20141169 All Versions_Miscellaneous Application Documents_20050101

Miscellaneous Application Documents
Includes: Emails
Notes from Meetin�s
Buffer I nformation
Meeting Agendas
M eeti ng M i n utes
Public Notice
Public �learin� Information
Ma p Sheets

TABLE S-1
DETAII,ED STUDY ALTERNATIVES
EVALUATION MATRIX
Wetland 7m acts - acres (hectares)
Length of Approximate
Altematives Bridge Potenlial Stream . Floodplain National Register Poteatial Environmental Construction
Total Length Leagth Residential � Business Contaminated Cemetary High Medium Total Wetland Impacts Crossing ft Noise Historic Justices/ Community Cost
miles(lun) ft(meters) Im acts Im acts Site 7m acts uali uali Low uali Im acts ft(meters) (meters) Im acts Pro erties Im acts (millions)
Maysville Historic Belgrade,
Alt 2 4.72(7.609) 47(154) 5 4 5 0 0.801(0.324) (7.489(3.031) 6.010(2.432) 14300(5.787) 169(52) 154(47) 152 Dishict Ma sville $16.50
A1t2A 4.39(7.085) 3923(1196) 6 0 1 1 12.041(4.873) 11.442(4.631) 9.897(4.005) 33.380(13.509) 2066(630) 3923(1196) 60 None $49.70
Alt 2B 5.08(8.200) 2303(702) 13 4 2 0 2.878(1.165) 25.882(10.474) 7.082 2.866) 35.842(14.505) 2357(719) 2303(702) 173 None Bel de, Ma sville $42.80
A1t2C 4.71(7.595) 1676(511) 11 6 4 2 4.922(1.992) 12.281(4.970) 5.753(2.328) 22.956(9.290) 2851(869) 1676(511) 126 None Bel de $33.30
J. Nathan Foscue
Alt 3 336(5.426) 0 11 1 0 0 0 15.889(6.430) 5.184(2.098) 21.073(8.528) 150(46) 0 52 Farm Chadwick $10.70
Pollocksville
Historic District,
Foscue and
Simmons
� Plantations, Ten Pollocksville,
Mile Fork Gas Murphytown,
Alt 4A 7.92(12.768) 538(164) 29 1 6 0 0 1.232(0.499) 2.659(1.076) 3.891(1.575) 2014(614) 538(164) 183 Station/Store Ten Mile Fork $32.10
Pollocksville
Historic District,
Foscue and
Simmons
AIt4B 8.09(13.051) 1568(478) 15 3 2 0 3.614(1.462) 0.992(0.402) 2.540(1.028) 7.146(2.892) 1612(492) 1361(415) 100 Plantations Pollocksville $47.90
Foscue and Hatchville,
Simmons Goshen,
AIt4D 8.28(13.36) 2758(841) 11 0 0 0 4.709(1.906) 27.834(11.264) (13.862(5.610) 46.405(18.780) 911(278) 2581(787) 92 Plantations OakGrove $63.90
Hatchville, Goshen,
A1t4E 8.57(13.826) 2758(841) 7 0 0 0 4.029(1.630) 29.244(11.834) 19.420(7.859) 52.693(21.323) 547(167) 2581(787) 86 None OakGrove $65.10
Foscue and HatchVille,
Simmons Goshen,
A1t4G 837(13.498) 3713(1132) 16 0 0 1 7.710(3.121) 20.400(8.258) 0.161(0.065) 28.271(11.444) 1505(459) 3523(1074) 90 Plantations OakCrrove $7130
A1t4I� S.7C(14.03G) 4805(1465) 10 0 0 0 1.536(0.G22) 20.238(S.i90j 19.607(7.935) 41381(16.747) ii73(267) 4628(1411) 74 B an-BellFarm. Goshen $84.50
Pollocksville Pollocksville,
Alt4I 9/07(14.622) 705(215) 9 2 2 0 0.587(0.238) 9.164(3.709) � 20.737(8.392) 30.488(12339) 1220(372) 561(171) 136 HistoricDistrict, OakGrove $50.80
Pollocksville
Historic District,
Foscue and
Simmons Pollocksville,
Alt 4ID 8.56(13.806) 705(215) 9 3 2 0 1.18(0.476) 8.47(3.429) 1631(6.599) 25.95(10.504) 886(270) - 561(171) 136 Plantations Oak Grove $48.00
US 171mprovements — TIP R-2514 B, C& D
DEIS August 2004
S-17

TABLE 8
R-2514B,C�D-US17
CORRIDOR SELECTION SUMMARY OF IMPACTS
Hiahest Impacts by Alternative
Lowest Impacts by Alternative
2�Z: Z�� ]
2�/3

R-251.4: CP2 Mtg (4/12/07) Minutes
Subject: R-2514: CP2 iVlt; (4i 12i07) Mimites ,
Fe•m�n: Marlc Pierce <inspierce a;dc�t.state.nc.us> �
Date: Tue, .19 Jun 2007 11:Q5:40 -040U .
'I'o: I�aren Conlpton. <lcconrptoi�Cfs.fed.us>, Gaty Jordan <�ai-yYjordan�?ftivs.gov%, Sarah McBride
<[e-mail]>, Christopher iUlilitscher <nlilitscher.chris a,zpa.gov>, Trish iYlurphey
<trish.mi�[e-mail]>, Ron Sechler <ron.sechler(a�;noaa.bo�r>, Steve Sollod
<steve.sollod�ncmail.net>, Daniel Van Liere <[e-mail]>, David �Vaim�n•i�l1t
<david.�vauiwrigh.t c�ncmail.net>, William Wescott <william.g.�[e-mail]>, Travis
Wilson <travis.wilsonC�ncwildlife.or�> �
CC: John �iennessy <john.hennessy c�ilemail.net>, Wes Stafforci <«-stafford@«7ilbursmith.com>, Rob
Hanson <[e-mail]>, Brian Yamamoto �[e-mail]>
l�ear-1V�eY•g��- Process Te�r�i,
I am writiilg to confirn� that you received the minutes from our 4/12/07 CP2 Meeting for the northei�
portion (Chadwick to New Bern) of R-251'4 (ITS 17 in Onslow & Jones Counties). The mimites are
dated 5/29/07 and were probably mailed out the same day.
NCDOT l7as �roposed to elimin�xte the alteinates fhat are not practicable and retain Alternates 4D and
4E. Dturing our meeting on 4/12!07, Jo�ul IIeiulessy and David Wainwiight requested additional
uifornlation on the Pollocksville'Area Impacfs. We provided the additional impact iiifoin�ation as an _
attachxnent to the nunutes.
``�.
�--, ;
Please re��ie�v the meeting miilutes and let me lcnow whether you have conmlents or revisioiis. Also, �''��..
please let me know tivhether we need another meeting to discuss the additi.onal iilfoiniation on the �'�'"
Pollocksville �ea Impacts,.or if we can reach concunei�ce by eotTespondence and telephone calls. I
appreciate your time and look forward to your response. �
Thanks,
Mark Pierce, P.E.
Project Plaiming Engineer .
[phone] x214
1 of 1 7/17/2007 8:33 AM

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Mr. Matthew Smith
Environmental Services, [nc.
1022 Grandiflora Drive, Suite 250
Leland, NC 28451
Michael F. Easley, Governor
William G. Ross Jc, Secretary
North Carolina Departrnent of Environment and Natural Resources
September 14, 2007
Coleen H. Sullins, Direqor
Division of Waler Quality
Subject: NCDOT TIP # R-2514, US 17 from the Jones/Craven County Line to Maysville, Jones County
On-Site Determination for Applicability of the Neuse River Basin Bufter Rules (15A NCAC 02B .0233)
Dear Mr. Smith:
On August 27, 2007, at your request and in attendance with Ms. Nicole A. Loft of Environmental Services,
[ncorporated (ESI), David Wainwright, Division of Water Quality (DWQ) staff, conducted an on-site
detertnination to review a selection of drainage features located in and adjacent to the proposed improvements to
US 17 from the Jones/Craven County line to Maysville with respect to the Neuse River Basin Buffer Rules. At
the request of ESI, only sites within the Neuse River watershed were reviewed.
The following table summarizes the DWQ's findings:
•" This feature was de[ermined to a wetland; however it is shown az an Unnamed Tributary to the Trent River on Ne NRCS map. ,__
Transporfatlon Permilting Unit
1650 Mail Service Center, Raleigh, NoM Camlina 27699-1650
2327 Crabtree Boulevard, Suite 250, Raleigh, North Camlina 27604
Plqne: 913733-77861 FAX [phone]/ lntemet hdn:/lh2o.enr.state.naua/n�wetlanda
An Equal OpportunitylAffirtnative Aclbn Empbyer- 50% Rec.ydeN10% Posf Consumer Paper

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Direc[or
Division of Water Quality
The drainage features and site visit locations are approximated on the attached maps.
It was detertnined in the field that feature 26, although shown as a drainage way on the NRCS maps, was a
wetland system. It appeared as though fill has been brought in to create an access road many years ago. This
road bisected what was probably a natural drainage way. As a result of the fill, the area has subsequently
become a wetland, as the natural watercourse has been altered.
Upon returning to the office, and looking at both the USGS 124,000 topoquad maps as well as the NRCS soil
survey maps, it was determined that feature 23 is not shown on either map. Therefore, pursuant 15A NCAC 02B
.0233 (3), this feature is not subject to the Neuse River Watershed Riparian Buffer Rules.
Based on these site reviews of detertninations made by ESI, aIl other sites identified in the Jurisdictional
Verification Package but not reviewed on site by DWQ will be considered accurate.
This letter only addresses the applicability to the mitigation rules and does not approve any activity within
the buffer, Waters of the United States, or Waters of the State. Any impacts to wetlands, streams and
butfers must comply with the, 404/401 regulations, water supply regulaHons (15A NCAC 2B .0216),
applicable buffer rules, and any other required federal, state and local regulations. Please be aware that
even if no direct impacts are proposed to any protected buffers, sheet flow of all new stormwater runott as
per 15A NCAC 2B .0250 is required.
Landowners or affected parties that dispute a determination made by the DWQ or Delegated Local Authority that
a surface water exists and that it is subject to the mitigation rules may request a determination by the Director. A
request for a determination by the Director shall be referred to the Director in writing c/o John Hennessy, DWQ
401 Transportation Permitting Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650. Individuals that
dispute a determination by the DWQ or Delegated Local Authority that "exempts" a surface water from the
mitigation rules may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive
this letter. Applicants aze hereby notified that the 60-day statutory appeal time does not start until the affected
party (including downstream and adjacent landowners) is notified of this decision. DWQ recommends that the
applicant conduct this notification in order to be certain that third party appeals are made in a timely manner.
To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General
Stamtes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This
determination is final and binding unless you ask for a hearing within 60 days.
If you have any additional questions or require additional infortnation please call David Wainwright at 919-715-
3415 or by e-mail at David.Wainwrip �tna ncmail.net.
Sincerely,
David Wainwright
T2nsportatlon Permitling UnR
1650 Mail Service Center, Ralegh, NoM Camlina 27699-1650
2321 Crabtree BoulevaN, Sutte 250, Raleigh, NoM famlina 27604
Phone: [phone]/ FAX 919-733E8931 Intemet: htto:/Ih2o.enr.state.nc.us/ncwatlands
An Equal OpportunirylAffirmative Action Empbyer- 50% Recycledll0% Post Consumer Paper

R-2514 (US 17 Bypass) Project
N.C. Division of Water Quality Neuse River Buffer Review Site Map
_ .�� ,� _ • .n
„ o _ - 1
� ��� .. ,
i'� ` , `
� 1\ r __ � �J
� ��� � �. - ..��;<
' Features 31 & 32 �
UT to Scott Creek/Swtt Creek i'�
�� j (Ysited by DWQ)
�, � Not Subjed to Buffer Rules
' � i ,
., � Features 75 & 30
���� ���'-`- UT to Scott Creek
�; �sited by DWQ)
, Subject to Buffer Rules
�� '- �: , ;+-
"� Feature 29 . r f
� UT to Scott Creek
, , '"'�. �usaed bY owQ) "�'�
�' , '. Not Subject to Buffer Rules 'o�
. P�
! ,� y
Feature 14
„ � . UT to Trent River
�(Visfted by DWQ)
Subject to Buffer Rules
�—v , .:--'� '6'
�Feature 27
,� UT to Trent River
(Vsited by DWQ)
N tS b dt B ff R I
Feature 33
UT to Deep Gully Creek
(Visited by DWQ) '
Subject to Buffer Rules
, _ �
� Feature 17 �' '�� •��
Deep Gully Creek , ' ` ,ac � `�
(Not visited by DWQ) r u ``�
Su6jed to Buffer Rules
1� �
` : » �� Beginning of Project
�,, ' -- ` ` �i
i�.. c� : � , •
. ':��>�' ; , 1 �`' ,!I;
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rr. ���• „ �' _,�
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Feature 28 � r �•.F.:. �„ - -_
;��± ` I � UT to Trent River � ,y ;�•-.,,, . .�;, �
i ' (Visited by DWQ) -
.,
.l � Not Subject to Bufler Rules �� 17
I'. � f j'` V� \ ` i n � ; i: � w. " ' -• ,
'°e. . r
� �� ; 5 � •�. J' � �� �'�-, , ° ' � ��
, • ,�, ,�; �
i�!��� ��_
o �v� Feature 26 ���'Ut §�.. / :� '�k � 3•=.. l� ;���
�� ° Wetland Area (claimed by USACE) � � �,
(Visited by DWQ) �, : \„��� `;�
,�, � _ � c � ¢ =�c _.��7 i �-. 1
� Feature 13 "��� 1 �
;:r� � � ��'}��"�
UT to Trent River � ,'�., �
(Vsited by DWQ) � ,a ��� ��,,�
; Subject to Buffer Rules _ S�� ;s, , .
- ��� � •, ` ., a�" `.�
�� Feature 12 4 � � - -
Trent River �'"- '�'�.; , � � <. �.�'
� �? (Not visited by DWQ) �! � �,-
c �. Subject to Buffer Rules � �. „ ��'> '�p ��
k �.V � �: ��,� ,
..._ . :, �.,� . _
• .' � N i-._ �'
'�4 � Feature 11 ` � `.� - �
�Goshen Branch �n^� �-� ��'
(Not visited by DW�) �' ,+) ' /��, ,�p., '
� Subject to Buffer Rules I'�' ' J' ppsl�
�
�
d
� �'
Legend
^ • Approximate Sample Location
. , '� ._ NRCS Stream (approx. location)
�,r '
�� '�� USGS Stream (approx. location)
��.� 0 0.3 0.6 Miles �
m � ; i i i�
, �� :r: � ,u
" �� ��S 3�..`I �� ._r-1i / �=�i� � • ! ii
Tan tags are subject to the Neuse Rlver Buffer Rules; grey tags are not Ma Pa e �
All locations (streams, sample sites, etc.) are approximate and are for representational purposes only- p g

- R-2514 (US 17 Bypass) Project
N.C. Division of Water Quality Neuse River Buffer Review Site Map
� �� - �i��, � �� _ , � � ; , ;�� �
�•� "�� �,��% � fr°( � �"/1 r, ' ' r-'a_ �
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1'� -� �� ,':J 5� \ \:�� �� !t:m. �_� � .i , ��
� � ` �
� �� .i� � ; � ),_i e�: � -_- � , � .,
R .- '` '��, �,-, Feature 16 � - � �� l i : _ " � . r _ . •1'� � v� _
Goshen Branch ` 58 S"'a` �'"� • ��` ' 'i ��„ � ' ,
� (Nol visited by DWQ) -- ;: ,,,,,p;� -° - � F
J ��' Subject to Buffer Rules ' � � ; �� � � � �� ' �'`
� — _ � ekoan � ti �,. % •� ._ �i . 17 /' � / _ �. ( � ?
� .� Ipa � . .:- � .. � �� � I � • � �/ � � - �., . � /J
� ' /
�R_� � ! FBatu �e 24 r i li � , ; , '• ` a . � / l r � ` �- �' � i ■
`� UT to Goshen Branch '� � �; +�' ,�„ � � ,` �-G � �� `��
�� �� ., , _ (Visited by DWQ) � � `� ' � _ � i ��� '
, Sub�ect to BuHer Rules -""" � � F�
�'`�` ` _
. �
% = � � -^� � -
_ � - ---- - � �Y-:� -��i
�� _ � � ( � � -°Je �.i�' .�j
��i =i� � '� � ' .. fi � ( � _ �.'
��\:_ .. �. 'nm 1112� �� � � � � _^ -
/ . ... . ; J - `! . � ��: .
\1,.-= � Feature�l0 . �" �` � �.,'.. � , � �
� �'`� __. . �i -1.� r,„��� � �-�!� - �' i
UT to Mill Creek ,.- , j I-� � � � ,i
�,��� (Not visited by DWD) �; � � �
,
/// �;-I i � �_
� i Not Subjecl to Buffer Rules � �� _ � �� � � � � � � � ��
� 'c � - _. .. - f=. - ' . - - - -iT--
� -.,� �! j i z / � ' i i _ _
�. �. � '. /' i �'�.' �C-, C �✓ , �> /r
Feature 23 1I14� � g„�„sp � `� i � ,� ��_ �' '� /- � `i"�, ,
'Not on USGS or NRCS maps' �^f � � ; `" ' �� �
(Visited by DWQ) � .'e, ) - �r� � '�, . �`T _
Noi Subject to Buffer Rules ' • " , ` : , ' � � `
� � Y _
� I —�_� \
. I . ��, �� � .. � � � '�'
� J
Feature9 _ ,, _ , � ,, .z�'. � -�-L- `
UT to Mill Creek �� � ��
(Not visited by DWQ) ��. ' � � , I , � � ��'� � � � - �
�� ;, .�'Y� ; �
Not Subject to Buffer Rules ���,� � -i � I� / �'�.� � �- �� '�
� � _ j �� „ � � �i ' �- i o i I
_,. 1� � i � � ' r ' ��' � f_
� : � . . � ,�., v � ; � �
Feature 22 � � �� �� �� .� ' �� � � - ���� �
��, ,•' `'� �. �. � � ''� r � '• ! � - -
.. , ,
UT to Mill Creek -� - �, ��f; � ; 1 � f �'�.�� � , ''� 1
(VisitedbyDWQ) !-,� .' —1— --"ir� --- �i_ } -- -� 4 -i; -7-�� -- -
Subject to Buffer Rules �,�,y _ � � -' � "�
� � ` � 1.3� 1 ` � i .' '"•,�(� ��
� ,
i,
' �,.. ` .' \.., =..r\ ,' / ! , I
Feature 21 - �` I -` �
UTto Mill Creek ��` � ���' ��\ � i +1,�
\
(Visited by DWQ) � i � ��' - - I , �
Not Subject to Buffer Rules ��,� '� _'' C' j ' I� ���
� �
� - -�F(i - - -�� !-� Feature 20 i\ - .1--- -- _ __ �. ---\1-
� � Scc ��y UT to Mill Creek �r= ,- � �
: '� �2� � �' (Visited by DWQ) ��,_
� P� Subject to Buffer Rules f, - .
, �,,; 9�, �,�� _i � �w
� e� <t ��� �i•, � i . �
; y�, :r'� ; Legend
o--� , '�, �
� " �p ' � - - -� - • Approximate Sample Location
I_ _ __ i _::�_`y),.. GZ
, p � _ NRCS Stream (approx. location)
9
� ; ,;� �'t� �� USGS Stream (approx. location)
� � � '' _ �
�` ' � �� 0 0.3 0.6 Miles
, I��
� - , , I;
, �'-.�-- ----- — ��- - ---- - --- - -- �— -
Tan tags are subject to the Neuse Rlver Buffer Rules; grey tags are not Ma Pa e 2
All locations (streams. sample sites, etc.) are approximate and are for representational purposes only. p g

- BUFFER EVALUATION DATA ,
numbers = USGS Map / letters = Soils Map
Feature Sheet # On USGS On Soils Delineated as Stream Not a Stream DWQ Form DWQ Rating County River Basin
9 7 x x x � -x 5.5 Jones Neuse
10 7 x x x � x 4.5 � Jones Neuse
11 9 x x perennial x � 41.5 Jones Neuse
12 9 x x perennial x 46.5 Jones Neuse �
13 9 x x perennial ? . x 21 Jones Neuse
14 10 x x intermittent � x 24.75 Jones Neuse
17 13 x x perennial x 45.25 Jones/Craven Neuse
20 7 x intermittent - x 21.5 Jones Neuse
20 7 x intermittent x 25.5 Jones Neuse
21 7 x x x 8.75 Jones Neuse
22 7 x intermittent - x x 18 Jones Neuse
23 7 x x x 7.75 Jones Neuse
24 8 x � intermittent x, 19 Jones Neuse
26 9 x x :� x= - 12.5 Jones Neuse
27 10 x x ��'x 7 Jones Neuse
28 10 x x ��. x 15 Jones Neuse
29 11 x ephemeral drainage x - x 10.75 Jones Neuse
31 12 x x � x 8 Jones Neuse
32 12 x x' x 5 Jones Neuse
33 � 13 x intermittent x 22 Jones Neuse
15&30 12 x x intermittent x 22 Jones Neuse
*no stream 16 or 25 �
*River Basin break ori Sheet 6

North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: 6/25/2007 Project: Wi106-046.01/ US17 Latitude:
Evaluator: ESI Site: Stream 11 Longitude:
Total points:
Streams are at least intermittent if ,/./ C County: Jones Co. Other:
>-To�.,,a�a.,.,r�i;r>-�n YI.J , .
A. Geomorphology subtotal = 17.5 �� Absent W�eak e iV�oderate �. St�ong" .���`
1*. Continuous bed and bank � 0 (� 1 � 2 � 3
2. Sinuosity � 0 � 1 � 2 � 3
3. In-channel structure: riffle pool sequence � 0 � 1 � 2 � 3
4. Soil texture or stream substrate sorting � 0 � 1 �} 2 � 3
5. Active/relic floodplain � 0 � 1 � 2 � 3
6. Depositional bars or benches '� 0 � 1 � 2 i� 3
7. Braided channel � 0 i� 1 � 2 i� 3
8. Recent alluvial deposits � 0 � 1 i� 2 � 3
9*. Natural levees � 0 �} 1 � 2 � 3 "
10. Headcuts � 0 � 1 � 2 � 3
11. Grade controls ' � 0 � 0.5 � 1 � 1.5
12. Natural valley and drainageway � 0 � 0.5 � 1 � 1.5
13. Second or greater order channel on existinq USGS or NRCS
map or other documented evidence. � � No = 0 � Yes = 3
•naan-maoe ditches are not rated; see discussions in manuai
B. Hydrology subtotal =
14. Groundwater flow/discharge
15. Water in channel and >48 hrs since
- dry or growing season
16. Leaflitter
17. Sediment on plants
18. Organic debris lines or piles (wrack I
19. Hvdric soils (redoxomorphic features
10.5
, or
� C� 0 � 1
Water in channel
.: �0 �1
�1.5 �1
i� 0 � 0.5
� 0 � 0.5
nt? �No=O
O�2 �3
�2 C�3
�0.5 �0
�1 �1.5
�D1 �1.5
� Yes = 1.5
C. Biology subtotal = 13.5
20". Fibrous roots in channel � 3 �} 2 � 1 � 0
21*. Rooted plants in channel �' 3 � 2 {� 1 �} 0
22. Crayfish � 0 {� 0.5 � 1 �} 1.5
23. Bivalves � 0 � 1 � 2 �' 3
24.Fish �0 {�0.5 i�1 �}1.5
25. Amphibians � 0 C� 0.5 � 1 � 1.5
26. Macrobenthos (note diversity and abundance) � � � 0.5 � 1 � 1.5
27. Filamentous algae; periphyton � 0 �i 1 � 2 �[} 3
28. Iron oxidizing bacteria/fungus � � �3 0.5 � 1 �} 1.5
29*. Wetland plants in streambed • i� FAC �} FACW �' OBL �} SAV �} Other
'Items 20-21 focus on the presence of upland planls, item 29 focuses on lhe presence of aqualic or welland plants
Jotes:

