HomeMy WebLinkAboutOki-Do, Ltd (3) PATRICIA C. MOORE
Attorney at Law
51020 Main Road
Southold,New York 11971
Tel: (631)765-4330
Fax: (631)765-4643
November 1, 2016
Southold Town Trustees D IE 1 111 E
Southold Annex -�
Southold, NY 11971
By Hand NOV m 1 2010
Re: Oki-Do Ltd. Southold town
SCTM#1000-38-7-7.1 1 Board f Trustees
Dear President Bredemeyer and Board:
In accordance with our discussions at the work session on October 19, 2016 we
agreed to revise the design of the bulkhead along Shipyard Lane in order to allow for
public access landward of Mean High Water. Enclosed are the revised prints of the
bulkhead design.
In addition we discussed that the Town Engineer will monitor/participate in
possible sediment/soil sampling of the channel and basin prior to disturbing the
applicable areas. The number and location of soil sampling will remain at the direction
of the Town Engineer, based on site conditions at the time the work is commenced.
have confirmed the coordination with Michael Collins, Town Engineer.
Please place this matter on the calender for Wetland and Coastal Erosion
Permit.
Thank you.
Ve ours,
atricia C. Moore
PCM/bp
encis.
C: Michael Collins Town Engineer
1
4
O
a \ \
A A5 AS zL
m
o w ... QUANTITIES
_< I
W • TOTAL PROJECT AREA = 5.4 ACRES
eY
as TOTAL LENGTH OF NEW BULKHEAD = 1,282' / ♦� \ \�♦
X • TOTAL LENGTH OF NEW JETTY = ISb'o
• TOTAL LENGTH OF NEW ROCK REVETMENT = 4"1 °c\o�'\Gr
/' \ e °cam \ �°♦`q`oo^/
o TOTAL AREA OF NEW ROCK REVETMENT = 3 Sas S.F. ot
o� C4j TOTAL AREA OF DREDGING (CHANNEL ONLY) = 21503 S.F. /''/,' / � r dr° / \`` `� W
of �0 VO� - • TOTAL VOLUME OF DREDGE MATERIAL (CHANNEL ONLY) = 4,022 G.Y.
• TOTAL VOLUME OF MATERIAL TO BE UTILIZED AS BACKFILL = 1500 G.Y.t /'' / °c\a e r / y Q�° '��� �♦ Q `� "`
'��� Qe ����\ EXCESS DREDGED MATERIAL WILL BE DEWATERED AND STORED AT THE / °'-� � oQ��o �o� o° ♦\ hr aS
Fo �\9O� / UPLAND LOCATIONS INDICATED ON THE PLANS, WHERE THEY WOULD BE /�' 0c��c°°' \
{ N�
�S `� AVAILABLE FOR USE BY THE TOWN OF SOUTHOLD, IF REQUESTED. /01
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zo
/ -f^ /'' /'' °c\� '� / / I i / / Th� "fryer , / ".`!� \ `\\ 1 •n,
\ \
is
F / 4 X
Tt
SAND BAG OR
2' MINIMUM
t ALTERNATE WEIGHT /' o k• `� f 1 \ / '�^ o `
LENGTH OF 2"X4" ismin
/ i �'� � \ \\ ♦ /' / ^�0 38 \--�' /
is
lq-� x19f' 2" X 4" WEIR
