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REPL Y TO
ATTENTION OF
Regulatory Branch
CENAE-CO-R-19970 1302
DEPARTMENT OF THE ARMY
NEW ENGlAND DISTRICT CORPS OF ENGINEERS
696 VIRGINIA ROAD
CONCORD MASSACHUSETIS 017422751
December I,1998
l\1r William Gahagan
Pre"dent
Three Bay,PreservatIon Trust
PO Bo\21 ~
O>ten ille,Ma"achu,etts 02655
Dear l\1r Gahagan
Enclosed are two copies of a Department of the Army peITnit authonzmg the wor\"
de,cnbed therem Your signature"neces,ary to execute this permit If the condltlOm are
acceptable plea,e "gn both cople,and return one signed COP\to us A fee of S I 0000 I,
requIred Please enclose a chec\,.made payable to "F '\0 I\e\\England DiStrict",and return It
\\nh the SIgned permit copy Please ensure your address and socIal secunty number or tax
IdentIfication number for busmesses are on the chec\,.
You must post the enclosed ENG form 4336 (I e ,Notice of Authonzatlon)m a
conspicuous locatIon at the job sIte whenever work IS ongomg Also thIs permit requIres you to
notify us before begmnmg work and allow us to mspect the project Hence,you must complete
and return the attached Wor\"Start NotifIcation Form to thIS office no later than two wee\"s
before the antIcipated stamng date
Thl'permit IS a lImned authonzation contammg a specifIc set of conditIOns Please read
the permit thoroughly to famliianze yourself With those conditIons,mcludlng any COnditIOnS
contamed on the attached state water qualIty certifICatiOn If a contractor does the wor\"for you,
both you and the contractor are responsible for ensunng that the wor\"IS done m complIance \\Ith
the permit s terms and condnlOns
The proposed wor\"mu,t be performed m complIance \\Ith all terms and conditIon,of the
permit d;\IOlatlons could result m CIvil or cnmmal penaltIes If the plans or constructIon
metfJods (I e for wor\"m our jun,dlctlOn)need to be changed plea,e contact us Immedlatelv to
dlscu«modifIcatIOn of your permit Before changes may be underta\"en they must be approved
b\tnt,office
FInallv plea,e note that the Department of the Arm\permit proce«doe'not wper,ede ,tn\
other dgencv 'lunsdlctlOn Hence If other Federal,State and/or local agencle,have jun'dlctlon
over \OU"prolect YOU mu>t receive all applIcdble permit,before)ou ma\begm \\pr\"
-2-
If you have any questions regardmg this correspondence,please contact Mr Greg Penta of
mv ,taff at (978)318-8862
Sincerely,
~-'/'---~<-/~~~
WIlham FLawless,P E
ChIef,Regulatory Branch
ConstructIOn/OperatIOns DIvIsion
Enclosures
Copies Furnished
Mr John McCulloch,EPA Region 1-CWQ,JFK Federal Budding,1 Congress Street,Boston,
Massachusetts 02203-2211
Mr Enc Hutchins,National Manne Flshenes ServIce,One Blac).,burn Dnve,Gloucester
Massachusetts 01930-2298
Mr PhIl Mornson,U S Fish and WIldhfe Service 22 Bndge Street,Unit #1 Concord,
New Hampshire 03301-4901
Ms Ehzabeth F Kouloheras,DEP Southeast Regional Office,Wetlands and \\dterways,
20 RIverSIde Dnve,LakevIlle,Massachusetts 02347
Ms Jane Mead,Coastal Zone Management,100 Cambndge Street,20th Floor,Boston,
Ma,sachusetts 02202
Mr Bob H,lmllton,Aubrey Consultmg,Inc,81 Technology Park Dnve,East Falmouth,
Massachusetts 02536
DEPARTMENT OF THE ARMY PERMIT
\\Ilham Gahagan Preseldent Three Ba)s Prese"atlOn Trust PO Bo,215 O'te"IlIe Massachusetts 02655
PenDl ..tec _
199701302PermitNo _
Ne"England DIStrict
Issumg Office __----_
NOTE The term }OU"and Its denvatlves as used In thIS permit means the permittee or an)future transferee The term
thiS offlce refer$to the appropnate dlstnct or dl\'1sJon office of the Corps of Engineers haVIng JUriSdIction over the permitted
actl\lty or the appropriate offiCIal of that office acting under the authont)of the commanding officer
'\ou are authorized to perform work In accordance vdth the terms and conditIOns specIfied below
To maintenance dredge channels 10 \\'e~t Ba\CotUit Ba\and Nantucl..et Sound to pro\Ide clean beac..h compatible sedIment
for Dead Neck.B;lITler Island dune restoratIOn to Improve navigabillty,and [Q Improve v.ater quality In the Three Ba)s $\<;tem
The Three BalS S\Stem conSists of West Bay,CotulLBay,Seapull River North Bay and Prince Cove
The project consists of hydrauhcally maintenance dredging approximately 124 136 cubiC lards (cy)and Improvement dredging
appro'lmateh 186,790 cy of sand wllh beach nounshment on Dead Necl..The nourishment Will not e'tend below mean high
\\Jter on the Island s north SIde and \\111 fill approximately 146 acres bela\\-the hIgh tIde Ime on the Island s south SIde
Proposed l<;to perform the beach nourIshment In one phase.although the plans sho\\-three phase<;The dredged mater al \\Jll
he placed along 2400 linear feet of barner beach The berm ele\atlon wtli be a maximum of +13 mean 10"water The
land\\ard 20 "'ide stn?of renounshed beach berm \\ll!be planted \\lth beach grass to restore the natural dune s)stem
charactensllc of Dead Necl.."hlch has been eroded In recent years The proposed dredging volume (310926 C\)exceeds the
\olume of matenal needed to nounsh the beach (233 535 cy),according to plan to allo"future beach nourishment
PROJECT DESCRIPTION CONTINUED ON PAGE 4
PrOject Locatlon
The proposed location tS the CotUIt Bay,West Bay,SeapuIt River Nantucl..et Sound and Dead Neck In Osterville
"1assachusetts The sIte IS located at UTM coordinates 4607000 N 382000 E on the COtUit Massachusetts quadrangle
sheet
Permit ConditiOns
General Condltlona
1 The time IImlt for completmg the work authorized ends on December J 2003 If you find that you need
more time to complete the authorl:zed aCtlvltl,submIt your request for a time extension to thIS oCfice for consideration at JelLSt
one month before the above date 1$reached
•
2 '\ou mwl m81ntam the actlVlt}authonzed by thl.$permit In good condition and In conformance ?nth the terms and condl
t.lons of thiS pennlt You are not relieved of thIS requirement If you abandon the permitted act"1ty,although you rna}make
a eood faIth transfer to a third party In comphance With General Condition 4 below Should you Wish to cease to malntalr
the authonzed actlV\t)or ~ou\d you dellre to abandon It wlthout a good faith transfer,you must obtam a modificatIOn of
thiS permit from th.1S office which may require restoration of the area
3 If lOU dlScover an}preVlously unknown histOriC or archeologIcal remaInS ~hlle accomplishing the actlVlh au ...honzed b\
t.o.lS pe'inl lOU mus Immedlatel}notl f }thiS office of what 'lo'ou have found \\e Will InltlS..e the Federal and sate coordma
bon requued to determme If tne rem8JrlS warrant a "'ecoven et'(ort or If the site Ii ehglble for hstlng an the r-..at.lonal RegiS er
of HlStonc Place1
ENG FORM 172'NOV 86 EDITION OF SEP 8::11S OBS01..ETE.(33 CFR 325 (Append~A))
4 If)au sell the propert)uaOClated __Ith ihiS permit )au must obtam the llil'nature of the new owner In the space pro\Ided
and forward a COP}of the permit to thl.office to validate the tram;(e"of thIS authOrization
5 If a conditioned __ater Quabty certlflcatlon has been ....ued Cor )our project you must compl)with the condltlona specified
1n the certification a ••peclal condition.to thIS permit For your convenience 11 copy of the certification lS attached If It con
wn••uch condltlonJ
6 \ou mUJt allow representatives (rom thLS office to Inspect the authoflzed aCl!\,ty at any time deemed necessary to ensure
that It LS bemil'or haa been accomphshed m accordance ">lth the terms and conthtlons of your pennlt
Special Condition.
1 The perrruttee shall ensure that a copy of thIS permIt IS at the worl-.Site \II henever worh.1<;belOg performed and
that all personnel performlOg worh.at the site of the worh.authonzed b\thiS permlt are fully a\\are of the tern",
and condHIOns of the permn Thl';permit Including ItS drav..lngs and an)appendices and other attachment ...~hall
be made a part of an)and all conlracts and sub contracts for worh.which affects areas of Corps of En,pneers
Junsdictlon at the Site of the war"-authonzed b)thiS permIt This shall be done by tncludlOg the entire permit m
the speCificatIOns for worh.