North Carolina Division of
Date: 6/25/2007
Evaluator: ESI
Total points:
Streams are at least intermittent if
>=19 or oerennial if >=30.
Quality - Stream Identification Form; Version 3.1
Project: Wi106-046.01/ US17 Latitude:
Site: Stream 12 - � Longitude:
County: �Jones Co
46.5
A. Geomorphology subtotal = 19.5
1". Continuous bed and bank
2. Sinuosity
3. In-channel structure: riffle pool'sequence
4. Soil texture or stream substrate sorting
5. Active/relic floodplain
6. Depositional bars or benches
7. Braided channel
8. Recent alluvial deposits
9*. Natural levees
10. Headcuts
' 11. Grade controls '
� 12. Natural valley and drainageway
� 13. Second or greater order channel on existinq USGS or NRCS
map or other documented evidence.
'Man-made ditches are not raled; see discussions in manual
B. Hydrology subtotal = 10.5
' 14. Groundwater flow/discharge
15. Water in channel and >48 hrs since rain, or Water in channe
• � - dry or growing season �
16. Leaflitter
, 17. Sediment on plants
18. Organic debris lines or piles (wrack lines)
19. Hvdric soils (redoxorriorphic featuresl present?
Other:
� � ���
•� m
i 1 �
• 1 �
• 1 �
O 1 �
O 1 m
O 1 m
a� m
o� �
O 1 • 1
� 1 • 1
• . e
{�2 �3
�2 �3
�2 f�3
t� 2 U 3
t� 2 C} 3
t� 2 C} 3
�2 �3
C}2 C)3
�}2 �3
0�2 �3
�1 �1.5
t�1 �1.5
� Yes = 3
� 0 i� 1,. . �} 2�: t� 3
�0 �4..,. `02.. �3
�'1.5 �1 C?0:5 �?0
�0 �?0.5 �1 -' �1.5
�0 '�0.5 � �1 �}1.5
C�No=O �}Yes=1.5
C. Biology subtotal = 16.5
20*. Fibrous roots in channel � 3 � 2 � 1 �i 0
21". Rooted plants in channel �' 3 ' � 2 i� 1 � 0
22. Cra�sh � 0 � 0.5 �3 1 � 1.5
23. Bivalves " � 0 � 1 � 2 '�? 3
24. Fish � 0 � 0.5 O 1 �} 1:.5
25. Amphibians ' � 0 � 0.5 , � 1 � 1.5
26. Macrobenthos (note diversity and abundance) '� 0 � 0.5 � 1 � 1.5
27. Filamentous algae; periphyton • � 0 � 1 �} 2 i� 3
28. Iron oxidizing bacteria/fungus � 0 � 0.5 '� 1 �} 1.5
29*. Wetland plants in streambed �} FAC �} FACW � OBL .�} SAV i] Other
'Items 20-21 focus on the presence of upland plants, item 29 focuses on lhe presence of aquatic or wetland plants
dotes:

North Carolina Division of Water
Date: 7/3/2007
Evaluator: ESI
Total points:
Streams are at least intermittent if
>=19 or peiennial if >=30.
- Stream Identification Form; Version 3.1
Project: Wi106-046.01/ US17 Latitude:
Site: Stream 13 Longitude:
21 ICounty: Jones Co. Other:
A. Geomorphology subtotal = 7.5 � =Ati�ent � � . �Weak:. . Moderate` • ° Strbng • �°
1'. Continuous bed and bank � 0 {„i 1 � 2 O 3
2. Sinuosity C? 0 � 1 C� 2 ,�} 3
3. In-channel structure: riffle pool sequence � 0 � 1 � 2 �' 3
4. Soil texture or stream substrate sorting � 0 i� 1 � 2 i] 3
5. Active/relic floodplain � � 0 � 1 � 2 � 3
6. Depositional bars or benches . � 0 i� 1 � 2 i� 3
7. Braided channel �' 0 � 1 i� 2 � 3
8. Recent alluvial deposits � 0 � 1 � 2 � 3
9'`. Natural levees � 0 C� 1 {� 2 � 3
10. Headcuts � 0 i� 1 � 2 � 3
11. Grade controls � 0 � 0.5 �3 1 � 1.5
12. Natural valley and drainageway � 0 U 0.5 � 1 �} 1.5
13. Second or greater order channel on existinq USGS or NRCS
map or other documented evidence. � No = 0 � Yes = 3
'Man-made ditches are not rated; see discussions in manual -
B. Hydrology subtotal = 8.5
' 14. Groundwater flow/discharqe
nce rain, or
�0 i�1 C}2 �3
� .. � �
- - dry or growing season � 0 � 1 2 3
16. Leaflitter �3 1.5 ''� {� 1 �-0.5 � 0
17. Sediment on plants ` �.*.} 0 � 0.5 � 9 �} 1.5
18. Organic debris lines or piles (wrack lines) � 0 Q 0.5 � 1 t� 1.5
19. Hydric soils (redoxomorphic features) present? � No' = 0 � Yes = 1.5
C. Biology subtotal = 5 �
20''. Fibrous roots in channel � 3 � 2 � 1 � 0
21". Rooted plants in channel � 3 � 2 � 1 � 0
22. Cra�sh � 0 '� 0.5 '� 1 O 1.5
23. Bivalves � 0 i� 1 {� 2. � 3
24. Fish � 0 O 0.5 O 1 �} 1.5
25. Amphibians � 0 � 0.5 � 1 �} 1.5
26. Macrobenthos (note diversity and abundance) � 0 � 0.5 � 1 � 1.5
27. Filamentous algae; periphyton � 0 � 1 � 2 � 3
28. Iron oxidizing bacteria/fungus � � � 0.5 � 1 Q 1.5
29*. Wetland plants in streambed {� FAC � FACW '�? OBL Q SAV � Other
'llems 20-21 focus on the presence of upland planls, ilem 29 focuses on the presence of aquatic or welland plants
IOtBS:

North Carolina Division of Water Qualit
Date: 7/3/2007
Evaluator: ESI �
Total points:
Streams are at least intermittent if 24. 75
>=19 or perennial if >=30.
- Stream Identification Form; Version 3.1
Project: Wi106-046.01/ US17 Latitude:
Site: Stream 14 Longitude:
nty: Jones Ca " Other:
A.Geomorphology subtotal= 15.5 Absent � Weak ��Motlerat_e���. Sfrong'",`
1*. Continuous bed and bank • � 0 �} 1 � 2 �3 3
2. Sinuosity � 0 O 1 � 2 � 3
3. In-channel structure: riffle pool sequence � 0 �} 1 f� 2 � 3
4. Soil texture or stream substrate sorting � 0 � 1 i� 2 � 3
5. Active/relic floodplain � 0 �3 1 .� 2 � 3
6. Depositional bars or benches � 0 � 1 � 2 � 3
7. Braided channel �' 0 i� 1 � 2 � 3
8. Recentalluvial deposits � 0 � 1 i� 2 � 3
9". Natural levees � 0 � 1 � 2 �? 3.
10. Headcuts � 0 C� 1 � 2 � 3
11. Grade controls � 0 � 0.5 � 1 �' 1.5
12. Natural valley and drainageway � 0 � 0.5 � 1 � 1.5
13. Second or greater order channel on existinq USGS or NRCS
map or other documented evidence. � No = 0 � Yes = 3
•man-rt�ae aitcnes are not ra[ea; see oiscussions in manuai
B. Hydrology subtotal = 5.5 .
14. Groundwater flow/discharge
15. Water in channel and >48 hrs since rain, or
- dry or growing season
16. Leaflitter
17. Sediment on plants
18. Organic debris lines or piles (wrac
19. Hydric soils (redoxomorphic featu
lines) `
�0 �1
�0 �1
�1.5 �1
�i0 �0_5
[?0 �0.5
�,iNo=O
C. Biology subtotal = 3.75
20'. Fibrous roots in channel � '� 3 � 2
21". Rooted plants in channel � 3 � 2
22. Cra�sh � � 0 � 0.5
23. Bivalves � 0 �.i 1
24. Fish � 0 � 0.5
25. Amphibians � 0 � 0.5
26. Macrobenthos (note diversity and abundance) � 0 {� 0.5
27. Filamentous algae; periphyton � 0 � 1
28. Iron oxidizing bacteria/fungus � 0 � 0.5
29". Wetland plants in streambed �} FAC �} FACW �
'Items 20-21 focus on lhe presence of upland planls, ilem 29 focuses on the presence of aquatic or wetland planls
IOtES:
{� 2 C� 3
�2 {�3
�0.5 �0
�1 �}1.5
�1 �1.5
C} Yes = 1.5
i� 1 � D
01 �0
{�1 �1.5
�2 03
�1 �1.5
C�1 C}1.5
�1 �1.5
C�2 �3
�1 {�1.5
OBL � SAV � Other

North Carolina Division of Water
Date: 7/3/2007 �
Evaluator: ESI
Total points:
Streams are at least intermittent if
- Stream Identification Form; V�
Project: Wi106-046.01/ US17
Site: Stream 15180
22 , ICounty: Jones Co. ,�
n 3.1
LatiCude:
Longitude:
Other:
A. Geomorphology subtotal = 12 ���°'�isenf�": ���g��k �. �3vN1' eratei� � ��f�,ang ,��
1*. Continuous bed and bank � 0 � 1 [? 2 C� 3
2. Sinuosity '� 0 �3 1 � 2 C� 3
3. In-channel structure: riffle pool sequence � 0 � 1 � 2 � 3
4. Soil texture or stream substrate sorting � 0 � 1 '� 2 � 3
5. Active/relic floodplain � 0 ��1 � 2 � 3
6. Depositional bars or benches '� 0 � 1 i� 2 '� 3
7. Braided channel � 0 � 1 � 2 � 3
8. Recent alluvial deposifs � 0 � 1 �i 2 � 3
9'`. Natural levees � 0 � 1 � 2 �} 3
10. Headcuts � 0 � 1 � 2. � 3
11. Grade controls � � 0 � 0.5 � 1 C� 1.5
12. Natural valley and drainageway � 0 i� 0.5 � 1 �} 1.5
13. Second or greater order channel on existinq USGS or NRCS ° �
map or other documented evidence. {�' No = 0 '� Yes = 3
'Man-made dilches are not rated; see discussions in manual '
B. Hydrology subtotal = 6
14. Groundwater flow/discharge
15. Water in channel and >48 hrs since rain, or W�
- dry or growing season � ` �
16: Leaflitter
17. Sediment on plants
18. Organic debris lines or piles (wrack lines)
19. Hydric soils (redoxomorphic features) present?
G. Biology subtotal = 4
20*. Fibrous roots in channei
21*. Rooted plants in channel
23. Bivalves
24. Fish
25. Amphibians
26. Macrobenthos (note diversity and abundance)
27. Filamentous algae; periphyton .
28. Iron oxidizing bacteria/fungus
29'`. Wetland plants in. streambed
`Ilems 20-21 focus on the presence of upland plants, item 29 focuses on the presence of
otes:
'�0 °. �1 �}2 �3
i�0 ;'�1 �2 �3
�1.5 `{�1 �0.5 �0
�0 � �J0.5 �1 �C}1.5
�'0 �0.5 �1 �D1.5
�No=O �Yes=1.5
03 C�2 �1 [i0
�*i3 �2 �1 �0 .
�0 �0.5 �1 - �1.5
i]0 �1 �2 �3
�0 �0.5 �1 �1.5
�0 �?0.5 �1 01.5
�}0 {�0.5 �1 �J1.5
�}0 �?1 '�7'2 �3
�0 �0.5 C�1 �1.5
� FAC � FACW C� OBL �} SAV � Other
or wetland planls

North Carolina Division of Water Qualit
Date: 6/25/2007
Evaluator: ESI
Total points:
Streams are at least intermittent if 45. ZJr
>=19 or perennial if >=30.
t .._ .
- Stream Identification Form; Version 3.1
Project: Wi106-046.01/ US-17 Latitude:
Site: Stream 17 Longitude:
nty: Craven/Jones Co: Other:
A. Geomorphology subtotal = 23 ���b�Sent`�� -.W ttl���k� ��Mocl�r�te=�` ���Sf�'a,�g���
1". Continuous betl and bank � 0 � 1 O 2 '�} 3
2. Sinuosity � 0 � 1 � 2 �3 3�
3. In-channel structure: riffle pool sequence � 0 � 1 � 2 L:i 3
4. Soil texture or stream substrate sorting � 0 � 1 � 2 � 3
5. Active/relicfloodplain � 0 '� 1 � 2 � 3
6. Depositional bars or benches � 0 � 1 � 2 � 3
7. Braided channel �.•.�' 0 � 1 � 2 � 3
8. Recent alluvial deposits � 0 � 1 i� 2 � 3
9". Natural levees � 0 � 1 � 2 � 3
10. Headcuts � 0 �} 1 i� 2 �} 3
11. Grade controls ` � 0 �i 0.5 � 1 �3 1.5
12. Natural valley and drainageway � � 0 � 0.5 � 1 � 1.5
13. Second or greater order channel on existinq USGS or NRCS
map or other documented evidence. '�' No = 0 � Yes = 3
`Man-made ditches are not reted; see discussions in manual
B'. Hydrology subtotal = 10
14. Groundwater flow/discharge i� 0 � 1
15. Water in channel and >48. hrs since rain, or Water in channel
- dry or growing season'-� � -� � 0 � 1
16. Leaflitter � � � 1.5 � 1 ,
17. Sediment on plants ` �} 0 � 0.5
18. Organic debris lines or piles (wrack lines) ' � 0 �} 0.5
19. Hydric soils (redoxomorphic features) present? � No = 0
C. Biology subtotal = 12.25
20". Fibrous roots in channel � 3 � 2
21*. Rooted plants in channel '�'�' 3 {� 2
22. Crayfish � 0 �' 0.5
23. Bivalves ' � 0 � 1
24. Fish � 0 �} 0.5
25. Amphibians � 0 � 0.5
26. Macrobenthos (note diversity and abundance) � 0 {] 0.5
27. Filamentous algae; periphyton � 0 {] 1
28. Iron oxidizing bacteria/fungus - � � � 0.5
29*. Wetland plants in streambed [} FAC � FACVV �
'Items 20-21 focus on the presence of upland plants, item 29 focuses on the presence of aquatic or, wetland plants
�otes:
�2 C�3
�2 �'3
�?0.5 �0
�1 �1.5
�1 �1.5
� Yes = 1.5
�1 �0
C� 1 �i 0
�1 �}1.5
�2 �?3
0 1 � 1.5
�1 �}1.5
�U 1 O� 1.5
'�'2 �3 �
�,1 � 1.5
OBL � SAV � Other

North Carolina Division of Water
Date: 7/3/2007
Evaluator: ESI
Total points:
Sfreams are st 1ea51 infennr(lent il
- Stream Identification Form; Version 3.1
Project: WiID6-046.01/US17 Latilude:
Site: Stream 20 -downstream Longitude:
ICounty: Jones Co. Other.
25.5
A. Geomorphology subtotal = 13 Absent Weak Moderate Strong
1`. Continuous bed and bank � 0 � 1 � 2 � 3
2. Sinuosity � 0 � 1 � 2 � 3
3. In-channel structure: riffle pool sequence '� 0 0 1 � 2 � 3
4. Soil texture or stream substrate sorting � 0 � 1 � 2 � 3
5. Active/relic Floodplain d 0 � 1 Q 2 i� 3
6. Depositional bars or benches � 0 d 1 � 2 � 3
7. Braided channel d 0 0 1 d 2 C� 3
8. Recent alluvial deposits � 0 i� 1 � 2 Q 3
9'. Natural levees � 0 O 1 D 2 O 3
10. Headcuts � 0 O 1 � 2 0 3
1 t. Grade controls � 0 0 0.5 Q 1 Q 1.5
12. Natural valley and drainageway � 0 � 0.5 � 1 Q 1.5
13. Second or greater order channel on existin USGS or NRCS
map or other documented evidence. � No = 0 � Yes = 3
'Manmatle tlitcnes are nol rateol ree discussons In manual
B. Hydrology
14. Groundwater
subtotal = 7.5
- dry or growing season
16. Leaflitter
17. Sediment on plants
18. Organic debris lines or piles
19. Hvdric soils (redoxomorphic
C. Biology subiotal = 5
20`. Fibrous roots in channel
21'. Rooted plants in channel
zz. c�ayr�sn
23. Bivalves
24. Fish
�0 01 02 03
or Water in channel
- Do O� Oz Os
L71.5 01 00.5 00
� 0 O 0.5 � 1 O 1.5
D o O o.a Q� a i.s
sPnt? D No = 0 O Yes = 1.5
25. Amphibians
26. Macrobenthos (note diversity and abundance)
27. Filamentous algae; periphy[on
28. Iron oxidizing bacteria/fungus
29`. Wetland plants in streambed
•Items 20�Y� locus on ihe presence of uo�antl piar.is. �nem 2� �oases on ine pres=nce
Jotes:
03 C72 �1 �0
03 �2 i71 Ci0
00 oo.s o, D1.5
QO 01 02 03
�0 D0.5 �� d1.5
�0 00.5 �� Q1.5
C�0 00.5 �1 01.5
�0 01 fl2 �3
� 0 O 0.5 O 1 Q 1.5
Q FAC Q FACW O OBL Q SAV O Other

North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: 7/3/2007 Project: Wi106-046.01/ US17 Latitude:
Evaluator: ESI Site: Stream 20 -upstream Longitude:
Total points:
Streams are at least intermitfent if COUtI�: �OC10S CO. Qtilef:
>=19 or erennial if >=30. 21.5 �
A. Geomorphology subtotal = 9 . ���;Absent�� � ""�Itif�eak��, �,t�;or3�r�f�� '�fr�rig, s�e
1". Continuous bed and bank � 0 � 1� '� 2 '�} 3
2. Sinuosity � 0 '� 1 � 2 G 3
3. In-channel structure: riffle pool sequence � 0 � 1 � 2 �' 3
4. Soil texture or stream substrate sorting � 0 L�' 1 � 2 � 3
5. Active/relic floodplain � 0 � 1 � 2 � 3
6. Depositional bars or benches � 0 � 1 � 2 � 3
7. Braided channel � 0 � 1 �} 2 � 3
8. Recent alluvial deposits '� 0 � 1 � 2 i� 3
9'`. Natural levees � 0 � 1 � 2 i� 3
10. Headcuts �} 0 i� 1 �} 2 i]' 3
11. G�ade controls C� 0 �' 0.5 � 1 i� 1.5 ,
12. Natural valley and drainageway � 0 � 0.5 � 1 � 1.5
13. Second or greater order channel on existinq USGS or NRGS
map or other documented evidence. � No = 0 '�} Yes = 3
'Man-made ditches are not Yated; see discussions in manual
B. Hydrology
14. Groundwater flow/di
15. Water in channel ana >4u nrs smce rain, or vvater in cnan
- dry or growing season �
16. Leaflitter
17. Sediment on plants
18. Orgsnic debris lines or piles (wrack lines
19. Hydric soils (redoxomorphicfeatures) prE
C. Biologq subtotal = 6
20*. Fibrous roots in channel
21*. Rooted plants in channel
subtotal = 6.5
irae
nt?
23. Bivalves
24. Fish
25. Amphibians
26. Macrobenthos (note diversity and abundance)
27. Filamentous algae; periphyton
28. Iron oxidizing bacteria/fungus •
29'. Wetland plants in streambed�
'Items 20-21 focus on lhe presence of upland plants, item 29 focuses on the presence
I OtBS:
�2 �J3.
�2 {�3
�0.5 i�0
�1 �1.5
�1 C�1.5
� Yes = 1.5
�3 �2 �1 {]0
�3 �2 �1 �0
�0 {�0.5 �1 {�1:5
�0 U1 �2 �J3
�0 �0.5 �1 � {�1.5
�0 �0.5 �1 C�1.5
�0 00.5 'D1 �T.5
�0 . '�1 O2 {�3
�0 � �0.5 �1 �1.5
i� FAC C} FACW O.OBL [} SAV � Other
orwetland plants
0

North Carolina Division of Water
Date: 7/3/2007
Evaluator: ESI
Total points:
Streams are at least intermittent if
>=19 or perennial if >=30.
- Stream Identification Form; Version 3.1
Project: Wi106-046.01/ US17 Latitude:
Site: Stream 21 Longitude:
8.75 �County: Jones Co. Other:
A. Geomorphology subtotal = 5 � .,.Ab"senf' �` "�mY`"��11eak� � "(Uiot�er�fe� :�,uStr,ong 'm�
1*. Continuous bed and bank '� 0 � 1 � 2 '� 3
2. Sinuosity � 0 � 1 '� 2 � 3
3. In-channel structure: riffle pool sequence � 0. � 1 � 2 � 3
4. Soil texture or stream substrate sorting � 0 � 1 � 2 � 3
5. Active/relic floodplain � 0 � 1 � 2 � 3
6. Depositional bars or benches � 0 � 1 � 2 � 3
7. Braided channel � 0 � 1 {� 2 � 3
8. Recent alluvial deposits � 0 � 1 � 2 i� 3
9*. Natural levees A 0 � 1 � 2 �} 3
10. Headcuts �*} 0 � 1 � 2 i� 3
11. Grade controls � 0 � 0.5 � 1 � 1.5
12. Natural valley and drainageway � 0 �? 0.5 � 1 � 1.5
13. Second or greater order channel on existinq USGS or NRCS
map or other documented evidence. � No = 0 � Yes = 3
'Man-made ditches are not rated; see discussions in manual
B. Hydrology
14. Groundwater flow/disch
15. Water in channel and >
- dry or growing season
16. Leaflitter
17. Sediment on plants
18. Organic debris lines or
19. Hvdric soils (redoxomoi
subtotal = 2
rs smce rain, or
(wrack li
features
C. Biology subtotal =
20'`. Fibrous roots in channel
21*. Rooted plants in channel
22. Crayfish
23. Bivalves
24. Fish
25. Amphibians
26. Macrobenthos (note diversity
27. Filamentous algae; periphyto
28. Iron oxidizing bacteria/fungus
29*. Wetland plants in streambed
'Items 20-21 focus on lhe presence of upland pla
Jotes:
C} 0 � 1
C) 0 �' 1
�1.5 �1
�} 0 {� 0.5
�} 0 � 0.5
ONo=O
�2 C?3
{�2 �3
�0.5 C?0
C?1 t�1.5
�} 1 C} 1.5
{� Yes = 1.5
1.75 ' `
�3 �2 �1 �}0
�3 �2 �1 (7�0
�0 �0.5 �1 �l1.5
�0 �1 �2 O�3
�0 �0.5 ,�1 �?1.5
�}0 �30.5 �1 �1.5
and abundance) �' 0 � 0.5 �} 1 � 1.5
n i�0 t]1 �2 �3
�0 �0.5 �1 �31.5
� FAC {� FACW � OBL � SAV Q Other
nts, item 29 focuses on the presence of aquatic or wetland plants

North Carolina Division of
Date: 7/3/2007
Evaluator: ESI
Total points:
Streams are at /easf intermittent if
Quality - Stream Identification Form; Version 3.,1
Project: Wi106-046.01/ US17 Latitude:
Site: Stream 22 � Longitude:
'$ ICounry: Jones Co; . Other:
A. Geomorphology subtotal = 6 � �hs��f,���r �;�ltt%��[c �M ��t�e�f� �'��€rong�„�
1*. Continuous bed and bank ' � 0 '�? 1 � 2 �} 3
2. Sinuosity '� 0 O 1 � 2 �} 3
3. In-channel structure: riffle pool sequence � 0 �i 1 '� 2 � 3
4. Soil texture or stream substrate sorEing � 0 � 1 �} 2 � 3
5. Activelrelic floodplain � 0 �? 1 � 2 � 3
6. Depositional bars or benches �-0 �' 1 �} 2 [i 3
7. Braided channel � 0 � 1 � 2 � 3
8. Recent alluvial deposits � 0 � 1 � 2 � 3
9". Natural levees � 0� �} 1 � 2 i� 3
10. Headcuts � 0 O� 1 t� 2 � 3
11. Grade controls � 0 � 0.5 � 1 � 1.5 .
12. Natural vailey and drainageway � 0 i� 0.5 i� 1 � 1,5
13. Second or greater order channef on existinq USGS or NRCS •
map or other documented evidence. � � No = 0 C� Yes. = 3.
'Man-made ditches are noCrated; see discussions in manual
B. Hydrology
14. Groundwater flow/d
'- dry or growing season
16. Leaflitter
17. Sediment on plants
subtotal = 5
, or
18. Organic debris lines or piles (wrack lines
19. Hydric soils (redoxomorphic features) prE
C. Biology sabtotal = 7
20*. Fibrous roots in channel
21*. Rooted plants in channel •
22. Crayfish
23. Bivalves
24. Fish
Amphibians
Macrobenthos (note diversity and
Filamentous algae; periphyton
Iron oxidizing bacteria/fungus
, Wetland plants in streambed
� 20-21 focus on the presence of upland plants, ite
�Ot@S:
�0 �1 �2 .� ,�3
�? 0. �? 1 � 2 .. �},3 , :
�1.5 U1 00.5' �'0.
�0 �0.5 �1 ; �1,5,.
�} 0 C� 0.5 �D 1 �D 1.5
�No=O C}Yes=1.5
03 �2 01 �0
�}3 {�2 O1 �0
�0 �0.5 �1. ,t�1.5
�0 �1 �2 � �3
�0 �0.5 �1 {�1.5
�'0 �0.5 �1 �?1.5
�0 �0.5 01 ' �1.5
�0 �1 �2 �]3
t�0 �J0.5 �1 01.5
� FAC � FACW � OBL �i SAV � Other
presence of aquatic or wetland plants
m