49E i:; p D r
FILTER CLOTH 2" X 4' SPACER /�' /' ocROroc s°c / ,/' \ I /' j j %
WIRE MESH /,, oce � I I
G w "TM•p �j ' \ roc' ILCO
z " t p I / i I < �� f
Is
INLET 0
'
�N .� � _s au,,a -_ ...,� .,�. •,,, _f- � -,m, ��1¢ am_ ,.., s � >ti _— �_�_>1.� � �. ._v.. .�_�.s::� j>.� PIPE c�,
o '' eo
LOOATI ON MAP 6MAXIMUM SPACING /•/ / ,-___- '
OF 2"X4" SPACERS
o Image Source: New York Stae GIS Clearinghouse, 2010 2" X 4'
T
p� .3
w z ANCHORSIs
w ? 400 O 200 400 800 1200 _
--
o 1 moi/ \\ •// ,/q"'�J
I STONE -- y _. \ \ / /� / ,.� , �/ / \ OTHER
� :� ON-SITED
t LOCATIONS
1p ' ! /' i /• \i��iY I lll• I I 1 �, i `moi `� \
I CLOTH -- 2 X 4
%i SPACER
MESH �'' \�\ \ I / i I /' i �� \ \\ \\ i IIS! 1 \ \I %
ASSUMED INTERt1V1AL ZONE 1 \ /
2" X 4" WEIR �\ /r / / ' a- / \, \ /%; �'/,i�'/ \ \ r I XISTIN6 t116H MARSH \
`z l / �' \ // __ \ Aeb SF) Nb BOAT WETLAND(6,461 SF) /
CURB DROP INLET PROTECTION s�o \ / \ \ \ /; . `\,'//�___�;;'/ . ••�r•••...••r /
9 �°^ •. ``. r �, I /' /I \\ `, Cs\ \/ • rsiu■u•ruu !•; ammm ACCESS ■•nra��• kraaar�►.'.ruu.rr.rs+p. 1 ''Lrrn• #ferEs \f fef fff ,l ' `r 'W' �Is, �� ,1 OTI'�"R ETTLIN1/$D SPOILS
as
• --`` \
NiBE DEPOSITED V411THN THE
/ 4 G \ \ / / / err[•urur•••na•• y 1 P gCC•• • // rp¢�� OPF-511E 5ETT1.IN6 1.P�600N5 OR l"• �
sp
`�. � I / / /r .�L\\ �/ +++,♦ /l ■ro�Y frrru•nrrr f/ ♦s ♦� i 1 rfsfr•f ••' i t f - I / '
SOURCE: NY STANDARDS AND SPEC I E I GATT ONS � � .•
��• O nws LOCATIONS 'f / I
FOR ER05ION AND SEDIMENT CONTROL -' / `�. �. 1 / /3 nn
t`a Oe pr \ ' l / / - / /d / / : ',it ,,�!'.' % +d-•J;" - -+- `� ! •. _ ♦;---- 41
Z)/
is o ca /
CONSTRUCTION NOTES G py
aG\10 pc8 (A / 1 , / SILT FEwpiN5 AND/oR 5TRAW'BALES +x"`f ,'/' ' � \:• `I r /
I. FILTER FABRIC SHALL HAVE AN AOS OF 40-85. pts t \��/� / y/ / /�. TO BE INSTALLED AND MAI AWED • i cw+« / •i t P� 0
! 2. WOODEN FRAM SHALL BE CONSTRUCTED OF 2"X4"CONSTRUCTION GRADE G9 .♦ ' X.' gy /� A5 ry Dpy�.SLppF�(,F 1}� itr r •, '� � �
LUMBER ,/ 's I I ,' / / PRO.EGT AREA LIMIT$,A5 i f ' a. ' i
op
3. WIRE MESH ACROSS THROAT SHALL BE A CONTINUOUS PIECE 50" MINIMUM m \�y `:i S 1 I N ,' \' ,' NECESSARY / •♦ i •A5�:Il�ED LOW
el, ! / c / / .♦ • WATER NO, �.,
WIDTH WITH A LENGTH OF 4'LONGER THAN THE THROAT. IT SHALL BE SHAPED ♦♦ �• ; �• (
_ / / • • $OAT Net . 1 0 n
AND 5EGURLEY NAILED TO A 2"X4"WEIR. 1'. / / / , \ / / p+ _l : /
NO MOPX.