SPECIAL CONDITIONS CONTINUED ON PAGE 4
Further Information
1 CongrelSlonal AuthOrities You have been authorized to undertake the actiVity described above pursuant to
(v)Section 10 of the Riven:and HarDors Act of 1899 (33 USC 403)
c.J.1"Sectlon 404 of the Clean Water Act (33 USC 1344)
( )Seellon 103 of the Manne Protection Research and 5anctuanes Act oC 1972 (33 USC 141 d)
2 Llmlta of thll authonzatlon
a Tha penmt doe.not obViate the heed to obtain other Federal state or local authOrizations required b)Ja'\\
b ThIS perml doe.hot gTant any propert)rights or exclUSive priVileges
C Thll permit dOel not authonze any Injury to the property or nghts of othen
d ThiS permit does not authonze interference With any eXisting or proposed Federal project
8 Llmlta of Federal Llabl1lty In IIIUlne thll permit,the Federal Government does not assume any liability for the followmg
a.Damages to the permitted prOject or uses thereof as a result or other permItted or unpermitted actlVltle,or from natural
Cauae.
b Damages to the permitted project or wes thereof 8.5 a result of current or future actiVities undertaken by or on behalf
of the Uruted States In the publtc Interest
c Damages to persona,property,or to otber permitted or unpermitted actiVities or structures caused by the actiVity
authorized by thlS permit
Co DeSign or construction deflcumcles usoC1ated With the permitted work
2
e Dama,e chums asSOCiated \l,Ith any future modification suspensIOn or revocation of this permIt
4:Reliance on Applicant s Data The determmatlon of this office that Issuance of this permIt IS not contrary t.o the pl.lbilc
anterest \l,B£made In rellance on t.he mformatlon you prOVided
5 Ree\aluatlon of Permit DeclSlon Thli office may reevaluate IU deCISion on this permit at an)tIme the circumstances
warant Circumstances that could requIre a reevaluation Include but are not bmlted to,the followmg
a 'ou fall to compl)With the terms and conditions of thll permit
b The mformatlon pro\lded b}}OU In support o(}our permit appllcatlon pro\es to ha\e been (alse Incomplet.e or
maccurate (See 4 above)
c SIG71lficant ney.U'~(ormatlon surfaces "hlch thiS ofrlce did not consIder In reachmg the ongmal public mterest deCISlon
Such a reevaluation may result In a determination that It IS appropriate to use the suspension modification and re\-ocatlon
procedurel contamed In 33 eFR 325 7 or enforcement procedures such as those contamed In 33 eFR 3264 and 3265 The
re(erenced enforcement procedures prOVide for the Issuance of an administrative order requmng you to comply ....Ith the terms
and condition!of )OUr permit and for the Inltla Ion of legal action where appropriate '\ou Will be required to pa)for an)
correctl\e meuure.ordered by thll office,and If you fal!to comply With such dlrectl\e thiS office rna}In certain situations
(Iuch 8JI tho.e .peclfled In 33 CFR 209 170)accomph.h the corrective measures b}contract or otherwl.e and btl1 }ou for the
co&t
6 Extension.General condItion 1 estebh,hes a time limit for the completion of the actl\lt)authotlzec b}thIS pe"mlt Unless
there a."e clrcum.tanc~requiting eIther a prompt completion o(the authotlzed actiVit)or a reevaluation of the public Interes
decillon,the Corp......111 normally gwe favorable conSideratIon to a request for an extenllon of thIS time limit
'\our "enature below,lUi permittee,mdlcates that you accept and airee to comply With the term.and conditiOns of thl'permit
(~ti ~.c..r-=-_
(DATE)
(DATE)
ThiS pernllt becomes fecllve when the Federal OffiCial,oeslgnated to act for the Secretar}of the Arm}has Signed belov.
L~==
(DIstRICT ENGINiER)L Michael W Prdu
/----Colonel Corps of Engmeers
When the structures or work authonzed b)thiS permit are sttll an eXIStence at the tIme the property IS tran.sferred,the terms and
conditions o(thiS permit V.IU contmue to be bmdmg on the new owner(s)of the propert}To vaIJdate the transfer of thIS permll
and the assOCIated hablhtles assocIated With compliance With Its terms and condltlona,have the transferee sIgn and date below
(TRANSFEREE)(DATE)
3
oU S GOVERNMENT PR""'TING ~lCE U&6 -7'"..:!~
PROJECT DESCRIPTION CONTINUED FROM PAGE I
The proposed wor"IS shown on the enclosed plans entitled ''THREE BAYS PRESERVATION
INC TOWN OF OSTERVilLE (Barnstable County)MA,PLANS ACCOMPANYING
PETITION OF 3 BAYS PRESERVATION TO DREDGE PORTIONS OF COTUIT BAY TO
-II'AND WEST BAY TO -11'BORROW MATERIAL WILL BE USED TO FILL BEACH
AREA ON DEAD NECK",on 9 sheets,and dated "AUG,1998"
The proJect 1m olve,dredgmg m 7 sections The approxImate volumes for each section are
speCIfied on Sheet 7 of 9 of the enclosed plans The followmg approxImate dredgmg depths
length,and WIdths are authonzed
Depth (l\1LW)Len!:!th Width Depth (MLW)Len£th Width
Sectlon I -I 1'2100'200 SectlOn 5 -8'600'100'
SectlOn 2 -9'1100'100'SectlOn 6 -8'3500'100'
SectlOn 3 -7'1300'80'Sectlon 7 -8'3000'100'
SectlOn 4 -11'3650'100'
SPECIAL CONDITIONS CONTINUED FROM PAGE 2
1 (Contmued)If the permit IS Issued after the constructlon speclflcatlons but before receIpt of
bIds or quotes,the entlre permit shall be mc1uded as an addendum to the speclficatlOns If the
permit IS Issued after receIpt of bIds or quotes,the entIre permit shall be mc1uded m,the contract
or sub-contract as a change order The term "entIre permIt"meludes permit amendments
Although the permIttee may assIgn vanous aspects of the wor"to dIfferent contractors or sub-
contractors,all contractors and sub-contractors shall be obligated by contract to comply With all
envIronmental protectIOn proVISIons of the entIre permIt,and no contract or sub-contract shall
require or allow unauthonzed wor"m areas of Corps Junsdlctlon
2 There shall be no dredgmg between the dates of February 15 lh and November 151 of anv
year ThIS IS to protect wmter flounder,blueback hernng,and aleWIfe
3 There shall be no dredgmg nor dredged matenal dIsposal on Dead Neck between the dates
of Apnl 151 to August 30th ThIS IS to protect Plpmg Plovers
~-\..3"Pen odIc mamtenance dredgmg to the area and depth hmlts descnbed herem IS authonzed
for ten years from the date of Issuance of thIS permIt,prOVIded dIsposal of the dredged matenalls
at the speCIfied site However,lh~J)ermltt~~.!!1u~LQ.o!lfy th~s office,1!12'rltll)g,60_Q!l~before
the mtended date of any such dredgmg and shall not begmsuch dredgmg untIl \\mten
authonzatlon has been obtamed A separate mdmdual permIt shall be requIred for such dredgmg
If the dredged matenal IS to be deposited In wetlaI:lds and/or another open or ocean \\ater dl,po,al
site '"permit amendment \\III be required If the matenalls deposited at an upland location
dIfferent from the 10catlOn ,peclfied m thiS permit
Page 4
N
NORTH
BAY
V'-""----'PROJECT I
VICINITY
dJ
SCALI '"=2000'
CHANNEL TO BE ,
DREDGED (BORROW:
AREA)
UTILE
ISLAND
-
FILLED 7
OSTERVILLE
GRAND
ISLAND
SEAPUIT
AREA TO BE
OEAONECK
COTUIT
BAY
CHANNELS TO BE
------'-DREDGED (BORROW AREA)
\.\~\)
NANTUCKEi sO
THREE BAYS PRESERVATION INC.
TOWN or OSTERVILlE (Barnstable County)iotA
PLANS ACCOIlPANYING PETITION or 3 BAYS
PRESERVAliON TO DREDGE PORTIONS or
COTUIT BAY TO -11'AND WEST BAY TO -1"
ORROW lIATERIAL WILL BE USEO TO tILL BEACH AREA ON OEAD NECK
PREPARED BY GAHAGAN AND BRYANT ASSOCIATES,INC BALT,WD
SHEET 1 or 9 AUG 19 8
o
WEST
BAY
OSTERVILLE
GRAND
ISLAND
u
LEGENQ
C K
NOTES
£T soU N o
HT'
1 ALL DEPTHS AND ELEVATIONS REFERENCE MLW
IN AREAS OF HIGH SHOALING RATES
2 THE BACK 20 FT WIDE SECTION OF DUNE (ONCE THE 6 1 SLOPE
REACHES THE BERM ELEVATION)SHALL BE PLANTED WITH CADE
AMERICAN BEACH GRASS 2 CULMS PER HOLE 14 INCHES ON CENTER
AND 8 INCHES DEEP THE LIMITS OF THE PLANTED AREA A'<E SHOWN
ABOVE
3 A TEMPORARY SILT FENCE MUST BE INSTALLED 3 FT FROM T-iE
EDGE OF A MARSH DURING CONSTRUCTION TO ENSURE THE MARS"W,_L
NOT BE COVERED
~-SILT FENCE
________SHORELINE
r PIER/DOCK
~HOUSE STRUCTURE
-TENNIS COURT/FENCE=EX GROIN
-ROADS
.---TOE OF DUNE
TOP OF DUNE
-SALT MARSH
-::::;;;.PLANT CRASS
*SEE SHEET 3 FOR
CROSS SECTIONS
SCALE '"=400'
THREE BAYS PRESERVATION INC
TOWN OF OSTERVIlLE (Bamstable County)iotA.
PLANS ACCOMPANYING PETJTlON OF 3 BAYS
PRESERVATION TO DREDGE PORTIONS or
COTUIT BAY TO -11'AND WEST BAY TO -1 \
ORROW lIATERIAL WILL BE USED TO nLL BEACH AREA ON OEAD N::
SHErT 2 or 9 •AUG 1998
·'
......-----'-
SEPUIT NANTUCKET
RIVER SO D PROPOSED PHASE I PROfiLE
CAPE .oJlER1C'.N r--;J.U~N!:!!J--~!:-__.......<7PROPOSED PHASE II PROfiLE
BEACH GRASS .
(SEE NOTE 2 20 .....100 rEAR SW!'
SHEET No 2)1~......10 50 yEAR SWI'
-',/EXISTING PROfilE ......-.-::11 -----t........................!.-1O"-Jr-""f'",AR,"--,,SUlWu..1-'--
......_-..............
-----~-.......