North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: 6/25/2007 ' Project: Wi106-046.01/ US17 Latitude:
Evaluator: ESI Site: Stream 23 Longitude:
eams are at least intermittent if ICounty: Jones Co. Other:
19 or perennia! if >=30. ' 7• 75
A. Geomorphology subtotal = 2 '�"'�,�ii�s,�"���„� �� '��Nk�ak� _, `:I�tlode�z,l�� ���Sfrong�. ;;
1*. Continuous bed and bank � 0 � 1 O 2 �' 3
2. Sinuosity � 0 � 1 � 2 C� 3
3. In-channel structure: riffle pool sequence � 0 � 1 �} 2 � 3
4. Soil texture or stream substrate sorting � 0 � 1 � 2 �} 3
5. Active/relic floodplain � fl � 1 �'2 � 3
6. Depositional bars or benches '� 0 �} 1 � 2 �} 3
7. Braided channel i� 0 � 1 � 2 �i 3
8. Recent alluvial deposits � 0 � 1 � 2 � 3
9'`. Natural levees � 0 � 1 � 2 ij 3
10. Headcuts � 0 �� 1 � 2 � 3
11. Grade controls � 0 � 0.5 � 1 � 1.5
12. Natural valley and drainageway � �' 0 � 0.5 � 1 � 1.5
13. Second or greater order channel on existina USGS or NRGS .
map or other documented evidence. � No = 0 � Yes = 3
•nnan-made drtcnes are not reted; see discussions m manuai
B. Hydrology subtotal = 4
14. Groundwaterflow/discharge_
15. VVater in channel and >48 hrs since rain, or
- dry or growing season
16. Leaflitter � '
17. Sediment on plants
18. Organic debris lines o� piles (wrack lines)
19. Hydric soils (redoxomorphic features) prese
�} 0 � 1
�0 �1
� 1.5 4 1
L� 0 � 0.5
i� 0 C� 0.5
�No,=O
'� 2 t� 3
�'i2 �3
�0.5 C�0
C•
�1 �1.5
�?1 ' C�1.5
�3 Yes = 1.5
C. Biology subtotal = 1.75
20*. Fibrous roots in channel � 3 {� 2 �? 1 �} 0
21*. Rooted plants in channel �' 3 i] 2 � 1 � 0
22. Crayfish � 0 �? 0.5 '� 1 �i 1.5
23. Bivalves �} 0 i] 1 � 2 � 3
24.Fish �0 �0.5 O1 {�1.5
25. Amphibians � 0' Q 0.5 �3 1 �} 1.5
26. Macrobenthos (note diversity and abundance) � 0 � 0.5 � � � �} 1.5
27. Filamentous algae; periphyton � 0 � 1 � 2 � 3
28. Iron oxidizing bacteria/fungus � � � Q.5 � 1 t� 1.5.
29*. Wetland plants in streambed �' FAC � FACW '�} OBL �} SAV � Other
'Items 20-21 focus on the presence of upland plants, item 29 focuses on the presence of aqualic oc wetland plants
IOt@S:
,

North Carolina Division of W
Date: 7/3/2b07
Evaluator: ESI
Total points:
Streams are at least intermittent if
19
- Stream Identification Form; Version 3.1
Project: Wi106-046.01/ US17 Latitude:
Site: Stream 24 ' Longitude:
Jones Co. Other.
A. Geomorphology subtotal = 8.5 .�r .A�3sei'�i'��` ���" e���� �I�llt�d'e a�e� ��:vtrang�"'
1'`. Continuous bed and bank � 0 � 1 U 2 � 3
2. Sinuosity '� 0 � 1 � 2 '� 3
3: In-channel structure: riffle pool sequence � 0 � 1 � 2 � 3
4. Soil texture or stream substrate sorting � 0 � 1 � 2 � 3
5. Active/relic floodplain '� � 0 � 1 � 2 � 3
6. Depositional bars or 6enches � 0 � 1' � 2 � 3
7. Braided channel � � 0 � 1, i] 2 '�' 3
8. Recent alluvial deposits � 0 � 1 � 2 �' 3
9'`. Natural levees � 0 � 1 �} 2. � 3
10. Headcuts � 0 � 1 � 2 t� 3
11. Grade controls � 0 � 0.5 '� 1 � 1.5
12. Natural valley and drainageway � 0 � 0.5 � 1 � 1.5
13. Second or greater order channel on existinq USGS or NRCS
map or other documented evidence. � No = 0 �} Yes = 3
"Man-made dilches are not �aled; see discussions in manual
B. Hydrology subtotal =
14. Groundwater flow/discharge
15. Water in channel and >48 hrs since r
- dry or growing season
16. Leaflitter
17. Sediment on plants
18. Organic debris lines or piles (wrack li
19. Hydric soils (redoxomorphic features
C. Biology subtotal =
20*. Fibrous roots in channel
21*. Rooted plants in channel
22. Crayfish
23. Bivalves
24. Fish
25. Amphibians
26. Macrobenthos (note diversity and ab�
27. Filamentous algae; periphyton
28. Iron oxidizing bacteria/fungus
29*. Wetland plants in streambed
'Items 20-21 focus on the presence of upland plants, item 29
6.5
4
, or
' ��0 �1' �2 i]3
n channel
'�0 ', �1 �2 �3
�} 1.5 �O 4 � 0.5 O 0
�0. �0.5 �1 �}1.5
�0 �0.5 �1 �1.5
�No=O �}Yes=1.5
on the presence
�3 �2 �1 �?0
i� 3 O 2 � 1 {� 0
�0 �0.5 't]'1 C�1.5
C�0 �1 C�2 i�3
�0 �0.5 �1 �1.5
�}0 �0.5 �1 �?1.5
�0 �0.5 C�1 �1:5
�0 �1 �2 �3
C'�0 C�0.5 ' �?1 �1.5
� FAC � FACW O OBL �i SAV �} Other
or wetland plants
�otes �

North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: 7/3/2007 . Project: Wi106-046.01/ US17 Latitude:
Evaluator: ESI Site: Stream 26 Longitude:
Total points:
Streams are at least intermittent if c County: Jones Co. Other:
>=19 or erennial if >=30. 7 �• `�
A. Geomorphology subtotal = 3 °Absent, � " ''' Weak ` Moderate ° ° ,Sfrong :'°'
1°'. Continuous bed and bank � 0 � 1 � 2 � 3
2. Sinuosity � 0 � 1 � 2 � 3
3. In-channel structure: [iffle pool sequence � 0 � 1 � 2 � 3
4. Soil texture or stream substrate sorting � 0 � 1 �} 2 �? 3
5. Active/relic floodplain � 0 � 1 � 2 � 3
6. Depositional bars or benches •� 0 � 1 � 2 � 3
7. Braided channel � 0 �} 1 � 2 Q 3
8. Recent alluvial deposits � � 0 � 1 � 2 � 3
9*. Natural levees � 0 �J 1 � 2 � 3
10. Headcuts � 0 � 1 � 2 �} 3
11. Grade controls � � 0 � 0.5 �} 1 � 1.5
12. Natural valley and drainageway � 0 '�i 0.5 � 1 i� 1.5
13. Second or greater order channel on existinq USGS or NRCS
map or other documented evidence. _�3 No = 0 � Yes = 3
'Man-made ditches are not raled: see discussions in manual
B. Hydrology
14. Groundwater flow/disch
15. Water in channel and >
- dry or growirig season
16. Leaflitter
17. Sediment.on plants
18. Organic debris lines or
19. Hvdric soils (redoxomoi
subtotal = 6
ic featu
ce rain, or
UO �1
�} 0 � 1
�1.5 {�1
�0 �0.5
�? 0 L� 0.5
i�No=O
�2 �3
O 2 � 3 : ',.
� 0.5 O 0
�1 �1.5
�J 1 O 1.5 .
O Yes = 1.5
C. Biology subtotal = 3.5
20". Fibrous roots in channel � 3 � 2 �} 1 � 0
21*. Rooted plants in channel � 3 �} 2 � 1 i� 0
22. Crayfish ' � 0 � 0.5 O 1 � 1_5
23. Bivalves � 0 � 1 �} 2 � 3
24. Fish � 0 �} 0.5 O 1 � 1.5
25. Amphibians � 0 � 0.5 � 1 � 1.5
26. Macrobenthos (note diversity and abundance) � 0 � 0.5 � 1 � 1.5
27. Filamentous algae; periphyton � 0 � 1 �?•2 � 3
28. Iron oxidizing bacteria/fungus � 0 � 0.5 � 1 � 1.5
29". Wetland plants in streambed � FAC � FACW � OBL � SAV � Other
•Items 20-21 focus on the presence of upland plants, ilem 29 focuses on the presence of aquatic or welland plants
�Ot2S:

North Carolina Division of Water Qu
Date: 7/3/2007
Evaluator: ESI
Total points:
Streams are at least intermittent if 7
>=19 oroerennial if>=30.
- Stream Identification Form; Version 3.1
Project: Wi106-046.01/ US17 Latitude:
Site: Stream 27 Longitude:
Jones Co. Other:
A. Geomorphology subtotal = 1.5 Absent Weak = Moderafe Strong ,
1*. Continuous bed and bank � 0 � 1 � 2 � 3
2. Sinuosity � 0 i� 1 {� 2 t� 3
3. In-channel structure: riffle pool sequence � 0 � 1 � 2 � 3
4. Soil texture or stream substrate sorting � 0 � 1 � 2 � 3
5. Active/relic floodplain �' 0 � 1 � 2 � 3
6. Depositional bars or benches � 0 � 1 � 2 � 3
7. Braided channel � 0 i]' 1 �} 2 � 3
8. Recent alluvial deposits � 0 �} 1 � 2 � 3
9*. Natural levees � 0 � 1 � 2 � 3
10. Headcuts � 0 �' 1 �} 2 �} 3
11. Grade controls �' 0 C'� 0.5 � 1 '� 1.5
12. Natural valley and drainageway � 0 � 0.5 � 1 '�} 1.5
13. Second or greater order channel on existinq USGS or NRCS
map or other documented evidence. � No = 0 � Yes = 3
-man-rwae oncnes are noc racea; see oiswssions m manuai
B. Hydrology subtotal = 3
14. Groundwater flow/discharge
15. Water in channel and >48 hrs since rain, or
- dry or growing season
16. Leaflitter
17. Sediment on plants
18. Organic debris lines or piles (wrack lines)
19. Hvdric soils (redoxomorphic featuresl prese
C. Biology subtotal = 2.5
20*. Fibrous roots in channel
21'`. Rooted plants in channel
23. Bivalves
24. Fish
25. Amphibians
26. Macrobenthos (note diversity
27. Filamentous algae; periphyto
28. Iron oxidizing bacteria/fungus
29*. Wetland plants in streambec
'Items 20-21 focus on the presence of upland plai
Jotes:
and abundance
n
�0 �31 �2 i�3
n channel
�0 �1 {�2 �3
i�1.5 �1 �0.5 �}0
i�0 �0.5 �1 �1.5
�0 �0.5 �1 {�1.5
�No=O �Yes=1.5
on the presence of
�}3 �2 �1 i�0�
�3 �i2 �1 {�0
�} 0 � 0.5 C� 1 �} 1.5
�0 �1 �D2 C�3
�}0 �0.5 �?1 �1.5
�0 C?0.5 �1 �1.5
�}0 �0.5 �1 C?1.5
�0' �1 �2 �3
�0 �0.5 �}1 C,�1.5
[} FAC � FACW � OBL � SAV � Other
or wetland plants

North Carolina Division of Water Qu�
Date: 7/3I2007
Evaluator ESI
Total points:
Slreams are a! leasl mtermif(enl il � 5
�=19 oi p?iennial i/>=30.
� Stream Identification Form: Version 3.1
Project WiI06-046.01/ US17 Latitude:
Site: Stream 28 Longitude:
Jones Co. Other:
A. Geomorphology subtotal = 7 Absent Weak Moderate Strong
t". Continuous bed and bank p 0 � 1 � 2 O 3
2. Sinuosity (.1 0 � 1 fl 2 C� 3
3. In-channel structure: riffle pool sequence Q 0 � 1 � 2 � 3
4. Soil texture or stream substrate sorting � 0 � 1 � 2 � 3
5. Active/relic floodplain � 0 � 1 � 2 0 3
6. Depositional bars or benches {� 0 � 1 � 2 � 3
7. Braided channel � 0 � 1 � 2 (� 3
8. Recent alluvial deposits � 0 � 1 � 2 � 3
9'. Natural levees � 0 � 1 � 2 � 3
70. Headcuts O 0 O 1 � 2 O 3
71. Grade controls 0 0 �i 0.5 � 1 � 1.5
12. Natural valley and drainageway � 0 � 0.5 � 1 0 1.5
13. Second or greater order channel on exfstinq USGS or NRCS
map or other documented evidence. � No = 0 � Yes = 3
Me�-�oe �����„e� a�� „�� ����_ sEe �����s������ ��� ��a���d�
B. Hydrology subtotal = 3
14. Groundwater flow/discharge
- ary or growing season
16. Leaflitter
17. Sediment on plants
18. Organic debris lines or
19. Hydric soils (redoxomo
C.
�
�
22. crayfisn
23. Bivalves
subtotal = 5
b0 01
or W ater in channel
00 01
Q 1.5 O 1
d 0 (i 0.5
00 �0.5
�o„n �' No = 0
25. Amphibians
26. Macrobenthos (note diversity and a6undance)
27. Filamentous algae; periphyton
28. Iron oxidizing bacteria/funyus
29'. Wetland plants in streambed
'Items 2P2t bws on ihe presence o! upland planis. item 25locuses on Ine
�OiES:
03
03
Oo
00
00
00
OO
00
(7 0
O FAC (
aqua0c pr wellantl pla�ls
02 �3
02 03
00.5 00
01 01.5
d1 01.5
� Yes = 1.5
02 U1 �0
oz a� o0
00.5 0, 0,.5
O1 02 �3
O o.s O i p i.s
O 0.5 Ci 1 O 1.5
O 0.5 D 1 O 1.5
o, 02 os
D0.5 �1 01.5
FACW � OBL Q SAV O Other

North Carolina Division of Water Qualit
Date: 7/3/2007
Evaluator: ESI
Total points:
Sfreams are at least intermittent if ' 0.75
>=19 or.perennial if >=30.
- Stream Identification Form; Version 3.1
Project: Wi106-046.01/ US17 Latitude:
Site: Stream 29 Longitude:
Jones Co. Other:
A. Geomorphology subtotal = 2.5 Absent .-', � �..Weak; :� �Moderate. ° St�ong ,„
1". Continuous bed and bank �} 0 C3 1 � 2 � 3
2. Sinuosity � 0 � 1 �� 2 {� 3
3. In-channel structure: riffle pool sequence � 0 �} 1 C� 2 � 3
4. Soil texture or stream substrate sorting � 0 �} 1 � 2 � 3
5. Active/relic floodplain � 0 � 1 � 2 �}3
6. Depositional bars or benches �} 0 �i 1 � 2 � 3
7. Braided channel � 0 � 1 � 2 � 3
8. Recent alluvial deposits � 0 �} 1 � 2 � 3
9". Natural levees � 0 � 1 � 2 {� 3
10. Headcuts � 0 � 1 � 2 � 3
11. Grade controls � 0 � 0.5 � 1 � 1.5
12. Natural valley and drainageway � 0 �} 0.5 � 1 {� 1.5
13. Second or greater order channel on existinq USGS or NRCS
map or other documented evidence. � No = 0 �} Yes = 3
'rnan-maae ditcnes are not rated; see discussions in manuai
B. Hydrology subtotal = 3.5
14. Groundwater flow/discharge
15. Water in channel and >48 hrs since rain, or
- dry or growing season
16. Leaflitter
17. Sediment on plants
18. Organic debris lines or
19. Hvdric soils (redoxomo
les (wrack lines)
hic features) present?
00 �1
�0 O1
C}1.5 �1
�0 �}0.5
�0 �}0.5
i�No=O
�} 2 � �I' 3
�2 �}3
�}0.5 �}0
�1 �1.5
�1 �1.5
C? Yes = 1.5
C. Biology subtotal = 4.75
20*. Fibrous roots in channel '� 3 � 2 � 1 � 0
21". Rooted plants in channel � 3 �3 2 � 1 � 0
22. Crayfish � 0 �? 0.5 � 1 � 1.5
23. Bivalves � 0 {� 1 � 2 � 3
24.Fish �0 {�0.5 �1 �1.5
25. Amphibians � 0 � 0.5 � 1 � 1.5
26. Macrobenthos (note diversity and abundance) � 0 � 0.5 � 1 {] 1.5
27. Filamentous algae; periphyton i� 0 t] 1 i� 2 � 3
28. Iron oxidizing bacteria/fungus � 0 {� 0.5 � 1 {� 1.5
29'`. Wetland plants in streambed �} FAC �} FACW � OBL � SAV � Other
'Items 20-21 focus on the presence of upland plants, item 29 focuses on the presence of aquatic or wetland plants
Jotes: `

North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: 7/3/2007 Project: Wi106-046.01/ US17 Latitude:
Evaluator: ESI Site: Stream 31 � Longitude:
Total points:
Streams are at least intermittent if 8 County: Jones Co. Other:
�-� o .,� .,a.a,,,,;�r ;r >-an
A. Geomorphology subtotal = 6 Absent°_a , Weak ° Moderafe. Sf�ong
1*. Continuous bed and bank C� 0 � 1 � 2 C� 3
2. Sinuosity � 0 '�} 1 � 2 � 3
3. In-channel structure: riffle pool sequence � 0 �} 1 �} 2 i� 3
4. Soil texture or stream substrate sorting � 0 � 1 � 2 � 3
5. Active/relic floodplain � 0 � 1 � 2 t� 3
6. Depositional bars or benches � 0 � 1 C� 2 � 3
7. Braided channel � 0 � 1 �} 2 � 3
8. Recent alluvial deposits � 0 � 1 � 2 � 3
9". Natural levees � 0 � 1 �i 2 �' 3
10. Headcuts � 0 Ct 1 i� 2 C� 3
11. Grade controls � 0 � 0.5 � 1 � 1.5
12. Natural valley and drainageway � 0 � 0.5 � 1 � 1.5
13. Second or greater order channel on existinq USGS or NRCS
map or other documented evidence. � No = 0 �' Yes = 3
•Man-made ditches are not rated; see discussions in manuai
B. Hydrology subtotal =
14. Groundwater flow/discharge
15. Water in channel and >48 hrs since
- dry or growing season
16. Leaflitter
17. Sediment on plants
18. Organic debris lines or piles (wrack I
19. Hvdric soils (redoxomorqhic features
1.5
, or vvater in cnann
�0 �1
i� 1.5 � 1
�]' 0 {� 0.5
� 0 C� 0.5
i�No=O
i�2 � �3
�2 �}3.
� 0.5 � 0
C}1 �1.5
�1 Ci1.5
C� Yes = 1.5
c;. �sioiogy suototai = u.5
20*. Fibrous roots in channel � 3 � 2 '� 1 � 0
21''. Rooted plants in channel � 3 � 2 {� 1 � 0
22. Crayfish '�`3 0 � 0.5 � 1 C} 1.5
23. Bivalves � 0 � 1 � 2 '� 3
24. Fish �' 0 C? 0.5 � 1 � 1.5
25. Amphibians � 0 � 0.5 � 1 � 1.5
26. Macrobenthos (note diversity and abundance) � 0 � 0.5 � 1 � 1.5
27. Filamentous algae; periphyton � 0 �} 1 �} 2 � 3
28. Iron oxidizing bacteria/fungus � 0 i� 0.5 �} 1 {� 1.5
29'`. Wetland plants in streambed � � FAC � FACW � OBL i] SAV � Other
'Items 20-21 focus on the presence of upland plants, item 29 focuses on the presence of aquatic or wetland planls
Jotes:

North Carolina Division of Water Qu�
Date: 7/3/2007
Evaluator: ESI
Total points:
Streams are at least intermittent if 5
.-� n ... .,.,.�.,., r�� ;r �-on
- Stream Identification Form; Version 3.1
Project: Wi106-046.01/ US17 Latitude:
Site: Stream 32 Longitude:
County: Jones Co. Other:
A. Geomorphology subtotal = 2 �Absent Weak ��`Mod`erate `Strong�°�
1'`. Continuous bed and bank � 0 i� 1 {� 2 i� 3
2. Sinuosity � 0 � 1 � 2 �O 3
3. In-channel structure: riffle pool sequence � 0 '� 1 � 2 � 3
4. Soil texture or stream substrate sorting � � 0 � 1 � 2 � 3
5. Active/relic floodplain � 0 � 1 i� 2 � 3
6. Depositional bars or benches � 0 � 1 � 2 � 3
7. Braided channel �' 0 � 1 �} 2 � 3
8. Recent alluvial deposits � 0 '� 1 � 2 � 3
9*. Natural levees � 0 � 1 � 2 � 3.
10. Headcuts � 0 i� 1 � 2 C� 3
11. Grade controls � 0 � 0.5 � 1 C� 1.5
12. Natural valley and drainageway �} 0 i� 0.5 � 1 � 1.5
13. Second or greater order channel on existinq USGS or NRCS
map or other documented evidence. � No = 0 � Yes = 3
'Man-made ditches are not rated: see discussions in manual
B. Hydrology subtotal = 1.5
14. Groundwater flow/discharge
15. Water in channel and >48 hrs
- dry or growing season
16. Leaflitter
17. Sediment on plants
18. Organic debris lines or piles (�
19. Hvdric soils (redoxomorqhic fE
C. Biology subtotal =
20*. Fibrous roots in channel
21*. Rooted plants in channel
22. Cra�sh
23. Bivalves
24. Fish
25. Amphibians
26. Macrobenthos (note diversity and a
27. Filamentous algae; periphyton
28. Iron oxidizing bacteria/fungus
29'`. Wetland plants in streambed
9lems 20-21 focus on lhe presence of upland plants, item',
�Ot@S:
�0 �1 02 {�3
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�0 �1 �02 �3
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i�0 �C}0.5 �1 �1.5
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1.5
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�0 �1 �2 �3
�}0 {�0.5 �1 �1.5
i� FAC i� FACW � OBL � SAV � Other
on the presence of aquatic or welland plants '

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csurrti
numbers = USGS Map / letters = Soils Map
Feature Sheet # On USGS On Soils Delineated as Stream Not a S
9 7 x X X
10 Y 7 x x x
11 ,� 9 x x x
12 .� 9 x x x
13 / 9 x x x
14 i 10 x x x �
16 i 8 x x x
17 � 13 x x x �
20 7 x x
21 � 7 x x
22 - 7 x x
23 7 x x
2A / 8 x x
26 j 9 x x
27 i 10 x x
28 � 10 x x
29 / 11 x x
31 � 12 x x
32 � 12 x _ x
33 � 13 x x
15&30 i 12 x x x
"no stream 25
`River Basin break on Sheet 6
DWQ Ral
5.5
45
41.5
46.5
21
24.75
13
45.25
21.5
8.75
18
7.75
19
17
5
24.75
1075
8
S
22
23
River Rasin
Jones Neuse
Jones Neuse
Jones Neuse
Jones Neuse
Jones Neuse
Jones Neuse
Jones Neuse
Jones/Craven Neuse
Jones Neuse
Jones Neuse
Jones Neuse
Jones Neuse
Jones Neuse
Jones Neuse
Jones Neuse
Jones Neuse
Jones Neuse
Jones Neuse
Jones Neuse
Jones Neuse
Jones Neuse
>
�
�
same as #24
same as #16