4. THE�TR SHALLA BE 6EGURLEY NAILED TO 2"X4"SPACERS�l"LONG SPACED •FART. \ / ` // /' / ,// ,'/ // ', •..+♦+w��+"� ♦+°♦♦I, / ° d ♦ i/
1 zTIDAL zoNE of f
5. THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED BY Y.`, / < / ,' i' / ♦+w+' �. "' w♦+.+ f '
2"X4"ANCHORS 2'LONG EXTENDING ACRO55 THE TOP OF THE INLET AND HELD _- �' _— ��' ra♦®+s' + •.µw•+♦.• ` n°o, MARSEE HETLAIIIV INA T NL6EI T
IN PLACE BY SAND BAGS OR ALTERNATE WEIGHTS. �_- - - ---� -- Xl o « ♦1 .r /F P
�, -� \ 2 ♦+1�V ♦+•+ n•, NOTES,6h00 G?) "" - ': TIDAL Wali DARE(
--- _ ''�' ' �> . O. ♦♦K +♦+'♦ fps roa -A+2` 0131 BYDA\AP
cJo a -/ �' ;'/ f````►„�,: ♦♦ ♦ /,i nro '/ i OF VHB
.� �+ .` i°'`, /, i`. � • :V g O NO DREDEIN6 PROPOSED I O}
♦(\ ' \ ` x- �� • � s "O WITHIN BASIN RE •nw,eoroasr.l•.mr - ! I LOCA BY Y t b
rn tZ �`. i\\ ` w Al �! row, ttw ”�'jr�\ m z Imv.,a To nart� • / ON /I - 1 •1 `� '
' MIN. ' /Y '�, : V *t `- roy aw q l�rr. h ( I
y / 's`\V .• Q EXISTING FIS &�
STONE PAVEMENT 21 EXISTING \ \\ I•
l `x �\ / `} \bte' .�it n� ` v DOS TO REMAIN Q n: Qc v, a. \; ' I I ; �/ e it ���s
` . Y
j GROUND S./ PAVEMENT , f - ;\`�',, i\, �'•�' � � � 5 ,fspo►oF�! Iq,r`\w M 1r$
0 `` ` «/'• '� ` e� nip) \^" �. q►y�`e�`/' \_•_ / .f i �l p
```
-ay;;� `` `^\ � ,e.`' 1 � F. ♦ �o d M,y, roo �� �
s z_ MOUNTABLE BERM '�9, - - ° •o° h
FILTER CLOTH � (OPTIONAL) WOVEN WIRE FENCE (MIN. 14 GAUGE W/ /"`\;` `` ���\ ®`` ••; �� ° t�� '
PROFILE CONSTRUCTION SPECIFICATIONS " :° �`�` v P ap r
r ` 4 �- ♦�`. .♦ ,�. f enrvG� e° tea
/ 7
MAX. 6 MESH SPACING) �.�. � / '� 41��' �.
I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS \`� \, w♦♦� .�I f�`Q JP``�f p 4
g� 50' -� WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL,EITHER "T"OR FILTER CLOTH `\` ♦2+T"" ' 61 �� P v0 !�`o\moi �►, �. �s� ' r \ i
MIN, "U"TYPE,OR HARDWOOD. C,C ``'♦ d, • de�`,�r. 0 P'\� i n0 a �' vNt e /
N j 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE 7_ /i,® 07 \�`. i *�,,'"; /:1 b� • A > ogirpy
! gr
/ F // 'lo ' 9L q' ` ♦ -'z-�_-,`-') .1 O�'/'�t' ,•�'e''"\ - b -- _ .,. •`Vk0 'Y Jy% X �
r
FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. � COMPACTED SOIL s �, s @ 03 p`u ♦ � � ry
A N z FENCE SHALL BE WOVEN WIRE,b" MAXIMUM MESH OPENING. N o o sp7/ \ . .- • ,y ��- \bj Giq \.(rU
_ 5. WHEN TWO(2)SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, UNDISTURBED D15TURBED • 00 0,`3 ' •� �9 df W�aP�f\t^ 5^• . , '�
THEY SHALL BE OVERLAPPED BY 6"AND FOLDED. FILTER CLOTH
_ll_ SHALL BE EITHER FILTER X,MIRAFI IOOX,STABILINKA TI40N,OR AREA FLOW AREA
`` � ���., d •. � �pY' f '� � " `��•
4 1 APPROVED EQUAL. L.y `�\.\`♦" .•' �i. y \\�� ( o \ r' O. �c" °. ,� i ro.
