HomeMy WebLinkAbout1000-139.-2-3 NOTICE TO ADJACENT PROPERTY OWNER
RECEIVE®
BOARD OF TRUSTEES, TOWN OF SOUTHOLD
D E Z 1 0 2018
In the matter of applicant:
David Schultz SCTM#1000-136aulhold Town Clerk
YOU ARE HEREBY GIVEN NOTICE:
1. That it is the intention of the undersigned to request a Permit from the Board of
Trustees to:
Raise(in-place)existing one-story,single family dwelling 24 inches to a proposed FEMA-compliant first
floor elevation of 11.1'on a new FEMA-compliant foundation,remove existing cellar entrance,and fill
existing basement;demolish and reconstruct existing chimneys;construct new roof addition over existing
fust story to remain;construct+/-8'x 23'one-story addition on southwest side of house in place of existing
wood deck to be removed; construct 6'x 10'porch on southwest side of house with attached 5'x 10'steps
in place of existing landing and steps to be removed;construct a 5.3'x 4.5'porch with attached 3.5'x 5'
steps at rear of house;remove existing nonconforming sanitary system from southwest side of dwelling
(and install new SCDHS-approved sanitary system on landward side of dwelling);remove existing
concrete block wall from landward side of dwelling; install drainage system of leaders,gutters,and
drywells;and establish a 10'wide nonturf buffer adjacent to tidal wetland boundary,all as depicted on the
site plan prepared by Nathan Taft Corwin III Land Surveyor,last dated August 1,2018.
2. That the property which is the subject of Environmental Review is located
adjacent to your property and is described as follows:
2745 Wickham Avenue,Mattituck
3. That the project which is subject to Environmental Review under Chapters
96,111 and/or 275 of the Town Code is open to public comment on:
DATE: Wednesday,December 12,2018 @ 5:30 pm
You may contact the Trustees Office at 765-1892 or in writing.
The above-referenced proposal is under review of the Board of Trustees of the Town of
Southold and does not reference any other agency that might have to review same
proposal.
David Schultz
PROPERTY OWNERS NAME: 2745 Wickham Avenue
MAILING ADDRESS: Mattituck,NY 11952
PHONE #: 631-298-9340
AGENT: En-Consultants
MAILING ADDRESS: 1319 North Sea Road, Southampton,NY 11968
PHONE #: 631-283-6360
Enc: Copy of sketch or plan showing proposal for your convenience.
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SURVEY OF PROPERTY
SITUATE
MATTITUCK
�= TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000- 139 -02-03
�° SCALE 1 "= 10'
MAY 16, 2007
C�v JANUARY 20, 2010 UPDATE SURVEY
��• 7` s2� MARCH APRIL 1 2,ADDED PRE 0 D MAP ADDITIONSED
OCTOBER 24, 2011 ADDED DISTANCE TO PROPERTY TO THE SOUTH
�c N/ DECEMBER 6, 2011 REVISE PROPOSED SEPTIC SYSTEM
<0 o F APRIL 30, 2012 ADD NOTE FOR HOUSE TO BE RAISED 16"
k '�'� o°F MAY 10, 2012 REVISE NOTES
�f F 9p °r i%� SEPTEMBER 18, 2012 CORRECTED SEPTIC SYSTEM DETAIL NOTES
MARCH 14, 2016 REVISE NOTE FOR HOUSE TO BE RAISED 16" MIN. TO 32" MAX.
NOVEMBER 6, 2017 REVISE PROP. ADDITIONS
w� MAY 18, 2018 REVISE PER S.C.D.H.S. NOTICE 02/27/2018
AUGUST 1 , 2018 REVISE PROP. SEPTIC SYSTEM
5.9 -
TOTAL AREA - 7,280 sq. ft.
(TO TIE LINE) 0.167 CIC.
° F"w,O IBF S UPLAND AREA = 7,141 sq. ft.
�G17T TRF �P� / '� ,� a
�FTgTo WETLANDS AREA = 139 sq. ft.
�0N.
I _j yid F 4J �i EXISTING LOT COVERAGE OVER
/V
�L U
w UPLAND AREA 7 141 s t.
a c I d ti ( o f
'�•
S• si
>iU \rrp ST°O `lam: "'::":: :::::::. I w o �� ��``} -�� ()0 DESCRIPTION AREA % LOT COVERAGE
N FDS° ::. EGO / s ��
\sy fi 'P .�o............:.... ............... I Ii \ EXIST. HOUSE 1 ,079 s ft. 15.1
::::...::::::.::::::::::::::::•::•::: P fi /ti •�' \ EXIST. WOOD DECK 228 sq. ft. 3.2/
yds .o ...;.:::;::;.::::::..::::::::::: l EXIST. GARAGE 373 s . ft. 5.2%
Fs/ r > .o .:.......::::::..::..:.::: :.: q
8 ................................ . o
�. s �. o � �(/ v 4
/ o o .................. .... .....