North Carolina Division of Water Qu�
Date: 6/25/2007
Evaluator: ESI �
Total points:
streams are at least interminent if 5.5
>_40 nr ncronnial if �v�R
�,; Stream Identification Form; Version 3.1
Project: Wi106-046.01/ US17 Latitude:
Site: Stream 9 , Longitude:
County: Jones Co. Other:
A. Geomorphology subtotal = 1 r� �lbse� ���, , `��ea�E�� �;l�f�bd�r��� �`��Sti�o�n" ,,
unw, ,�.r.. ��
1'. Continuous bed and bank � 0 �3 1 �} 2 3� 3 "
2. Sinuosity • � 0 C� 1 � 2 � 3
3. In-channel structure: riffle pool sequence � 0 �} 1 � 2 4 3
4. Soil texture or stream substrate sorting � 0 '� 1 � 2 � 3
5. Active/relic floodplain '�' 0 � 1 � 2 () 3
6. Depositional bars or benches � C'� 0 � 1 � 2 {3 3
7. Braided channel� � 0 Q 1 {� 2 � 3
8. Recent all�avial deposits � 0 � 1 {� 2 � 3
9*. Natural levees C�3 0 O 1 C� 2 C3 3
10. Headcuts � 0 C} 1 O 2 Q 3
11. Grade controls C'� 0 � 0.5 G 1 � 1.5
12. Natural valley and drainageway � 0 � 0.5 . � 1 �} 1.5
13. Second or greater order channel on existinq USGS or NRCS
map or other ducumented evidence. . � No = 0 � Yes = 3
'Man•made dilches are nol rated; see discussions in manual
B. Hydrology subtotal =
14. Groundwater flow/discharge
15. Water in channel and >48 hrs sinc
- dry or growing season
16. Leaflitter
17. Sediment on plants
18. Organic debris lines or
19. Hydric soils (redoxomc
0.5
�0 C�1 �2 Q3
rain, or Water in ch nnel
C�70 �1 �2 �3
C�1.5 �1 �0.5 '�0
�0 �0.5 �1 �1.5
{�0 i]0.5 �1 �1.5
ent? � No = 0 � Yes = 1.5
C. Biology subtotal = 4
20*. Fibrous roots in channel
21'. Rooted plants in channel
22. Crayfish
23. Bivalves
24. Fish
25. Amphibians
26. Macrobenthos. (note diversity
27. Filamentous algae; periphytor
28. Iron oxidizing bacteria/fungus
29`. Wetland plants in streambed
'Items 20-21 (ocus on the presence of upland plan
Jotes
and abundan
a
�3 C,�2 {� 1 QO
�3 �2 �1 �0
�0 C�0.5 �1 �1.5
�0 C�1 �2 �3
i�0 �i0.5 �1 �1.5
�0 C.�0.5 �1 01.5
ce) �0 {�0.5 �1 �1.5
� �0 �1 �2 �3
�0 {�0.5 �1 Q1.5
{� FAC (� FACW � OBL �} SAV O Other
onlhe presence of aquatic or welland plants

0
North Carolina Division of Water Qu�
Date: 6/25/2007
Evaluator: ESI
Total points:
Streams are at least intermittent if
>_ �s or oerennia� if >=so_ 4.5
- Stream Identification Form; Version 3.1
Project: Wi106-046.01/ US17 Latitude:
Site:- Stream 10 Longitude:
County: Jones Co. Other:
A. Geomorphology subtotal = 2.5
1'. Continuous bed and bank
2. Sinuosity
3. In-channel structure: riffle pool sequence
4. Soil texture or stream substrate sorting
5. Active/relic floodplain
6. Depositional' bars or benches
7. Braided chanriel
8. Recent alluvial deposits
9*. Natural levees �
10. Headcuts
11. Grade controls
12. Natural valley and drainageway
13. Second or greater order channel on exi_ stinp USGS or
map or other documented evidence.
'Man-made ditches are not rated; see discussions in manual
B. Hydrology subtotal = 2
14. Groundwater flow/discharge
15. Water in channel and >48, h
- dry or growing season �
16. Leaflitter
17. Sediment on plants
18. Organic debris lines or piles
19. Hvdric soils (redoxomorohic
since ram, or
n cnann
C. Biology subtotal = 0 �
20*. Fibrous roots in channel
21*. Rooted plants in channel �
22. Cra�sh
23. Bivalves
24. Fish
25. Amphibians
26. Macrobenthos (note diversity and abundance)
27. Filamentous algae; periphyton
28. Iron oxidizing bacteria/fungus �
29*. Wetland plants in streambed
'Items 20-21 focus on Ihe presence of uptand planls, ilem 29 focuses on Ihe presence ot
Notes:
�0 �1
00 �1
C•�0 {�1
� 0 C� 1
00 �1
�0 �1
�0 Q1
�0 �1
C�0 �1
�0 1
C}0 �0.5
�0 �i0.5
�No=.O
C�i 0 � 1
�0 �1
� 1.5 � 1
�0 �}0.5
�0 �0.5
ONo=O
{� 2 O 3
�2 �3
�2' O3
�2 {�3 �
C}2 �3
02 �3
�2 Q3�
�2 �3
{�2 �3
�2 �3
C� 1 � 1.5
�1 �1.5
C�Yes=3
�2 �3
O2 C�3
�0.5 �0
�1 Q1.5
�1 �1.5
{� Yes = 1.5
�} 3 (,i 2 [} 1 � 0
�3 �2 �1 �0
�0 {�0.5 O1 Q1.5
�0 �? 1 {�2 �73
� 0 {� 0. 5 t� 1 Q 1.5
{�0 Ci0.5 U1 �1.5�
' �30 {�0.5 01 C71.5
�0 �1 �2 Q3
�0 �0.5 �1 �1.5
Q FAC � FACW � OBL Q SAV Q Other
or wetiand olanls

North Carolina Division of Water Qual
Date: 6/25/2007
Evaluator: ESI
Total points:
streams are at least intermittent if 41.5
>=19 oroerennial i(>=30.
y- Stream Identification Form; Version 3.�
Project: Wi106-046.01/ US17 Latitude:
Site: Stream 11 Longitude:
County: Jones Co. Other:
A. Geomorphology subtotal = 17.5 �t(,��Abse2nt;�,;�u��V'.�teaic� ,��,� Mnd�rafea�„��Strong�� ,
1'. Continuous bed and bank � 0 O 1 O 2 � 3
2. Sinuosity � 0 � 1 � 2 (� 3
3. In-channel structure: riffle pool sequence � 0 � 1 {� 2 � 3
4. Soil texture or stream substrate sorting � 0 � 1 i� 2 � 3
5. Active/relic floodplain {� 0 i� 1 � 2 � 3
6. Depositional bars or benches � 0 Q 1 � 2 � 3
7. Braided channel {� 0 {� 1 � 2 {� 3
8. Recent alluvial deposits � 0 � 1 � 2 � 3
9*. Natural levees i� 0 � 1 � 2 � 3
10. Headcuts � 0 � 1 � 2 {� 3
11. Grade controls � 0 � 0.5 Q 1 �} 1.5
12. Natural valley and drainageway � 0 � 0.5 � 1 � 1.5
13. Second or greater order channel on existinq USGS or NRCS
map or other documented evidence. � No = 0 � Yes = 3
'Man-made ditches are not rated; see discussions in manual
B. Hydrology subtotal =
14. Groundwater flow/discharge
15. Water in channel and >48 hrs sina
- dry or growing season
10.5
rain, or
16. Leaflitter
17. Sediment on plants
18. Organic debris lines or piles (wrack line
19. Hydric soils (redoxomorphic features) p
�2 �3
{�2 �3
�0.5 �?0
�1 l'�1.5
�1 �1.5
� Yes = 1.5
C. Biology subtotal = 13.5
20*. Fibrous roots in channel � 3 � 2 {� 1 � 0
21*. Rooted plants in channel � 3 � 2 � 1 � 0
22. Cra�sh � 0 {� 0.5 � 1 �} 1.5
23. Bivalves � 0 i� 1 � 2 � 3
24.Fish �0 �}0.5 {�1 Q1.5
25. Amphibians � 0 � 0.5 � 1 � 1.5
26. Macrobenthos (note diversity and abundance) � � C� 0.5 � 1 �} 1.5
27. Filamentous algae; periphyton � 0 � 1 � 2 {� 3
28. Iron oxidizing bacteria/fungus � 0 {� 0.5 � 1 � 1.5
29*, Wetland plants in streambed i� FAC � FACW � OBL {'� SAV � Other
'llems 20-21 focus on the presence of upland plants, item 29 focuses on the presence of aquatic or wetiand plants
Notes:

North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: 6/25/2007 ' Project: Wi106=046.01/ US17 Latitude:
Evaluator: ESI Site: Stream 12 Longitude:
Total points: ,
Streams are at least intermittent if County: Jones Co. Othe�:
,_,e�.�oro��;,,;F�-�„ 46.5 '
A. Geomorphology subtotal = • 19.5 `������i,�S�,nf��; ���i,l1f,��`a,�c�,��,�� ,�,;ft��u`d��at��� ����� �o�n'�, �,�
1*. Continuous bed and bank � 0 � 1 � 2 C� 3
2. Sinuosity � 0 � 1 � 2 Q 3
3. In-channel structure: riffle pool sequence � 0 � 1 � 2 � 3
4. Soil texture or stream substrate sorting � 0 � 1 � 2 � 3
5. Active/relic floodplain � 0 � 1 � 2 � 3
6. Depositional bars or benches � 0 i� 1 � 2 � 3
7. Braided channel C} 0 � 1 C} 2 � 3
8. Recent alluvial deposits � � 0 � 1 � 2 � 3
9*. Natural levees C'U 0 O 1 {� 2 . O 3
10. Headcuts �.0 � 1 � 2 {� 3
11. Grade controls �} 0 C� 0.5 � 1 � 1.5
12. Natural valley arid drainageway � 0 C� 0.5 � 1 � 1.5
13. Second or greater order channel on exfstinq USGS or NRCS
map or other documented evidence. � No = 0 C'� Yes = 3
'Man-made ditches are not raled; see discussions in manual
B. Hydrology subtotal =
14. Groundwater flow/discharge
15. Water in channel and >48 hrs sina
- dry or growing season
16. Leaflitter
17. Sediment on plants
18. Organic debris lines or
19. Hvdric soils (redoxomc
C. Biology subtotal =
20*. Fibrous roots in channel
21*. Rooted plants in channel
22. Cra�sh
23. Bivalves '
24. Fish
10
, or
resent?
16.5
25. Amphibians
26. Macrobenthos (note diversity and abundance)
27. Filamentous algae; periphyton
28. Iron oxidizing bacteria/fungus
29*. Wetland plants in streambed
'Items 20-21 focus on the presence of upland piants, item 29 focuses on the presence
Jotes:
�0 �1 �2 �3
C,�O �1 �2 �3
�1.5 �1 00.5 {�0
�0 �0.5 �1 [?1.5
�0 �0.5 �}1 �1.5
�No=O �Yes= 1.5
�3 �2 i�1 �0
C}3 _ �2 �1 �0
�0 00.5 �}1 �1.5
�0 �1 �2 �3
�0 �0.5 �1 {�1.5
� 0 t� 0.5 � 1 O 1.5
� 0 �? 0.5 � 1 � 1.5
�0 C,i1 �2 {�3
�0 �i0.5 �1 �1.5
� FAC � FACW � OBL {� SAV (� Other
or wetland plants

f
North Carolina Division of Water Qu
Date: 7/3/2007
Evaluator: ESI
Total points:
Streams are at least intermiftent if 21
>=19 or perennial if >=30. `
a
- Stream Identification F;orm; Version 3.1
Project: ' Wi106-046.01,/ US17 Latitude:
Site: Stream 13 L_ongitude:
nty: Jones Co. Other:
A. Geomorphology subtotal = 7.5 `, ;�Abs,��i��� �� �;,,,,�,ak�� �,vMnt��jhate�r ����, #r;�n 3 �
1'. Continuous bed and bank C� 0 Q 1 O 2 � 3
2. Sinuosity � 0 � 1 � 2 Q 3
3. In-channel structure: riffle pool sequence � 0 i� 1 � 2 � 3
4. Soil texture or stream substrate sorting � 0 � 1 � 2 � 3
5. Active/relic floodplain � 0 � 1 {� 2 � 3
6. Depositional bars or benches � 0 � 1 C� 2 � 3
7. Braided channel - � � 0 � 1 � 2 � 3
8. Recent alluvial deposits � 0 �? 1 � 2 � 3
9*. Natural levees � � 0 � 1 � 2 (� 3
10. Headcuts . � C'� 0 � 1 O 2 f� 3
11. Grade controls � 0 � 0.5 � 1 � 1.5
12. Natural valley and drainageway � 0 � 0.5 {� 1 C� 1.5
13. Second or greater order channel on existinp USGS or NRCS
map or other documented evidence. � No = 0 � Yes = 3
'Man•made dilches are nol rated; see discussions in manuai
B. Hydrology subtotal = 8.5
14. Groundwater flow/discharge
15. Water in channel and >48 hrs since rain, or Water in chann
-. dry or growing season � '
16. Leaflitter
17. Sediment on plants
18. Organic debris lines or piles (wrack lines)
19. Hydric soils (redoxomorphic features) pre:
C. Biology � subtotal = 5
20". Fibrous roots in channel
21'. Rooted plants in channel
22. Cra�sh
23. Bivalves
24. Fish
25. Amphibians
26. Macrobenthos (note diversity and abundar
27. Filamentous algae; periphyton
28. Iron oxidizing bacteria/fungus
29* W tl d I
e an p ants in streambed
'Items 20-21 focus on lhe presence of upiand plants, item 29 focuses on lhe presence
I Ot@S:
�0 �1 {,�2 �3
�0 �1 C�2 �3
�}1,5 �1 �0.5 �0
�0 00.5 � O1 C�1.5
�0 �0.5 �•1 �1.5
C�No=O � �Yes=1.5
C�3 �2 � C31 {�0
�3' �2 {�1 �0
� 0 {� 0.5 �i 1 Q 1. 5
�0 C}1 �?2 Q3
�} 0 � 0.5 � 1 � 1.5
��0 �0.5 01 �1.5
�0 C�0.5 �1 �1.5
�0 (�1 '02 �}3
{�0 �0.5 �1 �1.5
{� FAC � FACW �} OBL � SAV � Other
or wetland planls

olina Division of Water Qualit
Date� 7l3/20C?
Evaluator. ESI
Total points'
Srreams are at least rnferm�ttenh! �a. �C
=!9orFerennialil>=30 �
- Stream Identifcation Fonr�, Version 3.1
?roject: Wi106-046.01i US17 Latitude:
Site: Stream i4 Longitude�.
County� Jones Co. Other
A. Geomorphology subtotal = 15.5 AbsenY Weak Moderate Strong
1'. Continuous bed and bank � 0 � 1 � 2 � 3
2 Sinuosity � 0 � 1 � 2 � 3
3. In-channel siructure: riffle pool sequence � 0 a 1 � 2 � 3
4. Soil teuture or stream substrete sorling � 0 0 1 � 2 0 3
5- Aclive/relic Floodplain � 0 Q 1 � 2 � 3
6. Depositional bars or benches � 0 � 1 � 2 � 3
7. Braided channel � 0 � 1 � 2 i� 3
8. Recent alluvial deposits � 0 0 1 � 2 � 3
9' Natural levees 0 0 � 1 0 2 � 3
10. Headcuts � 0 0 1 � 2 Q 3
11. Grade controls � 0 � 0 5 � 1 � 1 5
12 Natural valley and drainageway � 0 � 0 5 � 1 � 1 5
13 Second or greater order channel on existinq USGS or NRCS
map or other documented evidence. Q No = 0 � Yes = 3
'Man-maa= anc�es are no� raietl sae dismssons m.,ia iux
B. Hydrology subtotal = 5 5
14. Groundwater flowldischarge
15. Water in channel and >48 hrs since rain, or
- dry or growing season
16 Leaflitter
17. Sediment on planfs
18. Organic debris lines or piles (wrack lines)
t9. Hydric soils (redoxomorphic fea:ures) prese
C. Biology subtotal = 3 75
20'. Fibrous roots in channel
21' Rooted plants in channel
22. Crayfish
23. Bivalves
24, Fish
25. Amphibians
26. Macrobenthos (note diversity and abunda
27. Filamerrous algae; periphyton
28. Iron oxidizing bacteria/fungus
29'. Wetland plants in streambed
'llems ]0-�l !ocus on Ine p:esence of uDlantl planis. i�em 19 focuse
otes:
o�
�0 01 02 03
�0 �1 O2 O3
�1.5 01 005 00
�0 005 01 015
�0 �0.5 �1 �1.5
ONo=O �Yes=tS
03 02 C71 �0
C�3 �2 01 QO
DO DOS O1 015
�0 Q1 �2 �3
OO O05 O1 �15
�0 00.5 O1 O15
00 O05 O1 Q� 5
00 01 02 03
�0 D05 01 015
Q FAC Q FACW � OBL Q SAV O Cther
aquali�_ c! vmVantl p13n15

North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: Project: Latitude:
Evaluator: Site: % Longitude:
Total Points: Other
Stream is atleast inteimittent � County:
iI>_ 79 or erennial r2 30 a� e.g. Quad Name:
r,. �eomur now �auocoiai = � •+��n
1a. Continuous bed and bank 0
2. Sinuosity 0
3. In-channel structure: riffle-pool sequence 0
4. Soil texture or stream substrate sorting 0
5. Active/relic Floodplain 0
6. Depositional bars or benches 0
7. Braided channel
8. Recent alluvial deposits
9 a Natural levees K
10. Headcuts �'
11. Grade controls
12. Natural valley or drainageway 0
13. Second or greater order channel on exlstinq \,
USGS or NRCS map or other documented 1`
evidence. `
a Man-made ditches are not rated; see discussions in manual
B. H drolo Subtotal = v �
14. Groundwater flow/discharge 0
15. Water in channel and > 48 hrs since rain, or /'�
Water in channel -- d or rowin season l%
16. Leaflitter 1.5
17. Sediment on plants or debris
18. Organic debris lines or piles (Wrack lines) 0
19. Hydric soils (redoximorphic features) present?
C. Biology (Subtotal = L )
20°. Fibrous roots in channel 3
21°. Rooted plants in channel ( 3
22. Crayfish
23. Bivalves
24. Fish
25. Amphibians
26. Macrobenthos (note diversiry and abundance) 0
27. Filamentous algae; periphyton
28. Iron oxidizing bacteria/fungus. 0
29 °. Wetland plants in streambed FAC = 0
Items 20 and 21 /ocus on the presence of upland plants, Item 29 focu
Notes: (use 6ack side of this form for additional notes J
Moderate
�-�I
2
3
�
1 3
3
1 2 3
2 3
1 2 3
1 2 3
k os i i.s
0.5 1.5
=0� Yes=3
0.5
2 3
2 3
0.5 0
1.5
1 1.5
Yes = 1.5
1
1
0.5 1
1 2
0.5 1
0.5 1
0.5 1
7 2
0.5 1
= 07 ; OBL = 1.5 SAV = 2.Q �
sence of aqua[ic or wetland plants.
Sketch:
0
1.5
3
1.5
1.5
1.5
3
1.5

North Carolina Division of
Date: 7/3/2007
Evaluator: ESI
Total points:
Streams are at leasl mtermilre��! �l
23
� Stream Identification Form; Version 3.1
Project: Wi106-046.01/ US17 Latitude:
Site Stream 15/30 Longitude:
Counry. Jones Co. Other:
A. Geomorphology subtotal = 12 Absent Weak Moderate Stron
1". Continuous bed and bank Q 0 O 1 O 2 � 3
2. Sinuosity � 0 � 1 � 2 � 3
3 In-channel strucWre: riffle pool sequence � 0 Q 1 � 2 � 3
4. Soil texWre or stream substrate sorting � 0 � 1 ❑ 2 Q 3
5. Active/relic floodplain � 0 0 1 � 2 � 3
6. Depositional bars or benches � 0 � 1 � 2 � 3
7. Braided channel � 0 � 1 Q 2 Q 3
8. Recent ailuvial deposits 0 0 � 1 d 2 � 3
9'. Naturel levees Q 0 � 1 Q 2 Q 3
10 Headcuts � D � 1 Q 2 � 3
71. Grade conirols � 0 � 0.5 � 1 Q 1.5
12. Nalural valley and drainageway � 0 � 0.5 0 1 � 1.5
73. Second or greater order channei on existinq USGS or NRCS
map or other documented evidence. � No = 0 0 Yes = 3
'pAan-ma�=_ �]Aches are nol ra:e�1 see tlrs<ussions m manua�
B. Hydrology
14. Groundwa�er flow/discl
15. Water in channel and =
- dry or growing season
16. Leaflitter
17. Sediment on plants
18. Organic debris lines or
19. Hvdric soils (redoxomo
subtotal = 6
i
C. Biology subtotal = 5
20`. Fibrous roots in channel
21' Rooted planis in channel
zz aayr5n
23_Bivalves
2a. F�Sn
25. Amohibians
Filamentous
Iron oxidizin�
I plaMs in streambed
en Ihe presence ol uplana plar
lotes
and abu
00 01
or Waterin channel
d' 0 � 1
01-5 O�
00 OOs
OO O05
Sent� � NO = 0
V3
�3
00
Oa
00
00
ce) O 0
00
�0
O FAC (
on I�p presence 01 apualic >� wElla'10 VI3nl5
�2
o�
Oos
ii 1
Oos
Oos
Oas
Q1
Oos
FACW C
02 a3
02 03
Oos Oo
Oi Ois
01 01 5
� Yes = 1 5
01 p0
o, o0
O� Ois
02 03
Oi Ois
Oi Ois
O1 O15
�2 �3
�i O15
OBL Q SAV � Other

North Carolina Division of Water Qua
Date: 8/22/2007
Evaluator: ESI
Total points:
Streams are at least intermittent i1 � 3
>-1 Q nr naronnia l if >c7n
- Stream Identification Form; Version 3.1
Project: Wi106-046.01/ US17 Latitude:
Site: Stream 16 Longitude:
County: Jones Co. Other:
A. Geomorphology subtotal = 8.5 �,SA�bs�r�t,�!�u �;���,We�l�`��� ��Moderafe,;� Str�ong,�Kr:�
1*. Continuous bed and bank � 0 C} 1 {� 2 � 3
2. Sinuosity � 0 {� 1 � 2 � 3
3. In-channel structure: riffle pool sequence � 0 � 1 �} 2 � 3
4. Soil texture or stream substrate sorting � 0 � 1 � 2 � 3
5. Active/relic floodplain � 0 �} 1 {� 2 C� 3
6. Depositional bars or benches � 0 � 1 � 2 � 3
7. Braided channel � 0 �} 1 � 2 i� 3
8. Recent alluviai deposits � 0 {� 1 �} 2 � 3
9*. Natural levees � 0 � 1 � 2 � 3
10. Headcuts � 0 C� 1 �} 2 {� 3
11. Grade controls � 0 � 0.5 {� 1 (� 1.5
12. Natural valley and drainageway � 0 � 0.5 � 1 � 1.5
13. Second or greater order channel on exfstinq USGS or NRCS
map or other documented evidence. �} No = 0 � Yes = 3
'Man-made ditches are not rated; see discussions in manual �
B. Hydrology subtotal = 3.5
14. Groundwater flow/discharge
15. Water in channel and >48 hrs since rain,
- dry or growing season
16. Leaflitter
17. Sediment on plants
18. Organic debris lines or piles (wrack lines
19. Hydric soils (redoxomorphic features) pr�
C. Biology subtotal = 1
20". Fibrous roots in channel
21'. Rooted plants in channel
22. Crayfish
23. Bivalves
24. Fish
25. Amphibians
26. Macrobenthos (note diversity and abund
27. Filamentous algae; periphyton
28. Iron oxidizing bacteria/fungus
29'. Wetland plants in streambed
'llems 20-21 (ocus on lhe presence of upland plants, item 29 focu:
Jotes:
C�0 �}1 �2 �3
or Water in channel
�0 {�1 �2 �3
�}1.5 �'31 {�0.5 �0
C'3 0 �} 0. 5 � 1 �i 1. 5
�0 �0.5 �1 �}1.5
ent? � No = 0 �} Yes = 1.5
i]3 �2 �}1 �0
Q3 �2 C�1 �0
�0 �0.5 �1 �1.5
�0 �1 �2 i�3
�0 �0.5 C�1 {]1.5
�0 �0.5 �1 �1.5
ice) �} � �} 0.5 C� 1 �{� 1.5
�0 �1 �2 �3
�0 �0.5 �1 �1.5
{� FAC � FACW � OBL � SAV C} Other
on the presence of aqualic or wetland plants