15
10
5 -
..MtiYL
o 'V'MLW .....-....,/
-80 -60 -40 -20 Ii.20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320
SECTION E-E
DEADNECK BEACH NOURISHMENT
STA D+OO TO STA 15+00
PHASE I AND II
SEPUIT NANTUCKET L PROPOSED PHASE III PROFILE
15 CAPE AMERICAN RIVER SOUND
8(~HNgT~2s 71\20--...........10 1PO yeAR SWI·
SHEET No 2)16 A \...........1 a 50 Y'AP SWI'
SilT FENCE4L YI /EXISTlNG PROfilE ~--.--_.
5 ,r .lQ./.......\~......10 yfAR ;:>wI •
..MtiYL -~-~-I ----.................---.,,,..............
o ~MLW .....
SALT MARSH ----____...............------5
-'60 -140 -120 -100 -80 -60 -40 -20 Ii.20 40 60 80 100 120 140 160 180 200 220 240
SECTION F -F
DEADNECK BEACH NOURISHMENT
STA 15+00 TO STA 24+00
PHASE III
LEGEND HORIZONTAL SCALE 1"=60'
VERTICAL SCALE 1"=1 5'
--,EXISTING PROFILE
P"WPOSED PHASE I PROFILE
FUTURE PROFILE (PHASE II AND III)
•SWL =STILL WATER LEVEL
NOTE ALL ELEVATIONS ARE IN FEET
A~D REFERENCE MLW
THREE BAYS PRESERVATION INC.
TOWN OF OSTERVILlE (Bamstable County)lolA
PLANS ACCOMPANYING PETITION OF 3 BAYS
PRESERVATION TO DREDGE PORTIONS OF
COTUIT BAY TO -1"AND WEST BAY TO -1,'
ORROW llATERIAl Will BE USED TO nLl B:ACH AREA ON D~h::'
SHErr 3 or 9 AUG 1998
•
DEADNECK
SEPUIT RIVER
SEPUIT RIVER TO COTUIT,
BAY CHANNEL WILL BE,
80'WIDE AND 7'DEEP'COTUIT
BAY
N
SEPurT RIVER TO COTUIT
BAY CHANNEL WILL BE
100'WIDE AND g'DEE
137
37 SECTION
;.~oO NO 2"---._
(SEE SHEET 9)I 6 5 a 3 S B C
;1."<:1'>4 8 6 ~6 G "0 5 8 2 6
(SEE SHEET 9)V2 70 3 6 4
-137 OSTERVILLE I
Q,12 "45
'"~1534 ;S 3 ~GRAND I
COTUIT'l:S 0 30 "B 2 7 ~J ~~(SEE SHEET 6)""ISLAND
Cl::::J ~HIGHLAN3S :;40 22 I C8 58 G 4~C0V9 ~\'
o SECTION NO 1.~5 "-COTUIT BAY CHANNEL (SEE SHED 8)
A "-•-..J'57 55 27 09 57 WILL BE 200 WIDE
6 7 56 21 AND 11 DEEP
I J a 1 I 0
Vl 5{'7039 0 ,'31
:-.......&
~o..,3 (SEE SH ET 9)~Q~";I'r
SEE SHEET)5 J 3 8 '00
25
-'
o VB COTUIT BAY ENTRANCE
~CHANNEL WILL BE
DREDGED TO -8',
CHANNEL WIDTH WILL
2 a BE 100'
('"'E (SEE SHEET 6)
E N
..-e Vi
END CHANNEL\'
AT -8'MLW CONTOUR
THREE BAYS PRESERVATION INC.
TOWN OF OSTERVllL£(Barnstable County)ItA
PLANS ACCOMPANYING PETITION 0,3 BAYS
PRESERVA nON TO DREDGE PORTIONS OF
COTUIT BAY TO -11'AND WEST BAY TO -11'
aRROW WATERIAt WIU BE USED TO nu BEACH AREA ON D:AD N:C'
SHEET ,Of 9 AUG 1998
NA NT UCK[I
LEGENp
-----...SHORELINE
b PIER/DOCK
D HOUSE/STRUCTURE
TENNIS COURT/FENCE=EXISTING GROIN
0 vx SAMPLE LOCATION
•SEE SHEET 7 FOR CHANNEL
VOLUMES
NOTE SOUNDINGS ARE IN FEET
AND REFERENCE MLW
IN AREAS OF HIGH SHOALING,l'
OF ADVANCED MAINTE"lANCE
DREDGING WILL BE PERFORMED
J a
3C
SCALE 1 "=600'
I 0
NO 6"/SECTION
20 '
L1TILE
ISLAND 6S
7 '3
L
A.UG CQB
LEGEND
-SHORELINE
eplER/DOCK
Co HOUSE/STRUCTURE
-TENNIS COURT/FENCE=EXISTING GROIN
=ROADS
~VX SAMPLE LOCATION
•SEE SHEET 7 FOR CHANNEL
VOLUMES
NOTE SOUNDINGS ARE IN FEET
AND REFERENCE MLW
IN AREAS OF HIGH SHOALING.l'
OF ADVANCED MAINTENANCE
DREDGING WILL BE PERFORMED
SCALE 1"=600'
53
:5
75 72
3 C S L-
EE
TOWN or OSTERVlill (Barnstable County)iotA
PLANS ACCOMcANYING PETITION 0,3 BAYS
PRESERVATION TO DREDGE PORTIONS or
COTUIT BAY TO -11'AND WEST BAY TO -11'
ORROW MATERIAL WILL BE USED TO nLL BEACH AREA ON D:AD NEC
4 7
1 9
4 1
:0
:::s;
~2
56 53
BAY
72 67
89 79
~V5
5:::
46
32
:9 CHANNEL TO BE DREDGED
TO -11'MLW.CHANNEL
WIDTH WILL BE 1DO'
60
39
28 2 52
39
WEST
t.B
88
~:
::9
O
0 (SEE SHEET 6)
45 J
lL_--~5,
22
2
~5
~VJ 2 I r?0 \
[
E (SEE SHEET 6
2 i'77 a
_E 4 ~C'
o
(SEE SHEET 8)
t......::';'---,!---J 2 ~00
30 :1
t.6
L.6
2,
5 1
4 7
NO 4'~55
t.~
~V,
DEADNECK
::6 e £;j
(SEE S'-iEET B)\-
40,,"00
N
f
NA,NTUCKET
SOUND -rc_
SECTION NO 7'~'200 A?PROX DREDGEr-t TO -8 CONTOUR MLW
(SEE SHEET 6)EEl
<_~Vo ,
SECTION
SEPUIT R6:
ELEV -,1 ULWELEV-12 MLW
PROPOSED GRADE
tr.IlN •1 51-OPE APPROX.TOP
('M'ICAl BOTH SlOES)L APPROX EX OF SLOPE ~
GROUND
__~~EJ ry Q MLW i ..._
......~..,.?!__~~_C-~-~!4.!~~~S:~-------------""-"
TYPICAL SECTION A A
COTUIT BAY CI-WlNEL SECTION 1
200 -------i
PROPOSEO GRACE
PROPOSED CRADE
ELEV -6 MLW
TYPICAL SECTION C C
5E?UIT RIVER TO
COTUIT BAY CHANNEL..SEcnON J
60 -------i
ELEV -7 MLW
PROPOSED GRADE
ELEV -1t MLWELEV-12 MLW
MIN 4 1 SLOPE APPROX TOP \
(TYPiCAl BOTH SIDES)1~APPROX EX OF SLOPEGROUND
____•E!Ey 0 Ml W i ...---n_
~..,....~----f=-~..~:-~~~E§-~~~~~~~-----------------
TYPICAL SECTION P D
WEST BAY CHANNEL.SECTION 4
100
PROPOSEO GRACE
__~......\(_E!E'Y Q Ul W i __u_~__
ELEV -9 ML~"u-f-,••~~-~~~~!_~~!E..~~'L-__---_----~
t TYPICAL s.-eTION E-E
WEST BAY ENTRENCE COTUIT SAy
ENTRANCE AND SEPUIT RIVER SECTlON 5+6+7
100 --------;
SCALE NTS
lWIl
DClS'T1NC GROUND
-PROPosto QREOCtNG TElrofP'LATe:
NOTE IN AoRtAS or HICH SHOALING
1 OF KNAI'4C£D IIWNTEf'WolCE OREOQHC
WlI-L BE PERFORMED
THREE BAYS PRESERVATION INC.
TOWN or OSTERVlLU:(Barnstable Ccunty)WA.
PLANS ACCOllPANYING PETITION OF 3 BAYS
PRESERVATION TO DREDGE PORTIONS Or
COTUIT BAY TO -,I'AND WEST BAY TO -11
BORROW 1IAT!RlAl.WILL BE USED TO nLL BEACH AREA ON DEAD NECK.
SHEET 6 or 9 AUG.1998
.'
CHANNEL CUT VOLUMES
VOLUME TO VOLUME TO MAINTENANCE IMPROVEMENT
SECTION GRADE (CY)OVERDEPTH (CY)DREDGING (CY)DREDGING (CY)
No 1 95,354 27,226 14,615 107,965
No 2 10,239 4,934 1,399 13,774
No 3 7,417 3,496 4,037 6,876
No 4 58,654 20,887 21,366 58,175
No 5 500**2,000"2500 0
No 6 63,529 12,471 76,000 0
No 7 298 3,921 4,219 0
TOTAL 235,991 74,935 124,136 186,790
••ESTIMATED VOLUME
BEACH FILL VOLUMES
SECTION BEACH FILL (CY)
PHASE 1 124,637
PHASE 2 57,220
PHASE 3 51,678
TOTAL 233,535
,
THREE BAYS PRESERVATION INC.
TOWN OF OSTERVILlE (Barnstable County)lilA.
