20180542 Ver 1_Other Agency Correspondence_20180713

Coastaf Manugement
ENVIRONMENTAL QUALITY
�Uiy 9, 2ois
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
ICristi Lynn Carpenter
DWR Wetlands Unit
Cathy Brittingham
Ma.jor Pennits Processing Coordinator
ROY COOPER
Govemar
MICHAEL S. REGAN
Secrefary
BRAXTON C. DAVIS
DlrecYar
R��F��� p
��� 13 2018
STpRMWA �� pQ����IN�
CAMA/DREDGE & FILL Permit Application Review
NCD07' Hig6wa,y Division 2
l3ridge 2�9 o��er Duck Creek on SR 1336 (Hawkins Beach Road)
in Bcaufort Counh'
Proposed Project: To replace the existing 53' long bridgc on SR 1336 over Duck Creek ��ith a
new 85' long cored slab concretc bridge and associated infrastructure on
existing �Iignment, N ith a temporar�� on-site dctour.
Please indicate below your a�ency's position or viewpoint on the proposed �roject and retum this ti�rm by
Jul,y 27, 2018. If you have any questions regardin� the proposed project, please contact Stephen Lane,
Permit officer at [phone]. Wl�en appropriate, in-depth corrvnents with supporting data is requested.
REPLY
This agency has no objection to the prqject as proposed.
This agency has no comment on the proposed project.
This agency approves of ihe project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNCD DA1'E
State of North Carotlna I Em�mnmental Qualtty I Coasro! Management
Morehcad City O(fite I 400 Commerce Avenue I Ma'ehead Crcy. NC 2855!
252 808 2808

ENVIRONMENTAL SERVICES, INC.
4901 TRADF.Iv1ARK DRIVE
RALEIGH, NORTH CAROL[NA 27610
919-212-1760' FAX [phone]
www.environmentalservicesinacom
Apri123, 2018
Mr. Stephen Lane
N.C. Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Re: 17BP.2.R.85, Replacement of Beaufort County Bridge 249
Besufort County, North Cazolina
Dear Mr. Lane:
RECEIVEp
MqY - 9 2018
DCM-MHD C�n,
The North Carolina Department of Transportation Highway Division 2 is submitting the attached
CAMA Major Pemut applicarion for the replacement of Bridge 249 on Hawkins Beach Road
(SR 1336) over Duck Creek in Beaufort County, North Cazolina. The pmposed construction will
consist of the replacement of the existing concrete floor bridge with a cored slab bridge at the
same location. A temporary op-site detour is pmposed on the downstream side of Hawkins
Beach Road. The project is located in the Taz-Pamlico River Basin.
The proposed project will result in permanent unpacts to 0.02 acre (966 square feet) of coastal
wetlands from fill and excavarion, permanent impacts to <0.01 acre (14 square feet) of surface
water from rip-rap placement around the new bridge, and temporary impacts to 0.04 acre (1,900
squaze feet) of coastal weUands from temporary detour fill. Temporary impacts to Duck Creek
aze also proposed for the on-site detour.
Please comment on the attached pernrit applicarion at your eazliest convenience. Please contact
me if you have any questions or need any fiuther informarion.
Sincerely,
ENVIRONMENTAL SERVICES, INC.
�� � c��
Robert Tumbull
Senior Manager
Attachments: CAMA Major Permit Application, Figures, Stormwatet Mamgement Plan, Permit Drawings, NCDOT
Historic Architecture and Landscapes No Survey Form, NCDOT No Archaeological Survey Required Fotm

� ■F1
APPLICA�ION te�
M�I�� Da�reloproent Parmlt
(last rwM�d 12lZ7/OB)
North Carolina DIVISION OF COASTAL MANAGEMENT
!. PrlmaryApplicanbtandownerlrtforma8on
Business Nama Projecl Nama (if applicaEle)
NWot HigMvay Division 2 Beaufort Bridga 249
Appl�pnt t: Ffrst Name MI Last Name
Heather C Lene
ApplkaM 2: Flrst Nama MI Last Name
!/Bddlf(OITB19ppIiCeM$ Pfe88B Bfleth 8118ddTi0ne1 peQBiB)WNAlternB3li5Bd,
Mallirq Add�ess PO Box Gty Stale
1037 W.H. Smtth Boulevard 1587 Cireenv0le NC
21P Counlry Pho� No. FAX No.
278351587 USA 252-439-2813 exl. • -
so-ee� nadress (u dNiarent rrom aaove) ary sta�e z�P �
Email
hclane(8ncdoLgov
2 AgendContractorintortrratlon
Businass Name -
Environmentel Services, Inc.
AgenV Contrador 1: Flrst Name MI Last Name
RobeR T Tumbutl
AgmV Conlradar 2: Fliat Nmne MI Leat Name ,
MaiGng Address PO Box Gry State
49D1 Tredemark D�ive Ralelgh NC
ZIP Plrone No. t Phaie No. 2
27610. 919-212-1760 ext204 918-819-1848 e�a.
PA% No. Cornredor #
soa a�az�zz
so-eet addrecs (N mHereM hom e6me) aty state z�P
Emall
rtumbullQesinc.cc
<Form continues on back� ,JUN 11 2018
TY
252-000-200D .. 1-fl[i0•4RCOA5T .. w�vw.nccoastolmpnagement.net

