HomeMy WebLinkAboutNoone, Margaret & Thomas T10 wD
DRAINAGE SYSTEM CALCULATIONS:
PARBT 5NsOF fDRIVEOWAY AND GARAGE
ftAREA: 895 sq. ff. TYPICAL PLOT PLANS STANDARD SUBDIVISION FINAL PLAT
152 cu. ft. / 42.2 = 4 vertical ft. of 8' dia. leaching pool required 1 115 FILE. No, PREPARED FOR
PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOLS (NOT RT SCALE) MARGARET A. & THOMAS E . N 0 0 NE
PPROPERTY LINE HOUSE AREA: 997 .1 ft. , SITUA TE997 sq. ft. X 0.17 = 170 cu. ft. �- �
170 cu. ft. / 42.2 = 4 vertical ft. of 8' dia. leaching pool required ° ^
APR MATTITUCK P� ��
PROVIDE 1 8 dia. X 4 high STORM DRAIN POOLS o
c ) g 17 7 5 #ABS. No. , s °
q = Ju Itr1 A. Pascale ► TOWN O F S O U T H O L D °��� EAST LEGION
DRIVEWAY AREA: 650 sq. ft. �d.'S Ar'`" \ps' o
650 s ft. X 0.17 = 111 Cu. ft. CLERta SUFFOLK COUNTY Z ROAD
111 cu. ft. / 42.2 = 3 vertical ft. of 8 dia. leaching pool required , tit)
PROVIDE (1) 8' dia. X 3' high STORM DRAIN POOLS //
FILED
SUFFOLK COUNTY, NEW YORK SSR•
PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: �.:..:;::::..::::� APR 2 7 2018 s.c. TAX N o. 10 0 0- 143-01 -4. 1 �°'� ;
BUILDING
�.,
99 s
:: :::..
SCALE 1 =20
PROPOSED DRYWELLS FOR DRIVEWAY RUN-OFF AND GARAGE ARE SHOWN THUS: �....1 � 10' m
(25' TOTAL) Q MARCH 27, 2009 �O
DECEMBER 18, 2009 REVISED PROPOSED LOTS
DECEMBER 1, 2010 LOCATED TREESSEPT
�O JULY 11, 2011 REVISED SUBJECT
ND o� T�ANKIC DEC 5MAY o,20O142SCDHSEDFILING a� PREMISES �o
N9 �, ,o Z FEBRUARY 2, 2016 ADDED ADDITIONAL NOTES PER TOWN PLANNING BOARD ROAD
LEACHING OCTOBER 7, 2016 SET MONUMENT AT S.W. CORNER
�pY < MIN. POOL APRIL 27, 2017 FINAL PLAT KEY MAP
M ��'q' ' TOTAL AREA = 20,986 sq. ft. '
50% EXPANSION 0.482 ac. SCALE 1 =600
APPROVED BY ZCn
POOL 20 O 20 40 60
PLANNING BOARD
N/ FKO pCK G��n TOWN OF SOUTHOLD ROAD II _ I D 1
RUTx ER $• \ %� DATE „� < SG G P� - 20 '
T .....��...�..._ . .- - 4
wA 0 WNER 8c APPLICANT: �:aY 2018
R� r � , •� �:���•� t�.,>p � AREA DATA
USES Q\�0\-\C 3 TA ;i�m i`tt t. 9 w G
(� MARGARET A. NOONE -_ LssoRs
LOT 0 •� w� - �_C � � a � 't� v r� PARCEL 1 10,501 sq. ft. 210 SIGSBEE ROAD BOAt�OFA�UTHOLD
N/0/NLLC \ �, Z \ EX. STEUNE I < 0.241 aC.
G� ,,,,ll MATTITUCK, NY 11952 _ TOWN OF SO
OLD( \ a Is� ne TOWN ��� ��THOL>� 10,515 sq. ft.
SC 8 �
2 ,�3g 9� GONG.Mo EX. 8" W.M. Q���ova� PARCEL 2
` T pPNA SER �+ 1 0.241 ac.