PLANS ACCOMPANYING PITIiiON OF 3 BAYS
PRESERVATION TO DREDC:PORTIONS OF
COTUIT BAY TO -11'AND WESi SAY TO -11'
~RROW WATERIAl Will BE USED TO nll BEACH AP::A ON 0[Al)N"
SHEET 7 or 9 AUG 1998
WEST BAY CHANNEL EXISTING GROUNC
---5
---
-]0
I
PROPOSED CHA~NEL GRADE - I I FT MLW
PROPOSED FHANNEL OVEROEPTH -12
I
10+00 ------------
FT MLW
-10
120 100 -BO -60 -40
-\5
WEST BAY CHANNEL
-20 20 40 60 BO \00 120
-IS
GROUNC
GROur~=
\20
o
100
-15BO
-10
__~EXISTING
,
-5
6040
+00
12+00
PROPOSED CH NNEL GRAOE -8 FT "'LW
I
PROPOSED rHANNEL OVERDEPTH -9
I
I
-20 ~20
PROPOSED CHlNNEL GRADE -8 FT MLW
I
PROPOSED rHANNEL OVERDEPTH -9 FT M
I
-40-60-BO
~
"---
-lD
o
-]0
o
-5
-::2
\
100
-15
WEST BAY CHANNEL
120
120
'------
yEXISTING
/_/-10
-_,....I--/
100 -BO -60 -40 -20 t---20 --4Q.......0--.../80 100 120
-15 f --IS
NOTE DREDGING SECTIONS 2+00 AND ,2+00 IN WEST BAY ARE BEING DREDGED SHALLOWER
TO REDUCE UNDERCUTTING THE ADJACENT SHORELINE
COTUIT ACCESS CHANNEL
THREE BAYS PRESERVATION INC.
TOWN OF OSTERVILlE (Barnstable Counfy)llA
PLANS ACCOMPANYING PETITION OF 3 BAYS
_PRESERVATION TO DREDGE POPTIONS OF
COTUIT BAY TO -11'AND WEST BAY TO -11'
ORROW IIATERIAL Will BE USED TO nLl BEACH AREA ON D:AD NEe
SHEET 8 OF 9 AUG 1998
SCALE ,"=40'
-5
5
100 120
-10
BO
FT MLW o/'EXISTING GROUN:--
6040
1
10+00
I
I
PROPOSEDI CHANNEL GRADE -7 FT MLW
PRO~OSED CHANNEL OVERDEPTH -8
I
-5
o
5
------
120 100 -BO -60
-10
NOTE SECTION 10+00 IN THE COTUrT ACCESS
CHANNEL SHOWS VERY LITTLE CUT ON THE LAND
SIDE (RIGHT)
-15 ~-15
COTUIT BAY
••
0 I 0
-5 I -5
I
-10 I -10
_~_I
-------~-1-L EXISTING
-15 ~__J:'4+00 -15
180 1~020 -120 -90 -60 -30~~--;--€O-91r_-l2Q._~'k_180
COTUIT BAY 1
GROUND
GROUN~
:{-
EXISTING GROUND
-10
120 150 180-15
-10
120 150 180
-15
{EXISTING GROUND
~
-5
-10
120 150 180
-15
SCALE ,"=60'
90
I
CHANrEL GRADE -11 n MLW
-I
CHANN~L OVERDEPTH -12 n MLW
2+00 .--.--I __
-60 --""}~
-60 -30 I 30 BO 90
PROPOSED CLNNEL GRADE - 11 n MLW[L:EXISTING
PROPOSED JHANNEL OVERDEPTH -12 n MLW1 -5-----
-----14+00_-------
PROPOSED
PROPOSED
-90
-90
-120
-120
-10
180 150
-15
COTUIT BAY
180
----~~:=:===========::i::::=:-=======-j------'<
150
-15
NOTE PROPOSEO DREDING IN COTUIT BAY (SECTION
14+00)CONNECTS A DEEPER AREA AT THE ENTRANCE ,...-----------....;~:;::;.;;.....:....:;,;~--
TO COTUIT BAY (SECTION 6+00)AND IN THE MAIN THREE BAYS PRESERVATION INC.
COTUIT BAY (SECTIONS 32+00 AND 34+00)
TOWN OF OSTERVILLE (Barnstable County)ItA
PLANS ACCOMPANYING PETITION OF 3 BAYS
PRESERVATION TO DREDGE PORTIONS OF
COTUIT BAY TO -1"AND WEST BAY TO -11'
ORROW lIATERIAl WILL BE USED TO fiLL BEACH AREA ON DEAD NEe
SHEET 9 Of 9 AUG 1998
REPLY TO:
ATTENTION OF:
Regulatory Division
CENAE-R-PEA
DEPARTMENT OF THE ARMY
NEW ENGLAND DISTRICT, CORPS OF ENGINEERS
696 VIRGINIA ROAD
CONCORD, MASSACHUSETTS 01742-2751
October 7, 2009
Permit Number: NAE-2009-670
Mr. Lindsey Counsell
Three Bays Preservation, Inc.
864 Main Street
P.O. Box215
Osterville, Massachusetts 02655
Dear Mr. Counsell:
We have reviewed your application to perform work and place fill below the high tide line
of waters of the United States in order to dredge an approximately 128,775 square-foot area to a
depth of7, 8, 9, 10, and 11 feet below mean low water at Cotuit Bay and Nantucket Sound in
Osterville, Massachusetts. Approximately 15,850 cubic yards of gravel and sand will be
removed by hydraulic means and disposed of at Dead Neck as beach nourishment. The work is
shown on the attached plans entitled "For Maintenance Dredging the Cotuit Bay Entrance
Channel", on 8 sheets, and dated July, 1 2009.
Based on the information you have provided, we have determined that the proposed
activity, which includes a discharge of dredged or fill material into waters or wetlands, will have
only minimal individual or cumulative environmental impacts on waters of the United States,
including wetlands. Therefore, this work is authorized as a Category 2 activity under the
attached Federal permit known as the Massachusetts Programmatic General Permit (PGP). This
work must be performed in accordance with the terms and conditions of the PGP and also in
compliance with the following special conditions:
1. There shall be no dredging or disposal from January 15th to June 30th, of any year inclusive,
in order to minimize adverse impacts to winter flounder and horseshoe crab spawning.
2. The attached state-approved Piping Plover Management Plan ("Plan") or U.S. Fish and
Wildlife Service (USFWS) approved Piping Plover Management Agreement ("Agreement")
shall be in place and implemented for the proposed onshore dredge disposal and/or any
related construction activity ("beach nourishment") location prior to, during and after any
disposal of dredged material.
3. The initial and all subsequent beach nourishment activities authorized herein, unless
otherwise directed by the Corps, shall be placed at a minimum slope of 10: 1 (10 horizontal to
1 vertical) as shown on the attached plans and have no vegetation plantings. This is to
maintain existing plover habitat.
-2-
4. All beach nourishment and related construction activities are prohibited on or within 200
meters of suitable piping plover nesting habitat from April 1st to September 1st of any year. If
any disposal or construction activity could unavoidably extend into this restriction period, the
permittee must notify the USFWS (see 3d below) at least two weeks prior and the USFWS
may require the following in order to av.oid adversely affecting breeding piping plovers:
a. A qualified piping plover monitor1 must be in place by April 1st of the year in which
disposal is to occur to document location and activities of breeding plovers and to observe
disposal activities relative to plover activities during the upcoming disposal period. In
any calendar year, pre-disposal or related construction activity surveys shall begin one
week prior to April l st or one week prior to the commencement of any on-site project
activity if the activity starts after April 1st. On at least four non-consecutive days, the
piping plover monitor shall survey the project area (including landing, staging, operation,
sand-transport and beach nourishment areas) for the occurrence of territorial, courting or
nesting piping plovers. Each day's monitoring shall consist of two separate surveys
conducted during different times of the tidal cycle;
b. Dredge/disposal activities must be located 200 meters or more from piping plover
territories and/or nests;
c. Plovers must be monitored continuously during project activities. Piping plover
monitoring field notes shall be provided to the USFWS upon request. Piping plover
monitoring is the process of observing and recording data on piping plover breeding
activities without causing disturbance to the birds under observation. Monitoring
includes, but is not limited to, detecting and recording locations of territorial and courting
adults, locating nests and incubating adults, locating broods, interpreting piping plover
behaviors, and documenting observations in legible, complete field notes. Except to
determine the number of eggs in a newly discovered nest, monitoring is done using
binoculars or spotting scopes from a distance of at least 50 meters;
d. If it is determined by the on-site qualified piping plover monitor that piping plovers are
disturbed by the activity, (i) all work shall cease immediately and (ii) the USFWS shall be
notified immediately at (603) 223-2541 x22 for further consultation.
5. In association with authorized activities, if a crushed nest or a dead piping plover chick or
adult is found, the permittee is required to immediately contact the Division of Law
Enforcement, USFWS, Office of Law Enforcement, 70 Everett Avenue, Suite 315, Chelsea,
MA 02150; (617) 889-6616.
6. The following management actions, which also may be listed in the approved Plan or
Agreement, must be implemented each year following disposal in perpetuity as long as the
piping plover monitor determines that it remains potentially suitable piping plover nesting
habitat. This is to avoid adverse effects to Piping Plovers from recreational impacts
associated with the nourished beach:
a. Any suitable piping plover habitat created by work performed under this authorization
shall be managed in accordance with the USFWS, Northeast Region, April 15, 1994
document titled, Guidelines for Managing Recreational Activities in Piping Plover
-3-
Breeding Habitat on the U.S. Atlantic Coast to Avoid Take Under Section 9 of the
Endangered Species Act ("Guidelines") for managing recreational beaches on which
Federally listed piping plovers may be present. This document is located at:
http://www.fws.gov/northeast/pipingplover/recguide.html.
b. The disposal area shall be posted with warning signs and/or "symbolic fencing"3 before
April 1 of each year and managed according to the Guidelines.
7. These conditions are applicable as long as piping plovers are listed under Section 4 of the
Endangered Species Act.
8. The permittee shall coordinate with the Barnstable Shellfish Office to remove and replant any
shellfish within the project area.
The Corps of Engineers has consulted with the National Marine Fisheries Service (NMFS)
regarding the effects of your project on Essential Fish Habitat (EFH) as designated under the
Magnuson-Stevens Fishery Conservation and Management Act. The NMFS did not provide
EFH conservation recommendations.
