HomeMy WebLinkAbout1000-104.-13-6 a y I
Town of Southold
LWRP CONSISTENCY ASSESSMENT FORM MAR 'L 2018
A. INSTRUCTIONS'
s'oathoid Town
Planning Board
1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for
proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This
assessment is intended to supplement other information used by a Town of Southold agency in
making a determination of consistency. *Except minor exempt actions including Building Permits
and other ministerial permits not located within the Coastal Erosion Hazard Area.
2. Before answering the questions in Section C, the preparer of this form should review the exempt
minor action list,policies and explanations of each policy contained in the Town of Southold Local
Waterfront Revitalization Program. A proposed action will be evaluated. as to its significant
beneficial and adverse effects upon the coastal area(which includes all of Southold Town).
3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will
affect the achievement of the LWRP policy standards and conditions contained in the consistency
review law. Thus, each answer must be explained in detail, listing both supporting and non-
suunortinQ facts. If an action cannot be certified as consistent with the LWRP policy standards and
conditions,it shall not be undertaken.
A copy of the LWRP is available in the following places: online at the Town of Southold's
website(southoldtown.northfork.net),the Board of Trustees Office,the Planning Department, all
local libraries and the Town Clerk's office.
B. DESCRIPTION OF SITE AND PROPOSED ACTION
SCTM# 104 - 13 6
PROJECT NAME Mirro Residence
The Application has been submitted to(check appropriate response):
Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Q
1. Category of Town of Southold agency action(check appropriate'response):
(a) Action undertaken directly by Town agency(e.g.capital ❑
construction,planning activity,agency regulation,land transaction) ❑
(b) Financial assistance(e.g.grant,loan,subsidy)
(c} Permit,approval,license,certification: ❑
Nature and extent of action:
Demolition of existing house and construction of new residence which will include
three covered porches,four-car garage,a new gunite swimming pool,non-habitable
Pool House,new underground drywells,new sanitary system,landscaping, and new
gravel drive (see attached full project description)
PROJECT DESCRIPTION
MIRRO RESIDENCE
2455 Nassau Point Road, Cutchogue
Demolish existing one story frame residence, decks, and detached garage, and abandon
existing sanitary system.
Construct new two story frame Residence, with flood-compliant crawl space and four-car
garage, approximately 6,700 square feet, with footprint of 4,191 sf;
with three attached covered porches of: 55 sf, 110 sf, 508 sf, totaling 673 sf;
with open decks and exterior stairs attached to residence, totaling 724 sf;
One story, non-habitable Pool House of 748 sf;
with covered porch (included in terrace area) of 374 sf ;
50 ft x 22 ft gunite swimming pool with infinity edge, totaling 1,261 sf;
10 ft x 10 ft spa, totaling 100 sf;
Stone terrace at grade, of 2,735 sf;
Wood stairs and deck between Pool House and bulkhead, of 422 sf;
Reconstruct wood stairs from top of bulkhead to beach in new location;
4 ft high pool enclosure fence (bulkhead acts as portion of pool enclosure);
Raise height of existing timber retaining wall approximately 12";
Construct timber retaining wall at south edge of property, approximately 121 If;
Provide clean fill contoured per SITE PLAN, approximately 3,635 cy;
Provide new topsoil and landscaping;
Maintain existing non-turf buffer between bulkhead and retaining wall;
Provide new gravel driveway;
Provide new sanitary system per SCDHS;
Provide leaders/gutters connected to new drywelis to contain roof/stormwater runoff.
J
Location of action: 2455 Nassau Point Road, Cutchogue NY 11935
Site acreage: 55,672 sf= 1.278
Present land use: ac RESIDENTIAL
Present zoning classification: R-40
2. If an application for the proposed action has been filed with the Town of Southold agency, the following
information shall be provided:
(a) Name of applicant: Justin and Elizabeth Mirro
(b) Mailing address: 3 Greenacre Court,Kensington,NY 11021
(c) Telephone number: Area Code( 6)46 382-5153
(d) Application number,if any:
Will the action be directly undertaken,require funding,or approval by a state or federal agency?
Yes ❑ NoV] If yes,which state or federal agency?
C. Evaluate the project to the following policies by analyzing how the project will further support or
not support the policies. Provide all proposed Best Management Practices that will further each policy.
Incomplete answers will require that the form be returned for completion.
]DEVELOPED COAST POLICY
Policy 1. Foster a pattern of development in the Town of Southold that enhances community character,
preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location, and
minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation
criteria.