Form DCM MP-1 (Page 2 of 4) APPLICATION for
MaJor DevelopmeM Pertnit
3. Profect LoceBon
County (can be multlple) Street Addresa State Rd. #
Beaufort Hawkins Beach Road at Duck Creek 1336
Suhdivision Name Gry Sta�e zip
WA Bath NC 27889-
PFrone No. Lot No.(s) (H manY, alted� adIXNaiel pego wMb kary
WA - - e:t. WA, . �
a. In wfil� NC dver basln Is the projecl bcated? 6. Name of body ofwater neareat M proposed pro�ect
Tar-Pamlico Duck Creek
c. Ia tlie v2ter hody Itlentlfied In (b) a6ove, newral or manmade7 tl. Nama Ihe doea�l mapr water hody to the praposed proJeU sHe.
�Natual ❑Marvnede �Unkrwvm Pamlieo River
e. Ia prop�sed work KitNn tlry Itnils or plarnin0 Jurisdictbn? f. If applfcaNe, lisl Me planrdnq �uladidian w dty Ilmil Me prapoeed
�Yes �No �wrk faps witldn.
4. Slte DescHpBon
a. Totsi lengfh of stwreline on the tract (R) C. Size oi �tlte traU (sq.R)
475 ft. 52,272 {t2 acre)
c. Slze o1 iMWidual lot(s) d. Approxlmala elmatlon af tract above NHW (rartnef high wafer) or
Me, NWL (nortnelweterbvet)
(H many fof s8es. P�eese alfach ad�Nonal page wlfh a/lsfl 5-8 ft �NHW or �NWL
e. Vegefetlan on trad
VegetaUan wlthfn the proJect erea Is prlmarily coastal marsh and malntained roadside communifles. Forested communitles
are preeerd In rron-coastal wetland arees.
1. Man-made fealures sM usm now on trad
Exisdng 2 lane bridge on Hawkins Beach Road (SR 1336j.
p. IdenHty and desuibe the e�dStlrq land uSoa g�ppt to IM propoeed po�ett aXe.
Land uses adJacent to tl�e project end in ihe project dcinity are primerlly ellvicxtWral erW egricullural land, with aome rurdl
residentlal areas.
h. How doae bcel �vemmeM rnne the IraU7 i. Is IM Proposed qojxl consiateM witl� the epplkaWe mninp?
WA (Attach mNrq camp9ance wtlfinm� H apppcaele)
DYes ❑No �NA
J. Is Me Wopased acUNty parl ot an urban xaterhaM redavabpment proposal9 ❑Yes �No
k. Hes a protesslonal mehaealopicd assessmmt bean dane (ar tha tracl7 It yes, aUach a copy. �Yas ❑No ❑NA
If yes, by whom7 NCDOT F�U
I. la Me pmposetl pmJect Wratad 4� a Natlanal Repfalered Hbtak �ishid or does ft imdve a �Yes �Na �NA
Natlonal Repiater lated or e6pide poperly7
<Form eondnues on next page> RECENED
JUN 11 Z��B
2G2-G0�1-20U0 .. 1-BBQ�ARCOAST ., wvnv.nccoaStalmnno�em��sMHDCITY

Form DCM MP-i (Page 3 of 4) APPLICATIOPI far
Major Revelopment Permit
m. {i) Are there wetlands on Ihe site7 �Yes �Mo
{ii} Are there coastal wetlands on the site? �Yes ❑No '
(iii) If yes to elther (i) or (1(} above, has a delineation been conducted? �Yes ❑No
(Attach documentation, rf availa6le)
n. Describe extstfng wastewater treatment facilities.
No wastewater treatment facilities area located within the pro�ect area.
o. Describe existing drinking water supply source.
No water supply source is present in the project area.
p. Describe existing storm water management ar treatme�t systems. ,
No current stormwater management systeens are in place. Stormwater drains directly into Duck Creek
, . :;. -_. �
,.; v ::�
5. Acbv�ires anal�lmpacts - � �
a , ,.. - _., ..:., ,., _ -
.
,�
. . : . , , .,
, .... . �, . .... � . �.. . . . , .. .. ., . .
..:. _.- .. . � . . �
a. Wilt the project be for commercial, public, or private use7 ❑Commercfal �PubliclGovemment
� QPrivatelCommunity
b. Give a brief descripdon of purpose, use, and daily operations of lhe project whe� complefe. . -
The pivject wi11 replace the existing bridge on Nawkins Beach Road (SR 1336) aver Duck Creek.
c. Describe the proposed construction methodology, types af canstruction equlpmant to be used during construction, the number of eacti type
of equipment and where it is to be stored.
The project wili replace the existing timber deck bridge with a cored sfab bridge at the same locatlon. The project will alsa
include 0.13 mile of raadway improvement. To faci(itate the construction of the proposed bridge, a nne-lane onsite detour is
proposed dn Ehe downstream side of 5R 1336. The project work will cortsist qf grading, widening, drainage improvemenEs,
temporary detour constructinn and removal, bridge replacement, and pavement markings. This work will be cenducted using
standard road construction equipment. An in-watar construction moratoria will apply to this project irom February 15 -
5eptember 30. Equipment willl be stored on-site in upland areas.
d. List aii development ac6vities you propose. _
Replacement af exis4ing timber deck bridge with a cored sfab bridge.
e. Are the proposed activities maintenance of an existing project, new work, or both7 Maintenance
f. What is the approximate total dfstur6ed land area resuiting from the proposed project7 1.2 ❑Sq.Ft or �Acres
g. Wilk the proposed proJect encraach an any puhiic easement, pu6lic accessway or ather area �Yes ❑No ❑NA
that the pubilc has established use of?
h. Describe loption and iype af existing and proposed discharges to waters of the state.
No discharges ta waters of the state are proposed. .
f. Will wastewater or stormwater be discharged int� a wetland? '�Yes []No ❑NA
!f yes, will this discharged water be of ihe same salinity as ths receiving water? �Yes ❑No ❑NA
j. is there any miUgation proposed7 �Yes �JNo ❑NA
IF yes, attach a mitigatlon proposal.
�� �'
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; Form DCM MP-1 (Page 4 of 4)
-. � . , ,:,.;� :
APPLICATION for
Major Development Pemtit
<Form continues an ba�k�
,.. .,, , _ _ .., t
�n fo'rm (MP-i) the fo!law�rig items below,'ff applicabla must be sybrnittedlrJ orderfor the applrcation `;.
(� aie ahvaysapplrcable to anymaJar develapment apphcahan P/easa consult.the appGcafran
Insfrucfron bo`oklef on how to pmperly prepare the requlred items below `. ��` �' � -
.-. , , . . , . •
, , . . ._ . ,. , . . . ., . , ., . . . . , ._ , . ... .
a. A project narrative. �
b. An accurat2, dated worlc plat (including pfan view and cross-secGonal drawings) drawn to scale. Please give the present status of the
proposed proJect. Is any portion already complete? IF prevlously authorized work, clearly indicate on maps, plats, drawings to distingulsh
between wark compleied and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiUar with the ar�a to the site.
d. A copy a€ the deed (with state application only) or other instrument unde� which the applicant clafms tltle to the af4ected properties.
e. The appropriate appiication fee. Check or maney oMer made payable ta DENR.
f. A Ifst of the names and complete addresses of the adjacent waterfront (riperian) landowners and signed retum receipts as proof that such
owners have received a copy of the applicatian and plats by certified maif. Such tandowners must be advised that they have 30 days in
wfiEch ta submit camments on the proposed project to the Division of Coastal Management.
Name PCS Phosphate Com'pany Inc' � �Phane No 252 3Z2�4111'
Address P.0 Bax 425 �Aurora NC 278Q8 , ' , . , . , . , , , . , _ . ., . , , , - ` . ,
Name 5tate of North Carolina, State Property Office
Address i321 Mail Service Center, Raleigh, NC 27699
Name � ' '� f ;
' Address. . .. . ,.. �.� . � . � , .... .
Phone No. 919-80i•4656 �
g. A list of p(eviaus state or federal permits lssued for work on the project tract. Inolude permit �umbers, permittee, and issuing dates.
h. Signed cons�itani ar agent authorizatian fortn, if applicable. � ' �
i. WeUand delineation, if necessary. . _ , . _ . _ _, r_ , _ _ _ . _ _ _
J. A sEgned AEC hazard notice for prajects in oceanfront and lnlet areas. (Must be signed by property o�vner)
k. A statement of compiiance with the N.C. Erntronmental Poficy Act (N.C.G.S.113A 1-10), (finecessary. {f the project involves expendlture
of pubtic funds or use of publlc lands, attach a siatement documenting camptfance with the North CarofiRa Environmental Policy Act
_ ._ , ,,, , . . =
. •. ,:
ertr r�afron and Perm�ssion fo:�n#er:on La�d :.� = `:' ._
, ..,.� :.. �.:, .,._ , r :.:. :... : .. , . . , _ .:,. .. : . ,... .. ,. ,
I u�derstand that any permit issued in raspanse to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
1 ce�tify that I am authorized to grant, and do in fact grant permission io representa8ves af state and federal review agencies to
enter on the afarementioned lands in conrteclion with evaluating infoRnation related to this permit application and follow-up
monitoring oithe project. -
I furtha� certify that ihe information provided in this application is truthful to the best of my knowledge, •
Date �/3'!1� PrintName 1��-�- �,,•1:../r (/}�-Ht-� '
�
Signature �,.,.''�"'�._� �%Z�z_"°�'G�`
Please indicate application attachments pertaining tQ your proposed project.
pDCM MP-2 Excavation and Fill lnformation �DCM MP-5 Bridges and Culverts
pDCM MP-3 Upiand Development
❑DCM MP-4 Shuctures Information
�-� �- -�, �- : - i� �c
.JUN � �: 201�
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hrm �CM M!�
and CULVERTS
Atlach this Torm lo Joint Applicadon for CAMA Major Permit, Form DCM MP-1. Be sure to complete all olher sectians of the Joint
ApPlkation ihat reWte to this proposed praJed. Piease fnduda all supplemantal informatfan.
1. BRIDGES ❑This aec�n not appRcable
a. Is the pioposad brldge:
�CanmerGal �PuhIIrlGovemment ❑P�ivatelCammunity
a Type of b�ldge (construdion malerWq:
cored slab
e. (i)1MII proposed bridge repiace an exlSUnp bridge7 �Yes �No
If yes.
(il) Lenptli o(esisUng brfdge: �
Qil) Wldlh of edsOrg Critlge: 20�f
pv) Navlgalion clea2nce undemeath exiatlng b�idge: 2.68 ft
(v) WIII all, or e paA of, the exlstlng MWge be rdnoveda
(E�laln) Yes, ad of the exisdrg brldge will be
removed and replaced.
B. Length of proposed bridge: Q¢$
b. Water body ro be crossed by hrldge:
Duck Creek
d. Water depth et tha proposeC crossing at NLW a NWI:
6ft
L Q) WBI proposed b�idge replace an e�daHng alvert7 �Yes �Na
If yes.
(li) Lengfh of e�dstlng alvert: _
(Ilp Width of edsUng alvert: _
(iv) Helyht of Ne top o1 Na e�dsGng wWerl above ihe NH4V or
NN/L: _
(v) Wiq all, ara paR M, iha exbBng cWvort he remaved7
(Explein)
h. WIdC� of proposed badge: 3,'�f
i. Wlp tlie p�oposad bridge a8ect adsting water flo�Jl ❑Yes �No �. Wfll the proposed 6ridge a%ct navlgatlon by rtdudn gor
If yes, eaplain: inaeasing IM eds6ng revipade opaNng? ❑Yes �No
If yes, a�laln:
k. NsvigaUon dearance undemealh praposed beWge: 3.00 g
I. Have you contaUed tl�e U.S. Coast Guard cancartdng Ihelr
approval7 �Yes ❑No
It yes, explain: USCG Advance Approval LeUer will be
provided upon recaipt trom USCG.
m. xwa�lers7Proposed bridge aoss wetlantls ooniainki9 �Y ��No n. Hdght ot proposed bridge atave wetla�Ws: J�IA
If yes, explain:
% f:1:6{�ER%$ �Th1sSBC110nllOfeppllCeWe
a. Number o( culverls praposed: _
b. Water 6ody In Wdch Ihe culvert is to be placa�l:
RECEIVE
JUN 11 2018
�53�t106�2IIQD :: L�t301I-SRCOAST :: vnr:i n:coostair.�:r,;:i�emr.:; nM re�ised: �U 2G'06
DCM-MHD CITY

