HomeMy WebLinkAbout1000-87.-2-42.3, 40.1 & 40.2 r
I
RECEIVED
i
NOTICE TO ADJACENT PROPERTY OWNER APR ' 6 2D22
Southold T wn Clerk
BOARD OF TRUSTEES!, TOWN OF SOUTHOLD
In the matter of applicant:
I
iYUrViI/mak � �.� �J.1�0 C SCTM# Z00te7 c9F
YOU ARE HEREBY GIVE N NOTICE'-
1.
OTICE:1. That it is-the intention of the undersigned to,request a Permit from the Board of
Trustees to:
2. That the property hich is the subject of Environ-mental Review is located
adjacent to your pr perty and is described as follows:
3. That the-project which is subject to Environmental-Review under Chapters
96,111 and/or 275`6f the Town Code is open to public comment on:
DATE: O u�4
You may contact.the Trustees Office at 765-1892 or in.writing.
The above-referenced proj:)osal 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: -
I
PROPERTY OWNERS NAME: /IlA/, '�� �e. ��C
MAILING ADDRESS: I �', U1�i�i����y 117�8
PHONE #: � � i---_�/�- -
AGENT:
MAILING ADDRESS: .I 0 �zz - h �� .
PHONE #: � �' _
Enc: Co '
py of sketch or plan showing Proposal for your convenience.
I
t
Glenn Goldsmith, President �a(��i 30B" Town Hall Annex
A. Nicholas Krupski,Vice President sem® „ 54375 Route 25
P.O. Box 1179
Eric:Sepenoski ' " _
` , his Southold New York 1 971
Liz Gillooly '
Elizabeth Peeple Telephone (631) 765-1892
® Fax(631) 765-664
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
PUBLIC (HEARING FOR THIS PROPOSED PROJECT TO BE HELD ON
WEDNESDAY, APRIL 13, 2022 AT OR ABOUT 5:30P.M. IN THE TOWN HALL
MEETING HALL.
PROJECT DESCRIPTION: !Michael Kimacil: on behalf of NUNINAKOMA WATERS
ASSOCIATION, INC.
LOCATED: 645 Wampum Way, 255 Wigw,Etn1 Way ,& 175 Wigwam Way, Southold.
SC�: 1000-87-2-42.3, 1000-87-2-40.1 & '1000-87-2-40.2
For a Wetland Permit to perform work on the property located at 645
Wampum Way (1000-87-2-42.3), con. isting of installing 235 linear feet of
Shore Guard 9900 vinyl hybrid low-„siill bulkhead with helical sup�orts
installed at discretion. of contractor; restore approximately 200 li ear
feet of eroded bank w' ith 90-100 cubic, yards of sand recovered from
storm deposit ,area; install filter fabric (±1 ,600sq.ft.), ,and plant American
Beach grass Ca) 18” or� center (±1,200 plants) over re:-tored bank area;
construct storm water concrete diversion swale (10'x43', 430sq.f .) with
rip-rap runoff area (10'x201, 200sq.ft.), consistinci of "i0-150 Ib. stones set
on filter fabric, the storm washed sand area is to be restored to the
original grade line anci the removed Nand (90-100 cubic yards) is o be
used on site to restore, the eroded bank area; on all three properties9,
dredge a portion of Moyle Cove to delopen channel in three (3) areas, AA,
BB and CC .to a depth iof -4.00ft. (approx. 36"; cubic yards), and ark a DD
to a depth of -3.00ft. (approx. 65 cubic; yards), for a total dredging of
approximately 450 cuk�)ic yards; the dredge spoils is proposed to e
spread on the two Sealer properi:ies x;55 Wi wam _
( gl Way, SCT'IM# 1000 87-
2-40.1 & 175 Wigwam Way, SCTIVI# 10,00••6742-40.2), in an area of
approximately 8,000 sc,.ft. and to a depth of approximately 1 .5ft.; t e
dredged spoils placement area will baa surrounded b a silt f �i
y fence with
hay bales to be kept ink place and maint'a' ined until the spoils are de-
watered.