North Carolina Division of Water Quality - Stream Identification Form; Ve
Date: 6/25/2007 Project: Wi106-046.09/ US-17
Evaluator: ESI Site: Stream 17
Total points:
Streams are at least intermittent if County: Craven/Jones Co.
�_�on�.,o.o�.,���rr�-�n 45,25
n 3.1
Latitude:
Longitude:
Other:
A. Geomorphology subtotal = 23 ����,b;'y���nf�,;;rd�k��U�t�k ,���„ItY7fb��#���fe��'�����t�''�� ��
1*. Continu�us bed and bank � 0 � 1 �� 2 � 3
2. Sinuosity O 0 � 1 Q' 2 � 3
3. In-channel structure: riffle pool sequence � 0 � 1 � 2 � 3
4. Soil texture or stream substrate sorting �3 0 � 1 � 2 � 3
5. Active/relic floodplain � 0 � 1 � 2 � 3
6. Depositional bars or benches � 0 �} 1 � 2 (� 3
7. Braided channel � 0 � 1 � 2 � 3
8. Recent alluvial deposits � 0 � 1 � 2 � 3
9*. Natural levees . � 0 O 1 {� 2 � 3
10. Headcuts � 0 O 1 � 2 O 3
11. Grade controls � 0 � 0.5 � 1 � 1.5
12. Natural valley and drainageway � 0 �} 0.5 � 1 {� 1.5
13. Second or greater order channel on existinq USGS or NRCS
map or other documented evidence. � No = 0 �} Yes = 3
'Man-made ditches are not rated; see discussions in manual
B. Hydrology
14. Groundwater flow/di
15. Water in channel ar
subtotal = 10
irge
8 hrs since rain, or Water
- dry or_growing s'eason
16. Leaflitter
17. Sediment on plants
18. Organic debris lines or piles
19. Hvdric soils (redoxomorohic
C. Biology subtotal = 12.25 .
20', Fibrous roots in channel
21*. Rooted plants in channel
22. Cra�sh
23. Bivalves
24. Fish
25. Amphibians
26. Macrobenthos (note diversity and abund
27. Filamentous algae; periphyton
28. Iron oxidizing bacteria/fungus
29*. Wetland plants in streambed
9lems 20-21 focus on the presence of upland plants, item 29 focu:
Notes:
�0 �1 �2 C�3
nel
�0 �1 �2 �3
�1.5 �1 �0.5 �0
� 0 �� 0.5 � 1 � 1.5
{� 0 C� 0.5 � 1 � 1.5
�No=O �Yes=1.5
on the presence of aqualic
C�3 [}2 C}1 �0
{�3 {�2 �1 �0
�0 �0.5 �1 . �1.5
�0 �1 �2 �3
�0 C�0.5 �1 �1.5
�0 ' �0.5 �1 �1.5
�0 �0.5 C�1 t�1,5
�0 �1 �}2 �3
�} 0 �3 0.5 �} 1 � 1.5
C� FAC � FACW O OBL �} SAV O Other

North Carolina Division of Water Qua
Date: 7/3/2007
Evaluator: ESI
Total points:
streams are at least intermittent i/ 21.5
>_ � o �. ,,A.p�,,;�rrr �_an
A. Geomorphology subtotal =
1*. Continuous bed and bank
2. Sinuosity
3. In-channel structure: riffle pool seque
4. Soil texture or stream substrate sortin
5. Active/relic floodplain
6. Depositiunal bars or benches
7. Braided channel
8. Recent alluvial deposits
9*. Natural levees
10. Headcuts
11. Grade controls
12. Natural valley and drainageway
13. Second or greater order channel on
map or other documented evidence.
'Man-made dilches are not raled; see discussions in manual
B. Hydrology subtotal =
14. Groundwater flow/discharge
15. Water in channel and >48 hrs since
- dry or growing season
- Stream Identification Form; Version 3.1
Project: Wi106-046.01% US17 Latitude:
Site:' Stream 20 Longitude:
County: Jones Co. Other: �
;istin4 USGS or NRCS
6.5
in, or Water in channe
16. Leaflitter �
17. Sediment on plants
18. Organic debris lines or piles (wrack lines)
19. Hvdric soils lredoxomorohic featuresl nres�
C. Biology subtotal = 6
20'. Fibrous roots in ehannel
21 *. Rooted plants in channel
22.. Cra�sh `
23. Bivalves
24. Fish
25. Amphibians �
26. Macrobenthos (note diversity and abuntlance
27. Filamentous algae; periphyton
28. Iron oxidizing bacteria/fungus
•� �
•� �
•� �
•� �
O 1 �
�� �
O 1 �
O 1 �
O 1 �
O 1 �
O 1 • 1
• � • �
O • 1
�0 �1
�0 �1
� 1.5 {� 1
�0 �0.5
�0 �0.5
�No=O
�2 �3
a2 �3
U2 �3
C}2 �3
C}2 . 03
{�2 �3
�2 �3
�2 �3
�2 �3
�2 �3
�1 �1.5
{�1 �1.5
�Yes=3
{�2 �3
�2 �3
� 0.5 � 0
�1 C�1.5
�}1 �1.5
� Yes = 1.5
�33 �2 {� 1 �0
� 3 {� 2 �} 1 {� 0
�0 {�0.5 �1 �}1.5
�0 O1 �2 �3
{� 0 �} 0. 5 � 1 �} 1. 5
�0 �0.5 �1 �1.5
) �0 �0.5 �1 �1.5
{�0 Q1 C�2 �3
�0 C}0.5 �1 �}1.5
29*. Wetland plants in streambed {� FAC � FACW � OBL � SAV i� Other
'Items 20-21 focus on the presence of upland plants, item 29 focuses on the presence of aquatic or wetland plants
Jotes:

North Carolina Division of Water Qual
Date: 7/3/2007
Evaluator: ESI
Total points:
streams are at least intermittent if 8.75
>=19 or perennial if >=30.
- Stream Identification Form; Version 3.1
Project: Wi106-046.01/ US17 Latitude:
Site: Stream 21 Longitude:
unty: Jones Co. Other:
B. Hydrology subto4al = 2
14. Groundwater flow/discharge
15. Water in channel and >48 hrs since rain, or
- dry or growing season
16. Leaflitter
17. Sediment on plants
18. Organic debris lines or piles (wrack li
19. Hydric soils (redoxomorphic features
C. Biology subtotal =
20*. Fibrous roots in channel
21 *. Rooted plants in channel
22. Cra�sh
23. Bivalves
24. Fish
25. Amphibians
26. Macrobenthos (note diversity and abi
27. Filamentous algae; periphyton
28. Iron oxidizing bacteria/fungus �
29*. Wetland plants in streambed
'Items 20-21 focus on Ihe presence o( upland plants, item 29 I
Notes:
nt?
C3 2 C} 3
�2 �3
�30.5 �0
�1 C}1.5
�1 �1.5
C� Yes = 1.5
1.75
� �3 �2 �1 � {�0
{�3 �2 �}1 �0
i�0 �0.5 �1 �}1.5
�0 C�1 �2 �3
C�0 �0.5 �1 �1.5
�0 �0.5 �1 C�1.5
dance) � 0 � 0.5 C? 1 � 1.5
�0 Q1 �72 Q3
�0 �0.5 �1 01.5
C� FAC {� FACW {� OBL �} SAV Q Other
uses on the presence of aquatic or wetland plants
�

North Carolina Division of Water Qu,
Date: • 7/3/2007
Evaluator: ESI
Total points: �
Streams are at (east intermittent if '$
�_ 10 nc nnronni� I if e- On
- Stream Identification Form; Version 3.1
Project: Wi106-046.01/ US17 Latitude:
Site: Stream 22 Longitude:
nt,y: Jones Co. Other:
A. Geomorphology subtotal = 6 ;,x�Ab�sefi� �� �i�� ,,��.;,;i�� � •C�f�ider�,��e � � y�i'y�t��rt ;��i
4`. Continuous bed and bank � 0 C� 1 � 2 C� 3
2. Sinuosity � 0 � 1 � 2 � 3
3. In-channel structure: riffle pool sequence � 0 � 1 � 2 � 3
4. Soil texture or stream substrate sorting � , � 0 � 1 � 2 � 3
5. Active/relic floodplain ' � 0 {� 1 � 2, � 3
6. Depositional bars or benches � 0 Q 1 � 2 �} 3
7. Braidetl channel . � 0 � 1 �,2 Q 3
8. Recent alluvial deposits � 0 � 1 {� 2 � 3
9*. Natural levees � 0 � 1 O 2 � 3
10. Headcuts ,� 0 � 1 �} 2 � 3
11. Grade controls, � 0 � 0.5 � 1 � 1.5
12. Natural valley and drainageway � 0 � 0.5 � 1 � 1.5
13. Second or greater order channel on existinq USGS or NRCS
map or other documented evidence. {� No = 0 �� Yes = 3
'Marnmade dilches are nol reted; see discussions in manual
B. Hydrology'
14. Groundwater flow/di
15. Water in channel ar
subtotal = 5
rs smce rain, or
- dry or growmg season
16. Leaflitter
17. Sediment on plants
18. Organic debris lines or piles (wrack lines
19. Hydric soils (redoxomorphic features) pri
C. Biology su'btotal = 7
20". Fibrous roots in channel
21 *. Rooted plants in channel
23. Bivalves
24. Fish
25. Amphibians
26. Macrobenthos (note diversity and abunda
27. Filamentous algae; periphyton
28. Iron oxidizing bacteria/fungus
29`. Wetland plants in streambed
'Items 20-21 focus on the presence of upland plants, item 29 (ocuse
Notes:
�0 �1 �2 �3
r in channel
�0 �1 �2 �3
�1.5 �1 C?0.5 �0
�'0 ' �0.5 �1 �1.5
�0 00.5 �1 �1.5
�No=O �Yes= 1.5
on the presence of
�3 �2 �1 �0
C}3 �2 �1 �0 ,
�0 •" , �0.5 i�1 (j1.5
{�0 �1. C}2 C�3
�0 �0.5 �1 �?1.5
�'}0 �0.5 �1. �1.5
C�}0 �0.5 �1 �1.5
�0 C�1 �2 �3
�0 �0.5 �1 �1.5
Q FAC U FACW � OBL {� SAV O Other

North Carolina Division of Water
Date: 6/25/2007
Evaluator: ESI
Total points:
- Stream Identification Form; Version 3.1
Project: Wi106-046.01/ US17 Latitude:
Site: Stream 23 Longitude:
Streamsareatleastintermittentif ICounty: Jones Co. Other:
>=19 or perennia! if >=30. 7• 75 ` ' �
B. Hydrology subtotal = 4
14. Groundwater flow/discharqe
� 5. water in channel and >48 hrs since rain, or
- dry or growing season
16. Leaflitter
17. Sediment on plants
18. Organic debris lines or piles (wrack lines)
19. Hydric soils (redoxomorphic features) prese.
C. Biology subtotal = 1.75
20*. Fibrous roots in channel
21 *. Rooted plants in channel
22. Cra�sh
23. Bivalves '
24. Fish
25. Amphibians
26. Macrobenthos (note diversity and abundance)
27. Filamentous algae; periphyton
28. Iron oxidizing bacteria/fungus
29`. Wetland plants in streambed
Items 20-21 focus on the presence of upland plants, item 29 (ocuses on lhe presence of
Notes:
�0 �1 {�2 �}3
�0 �1 �2 �3
�1.5 �1 C�.0.5 'l�0
i� 0 O 0. 5, C} 1 �i 1. 5
�}0 �0.5 �1 �1.5
� No = 0 {� Yes = 1.5
�3 �2 �1 �0
�}3 {�2 �1 C�0
�0 �00.5 �1 Q1.5
�0 �,i1 O2 (�3
�0 C�0.5 �1 (�1.5
�}0 i�0.5 Q1 �1.5
�0 �0.5 �1 (�1.5
� 0 (� 1 C,i 2 (� 3
�}0 �0.5 �1 �1.5
O FAC � FACW Ci OBL �} SAV {� Other
or wetland plants

North Carolina Division of Water Qua
Date: 7/3/2007
Evaluator: ESI
Total points:
streams are at /east intermittent if 19 :
>_19 nr naronninl ;f �v�n
- Stream Identification Form; Version 3.1
Project: Wi106-046.01/ US17 Latitude:
Site: Stream �24 Longitude:
nty: Jones Co. Other:
A. Geomorphology subtotal = 8.5 ,� �lijsen„�����,���� �,���e�`r�t� �.�,,,_,:� ron , �
1'. Continuous bed and �bank � � 0 � 1 � 2 � 3
2. Sinuosity � � 0 O 1 C} 2 G 3.
3. In-channel structure: riffle pool sequence � 0 � 1 Q 2 � 3
4. Soil texture or stream substrate sorting � 0 {� 1 �} 2 {� 3
5. Active/relic floodplain � 0 � 1 �} 2 Q 3
6. Depositional bars or benches C� 0 � 1 � 2 � 3
7. Braided channel {� 0 � 1 � 2 � 3
8. Recent alluvial deposits � 0 {� 1 �} 2 � 3
9*. Natural levees . C�7 0 � 1 f� 2 � 3
10. Headcuts C� 0 � 1 � 2 � 3
11. Grade controls � 0 � 0.5 � 1 � 1.5
12. Natural valley and drainageway � 0 � 0.5 �} 1 � 1.5
13. Second or greater order channel on existinq USGS or NRCS
map or other documented evidence. �? No = 0 � Yes = 3
'Man-made ditches are not rated; see discussions in manuai
B. Hydrology subto#al = 6.5
14. Groundwater flow/discharae
� a. vva�er m cnannei ana >4ts nrs since rain, or W
- dry or growing season
16. Leaflitter
17. Sediment on plants
18. Organic debris lines or piles (wrack'lines)
19. Hydric soils (redoxomorphie features) present?
C. Biology subtotal = 4
20*. Fibrous roots in channel
21 •. Rooted plants in channel
22. Cra�sh
23. Bivalves
24. Fish �
��. Hmpni�ians
26. Macrobenthos (note diversity and abun
27. Filamentous algae; periphyton
28. Iron oxidizing bacteria/fungus
29*. Wetland plants in streambed
'ltems 20-21 focus on lhe presence of upland plants, item 29 foc
Notes:
�
�0 01 {�2 C�3
n channel -
�0 �1 {�2 �3
�1.5 C�1 �0.5 �}0
{�0 �0.5 �}1 C�1.5
�0 {�0.5 �1 �1..5
�No=O {�Yes=1.5
on the presence of
�3 Q2 �1 {�0
�3 {�2 �1 �0
�0 �0.5 �1 Q1.5
�0 �1 �2 O3
� 0 �} 0.5 � 1 � +C�} 1.5
�0 �0.5 {�'1 �}1.5
{�0 �0.5 �1 �1.5
{� 0 �} 1 � 2 C] 3
�0 Q0.5 �1 �1.5
Q FAC Q FACW � OBL Q SAV � Other
or wetland plants

North Caroiina Division
Date: 7/3/2007
Evaluator ESI
drC af IeaS! mfermrtfenf d ��
�erennral It >=30
� Stream Identification Form�, Version 3.1
Project Wi106-046.01/US17 Latitude�
Site�. Stream 26 Longitude:
Countv: Jones Co. Other:
A. Geomorpholog subtotal = 7S Absent Weak � Moderate Stron
1`, Continuous bed and bank � 0 � 1 O 2 � 3
2. Sinuosity � 0 �"I 0 2 � 3
3. In-channel structure�. riffle pool sequence � 0 � 1 � 2 � 3
4. Soil tezture or stream substrate sorting � 0 � 1 � 2 0 3
5. Active/re:ic floodplain � 0 � 1 � 2 � 3
6. Deposilional bars or benches � 0 0 1 � 2 � 3
7 Braided channel O o O � O z O 3
B. Recent alluvial deposits � 0 � 1 d 2 � 3
9`. Natural levees � 0 � 1 � 2 � 3
10. Headcuts � 0 � 1 � 2 G 3
11. Grade controls 0 0 0 0.5 � 1 � L 5
12. Natural valley and drainageway � 0 i� 0.5 0 1 0 1.5
13. Second or greater order channel on existinq USGS or NRCS
map or other documented evidence. No = 0 �e5-��3
'Mammace 4ilches are nol �aled see tliscussmns m manual
B. Hydrology
14. Groundwater
15. Water in chai
subtotal = 6
nce rain, or
16. Leaflitter
17. Sediment on plants
18. Organic debris lines or piles (wrack Iines)
19 Hydric soils (redoxomorphic features) pre
C. Biology subtotal = 3 5
20'. Fibrous rools in channel
21`. Rooted plants in channel
22. Cravfsh
Fish
26. Macrobenthos (note diversity and
27. Filamentous algae; periphyton
28 Iron oxidizing bacteria/fungus
29'. WeUand plants in streambed
'I;ems 20-i1 la-.us on iM1e presenw of uC�anO pianls i�e
otes
�0 �1 �2 ��
0 0 a 1 0 2 O 3
015 01 005 UO
DO O05 O1 O15
Oo io.s o� oa�
ONo=O OYes=15
�3 �2 �1 �0
03 02 01 �0
�0 �0.5 01 015
00 01 02 03
Oo 005 0� o,s
00 O05 O1 O15
Ce� Oo Oos Oi Ois
d0 �1 02 03
�0 d0.5 01 Ot5
� FA.r, � FACW � OBL Q SAV O Other
on �he presence o! aquauc or Heila�A F�aMs

North Carolina Division of Water
Date: 7/3/2007
Evaluator ESI
are aneasrmrerm�lrent �� � -�
Je/enmal A>=30
- Stream Identification Form; Version 3.1
Project: Wi106-046.01iUS17 Latitude:
Site: Siream 27 Longitude�
Jones Co Other.
A. Geomorphology subrotal = 1.5 Absent Weak Moderete � Stton
�'. Continuous bed and bank � 0 � 1 � � 2 � 3
2. Sinuosily � 0 � 1 0 2 � 3
3. In-channel structure� riffle pool sequence � 0 � 1 � 2 � 3
4. Soil teuture or stream substrete sorting � 0 � 1 � 2 � 3
5. Active/re'ic floodplain � 0 � 1 � 2 � 3
6. Depositional bars or benches � 0 Q 1 0 2 d 3
7. Braided channel Q 0 � 1 C� 2 d 3
8 Recent alluvial deposits � 0 � 1 � 2 � 3
9'. Natural levees � 0 0 1 � 2 � 3
10 Headcuts � 0 � 1 Q 2 � 3
11 Grade controls � 0 � 0 5 � 1 � 1 5
12. Natural valley and drainageway � D d 0 5 � 1 � 1 5
13. Second or greater order channel on exiStinq USGS or NRCS
map or other documented evidence. � No = 0 � Yes = 3
'Man-mada tlikhes are nnl �aLd saF tliscussions in manva'�
B.Hydrology
14. Groundwa�er Flow/disct
15. Water in channel and -
I- dry or growing season
�16 Leaflitter
17. Sediment on plants
18. Organic debris lines or
19 Hydric soils (redoxomo
C. Bioloav
subtotai = 3
20'.Fibrousrootsin channel
21' Roo�ed plants in channe
22. Crayfsh
23 Bivalves
24. Fish
note
Filamentous a
1= OS
and
or
00 01
n channel
O 0 CY 1
(�15 01
0o Oos
�0 O05
ONo=O
29'. Wet�and plants in streambed �
'I�ems 20:'� lows on IM1e presence ol uGlantl planls. i�em 29 bcusas on Ihe presence of aqval��z nr
Notes.
�2 O3
�2 �3
�0.5 (70
01 O�5
0 1 � 1 5
OYes=15
� 3 �2 0 1
�3 �2 �1
�0 �OS 01
00 01 Q2
�0 O05 O�
�0 �O5 �1
00 005 01
00 �1 �2
QO �05 �1
3 FAC O FACW O OBL Q SAV
00
00
� 1 5
03
� 1 5
O15
O�s
Q3
O�s
� otner

Carolina Division of Water Quali
7!3/2007
ator ESI
poinis:
are at leasl mtermrrcent I/ 24 75
or.P���ar n>-�n
- S!ream Identification Form; Version 3.1
Project Wi106-046.01/ US17 Latitude:
Site: Stream 28 Longitude:
County: Jones Co. Other.
� / �. ��Absent �.. Weal
�! o-- O 0 O �
Q 00 01
� 0o O�
O 0 0 1
�0 01
fl0 �1
00 0,
DO 01
00 0,
�0 01
o� �0 �05
� o0 oos
5 or NRCS
n cNo=o
A. Geomorphology subtotal = 15.5
1'. Continuous bed and bank
In-channel structure riNle
Soil texture or stream sub
Active/relic iloodplain
7. Breided channel
8. Recent alluvial deposits
9', NaWrai;evees
10. Headcuts
11. Grade wntrols
12 Natural valley and drainageway
13. Second or greater order channel on existinc
map or other documented evidence.
'Man-maoe ai�c�es ar= noi raietl see a�smss�ons �n manuai
B. Hydrology su6total = 5.5
14. Groundwater flow/discharge
15. Water in channel and >48 hrs since rain, or
- dry or growing season
16 Leaflitter
17. Sediment on plants
18. Organic debris Iines or piles (wrack lines)
19. Hvdric soils lredoxomorohic feahirecl nrvice
subtotal = 375
20'. F�brous roots in channel
21'. Rooted plants in channel
22. Crayfsh
23. Bivalves
24 Fish
bians
diversitv and
Filamentous algae; periphytor
Iron oxidizing bacterialfungus
Welland plants in streambed
� 20-: t locus on ine presence ol uplantl pian
lotes
� 00 01
annel
00 01
015 Ot
OO O05
5 00 oo.s
� C3No=0
� V3
CG3 �2
�0 O05
00 01
OO O05
�0 005
�ce) � 0 � O S
�0 �1
OO O05
�j O FAC Q FACW C
on Ihe presen<e ot aqualic or �xeiJand plams
CJ2 V3
02 03
oz o3
�2 03
(72 03
02 03
�2 �3
�2 03
� 2 I�
�2 �3
�1 015
o, o, 5
�Yes=3
C3 2 V 3
�2 03
Oos Oo
01 015
Oi Ois
O Yes = 1.5
o, o0
O� Oo
O1 O15
�2 �3
0 1 � 1 5
� 1 � 1 5
01 015
�2 �3
�1 �15
OBL (� SAV � Other
Ol
�
�•�
1��

1
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: Project: Latitude:
Evaluator: Site: ZE Longitude:
Total Points: Other
Stream is at leas! intermittent County:
i2 79 or eiennial rl>_ 30 e.q. Quatl Name:
A. Geomorpholo (subrotal = )
1'. Continuous bed and bank
2. Sinuosity
3. In-channel structure: riffle-pool sequence
4. Soil texture or stream substrate sorting
5. Active/relic Floodplain
6. Depositional bars or benches
7. Braided channel
8. Recent alluvial deposits
9� Natural levees
10.Headcuts
11. Grade controls
12. Natural valley or drainageway
13. Second or greater order channel on existinq
USGS or NRCS map or other documented
evidence.
Man-made ditches are not rated; see discussions in manual
B. H drolo y (Subtotal = �
14. Groundwater flow/discharge
15. Water in channel and > 48 hrs since rein, or
Water in channel - d or rowin season
16. Leaflitter
17. Sediment on plants or debris
18. Organic debris lines or piles (Wrack lines)
19. Hydric soils (redoximorphic features) present?
Moderate
2
2
2
2
2
2
z
2
2
1
1
Yes = 3
3
3
3
3
3
3
3
3
3
3
1.5
1.5
0 1 2 3
0 1 2 3
5 1 0
II 0. 1 7.5
0 1 1.5
No = Oi Yes = 1.5
C. Biology (Subtotal = � )
20°. Fibrous roots in channel 2 1
27°. Rooted plants in channel
22. Crayfish 0.5 -+� 1
23. Bivalves 1 � 2
24. Fish 0.5 1
25. Amphibians 0.5 1
26. Macrobenthos (note diversity and abundance) 0.5 1
27. Filamentous algae; periphyton 0 1 2
28. Iron oxidizing bacteria/fungus. 0.5 1
29 °. Wetiand plants in s[reambed FAC = 0.5; FACW = 075; OBL = 1.5 SAV = 2.0; (
Items 20 and 21 �ocus on the presence of upland plants, Item 29 focuses on [he presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)
0
0
1.5
3
1.5
1.5
1.5
3
1.5