• 'SCF". �\ 4. PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENGE,OR •:°i •s •^ �9 Q{'�C sP �A i 'S, ,j o
`y Mfr% i ..• I ', APPROVED EQUAL. - _ - - jj
`. •, •� _ x t$ l0 3 yG ` ne, �� . NEW.CITY I
E lu .' ., = = EMBED FILTER CLOTH •-►". r a
_ EXISTING 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIA_ - 11 — STABILIZED ♦•'� * •v
$ EXISTING �j�\i �. COARSE. '-. 1N': '' PAVEMENT REMOVED WHEN "BULGES DEVELOP IN THE SILT FENCE. �}u A MIN. 6' IN GROUND CONSTRUCTION ,o �`,``` •ice �. $� g f / ! � NEW,lErrY {
GROUND �� — Z AGGREGATE 6. HAY BALES MAY BE USED IN LIEU OF WIRr £AC•KING FOR — ENTRANCE e* ••/• e sr
u-I' -- STABILITY. �• 9�\ • ♦ ''' d'j' n(p \�• xlmw.mmwcua�
SECTION ' ., `� / �, 4 Is.-.
yp
T WOVEN WIRE FENCE q*�\'. .•cP�.� 'b e `L •(
0 36" MIN. LENGTH FENCE POSTS � 4 •• f JPS ♦•• t49 °"
PLAN N z 10 MAX. G TO / ' ,.♦; ♦ °` C �� .. �
_ DRIVEN MIN. 16' INTO GROUND S
? CONSTRUCTION NOTES , ,\•` �/ •«'�. �.y•��'s�s�� NEW NDUAVY- TY VINYL �� 5
c I. STONE 5IZE-USE 2" STONE,OR A RECYCLED CONCRETE EQUIVALENT. FILTER CLOTH `3 � , � BULKHE�'•�
PROTEcTi
0 2. LENGTH-NOT LE55 THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30
4 \�i. \ 4 f f f r•••►•+y f I ARMORMENT
3
I
/' DREDGED r,
o FOOT MINIMUM LENGTH WOULD APPLY). `�
, CHANNEL
x x
5 3. THICKNESS-NOT LESS THAN 6"'.
(A 21503 SF.,V■4A�GY)
�9 0 5 w•a
N 5 OR 9
WI TH AT POINTS WHERE I GRES -
5 THAN THE FULL D
- ' MINIMUM NOT LES f` i
I TH 12' MINI U BUT
4. W D
- 1
a
/ t �
gyp. �
5 EGRESS OCCURS.
CLOTH-HILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. ^V' j � QP�� EXISTING SURFACE D�R15 LOCATED
5. FILTER GLO L9
6. SURFACE WATER-ALL SURFACE VyA
TER FLOWING OR DIVERTED TOWARD CONSTRUCTION ":.
INLET `Y ,�` ,M Cy�,�`- \� �\,"-� � WITHIN THE PROPOSED BU_KF�AD AREA me) I •� ;• 1
.C` 1` • ALONG THE SHORELINE WILL BeM01/I:D TO roo, �O� I
C
IF PIPING IS IMPRACTICAL,A ¢ e>r ��
N E5 SHALL BE PIPED AGRC�55 THE ENTRANCE. �I^
ENTRA G PR❑ ECTIO � 2016
MOUNTABLE BERM WITH 5:151 WILL BE PERMITTED.
1. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL ��� DI POUPIA L, LOCATION ANCPlzmDE I OFA-SITE
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL SEDIMENT / yy DISPOSAL,IN AGGORDANGE WITH n„
SPILLED,DROPPED,OR TRACKED ONTO PUBLIC RIGHTSUBLI WAY MUST BE REMOVED s 9v ��{ PRt'VAILIN6 RF JLATIONS
�' mss, ne, Saulho;,,town
IMMEDIATELY. ELEVATION r / 1,04 PROTECTIVE ARMORI-i "Oe' (Tr `EE
8. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(1) - Z
CALENDAR DAYS. �' � �� y`� (AREA■`3640 Si ,
51 LT FENCE �/ a' 51 TE PATA ro�
a STAB I L I ZED CON5TRUGTI ON ENTRANCE NTS
a
., FLAN 51TE AREA = 18.3382 ACRES
D • VERTICAL DATUM = N.G.Y. DATUM (M.S.L. Ia88 FROM GPS) I
NTS SOURCE: NY STANDARDS AND I
N SPECIFICATIONS FOR F-RO51ON So O 40 8o 160 240
• BASE INFORMATION SHOWN HEREON 15 FROM EXISTING
AND SEDIMENT CONTROL I CONDITIONS SURVEY PREPARED BY YOUNG $ YOUNG ON
Scale: I = 80
MAY 5, 2013. �
a I
o
a
--- - - - -- >. ._„_, , , , -..."_,,.. ..,,,;,:-:. _,,._' :-,.._m..,,---ter "..,...,,,......,> -'-`--- --"---.. .... _ -- - ... -- - .. _, _ ._..-'--- .- .....w,_ _._`-`- --".v_..____ _.,,,._,_..,. ,> - - - - -- -- - - - --�- -- - ---- - - -- - - - - ----- --` - - --- - -- - - -. »___.._ ,___.._ ,.,..... >,_....._.. e__.__._. ---`----- "•- '- -- - . _. __'--- --- ,_._.__..v>...,.. ,,.,-.._,._-"-'.._.." _,,,, ... ,..,"-_"y..__ a,_,,,.,.,...,__ _-- -,....a _ _. . _-,_.,,.,_s -
_ "Cl.b. c.b. Record of Revisions
�E OF P! _`v w deo deo No. Date Remarks Drawing Prepared: January 24, 2013
ESI..;' " r'� 5 I ipyo1 d Lone,
Project: 2012_0014
S A n I Ind' deo Clea 02.12.14 Amendments per NYSOEG comments 01.14.14
Drawing: 2012_0014_blkhd
�," c� '; dea Clea Q 05.01.14 Amendments per NYSDEG comments 05.06.14
�,, �� T�• I i, Clea Cleo - 05.20.14 Amendments per NY5DEG comments 05.20.14 ' fast Marion, TOWn of Southold >
I' C o n s u I t i n g s E n g 1 n e e r 4 1
Clea Clea 02.20.15 Amendments per AGE comments thru VHB mtg. 01.30.14 Suffolk County, New York
�'o / Cleo dea 5 04.2 1.1 Amendments per Trustees comments at site mt $ Public Hearin k
m �- .
Clea Clea 0 10.21.16 Amendments per Trustees comments at IO.IQ.I6 work session
/ 1
D.Adams, e, Ilc - PO Box 14,5etauket,New York 11733 - 63 1.774.352 I - da-ce.com 1
_ ,. � Bulkhead, revetment and Dredging Plan
o t P € -_ D ugI Aaams,-IJYS-Fi IIc.no.80897
5GTM District 1000 Section
r.y.