: ��€'a� ���] ����-� (�ri�;��:, �s�� �as�ves��= ��g�� � +�fi �j
c Form con�inu�s on b�cks
c. Type of culvert (constructlon material):
d. (i) Will propas�d culvert replace an existing bridge? e. (i) Will proposed cu►vert replace an exlsting culvert?
�Yes ONo ❑Yes ❑No
!f yes,
(fi) Length of existing bridge:
(fii} Width of existing 6ridge:
(iv) Naviga6on clearance undemeath existing bridge: _
(v} Wil! all, or a part of, the exEsting bridge be removed7
(Explain)
f• Leng�h of praposed culvert:
h. He{ght of the top of tho proposed culvert abave the NHW or NWt.
j. Wi1f the proposed cuiven affecl navigation by reducing or
Increasing the existing navigable opening? ' ❑Yes �No
If yes, explain:
If yes,
(ii} Length af existing culvert(s}:
(iiiy wdlh of existing culvert(s):
(iv} hleight ofthe top of the existing culveft above the NHW or
NWL:
(v) Will all, ora part qf, the existing culvert be removed?
(Explaln)
g. Width oi proposed culvert:
f. Depth of culvert lo be burietl below existing bottam contour.
k. Will the proposed culvert affect existing waterFlau�rt
If yes, explain:
❑Yes ❑No
�
3.� EXCAVATION and FILL p Thrs sectrorr'nof applicable
a. (1} Will the placement of the praposed bridge or culvert require any b. (i) Will the placement of the proposed bddge or cuivert requlre any
excavation below the NHW or NWL? ❑Yes 0No excavation wilhin coastal wetfands/marsh (CW), submerged
If yes, aquatic vegetallon (SAV), shell bottom (5B}, or olher wetlands
(WL)? If any boxes are checked, provide the num6er of square
(ii) Avg. tength of area to bs exrav.ated; feet affected.
(iii) Avg. width af area to be excavated: �CW 39 ❑SAV ❑S8
{iv) Avg. depth of area to be excavated: [�WL ❑None
(v) Amount of material to be excavated in cuh(c yards:
c. {i) Will the placement of the proposed bridge or culvert require any
high-ground excavation7 �Yes ❑No
If yes,
(iij Avg. length of area to be excavated: 52(north side�, 40
(south sidei
(Ui) Avg. width of area to be excavated: 14 �northl, 7(southl
(iv) Avg. depth of area to be excavated: 2.5 (notih}, 3(southl
(v) Amo�nt af material to be excavated in cubic yards; 67
(northl. 31 lsouthl
(ii) Describe the purpose of the excavation in these areas:
Constructionlimprovement of road base
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JUN .� � 2018
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F07In DC�d MP•Ei (�Sridg.^.� m:d Cuivcrls, h�g= 3 ot 4j
d. If Ihe placement ot 1he Widge m aNxl Invdves am excavation, Please complete the lailowing:
(q Locatlan W me spdi tlisposai mea: TBD
(U) Dlmensions of the spon disposel erea: �
(III) Do you dalm tlUe lo Ne dbposet erea7 �Yes ❑Na (!! no, eftach e/etter preMinp permtssian trom the o�mar.)
(Iv) WIII the disposal area ba available Por future malntenance7 ❑Yes �No
(v) ��s tha disposal area imiude arry mastel wetlarWs/mersh (CW). wbmerged aquatic vegetation (SAVaI, �e+wedend9 (WL), or shdl
botfam (SB)9
�CW ❑SAV ❑WL ❑SB �None
If any boxes are checketl, give dlmenslora If diRerent hom pq above.
(vi) Does the disposal area include airy area below the NHW w NWL7 7 OYes �Na
It yes, pive dimerrsio�s if diBerent ham Qq above.
e. (q wN� the pacement of �he poposed brWge w cu�vert reautt In any
fiA (ather than euavatetl materfel deacribed M Ilem d above) ro
be plaeed bdow NHW ar NWL7 �Yea �No
If yes,
(Iq Avp. lengtl� of area lo be fitled: Z
QI{) Avp. N1dlh of area W 6e filled: $
(Iv) Puryosa of nll: roadbe69 COnstfUCtion (Quad2nt W2 on
attedted drawinga)
g. (p YYdI the pacemenl af the pmpoced bddga or alvert result In any
BII (othw tl�an axcevated mateAal desatbed In Item d ahova) ro
be qaced an highqowM7 �Yes ONa
If yes,
(Iq Avg• Img1h of nrea b be 811ed: 312 (rrorth of Duck
Creekl. 288 (south of Duck Cieekl
(Ili) Avp. widlh of aree W be fipEd: $,(on both aoof08Che61
(Iv) Puryose ot flll: roadvYay appfuaChes
4. GENERAL
f. (q W11 the placemeM of tlia proposed bridge or aNerl tesult in any
(pl (oihar tlwn exawted materlal dascrlbed In IHm d above) to
be placad within coastal wetlaMefinenh (CW)� wbmeryed
aquaUc vegehdan (SAV�, shep bottom (58), a oticer wetlarMs
(WL)7 If arry hoxes ere d�ecked. provide tlia number ot square
feet aHeCted.
a. Witl Ne proposed project requira the relowtfon ol any existlnp b.
ulilllyltnesl �Yes �No
It yea, e��am: TA CouMy Broadband, CenWrylink, and
waterline utilides wili be baed at minimum 10 feet helow
Duck Creek. See atteched drawings.
HfMs porfian o/tha propnmd poJact has akeady receNed
approval Irvm bcaf auMaHfes, P�ase attacA s coPY d Ure
appmval a certifi�ion.
�CW ¢¢@ ❑SAV _ ❑SB _
�WL 14I �None
(iq Describa Me purpose of tlie excavadon in tlusa areas:
Fillslope on SR 1336 on approaches
WIII the P�P� P�lecl requGe tl�e canstructlon ot a�^' lemporary
detacetrucMes7 QflYa ONo
If yes, e�plain: T�rtpWery atFBftB det0ur wIU bB
consWcted on downslream (south) side of SR 1338.
Temporary ort�ske detour sWcture will result in 0.04
acre of temporary � in CAMA wetlands, 531 square
fee[ oi temporary imp�fs W wrFace wffier, and U.05
aae of lemporary knpacts W 404 wetla�ds.
< Fortn continues on bacic>
RECEIVED
JUN 11 2018
252�8f16�'.JO`.1 :: t��a97_SRCOC,3T �. v:l•;...�icer._i;l:ilr•r!-,n;�•r:c•nt�e,:[ UVM'MI'7UiV��

Fo�m DCM MP-5 (Bridges and Culverts, Papc 4 of 4)
c. Will the proPosed Prolat reQufre any wmk diannels7 tl. Now xMl euevehd a PoI mateAal be kept on alle and amalon
❑Yes �No ���� �
I! yes, complate Fam DCM-MP-2 NCDOT aedimeM and eroslan wnbol BMPs wlll be used W
�in on-eite Bp material.
e. Whal lype of mnsWctlon aqulpment vAtl 6e used (lor axample, f. Wil wetlands beaossed In tranapoNng eqWpment Oo pmJad site4
dragline, baGclwe, or hydraulic dredgej7 �Y83 ��
Stendard roadwdy equlpment 1( yes, e�ialn sleps tl�at v�iA be taken lo avokl or m�nimize
ernironmental impacts.
g. WW the placement ot the proposad 6ildge ar cvNertre�u 4e
shweline aW6111zaUon? pYes�No
1/yes, eanpieh /orm MP•2, Seefbn 3/w Shaeline
StebfHmUon onfy.
&11I2Q18
Date
17BP.2.R.85 - Beaufo�t Bridge 249
Pioject Name
NCDOT
AppAcarrtName - �
�-T Q-�-�< �,���
np�,acaM sbnawr�
RECEIVED
JUN 11 2018
�CM-MHD
25260B-2808 :: t-080-0RCOliST :: v�ww.ncccastalmano�r_rne�t�no; revi,ed; 10.2G06