North Carolina Division of Water
Date: 7/3/2007
' '� Evaluator: ESI
�y
,,.
Total points: '
- Stream Identification For,m; Version 3.1
Project: Wi106-046.01/ US17 Latitude:
Site: Stream 29 Longitude:
ICount : Jones Co. Other:
Streams are at least infermiMent if 10.75 Y
>=19 or nerennial if >=30
A. Geomorphology subtotal = 2.5 �,�,,�k�b�en�� ������%�f�ak���,C�foc�e Le s��trong��'
1*. Continuous bed and bank � 0 � 1 � 2 Q 3
2. Sinuosity � 0. {� 1 � Q 2 {� 3
3. In-channel structure: riffle pool sequence � 0 � 1 � 2 � 3
4. Soil texture or stream substrate sorting ' • � 0 � 1 � 2 Q 3
5. Active/relic floodplain � � � 0 � 1 � 2 Q 3
6. Depositional bars or benches � 0 � 1 i� 2 Q 3
7. Braided channel '�� � 0 � 1, Q 2 • � 3
8. Recent alluvial deposits � 0 Q 1 � 2 � 3
9`. Natural levees � 0 � 1 � 2 � 3
10. Headcuts � 0 � 1 {� 2 � 3
11. Grade controls � 0 �} 0.5 � 1 � 1.5
12. Natural valley and drainageway � 0 � 0.5 � 1 � 1.5
13. Second or greater order channel on existinp USGS or NRCS
map or other documented evidence. � No = 0 � Yes = 3
'Man-made ditches are not rated; see discussions in manual
B. Hydrology subtotal = 3.5
14. Groundwater flow/discharge
15. Water in channel and >48 hrs since rain, or Water in
- dry or growing season
�16. Leaflitter �
17. Sediment on plants
18. Organic debris lines or piles (wrack lines)
19. Hydric soils (redoxomorphic features) present?
C. Biology subtotal = 4.75
20*. Fibrous roots in channel
21*. Rooted plants in channel �
22. Cra�sh
23. Bivalves
24. Fish
25. Amphibians
26. Macrobenthos (note diversity and abundance)
27. Filamentous algae; periphyton
28. Iron oxidizing bacteria/fungus
29*. Wetland plants in streambed
'Items 20-21 focus on the presence of upland plants, item 29 focuses on Ihe presence
Notes:
�0 C}1 �2 �}3
i�0 �1 �2 Q3
�} 1.5 � 4 � 0.5 � 0
�0 C}0.5 �1 [}1.5
� 0 i] 0. 5 �} 1 �} 1. 5
� C7No=0 �Yes=1.5
�3 �32 �1 QO
�}3 C�2 C�1 �0
C�0 �0.5 01 Q1.5
�0 �1 �i2 . �J3
�0 00.5 �1 �1.5
C� 0 � 0.5 O 1 � 1.5
{� 0 �? 0.5 {� 1 {� 1. 5
�0 �1 �2 �3
�0 �0.5 C�1 �1.5
� FAC � FACW � OBL � SAV Ci Other
or wetland plants
�

North Carolina Division of Water Quality
Date: 7/3/2007
Evaluator: ESI �
Total points:
Streams are at /east intermittent il 8
' >=19 or erennial ih=30.
A. Geomorphology subtotal =
1'". Continuous bed and bank
2. Sinuosity
3. In-channel structure: riffle pool sequei
4. Soil texture or stream substrate sortin
5. Active/relic floodplain
6. Depositional bars or benches
7. Braided channel
8. Recent alluvial deposits
9`. Natural levees
10. Headcuts
11. Grade controls
12. Natural valley and drainageway
13. Second or greater o�der channel on ,
map or other documented evidence.
'Man-made dilches are nol raled; see discussions in manual
B. Hydrology subtotal =
14. Groundwater flow/discharge
15. Water in channel and >48 hrs since
- dry or growing season
- Stream Identification.Form; Version 3.1
Project: Wi106-046.01/ US17 Latitude:
Site: Stream 31 Longitude:
County: Jones Co. Other
1.5
, or
or
16. Leaflitter
17;..Sediment on plants
18. Organic debris lines or piles (wrack lines)
19. Hydric soils (redoxomorphic features) present?
C. Biology subtotal = 0.5
20*. Fibrous roots in channel
21*. Rooted plants in channel
22. Cra�sh
23. Bivalves
24. Fish
25. Amphibians -
26. Macrobenthos (note diversity and abundance)
27. Filamentous algae; periphyton
28. Iron oxidizing bacteria/fungus
29•. Wetland plants in streambed
'Items 20-21 focus on the presence of upland plants, item 29 focuses on the presence
� 0 C� 1
�}0 �1
� 0 �} 1
�0 �1
�0 O1
�0 �1
�0 �1
� 0 � �1
{� 0 O 1
{�0 �1
�0 �0.5
�0 �0.5
QNo=O
�0 �1
annel
�0 �1
� 1.5 {� 1
�0 �0.5
�0 �0.5
�No=O
Q2 �3
�2 �3
02 �3
�2 �3
�2 �3
C}2 �3
Q2 �3
O2 �3
�2 {�3
�2 �3
C}1 {�1.5
�1 �1.5
{� Yes = 3
�2 �3
{�2 "C�3
� 0.5 {� 0
�1 �1.5
�1 �1.5
� Yes = 1.5
�3 �2 {�1 �}0
O3 t�2 {�1 �0
�0 �0.5 C�1 �1.5
{�0 C�1 �2 �3
�0 �0.5 �1 {�1.5
�0 {�0.5 �1 �1.5
C� 0 � 0.5 � 1 � 1.5
�0 �1 O2 �3
�0 �0.5 �1 �1.5
{� FAC Q FACW Ci OBL �} SAV C? Other
or wetland plants ,
lOtOS: .
�

North Carolina Division of Water Q�
Date: 7/3/2007
Evaluator: ESI
Total points:
streams are at least intermittent il 5
>=19 or perennial if >=30.
- Stream Identification Form; Version 3.1
Project: . Wi106-046.01/ US17 Latitude:
Site: Stream 32 Longitude:
County: Jones Co. Other:
A. Geomorphology subtotal =. 2 �,,;�=q�b�sent��,��� Ui�eak;„��`„,,;oclerai���;��,�trong.�`e
1*. Continuous bed and bank , � 0 � 1 � 2 � 3
2. Sinuosity � 0 � 1 � 2 � 3
3. In-channel structure: riffle pool sequence ' •� 0, � 1 �} 2 �} 3
4. Soil texture or stream substrate sorting � 0 � 1 � 2 Q 3
5. Active/reiic floodplain � 0 Q 1 � 2 � 3
6. Depositional bars or benches � 0 Q 1 � 2 � 3
7. Braided channel {� 0 (� 1 {� 2 � 3
8. Recent alluvial deposits �} 0. � 1 � 2 � 3
9*. Natural levees � 0 � 1 {� 2 � 3
10. Headcuts � 0 � 1 � 2 Q 3
11. Grade controls �} 0 � 0.5 �} 'I �} 1.5
12. Natural valley and drainageway � 0 i� 0.5 � 1 � 1.5
13. Second or greater order channel on existinq USGS or NRCS
map or other documented evidence. � No = 0 � Yes = 3
�
'Man-made ditches are not rated• saa rlicr� ��o�r,.,� �� ,,,�.,�,�i
B. Hydrology subtotal =
14. Groundwater flow/discharge
15. Water in channel and >48 hrs sinc�
- dry or growing season
16. Leaflitter
17. Sediment on plants
18. Organic debris lines or piles (wracN
19. Hydric soils (redoxomorphic featurE
C. Biology subtotal =
20*, Fibrous roots.in channel
I21*. Rooted plants in channel
22. Cra�sh
23. Biyalves
24. Fish
25. Amphibians
1.5
, or
1.5
26. Macrobenthos (note diversity and abundance)
27. Filamentous algae; periphyton
28. Iron oxidizing bacteria/fungus
29*. Wetland plants in streambed �
'Items 20-21 focus on the presence of upland plants, item 29 focuses on thep�esence of
Notes:
�0 �1 �2 �3
annel
C�0 �1 [�2 Q3
�1.5 �1 • i�0.5 �0
�0 �0.5 �1 �1.5
�0 �0.5 �1 �1.5
ONo=O C}Yes=1.5
�3 O2 {� 1 �}0
{�3 C}2 �1 �0
�}0 C�0.5 �1 Q1.5
QO �1 �2 C�3
� 0 {� 0. 5 � 1 {� 1.5
{�0 �0.5 �1 C�1.5
�0 Q0.5 �1 Q1.5
�0 {�1 �2 Q3
�}0 i]0.5 �1 C�1.5
O FAC � FACW O OBL �} SAV U Other
or weUand plants

North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: 6/25/2007 Project: Wi106-046.01/ US17 Latitude:
Evaluator: ESI . Site: Stream 33 Longitude:
Total points:
Streams are at least intermittent i� 22 County: Jones Co. Other:
>=1 G nr nnronnia/ if �_�I1 '.
A. Geomorphology subtotal = 13.5 ,�,,,�p�en„ �d; ����� ��'ak���, �M;ocl�ra;�e� ����Strr�n ��
1*. Continuous bed and bank � � � 1 � 2 rv� 3
2. Sinuosity � 0 � 1 � 2 O 3
3. In-channel structure: riffle pool sequence �' 0 � 1 {� 2 � 3
4. Soil texture or stream substrate sorting � 0 Q 1 � 2 � 3'
5. Active/relic floodplain � 0 � 1 {� 2 � 3-
6. Depositional bars or benches � 0 � 1 � 2 � 3
7. Braided channel .{� 0 � 1 � 2 � 3
8. Recent alluvial deposits � 0 C� 1 � 2 {� 3
9*. Natural levees C� 0 � 1 i� 2 � 3
10. Headcuts � 0 �} 1 f� 2 � 3
11. Grade controls �} 0 �} 0.5 . � 1 �} 1.5
12. Natural valley and drainageway � 0 � 0.5 �} 1 �} 1,.5
13. Second or greater order channel on existinq USGS or NRCS
map or other documented evidence. � No = 0 � Yes = 3
'Man-made ditches are not rated; see discussions in manual
B. Hydrology subtotal = 4.5,
14. Groundwater flow/discharge
15. Water in channel and >48 hrs since rain, or 1Nater in chann
- dry or growing season .
16. Leaflitter
17. Sediment on plants •
18. Organic debris lines.or piles (wrack lines)
19. Hydric soils (redoxomorphic features) present?,
C. Biology subtotal = 4
�0 �1
{� 0 � 1.
�}1.5 �1
�0 �0.5
�}0 . �0.5
�No=O
�2 �3
�2 Q3
{�0.5 �0
�1 {�1.5
�1 �1.5
� Yes = 1.5
20'. Fibrous roots in channel _� 3 � 2 {� 1 I{� 0
21'. Rooted plants in channel � 3 �} 2 Q 1 Q 0.
22. Cra�sh � 0 �?'0.5 {� 1 (� 1.5
23. Bivalves {� 0 Q 1 � 2 C? 3
24.Fish �0 �0.5 �1 �1.5
25. Amphibians � 0 � 0.5 � 1 Q 1.5
26. Macrobenthos (note diversity and abundance) � � � 0.5 � 1 � 1.5
27. Filamentous algae; periphyton � 0 {� 1 � 2 � 3
28. Iron oxidizing bacteria/fungus C� 0 O 0.5 � 1 (� 1.5
29'. Wetland plants in streambed � FAC Q FACW �} OBL Q SAV {� Other
'llems 20-21 focus on Ihe presence o( upland plants, item 29 (ocuses on lhe presence of aquatic or wetland plants
Notes:
�
e
i
t

R-2514: US 17 - BELGRADE TO NEW BERN
MAYSVILLE BYPASS CORRIDOR SELECTION IMPACT MATRIX
i iga ion os
Field Recommended Relocations SDEIS Potential Thousands
Total Noise Historic Environ. Prime
Proposed Total Cemetery Terrestrial
Alternatives Length Stream Length of Constr. Impacts Resources Justice I Farmlands
ROW Bridge Length Wetland R/W TJTAL Impacts Impacts
(miles� �ft) Impacts Impacts Floodplain Cost # Cost" GOST Residential Business (total) Impacted Community (acres) Wetlands Streams
(acres) �h) Crossing (k) (millions) Impacts
3 Structures:
Alt 2A 4.39 250' 100-ft pipe; 39.80 3117 1260 $75.13 $2.60 $''7.73 23 2 1 60 None hJone 43 0 $1,168 $764
& 2 bridges @
1160' total
Alt 2A 3 Structures:
No Interchange 4.39 250' 100-ft pipe; ZZ Z3 1975 1260 55326 $2.60 S'.�5.86 23 2 1 60 None No�e 43 0 5652 $438
Option � 2 bridges @
1160' total
Alt 2C 4.71 250' S60 14.95 2007 560 $36.90 $5.60 $42.50 12 15 2 126 None Beigrade 44 0 $439 $491
Gost estimatetl in Yr 10U1
# Cost estimated in Yr 2007
Highest Impacts by Alternative
Lowest Impacts by Alternative
NOTE: Alt 2A (No Interchange Option): Interchanges will not be constructed at existing US 17 north and south of Maysville. Full control of access will be maintained between these intersections. Right of way will be purchased for future
interchanges that would be built under a future project.
/b ��e�d J
n

. :�
� � i
; � I�-
;� ����
�
�\
��
��
�1 \[, y�i �.
�� �
- -- - --- -�-�a
.1 I 1
\, 6' r - _- �
i
.,�� � �- � ��� , �.� � ...
\1
� � i , � �\ . i,
�. \ - ♦ � \\� , (...
l
BRIDGING OPTIONS AND ASSOCIATED JURISDICTIONAL IMPACTS (FIELD RECOMMENDED)
LegBnd Inventoried Wetiands Impacts by Disturbed Limits Structure Identification
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R-2514: US 17 - BELGRADE TO NEW BERN
MAYSVILLE BYPASS CORRIDOR SELECTION IMPACT MATRIX
i iga ion ost
Field Recommended Relocations SDEIS Potential Thousands)
Total Noise Historic Environ. Prime
Proposed Total Cemetery Terrestrial
Alternatives Length Stream Length of Constr. Impacts Resources Justice / Farmlands
miles ROW Bridge Length Wetiand �m acts Flood lain Cost # � TOTAL Re� dential Business �mpacts Impacts
( � (ft) Impacts P P Cost' COST (total) Impacted Community (acres) Wetlands Streams
(acres)
(ft) Crossing (k) (millions) Impacts
3 Structures:
Alt 2A 4.39 250' 100-ft pipe; 39.80 3117 1260 $75.13 $2.60 $77.73 23 2 1 60 None None 43 0 $1.168 $764
& 2 bridges @
1160' total
Alt 2A 3 Structures:
No Interchange 4.39 250' 100-ft pipe; Z223 �975 1260 �5326 $2.60 $55.86 23 2 1 60 None None 43 0 5652 $438
Option & 2 bridges @
7160' total
Alt 2C 4.71 250' S60 14.95 2007 560 $36.90 $5.60 $42.50 12 15 2 126 None Belgrade 44 0 $439 $491
` Cost estimated in Yr 2001 - . z r
# Cost estimated in Yr 2007 ' y
�Highest Impacts by Alternative
Lowest Impacts by Alternative ', , �. . s - , ; �
NOTE: Alt 2A (No Interchange Option): Interchanges will not be constructed at existing US 17 north and south of Maysville. Full control of access will be maintained between these intersections. Ri,yht of way will be purchased for future
interchanges that would be built under a future project.

I�J
�
R-2514B,C&D-US17
CORRIDOR SELECTION SUMMARY OF IMPACTS
FOR SOUTHERN PORTION OF PROJECT FROM BELGRADE TO CHADWICK
Mitigation Cost
II Field Rer,�mmended Relocations SDEIS Potential
(Thousands)
Total Noise Historic Environment Prime
Proposed Total Cemetery Terrestrial
Alternatives Length R�� Stream Length of �m Impacts Resources al Justice! Farmlands
miles Bridge Length Wetland Const. Cost R!W TOTAL pacts Impacts
( ) Impacts Plootlplain Residential Business (total) �mpacted Community (acres) Wetlands Streams
(ft) Impacts (k) Crossing (fl) #(miliionsj Cost' COST �mpacts
I (acres)
I A�t ZA 3 Structures
4.39 250' 100', Pipe. 1160' 39 60 3'I t i 1260 57c, 13 S2 6U 577 � 3 z3 2 1 GO Ncne None 4.i 0 S1 tE8 j764
(Freeway) Total = 126�
I
Alt 2A 3 Structures
II (Expressway) 4.39 250' 100', Pipe, 1160' 2223 1975 1260 55326 52.60 S`� 8u 10 1 1 GO None None 43 0 5652 $438
Total = 1260
AIt2C 471 250' S60 14.95 2007 560 �36.90 55.60 542.50 12 15 2 12� Non> Beigrad: 44 0 $439 �491
I —
` Cost estimated in Yr 2001
# Cost estimated in Yr 2007
Highest Impacts by Alternative
Lowest Impacts by Alternative
�e ��V��f��n�

BEVERLY EAVESPERDUE
GOVERNOR
.�..� ��r,C� ///��\�
� f ��V
� FFe 1 �
�'.�m..,,.� N�n�4� 7
",�'yq; , ?��.i
STATE OF NORTH CAROLINA �;,y� 1
DEPARTMENT OF TRANSPORTATTON � '�,,
AGENDA
Eastern Concurrence Meeting
Thursday February 26, 2009
PDEA-Environmental Resource Center
Raleigh, North Carotina
EUGENE A. CONTI, JR
SECRETARY
1:00 PM to 5:00 PM — Mazk Pierce, Project Planning Engineer, NCDOT-Project Development
TIP No. R-2514 — US 17 Widening, Belgrade to New Bern
Onslow and Jones Counties, Divisions 2 and 3
TEAM MEMBERS:
William Wescott, USACE
Mazk Pierce, NCDOT
Chris Militscher, USEPA
Gary Jordan, USFWS
Karen Compton, USFS
Ron Secliler, NMF
Travis Wilson, WRC
Steve Sollod, DCM
David Wainwright, DWQ
Trish Murphy, DMF
Renee Gledhill- Eazley, SHPO
Daniel Van Liere, Down East RPO (non-signatory)
NCDOT TECHNICAL SUPPORT STAFF AND OTHER AGENCY STAFF:
Kathy Matthews, USEPA
Neil Lassiter, Division 2
Ed Eatmon, Division 2
Jay Johnson, Division 2
John Lansford, Roadway Design
Jim Speer, Roadway Design
Dewayne Sykes, Roadway
Design
Jay Twisdale, Hydraulics
K.J. Kim, Geotechnical
Omar Azizi, Structures
Robert Memory, Utilities
Coordination
Mazk Staley, Roadside
Envirorunental
Virginia Mabry, TMT
Stephen Lane, NCDENR-DCM
IJrew Joyner, HEU
Matt Wilkerson, HEU
Paul Mohler, HEU
Fd Lewis, HEU
Phil Hazris, NEU
Ctuis Manley, NEU
Chris Rivenbazk, NEU
Mary Pope Furr, HEU
Steve Gurganus, HEU
Rob Hanson, Project
Development
Brian Yamamato, Project
Development
Missy Dickens, PDEA
Greg Thorpe, PDEA
SunTemple Helgren, Wilbur
Smith Associates
Wes Stafford, Wilbur Smith
Associates
Dave Wilver, Wilbur Smith
Associates
* The purpose of this meeting is to discuss CP4A (Avoidance & Minimization) for Sections
C& D( Chadwick to New Bern).
MAILING ADDRESS:
NC DEPARTA£NT OF TMNSPOftTRT10N
PR0.IECT DEVELOPMENT AN� ENVIRONMENTAL ANALVSIS
1548 MAIL SERVICE CENtER
RnLEIGH NC 27899-1548
TELEPnoNE: 919-733-3141
FAX: [phone]
WEBS/TE: WWW.NCDOT.ORG
LOCATION:
TRANSPORTATION BUI�DING
1 SOUTH WILFANGTONSTREET
Rn�Eicn NC

Meeting Agenda
Merger Process Team Concurrence Meetings
CP3 Revisited (Section B) & CP4A (Sections C& D)
R-2514: US 17 from Belgrade to New Bern
Transportation Building — Raleigh, NC
April 16, 2009
Introductions & Opening Remarks
U.S. Army Corps of Engineers
NCDOT - Project Development
Merger Process Status
U.S. Army Corps of Engineers
NCDOT - Project Development
Concurrence Point 3 Revisited: Corridor Selection (Section B- Maysville Bypass)
Presentation 8 Open Discussion of Revised Plans for Alternate 2C
Wilbur Smith Associates
NCDOT - Project Development
Merger Process Team
Concurrence orAction /tems
Merger Process Team
Concurrence Point 4A: Avoidance & Minimization (Sections C B D)
Presentation B Open Discussion of Preliminary Plans
Wilbur Smith Associates
NCDOT - Project Development
Merger Process Team
Summary of Jurisdictional Impacts
Wilbur Smith Associates
NCDOT - Project Development
Concurrence or Action Items
Merger Process Team

r �
.,
US 17
STATE ENVIRONMENTAL IMPACT STATEMENT
ONSLOW 8� JONES COUNTIES
NORTH CAROLINA
FROM SR 1330/SR 1439 SOUTH OF BELGRADE
TO THE JONES - CRAVEN COUNTY LINE
STIP NUMBER R-2514 B, C 8� D
February 26, 2009
SECTION 404/NEPA MERGER PROCESS
CONCURRENCE POINT 4A
AVOIDANCE AND MINIMIZATION
17�7:7
THE NORTHERN PORTION OF THE PROJECT
ALTERNATIVES 3 AND 4D
FROM MAYSVILLE TO JONES — CRAVEN COUNTY LINE
Prepared for:
THE NORTH CAROLINA
7�7_1�fi�il�����7��:L•V6'll�l:��_��[d►
Prepared by:
WILBUR SMITH ASSOCIATES
421 Fayetteville Street Mall
Suite 1303
Raleigh, NC 27601
� .�

BEVERLY EAVESPERDUE
CAVERNOR
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTA'ITON
March 18, 2009
(WednesdaY)
Ms. Karen Compton, U.S. Forest Service
Ms. Renee Gledhill-Earley, NCDCR — Historic Preservation Office
Mr. Gary Jordan, U.S. Fish and Wildlife Service
Mr. Christopher Militscher, CHMM, REM, U.S. Environmental Pmtection Agency
Ms. Trish Murphey, NCDENR — Division of Marine Fisheries
Mr. Ron Sechler, NOAA — Marine Fisheries Service
Mr. Steve Sollod, NCDENR — Division of Coastal Management
Mr. David Wainwright, NCDENR — Division of Water Quality
Mr. William Wescott, P.W.S., U.S. Army Corps of Engineers
Mr. Robert Will, Down East Rural Planning Organization
Mr. Travis Wilson, NCDENR — Wildlife Resources Commission
RE: Revised Alternate 2C for the Maysville Bypass
R-2514: US 17 — Belgrade to New Bern, Onslow & Jones Counties
Dear Merger Pmcess Team:
EUGENE A. CONTI, JR.
SECR£fARV
I am writing to request your comments or concurrence on a revised version of Alternate 2C as the
selected corridor for the Maysvilie Bypass.
In accordance with discussions during our December 16, 2008 Merger Process Team Meeting for CP3
Revisited for the Maysville Bypass, NCDOT and Wilbur Smith Associates revised the design and access
control for Alternate 2C. The revised Altemate 2C generates about '/< acre fewer wetland impacts, an
additiona1800 feet of stream impacts, an additional I 1 residential relocations, and 4 fewer business
relocations than the original Altemate 2C. NCDOT supports the revised Alternate 2C because it
provides a higher level of service for US 17 than the original Alternate 2C and has a comparable amount
of relocations, and generates fewer wetland impacts than either version of Alternate 2A.
Attached are the revised design plans and the jurisdictional impact maps and tables for both alternates,
and the comparative impact matrix for both versions of Alternate 2A and both versions of Alternate 2C
for your reference.
MAN.ING ADDRESS: Te�e�a�+e: 919-7333141 LOCATON:
NC DeP�arr.�rrt Oc Trur+SroRTArroN FAX: 919�733-9794 TwwsroRTnTION BUkdnc
PROJECT DEVELOPI.EIR 8 1 SOIRH WLMNGTON STREET
Ertmop6EMI�l M+nLYSIS &uHpl ��1�: RnLEicx NC 27601
15401AN. SERVICE CEMER ,
wa.e�cxnc z�eae-tsaa www.ncdoto�do�✓peconstrucvpe