❑Yes ❑ No Q Not Applicable
Attach additional sheets if necessary
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See
LWRP Section III—Policies Pages 3 through 6 for evaluation criteria
❑ Yes ❑ No a Not Applicable
There are no historic or archeological structures on property.
Attach additional sheets if necessary
Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See
LWRP Section III—Policies Pages 6 through 7 for evaluation criteria
0 Yes ❑ No ❑ Not Applicable
Building structure is in keeping in style and scale of neighboring
structures.
Attach additional sheets if necessary
NATURAL COAST POLICIES
Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP
Section III—Policies Pages 8 through 16 for evaluation criteria
® Yes ❑ No ❑ Not Applicable Although located partly in FEMA Flood Zone, all new structures
P Y
are compliant with regulations regarding flood-zone development.
Attach additional sheets if necessary
Policy S. Protect and improve water quality and supply in the Town of,Southold. See LWRP Section III
—Policies Pages 16 through 21 for evaluation criteria
❑ Yes ❑ No 0 Not Applicable
Attach additional sheets if necessary
Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including
Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22
through 32 for evaluation criteria.
❑ ❑ ❑R
Yes No Not Applicable
No development will take place in the"wetlands"or"natural indiginous environment".
Attach additional sheets if necessary
Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies
Pages 32 through 34 for evaluation criteria.
X❑ Yes ❑No❑ Not Applicable
The development will not add pollutants into the air.
Attach additional sheets if necessary
Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous
substances and wastes. See LWI2P Section III—Policies; Pages 34 through 38 for evaluatiop criteria.
❑ Yes ❑ No 0 Not Applicable
PUBLIC COAST POLICIES
Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public
resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation
criteria.
❑ Ye1:1 No 0 Not Applicable
No public land involved.Littoral access unimpeded.
Attach additional sheets if necessary
WORKING COAST POLICIES
Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in
suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria.
❑ Yes ❑ No X❑ Not Applicable
There are no public or commercial activities or uses on site. Historically this property and
neighboring properties are residential in use and will remain residential.
Attach additional sheets if necessary
Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic
Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria.
0 Yes ❑ No ❑ Not Applicable `
This project will protect and preserve the living marine resources by
maintaining all rainwater discharge on site.
Attach additional sheets if necessary
Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages
62 through 65 for evaluation criteria.
❑ Yes ❑ No[�'—J Not Applicable
There are no agricultural lands on site.
Attach additional sheets if necessary
Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP
Section III—Policies; Pages 65 through 68 for evaluation criteria.
0 Yes ❑ No ❑ Not Applicable
The construction will be using equipment approved by the Federal government
for energy usage.The project will meet Federal standards for conserving energy
"energy Star Program".
PREPARED BY Tom Samuels, TITLE Architect DATE f u�7
�q� 3 s�sFcxa ase
5)1+� x a+,, •Po ,�
S P •' o e^ 5^+' o e c x � � cREErc ��n ` I
29\` LD 14
$t �, �p� 'Q p �tg�' i is•� V4j"F`9 m�taNN i
Y �L
vas 9+
gry 55
ilkNa 554 t � + ` go O''s' �£19.- 3�w •O � �,`M.u g-1Pl' w19 �p•�+y^e
is 0
µ $ ^` P B 1
22 • 594(())
Aee 6 w++ ® 4 0+
ya P^'o 'O , +g 1' •a a, W .� A �O P ' /] 13.Wc) R
£m^�� 5 g e e ! xt+ ` � ,yj5p1� 2 �`/ / � rawa•rax
5
+ o• � t e ^ ,^\3
is
O 5y+ x ®� \a \ BROADWA7ERS COVE \ \ m
• -+'sem \'� A t+ .g'
♦ \ \\a+ pP�' •�� ! op e'\9 +o \x ++4p, xy' ) TOWN OF SOUTHOLD
t a e ,. Q, 55 a..ae•�...m
50 e 9
12
3135(.)
