HomeMy WebLinkAboutSutton, Alexander & Tracy 78.-9-54 HICKORY A U I
" f �° •""�' ,� ' NOs FINAL PLAT STANDARD SUBDIVISION
wq,F 14- •. 8 . AEtiV R° PREPARED FOR
2
�90, ALEXANDER L . & TRACY M . SUTTON
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NORTH Bq
SITUATED AT
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��ROAD � 3 j x� � T VACANT � I � \ `fV� , 1► �1 /� �.
'5•'5'4p+ f FOU"D ' S �� ` ► �� � �, ,-� SOUTHOLD
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SUBJECT ,� 4�g___ �a TT 6,��` TOWN OF SOUTHOLD
C/@ERS PREMISES .moi ?2 rR 16.TREE VP i � w�u�� n. 1 I • / �
O � Ee eE �
1 . , SUFFOLK COUNTY, NEW YORK
SNE O 3 7 01 �s f �R N StOCK �E OF PgyEMENr d 4' �h e� ! I • / / �a
/ 2 Nh•1a1aw; 1\ _ ,; , S . C . TAX No . 1000 - 78 - 09 - 54
I� . 00.00' AD // s�'� ` '"°°I�'� ` 1 SCALE 1 "=40'
E{y J ♦ O O ♦ ) � • Y+b � � E
R y �Q F�fwlQf�j ;x r y ° I `�� JUNE 159 2007
Eos R°qo °� : �4• N l / \ qr£Q `� S 72.18 „ I �W \ \ e. �+�� JANUARY 21 , 2008 REVISED AS PER PLANNING BOARD COMMENTS
// SEE \\ P 4 1 S0 41Q f l I %./ ��®'' ;�E MAY 12, 2008 ADDED ENVIORNMENTAL RESOURCES NOTES
KEY MAP % 4 eR,� l `�- ► S FOUND ` 4S I •i•4i �` t
Q S• \ kWALK �� _,, srf w°°p a : 1
JANUARY ARCH 02058 2009DREVISED NOTES
WATER MAIN OCATION
°'6" . `��'.4 / TEST HOLE DATA MARCH 17, 2010 REVISE PROPOSED LOT SIZES
� \ woo° l o/ � " _ " 9��� 1 �!�
SCALE 1 "=600' vo �� 1 Q X �E� ° - AUGUST 31 2010 REVISE PROPOSED LOTS & BUILDING ENVELOPE
�a \ ESSPOOC 0 / \ \ N�2 1Q•fa� \ TEST HOLE DUG ON MAY 23, 2007 BY McDONALD GEOSCIENCE
RooF (o l I ► p l / \ w FEBRUARY 29, 2012 REVISE TO SHOW NEW WATER LINE AND ADDITIONAL ADJACENT WELLS
R4IN/ a , p / / /\ .50 I / EL. 44.1' 0.
° I P°RC \ a I 8 �• / \ MAY 8, 2012 REVISE TO SHOW WATER EASEMENT NEW WATER LINE TO LOT 2
V I 0 36• , N C r� 3 O / � _� b MIXED SAND AND LOAM SEPTEMBER 3, 2014 REVISED AS PER PLANNING BOARD COMMENTS OF 08/22/2014
4°�„� Nb�• �� ON��fNEy '0 4 o gNKC j �'� hoh. ��..`"�. �� 1 DECEMBER 3, 2014 REVISED NOTES
. . . . . . .
I 141C ° � L o 41
/ APRIL 9, 2016 ADD 20 BUFFER & TREE NOTES
O'Ct• '~ 2� / UN�r-� 2 sr, ,� I n \ �v� / //--`♦ BROWN CLAYEY SAND SC
40�� 1 0°�° •%, CEc HpUsf �YGA AMf 3Z.a y` i �`� TOTAL LOT AREA = 79,291 s q. f t.
t., N **rf°-y^ sr.. ��vQ�y \ �0 ; ENrRyNUe RooFOCRs' RAGE l i \ - / • � / t /
l / 6. 1 .820 ac.