S(Pv C WP 'r O 'tn EX. CESSPOOL TO BE ABANDI NED/REMOVED �
� S�CA'cnp �• 21,01 s sq. ft.PROPOSED
RE-C.f�� -�•�---
ESQ \vNK NCEE TEN d'. ` ® Q STREET TREE �� , ` TOTAL 0.482 ac. � t
�j GE •/ 2-1 2" RED OAK 1^.J
\ GNp\N GKpO •e a N e
5•(0 v 1g ZR NEW 1200 GAL SEPTIC TANK _.,.<�
EEc --�-- TYPICAL SEWAGE DISPOSAL SYSTEM
4 wc"\y v NOG EX. CESSPOOL TO E ABANDIONED/REMOVEDC'� °' 1 `"1 ;
(NOT TO SCALE) rr 1
O r r?n a. f e 5 J dw a rta' HOUSE
1,0T \ �Q 4'TOP DEEPUED mIax. FINISHED GRADE
l PSPN� > 10•' 'T\5. •o •j / N� NOTES: PRECAST REINFORCED CONCRETE COVER FINISH GRADE
ZO BURIED 1' DEEP min. 2' DEEP max. 24"dia. LOCKING, WATERTIGHT & INSECT PROOF
5n LoSE }5 U NEW (2) 8OXfi'DEEP LEACHING POOL 1 . LOT NUMBERS SHOWN THUS: LOT 5O REFER TO CAST IRON COVER TO GRADE
i. ss ENoo ' AMENDED MAP OF MATTITUCK PARK PROPERTIES INC. MIN. 4" dia. N. aK o�
69 2 INCE °� \�" e \ st s APPROVED PIPE 20"min-.1 20 min. APPIROVED PIPE NE• E 20'
a�7o;°E w s�oR�SE s �' FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY PITCHED 1 4" 1' y PITCHED 1/8'/1'
a . /. :i�® LITILET
/ 5N 2 No ZER 30 t3` �, ON JANUARY 12, 1926 AS FILE No. 801 1 N o y
.ad / dam: 10.0 \ FFtPN`�BVG v1P o jo. �� �� OG�z 3�
GONG• 20. < / ,� \ �SESP �5 s ��5. • N �< 2. ELEVATIONS ARIE REFERENCED TO THE NAVD1988 DATUM. INVERT �,� ��; INVERT
��° $ <� EXISTING ELEVATIONS ARE SHOWN THUS: 17•�
4 0 ./•• •• oc, \ \ o G
NCE 2E• aG\�r'o .•
A. % .n !. � A� / oy. �i � C1� 3 FLOW
Fp l`''0 ONC' �G� w .: ° a' 21.s �- yyo \\p 35 w \/ �' C1 F.FL. - FIRST (FLOOR ? BAFFLE BOTTOM
a (,PRPP q� / 000 0 ° /\10' IN O e.M1 a•. \ �� �� G.FL. - GARAGE FLOOR
o fL. N t. 10. N11-
10'
� 5 -• 8'4
Z � •,,; G 21_.9 m• 143 /Z M,�N `7:. t^
203 x . 3. GROUND WATER ZONE IV
p " / p CLFARWG j 875 s4• ft.) / / .13.3 %� � m � E
0LnA
- � PROPOS L07 ARTA t / \ / Z / aM1� t A 2 \ �uftIk County Depalfinent of fjoalth�;;rViC sS
N 123 22.7�y t75� / ` //�/ // MIN \�oE` ` 4 RE0 /� n �z C� lR tlC3e -
KS N
O� 20.9 -,L� / s' s7 Noy C3�►6 FEB 2 b 2U15 LEACHING
n.
>.20, MIN N \/ SE SEPTIC TANK (1) °0 SIDE WALL AREA
t LEACHING POOL
Q J LO/ / \ t�-�� /�1 �+ 509 EXPANSIONS M �oEX�S�OPK ;7 ► 1. MINIMUM SEPTIC TANK CAPACITIES IS 1,000 GALLONS. o
18 FREE r1 TIS Mq O�y,c'f-A'�l"(l1dE,/v0e/1 1 TANK: 8'0 X 4' DEEP 3' min. ,n
5{R tiOM�N`no \ G �,��J� J .�._..�� 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. COLLAR s
5 i N In 1118-�'pd�O ,Yst}18 3. WALL THICKNESS SHALL BE A MINIMUM OF 4", ATOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". 8.
-o
C� lot',h EXENAPT ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. a
/ N Tt 1'� -1� 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. PRECAST CONIC.
�a� nr.. Purs'101;11 lie P�,*11 F of thq Stftik Ccwnry 4za3ltary
N OQ T G �r'O(1R r;1 ag,a tti 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF ±1/4.)
1�F �f�'�• --(� �- {''fe" �r1n� ON A MINIMUM 3'" THICK BED OF COMPACTED SAND OR PEA GRAVEL.
a`. C R �� IF`...,,�P�'PTI!' "�',..,,�;
G� Q 10"MI 8'MIN r
A �0 5 �. �? i'n 509 EXPANSION <�'Z :Adi l- <0'4 i;g{.i?(t!rrl�x t 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. b1
-,04 �+ \
O`� 6i� �oO NEW 1200 GAL SEPTIC TANK � ; ,p 5 M\N tft � dun St'2T1d.��.^•.In etTr,�t _ •
2n Q y NEW (2) 80X6'DEEP LEACHING POOL � qf�`�' ('f rRrjcl fl {am CLEAN SAND AND GRAVEL
� L � � BACK flLL MATERIAL TO BE 3 GROUND WATER
e / v } 'Pot,
�tmtts
�ys 22 S 6g x / \\Q\NG 8'MINCR k 1r�fft 7613 at#�r2�6 rQB. uM PENETRATION
�9 M'O ' O V± 20.6 / ilr 0� \.�P O. 121rjQNPEyE .. INTO A VIRGIN STRATA
D AND GRAVEL
8ME e22 ____ __ 1pM�N 2 scRE�w EX. 8" W.M. LEACHING POOL
FRP O� / _-- /GE o ,���,,, Walter DalWdiak,Jr,P.E.
