - ' -1.0 + N I 'y3 ` I DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1.916 GO.
as.\ 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD,
`1 CIA,). v Y- N �� II II \ '� ' '.L3 I m r ZONE AE (EL 8) v,M�eeawx FIHE sx ZONE %: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. 166,904 sq. ft.
N j \ WI. TO COURSE YND TOTAL
Q O `� r �,' ,/ ' -� ZONE % o ;MOsI� 4. ZONING USE DISTRICT: AGRICULTURE CONSERVATION AC" 3.832 ac.
a`x0 O� N AI N .1eIN �_ pR/ \' ' �' __- `N 3 3'LL 5. 7HE EXISTING SEPTIC SYSTEM ON LOT 2 SHALL BE PUMPED CLEAN AND
O II II 6• l WCIPgL BU '- /•' -_I- � (REMOVED AS PER S.C.D.H.S. STANDARDS.
6. THE MAXIMUM PERMISSIBLE CLEARING OF LOT 1 IS 35% OF LOT AREA AS
ENVELOP / 1T, [DEFINED IN SECTION 240-49C OF THE TOWN CODE. OWNER AND APPLICANT:
PROPOSED i T-� E .' .°'f II WEN a '�`' 7. AHE FINAL PLAT HAS BEEN ADOPTED PURSUANT TO THE TERMS OF AMENDED CHAPTER 240, ALLAN & ELLEN WEXLER
NOTE wolT OFIC SARIN - I \ I \ SUBDIVISION OF LAND, EFFECTIVE AUGUST 24, 2004. 10900 NORT ROAD
I ,'- 8. A DECLARATION OF COVENANTS AND RESTRICTIONS HAS BEEN FILED IN THE COUNTY CLERK'S
N 1 %/ IN I I �_J I `. %II (OFFICE WHICH AFFECTS THIS SUBDIVISION AND THE PROPERTIES WITHIN. SOUTHOLD 971
33° \ PRINCIPAL5 �1A 110 ' Q�
119" \
v \ €NVELopE BUILO/NGyy I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES COVENANTS AND RESTRICTIONS: P R
CO ° IW ' HAUPPAUGE, N.Y.
1. LOT 1 IS SUBJECT TO A 50' WIDE VEGETATED SCENIC BUFFER ALONG NORTH BAYVIEW ROAD {• a y L
AS SHOWN ON THE FINAL PLAT. THERE SHALL BE NO CLEARING, GRADING OR GROUND
�1 I DISTURBANCE OF ANY KIND WITHIN THE SCENIC BUFFER WITH THE EXCEPTION OF 12' WIDE _
FEB 2 2 2008
m ,� DRIVEWAY AND THE TRAIL EASEMENT. -n
as N,/ \ IST Data 2. ALL DRIVEWAY SHALL BE CONSTRUCTED OF PERVIOUS MATERIALS. O 5 F
116 31 #FILE[ NOW - y� _----- o n NN M 3. ALL STRUCTURES WITH IMPERVIOUS MATERIALS SHALL CONTROL AND RETAIN SURFACE WATER FDS 0467 �0
I RUNOFF TIHROUGH THE USE OF GUTTERS, LEADERS AND SUBSURFACE DRYWELLS. F No. 50467
3�6• s° A )2,92, , \ ,� 4. LANDSCAPING OF ANY OR ALL OF THE LOTS SHALL CONSIST OF NATIVE, DISEASE - RESISTANT .,
16 2 2 7
ILL No WO N\ , - \ AND DROUGHT - TOLERANT PLANTS.
a 5. THE RESIDENTIAL APPLICATION OF SYNTHETIC FERTILIZERS AND PESTICIDES IS PROHIBITED ON
2 2��8 OOED _ �,�� 1 RdO� Thle �, }O1 Hi that t Cpoaed Raalty 5 bdlvIdon or Development 6. EACH
HOT AS UTILITIES SHOW BE LOCATEDUNDERGROUND.MAP.
FILED J U N v ZI° w , Gp far is Ce " i c L, w<x9 [ n theALL
nvA t, with a total of Is of was Nathan Taft Corwin III
'! DE+ A'/O/7p ` 24,�4 AN approve on the above coo Woter Supplies and sewage Disposal
('AZOP,y�,NT AUp¢-+ I NN° °^1 FfdlonsWetlon must conformtotsublectt olio separates 1, affect permits pursuant toetime
those
MED CO$P Pv standards his approval shall wi valid ly If the malty in one
APPitOVED BY Land Surveyor
4 1=p of this
date mop Is duly filed with the County Clark of this
Bona year
AOa, Flw
which sthlst endorsement appea. Consent is rs Inven for the OfRceeof lthe County Clark In ,a�
I'l accordance with the provisions of the Public Health Law and the Y�..M1� pt�t PLANNING+ BOARD
JUN 24 Suffolk County Sanitary Cade, U°•' �'�ResvlaU '6
10., RAa �y toen S, ppGE,�" TOWN OF SOdJTHOLD
/ Title Surveys - Subdivisions - Site Plans - Construction Layout
,A 5'
�fI�tlIZQDIF�WgFiOIIKQI§LWOIIT}f a tat DATE X119 dr- PHONE (631)727-2090 Fax (631)727-1727
Vito A. Mlnai, P E.
Olreator, Diwoon of Environmental Quality I OFFICES LOCATED AT MAILING ADDRESS
abs 322 ROANOKE AVENUE P.O. Box 1931
RIVERHEAD, New York 11901 Riverhead, New York 11901-0965
01 _AAau