O 35^ t o /`�w^•`� 1. y
A
>�,^` � �� $m. �$'�� I t i n.. m "•' trop(.) � � !,
` 13 � ``• � 5 t 5]11 9 1 "'4
agfc� •aq$rar ,�� at rm i� s
�s�' _r2rd � �P\� � '��4 °• •55
HAYWATER COVE I ' s • • m ar n '°''�, 'O' {
t^> �F
..✓�'`",
_ .'--"_4>�,,,-" _ _ a'„)-•_
= :« -,';.3_f; -
7• .r' =Sx F•5 x -yam
- ;�'`k'�',t�.:'•.*.-
,�M1�".�c-�g ��`��"iS= - N -�'-<«T.. '<.,' ✓�"-�� 5: `S'\»=,'_" a �` z+�%' k°-^*�-. o c"3 .��
_ .,.✓"..: aw+•t '`+Tx:
':'tz;` s.,,, - t}'. rxx '"';'- ''�=,raw •-#',< -R"., `„;r'X-c,s =yu.. ,,: _ _.< ;�,,:`r ws�r'_. 9 t". ,QA`s -,-,. s, s�., - .• -tea`
2•, t �';�� �y �-€a,� 'r'��d:r-"{Y,'x3"�e ;(.�-`' -•�f"r �:t"�= =��;�-�"',_` � 's" :�=rS+- +*. Yw 9 i."^���:�- *� �, ��` T n a ,�,,fi)a``�•s �;'�s�'",�-Y ,�,°��
E „ -0-4
�fi
REBIDENGE FIRST FLR EL +13.5
DRAINAGE CALCULATIONS REVISION:
GARAGE FLR ELEV +10.5 LOT COVERAGE TABLE 1125/18
CRAWL SPACE ELEV +6.0 AREA OF RESIDENCE (DW-A)
POOL HOUSE: ALARM PANEL W/ ELECTRIC LINE TO PUMP DRY WELL AREA x RAINFALL x RUNOFF FACTOR "A
w FF EL +11.5 w PUMP STATION IN CRAWL SPACE OF RESIDENCE SITE RE TOTAL: 55,672 sF (DW-A) 2,455 5F x (2/12 FT) x 1.0 = 410 CU. FT.
SITE in jr& A T A.
GRADE EL +11.4 GRADE LINE USE: (5) V DIAMETER x 4' HIGH POOL
0 GRADE EL +11.1 w ELEVATION +10.x{ GRADE LINE GRADE LINE STRUCTURES EXISTING PERGENT�GE PERGENTP�GE (5) 8' x 4' STORM DRAIN RING = 506.1 Cu. FT. SCTM # 1000-104-13-06
GLEAN OUT Q ELEVATIO PROVIDED REQUIRED PROPERTY: 2455 NASSAU POINT ROAD
O OLE +10.3 E1O.6 ION\ HOUSE: 2,252 5f 4.1% 4,1 O sf "7.51% 506.7 CU. FT. > 410 GU. FT.
o AREA OF RESIDENCE (DW-B) ADDRESS CUTCHOGUE, NY
� � I MIN. 2 MAX. AGC, STRUG: 527 sf O.af 5% 74 sf 1.34/0
UMPI/4"/FT MIN PORCHES: O sf 0% 7cl sf 1.43% DRY WELL AREA x RAINFALL x RUNOFF FACTOR OWNER: JUSTIN & ELIZABETH MIRRO
I/4 /FT. STATION 18"/PT MIN TOP OF POOL +8.1 (DW-8) 3,035 SF x (2/12 FT) x 1.0 = 506 CU. FT. 3 GREENACRE COURT
SEPTIC EAGHIN DECK5/5T,AIR5: ciI I sf 1.63F/ 45 of 0.86% USE: (5) V DIAMETER x 4' HIGH POOL KENSINGTON NY 11021
/ TANK POOL TERR/�GE: O sf O% 3 21 sf 5.78% (3) 8' X 4' STORM DRAIN RING = 506.7 GU. FT. '
IE. +q.87 IE. +S.ol BOT OF POOL +4.1 PROVIDED REQUIRED SITE: 55,672 sf= 1.278 ac
IE. +10.4 IE. +551 IE. +7.77 �OOL.: 0 of 0% 141 sf 2.53% 506.7 CU. FT. > 506 CU. FT.