. TYPICAL CROSS SECTION VIEWS _I;
.. SECTION A - - -
..
MNW 14
11 R.Arg. jl 2.4 F/ w.
• MLW:OAOR�ew
- . .. .. �� •. m � =2S Fr.ELIAv9:DaDtl'1 " ' ` d• • " .• , .. ..
!' -4A FL EL I N.w boom)
V. ...
ADDmm'6300.Ydv.tlemeved _.., .. ;; .. - •. V
.. - •_ - .,+ - .. yl.
• - r - .. �..�
SECIIONR '
30 FL Avg- - MNWe+'24 REer.
MLW:0.00 R 001. / al A/•/lam ` '` / f I 1
'I 2A R.E1.(Avg.D•Dth) s�,
p•r.1•u<+s Z' ..t I'-0.7
.o vEc6YAnve wtTyrou
. r'ti t '1; • :r .'h'«Lt:dr:. .I.v+. J ' ,-0.9• 0.8 ��4, ,0. �Ab ,
. cam' �� r.i �• / -0.4 -0.7'�1.0 �
a-%
. -. .- -40 FL F1(Naw Rottom)•°' ., s ` _
.. i . ,
-0.2 0.B -1.0 x 1.4 -1!i -1.7 .-1.8 1.9 -22 -2D - O 20 °'�, .• ��
•`ADPmz240CIu Ydv.Removed ' Y • _
SECTION .i _ -0.1 x 0.7 t.+ -+.2 -1.4 -1S 1.6 1.9 20 -20 _1 -1.& s 1.7 +S r1-5 r-1-6 ,-1.8 1.6 1.7 K 1.6 Y.2"; 3.8 - 22 ,
SECTION C r !17 ' .. �' • •�'•(,�
.7 ' r-4 R9 �-t.3 t:J 14 • 'Ls l.7 LB l.9 .� T rzt zo,-io 2A .'20 x-2.1 22 22,-23 r 26 2.2 20 ,9 �-ao .-&7.='6
_.f, • .�' 'i O -OS t.4' 1.5 ,-+.S 7 _ i 21 21 _T.J 24 - -25
.-2.S.,-27 •-29 29 28 r 28 _26 i 2.9 ,-a1 ;.&7 '37 .O -4.6 53 S.O r.4.7.
MNW;•2-4FT_EL. 131E Avg. 141NW.•z4 REler. '.Hr w = • ' - �• .
MEW:O.oD CT EL--- C. �5.lA 1.5 1.5 R 1S -1 3 t 5 •7- -22 ',;--2.0 -21 23 6 a0 ,-3'1 ,-J.J a6 -3.4 a3 a8 y a6 y 3.4 a7 W-237 �4 9 5.2 Sg $5 S.2
I`
-20 F'r.EL(Avg.Depth)... - _. �. ___. _ • _�{- i 4 -4.6 -4.5 R • -0.4 ` ><
' -3.0 FL EL(Avg.Depth) J - _ 4 _ .23 �9 -4.1 _4g . . SO• .0.
�f _i� , - e 8.1
-l.3: , I - _ea = _29 - f ,
- W.
3.0 FL D.(New Bolcom) -lJ- -4,6 *g 5.0 52 -a4'x-63 -5.3 5.4 S3 r 5.1 -5.4..+ 5,7���-a4 Q4 -S•J
' Ii: _ j• , 0,2-0.5 w-03 ,-0.9 ;-to O �� e z4 -
r v -`
APpmx 88 CLL Yds.Removed.. I 1' _ APDmx'a W'Y�•Removed 1.0 -5.3 -5.4 '. - .