---- - --- `”-, ., ,..: __ x,.: _ _. -------- - - -"'._ a r _._ ,"apt s� _ _„w, .._.-_-...._.,_..._._.,.,-.«.a.__ -.,_„'.._.t ''`"'` .1' ... x._,_, M ___ .,.-. ,-- 'r"`. - --.,__ r .._. ,. ..,._ ._.._--`--- -rg♦mz..-�, - --�`;� �r 5 m _ --'� -- -
1\+ ASSUMED INTERT)VAL ZONE17
12" DIA. X 28' PILE �� 086 SF) FOLLOWING -BOAT 'EXISTING HIGH MARSH
6-0" O.G. WITH 3/4" CHAMFER \ I ' i G NNEL DREDGING > //WETLAND (6,461 SF)
DEWATERED DREDGE SPO I L5 TO
ws . lsot
ie !. .dt / BE DEPOSITED WITHIN THE
E °°°°a !114e,
°■° , i ACC � ON-51 TE SETTLING LAGOONS OR
ACCESS °.°m.�► , / EEPRONES ES e e
x 12" la' x 6" x a° / e�° P °°a° s ® �s® / OTHER APPROVED UPLAND
g� GAP TOP WALE Q _. ®°°®��'i®°°e°■°...gym®°e■°�.®��ile°.°laEnna&. / _ ® � � I � fid! �®� � � / O0 TH�2 LOCATIONS �
SN FINISHED GRADE I6'-o" HEAVY-DUTY CORRUGATED VINYL / // ® Zm \ �®
N6, SERIES ESP 10.5, AS
MANUFIACTURED BY EY RLAST SYNTHETIC -7
N z PRODUCTS, OR OWNER APPROVED EQUAL. u O _ --
o EL= prt
S , \ \ \/\/\/ = EXISTING GRADE r, @� __ _ {C \ ®�� ��� 't ' ` __ ♦/
m a" DIA. LAYL065 /
_ 2° DIA. EL=1.40 SILT FNP NG AND/OR 5TRAI�k BALES
TO BE /I-N STALLED AND MA NTA I NED @ � I DOLPHINN
�o.'� " � / � ✓/
AL,045 THE DOWN-SLOPE/OF THE ® ' o 3s
@ I DOLPHIN 'W
HWM = 1.30 � PRO,JEGT AREA LIMITS, AS �� � I
' (3r55UMED LOW
G U
NECESSARY / Q I
WATER j�lNE aL:� W I NG /�. p�� • s ,
i2 FE / ® � ( 15OAT GHATtN-EC7 GING /� <
COUNTERSINK ALL � b / \ I i
HARDWARE AT FACE
OF PILE 01.4)
06 , 611 x b" WALE - // � r.
� � r„I ( /' ` ��, l i ♦/ s
F MLN - -1.10 ®�e I1'ERTIDAL ZONE OF x� ,
<
a I" DIA. TIE ROD 3/4" DIA. / o MARINA TO BE VEISETATED
TIMBERBOLT IN/HEX �•�°� 113.0) (SEE WETLAND PLANTING /♦J /
PPO� NUT ff NYDD WASHER VOLUME TO
BE ® 0� (63) / TIDAL WE ANZ 6OUNDAR
DREDGED FROM ®� �® ���� (,.5) (1NOTE5, sheet G-2) I� 0k
e= + I AS-DELI FEED BI DAVID
FILTER BOAT CHANNEL ��s /��� (1�.q) , X KENN 'OF YHB ON 1/2 /IB 4
/'
F FABRIC (APPROX. 4,022 G.Y.) ��� llo. ,� NO DREDGING PROPOSED 312.,) /' _ I I / ; D BY YOU G Y'oUNG ��
�� 8" DIA. DEADMAN WITHIN BASIN AREA REMAINS OF EXISTIN&TTY ® ,p �.- I A
� 0
.� (13.4) (12.1) TE REMOVED TO MUDLINE\ — / ON 2/ /I3 I �
PROPOSED vy o) EXISTING FIXED Os 2) /i �r-