You are responsible for complying with all of the PGP's requirements. Please review the
attached POP carefully, in particular the POP conditions beginning on Page 9, to familiarize
yourself with its contents. You should ensure that whoever does the work fully understands the
requirements and that a copy of the permit document and this authorization letter are at the
project site throughout the time the work is underway.
This determination becomes valid only after the Massachusetts Department of
Environmental Protection (DEP) issues or waives Water Quality Certification (WQC) as required
under Section 401 of the Clean Water Act. In the event the DEP denies the 401 WQC, this
determination becomes null and void. The address of the DEP Regional office for your area is
provided in the attached POP.
Your project is located within, or may affect resources within the coastal zone. The
Massachusetts Office of Coastal Zone Management (CZM) has already determined that no
further Federal Consistency Review is required.
This authorization expires on January 20, 2010, unless the POP is modified, suspended, or
revoked. You must commence or have under contract to commence the work authorized herein
by January 20, 2010 and complete the work by January 20, 2011. For work within Corps
jurisdiction that is not completed by January 20, 2011, you will need to reapply to the Corps to
continue work within our jurisdiction. We recommend you contact us before this permit expires
to discuss permit reissuance.
If you change the plans or construction methods for work within our jurisdiction, please
contact us immediately to discuss modification of this authorization. This office must approve
any changes before you undertake them.
\
\
-4-
This authorization requires you to complete and return the enclosed Work Start Notification
Form to this office at least two weeks before the anticipated starting date.
This authorization presumes that the work as described above and as shown on your plans
noted above is in waters of the U.S. Should you desire to appeal our jurisdiction, please submit a
request for an approved jurisdictional determination in writing to this office.
This permit does not obviate the -need to obtain other Federal, state, or local authorizations
required by law, as listed on Page 1 of the POP. Performing work not specifically authorized by
this determination or failing to comply with any special conditions provided above or all the
terms and conditions of the POP may subject you to the enforcement provisions of our
regulations.
We continually strive to improve our customer service. In order for us to better serve you,
we would appreciate your completing our Customer Service Survey located at
http://per2 .nwp. usace.army .mil/survey .html
Please contact Kevin Kotelly, of my staff at 978-318-8703 if you have any questions.
Attachments
Copies Furnished:
Sincerely,
Philip T. Feir
Colonel, Corps of Engineers
District Engineer
Ed Reiner, U.S. EPA, Region 1, Boston, Massachusetts, reiner.ed@epa.gov
Christopher Boelke, National Marine Fisheries Service, Gloucester, Massachusetts,
christopher. boelke@noaa.gov
Elizabeth F. Kouloheras, DEP SERO, Wetlands and Waterways, Lakeville, Massachusetts,
c/o lisa.ramos@state.ma.us (WQC #X227084)
Steve Pothier, First Coast Guard District (dpw-2), Boston, Massachusetts,
steven.r.pothier@uscg.mil
Robert Boeri, Coastal Zone Management, Boston, Massachusetts Robert.Boeri@state.ma.us
Susi Von Oettingen, US Fish and Wildlife Service, 70 Commercial Street, Suite 300, Concord,
New Hampshire 03301
John C. O'Dea, Sullivan Engineering Inc., 7 Parker Rd., P.O. Box 659, Osterville, Massachusetts
02655
THREE BAYS PRESERVATION, INC .
P.O. BOX 215
OSTERVILLE, MA 02655
FOR MAINTENANCE DREDGING
THE COTUIT BAY ENTRANCE CHANNEL
COTUIT, MASS
JULY 1, 2009
SULLIVAN ENGINEERING, INC.
OSTERVILLE, MASS.
I Cotuit
Highlands
Cotuit Bay PR[V/OUSL Y P[RM/TffD AS
S[CT/ON NO . 2
DR[OG[O TO -9
WIDTH OF 100'
PR[VIOUSL Y P[RM/TT[D AS
S[CT/ON NO. 3
DR[OG[O TO -7
WIDTH OF 80'
Oyster
Harbors
PR[VIOUSL Y P[RM/TffD AS
S[CT/ON NO. 8
DR[OG[O TO -10
WIDTH OF 100'
PR[V/OUSL Y P[RM/TffD AS
~t---S[CTION NO. 1
PROPOS[O
.. ~--MA/NffNANC[
Sff SHffT 3
Sampsons
Island
PR[V/OUSL Y P[RM/TT[O AS
S[CT/ON NO. 6
DR[OG[O TO -8
WIDTH OF 100'
Nantucket
Sound
DRWGW TO -11
WIDTH OF 200'
Dead Neck
TOTAL SF OF MAINffNANC[ DR[OG/NG= 128, 775
TOTAL CY OF MAINffNANC[ DR[OGING= 11, 125
TOTAL CY WITH ovrnDR[OG[= 15,850
FOR [X/ST/NG P[RMITS Sff:
TOWN OF BARNSTABL[ S[3-3743
D[P CH. 91 #9123
D[P WA Trn QUALITY #85987
ARMY CORPS #199701302
OVERALL
DREDGING PLAN VIEW
SCALE: 1" = 600'
600 0 300 600 1200
~~~-~-~-~-~-;}_! ~'--·'
SHEET 2 OF 8
THREE BAYS PRESERVATION, INC .
P .O. BOX 215
OSTERVILLE, MA 02655
FOR MAIN TEN AN CE DREDGING
THE COTUIT BAY ENTRANCE CHANNEL
COTUIT, MASS
JULY 1, 2009
SULLIVAN ENGINEERING, INC .
OSTERVILLE, MASS.
X-9.59
X-7.56
X-7.25
X-5.66
~
A
X-5.05
X-4.89
PROPOSED
MAINTENANCE
DREDGING TO -8
X-9.74
35,275 S.F. ---825 C. Y.
OVEROREDGE TO -9
+ 1,3 00 C. Y.
X-4.84
X-4.25
X-6.65
X -8.28
X-8.26 X-7.68
X-7.04
X-7.84
__:1-
A
X-7.24
X-7.42
NOT[S:
X-6.37
1.) The shore lin e informotion shown wos
obtainted from Town of 8ornstable G.l.S.
2.} The bathemetric information shown was ob tained
from an on the water survey performed in April 2008
and is in Mean Law Water Datum.
I
Nantucket
Sound
X-6.17
DREDGING PLAN VIEW
SCALE: 1" = 100'
100 0 50 100 200
c:::~•-c•:..:•=-·'-1--•'
SHEET 3 OF 8
THREE BAYS PRESERVA T!ON , IN C.
P.O. BOX 215
OSTERVILLE, MA 02655
FOR MAINTENANCE DREDGING
THE COTU IT BAY ENTRANCE CHANNEL
COTUIT, MASS
JULY 1, 2009
SULLIVAN ENGINEERING, INC .
OSTERVILLE, MAS S.
X -9.
0 + 0
(Y)
Co tu it
Highlands
-14.07
X-4.55
X-6.18
PROPOSED
MAINTENANCE:
DRE:DGING TO -10
-1---25,000 S.F----'~
1,200 C.Y.
OVE:RDREDGE: TO -11
925 C.Y.
X-14.93
6
X -15. 5
15 .54 -15 .13 X-13.85
Nantucket
Sound
X-14 .26
Cotuit Bay
X-8.79
X-10.88
Sampsons
Island
X-11 .54
-13.52
'51'0
"oo
X-12.84
DREDGING PLAN VIEW
SCA LE: 1" = 1 oo'
50 100
SHEET 4 OF 8
X-11.97
200
THREE BAYS PRESERVATION, INC.
P.O. BOX 2 15
OSTERVILLE, MA 02655
FOR MAINTENANCE DREDGING
THE CO TUIT BAY ENTRANCE CHANNEL
COTUIT, MA SS
JULY 1, 2009
SULLIVAN ENGINEERING, IN C.
OSTERVILLE, MASS.
:t rr,
U) ()..,., :t
~ aa ::i:i
r-2:::ti rri a;:: ->-a rri
U):::c,; __,.;:,,...(/) ~<e:o c:o~~ ~ ::i:i r-a)::,.<:::ti""tl:-<
:s; ~ --< 2 --< ~ :s; 6 (.rj
r-0 -:;::::r-· r----_ __, rri )::,. r-lJ
_rri < <:;::::.!'I ClJ ::ti
rri l\.:i s:: :-1 a rri S::~O)::,.~~s::><~
)::,.-S2U)-,. )::,..l\.):::tJ
U) < "' U) <.._ CJ --..,. ~-(;"") ~~~Vi~
~
0
c:JO"l ~
CJGJVi a
:r::-Vi < )::,.:2:: -
:;::::GJ
~ ~
0
U)I
:r::
rri ~· ~I
X-9.04
X -14.J8
X-75.IJ
'1'1,.oo X -15.94
II \ X-J.08
II \ X -1..39
I Sampsons
Island
Cotuit Bay
X-14.JI
X-75.0J
X-1 6 .14
o I ...,
X -15.8J
X-15.34
X -14.91
o I ..
X -8.19
X -9.80
X -9.01
X -7.87
X -2.93
X-5.65
X -10.21
X -13.16
X -1 6.31
<:::ic:::,
o,x
X -14.86!>.
X -8.50
X -15.45
<:::ic:::,
<:::ix ~
X -1 4.80
X-15.84
X-8.6
PROP OSED :i<-5.64
MAINTENANCE
DREDGING TO -11
,'4' 68,500 S.F. -
X -7.11
9,100 C. Y.
OV£RDREDG[ TO -12
2,500 C. Y.