_ `a7 •-0.6 • - ••I ) - • _ : _ x6.5 i5S ;--5.4 �a4 ,�S.3',-53 5.4 • ;-ILD w� -03 ,i2_� 1 -0.4 -S2 -52 . -5S_ �54 - ,-8'J =4.4
I .: _ _ _ _
xp,3 _a5 x0.7 �-1.O xt.4, •2 '-J 7 a0 x5.2 -5.4 5 -53 SO x4.0 4.7 -4.S 4.8 -4.4 4:2 y 4.4 a9 .4 y 4.8 i 5.3 x'J-`�
. 0.J ,:0L7 ,-0.9 :Lt -1.7 -22 _2 4.5 x4.4 Y.3 -4.0 ...ag _3 -ae -S, ..3.Zo 3.6_-3.4 -3.J r 7��J.1�= 29 a8 - 9 x-42 4.6 $1 SS
.. •. / _ x0.4 x0.8 x1.0 x21 -29 -3. X4.7 4-5'_-4.3 x4.O -3.5-• i 2 x25 '25 x24 x23 -21 x21 -2.0 21 .2.2 x25 -28 y .4 -1.2 ••. ivy•r•5A _
Dawxo -.- .. _a -4.3 -0.0 -J. xa8 -25 x 3 -22 . . -2t •-1.9 . . i�- • _ •�`-
�.�,v�.._. •�� *,i.h -27 -21- -1.9 -1.9 -1.8 -1.7 -1.& •1.8 20:„.,- 6 -3.0 -a _4.3
1 �`•�- ` -0.5 -LO -7.8 -0.5 -4-6.
-,_
-7.7 =is
-7. -0. 0.6 -0.4 x0.6 g ^:-MOYLE-COVE.
. •. .�.:.. ' .l.7_-•-l.7'�.-22 -_a -�5-..-e.J -4.0 -3, i 28 x25 x27 x1 x1.6 w = • . : x0.3 - .:i, -0.4 -0.5. -0.5 _24
-^".� � :n / _7t 0.9 w 0.5 =0.2 • :' .
-0.7 -0.8 -0.B .to �+ =-LS x22 -2.� A �-4. ( %.'; /-29 ,-1.8 -LB -ta •-1 -Og'.4-a9 �as xa7 ,-a4 ,_03.-0.2 • ..
I ' _ - _ .' - .-ot =-ot -oe -at -°?`- 2 o as os'_a6 NOTES:
-1.8 1 !` ,,w� 7
.0.9 •-('0 • R I -.5 _ x-26 -1.9• 1.:0.0.2 ' .0.2• .0.2 -.0.2 .0.2 •,A.li -04 '03
=778•-t.e .-25 =1.3 is x76 ,-LS s+.� -23 27 = 24 _ 4 .7 a y-z J ,Lt �_° _-0 t .-os f� .a3 .az AlaD ;°.4 -as 1 Existing water depths surveyed Oct.20,2021
. 2 .-1.q _ _1.3 - t 2 22 -1.9 x1S xt.1 :0.1/•0.2 .0.2 .0.2 .03, ,0.4 .0.3 ,0.4 .0.4• .oS ,0.4 a0. :0$ _ 2.MLW set at Elev.0.00 Feet -
.-25 .-a•5 .-27 - 9 •5 y 1 , -21 .-ae .-a •-a 1ao3 -0s' 3.MHW act at Elev.2.4 Feet .
- _a "b.3 -0.4
al a -a8 •-5.0 •-4. •-, , .-0. x-. ._ . •4 2 -20 !1.8 -/.8 -13 -+•+ -0.B -0.5 • .0.1 =B-T .B•J .03 .0 ^.a5 .as .aa .0.4 ,o.} •65 .a's .a =as --a1 4:Proposed water depths throughout dredging areas .