:.:;:.;...y �i v v v �Ci TOTAL EXIST. 1 680 sq. ft. 23.5%
d
4 ' 0
0
os o
ti::;:
.. ......................
:... , .� o PROPOSED LOT COVERAGE OVER
o ::::..�...s Q'
.............
c
:. T:. ::::::: UPLAND AREA 7 141 s t.
< / . it ( q f
43 T60
dd oo.::::::::.:. a3•:.::;:: �'
� i°p : :�::�` .. r �.. •a.:.�.�..�..�....... ..�.�.�.�.:.:...:: .:..:.:.......::.. DESCRIPTION AREA / LOT COVERAGE
s ..... / :::..ti ..� d ..:::::::::.. ..,,......::: ...::. :::::::: :::::: . ::.:::::::::..:::::::::::::::.::::.::..
o. ...::::::::..� .:%(. .r ':;;::;•:; ::;:;:; ::::: :; ............::::. .�� PROP. HOUSE 1 ,267 sq. ft. 17.8°°
\ ... �,
S :A .S ;;: :::::" .:::::::::::::::: :::: "".::. yam 6
T
.......... R :.::::::::::.. :;..... ;: ... ham° / PROP. PORCH 60 sq. ft. 0.8%
.d .. 1
O \
a
NOTES: ;.::;:;:;: ... :::::: .... O
X EXIST. GARAGE 373 sq. ft. 5.2/
...: �..:. � c�
f.:::: a.J..... :: :::' '::::.:.:::::�::�:::: ::;.:;: ;:.. <v 15.0 �
o...... qi :::::::::::o ..
1. ELEVATIONS ARE REFERENCED TO 1988 N.A.V.D. DATUM :: ,�.r:::::.. ro sr O
r4� �:: o o / - 4, ° a o TOTAL PROPOSED 1 ,700 sq. ft. 23.8/
• 10.0 \ :: :: i:.: :. F �o esti <`` ...::: :•::::::::::::::::::::: h
EXISTING ELEVATIONS ARE SHOWN THUS.- pFo° F c �y o� N
/V
0
: O �n
2. FLOOD ZONE INFORMATION TAKEN FROM: /... Fo �o O
FLOOD INSURANCE RAE MAP No. 36103CO481 H 5.5 .0 �y
T � ;::..5::::. oo F v•
�Z ...
ZONE AE: BASE FLOOD ELEVATIONS DETERMINED v g' s� ......... 0�• tic e
ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. �"' Fti° ��� ArFR '� \FRH
. ..
/ Na F 10.2 c S C �RF 1� o
3. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND R .. s x rFA� s �p Q EXISTING LOT COVERAGE OVER
REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. �� 7-.s . "� 'L�'O "�/�y o.a s
� � �at, �, a ADJACENT AREA
4. MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDROOM HOUSE IS 1 ,000 GALLONS. / �:' \ Doti %Ga 2 s� Jv O o� (AREA BETWEEN LANDWARD WETLANDS LANE
�v\ I AND 10 CONTOUR LINE, - 5, 115 s t
1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP X ° '
6 ' 15.91 co ^ Co 7G Q f
5. MINIMUM LEACHING SYSTEM FOR 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. ' 41' o 'yiH $' : N `�� ° . �� DESCRIPTION AREA % LOT COVERAGE
5 POOLS; 2' DEEP, 8' dia. / ry��� x7'4 \ �� I
rO S70 'Oa• X-12 `nc� EXIST. HOUSE 1 ,079 sq. ft. 21 .1 %
0
\`Q/%,� - FFaF�ossp� �`eo� ��' c �o'vo ° �� <�` EXIST. WOOD DECK 228 sq. ft. 4.5%
PROPOSED FUTURE 50% EXPANSION POOLo�Fo°° 1 0� �O'q� �v I ° c�2
OB�4/� / Xa. I ��� c �O�F��c�` 'oF °. TOTAL EXIST. 1 ,307 sq. ft. 25.6%
a Anti °' v '
l/c`�g �0, �1 STo7.3 ���' °�SA�'QgG,� LA .0.0 �' PROPOSED LOT COVERAGE OVER
ADJACENT AREA
0 .
o (AREA BETWEEN LANDWARD WETLANDS LANE
PROPOSED 8 DIA. X 2 DEEP LEACHING POOL (� / y / m Ao,, �� .ti' N °
/0 A, O I < AND 10' CONTOUR LINE - 5, 115 sq. ft.)
DESCRIPTION AREA / LOT COVERAGE
°' colic
�F .�-•'}} 1 .8 °
PROPOSED 1 ,000 GALLON SEPTIC TANK '<� Uj ;dos � � ° \ PROP. HOUSE 1 ,267 sq. ft. 24.8/
I I �Y .O
�-�' 4i�• rye. V. .