DREDGING PLAN VIEW
SCALE: 1" = 100'
~<::)
Vj'l,-x
100 0 50 100 200
~~I I I
M.L.W. 0 .0
:t
rri
(/) CJ ..,., :t
~ aa :::i:i
r-~::ti rri a~ -:::>a rri
(/) ):,: ----j :h: (/) CtJ
r;:j < ~ () CtJ -r;:j ),. ::ti r-a:i,.<:::ti l:J -< (/)
$ S2 --< C! --< r;:j $ 6 (/) ~ r-GJ -:;:::r-· .. , r--_ ...... ,----l rri ),. r-\) rri
_rri < < < _rri CtJ :::(:) "-i
rti N S:: :-1 0 rti s:: Sj C) ),. ~ ~ s:: x g:; 0) :i,.-~(/)< :i,.1'.:>:::i:i a (/) < (/) CJ c:J ...... «:::: ..,.,
yi_GJ rr-i ~~Vi):,: OJ
-,...._ c:J 0) ::j < :t GJ Vi () 0 ),. ~Vi _<
:;:::GJ -< < PJ 0
EXISTING BOTTOM
M.L. W. 0 .0
DR£DG£ DEPTH (-8)
OV£RDR£G£ DEPTH (-9)
~
SEC TI ON C -C
SCA L E: 1" = 20'
100·
I
I
CENTER
UN£
200'
DR£DG£ DEPTH (-10
EXIS TI NG BOTTOM~
OV£RDR £G£ DEPTH ( 11) ~~
--........................................................... ···················.·.·.·.···2:::::]1
M.L. W. 0 .0
l~n
4
~
SECTION B -B
SCALE: 1" = 20'
........
~EXIS TING BOTTOM
OR£DG£ DEPTH (-8)
/ ,r-OV£RDR£G£ DEPTH (-9)
100'
I .
CENTER
UN£
I
l
SE C TI ON A -A
SCALE: 1" = 20'
20 0 10 20 40
..... ,, I
4
..
THREE BAYS PRESERVATION, INC.
P .O. BOX 215
OSTERVILLE, MA 02655
FOR MAINTENANCE DREDGING
THE COTUIT BAY ENTRANCE CHANNEL
COTUIT, MASS
JULY 1, 2009
SULLIVAN ENGINEERING, INC.
OSTERVILLE, MASS.
0 10 20
~
0 40 80 ,.......
0 50 100
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~
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~ .. ~
..... ;s
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40ft.
I
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NOURISHMENT PLAN
SHEET 7 OF 8
THREE BAYS PRESERVATION, INC .
P.O. BOX 215
OSTERVILLE, MA 02655
FOR MAINTENANCE DREDGING
THE COTUIT BAY ENTRANCE CHANNEL
COTUIT. MASS
JULY 1, 2009
SULLIVAN ENGINEERING, INC .
OSTERVILLE, MASS.
II
•
SEAPU/T RIVER 4
(TIDAL)
0
--------------------------
• :-. ·-:-.-:-:-:-;-:-:-:-·'Att:i.""--o.4· -:-:~-..::-.-.-.-::-: :-:-.-:--:-:.-:-.-:-.-;-:-:-:-.-;--.-;--:-.-;-~-: • -.
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TYPICAL RAMP PROFILEISOUTHI
.Sc:o1t 1 Vert. 1 •• ·iO'
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40 80ft.
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BtRD ACCESS RAMP PLAN
SHEET 8 OF 8
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THREE BAYS PRESERVATION, INC .
P .O. BOX 215
OSTERVILLE, MA 02655
FOR MAINTENANCE DREDGING
THE COTUIT BAY ENTRANCE CHANNEL
COTUIT. MASS
JULY 1, 2009
SULLIVAN ENGINEERING, INC.
OSTERVILLE, MASS.
PROJECT NAME: NANTUCKET SOUND I COTUIT BAY
PROJECT#: 98138
PROJECT LOCATION: COTUIT ENTRANCE
COLLECTED: FEBRUARY 2009
ANALIZED: JUNE 2009
SAMPLE#: 1
LOCATION: COTUIT ENTRRANCE CHANNEL
PAN=
#4=
# 10 =
#40=
#50 =
#60=
# 100 =
#200=
PAN=
EMPTY
SIEVE (g)
345.20
491.80
408.60
360.40
316.25
300.30
314.65
304.50
345.20
FULL
SEIVE (g)
533.30
494.50
411.30
496.70
345.90
311.40
320.40
304.70
345.30
SAMPLE (g)
188.10
2.70
2.70
136.30
29.65
11.10
5.75
0.20
0.10
LOSS (g) -0.40
LOSS(%) -0.21
% FINER
99
97
25
9
3
0
0
SULLIVAN ENGINEERING, INC. -OSTERVILLE, MA -(508) 428-3344 -FAX (508) 428-3115
PROJECT NAME: NANTUCKET SOUND I COTUIT BAY
PROJECT#: 98138
PROJECT LOCATION: COTUIT ENTRANCE
COLLECTED: FEBRUARY 2009
ANALIZED: FEBRUARY 2009
SAMPLE#: 2
LOCATION: COTUIT ENTRRANCE CHANNEL
PAN=
#4=
# 10 =
#40=
#50 =
#60 =
# 100 =
#200 =
PAN=
EMPTY
SIEVE (g)
345.20
491.80
408.60
360.40
316.25
300.30
314.65
304.50
345.20
FULL
SEIVE (g)
573.35
511.70
439.60
526.20
324.50
302.10
315.80
304.60
345.40
SAMPLE (g)
228.15
19.90
31.00
165.80
8.25
1.80
1.15
0.10
0.20
LOSS (g) -0.05
LOSS(%) -0.02
% FINER
91
78
5
1
1
0
0
SULLIVAN ENGINEERING, INC. -OSTERVILLE, MA -(508) 428-3344 -FAX (508) 428-3115
PROJECT NAME: NANTUCKET SOUND I COTUIT BAY
PROJECT#: 98138
PROJECT LOCATION: COTUIT ENTRANCE
COLLECTED: JUNE 2009
ANALIZED: JULY 2009
SAMPLE#: 3
LOCATION: COTUIT ENTRRANCE CHANNEL
PAN=
#4=
# 10 =
#40=
#50 =
#60=
# 100 =
#200 =
PAN=
EMPTY
SIEVE (g)
345.20
491.80
408.60
360.40
316.25
300.30
314.65
304.50
345.20
FULL
SEIVE (g)
523.60
494.70
411.40
420.90
355.00
322.40
356.00
312.60
347.20
SAMPLE (g)
178.40
2.90
2.80
60.50
38.75
22.10
41.35
8.10
2.00
LOSS (g) -0.10
LOSS(%) -0.06
% FINER
98
97
63
41
29
6
1
SULLIVAN ENGINEERING, INC. -OSTERVILLE, MA -(508) 428-3344 -FAX (508) 428-3115
PROJECT NAME: NANTUCKET SOUND I COTUIT BAY
PROJECT#: 98138
PROJECT LOCATION: COTUIT ENTRANCE
COLLECTED: JUNE 2009
ANALIZED: JULY 2009
SAMPLE#: 4
LOCATION: COTUIT ENTRRANCE CHANNEL
PAN=
#4=
# 10 =
#40=
#50 =
#60=
# 100 =
#200 =
PAN=
EMPTY
SIEVE (g)
345.20
491.80
408.60
360.40
316.25
300.30
314.65
304.50
345.20
FULL
SEIVE (g)
554.70
492.80
409.60
388.10
352.30
331.90
411.20
319.20
345.80
SAMPLE (g)
209.50
1.00
1.00
27.70
36.05
31.60
96.55
14.70
0.60
LOSS (g) 0.30
LOSS(%) 0.14
% FINER
100
99
86
69
54
7
0
SULLIVAN ENGINEERING, INC. -OSTERVILLE, MA -(508) 428-3344 -FAX (508) 428-3115
PROJECT NAME: NANTUCKET SOUND I COTUIT BAY
PROJECT#: 98138
PROJECT LOCATION: COTUIT ENTRANCE
COLLECTED: JUNE 2009
ANALIZED: JULY 2009
SAMPLE#: 5
LOCATION: COTUIT ENTRRANCE CHANNEL
PAN=
#4=
# 10 =
#40=
#50=
#60=
# 100 =
#200 =
PAN=
EMPTY
SIEVE (g)
345.20
491.80
408.60
360.40
316.25
300.30
314.65
304.50
345.20
FULL
SEIVE (g)
492.60
492.60
411.00
431.20
373.80
310.00
319.80
304.80
345.20
SAMPLE (g)
147.40
0.80
2.40
70.80
57.55
9.70
5.15
0.30
0.00
LOSS~) ~ro
wss~ OAf
% FINER
99
98
50
11
4
1
0
SULLIVAN ENGINEERING, INC. -OSTERVILLE, MA -(508) 428-3344 -FAX (508) 428-3115
c.
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N:s K £ T S O / j :: : : ~,,: LEGEND
-s--s-SILT FENCE
-
---.....
-··-···· =;:;
*
SHORELINE
PIER/DOCK·
HOUSE STRUCTURE
TENNIS COURT /FENCE
EX. GROIN
ROADS ·.
TOE OF DUNE
TOP OF DUNE
SALT MAR$H
PLA.NT GRASS
SEE SHEET 5 FOR
. CROSS SECTIONS.
1. ALL DEPTi-!S AND ELEVATIONS RE:F"ERENCE >.IL.W.
IN AREAS or HIGH SHOALING RATES,
2. THE SACK 20 n WIDE SECTION OF D!JNE (ONCE: THE 6; 1 SLOPE:
REACHES THE BERM ELEVAilON) SHALL BE PLANTED WliH CAPE
AMrnlCAN SEACr! GP.ASS, 2 CULYS PER HOLE. 14 INCHES ON CSNT
ANO 8 INCHES DEEP. THE LIMITS OF' THE PLAN7ED AREA AP.E SHO'
A80VE.
.3. A TEMFORARY SILT F'ENCE: MUST SE INSTALLED .:3 FT FROM THE
EDGE OF" A MARSH DURING CONSTRUCTION TO ENSURE THE: MARSH
NOT SE COVEREO. ,.----------------
! THREE SAYS PRESERVATION IN
TOWW or OS1tRVtU£ (Bamstablt CQunty) MA.