!/ i t. { "" • \O��^o \\ ':
w
wOpD �0 P°RC INV 1 _ / 'd 1 I ' I!�
�fi'S rA�ONC 1 U / °+ •a
PALE BROWN FINE SAND SP
OMS• \\ 4.7-
LOT
.T / y •'
g� �`�Q / 1e• LOT 1 \PROANE 1 CO' �' / !'' q�' ��'R 1;+\ GENERAL NOTES:
T +� p..:
�•^ �•• �^ ,f ,•� A�^�4�0�" 49 291 s ft. r"k i 1 �� / °••'' 1. ELEVATIONS SHOWN THUS:x50.0 ARE REFERENCED TO TOPOGRAPHICAL MAP OF FIVE EASTERN TOWNS DATUM.
(O"" q� \ B�' / t* b NE 11� 1. CONTOURS SHOWN THUS:---,50 ----ARE SCALED FROM TOPOGRAPHICAL MAP OF FIVE EASTERN TOWNS.
1.131 ac.
2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS.
2°= p 4AWA, FR0 \ / \ / KEY MAP PALE BROWN SILTY SAND SM 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP
�O i �sOSfQ WN ,Y YgR�T \ // e \l I �� 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA.
s -•^, �,,.. / I » > :...: u 1 POOL; 12' DEEP, 8' dia.
)RING CIMIrs 36'knl_ ', , o / 1 SCALE 1 = 100
PROPOSED EXPANSION POOL
� o I � \ Sh SME !y i �° / ` �,,•
S PALE BROWN FINE SAND SP
h FOR 1RRIGTI"G ►yElL \ ^?1 ,' I S `<:;�: ® PROPOSED LEACHING POOL
N X2,1 Zc 1 AT/ON pURP08E3 USED ,? TYPICAL PL 0 T PLAN
O \ 8 10 W �� ONLY . --------- �4 rT��•�' (NOT TO SCALE) ® PROPOSED SEPTIC TANK
20• 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD
V \ \ \ ► Af`��'S+ PROPERTY LINE PROPERTY LINE NO WATER ENCOUNTERED OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS.
_ v a3 \ �� \ �` \ ► ARo 5. THIS PROPERTY IS IN ZONE R-40
<v I `o ? 6. THERE ARE NO BLUFFS OR WETLANDS AFFECTING THIS PROPERTY.
_
3 rs0' I ' \ \ 1 yLL 7. THIS PROPERTY IS NOT INCLUDED WITHIN ANY AQUIFER RECHARGE, SPECIAL MUNICIPAL
• c THIS SUBDIVISION WILL APPEAR IN
\ 1 4i WATER SUPPLY OR GROUNDWATER PROTECTION AREAS.
JUN 13101 ro +�� I / �\ I\ y Q 200.0()"%", DISTRICT 1000 SECTION 78 BLOCK 09
8. THERE ARE NO ARCHEOLOGICAL OR CRITICAL ENVIRONMENTAL SITES AN THIS PROPERTY.
(� tCIL• 5th Qh eE PRfsf SEE I � �\ rs0, 90.TT E SOIL
JUN
TYPES ON THIS PROPERTY IS IN FLOOD ZONE X AREEAS DETERMIED TO BE OUTSIDE 500-YEAR FLOODPLAIN).
° RdB (RIVERHEAD SANDY LOAM, 3 TO 8 PERCENT SLOPES)
L n.r rel!.--» e t.• .r / I eUICQ/ i \ THE EXISTENCE OF RIGHT OF WAYS RdC (RIVERHEAD SANDY LOAM, 8 TO 15 PERCENT SLOPES)
Circ .f4 d. . 0!_ILCV t,aTY 1 f NG Q LOT 2 LOT 1 AND/OR EASEMENTS OF RECORD, IF
� \ � I / 11. THE RIGHT OF WAY IS SUBJECT TO DEEDED RIGHTS OF ACCESS FROM REYDON HEIGHTS SUBDIVISION.
�� \\ / LOT 2 ' I C�fgRINROpOS ppE FRONT k'
r I w ANY, NOT SHOWN ARE NOT GUARANTEED.
i 30 000 s ft. 108 000 G LIMITQ / RQ I ~h° I �' LANDSCAPE NOTE:
,h WO o \ 0.689 ac. ► s9' f. S t, q v� THE REQUIRED FRONT YARD, EXCEPT FOR THE AREA OF THE DRIVEWAY,
ODED / t� �� cn tiyJ� I HEREBY CERTIFY THAT THIS MAP WAS MADE SHALL BE LANDSCAPED WITH GRASS OR OTHER SUITABLE GROUND COVER,
?.TREE 1 ,' ► / �' ��(y� BY US FROM ACTUAL SURVEYS COMPLETED TREES AND/OR SCRUBS.