� ' Merger Process Team
R-2514: Revised Alter�tate 2C for the Maysville Bypass
March 18, 2009
Page 2
Please contact me at [phone] x214 or at mspierce(�a,ncdot:gov to offer your comments or
approval of the revised design for Alternate 2C as the selected corridor for the Maysville Bypass. Also,
please let me know whether we need another concurrence meeting or whether we can reach concurrence
by correspondence. Again, I appreciate your time and look forward to your response.
Sincerely,
a
� ���
Mark Pierce, P.E.
Project Planning Engineer
cc w/out attachments: Ms. Deborah Barbour, P.E., Director of Preconstruction
Mr. Ed Eatmon, P.E., Division Construcrion Engineer, Highway Division 2
Mr. Robert Hanson, P.E., Eastern Project Development Engineer
Mr. Neil Lassiter, P.E., Division Engineer, Highway Division 2
Mr. Art McMillan, P.E., State Highway Design Engineer
Mr. Allen Pope, P.E., Division Engineer, Highway Division 3
Mr. James Speer, P.E., Project Engineer, Roadway Design Unit �
Mr. Wes Stafford, P.E., AICP, Wilbur Smith Associates
Dr. Gregory Thorpe, Manager, Project Development & Environmental Analysis Branch
Mr. Brian Yamamoto, P.E., Project Engineer, Eastern Project Development Unit

R-2514B,C&D-US17
CORRIDOR SELECTION SUMMARY OF IMPACTS
FOR SOUTHERN PORTION OF PROJECT FROM BELGRADE TO CHADWICK
itigation ost
Fieid Recommended Relocations SDEIS Potential Thousands
Total Noise Historic Environmental Prime
Proposed Total Cemetery Te�restrial
Alternatives Length Stream Length of Impacts Resources Justice/ Farmlands
ROW Bridge Length Wetland Const Cost RIW TOTAL Impacts Impacts
(miles) (ft) Impacts �mpacts Floodplain �(millions) Cost' COST Residential Business (total) Impacted Community (acres) Wetlands Streams
(acres)
(ft) Crossing (ft) Impacts
A�� ZA 3 Structures
(Freeway) 4.39 250' 100'. Pipe, 1160' 39.80 3117 1260 $75.13 $2.60 $77.73 23 2 1 60 None None 43 0 $1,168 $764
Total = 1260
Alt 2A 3 Structures
(Revised) 4.39 250' 100'. Pipe. 1160' 26.39 1835 1260 $5326 $2.60 555.86 13 1 1 60 None None 43 0 $775 $438
Total = 1260
AIt 2C 4.71 250' S60 14.95 2007 560 $36.90 55.60 $42.50 12 15 2 126 None Belgrade 44 0 $439 5492
(Community)
Alt 2C 4J1 250' S60 14.75 2802 560 3$ $$ Si 23 11 2 126 None gelgrade 44 0 $433 $686
Revised (Community)
# Cost estimated in Yr 2007
Highest Impacts by Altemative
Lowest Impacts by AI[ernative
$$ Cost is expected to be higher than orginal 2C alignment cost due to addition of service roads

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PONDS
(a) ESI 10/31D7 Delineation (c) ESI 10/3/07 Table 2 (I)/(P) Interim/Perennial .-P.OND�IDI a��ACRES�ry
(b) ESI 10/3/07 Table 1 RCBC = reinforced wncrete box culvert P8 0.03
0.03 I
PONDS
(a) ESI 10/3/07 Deiineation (c) ESI 10l3l07 Table 2 (I)!(P) InterimlPerennial �P.OND�IDI a �qCRES�
(b) ESI 10/3/07 Table 1 RCBC = reinforced concrete box culveR P8 0.03
0.03

PONDS
(a) ESI 10/3l07 Delineation (c) ESI 10/3/07 Table 2 (I)/(P) Interim/Perennial . POND71Dj(fi) �ACRES�
(b) ESI 10Y3l07 Table 1 RCBC = reinforced concrete box culveA p6 0.35
0.35
Wt � UT1 UVhite Oak River � Tributary to White Oak River
N14 White Oak River While Oak River
PONDS
(a) ESI 10/3/07 Delinealion (c) ESI 10/3/07 Table 2 (I)/(P) Intenm/Perennial gPONDII�j(a)0 �ACRES�
(b) ESI 10/3/07 Table 1 RCBC = reinforced concrete box culveA P1 0.02
P6 1.73
1.75
to While Oak River I 2- 8'X4'

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ALiERNATE 3- REVISED WETLAfdD P►ND STREAM IMPACTS BY �4LTERIVp►TE
' 1NETLAND_N.O (a) , ' ' . LENGTH (ft) _. _ � 'AREA (sfl. . . _ PERIMETER_ . � =. _,_ ACRES� ____ , ,°_DV1IQ_Rating_(c) . _
49 99.04 53.44 0.00 � 47 �
65 1560.22 • 211.80 0.04 33
67 3405.66 425.44 0.08 �� 22
gg 445074.59 9519.87 10.22 33
69 9942.99 526.36 0.23 22
7p 4916.99 599.75 0.11 22
7� 1587.73 203.50 0.04 17
72 6582.05 464.37 0.15 17
74 11170.98 554.44 0.26 17
74 8685.02 543.29 0.20 17
75 126178.84 3270.67 2.90 36
76 40617.53 1716.91 0.93 21
77 3423.40 826.52 0.08 25
78 263.93 87.29 0.01 28
79 35533.56 1149.75 0.82 29
gp � 18606.85 589.09 0.43 29
82 9051.88 374.35 0.21 36
83 � 18783.42 887.85 0.43 36
g4 28052.42 855.41 0.64 35
g5 2677.23 340.52 0.06 31
gg 3234.86 310.64 0.07 31
87 42.31 59.90 0.00 35
gg 162952.66 3853.13 3.74 30
gg 0.08 2.81 0.00 30
gg 3055.16 323.89 0.07 24
gp 7683.14 608.48 0.18 24
g� 5168.51 445.73 0.12 27
92 13461.00 534.00 0.31 12
93 50244.76 1314.48 1.15 22
94 885.85 389.48 0.02 53
231 4831.89 220.80 75.99 0.01 51
TOTAL LINEAR FEET 4831.89 TOTAL ACRES 23.49
STREAMS
STREAM_ID (a)
G1
G1
G2A
TOTAL LINEAR FEET
(a) ESI 10/3/07 Delineation
(b) ESI 10/3/07 Table.1
NO
STRUCTURES
157.07
157.07
(c) ESI 10/3/07 Table 2
RCBC = reinforced concrete box culvert
Rati
22
26
18
ti
41
41
14
(I)/(P) Interim/Perennial
tu re
20a
20b
22
PONDS
_.. _ _-
� � _ _ POND_ID (a);, _ __ACRES :
P8 0.03 �
P 10 0.00
� 0.03 -
.Basin
Neuse
Neuse
Neuse
0

R-2514B,C&D-US17
CORRIDOR SELECTION SUMMARY OF IMPACTS
FOR SOUTHERN PORTION OF PROJECT FROM BELGRADE TO CHADWICK
Mitigation ost
Recommended Relocations SDEIS Potential Thousands)
Total Noise Historic Environmental Prime
Proposed Total Cemetery Terrestrial
Alternatives Length Stream Le�gth of Impacts Resources Justice/ Farmlands
ROW Bridge Length Wetland Const. Cost RIW TOTAL Impacts Impacts
(miles) (ft) Impacts Impacts Floodplain �(millions) CosY COST Residential Business (total) Impacted Community (acres) Wetlands Streams
(acres)
(ft) Crossing (ft) Impacts
J.M.
Alt 3 3.36 250' 0 23.49 757 0 $15.8 $3.70 $19.50 9 7 0 52 Foscue Chadwick 27 0 $688 $38
Plantation
' Cost estimated in Yr 2001
# Cost estimated in Yr 2007

Impacted Wetlands:
Wetland Number Area Impacted
49 < 0.1 ac.
ss < o.� a�.
57 0.1 ac.
gg 10.2 ac.
69 0.2 ac.
70 < 0.1 ac.
231 < 0.1 ac.
Impacted Streams:
Stream Identification Length Impacted
Impacted Ponds:
Pond Identification Area Impacted
P8 < 0.1 ac.
ALTERNATE 3 WETLAND IMPACTS
-
-
Architectural Resources
Community Locations
Sheet 1 of 24
R-2514 B JURISDICTIONAL IMPACTS 2008

Impacted Wetlands:
Wetland Number Area Impacted
68 10.2 ac.
7� <0.1 ac.
72 0.2 ac.
75 2.9 ac.
Impacted Streams: Impacted Ponds:
Stream Identificatio� Length Impacted Pond Identification Area Impacted
ALTERNATE 3 WETLAND IMPACTS
-
-
Architectural Resources
Community Locations
Sheet 2 of 24
R-2514 B JURISDICTIONAL IMPACTS 2008

Impacted Wetlands:
Wetland Number Area Impacted
74 0.5 ac.
75 2.9 ac.
76 0.9 ac.
77 < 0.1 ac.
79 0.8 ac.
Impacted Streams:
Stream Identification Length Impacted
Impacted Ponds:
Pond Identification Area Impacted
P10 < 0.1 ac.
ALTERNATE 3 WETLAND IMPACTS
-
�
Architectural Resources
Community Locations
Sheet 3 of 24
R-2514 B JURISDICTIONAL IMPACTS 2008

Impacted Wetlands:
Wetland Number Area Impacted
78 < 0.1 ac.
7g 0.8 ac.
80 0.4 ac.
82 0.2 ac.
83 0.4 ac.
84 0.6 ac.
85 < 0.1 ac.
86 0.1 ac.
�.�. �,.;�
Impacted Streams: Impacted Ponds:
Stream Identification Length Impacted Pond Identification Area Impacted
I_A
�
����%Y��� i�
,
t,j
� :;
Deep Gulty
�'' � f � /1�
�a: ^ .%
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;/::�,.h,t, �'.
'GFove�� �� _,f��1urphy Town
:u �,
H '-_ � p,:, �� .
� � Y( �t;,, - i .
hon !
�"� .����Iocksvilie
� ^'��_
.�"-���'�; +Gar�net Heights
�Hatchvil le
i
_
�
F'I; ;�
Chadv✓ick� �
i' � �
r'
,1 `, �
' 4
5 �I
I' 1
i!:
L81
- JONES COUNTY
Croatan National Forest I
COUNN
ALTERNATE 3 WETLAND IMPACTS
- Architectura� Resources
- Community Locations
Sheet 4 of 24
R-2514 B JURISDICTIONAL IMPACTS 2008

Impacted Wetlands:
Wetland Number Area Impacted
gq 0.6 ac.
g5 0.1 ac.
87 < 0.1 ac.
gg 3.7 ac.
gg 0.1 ac.
gp 0.2 ac.
g� 0.1 ac.
Impacted Streams: Impacted Ponds:
Stream Identification Length Impacted Pond Identification Area Impacted
�\LTERNA
TenmilJl
�\�. :�»��
ep Gully I
i- l
i �'
:i. _ �
�
i 'a� (J
hadwick;� �ONES COUNTY
_. � ' 1
�
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a -.
',� �'�� Croatan National Forest
�_
�_: �
�c �
�
q
ALTERNATE 3 WETLAND IMPACTS
- Architectural Resources
- Community Locations
Sheet 5 of 24
R-2514 B JURISDICTIONAL IMPACTS 2008

537
5ss o .- ` � � y �
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11
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Community of - ,��
Chadwick � �i �
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�! `� �S � 588
� �, i c��� 582 � i
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i ,, i ��, � � 585
1 �i I ^i�� � j
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Impacted Wetlands: Impacted Streams: Impacted Ponds:
Wetland Number Area Impacted Stream Identification Length Impacted Pond Identification Area Impacted
92 0.3 ac.
93 1.2 ac.
94 < 0.1 ac.
__...r,Ln .. .. .. _ � I
� �� �
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J. Nathan Foscue; Farm �
�. M. FOSCUE ��' ��
P�ANTAjION �` � � �
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ALTERNATE 3 WETLAND IMPACTS
- Architectural Resources
- Community Locations
Sheet 6 of 24 �
R-2514 B JURISDICTIONAL IMPACTS 2008

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J. C. WILSON JR. 1��
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� tsF� � 602 �,
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J.: Nathan Foscue Farm
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Impacted Wetlands:
Wetland Number Area Impacted
r�=t�
�G?Q�° U S 17
G❑ �
CORRIDOR BOUNDARY
THERON D.HUMPHREY
Impacted Streams:
Stream Identification Length Impacted
G2A 157.1 ft
Community of
Ch'adwick
Impacted Ponds:
Pond Identification Area Impacted
p� � �I��i� 15FD � �-�� •
`�� 603 �� �Ic7�:, Q ����
1 I� f�� ssKo ��C
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�.
�
�--.—
i
a LTER
\
i
;i,;
,� .; .- *1
ove� �M�irphy Town
t Z5
{i� �
��: ,
,, ,
� P,ollocksville
� „�C'2 �net Heights
,
� H��, �,����r
�
5�
.�
� JONES COUNTY
n
Gulty
Croatan National Forest
COUNTY
ALTERNATE 3& 4 WETLAND IMPACTS
-
-
Architectural Resources
Community Locations
Sheet 7 of 24
R-2514 B JURISDICTIONAL IMPACTS 2008

ALTERNATE 4D FIELD RECOMMENDED - REVISED WETLAND AND STREAM IMPACTS BY ALTERNATE
WETLAND NO a LENGTH ft AREA s PERIMETER ACRES DWQ Ratin c
100 43G74.33 134G.49 1.00 35
��q 78585.31 2017.24 1.80 43
166 29573.94 1038.76 0.68 22
�g7 84112.03 3094.58 1.93 38
�75 645.19 119.67 0.02 34
�77 10243.91 667.51 024 38
181 37648.29 812.31 0.73 55
� gZ 19418.18 1293.92 0.45 38
�g3 1177.11 212.29 0.03 16
184 40656.82 1048.02 0.93 55
184 12106.75 659.75 0.28 55
186 21269.14 652.00 0.49 45
196 14749.04 740.75 0.34 28
201 81538.44 1297.63 1.87 36
202 332067.07 7499.53 7.62 22
2�� 72477.32 2083.08 1.66 60
2�2 169.92 97.36 0.00 32
217 1.98 7.37 D.00 77
22q 22228.63 1243.05 0.51 74
225 14455.05 636.32 0.33 21
226 59778.61 1194.G1 1.37 21
227 99740.62 2650.61 229 21
229 2084.13 234.99 0.05 17
246 479.25 148.62 0.01 34
249 10024.74 656.11 0.23 32
TOTAL LINEAR FEET 0.00 TOTAL ACRES 24.86
(a) ESI 10/3/07 Delineation (c) ESI 10/3/07 Table 2 (I)/(P) Interim/Perennial
(b) E51 10/3/07 Table 1 RCBC = reinforced concrete box culvert
NO PONDS

R-251�B,C&D-US17
DI;TAIL�D STUDY ALTERNATIV�S
IMPACT MATRIX
Recommended Relocations SDCIS Potential �`euse
Environmental Ricer
To/al Total Const. Potential Noise Justices/ 6u(fer
Length Propo.cd 1�ridge Wetland Stream Cosl� [t/W Total Contaminated Cemeten� Impacts Historic Resources Communih� Terreslrial Prime Impacts
:ernatives miles RO�I' 1-ength Impac[s Impacts (Mil) Cost* Cost Residcntial Biuincss ➢linm�itics Sites Im ac[s (Total) Im ac[ed Im acts Im iacts Farmlands (s . ft)
SNA=390 Foscue and Simmons �-�atch��ille,
4D 818 Z50 2a.86 16R0 596.50 Sa.iR 5101.08 I1 0 D 0 0 92 Goshen, Oak 276 0 150,319
S8B=1180 Plantations �;rove
*- Cost Gstimated in Yr 2U01
�-- Cost 1�-;stima[ed in Yr 2005

Impacted Wetlands: Impacted Streams: Impacted Ponds:
Wetland Number Area Impacted Stream Identification Length Impacted Pond Identification Area Impacted
ALTERNATE 4D WETLAND IMPACTS
-
�
Architecturai Resources
Community Locations
Sheet 8 of 24
�.d�...� I I R-2514 B JURISDICTIONAL IMPACTS 2008

Impacted Wetlands: Impacted Streams: Impacted Ponds: ALTERNATE 4D WETLAND IMPACTS
Wetland Number Area Impacted Stream Identification Length Impacted Pond Identification Area impacted
-
-
Architectural Resources
Community Locations
Sheet 8A of 24
�� I I R-2514 B JURISDICTIONAL IMPACTS 2008
�„�,�,.� ......0

Impacted Wetlands:
Wetland Number Area Impacted
100 1.8 ac.
Impacted Streams: Impacted Ponds:
Stream Identification Length Impacted Pond Identification Area Impacted
ALTERNATE 4D WETLAND IMPACTS
-
�
Architectural Resources
Community Locations
Sheet 9 of 24
R-2514 B JURISDICTIONAL IMPACTS 2008

Impacted Wetlands: Impacted Streams: Impacted Ponds: ALTERNATE 4D WETLAND IMPACTS
Wetland Number Area Impacted Stream Identification Length Impacted Pond Identification Area Impacted
100 1.0 ac.
-
-
Architectural Resources
Community Locations
Sheet 9A of 24
�� I R-2514 B JURISDICTIONAL IMPACTS 2008-
Ximv4uil� \.vc�

�
o,
;
:,
\ w
�6�
� �
�' �1 `1 , ',i,
:'�
isx�
O
0 100 200
,,`,,, � –
,
c� -' ; �z.,� ,
� � ';�
•��
-Y- LINE
P.1. = 15+97.148
0 c= 14^ 27' 38.334" (LT)
Rc = 582.168 m
Lc = 146.931 m
Tc = 73.858 m
Impacted Wetlands:
Wetiand Number Area Impacted
98 0.2 ac.
\
�R�OR BOUNDARY
/ ^ i
� ;-"'
c. G � � _ � —
�. , r . ., !. � r
t��7�1. iy��' ��� s't�b Fi �� i�f�ii i i����r�,yri ,:� i�
f ur i i l�.r�e�l �/�� ) �� ,> � �°
� . � 9 0 � � 1 � � � 1 1 .. , I � i 4� � : � � i -� i7 � r i l� i � ) '
'..� tii�r��y����7����}��ri��t ��1 �I)i�'�t��tf.�� S�� �� �1�`/�.
� ��r �� � ;;'� �� �� (���� .�'"�l � <<�i.}'i:'�� � '�DAl � :�� �1�) �'�
i'
�._
�'i
� _C,ORRIDOR'gpUNDqRY
- � K '
, �
, -K% �
1 j
�y__—._.�.
�\
�
�.��
J Feet �
600 � � �
Impacted Streams: Impacted Ponds:
Stream Identification Length Impacted Pond Identification Area Impacted
�
,
;
;
;;:
.
;
:
;
: ----
i
i
I
i.•�•-•�'�"'�.�. . . �
� EbWIN W.
i ODUM
KAREN E.O.oFn
ALTERNATE 4D WETLAND IMPACTS
-
�
Architectural Resources
Community Locations
Sheet 10 of 24
�.� I I R-2514 B JURISDICTIONAL IMPACTS 2008 '
�.lmr LlA FwsN

S �
4 ;
� '
�
�_ ,
' �I 111
II� � l�� �_. � .
�
RRIDOR gpUNDARY
N 11%%d 39' 27.1" E
-Y- LINE
� P.I. = 15+97.148
'S% c = 14^ 27' 38.334" (LT)
23
'29p Rc = 582.168 m
Lc = 146.931 m
�S"p� Tc = 73.858 m
0 100 200 400
Impacted Wetlands:
Wetland Number Area Impacted
i''' �'
; C,ORRI[
� K ,
, � �
,K
� \
l j
�V_ _._.�_
� ,,
� '.°�..
�
t ��� 1 f.:. �1 i'r�� :.: l J �i:,'ly �
1 � 9 \
;s .`�i�i��;��s�`.��7i����f��i r� ��i�i 'i�e _1�pi� i'i.� } � i 4j ;i_.
�.•f � � � �1':
'F f�.` - 1y.t�flt . �'�11f�„
. F .. . " ".I ! �1.1� r
. . .. . - _ _ F �� r
��— - - . ''F.
�_F;•,;.. . _F
OUNDqRy
y.�.�-•_
.�
�' �
�.
� �.�
J Feet �
600 � � �
Impacted Streams: Impacted Ponds:
Stream Identification Length Impacted Pond Identification Area Impacted
�
�
r -_-�
� 4 P F �
> �
i� )i�% �� � � � ���� � �
.�- 1'l:t � � �� � - � '
,�� i,
iFy {1if'�f +4�'�i_.�.
�
,,;: -,?.
r;.7'
i —`
i
i
i
i_.,..���._,_,.,�._._._
i�
� EDW�N w. ODUM
i
� KAREN E O. DEf�,
! vsni
ALTERNATE 4D WETLAND IMPACTS
- Architectural Resources
- Community Locations
Sheet 10A of 2�
R-2514 B JURISDICTIONAL IMPACTS 2008�

J
�' i
'fP;'
� � �1�tr� � ltti�` }It ) y:Y:(��..-. � /
�i:�j�i)�>;t�".is7� � . .
� .. �,_�' ,.,.1 .•��.
`;.-..i:,i �U�
I- �/ }:-. Z 1��i �t`.i �i.� � �
�}.'F �.? "� i���� � i � � '� fr �' _
i •,- i:
� '; y,� .
0
0
+
0
�
M
,,,;.
F,��
.,�;;,
�
il�) i 1"�i P1�a' � 1�r�1y{r�,�.
f t
' �i i������! � i } i f:��r �,.,
, • � :'� F . � � . .,... _" 2.. � .. .
— _. G
f
2p+00
r
,I
N '�
�
O�
,._.—�—'^�_.._-. �.�.
ti: �����.ji-�'��i}dliy' ���.^.�i�Jf�tii'.ty'�Y�r���r i���t�r�l��i>>3i, -� �� ,� , � ��
i��.i� r.t {tit��F ? l��:j�pt�fc+ l��i� �(�e �t�tt i fl�.d}� 1+1 }�# d.� il.l. � �. ._._.� .. ." � �
' '.��:,ii�t��i��. � ;��t>>��).��li�'�� .'.: �. i,a�i . �.� . .
>'.' tr. i f �i� - S t�;1 n t; �� t� v� � . (1 .'_._'—
1,� �d��l �� �1 � ��t� 1 �1 ll y.: ���If�Qr 1_� � ���_Y�t\ �1� �i �Il �� . ����rr►��
t� ) 1� ]�, i �1 �i ti i }l t �. i� 1� ..1 } V . �•
� :�� � h�.l E�t a, �ii? iiy n J�!t} �� �t•''�� i�� ,��14I1�'� . I � �����,.�.�.�'.
� .. , .. " � . �' .
�., ,•. . ��: � Y;h 4 r •. '� ' .f� .. . � . \ � .�.�...�.`
;,:, . . :. , \ �.� .. . .
� . � `. � � f � � ,..� � .. , .�
- ..�.r.�•r .. -.
. � �� . 1 ..�.�.�.�,�• � .. .. � :
,_,_...-,-.-,-'""_. . -•-•-""'�� � CORRIDOR��BOUNDAR.
� Y
P.I. = 360+69.767 \ i . �. �
. -•�'"`. .�• • ''�t ,,
L�18 58' S1.4" (RT) !
^�' � ' 53.3' RT ' '
7%%d 56 � � � [�\ '�".�.�. . . . .
�.�.�..
W. ODUM JR. KEITH A. STONE Rc = 2,330.000 � !_ __
Lc = 323220 � _ -"� � �
�.:
Feei�E � ,:='" �'
� Tc = 161.870 � • „ ' ',
+0 100 200 400 6uG — a o d 30' 59.0" ! �� , ,�
Impacted Wetlands: Impacted Streams: Impacted Ponds:
Wetland Number Area Impacted Stream Identification Length Impacted Pond Identification Area Impacted
BS 278.2.8 ft.
�.,.�,��
p7 17+34.885
� • �'��
-- ��� �
Communityfiof
Hatchville ;
. �.�.�.�..�n�.�r�• c
ALTERNATE 4D WETLAND IMPACTS
- Architectural Resources
- Community Locations
Sheet 11 of 24 �
R-2514 B JURISDICTIONAL IMPACTS 2008•