Pl.ANS ACCOMPANYING PCTITION Of' 3 BAYS,
PRESERVATION TO DREDGE corurr SAY TO -8
AHO WEST 8Al' TO -8' • .
ORROW MATERIAL Will SE usro TO f!U. SEJ.CH ARtA CH OD
_,,.,... • ,.r ft wnv ... 1997
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10
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Boring No. : ---
Sample No.: No. 7
Test Method ASTM D 422
Filename : 7
Project : Sullivan - 3 Boys
Project No.: GTX-4761
Location:
Date : Fri Sep 19 2003
U.S. STANDARD SIEVE SIZE
4" 2" 1" 0.5'' #4 #10 #20 640 #60 6100 #200 #400
I It I t t I II I I I I I I I II I I I I I I I I I I I I I I I II I I It I I I 11 I I I 1 1 I I ~-~-~ -~ --~ --i----i--------:-~ ~-;-}-t--}--1----i-------.; t-1-t-i-1--t--~----~-------t -!-1-i-~--t---!-----:--------t 1-~ ~-~ --:--~ ---l-----~-------i-:-; .:. ~--:--~---~ --~ -~ -----
'I I I I I 0 10 I I I I I I I It I I I I I f I I I I I I I I I t• I I I 0 t I I 11 I I I I t I I
I I 0 I I I I II I I It I I I ti I I I I I 1 I I I It I I I II I I I 0 t I I I• 1 t t I I I f
I I I I I I I 111 I I I I I I II t I I I I I I I I I I I 1 I II It I I 1 I I II I 1 I 1 I I I
I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I I 1 1 ~ I I O 1 o I I t I 1 1 I t 1 t t t 1 I
I I I I I I I II I I I I I I I II I I I I I I t I IO I I O 0 I 11 to O I 1 I O 110 It t o I I : : : : : : : :: : : : : : : : :: : : : : : : : : : : : : : : : :: : : : : : : : ::: : : : : : :
I I I 0 0 I I 001 I I I 0 0 I 00 I 0 t t I I , I I I I I I I I 10 0 t It I 0 t II I 1 I 0 t t t ·-·-·-'"·-·--.. ____ _, ________ .. ,._ .... ..,_ .. _ .. __ .., ___ ... ____ .... _______ ..... _ .... _ ... ___ .., ___ .. ___ ,_ .. _______ .., _,__, __ ,__ .. ___ .. ____ . _______ ............. _,__ .. ____ .. ____ .. _______ _,_ .... _ .. _ .. _. __ ,_ __ ,. ____ .. ____ _
I It I t 1 I II 0 0 0 0 0 1 I 01 I I 0 0 O I I I I 0 t I I 0 ti I I I I I I I It I I I I t I I
I I I I I I 0 II 0 0 0 0 I I I 10 0 I 0 I I I I II I I I I O I II I 1 t I 1 I I 10 1 I 1 1 1 I I
I I I 0 I I I ii I I 0 I I I I ti It 0 I I t I OI Io I I I o II 1 t ft o 1 I 101 I I 1 1 t t
I I It I I 0 111 I 0 I I I I 110 I I I t I 0 111 0 0 I I I 0 II I It I O I I 01 I 0 O I I I 1
I It i I I t 11 t I 0 I 1 I I 111 I I I I I t 11 I I I I o 1 I II 1 f O t o t 1 111 It 1 1 I I
I I I I I I I 111 I 0 I I I I II t I I I I t t II I I I 0 I o t ti 1 o O 1 o I I 11 0 0 0 o f o 0
t It t I I I 11 I I I I I I I II I 0 It I I I II I I I I I I I II I I I I I I O ti O I IO O 0 1
l l I I t I I 011 I I I I I I II I I I 0 I I I 111 I I 1 I I 10 It 1 I t o I ti 1 I I I o t o mnrr ff!1ffn 1 ·--rrmnrT ffr:!liTT-!rrffftTT !1fFHiT
rrrt_l_r r 1111rrq_1-Jrmrr;01 :mr:u11 mrr1rcr_r1m111_r-
:::: : : : :·::::: : : : :: : : : : : : : :: : : : : : : :: : : : : : : : :: : l:: : : : mrrrr ·-:rrrrrrr·-r-mrnrrr mrrr :--r-nrnrn r ·-nmrn r
· 1nrrr-r··---nnrrrr-T·-----r1nTrrrT------rnrnrrT------mnrrr--r------·mrrrrr··~-----
~-~ -:-~ --:--~----~--------: ~ +~-!-+-!--+---+----- --~ ~-r ~-~-+-~---~ ----r-------~ + :-~ ++-~--:----:-------~-~ ~ + +-r-+--!----:-------~-r~-~ -r-~ --~--~ ----~ -----
I I I 0 I I I •1 I 0 I I I I 0 II I I I I I 1 I ti 0 I I I I I t 00 o 0 I I 0 I O 11 I I I I I I
I Io I I I I tit I I 0 I I I 00 I I I I I I I 010 IO t o 1 101 I I 1 1 o 1 101 1 1 1 I I : : : : : : : :: : : : : : : : :: : : : :-: : : :: : : : : : : :: : : : : : : : :: : : : : : :
I I I I I I I 110 I 0 0 0 I I 01 It I I I I I .ti I I I I O I t• I I It I I I ti 1.0 I I I I
I I 0 I I I I II 0 I I 0 I 1 I II I I I I I I I lfl I If I I II 1 I If I I I 01 I I I I I I·
I I 0 I I I I 110 I I I 0 I I II It I 0 I I I 10•1 t I I I I It t I I I I I l II I 0 I I I I t {-r-:--}--:---{----{--------:-;.;-}-r-T--r--;----;--------rt-:-T-}-;--}·--:-----:--------r;-:-;-;-;--T---:---:--------t;-:--:-;--:--;---:-----:--------;-:-r-:--:--:--;---r----r-----
• I I I I I 0 II I I I I O I I II It I I I I I Ill I I I I I 0 II I I Io I 1 I II r 1 t I I I f
I I I I f I 0 II I I 0 I I I I II I It I 0 I I II I 0 I I I 0 I II O 0 t I t I I II 0 I 0 0 0 t •
I I 1 I I t I 11 I I 0 0 i I t It I 0 o I 0 O I IO Io I I I O I It t 1 t I O I t 11 t' O I 0 : : : : : : : : :: : : : : : : : :: : : : : : : : :: : : : : : : : :: : : : : : : : ::: : : : :
I I 0 I I 0 0 I 111 I I I I I 0 10 I I I I I I I 10 0 I It I 0 II I I I I 0 I 0 II Ir It 0
1 t t I I 0 0 I 10 I I I I I I I II 0 I I I I t 0 It I JI I t I Ot I 0 I o t 101 I I I I
I I 0 If t 0 I 00 I 0 I I 'I t t 01 0 I I 1 I I I 010 I 0 I 0 t, t 0 I 0 I 111 0 I I I
50
0
10
20
30
40
50
60
70
80
90
100
1000 500 100 10 5 1 0.5 0. 1 0.05 0.01 0.005 0.001
COBBLES
Classification
(SP) Poorly graded sand
Visual Description :
GRAVEL
COARSE I
Moist, light olive brown sand with shells
FINE
GRAIN SIZE IN MILLIMETERS
SAND
COARSd I SILT OR CLAY
MEDIUM FINE
Remarks
0 w z
~ w a:::
f-z w u a::: w
0...