I
SCgly w o 3`" JUNE 15, 2007 AND THAT ALL CONCRETE
p.
�/h RFgR ; ► N MD'i O �Q� MONUMENTS SHOWN THUS: ■ HEREON CLEARING CALCULATION:
02 YgRO ?� ?s• 1 '� ,� C�; 3� BUILDING BUILDING ACTUALLY EXIST AND THEIR POSITIONS ARE PURSUANT TO SECTION 240-49 (CLEARING) OF THE TOWN OF SOUTHOLD CODE
1T9 �eE .Fo° ► v� ; .Q �,Q CORRECTLY SHOWN AND ALL DIMENSIONAL LOT I
Oca °JSI I �,Fgrc II '� °� oda $ AND GEODETIC DETAILS ARE CORRECT. ALLOWABLE CLEARING PERMITED IS 24,645 sq. ft. �50% OF TOTAL LOT AREA)
�, a I ♦ G� , o EXISTING LOT CLEARING IS 32,180 sq. ft. OR 65.3/ OF TOTAL LOT AREA
o� v S o NNf v s�5 / 1 ! 4P�'V, I ^41") ti o LOT 2
°4k POST ` I ♦�♦� / , V
1 Z o 2 o ALLOWABLE CLEARING PERMITED IS 18,000 sq. ft. �60% OF TOTAL LOT AREA)
ee �aIC / �'-- ------ EXISTING LOT CLEARING IS 10,500 sq. ft. OR 35.0/ OF TOTAL LOT AREA
- ---- \ A SEPTIC � SEPTIC BY
\ �/ / r0 6E pR18•INI-11
\ TANK TANK THIS IS TO CERTIFY THE SUBDIVISION PLAN HAS BEEN APPROVED
'' \ es, INI-E I 3 \ m I so CP. m I �� (P. BY THE PLANNING BOARD OF THE TOWN OF SOUTHOLD BY RESOLUTION FIRE DISTRICT - SOUTHOLD
I �0 I \ °I = 10' MIN. in • 10' MIN. OF APPROVAL DATED SCHOOL DISTRICT - SOUTHOLD
U� LEACHING m LEACHING
POOL
POOL A FENC ► £�l POST OFFICE DISTRICT - SOUTHOLD
yob tv
O s.9•NE i °�// \ m 50% EXPANSION
POOL z m 509 EXPAPOOL Z
1
/3 _ OWNER AND APPLICANT:
\X55 �� I C0"�FM 1V �G' o \O ROAD ROAD
BARBA .Vj% � 200.00 1 40.5 CHAIRMAN PLANNING BOARD ALEXANDER L. AND TRACY M. SUTTON
150 ✓ ,�cU °RAgy �2 1 160 NORTH BAYVIEW EXTENSION
WELL USES I)WtLONG C"zz'z r l fie°� At P.O. BOX 1062 _. ... ._
y SOUTHOLD, NY 11971
I•,. _....._.,.- - _ .. .. .. � � /�� j BCI p WATER ,hQ �/ ,/ °y 3 �.,,._ �� , ,.�!, ...,v-" ..r•1 �, t 4 tti.. ...�,._s ^-'--�+.,..-...K,.. ,..,.,,..,.. . .... . .- .. ..,.._.,•-,a...
Cb (0 / 3 TYPICAL SEWAGE DISPOSAL SYSTEM � P�r - �- �.
►„__ -_ . . _,...,_ _. . _.. ..'.- _...-._ �ti��/ ( ) t, _. . 2AzzP" OLpI �oco,2g2Z �- oy �^ _,. F. -°.•.. • •.
NOTTO SCALE t 1 e
r �Ocol °'` •s.4- f I '
HOUSE -.... ......._...� _i ° l0 2 .• V`A-v�2g 2
Q!_ � �, 4'TDEEP Umax. FINISHED GRADE �CLCSS A�7 fL�c 1✓m1✓(\J7- P,I G F}T-O F-W/�� ..�., 3-r, �$�,.......�..w. l...