-to
/V •I .-5.1 4,9 ,-4.6 4,g .�.3 x-:4S 4.8 ,-4.8 'x4. x-4.6 _ g. 21 z6 s-l.6• ,, 'as •-a., =-0.3�1 =0,T .0.2 .0.3 .0.4 .0.4 .0.4 '.0.5 .0.4 .a3 .0 x•0.3 .0.2-• A•2'-O2•;0.3 •0.4 to be Elev.4.00 Feet for A,B and C areas.D area dredged
I - . . - to Elev.-3.00 Feet
-al .-0.4 =-4.7 ,-4g x4.4 . - 2 -1.9 -l.a -1S R�I.i'`-1.0 .-0'6 y OS x_0.4 0.1 ,0.7 =0.t aa2 .0.2 „0,T• .0.2 ,0.3 .0.3 ".0.3 ,0.3 .0.3 .0.3 .03 .4 -0.2Y_0.S,
'-4s '-4.5 ; ' S.Volume of dredging'spoils to be removed is 450 cu.yds.4./-
o� -J3 •- ._S.3 • '-4g .4.7•:49 _-4.8 �-•F. -3 1 _ - 2 •_� Y t_5 -1.3 ,-78 !0.9 aB s o.5 x-0.4 0.3 I I ,yy�4a�.OS .0.1 .• 0.2 .0.2 .0.2+ .0.2 =a2 .0.2 CL2 0 .-0.2 -0.3 as 6.Dredging spoils to be placed on Sauer property in ari area..
.. �' 4A - - . . . • -1.l - .
-4.8 _0.8 �' 2 - 2 M - T , ,_+-g x1.8 -l.4 •1.Y x0.9 ••0.8- M4 -0.4 y 0.4 '4J -L 1.4 •-+•7••_1g "2° -+.t .--M7 -a7 -t.l -u -t.o _Lo _a7 �o z -0;7 _t o of beacfi sand approxi 50 ft.x 175 ft.to a depth of approx.1.5 ft.
sla z I 9 I' _ '- '-4.7 `-6.0 ' _ '-27 ' ;1's _2.eµ _ 7.Dredging to be accomplished b clamshell on barge
.
SPIKE x3.4 - "• .. -• ' 1.6
_ .. ELEVsa48•(NEW OA7UN) i _.-0.2 I -4.9 4.4 w x4 - O -1 - xL6 1.6 1S = Y .. , . _ , _ • , .
-5.7= -t.2 -1.0 -0.7 =03 -0.3 xp-T -a1 d2' 0.3 �03'�.-2'�Q I..LLI'o' ,47 -1A -1.a _2.° -7.6 .-ts -1i t• _to -i.o .Os Y B
_ a -l.4 ° ,t ;' �•�, CERTIFICATIgN
. I -4.8 -4.5 ,-4.4 _4.4 J. 3 - _jg -1.5 -13 xLo ,-0.7 0.5 xa3:;0 . ,0.0 -0.5 1;-1.1
1.1 _-t& 1. s l.4 -1.5 x%4 r 1.4. Iherrbyeat0ry that a,bbRTrmPlate9faBatllamabk:Survq of lAOyl9 Can
. - 6• o. -o. II .I •-ae -4.9 • ' _ - ' , ., _ by John Hard RoW9cke,Lleonsed SwMor dated 7080.2021 mHh an w9day
-as -4.5 -43 -45 -4.5 -3. 23 -l.4 -1.0 ,-0.6 04 -0 l.2'•,0.4 07 v AvtvB tvETx4to YfE 7 1M ,-l.7 01thaMPOMd Dredging Armand channel.NOdrhHa Orfout w.