2.
3.
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: North Cazolina Department of Transportation
IACATION OF PRO7ECT SI'TE: The project is located at Bridge No. 249 over Duck Creek
on SR 1336 (Hawkins Beach Road) in Beaufort County.
Photo Index - 2006: N/A 2000: N/A
State Plane Coordinates - X: 2,638,914 Y: 630,261
Latitude: 35°27'46" N Longitude: 76°51' 15" W
INVESTIGATION TYPE: CAMA and D&F
INVESTIGATIVE PROCEDURE: Date of Site Visit — June 19, 2018
Was Applicant Present — No
PROCESSING PROCEDURE: Application Received Complete: June 29, 2018
Office — Morehead City
S1TE DESCRIPTION:
(A) Local Land Use Plan — Beaufort County
Land Classification From LUP — Conservation I/A�iculture-Forestry-Rural Housing
(B) AEC(s) Involved: PTA, CS, CW
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — Af/A
(F) Type of Structures: Ezisting — Bridge for public use
(G) Estunated Annual Rate of Erosion: N/A
Source — N/A
HABITAT DESCRIPT'ION: [AREA]
Planned - N/A
Planned - Bridge for public use
(A) Open Water Permanent Shading 1,749 sf
Tem o Shadin 2,142 sf
(B) Coastal WeUands 39 sf 888 sf Hand Clearing 212 sf
1,892 sf (Temp.)
(C) Section 404 Wetlands 68 sf 167 sf
2,094 sf (Temp.)
(D) High Ground Disturbed by project 15,382 sf
(D) Total Area Disturbed: 24,633 sq. ft.
(E) Primary Nursery Area: Yes
(F) Water Classif`ication: SC, NSW
Special Secondary Nursery Area: No
Open: No
8. PROJECT SUMMARY: The applicant proposes to replace the existing 53' long bridge on SR 1336 over
Duck Creek with a new 85' long cored slab concrete bridge and associated
infrastructure on existing alignment, with a temporary on-site detour.

FIELD INVESTIGATION REPORT:
N.C.D.O.T. — BEAUFORT BRIDGE NO. 249 OVER DUCK CREEK
PAGE #2
NARRATIVE DESCRIPTION:
Project Setting
Bridge No. 249 is located over Duck Creek on SR 1336 (Hawkins Beach Road), approximately
, two miles south of the in.tersectiori of SR 1336 and NC 92 in Beaufort County. SR 1336 is the only
road ieading to �and from the homes in �the Hawkins Beach comrnunity; which is located
approximately 0.75 miles south of the bridga. Typical elevations ui the project area range from 0-to ,
�6 feet above the norinal water level of Duck Creek. The northern area of the project has a 50' - 60'
wide x 170' long causeway leading from high .ground through Section 404 Wetlands and Coastal
Wetlands to the bridge. On the south side of the bridge, there is a 50' - 60' wide x 160' long
causeway leading through Coastal Wetlands and Section 404 Wetlands to high ground. The land
along the sides of the causeways are dominated by sod grass,,with Cladium jamaicense, Juncus
roemerianus, and Typha spp. at the lower elevations outside of the causeway areas.
The property in the Northwest quadrant of the bridge project is owned by the State of North �
Carolina and is used by the public as an informal boat launch and recreational fishing area. � The
properties adj acent to the Northeast; Southeast, and Southwest quadrants of the bridge projeci are all•
owned by the company Nutrien (formerly PCS) and have recently been harvested as part of an
� ongoing silviculture operation. Coastal Wetlands are present in all four quadrants of the bridge.
There are no known archaeological or historic architectural resources within the project area.
The existing Bridge 249, was constructed in 1955 and is 53', long by 21 ° wide. The bridge has 19' `
of clear roadway width, including two 9.5' wide travel lanes. The bridge is a fixed bridge consisting ..
� of three spans, with approximately 18' horizontal distance between the spans: The vertical clearance
underneath the bridge is 2.68'. The superstructure consists of a timber deck on timber:joists. The
� �bridge is supported with steel caps on timber piles. Some of the piles have been reinforced with
concrete collars due to severe deterioration of the timber. The placement of the concrete collars has
reduced the horizontal navigable openi.ng to a maximum of 15' . The bridge currently has a
sufficiency rating of 4 out of 100 and is posted for maximum weights of 17 tons for single vehicles
and 25 tons for tractor-trailers. There are no stormwater runoff controls on the bridge, as the existing
bridge deck has drains that lead directly into Duck Creek.
Overhead power liries parallel the east side of Hawkins Beach Road adjacent to the bridge and
cross aerially over Duck Creek at approximately 40' east of the bridge. Two telecommunication
lines also parallel the east side of the road and bridge within the existing road right-of-way and cross
under Duck Creek. A fiber optic telecommunication line and an 8" water line each parallel the west
side of the road and cross under Duck Creek.
Duck Creek is classified as SC; NSW by the Environmental Management Commission in the
' area of the proposed construction. Duck Creek is located within the Tar-Pamlico River Basin, and
, therefore, subject to the Tar-Pamlico River Basin Buffer Rules. Duck:Creek is classified by the North
Carolina Wildlife Resources Commission as Inland Waters and as a Primary Nursery Area: The
waters adj acent to the existing bridge are closed to shellfishing by the Shellfish Sanitation Section of
the Division of Marine Fisheries. At the proj ect site Duck Creek is approxixnately 110' to 130' wide
and has a maximum water depth of -6' below NWL in the channel. Navigation is possible only by �
very small watercraft such as kayak or canoe under the bridge. There .appears to be SAV within
Duck Creek; however no SAV's were observed in the project area during the site visit.
�

` � � FIELD INVESTIGATION REPORT: �
N.C.D.O.T. — BEAUFORT BRIDGE NO. 249 OVER DUCK CREEK
. PAGE #3 �
Project Proposal
NCDOT proposes to replace the existing Bridge No. 249 over Duck Greek. The project involves
the replacement of the existing bridge and related approaches with a new cored-slab concrete.bridge
and new approaches. The project has been designed to be constructed 'with a temporary on-site
detour to maintain existing traffic on Hawkins Beach Road, since it is the only transportation lirik to
the community at the termin.us of the road. . � �
To uutiate project construction; a 434' long temporary detour would be�built on the west side of -
the existing .road and bridge beginning at -L- Sta. 14+97 and ending around -L- Sta. 19+31. The
temporary detour route would be located 35' west of the existing bridge (centerline to centerline) and
would provxde one travel lane with 18' of total pavement width. The detour would include a 21'
wide by 160' long temporary bridge over Duck Creek and require that temporary fiTl be placed at
each end, including 0.04 acres of temporary fill in Coastal Wetlands and 0.05 acres of temporary fill �
in Section 404 Wetlands. The low chord elevation:.of the temporary detour bridge would be 1.8' -,
above the normal water level of Duck Creek. In order to minimize wetland impacts, the temporary
fill . slopes for the detour would be constructed at the steepest slope , allowable � per Geotech
recommendations, and the temporary fill areas would be wrapped in geotextile fabric: Once
construction of the on-site detour was completed,�the existing bridge would then be completely �
demolished and �emoved from the� project site utilizing NCDOT approved Best Management
Practices. . � �
The new bridge as proposed would be 85.' in length and 33' -in �vidth, which would be 32' longer
and 12' wider tlian the existing bridge. The new bridge would include two 10' wide travel lanes,
with 5.4' wide shoulders, and 30.8' of clear deck width. The bridge would also have a 1.1' wide
concrete rail along each side for safety purposes.. � �
The new bridge would corisist of two spans; a 30' span on the north end and a 55' span on the
south end. The bridge would include one bent located within Duck Creek. The design wQuld
provide 3.0' of vertical clearance under the bridge and approximately 41' of horizontal clearance
through the bridge. The new bridge would be constructed utilizing a crane and other typical bridge
construction equipment from the high ground adj acent to the bridge, and would nbt .require the
construction or use of a temporary work bridge:
NCDOT has comxriitted to build the new bridge with no deck drains over surface waters. The
stormwater from the bridge would be conveyed via a closed deck drainage system to a cirop inlet
located at -L- Sta. 16+18 LT. The storinwater would be conveyed from the drop inlet via a 15" x
20' pipe to a dissipator pad placed adjacent to the fill slopes and within Coastal Wetlands, but
outside of the Tar-Pamlico River Riparian Buffer Zones. The design would allow for the treatment
of the sformwater in the wetland areas and�Buffer Zones before being discharged to the creek. �
-The approach structures to the bridge would also be raised above their current location to coincide
with the new bridge elevation. A 312' long section of roadway up to 61' wide (including existing
fill) would be constructed on the north end of the newbridge and tlie grade would be raised by up to
2' above the existing road elevation. A 268' iong section of roadway�up to 67' wide would be
constructed on the south end of the new bridge, and would raise the grade up to 1.5' above the
existing substrate. The slopes for the new approaches are to be constructed at a 3:1 ratio or steeper in
wetland areas. � �

FIELD INVESTIGATION REPORT: � � �
N.C.D.O.T. — BEAUFORT BRIDGE NO. 249 OVER DUCK CREEK
PAGE #4
New guardrails would be constructed along Hawkins Beach Road for approximately 125' from
the northern end of the bridge and 75' from the southern end of the bridge. The bases of the bridge
are to be stabilized with riprap. The riprap as proposed would be up to 80' in length and 5' in width
under each end of the bridge, and would be placed entirely above the normal water level of Duck
Creek. � .
The applicant has proposed remove portions of the existing high ground causeway by excavating
a 20' lorig x 53' wide section of existing roadway fill from.beneath.the northern end of the. bridge;
and excavating a�12' x 45' section of fill froin beneath the southern end of the bridge. The northern
excavation area would be graded down to adjacent stream elevations, to restore open water and
shallow water bottom habitat. The southern excavation area would be graded down to adjacent
wetland elevations and would allow access to the underside of the bridge for maintenance purposes
and would restore p.ortions of the floodplain. - �
Once:construction. of the new bridge is complete, traffic would be diverted off the temporary
detour and onto the new bridge: The temporary bridge and all fill material associated with it would
be completely remaved. All temporary fill areas within�wetlands would then be assessed for any
permanent impacts. ,: .
�. The replacement of the bridge would require that the existing 8" water line that parallels the west
side of the project be relocated between Sta.14+65 and Sta. 20+35 to approximately 25', west of the
centerline of the proposed bridge by boring under Duck Creek with a directional drill from high
ground to high ground. Tlie water line would be placed a ininimum of 10' below the bottom of the
creek: Two telecommunication lines would be relocated- between Sta. .15+30 and Sta. 19+00 to
approxunately 20' to �30' east of the bridge via directiorial drill from high ground to high ground.
The telecommunication lines� would be constructed to a minimum depth of 6' below the bottom of
the creek. The powerline on the east side of bridge would be retained in place with no adjustments.
Anticipated Impacts_.
The proposed bridge would permanently sliade 1,749 sq. ft. of the waters of Duck Creek, which
would be 636 sq. ft. more than that which exists with the current bridge. The construction vf the
bridge would result in the increase in the vertical navigable clearance under the bridge, from 2.68' to
3.0'. The increased bridge length would also allow an increase in the horizontal navigable width
from 15' to 41' and reduce the .number of bents in the water from two to one. The construction of
the temporary cletour bridge would decrease vertical navigable clearance to 1.8' during the
construction of the new bridge, however, impacts from the reduced clearance are expected to be
minimal due to the existing limited use upstream of the bridge and temporary nature of the detour.
The increased bridge and causeway width would result in the iilling of 12 sq. ft. of open water;
669 sq. ft. of Coastal Wetlands, and 167 sq. ft. of Section.404 Wetlands. The rip rap dissipater pad
for the stormwater discharge pipe would require filling 219 sq. ft. of Coastal Wetlands and hand
clearing an additional 212 sq. ft. of Coastal Wetlands. The temporary detour would require
temporazily filling 531 sq. ft. of open water and 1,892 sq. ft. of Coastal Wetlands, and 2,094 sq..ft. of
Section 404 Wetlands. The rerrioval of the 1,600 sq. ft. of causeway under the existing bridge would
require 39 sq. ft. of Coastal Wetlands and 68 sq. ft. of Section 404 Wetlands to be.excavated to
effectively tie the areas into the adj acent steam and wetland elevations, however, the removal of the

� FIELD INVESTIGATION REPORT:
N.C.D.O.T. — BEAUFORT BRIDGE NO. 249 OVER DUCK CREEK
PAGE #5
causeway would restore a significant amount of the stream to it's natural width. Approximately
8,851 sq. ft. of azea within the Taz-Panilico River Basin Riparian Buffer Area adjacent to Duck
Creek would be impacted by the construction of the bridge and madway, of which 6,922 sq. ft.
would be in Zone I and 1,929 sq. ft. would be in Zone II.
T'he project would result in a total of 15,382 sq. ft. of high ground disturbance, including the
grading and paving of the new approaches to the bridge and the removal of the causeway under the
existing bridge. The applicant has not proposed to mitigate for the unavoidable wedand and surface
water impacts from the project, nor requested credit for the restoration of the stream and wedand
azeas by partial removal of the existing causeway.
A localized increase in turbidity can be expected during the in-water construction portion of the
temporary and permanent bridges and the removal of the existing bridge. No additional closures of
shellfishing waters aze expected in association with the proposed project. Impacts to fisheries
resources in Duck Creek aze ezpected to be minimal with the applicant's commitment to avoid any
in-water work between the dates of February 15 and September 30 of any year.
A multitude of other efforts have been utilized to min;mi�.e and avoid impacts from this project
including but not lunited to the use of 3:1 fill slopes or steeper in jurisdictional azeas, the avoidance
of deck drains over open waters, construction of a longer bridge to minimize impacts to wedands,
and designing the project to maintain public access to the informal boat ramp in the northwest
quadrant of the project. The public is expected to benefit upon completion of the project by the
increase in the safety of the new structure and increased navigation adjacent to and beyond the
bridge.
Submitted by: Stephen Lane —Morehead City District — July 5, 2018