'� PRECAST REINFORCED CONCRETE COVERFINISH GRADE [ �¢
/j-24"dia, LOCKING, WATERT1GHi do MSECT PROOF
ryQBURIED 1' DEEP min. 2' DEEP max. CAST IRON COVER TO GRADE This IS t0 certify, based upon an evaluation of the sewage system(s),
R E /'T 3r ` / •�S pv MIN. 4• dia. �x 6 the existingbuildin n lot 1, that the appear to be functioning
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 1z)e 3 S APPROVED PIPE 20'min. D•mia• MIN. 4' dia. 1 a 1•- 20" g Y PP g
'9Y '�`Q• n' APPROVED PIPE N E -E !`-k
HAUPPAUGE, N.Y. Th,� �r/�j� /���` W a� O // ��h PITCHED 1 4' 1' INLIT_ PITCHED 1/8'/1' prope y be adeq Ot t0 serve the existing use of the building.
W v h/ \�\�O 2 � INVERi °;°; INVERT
AL �� S 4 �� 3� 3• FLOW : (ti OF
i
Date r. -t .. I., LL � /I/i 682 j' ryh i � 3�vJo�, eATFLE orroM G'� r0'P4Lic. No.011
50467
i 5
1 W8. Joseph chetti, E
7. 0�6License 0525102C
SIDE WALL AREA
SEPTIC TANK (1) `v LEACHING POOL
This is to certify that the propos Realty Subdivision or Development �0 1 1. MINIMUM SEPTIC TANK CAPACITIES IS 1,000 GALLONS. f`r Nathan Taf Corwin
1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP
for Alcxalyd•cr_ {... �- 1►'�QGt/ M • S �-OI' in the � pUBC/C 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. �3' min '� C:5c=T`
approved d n the above date. Water Supplies Sewage a Dst was osal �"3 COLLAR
PUBC/C Ui W WATER Mq/ 3 AL WALLS,WALL NBOTTOM AND TOP SHAESS SHALL BE A LL CONTAINUM OF 'REINFORCING TOA TOP RESISTAN APPLIEDTFORCE OF 300 psf.OM THICKNESS OF 4• AST I hereby certify that the water supply(s) and/Or sewn 1spo t' system for this project
PP PP 9 P Q W /� PRECAST CONC. were designed y Land Surveyor
Facilities must conform to construction standards in effect at the tirme 3 �/� J 4TE \ 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. gned by me or under my direction for lot #2 BaseQ upon a careful and thoroughof construction and are subject to separate permits pursuant to those V /� y �/� R /N w 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF tt/4' 6' MINIMUM PENETRATION stud O the s0 , Site and groundwater conditions, all lots aS proposed, conform t0 the Suffolk
v <j TRE ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. INTO A VIRGIN STRATA
standards. This approval shall with
valid only t the realty subdivision J0 [� 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 3 /-GROUNDWATER OF SAND AND GRAVEL County D art nt f Health Services construction standards In effect as of this date.
development map 1s duly filed with the County Clerk within one year Q � � \ BACK FILL MATERIAL TO BE _
of this date. Consent is hereby given for the filing of this map on CLEAN SAND AND GRAVEL
which this endorsement appears in the Office of the County Clerk in � T
accordance with the provisions of the Public Health Law and the Q A� \/ -""� Successor To: Stanley J. Isaksen, Jr. L.S.
Suffolk County Sanitary Code. � r j ��' r'�` Joseph A. In e no L.S.
LEACHING POOL I II,• P 9 9
V 1. MINIMUM LEACHING SYSTEM IS 300 s ft SIDEWALL AREA. JOsep Fischetti, FIE
{�
4 1 POOL; 12' DEEP, 8' dia. 9 License No. 052510 I`` Title Surveys - Subdivisions - Site Plans - Construction Layout
4J O 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL)
LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. { PHONE (631)727-2090 FOX (631)727-1727
^f 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL).
f ,• _-. q ! 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. - ;
OFFICES LOCATED AT MAILING ADDRESS
5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED.
Director, Division of Environmental Quality 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. E 1586 Main Road P.O. Box 16
ALI Jamesport, New York 11947 Jamesport, New York 11947
27-166I