GROUND WATER +1.1 TO L: 3,720 sf 6.68% 10, 34 sf 1cf.45% AREA OF POOL HOUSE (DW-C) ZONING: R-40
50' MAX 50' MAX 24' 3' MIN DRY WELL AREA x RAINFALL x RUNOFF FACTOR SURVEYOR: Harold F. Tranchon, Jr., PC �-
65' (DW G) 1,081 5F x (2/12 FT.) x 1.0 181 CU. FT. P.O. Box 616
�- USE: (1) V DIAMETER x V HIGH POOL Z
SEPTIC PIR FILE (1) 8' X 6' STORM DRAIN RING = 253.4 GU. FT. Wading River, NY 11792
(N.T.S.) / s PROVIDED REQUIRED __..�3. 294695 W
CD 255.4 GU. FT. > 181 CU. FT. - r~ r-- 'I ' LIC NSE #048992
/ 2 sty fr dwelling a AREA OF DRIVEWAY (DW-D) -DA� D 01/16/17
N 0 F \ DRY WELL AREA x RAINFALL x RUNOFF FACTOR
8-8-2017 TOPOGRAPHICAL
Rathgeber K A Irry QPRT PROPOSED NEW SEPTIC, SYSTEM FORA (DW-D) 4,330 SF x (2/12 FT) x� 0.7 = 505 GU. FT. JAN 2 9 2018
Rathgeber C M Irry QPRT 8 BEDROOM RESIDENCE AND PODL HOUSE PROPOS NEN UNDERGROUND USE: (5) 8 DIAMETER x 4 HIGH POOL ( DATUM NAVD 1988 =
111 Cher Valle Ave 507, PUBLIC, WA R LINE (5) VX 4' STORM DRAIN RING = 506.-1 CU. FT.
Cherry Y � - 2000 GAL SEPTIC TANK (ST)
Garden City, NY 11530 _ PROVIDED REQUIRED
CLEANOUT PROPOSED NEW UNDERGROUND ♦-
2325 Nassau Point Rd ELEGTRIG UTIL TY LINE 506.7 GU. FT. > 505 GU. FT. ���-��,, ;_ __l
- (6) 8' DIA x 4' HIGH LEACHING POOL (LP) AREA BETWEEN POOL AND RETAINING WALL (DW-E � mm... D
1000-104-13-5 - FUTURE LOCATION FOR (3) 8' DIA x 4' LOCATION OF (STING SANITARY SYSTEM TO BE DRY WELL AREA x RAINFALL x RUNOFF FACTOR U
DWELLING WITH PUBLIC WATER HIGH LEACHING POOL (EXP) ABANDONED - F LED IN OR REMOVED AS REQUIRED (DW-E) 8,216 SF x (2/12 FT) x 0.15 = 206 GU. FT.
EXISTING OVERHEAD EXISTING GARAGE STRUCTURE EXISTING TREE T REMAIN USE: (2) 8' DIAMETER x W HIGH POOLLOCA] ION MAR P
UTILITY LINES TO BE REMOVED NEW STONE TRE WELL SURROUNDING EXISTING TREE (2) V X 4' 5TORM DRAIN RING = 536 CU. FT. Q
PROVIDED REQUIRED O
EXISTING PREFA YARD BASIN (4'x4') 556 GU. FT. > 206 CU. FT.
I " AREA BETWEEN HOUSE AND ROAD (DW-F)
WATER METER PROPOSED NEW UTILITY POLE PIPED TO DRYWELL E
Mud
POOL EQUIPMENT DRY WELL AREA x RAINFALL x RUNOFF FACTOR creek ro�dove lets
UNDERGROUND PUBL I G //
' (DW-F) 10,824 SF x (2/12 FT.) x 0.15 = 2'11 CU. FT.
/ / 333.84 ACTUAL 2 Z
20z N 80'42 00 E WATER LINE ��
- � > USE: (2) 8' DIAMETER x 4' HIGH POOL
w / i - 1 c FL D I (2) VX 4' STORM DRAIN RING = 556 CU. FT.
/SO ��' // - I v 14 v / oor� / ZON VE PROVIDED REQUIRED /'" •J I % ' / //" - O
20 / u _ _ 16 W i 12 10 ZONE AO BF I I' I 336 GU. FT. > 271 GU. FT. / 0.
LL
-- I, LL TO BE INCREASED
' EXISTING WOOD WA
�/
IN HEIGHT TO ELEVATION +q.0 rs
O
N O F
/ / rn RELOCATED
_ � BEACH 5
i
TAIRS i
F O�D
'q + Peconic Ba" ,
p/ �� _ c / / 11.1 \
V /
S
Maguire Carol A Family Trust -�
- / R „
9 - - AND LANDING ," ,
y n /
S - NEW :POOL.' dd D K o �
A . ,
c
-� Ico
PO Box 1027, I6 (- x r I. ,}<- 0 + BI G
Cutchogue NY 11935 NEW STONE EXISTING D / 12 // ATE / A -1 8055 FL0 R y 11' A
ENTRY T MOVED - Rt
2500 Nassau Point Rd WALL -J / - AARE,a 640 I -O % /i";'ij Z
1000-104-12-14.1 PROPOSED DECK " °d
DWELLING WITH PUBLIC WATER �- A / �O ~¢ /% % -- I % P°da Ln
X
I
i P /� / a'c�i O BQ 34 _ +11.4:( EXISTING WOOD WALL TO BE INCREASED ' °� ji.