DREDGE DEPTH <� . + �\
DOb� TO REMAIN \ ` i
+ \i , / In 4 r/
F5:J 'gyp
1.0 tj
o V e Cdj �O (9.3) 110.9) op9 , [))
0 33 — — HE)4D FY_ 4 ",
N_ SGTI ON TYi�I GAL VINYL BULK G P ` ti� o�� / 114. ' ,� , �� °4 �%
NTS cy / ��� (9. (9.0) (les) �\�\ _`` o // / .> �'�/�4 O� 1
J
IL
/
FINISHED \�
GAP STONES GRADE
3 TO a TON EACH
EL=5.50 &
EXI5TIN6
i
r BULKHEAD TO BE
REMOVED TO MUD LINE 4
TOE STONES
4 TO 8 TON EACH EL=2.30
EXISTING
HWM = 1.30 ------ — -------------------------------- -- GRADEA. 9 �\, Q�- (1. NEW JETTY
<oo vo� NEW JETTY 11.,
1=X�STIN C�R� - �- y
FILTER , C�¢-(0\�P ♦��P' P�Qi�PQ,�i� l2. l .o)
FABRIC -9 �`v� ' , ��\� 0 0� rJo \" REMAINS
F E 115TI TO MUDLINo
MLN = -1.10 - - - - - - - - - - - - - - - - - - - - - - - - ♦ /'1^ � �' � \k'b, 0 \4J ♦ REMOVED
XV
/LJ/� �'s�� ppb �S P�,p tCr ♦ e® J���G LIM>OE r�*IO 51 -
�j
3 FINISHED TER
—r— / his �� �® � i 'f� �' 0 6 \/ ®� '°+"' DOLPHIN %
t GRADE �° DQ O ��� �® �� o, �� GGQ\4�
\ +® �� / pF ®e"� � Q\ �� REMAINS OF EXISTING.JETTY
"1 TO BE REMOVED TO MUDLINE
lip, A
p BLANKET STONES \�° ' I 1® / � � 11 NEW HEAVY-DUTY VINYL �\
8 5 TO 15 LBS. T�a T � �� /= �+ (� BULKHEAD AND PROTECTIVE
1� � \ '�®'��..■.a � ARMORMENT
\ ; DREDGED CHANNEL 115)
" SECTION — BUL<HEAD AND ROCK REVETMENT i 1 o+
(A=21,505 S.F., V=4,022 G.Y.)
DO P N
,1/ '^ � Q G TER Cp.°a
NT5 P .({(i �. s)
cw o�� o �pj EXISTING SURFACE DEBRIS LOCATED
WITHIN THE PROPOSED BULKHEAD AREAINLET
PROTECTION J\4e� 'C\�'�� x\\ 9 Q�\ ' �'1 ALONG THE SHORELINE WILL BE MOVED TO
(TYP) 6 \ 1>�.�P xo J�0 0� AN UPLAND LOCATION PENDING OFF-51TE
CROSS-SECTIONAL AREA
•� '� �,\ Q 0 DISPOSAL, IN ACCORDANCE WITH
TO BE DREDGED CHANNELNEN UTY PREVAILING REGULATIONS
U
ONLY
ANDP21,503 5.F) G.Y. EXISTING VINYL BULKHEAD �U � as' ��°� 9� (,.6)
GRADE TOP EL. = 5.50
PROTECTIVE ARMORMENT
50't (AREA=5,640 S.F.)
BEACH
ILI
NETLAND FLANTING AD G0N5TRUGTION AGTI\/ITY NOTES]
NOV 1 2016
MAX SLOPE 1:3 FOLLONING BULKHEAD CONSTRUCTION AND DREDGING OF THE BOAT CHANNEL, INTERTIDAL ZONE TO BE VEGETATED WITH LOW MARSH
DREDGE To 5'BELOW MLN(EL=-6.10) GORDGRASS (Sportina alterniflora) PURSUANT TO THE NYSDEG AND USAGE-APPROVED WETLAND PLANTING PLAN.