to •.a6- -SA� ., ` _ . . . /,...• � .. could bear upon thb a :
. � -4.7 /,7�• -0.2,.'�t (` �. P° PPBfia06n Davd ban amllbd. I
.. •21 �. 4 }0.5 ,-4.6 -C6 -4.5 �9/;--&1 -- Y 1.0�-O.8-a4� 0.4
. 2g 27.2821
.. ..3.1 0.6 I .25 :1.6 •+• ,-a3�`` 0.8 7.ai .. i• ''`' MHohad KlOmadGAgad.Nwamba ,I
• i -5.7'_0.B '-0.5 ' 4.7 3' •• 0.8 C .. ..3
-a8. x23 x 1S -1.0
0.6 -1.8 '-5.4 -4.4 '_4.0 �3 •-29 •4
-3.2 .-z..-20 _1.0 `►�
7.7 I•-7S . �2S v-33.5 x1.4 x1.8 1.0,
- I R ASSOCIATION,'INC
I a9, NUNNAKOIVIA WATER
-00` '_,.T Marina at Moyle Cove ;
y I 0.7 .o -
PROPOSED DREDGING PLAN
i
t'O= SCTM 1000.87-02-42.3140.1,40.2
By:M.A.•IOmaek Datedl March 6,2022 .
0 ,0 20
• .:.--.•"-- EOF
RS _ f PROPERTY OG .. SAUERPROPEFAMILY LLC. .
MEET PROPERTY OF CAROL and R DONALD SAGEA - -
\ T .•4� 0 60 I 1 NUNNAKOMA WATER ASSOG SCTL1:1000..17-02.40.1 SCTle:1000•e7-02-402,
a -• GRAPHIC SCALE 1"8=20' II scnR:l000•tn-oz-a23 _ .
.. fill! ..
7'03 NG PARTIAL SURVEY OF DESCRIBED PROPERTY
QP;;:;;• 18 d 7.08 NQ l AT'NUNNAKOMA WATERS'
Of .f ,27, .•;; 5 , \i� PERFMND.5124FILED 09JULY1960
TRAI
.:7 .1..1;.1.1. ` ,�• \ 1 0ga AT SOUTHOLD
TEp�E rRA t9�:: ::...... .: � 1 >.OTJ TOWN OFSOUTHOLD
G Ems ' 7 ''k !? :::: C 11», SUFFOLK CO.,N.Y
..........
1000-87-02-423
/y2 OWNERS:NUNNAKOMAASSOCIA710N
to / 8•�! i 8. SG SQ
CMFD8.28`�o •> �+ H;.1.11.1. wP4 a¢ �` • EG / 08 /! 8DPlfB 2.60 DZ
SRF&M 7.5! • •�• }30 FT 4<Dim ?P •,s 01� � A 4'i>1�' - / 6E j�'I/ x.31 O �_L* NOTES:
• 100.00'x- ti W OF -for
! 3.� 3. � `'� AP:ANGLEPOINT
N T9e�gb0 r ,,�: "" m �T00 - ,P ,w �/ 1 sQ E
r r Q w g�lo6 �00SG e19pp� 135.00 BK BRICK
S96 /�,� 60PIi fi 1419 BLD:BUILDING
G / N� �r445GSSG ,!,, 1•�' 1 CLF:CHAIN LINK FENCE
DAP M EP"GE OF PAVING
1� W EL s 0.0 EIW:EDGE OF TRAVELLED WAY
F;•:::{ ML DL-EXISTING
' o s FD:FLOATING DOCKI MED DOCK
op 3 4 LS:LIGHTSTANDARD
OB692�4 .tb•
h• / S _ MLW:MEAN LOWWATER
¢'R / TURBIDITY
CURTAIN ,• @77MEOFSURVEY
4 9PGs¢D NG:NATURAL GROUND
7.71 SRF /T....... ISI / PR 10.03 PCC:CONCRETE
0o j g 9t::r.�� j 'j I t `/ 6 1DPILE SC77N LOT 423
SF'SLATFENCE
ly a � SG:SEA GRASS
` N I �': I j j j y8e j °� TBH:TOP OFBULCKHEAD
rr j l k TE:TRASH ENCL