•• • ° �° . o. . •v �•.• ��� PROP. PORCHES 149 sq. ft. 2.9°°
6. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD Y� / �/ ❑II a - ° _P & STEPS
OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. q0 / CONC. ror� I O ° .17
TOTAL PROPOSED 1,416 sq. ft. 27.7%
U� �[\ p / PATH IN DIRT 1 �7 ° ° ° 'N
/ y / R •� ° ° �//!/
DRAINAGE SYSTEM CALCULATIONS: ill, / l PLANTER ..\ (�A
HOUSE ROOF AREA: 1 ,348 sq. ft. 1a.1 Miy l / ° ° �
• 'O 'S-
1 ,348 sq. ft. X 0.17 = 230 Cu. ft.
230 cu. ft. / 42.2 = 5.5 vertical ft. of 8' dia. leaching pool required �yv� / / °N
PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS 1'0� �,� / / / NN / x \
°.
GARAGE ROOF AREA: 373 sq. ft. // �C\�4/• �t�3 / � /
373 sq. ft. X 0.17 = 64 cu. ft. +� Al
0 / '00, l A0& /x 16.5
64 cu. ft. / 42.2 = 2 vertical ft. of 8 dia. leaching pool required w
PROVIDE (1) 8' dia. X 2' high STORM DRAIN POOL 1.........
PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: '::•:..::::':',.;';:':':' TEST HOLE DATA
1: . 's
\ : : (TEST HOLE DUG BY McDONALD GEOSCIENCE ON APRIL 30, 2007) ,�
�. EL. 5.9' 0' �0' 17.6 / o
RlC� �
of
PROPOSED SEPTIC SYSTEM DETAIL #4 a / �' TO THIS SURVEY UNAUTHORIZED ALTERATION TI ADDITION
d ° LI A���L GG�P�� SECTIO 7209 FSTHEVN NEW YORK STATE
° MIXED FINES, LOAM AND SAND
v
HOUSE (NOT TO SCALE) d , ° �c�ES Q THECOPIES OF THIS
VEYORSURVEY
MAPKED NOT SEAL OR
BEARING
ELEV. 11.1'
FINISHED GRADE FINISH GRADE ° ap EMBOSSED SEAL SHALL NOT BE CONSIDERED
ELEV. 10.8' ELEV. 10.0' - 14.0' FO Q�Q� TO BE A VALID TRUE COPY.
4' CERTIFICATIONS INDICATED HEREON SHALL RUN
PALE BROWN FINE SAND SP ONLY TO THE PERSON FOR WHOM THE SURVEY
TOP EL. 9.8'--._ 1' MIN. TOP EL. 8.6' EL. 1.2' :. IS PREPARED, AND ON HIS BEHALF TO THE
1' MIN. 4,7' TITLE COMPANY, GOVERNMENTAL AGENCY AND
To THE ASS MIN. 4" DIA. 6� Cn. LENDING INSTITUTION LISTED HEREON, AND
SEPTIC LEACHING T 3' CLEAN
5 F THE LENDING INSTI-
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE.
APPROVED PIPE TANK cn APPROVED PIPE LEACHING N SAND
INV. EL. POOL o0
89 min. PITCH 1/4"/1' a� min. PITCH 1/8"/1' INV. EL. 7.8 POOL COLLAR
INV. EL. 8.5'
THE EXISTENCE OF RIGHT OF WAYS
INV. EL. D 1��'� AND/OR EASEMENTS OF RECORD, IF
8 8.0' 0 8' : 0 8 . Z c,
►{ 't/o 1, LIA ANY, NOT SHOWN ARE NOT GUARANTEED.
WATER IN PALE BROWN FINE SAND SP A i lvv+ COMP
DISTRIBUTION POOL OF C T 1
BOT. EL. 4.2' BOT. EL. 6.1' HIGHEST EXPECTED GROUND WATER 0�I 11,1 PREPARED IN ACCORDANCE WITH THE MINIMUM
5 POOL SYSTEM ELEV 2.2' AB STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan Taft Corwin
j,1 BY THE L.I.A.L.S. AND APPROVED AND ADOPTED
GROUND WATER AS PER TEST HOLE FOR SUCH USE BY THE NEW YORK STATE LAND Q
SEPTIC TANK (1 ) ELEV. 1.2' TITLE ASSOCIATION..--' Land Surveyor
1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 3 BEDROOM HOUSE IS 1,000 GALLONS. 11 /�r: `,
1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP LEACHING POOLS LS U5 // ,7
1. MINIMUM LEACHING SYSTEM FOR A 1 TO 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA.
2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 5 POOLS; 2' DEEP, 8' dia.
3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4 / i' S Successor To: Stanley J. Isaksen, Jr. L.S.
ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 2• LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) ? i F_ ' Joseph A. Ingegno L.S.
LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. t5`
4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. <J�
5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4") 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). ? Title Surveys - Subdivisions - Site Plans - Construction Layout
ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED.
5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. ` , x' PHONE (631)727-2090 Fax (631)727-1727
6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED.
OFFICES LOCATED AT MAILING ADDRESS
1586 Main Road P.O. Box 16
trC N.Y.S. Lic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947
27-142