91�H G Q SNEo / 1_- 0 5E o 'j► - ► 1. MINIMUM LEACHING SYSTEM IS 150 sq ft SIDEWALL AREA.
r>3stQr,C'visfan of Erv,ronrnental Ctualrty 2 POOLS; 6 DEEP, 8' dia.
d'Z
",2- 7c, BPR 5
S W y
7, 314• RE LOT O \`\ 2 y PROPOSED �j5' y/ I o i'^ 4e 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL)
C7 NS `= O ..�«,. * LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS.
y� C1 cz� SNEp �\ PSG ® 0 '"` 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL).
�57R G C01 CO \ Q r` t9.t x �,,,�•�o�_i �r� G 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED.
EX O E ° O' gZ� U) 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED.
10 f3E ANG P�oR ��o \ // �' PROP5E0�RNS" a 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED.
Go pA G0-�ORT� o �� ' I hereby certify that the water supply(s) and/or sewage disposal system(s) for this project
9 O O C`rt" REM P�P�PPROJ / o"�0 1 xZ1.I ���' \ �NPK G cam^
\ m� were designed by me or under my direction. Based upon a careful and thorough study of
c� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
� •-G..t, opo \ � \ R \ ' ZR27E(�EEfEN�E 1@.4 �•' w;G
.� GP a 2. �2 the soil, site and groundwater conditions, all lots, as proposed, conform to the Suffolk County
pn� ? gE0 \ 0 5 N• HAUPPAUGE, N.Y.
E \� QRD aQR't \ Et � 2 C MON N `L Department of Health Services construction standards in effect as of this date.
SS G G• coN ' VIA 7
000 cStG;aOVL\N \ /
?o O 0 0 \ / x °D \ I HEREBY CERTIFY THAT THIS MAP WAS MADE
BY US FROM ACTUAL SURVEYS COMPLETED
O� D \� ft" \ / / �� MARCH 27, 2009 AND THAT ALL CONCRETE
�y 1 f. �0. :. \ to
TEST HOLE DATA x 3`' J \ `� / / 1 MONUMENTS SHOWN THUS: ■ HEREON
(TEST HOLE DUG BY McDONALD GEOSCIENCE ON MARCH 12, 2009) LOT O \ / of R%, ACTUALLY EXIST D�►�IR POSITIONS ARE
/ / / '` J•CO CORRECTLY S �N9 -%DIMENSIONAL
17.7' 0, 21.9 �� �� �'Oa �iQ AND GEOD 'vD` it S JC RRECT.
BROWN SILTY SAND SM , C
.. 3' J O A , r
r GQ ,
tj\ Y o� �{,� This is to certify that the propo d Re Subdivision or Development X'a
ARE GE for in the e, //��,,
O Pow rww T�'EN �y� it .a total of lot was �2 D r SET' 2 9 Z0�1
0 L\NGwP\ER approved on the above date Water upplies and Sewage Disposal �� $i91� � APPROVED BY - 4
c
Op�g\\G Facilities must conform to struction sl dards in effect at the time �t P�7Q�E�e�� ��' f y Southold Town �'.,1�
PALE BROWN FINE SAND SP 2 of construction and are ect to se arat
permits
ursuant to those .✓ ,$: ,� �-
MON• 6g FSEs i P P P '�.," _, N �IIE�lG DO ,i3 Planning soars jc X67
CONI o cy F NE standards. This appr shall be valid only ''f the realty subdivision/ ----.- n
s�F S N1�F V0 development map i duly filed with the Count Clerk within one year � N.Y.S. Lic. No. 50467
TOWN
;:�•,�•,.,:�:.; o $ of this date. Co ent is hereby given for the 'ling of this map on � _AUTHOLD
DE which this end ement appears in the Office of e County Clerk in
accordance h the provisions of the Public He th Law and the �� nP.u� DATE ( /n t .� Nathan Taft Corwin III
(HIGHEST EXPECTED .• `41 I
GROUNDWATER ELEVATION -2.9• .:.:,• •.''•�••' LOT O Suffolk Cou Sanitary Code. ( per
14.8'
Land Surveyor
WATER IN PALE BROWN FINE SAND SP
Successor To: Stanley J. Isaksen, Jr. L.S.
Vito A. Minei, P.E. D Joseph A. Ingegno L.S.
17' Director, Division of Environmental Quality Condon Engineering, RIC. Title Surveys - Subdivisions - Site Plans - Construction Layout
1755 Sigsbee Road `� t""`etc!N6cm. PHONE (631)727-2090 Fax (631)727-1727
Mattituck, New York 11952 "'"+*��+!U OFFICES LOCATED AT MAILING ADDRESS
(631)298-1986(631)298-2651 Fax - U1!Vk_ A(K 23 1586 Main Road P.O. Box 16
www.condonengineering.com Jamesport, New York 11947 Jamesport, New York 11947
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