O jj r:•k:'?..,j �� J rI I I 11LDAP 2f9 }�+10.72 BDPRE TO.TOP OF GRATE
TH.TEsrHoLE
w !1 4 J' jfl ! .I Ff�AP 2 �0 10.60 8DP8 E TP:TOP OF P E
0j� j 237 FLDAP 2?o�jP�p 7W:TOP OF WALL
O jtml "40� VF:VINYL FENCE
�1'';;• I / WALE 1U Ko - WIFENCE:WROUGHTIRON
oi0.37 y WW:WOOD WALK
SMILE v
`r
I 7•'f�+;:;i:'�Ju I I j !Br L I I RECEP 4. 1t1� 221 FLDAP Off*
f Posr I 10.29 8DPRE "p<a c
I ::� I I I I / 0 2.23 FLDAP. ` Z
45 ja j C t / SPIG 4. '235 FLDAP j11 '
SRFEND7.73 !1....•:': ETW I
skis•.::6,64 jo; '%
1 I l A ; BASIN
•7A9jPOST(f'Et4Y.,.:. 8.9t j joE2. I / . _ .. '^ Ch
W /':•:::.111.:7,.'TOP 1 j0o GBj
V J .7.3i jPOST:.... :� I 7$Z. I J4 O
Z j ,Q]CT164 q3. J ( ?0.86 8DPILE r,� N I
„7.30 POST;}l.:^t:Citi. l � �p l I 10.801 SPDT-3.76 4b 10.42 8DPILE `
_ j 'I 2.24 FLDAP m
RECEP 4.6
LOT 5 .-7.36,1 :' ` 2Af FiDAP
f
17.37.Sr T 4 m ?
FLOAPD18f2 28 FDAP
J+ POST 1662 NICE 7.11 Ia 4. FDHP .91 FDHP-p�
Vj :7: ::.:.. ;. l M t4 I .6.27 AP a ti 1v 228 FLOAP
EnYk-11.1
8.2 D 8.37 1 7.04 80PlLE a liSRF END 7.7f7of ;� 24 FD 8DPILE \010,47 LS
N; r io7 8DP J O 121 FLDAP
E7lM 7.90 " 1�.: 7.06 I �m I +'A \ F K �� y� S' 2.43 FLDAP.
.. IqI i b Q - PLUME AREA OF STORM WASHED SAND(1400 SF+1-)
ETW 788 .! b Y` OP TO BE REMOVED 80 ORIGINAL GRADE AND USED
.. PI j 3. H ! CTY64 ON SITE TO RESTORE ERODED BANKS(00-100 CV.YDS.+1-)
r 2.25 FLDAP _
E T02'1':^ :•.•7::'hl'fN9;'22.. v� I _ I 1 M� 10.40 8DPIL <^
SRF END 7.78 f........•'9H9':E719[:. :.�OAD"�I���Jp, k SPIG 41 219
e, 1 242 FLDAP
.............. VH20
PROPOSED TURBIDITY CURTAIN
.............
;t:7.i{,...,�618� \ 'Da RECEP 4.7 PQ
? 11Y:@o2 7oPAP\.�\\\ ♦ e. 2'4zi°saOT ,
r�< t f a f0.6J BDPILE CONCRETE SWALE&STONE DETAIL
PILE 10 2.29 FLOAP
�,\�\\ �\ SPorl$ Scale:One Inch 16 feet
2.30 FLDAP
E71'1r7Yt: ••�� ���\�S�A \�. '�
7.76-EL.
, • 7.34'EL l
•'�', •7 '.•i �' 7t' I 50-190 LB.RIP RAP
,.,.._.. .... C CR ..
'\ Qw "'� ry20 ON ETE SWALE
_i
• - ---_- -_ -:' x ::7./L'. -! \TOE\ ♦ 93GB- 0.:0-
SRF 8.40 ::;,t •.'L`. TOP \\ \ SS \ ��, 6.76'EL I 9.0 EL. _
6.28 � \ ♦ •7 I _ .
•;,6;' �, \'D�\fiWh7+•20 'i6 f _ FILTER FABRIC 2,00•EL
7.07 .. .,e-r: \\ 2 ♦ \ 1 O FS. I.