Figure 7
Fri Sep 19 09:52:38 2003
GEOTECHNICAL LABORATORY TEST DATA
Project : Sullivan - 3 Bays
Project No. : GTX-4761
Boring No. : ---
Sample No. : No. 7
Location : ---
Depth : - - -
Test Date : 09/13/03
Test Method : ASTM D 422
Soil Description Moist, light olive brown sand with shells
Remarks :
FINE SIEVE SET
Sieve Sieve Openings Weight Cumulative
Mesh Inches
----------
0. 75" 0.748
0. 5" 0.500
0.375" 0.374
#4 0.187
#10 0.079
#20 0.033
#40 0.017
#60 0.010
#100 0.006
11200 0.003
Pan
Total Dry Weight of
DBS 1. 0992 mm
D60 0.6108 mm
D50 0.5224 mm
D30 0.3747 mm
DlS 0.2824 mm
DlO 0. 2570 mm
Soil Classification
Millimeters Retained
(gm)
-------------------
19.00 0.00
12.70 1. 71
9.51 0.00
4.75 0.79
2.00 6.43
0.84 27.04
0.42 81. 75
0.25 50.63
0.15 12.25
0.07 1. 87
1. 61
Sample = 192.19
SP
Poorly graded sand
A-1-b(O)
Weight Retained
(gm)
---------------
0.00
1. 71
1. 71
2.50
8.93
35.97
117.72
168.35
180.60
182.47
184.08
ASTM Group Symbol
ASTM Group Name
AASHTO Group Symbol
AASHTO Group Name Stone Fragments, Gravel and Sand
Filename : 7
Elevation : --
Tested by : cb
Checked by : jdt
Percent
Finer
(%)
100
99
99
99
95
80
36
9
2
1
0
Page
GeoTesting Express, Inc. • Boxborough, MA • (978) 635-0424 • Fax (978) 635-0266
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100
90
80
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I 70 (.'.) w
5:
>-60
m
n::: w 50 z
L:;::
I-40 z w u n::: w 30
Q_
20
10
0
Boring No. : ---
Sample No.: No. 8
Test Method ASTM D 422
Filename : 8
Project : Sullivan -3 Boys
Project No.: GTX-4.761
Location:
Dote : Fri Sep 19 2003
U.S. STANDARD SIEVE SIZE
4" 2··
I I I It
tit I I I
• • • • • • I I II.I I I I
1" 0.5'" #4 #10 #20 #40 #60 #100 #200 fi400
11 I I I I I I II I I I I I ' I 111 I I I I I I I I I I I I I 011 I I I I t I 111 I I I I I t
!I[_iILLJiiiHTIJ_JjI[ljILI_ JmILrJilJIILII :TliIIIIIr
111:: 11 :1::::1:: ::::::::: ::1 1
::::: ::::::::: ::::::: j:
1!Hn r [[]!ff !TT f !ff!lTrr· mnrrr ·-mrrn ;·-r-mnrn r
11:r1r r_ f :1,11rr1-mr1--1rr_:~:r;rrr---li.f f I1111 ___ :1,·1r-1r11-
mr:··rr-:rrrrnrr-1mrnr·r nmr . r :·rnnrr1 1··--·-·rn1nrr1·----
rr-rTrr-r------:-rrrrrrr-T-·---·r1rrr-rrrT------mrrn --~----r-------mrrrr--r---:-------mr-rrr--:-----
• I I I I I 0 111 I I I I I I 01 I I I I I I 0 111 It I I I It IO I I 0 I 0 •Io IO I I I ~-!-! . .!. -! . _ ..;_ ---..:. -------! ~-:.. .: . .: . ..;. -!-.. :.. . -__ :,. _ ------! .:.:.. .: . .: . ..;.. -.!--.:.. • --.:.. • ------.! ..:. ! .:.. ..: .. :.. . .: .. - ----!------• .:.:.. ! .:.. .:.. .:... -:-. -!---. : . ------..:-~ ~-: .:.. . : .. :.. . -~ ----!-----
t It> I I 0 II It I I 0 I 0 >I I I I I I I I ti 0 It 0 0 I II I I I I 0 I I 01 I IO 0 I f t
0 IO I I I t II I I I I I 0 I 10 I I I I I I I 110 It I I 0 11 I I I• t I I II I I 0 0 I t t
I It I I I 0 •I I I I I I 0 t ti I I I I I I I II 0 I I 0 0 I II t I I I 0 I o 01 I It I I I 0
I I It I I t II I I I I 0 I t Of 0 I I I I I 0 II f I 0 0 I I II I I I I t I I 11 t It 1, t I 0
I I I 1 I I 0 ti If I I I I I 10 t I., I I I I 110 I I I I I II I 0 I I I I O 01 I I I I I I 0
t t 0 > I t I t I I I 0 I I I I t I I I I I I I I I 1 t I I f I 0 I I I 0 I I t t t I I I I t I ~ I I
0 I 0 I I I t II I I I I I I I 10 I I I I I 0 I II t I It I I II I I I 0 I I O II 0 I 0 I t t I
It Io I I I II I I I I I I I II 0 I I I I I t II 0 I I 0 f 0 0 II I I IO t I O 01 t It I I t I i-r-r-r--:---i----i--------:-r;-r-r-r--r--i----i--------rf-:-;.;..;--;.---:-----:--------ri-:-1-1-;--;---:----:--------f;-r-:-;--:--1---:-----:--------1-:-r-:--:--:--i---r----r-----
, I If 0 I I tit I It I I I 10 t I I 0 I t I 10 0 0 I I I I I It I 0 0 I 0 t t fl I I 0 I I 0 I
I IO I I I I II I I 0 I f I I II I I I I I I I II I 0 I I I I 0 II I It 0 I I t ti I I I I I 0 I : : : : : : : :: l::: : l : :: : : : :·: : : :: : : : : : : : :: : : : : : : : :: : : : : : : :
I I It 0 I I ti I I I 0 I t I II 0 I 0 I 0 I I It I 0 I I I t I 101 It I I t I 011 I 0 I I I 0
::: : : : : ::::::: ! : :::::::: : :::::::: : ::H:::: : :::::::: :
50
0
10
20
30
40
50
60
70
80
90
100
1000 500 100 10 5 1 0.5 0. 1 0.05 0.01 0.005 0.001
COBBLES
Classification :
(SP) Poorly graded sand
Visual Description :
Moist, light yellowish brown sand
GRAVEL
COARSE I FINE
GRAIN SIZE IN MILLIMETERS
SAND
COARSE' I SILT OR CLAY MEDIUM FINE
Remarks
0 w z
~ w er
I-z w u er w
Q_
Figure 8
Fri Sep 19 09:52:38 2003
Project : Sullivan - 3 Bays
Project No. : GTX-4761
Boring No.
Sample No. : No. 8
Location : ---
GEOTECHNICAL LABORATORY TEST DATA
Depth : ---
Test Date : 09/13/03
Test Method : ASTM D 422
Soil Description
Remarks :
Moist, light yellowish brown sand
Sieve Sieve
Mesh Inches
----------
0.375" 0.374
#4 0.187
#10 0.079
#20 0.033
#40 0.017
#60 0.010
#100 0.006
#200 0.003
Pan
Total Dry Weight
D85 l. 0696 mm
D60 0.5879 mm
D50 0.4960 mm
D30 0.3492 mm
Dl5 0.2664 mm
DlO 0.2303 mm
Soil Classification
FINE SIEVE SET
Openings Weight
of
Millimeters Retained
(gm)
-------------------
9.51 0.00
4.75 2.89
2.00 3.70
0.84 19.75
0.42 56.79
0.25 39.94
0.15 13.06
0.07 l. 88
1. 04
Sample = 147.12
SP
Poorly graded sand
A-1-b(O)
Cumulative
Weight Retained
(gm)
---------------
0.00
2.89
6.59
26.34
83.13
123.07
136 .13
138.01
139.05
ASTM Group Symbol
ASTM Group Name
AASHTO Group Symbol
AASHTO Group Name Stone Fragments, Gravel and Sand
Filename : 8
Elevation : --
Tested by : cb
Checked by : jdt
Percent
Finer
(%)
100
,98
95
81
40
11
2
l
0
Page
GeoTesting Express, Inc. • Boxborough, MA • (978) 635-0424 • Fax (978) 635-0266
l
Town of Barnstab le Geog raphi c Info rmation System
019174 I 019175
#6 #30
019176
#,1 ~
019~
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DISCLAIMERS: This map is for planning purposes only. It is not adequate for legal
boundary determination or regulatory inte rpretati on . En la rgements beyond a scale of
1"=100 ' may not meet estab lished map accuracy standards . The parcel lines on this map
are only graphic representations of Assessor's tax parcels . They are not true property
boundaries and do not represent accurate relationships to physical features on the map
such as bu ilding locations .
Map: 033 Parcel : 032
Owner: BELANGER, MICHAEL P & GISA E
Co-Owner:
Location : 100 CROSS STRE ET
Total Assessed Value: $1025700
Acreage: 0.77 acres
Se lected Parcel D
Abutters
Buffe r
February 25 , 2009
f:-11
W-.. ·E
From:Gardner, Crystal I CIV USARMY CENAE (US)
To:Barry Fogel
Subject:RE: DNSI Permit
Date:Tuesday, September 5, 2017 9:55:54 AM
I will get back to you and see if NMFS will allow this. Actually the condition should read from January 15th to October 15th of any year, so this will be a
modification to the original permit. I sent Sue Tuxbury an email and I am awaiting her response.
Crystal
-----Original Message-----
From: Barry Fogel [mailto:bfogel@keeganwerlin.com]
Sent: Friday, September 01, 2017 1:38 PM
To: Gardner, Crystal I CIV USARMY CENAE (US) <https://urldefense.proofpoint.com/v2/url?u=http-3A__Crystal.I.Gardner-
40usace.army.mil&d=DwIFAg&c=euGZstcaTDllvimEN8b7jXrwqOf-
v5A_CdpgnVfiiMM&r=GNjgnjXAxDvCqhE9DVV2UWfgTdca3Y_0KORMLzB7cEI&m=x1j7EZhZGF8msynqlSxjo49jkCD1j_tqVHU5jRELwG0&s=5c-
DbIr3QzEMwRpkIjSlUWr3MmrjdBb0cZl40wEwVj0&e=>
Subject: [EXTERNAL] DNSI Permit
Crystal - A question has come up - there are two conditions that seem to conflict, stated below:
#4 states: - No in-water silt producing activities shall occur between February l through June 30 if the following measures are not employed:* (a) All
dredging and disposal shall be completed during periods of low tide; (b) All work shall be sequenced to postpone the cut to reach the coastal mean low
water (MLW) line until last.
#9 states: No in-water silt producing work shall occur between February 1 and October 30 in order to protect sensitive life stages of winter flounder and
anadromous fish migrations.
Can you help clarify these? Can work occur between Feb 1 and June 30 if the measures are employed, and then not from July 1 to October 30?
Thank you - Barry
Barry P. Fogel
Keegan Werlin LLP
265 Franklin Street
Boston, MA 02110
bfogel@keeganwerlin.com <mailto:bfogel@keeganwerlin.com>
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DEP File Number:
Massachusetts. Department ®f Env,iror mental Protection
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Bureau of Resource Protection -Wetlands
WPA Form 5 - Order of Conditions Provided byDEP
Massachusetts.Wetlands Protection Act M.G.L. c. 131, §40
D. Recording Information (cont.)
Detach on dotted line,have stamped by the Registry of Deeds and submit to the Conservation Commission.
To:
Barnstable
Conservation Commission
Please be advised that the Order of Conditions for the Project at:
Dead Neck Barrier Beach.on Three Bays Estuary SE3-3743
Project Location DEP File Number
Has been recorded at the Registry of Deeds of:
County book U
DEC
C Y a
ffor: 2 7 20Ci0
Property Owner ARNST'LE CONSERVATION
and has been noted in the chain of title of the affected property in:
Book Pace
In accordance with the Order of Conditions issued on:
Date
If recorded land, the instrument number identifying this transaction is:
Instrument Number
If registered land, the document number identifying this transaction is:
Doc:820.031 12-18—o o A 10:a4
Document Number
BWWSTABLE LAND COURT REGISTRYry
BAPNSTABLE 00 M
sREGISinOFDEEDSUECOPY.ATTEST
Signature of Applicant
REGIBTER
6ARN51Hrs t rctuls i by Ur tEDS
V.9A FCrri S Rasra 7 e.'
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US Postal Service
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