• PURSUANT TO THE NY5DEG AND USAGE PERMITS, A FILTER FABRIC TURBIDITY CURTAIN, WEIISHED ACROSS THE BOTTOM AND SUSPENDED DETAILED FLAN Southo;d Town
E ACROSS THE TOP BY FLOATS, SHALL BE INSTALLED SURROUNDING THE WORK AREA PRIOR T'O THE COMMENCEMENT OF DREDGING. THE OTrustees
M TURBIDITY CURTAIN SHALL REMAIN IN PLACE AND MAINTAINED IN FUNCTIONAL CONDITION DURING ALL PHASES OF DRED6INS OPERATIONS. THE NOTES
a SECTION B B C+�ANNr-L
� TURBIDITY CURTAIN SHALL REMAIN IN PLACE FOR TWO (2) HOURS FOLLOWING DREDGING, OR UNTIL TURBIDITY INSIDE THE CURTAIN NO LONGER SITE AREA = 18.3382 ACRES
EXCEEDS AMBIENT LEVELS. 40 O 20 40 80 120
" NTS
• VERTICAL DATUM = N.G.V. DATUM (M.5.L. IQaa FROM SPS)
• CHANNEL DREDGING AND THE JETTY, REVETMENT AND BULKHEAD CONSTRUCTION WORK INIILL BE CONDUCTED ACCORDING TO ALL Scale: I° = 401 • SOUNDIN65 SHOWN THUS, (7.6) ARE DEPTHS FROM MLN
REQUIREMENTS AND BEST MANAGEMENT PRACTICES INCLUDED IN NYSDEG TIDAL WETLANDS PERMIT ID NO. 1-4'138-00728/00012, NYSDEG
0 EXCAVATION AND FILL IN NAVIGABLE WATERS PERMIT ID NO. 1-4'135-00728/00013, NYSDEG, SECTION 404 WATER QUALITY CERTIFICATION ID BASE INFORMATION SFfOWN HEREON IS FROM EXISTING
NO, 1-4738-007295/00014, ALL DATED MAY 6, 2014, AND UNITED STATES ARMY CORPS. OF ENGINEERS PERMIT NO. NAN-2013-01475, DATED CONDITIONS SURVEY PREPARED BY YOUNG 8 YOUNG ON
AUGUST 25, 2015. MAY 5, 2013.
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d.b. c.b. Record of Revisions
g ' ` dea dea No. Date Remarks Drawing Prepared: January 24, 2013 ;
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02.12.14 Amendments per NYSDEG comments 01.14.14 pyDrawing: 2012_0014_blkhd
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\ 05.07.14 Amendments per NYSDEG comments 05.06.14
dea dea 3 05.20.14 Amendments per NYSDEG comments 05.20.14 East Marion Town of Southold 1
" C o n s u I t i n g E n g i n e e r dea dea 4 02.20.15 Amendments per AGE comments thru VHB mt . 01.30.14 Suffolk Count New York ±`
dea dea 04.21.16 Amendments per Trustees comments of site mtg. 4 Public Hearing
dea dea 0 10.21.16 Amendments per Trvstees comments of IO.N.16 work session
D.Adams,pe,pllc - PO Box I4,Setauket,Newyork 11733 631.774.3521 - da-ce.com !' BVIN lead, Revetment and Dredging Plan
Douglas am ,X11�'P71C, 80897
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12"0x20' PILE WALE
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VINYL 5HEETIN6, 5ERIE5 E5P 10.51
A5 MANUFACTURED BY EVER1-A5T
5YNTHETIG PRODUGT5, OR OWNER
APPROVED EQUAL.
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FOR TIE ROD6
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APPROVED EQUAL.
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Nov - 1 2016
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DrawlnPrepared: January
24, 2013dea No. Date Remarks 5hp ar .Lane,
Project: 202_0014
Drawlng 2012_0014_blkhd dea dea 02.12.14 Amendments per NY5DEC comments 01.14.14
0 • 1[ dea dea 05.0'1.14 Amendments per NY5DEG comments 05.06.14
dea dea 05.20.14 Amendments per NY5DEC comments 0520.14 " mast Marion, Town of Southold
C o n s u I t i n g E n g i n e e r dea dea 02.20.15 Amendments per AGE comments thru VHB mtg. 01.30.14 `- 5uffolk County New York
6q dea dea 04.21.16 Amendments per Trustees comments of site mtg. $ Public Hearing 6°
` ' f ' dea dea b 10.21.16 Amendments per Trustees comments at ID.la.lb work session
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�` Bulkhead, Revetment and Dredging Details
D.Adams,pe,pllc - PO Box 14,5etauket,New York 11733 G31.774.3521 da-ce.com t` Doul` 5 0897 f ,
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