20 =.�� I IN HEIGHT TO ELEVATION +cI.O
EXISTING TREE +10.6 �rlrr L
II
TO REMAIN I / i/: +10.3 80.7' I I.I+ / -1 %// ;
/ 16 / 10 \G GL ROP 5 NEW" - ❑ PROPOSED P
s - OSE 00 /„
/ �_ �_ HousE
�rdNl= T� ;acE r � /i
zIX / LP ?yTl �t; N:k 'X OU� I 1 'ON' RAD I
+10.6 / x� y L J 114#� EXISTING WOOD BULKHEAD
- ^X. }. K'> f' OUTS ,�. HO - +11.2
z zCL
kV" � �x �I.'�-�-
l7 Ci �I EXP
11 10 I-l1?4+
EX15TING RESIDENCE
7�
�1
/ O
L
+10.4/ 46.'1 541 I EXISTING BUILDING
_ ;, se tl� - � + +13.I / - - I TEST HOLE
LP 8 ;n STRUCTURE TO BE REMOVED
PROPOSED NEW i g G, :20' G!: N 'our 1 I I
.� lei ' . z I
UNDERGROUND I� 5.141 NO SCALE -,
12 jLP "vn Min '�'" B ouT�N . . S s� o z I BY MARK _
DRYWELL WITH METAL ' / a ti'ia LP x � !?� A PROPo D EXISTING DECK
INLET GRATE FOR / / F�. +q8 I McDONALD GEOSCIENCE
! p NEw PoL SOUTHOLD, NEW YORK 11971
II ( /VR1ES.. a t._
B / sc, r 10 3' T �- _ x4 I Z
5TORMWATER RUNOFF RF '4'g fi0 `1
�, � � � - 25 x5
FROM DRIVEWAY / / 4C� PARKING COURT V �r � . . . .
I II �LbRxA0EA 13.1+ +II 4. / I EXISTING BEACH STAIRS AND TEST HOLE DATA 1118117 ELEV. + 6.0
SURFACE TYPICAL GRAVEL'SURFAGE bl,g6'1 5F ;. //�
' vkKkk%kkkYti '% I �. 1 L I V/ • M
I 44'x63' _N �ll��yy I LANDING TO BE RELOCATED �
s 10.3+" T ! T F , { I 1.0 FT. ...�
II / TEST H '�j I EXISTING TREE TO REMAIN DARK BROWN LOAM OL o ^
EXISTING STONE / 10 �9� EL + 6. A N Q .. I a I o
WALL TO BE / ��D / x xi. AR B z N I = W -�• W z w x
REMOVED II / / / V "+ 5x l 1 ( F--HIGH WATER, 1-16-2017 4.9 FT. BROWN CLAYEY SAND Sc O _ = a Z LL
/ 6 3`, k 'f�AYV ?AG +13.1 Q _'t� oPoS D TO 11.4 I I j- W• " WIn
�� _ _ 4a'-a" WATER IN - a N 0
NEW STONE WALL I1� / �f" y'X °/- +11.2 PROPOSED W' " = M
III / 50' / x S.q+ I +7.2 +2.81 POOL 8.0 FT. BROWN CLAYEY SAND SC
I ONT 'rA� \ + ��� X , �, ,, x' ^'X- �_�i' � Q I-• �
NASSAU I F 5E'rBAC1 \� I I+ c4 rx. I3. xa. `� F OD FLOOD 1 gravel I EXISTING WOOD BORDER To WATER IN
to O , + I: zo E Ao ZONE VE I I BE INCREASED IN HEIGHT TO 17F PALE BROWN FINE SAND SP c0 co-
N 0 F T � I� I \ � ry k r%` ��% BFE I I' I
/ / POINT � I \ � 06 � ELEVATION +q.0 COMMENTS: WATER ENCOUNTERED 4.9'
o►dman Shannon ROAD II 8 37.�I 8.7
Keand Deborah 0, I 5.q+ a I 2 BELOW SURFACE, ELEV 1.1'
2650 Nassau Point Rd, o �I J
Cutch gue, NY 11935 ° ,' I sWa/�� x A 10 I PROPOSED RESIDENCE
2650 ssau Point Rd CD c I 1 Y O GATE E x v
U Swale = c�1000- 04-12-15 3 I bpQ Q _� w