E:7T4! '. •' 'JYJ).'A,a�.{:' ,:i� \Q8\'�. j �•I _ I G"CONCRETE SWALE W I 1,
'.1 :•Lrt7SA'Pd49J:.iT,3y8'�•: \\Y�j,\ \'' '♦' - •1
@\\,O \ ; rl 0;86 H2O -"'- 4 FT. -"-"-'-- /� M 4 REBAR 1$12"EACH WAY
I ,. . . ,, a \\\ -
\ �•\•:------ "�'' \\ 1 I EXIST.OR
ADE
i FT
SRF SQ 8.61 ' \ POST 732• \ 1'r:tiC.{: :.Ofl;:,:/' ece --MHW_ ` -�, + i.�;�Mra
`• (1)FT.RCA BASE
\\\
POST 7.ze\\ c i \`• �' '1 HIMM-120M6445 "
\ 6,67 ETW
\, ,i•� CONCRETE SWALE/RCA BASE CROSS SECTION
4�TOE X6.68 NG ` ` \4.94 GB Seal•:On*Inch-4fact
\ 6.28 It CLBENCHPR00 \
\\ .6.21 SPOT
4.84 TOE
CONSTRUCT A 211211 SLOPE TOP OF BULKHEAD
�O Q• WI RECLAIMED STORM DEPOSITED +6.5 Fr.EL. •-
3.38 �' '� SAND(90.100 CU.YDS.+1-).
TByBQ '. \ INSTALL FILTER FABRIC. SHEETHING JETTED TO NOT
\ PLANT AM.BEACH GRASS®19-O.C. DISTURB WETLAND AREAS
i.
13 �)• EXISTING AREA INCLUDING WETLAND
2247BHBG yy� w I - GRASS LEFT UNDISTURBED FROM ~
"i7•e j�• • NEW VINYL BULKHEAD TO TOE OF ,
0.87 FI20 4,84 TIDE '., REBUILT BANK(NO ADDTr.PLANTINGS I' .
AND NO ADDTL FILL) +
MHW.2A FT_EL.1
Scale:1"=20 Feet '
• ' 40.0 FT. I--` • •�1
NUNNAKOMA WATERS ASSOC. INC, i
645 Wampum Way',Southold
j MLw:o.00Fr.E
SCTM:1000-87-2-42.3
PROPOSED HYBRID LOW SILL W/BANK A A CROSS SECTION:TYPICAL LAYOUT
RESTORATION. CONSTRUCT CONCRETE
SCALE:I INCH 5 FEET 6 FT TO CENTERLINE OF PILING!
SWALE W/HEAVY STONE OUTFLOW FOR
STORMWATER CONTROL
Represented by Michael A.Kimack
CUT OUT EVERY THIRD SHEET
Date:February 11,2022 . f. 5 AnovE GRADE TO RHW
•�. (( (71-X24-)
, I ,I'2'X TX16'CCATOP CAPI CON7INPOUS)I' ..
CERTIFICATION _
I hereby certify that this Is a Template of a Partial Survey of Nunnakoma Waters Assoc.Inc �`"i x,uB K DOARD Rxw
by G&A Land Surveying Inc.,Licensed Surveyor dated 10 112,2021 with an overlay --
`':6'xswxALERS P),
of the proposed hybrid low sill bulkhead location,spartina replenishment area and stonnwater OND HYewo oPrsTLLED „
control swale and outflow: No details or features which BULKREADATDISCRETION
SNOREGUARO CM&O VINYL SHEAMN6 . OF CONTRACTOR FOR BLw
could bear
uuppo�n this application have
�been
.�omitted. i ADO_WPFORTASNEEDED
Michael A.Kimack,Agent, February 11„2022
}•'• HYBRID LOW sn.LBULKHEAD+DETAIL
' NOT TO SCALE I Y