DocuSign Envelope ID: OAD2F8E6-A46F-43C8-8E22-D557D8C6B3F0
MINIMUM CRITERIA DETERMINATION CHECKLIST
TIP Project I�To. --
�'.�.5. Project loTo. 17BP.2.R.85
Proi ect I.ocation: Bridge No. 249 over Duck Creek on SR 1336 (Hawkins Beach Road) in
Beaufort County.
Proiect Desc�iption: The purpose of this project. is to replace Beaufort County Bridge No. 249
on SR 1336 (Hawkins Beach Road) over Duck Creek. Bridge No. 249 is 53 feet long witfi a
deck width of 20 feet. The replacement structure will be a bridge approximately 80 feet long
providing a minimum of 33 feet clear deck width. The bridge will include two 10-foot lanes and
2-foot paved shoulders. The bridge length is based on preliminary design information and is set
by hydraulic requirements. .
The approach roadway will extend approximately 0.11 miles on each end of the bridge. The
roadway will be designed using Sub-Regional Tier Guidelines with a 60 mile per hour design
speed.
A one lane, on-site detour bridge will be constructed on the downstream side of SR 1336. The
temporary modular panel bridge will be 160 feet long with a deck width of 12 feet.
Purpose and Need: NCDOT Bridge 1Vlanagement Unit records indicate Bridge No. 249 has a
sufficiency rating of 4.0 out of a possible 100 for a new structure.
Bridge No. 249 has timber elements that are sixty-three years old as is classified structurally
deficient. Timber componenfs have a typical life expectancy between 40 to 50 years due to the
natural deterioration rate of wood. Components of the wooden superstructure and substructure
have experienced an increasing degree of deterioration and are no longer feasible to address
through maintenance activities. The posted weight limit on the bridge is down to 17 tons for
single vehicles and 25 tons for truck-tractor semi-trailers.
Anticipated Permit or Consulta�ion Reauirements:
A Nationwide Permit 3 and corresponding Water Quality Certification 4085 will likely be
required for impacts resulting from this project. �
In addition, the 404 Permit will likely be applicable. A NCDWQ Section 401 Water Quality
General may be required prior to the issuance of a Section 404 Permit. Other required 401
certifications may include a GC 3366 for temporary construction access and dewatering. The
USACE holds the final discretion as to what permit will be required to authorize project
construction. _
A Coastal Area Management Act (CAMA) Major permit will be required for this project.
Special Proieet Information:
Environmental Commitments: The list of project commitments (Greensheet) is located at the
end of the checklist.
Erosion Conirol: NCDOT sediment and erosion control Best Management Practices (B1VIPs)
will be used to contain on-site fill material. • �
� ��������
�a�AY � � 201�
���m����� ���

,�
DocuSign Envelope ID: OAD2F8E6-A46F-43C8-8E22-D557D8C6B3F0
Estiynated Costs:
The estimated costs are based on similar projects:
Construction: $1,500,000
Estimated Traffac:
2011 ADT = 530
2031 ADT =1060
% trucks/duals = 6
Accidents: Analysis showed no crashes along SR 1336 at or near Bridge 249 from January 1,
2013 through December 31,,2017.
1)esign Exceptions: There are no design exceptions for this project.
Pedestrian and Bicycle Aeco�nanodations: This portion of SR 1136 is not part of a designated
bicycle route nor is it listed in the State Transportation Improvement Program (STIP). No
temporary bicycle or pedestria.n accommodations are required for this project.
Alternatives Discussion: A phase constructed on-site detour was selected to minimi�e impacts
to the CAMA wetlands to the extent possible. Two detour alternatives were considered to
quantify impacts and determine.the side of the detour. The detour was chosen to be located on
the downstream of the existing crossing.
Other Ageney Comments: A letter was sent to the US Coast Guard on February 19, 2018 to
deterniine if a Coast Guard bridge permit would be needed. Coordination with the US Coast
Guard will be continued.
Public Involvement: A landowner notificatian letter will be sent to all properties adjacent to
this project.
Mitigation: Miiigation for impacts to Waters of the U.S. will not be required due to the
pertnanent impacts to coastal wetlands being less than 1,000 square feet..
�oat Ramp Access: Access to the boat ramp on the northwest quadrant will be maintained.
Northern Long Eared Bat: The U.S. Fish and Wildlife Service has developed a progranunatic
biological opinion (PBO) in conjunction with the Federal Highway Administration (FHWA), the
USACE and NCDOT for the northern long-eared bat (NLEB) (Myotis septentrionalis) in eastern
North Carolina. The PBO covers the entire NCDOT program in Divisions 1-8, including all
NCDOT projects and activities. The prograinmatic deternunation for NLEB for the NCDOT
program is May Affect, Likely to Adversely Affect. The PBO provides incidental take coverage
for NLEB and will ensure compliance with Section 7 of the Endangered Species Act for five �
years for all NCDOT projects with a federal nexus in Divisions 1-8, which includes Beaufort
County. (Part C, Question 12)
��������
�AY ��2018
-$� i�; .;.�

a
J
DocuSign Envelope ID: OAD2F8E6-A46F-43C8-8E22-D557D8C6B3F0
PART A: MINIMiJM CIaITERIA
1. Will the proposed project involve land disturbing activity of more than ten acres
that will result in substantial, permanent changes in the natural cover or
topography of those lands?
2. Will the proposed project require the expenditure of more than ten million
dollars in public funds?
3. Is the proposed project listed as a type and class of activity which would qualify
as a Non-Maj or Action under the Minimum Criteria rules?
If "yes", under which category? 9 ��
YES NO �
❑ �
❑ �
// �
If "yes" is selected for either Question 1 or 2 and "no" is selected for Question 3, then the project does not
qualify as a Non-Major Action. A state environmental impact statement (SEIS) or state environmental
assessment (SEA) will be required.
PART B: MIIVIMUM CRITERIA EXCEPTIONS
- YES NO
4. Does the proposed activity have a significant adverse effect on wetlands;
surface waters such as rivers, streams, and estuaries; parklands; prirne or unique ❑ �
agricultural lands; or areas of recognized scenic, recreational, archaeological, or
historical value?
5. Will the proposed activity endanger the existence of a species on the � ❑ �
Department of Interior's threatened and endangered species list? ,
6. Would the proposed activity cause significant changes in land use , ❑ �
concentrations that would be expected to create adverse air quality impacts?
7
::�
9
Would the proposed activity cause significant changes in land use
concentrations that would be expected to create adverse water quality or
groundwater impacts?
Is the proposed activity expected to have a significant adverse effect on long-
terxn recreational benefits?
Is the proposed activity expected to have a significant adverse effect on
shellfish, finfish, wildlife, or their natural habitats?
10. Will the proposed activity have secondary impacts or cumulative impacts that
may result in a significant adverse impact�to human health or the environment?
11. Is the proposed activity of such an unusual nature or does the proposed
activity has-such widespread implications, that an uncommon concern for
its environmental effects has been expressed to the NCDOT?
❑ �
❑ �
❑ �
❑ �
� �/
Note: If any of Questions 4 through 11 in part B are answered "YES", the proposed project does not
qualify as a Non-Major Action. A SEIS or SEA will be required.
3

DocuSign Envelope ID: OAD2F8E6-A46F-43C8-8E22-D557D8C663F0
�
PAR'T C: COMPLIANCE WITH STATE �iND FEDERAL REGULATIONS
Ecolo 'cg� alImpacts
12. Is a federally protected threatened or endangered species, or its habitat, likely to
be impacted by the proposed action?
13. Does the action require the placement of fill in waters of the United
States?
14. Does the project require the placement of a significant amount of fill in high
qual'ity or relatively rare wetland ecosystems, such as mountain bogs or pine
savannahs? �
15. Does the proj ect require stream relocation or channel changes?
16. Is the proposed action located in an Area of Environmental Concern, as defined
in the Coastal Area.Management Act?
Cultural Resources
17. Will the project have an "effect" on a property or site listed on the National
Register of Historic Places?
18. Will the proposed action require acquisition of additional right of way from
publicly owned parkland or recreational areas?
4
c
YES NO
//
//
■
■
//
■
■
■
■
��: ; _ - ;R;
� ��: '�; 1 :
� ' � � : iR'� r_

W
DocuSign Envelope ID: OAD2F8E6-A46F-43C8-8E22-D557D8C663F0
DocuSigned by:
Pre ared By:
3/1�/2018 �i� �b�iln.Sbin.
Date Name: mi y Robison
Title: Transportation Planning Engineer
Firni: HNTB
3�I4/20 8By�
Date
3/15/2018
Date
—DocuStgned by:
��A�I.�.V' (�. �,dU.L
Program Nlanager
,�a� !�. ,�al�n.sei�.
s
Officer
'," � >; �:- '�' -
I�AY 0� � 201�
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1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
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DOUGL,4S WHEATLEY PE pg
RIGHT OF WAY DATE: PROJECT ENGA!&&A SIGNATURC:
JANUARY 31,2018 ROADWAY DESIGI�i
MONICA J. DUVAL . ElilGINEER
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LET1711'G DATE:
AUGUST 8, 2018 HEATHER C. LANE PE
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� � WETLAND & STREAIbI II�iPACTS �� . � 343 E. Six Forks Hoatl, Suite 200
o EXCAVATION IN WETLANDS =<0.01 At/68 SF Aaleign, Nort� caro�ina z�sos
EXCAVATION W CAMA WETLANDS =<0.01 Ac/19 SF Nc �icense No: c-issa RAY SHEEfNO.
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ENGINEER ENGINEER
HAND CLEARING IN WETLANDS "_ <0.01 Ac/2l2 SF
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WETLAND AND SURFACE WATER IMPACTS SUMMARY
WETLAND MPACT URFACE WATER PA T
Hand Epsting Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill in Fill ln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wedands impacts impacts Permanent Temp. Design
(ac) ac) ac ac ac) ac ac (ft ft ft
1 -L- 16+63 to 19+03 21" Cored Slab Brid e < 0.01 < 0.01 < 0.01
1 -L-16+63 to 19+03 21" Cored Slab Brid e CAMA 0.02 < 0.01 < 0.01
1 -DET- 10+57 to 15+03 Tem . Brid e 0.05 0.01
1 -DET-10+57 to 15+03 Tem . Brid e CAMA 0.04
TOTALS': 0.02 0.09 < 0.01 0.00 < 0.01 < 0.01 0.01 0 0 0
'Rounded totals are sum of actual impacts
NOTES: F�cisting channel impacts are measured along the centerline of the stream.
w ae
Permanent Fill in Wetlands: 167 SF
Permanent Fill in WeUands (CAMA): 888 SF
Temporary Fill in Wetlands: 2094 SF
Temporary Fill in Wetlands (CAMA): 1892 SF
Excavadon in WeUands: 68 SF
Expvation in Wetlands (CAMA): 39 SF
Hand Clearing in Wetlands (CAMA): 212 SF
Pertnanent Impacts in Surface Water: 12 SF
in Surface Water. 531 SF
�2ECEIVED
JUN 2 9 2018
�CM-MHD CITX

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� . RIPARI�►N BUFFER IMPa4CTS Sl1:iVIiVIARY � .
.
� � � IMPACT � . � � �BUFFER �
. , � . � TYPE ALL0INABLE - MITIGAB.LE. . REPLACEMENT
� � � ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE �1. ZONE 2
SITE NO: STRUCTURE SIZE / TYPE STATION (FROM/TO) CROSSING BRIDGE IMPACT (ft2} (ft2) (ft2�) (ft2) (ft2) ' (ft2) � (ftZj � (ft2)
B1 21" Cored Slab Bcidge -L-17+73 to.18+26 LT . X 564 . 325 889 � - �
B2 � 21" Cored Slab Bridge -L-16+21 to.17+02 Cl' X 595 271 . 866
B3 21" Cored.Slab Brid e -L- -15+19 to 16+88 RT , X._ 1043 160 1203. , -
B4. 21" Cored Slab Brid e. -L-17+78 to 18+33 RT X 202 � 155 357 � ��
� B5. :. DETOUR BRIDGE -L-14+86 to.16+82 RT � . X.. 3340 . 240 3580.
�: B6 ��: DETOUR BRIDGE. ` �-L-.17+70 to 18+31 RT � X' 1178 778 . 1956 �
'j'Q'�/0��,, . 6922 1929 8851 0.0 " 0.0 " 0.0 0.0 0.0 �.
14
Rev: SEP 2016

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;Jan 2009