'"� ) �� iit:}1�1tiy�F !j:]S.o
yi; �i4 r4,:�1.)i '
ltti!:.-J. � ':� �•�Y�
.. , ' ,! ' � � f �:(�',
� �t l Il �J,H��e
,_ ,
.. �C; r' �.: � � .
d
�
=arm �
itation)°
�
M
r.
0
0
+
0
�
M
':1;
. .;� �.+ �.i. .
r �}.
if ��� �i• F�t�-� f �% Vi:�'.
�'l'.^� ��ll �� i �i
tc .. ..F,.'j:'1`.1F1�r '��:\'�.
r
� �o. . ... _ 7_
-
�ri) � f
. � ��, �?.�'' � �l � �"i� ��� `'�p f=
'� yt �IF�v1�fi 1fi :��Py ) � y�:� fl/4 ,�,�•
� /� - . 1 �r ��f .� .� . . . . � €�
�i;}`
:�:lc�` .
.�-�;. I....
/ . . .. . _.�i'.6:irY
2p+00
�, • �
�1��
o � +�
_.�.��..�
__�"-_— ►
� ����
�� ._._.—� — _ _.�
i .r
'\ _ � . �.r.�����.r���r������•�'�
� . w _.^'�
\
.�•
! I _ _ ���.�•r•�� � ' ; . .. _. _
,_,_,_.
""� � CORRIDOR��BO,UNDAR.
t_..._._..._._.-•-•-...._._ } Y
P.I. = 360 69.767 �
-.r.�.�
�..•���.�.�.�•�' =Tg" 58' 51.4" (RT) ��
c= 7%°�od 56' S3.3" (RT) �
W. ODUM JR. KEITH A. STONE Rc = 2,330.000 �
Lc = 323.220 �
Fe=r ��
Tc = 161.870 �
� 105 210 420 030 ,.,,, ,,, �.�n� co n^
Impacted Wetlands:
Wetland Number Area Impacted
Impacted Streams:
Stream Identification Length Impacted
85 270.96 ft.
i
�
i
y ' � _
� ,,--
;ii
1�
Impacted Ponds:
Pond Identification Area Impacted
PT 17+34.885
.�
� �
n
��.ci � 5+74.930 - ���{
. ���������PC��w��•�� ` •� L�
�.�.�.�'�'�'�'�' � ------ i
�- -_ Community
"- " ',; Hatchvill�
�
�" .�.�.�.�.�.�•�•�.V'
. . _ _' �' �' � '..1✓S..vt'_'s
ALTERNATE 4D WETLAND IMPACTS
- Architectural Resources
- Community Locations
� . Sheet 11A of Z
^��������••� R-2514 B JURISDICTIONAL IMPACTS 2008 •

•.! TERNA
��i`1 �-� 17
�� Y
�
,� ��y '., �\ � �
�� � Deep.Gully
e P;Aurphy Town
p 1
. _.'.'�.�.'Y.. ..
�41��Q
iet Heights
SHEET 12
n
�adc✓ick,y� '
`�f.: : JONESCOUNTY
I
t. I`j
'_ �'
i
.� -
� � Croatan National Forest
Impacted Wetiands:
Wetland Number Area Impacted
114 1.8 ac.
Impacted Streams: Impacted Ponds:
Stream Identification Length Impacted Pond Identification Area Impacted
ALTERNATE 4D WETLAND IMPACTS
- Architectural Resources
- Community Locations
Sheet 12 of 24
�. :.
^^�����^ •� R-2514 B JURISDICTIONAL IMPACTS 2008 '

�IIIFarm
la fl���lOtl�.
0
O
+
�
M
� • i q � ��
' ,�, MTR �iiL'{'�'y �����
� � ���i � 131 n
i��
� 131 ��� 131 i�.���: n
. . . . . . . . . .�.�'�
�. _ - _ _ __
..�--��- --i'
� 374+g5.022
'�" 49' 13.9" (LT)
�^ 09' 22.6" (LT)
2.000, 000
$89.428
"95.331
^ 1 J' S5.7,�
�
�VA LEE M. PARKER
Community of
Pollocksville
Impacted Wetlands:
Wetland Number Area Impacted
131 0.2 ac.
� y �ii�
j HTR � � ��
o-��n
i ���e
� , N
HTR � � �^'
�.�� � AE
• ��.�'�
��=�;�IJ= ; ,3, ; o;+(��
'- �.fl �,d, � � : ��.. �'�� E�y so
�ID,OR•'BOUNDARY
- �n=' �v
j n p � 731 1'�
� II � �,�� JORD !� =._._.i,' ��
� U� �'�J OKELLA KINSFv, � rR " LYDI �
t r,,,p,,.t Community of� � JOqpqN
� -�-�=.t._„ Goshen 1320 ;
_. � ��'���'�i '
.. .. .. . ,. _ _i..r.�.�.i._'__
-Y- LtRfE
U � P.I. = 15+16.376
�� = 5^ 38' 36.644" (LT)
Rc = 873.252 m
Lc = 86.013 m
Tc = 43.042 m
,. ,; c
t; c c G
'~�
CORRIDOR BOUNDARY
�
Impacted Streams:
Stream Identification Length Impacted
�
�
>
N
A
W
N
m
LU�q
�R ---'- �'��-�
F"
LE JORDAN
FCINSEY ��
; ";/ �-�-•-fi-•-.�., i �;i'
a `�'�'�".'.�.t.��.1.:;!
r ] CORNFLIUS ! � AMERICqN � �M
�f , JORDAN '�7-1S+gg.3 � P� TIo�. 64 ,'� •
� �: j � � :
,_,t;_,_,�� � : NQ p,;, ,
� . '
� . .���i�a��,m .
i i -- .r.i.�,�
. -�
� i ' � �'
� x ,�
� '���i-�V� �c� '
�' pC lq (y� l��fi�`�i ����Sf �e i)�! �r
f�..i3 - , r _ .
� ' .-._- ` _- �— � ---�-� � �L����'_
i��. � � ,
��--- � - —`� — -- ;�
! ` ` � - ' Z:,��
1 —_ � �. -_
— — — � i � .. - '
\`
i
.�� �0 I '. . ,11
I' �
1�
1�
I�
� ,
� __ �
i!, , 3.6 � i' .. .. ..
f` `mGR r'O - __'-
i
I '-' ii�
j �+�� � 5JC .
_ �, .�_� - _
Impacted Ponds:
Pond Identification Area Impacted
,, W �
, � �ii.� �
�
;,
,. �
,�n � os
1
��
i f
Oak�GNoJe
����� ,
`�\ �� ��
�,� � � ;
� � � Deep�Gully
� i I'
IJones Comer �
`'��_^
�urphy Town .
EET �.13�
;ville
et Heights
1-,�,
� �"
' i
��. J��}
i �s �581
Chaiiwfck�- `
JONES COUNTY .
i �-
��
� ���, Croatan National Forest
'� �� ONSLOW COUNTY
ALTERNATE 4D WETLAND IMPACTS
- Architectural Resources
- Community Locations
Sheet 13 of 24
�.::
•������ •� R-2514 B JURISDICTIONAL IMPACTS 2008 •

Impacted Wetlands:
Wetland Number Area Impacted
131 0.2 ac.
141 0.1 ac.
PiY��w..1n \
�
Impacted Streams: Impacted Ponds:
Stream Identification Length Impacted Pond Identification Area Impacted
I � \ 1i � 17
� {,
ALTERNATE'4D�' ,a Deep Gu�ly
��:.,.
� Tenmilg�Fork - �� �ones Corner
1 i; ;� .
i� ,.��. � -�
��.
�,' �
��urphy Town
�EET 14�
�
Heights
i5 �8
� JONES COUNTY
Croatan National Forest
ALTERNATE 4D WETLAND IMPACTS
- Architectural Resources
- Community Locations
Sheet 14 of 24 �
R-2514 B JURISDICTIONAL IMPACTS 2008 •

Impacted Wetlands:
Wetland Number Area Impacted
�::._\
Xi4rbiM Mw�
Impacted Streams:
Stream Identification Length Impacted
Impacted Ponds:
Pond Identification Area Impacted
�LTERNAT
Oak��
L -:
sn':
l' � '
�.hatlw'ick�
- �
i �
'_ � �
!_ r.
i, -
����
� i
�: -�
�Murphy Towo
HEET 15
,
� � �
ksville
met Heights
58?
� JONES COUNTY
Croatan National Forest I
COUNTY
ALTERNATE 4D WETLAND IMPACTS
- Architectural Resources
- Community Locations
Sheet 15 of 24I
R-2514 B JURISDICTIONAL IMPACTS 2008

Impacted Wetlands:
Wetland Number Area Impacted
166 0.7 ac.
167 1.9 ac.
�.� �,..�
Impacted Streams: impacted Ponds:
Stream Identification Length Impacted Pond Identification Area Impacted
�LTERNA'
.
Oak Grova
F�
a1'i���.� .. .
- �+ �5
'viick�� ��'. �ONESCOUNTY
;
, i
r -
Gully�
Croatan National Forest I
!�I M'aysville
I
� �
i�
� '�
� �c.`
li
�
�,? �� Belgradz
� ONSLOW COUNTY
ALTERNATE 4D WETLAND IMPACTS
- Architectural Resources
- Community Locations
Sheet 16 of 24 �
R-2514 B JURISDICTIONAL IMPACTS 2008.

Impacted Wetlands:
Wetland Number Area Impacted
175 0.1 ac.
177 0.2 ac.
181 0.7 ac.
182 0.5 ac.
pi4n�v����•.�\
J
Impacted Streams: Impacted Ponds:
Stream Identification Length Impacted Pond Identification Area Impacted
�LTERNA
Tenmi��
A.
�,, ,
Oak Gr�
� _.',:.-`;
JE���' �
Gosheri:
sa ��` ��
, ,.�7 ;
. �
� ;
1 1\ �,`� 17
, �
, �,-re;� .: �� i �
' � Deep Gully
',
Fi E E'T�17 ;
��/j .� � _
�f Murphy Town
; .
j
Heights
�; �" �
581
1 nck�'� �ONESCOUNTY
.. 4�_ --.� ,
i
� Croatan National Forest
�
3de
COUNTY
ALTERNATE 4D WETLAND IMPACTS
- Architectural Resources
- Community Locations
Sheet 17 of 24 �
R-2514 B JURISDICTIONAL IMPACTS 2008 .

Impacted Wetlands:
Wetland Number Area Impacted
182 0.5 ac.
183 0.1 ac.
184 1.3 ac.
186 0.5 ac.
�;:..._
.�,�.a,�.,
Impacted Streams: Impacted Ponds:
Stream Identification Length Impacted Pond Identification Area Impacted
ALTERNATE 4D WETLAND IMPACTS
-
-
Architectural Resources
Community Locations
Sheet 18 of 24
R-2514 B JURISDICTIONAL IMPACTS 2008

Impacted Wetlands:
Wetland Number Area Impacted
196 0.3 ac.
229 < 0.1 ac.
246 < 0.1 ac.
Impacted Streams: Impacted Ponds:
Stream Identification Length Impacted Pond Identification Area Impacted
ALTERNATE 4D WETLAND IMPACTS
-
-
Architectural Resources
Community Locations
Sheet 19 of 24
� :.. .
•,v,�•���-� R-2514 B JURISDICTIONAL IMPACTS 2008 •.

SHEET
t,TERNATE
n
��
,�:
iep Gully
Impacted Wetlands:
Wetland Number Area Impacted
201 1.9 ac.
..ti�..�
Impacted Streams: Impacted Ponds:
Stream Identification Length Impacted Pond Identification Area Impacted
�' -.�l�
! ' ' S8
�.hadw'ick�'�� � �
- F �' JONES COUNTY
1_�y
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'�� ONSLOW COUNTY
ALTERNATE 4D WETLAND IMPACTS
- Architectural Resources
- Community Locations
Sheet 20 of 24 �
R-2514 B JURISDICTIONAL IMPACTS 2008 ;�•

Impacted Wetlands:
Wetland Number Area Impacted
202 7.6 ac.
22s �.a a�.
Impacted Streams: Impacted Ponds:
Stream Identification Length Impacted Pond Identification Area Impacted
SHEET
ALTERNATE 4
� Tenmile�Fork�
�
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�Deep Gully
i Y� ;
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Ile
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15 �
U � � ��Alaysville
r, a
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7 A -
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� �� Befgrade
'�^ ONSLOW COUNTY
ALTERNATE 4D WETLAND IMPACTS
- Architectural Resources
- Community Locations
� . Sheet 21 of 24
^m,,,,-��,•� R-2514 B JURISDICTIONAL IMPACTS 2008 •. �•

'
Impacted Wetlands:
Wetland Number Area Impacted
211 1.9 ac.
225 0.3 ac.
226 1.4 ac.
Impacted Streams: Impacted Ponds:
Stream Identification Length Impacted Pond Identification Area Impacted
ALTERNATE 4D WETLAND IMPACTS
-
-
Architectural Resources
Community Locations
Sheet 22 of 24
�� I R-2514 B JURISDICTIONAL IMPACTS 2008 �' ,'
ni6u iw�A �.��.��r

Impacted Wetlands:
Wetland Number Area Impacted
Z�2 <0.1 ac.
217 0.8 ac.
249 0.2 ac.
Impacted Streams:
Stream Identification Length Impacted
Impacted Ponds:
Pond Identification Area Impacted
ALTERNATE 4D WETLAND IMPACTS
-
-
Architectural Resources
Community Locations
Sheet 23 of 24
�::_
•���ta.,,�, � R-2514 B JURISDICTIONAL IMPACTS 2008 �. �

� '
Impacted Wetlands:
Wetland Number Area Impacted
224 0.5 ac.
Impacted Streams: Impacted Ponds:
Stream Identification Length Impacted Pond Identification Area Impacted
Jones
ALTERNATE
Oak Grove
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,;
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ALTERNATE 4D WETLAND IMPACTS
- Architectural Resources
- Community Locations
Sheet 24 of 24 �
R-2514 B JURISDICTIONAL IMPACTS 2008 .�
.

�1� E'1'ING M171NU 1'ES FROM CONCURI2ENCF. POINTS 3R � 4A
US 17 BELGI2AUE "1'O NE1V KERN INCLUDING BYPASSES OF
.acaea < :�,.,
rr,G3F1ll >i,.r,.,:r,
RaEi.i.ii�7 .. .... .. �.�'
VZ'.p� :
WilburSmith
, �,,...
11AYSVILLE & POLLOCKSVILI,F,, CONDUC'1'EU ON APRIL 16, 2009
D:�TE:
TO:
AT7'F;NUEGS:
FROM:
Augusi I 1, 2009
All Atteudees
See Attached
Wes Staffurd, PE, AICP - Wilbur Smith Associules
SUBJH:CI : US 17 Improvements Crom SR 1330/SR 1429 south of Belgrade to the
Jones /Craven County Iine sou�h of New Bem
Onslok� and Jones Cuuntics, North Carolina
T1P Na. R-2514 B, C& D, W E3S No. 34442, (WSA Project No. 297420)
Mark Piercc, NCDOT
• Mark Pierce distributed packets, minutcs from prcvious meeting and reminded
everyone to sign-in.
• Mark recognized and welcomed Mr. Robert Will, Down East, RPO, newest member
of the merger process team
Mark handed iloor to William Wescott for opening.
William Wcscott, USACE
• William Wescon opened meeting at L20 pm and introduced the two main discussion
points:
o CP3 Revisited for Section B- NCDOT has taken another look at Alt. 2C,
Maysville to Belgrade. Revised plaos to be discussed
o CP4A Section D— Pollocksville Section
[ntroductions were made around the room by all in ariendance.
Mc Wescutt retumed the floor to Mark Pierce.
CP3R, SECTION B
Mark Pierce, NCDO"I'
• Mark began by pointing out thal this is a two-year process fur Maysville Bypass (Alt
2A vs. Alt 2C), elevated in �ebruary 22, 2007.
• At the last meeting i[ was suggested that the access control for 2C be upgraded. This
has been done. Wilbur Smilh Associates (WSA) will step lhrough the plans. Access
roads have been added.
CP4A mceting wiil onlY entertain discussions on Section D, northem portion of the
project (Pollocksville Rypass)
Section C will not be discussed pending wildlite underpass issue.
A couple of other issues:
421 Fayetteville Street Mali. Suite 1303 Raleigh. North Carolina 27601
919JSSA5831919.832.8798 vrww.WilburSmilh.com

R-2514B,C&D-US77
DETAILED STUDY ALTERNATIVE 2C
IMPACT IIrtATRiX
Recommended Relocations Potential
Total Total Len�th of Potential Noise Historic Enrironmental Prime
Proposed Stream Cons[. Cemetery Terresirial
Alternati��e Length 12��`y. Bridge W'etlnnd Floodplvin R/W TOTAL Contaminated Impacts Resources Justice/ Farmlands
(miles Impacts Cost Residential 13usiness Minorities Impacts Impncts
� Length (fQ Impacts Crossing Cost COST Si[es (total) Impacted Communit,y� (acres)
(ft) (millions)
(acres) (ft) Impacts
Alt 2C 4.71 250' S60 16.74 2531 560 S$ SS 5$ l l 9 0 A 2 I?6 None Belgrade 44 0
��h'�'� ,��
R � � �,,.� '�
��

1 1 .
I���1
US Army Corps
Of Engineers
Wilmington District
PUBLIC NOTICE
Issue Date: November 30, 2009
Comment Deadline: January 4, 2010
Corps Action ID 199503519
TIP Project No. R-2514
The Wilmington District, Corps of Engineers (Corps) is issuing a supplemental Public
Notice for a proposal by the North Carolina Department of Transportation (NC DOT)
who will be seeking Department of the Army authorization to discharge dredged or fill
matQrial into waters of the United States associated with the proposed US Highway 1?
bypass of Maysville and Pollocksville, Jones County, North Carolina.
A Corps Public Notice describing this project was originally issued on August 15,
2005. In order to provide the affected public with the most recent information that is
available and provide opportunity to comment on the alternatives currently under
consideration, the Corps is issuing this supplemental Public Notice.
In order to more fully integrate Section 404 permit requirements with the National
Environmental Policy Act of 1969, and to give careful consideration to our required public
interest review and 404(b)(1) compliance determination, the Corps of Engineers is
soliciting public comment on the merits of the proposal, and on the alternatives currently
under consideration. At the close of this comment period, the District Commander will
evaluate and consider the comments received as well as the expected adverse and beneficial
impacts of the proposed roadway improvements to select the least environmentally
damaging, practicable alternative (LEDPA). The District Commander is not authorizing
construction of the MaysvillelPollocksville Bypass at this time. A final Department of the
Army permit could be issued, if at all, only after our review process is complete, impacts to
the aquatic environment have been minimized to the maximum extent practicable, and a
compensatory mitigation plan has been approved.
Revised corridor locations and impacts associated with each are as shown on the attached
plans and table. This Public Notice and all attached plans are also available on the
Wilmington District Web Site at www.saw.usace.army.mil/wetlands
Applicant: North Carolina Department of Transportation (NC DOT)
c/o Dr. Gregory J. Thorpe, PhD, Manager
Project Development and Environmental Analysis Branch
1548 Mail Service Center
Raleigh, North Carolina, 27699-1598

�F' ""
Authority
The Corps will evaluate this application and a decide whether to issue, conditionally issue,
or deny the proposed work pursuant to applicable procedures of Section 10 of the Rivers
and Harbors Act of 1899 and Section 404 of the Clean Water Act.
Applicant's Stated Purpose
The applicant's stated purpose for the proposed project is to improve the capability of US
Highway 17 to meet its mandated objectives as part of the intrastate system, Strategic
Highway Corridor Network, and the NC Strategic Corridor System, to improve traffic flow
along the US 17 corridor in the project study area, and to relieve congestion on US 17 in
Onslow and Jones Counties thereby improving safety and reducing the number of
accidents. ,
Comments
Written comments pertinent to the proposed work, as outlined above, will be received by
the Corps of Engineers, Wilmington District, until Spm, January 4, 2010. Comments .
should be submitted to Mr. Thomas Steffens, Washington Regulatory Field Office, Post
Office Box 1000, Washington NC, 27889-1000.

~ �1
R-2574B,C&D=US17
CORRIDOR SELECTION SUMMARY OF ESTIMATED IMPACTS
FnR RAIITHFRN P[1RTIAN AF PR[1JFCT PR(1M R�1 rRAl1F Tf1 f`WAl1WIrtK
Field Recommended Relocations
Total proposed Total Cemetery Noise Historic Forest Prime
Alternatives Length Stream Length of Impacts Resources Impacts Farmlands
ROW Bridge Length Wetland Const. Cost # R/W TOTAL Business Impacts
(miles) Impacts Floodplain Residential (total Im acted
(ft) Impacts (ft) Crossfng (ft) �millions) Cost COST or Other ) P (acres) (acres)
(acres) "
3 Structures
Alt 2A 4.39 250' 100`, Pipe, 26.39 ' 1564 1260 $53.26 $2.60 $55.86 10 1 1 60 None 43 0
(Superstreet) 1160' Total =
1260
Alt 2C 4.71 250' 560 16.74 2531 560 ,$46.23 $5.60* $51.83* 18 18 2 126 None^ 44 0
(Superstreet)
# Cost estimated in Yr 2007
* Does not include the cost of Right-of-Way for Service Roads.
^ None pending further coordination,

b�
�.

NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
US 17 Transportation Improvements
From SR 1330 (Deppe Loop Road)/SR 1439
(Spring Hill Road) South of Belgrade
to Jones/Craven County Line
WBS Nizmber 34442.1.1
TIP PROJECT R-2514
Onslo��� and Jones Counties
Public Heariug
FOR CONIMENTS REGARDING ALTERNATIVES 2A AND 2C
Formal Presentation 7:00 p.m.
N1ays�ille Glementa�y School Uymnasium
814 6�� Sh•eet, Maysville
December 1, 2009

PURPOSE OF PROJECT
This project proposes to improve US 17 to meet objectives as part of the Intrastate
System, Strategic Highway Corridor Network (a national highway system), and North
Carolina Strategic Corridor System. It also will improve tra�c flow along the US 17
corridor in the project study area, improve safety, and reduce traffic accidents.
PURPOSE OF PUBLIC HEARING
Based upon recent comments from the public in the Maysville and Belgrade area, the
North Carolina Department of Transportation (NCDOT) and the United States Army
Corps of Engineers (Corps) is providing a formal public hearing opportunity for citizens
in the Maysville and Belgrade area. The purpose of the public hearing is to accept any
new, additional, and substantial information from the public that can be used to re-
examine the corridor selection process that previously identified Alternative 2C as the
proposed location of US 17. Alternative 2C follows existing US 17 through Belgrade,
and Alternative 2A bypasses Belgrade to the west on a new alignment. Please see the
attached figures. TonighYs public hearing will present the design and modifications that
have occurred since the 2005 corridor public hearing held in August 2005 in Maysville
and Pollocksville.
YOUR PARTICIPATION
Now that the opportunity is here, you are encouraged to participate by making your
comments and/or questions a part of the public record. This may be done by having
them recorded tonight or by writing to the NCDOT and the Corps .
Comments or questions to NCDOT can be written on the attached comment sheet and
placed in the comment box at the sign-in table or mail them by January 4, 2010 to the
following address:
Mr. Mark Pierce, P.E., Project Planning Engineer
NCDOT — Project Development and Environmental Analysis Branch
1548 Mail Service Center
Raleigh, NC 27699-1548
Email: mspierce(c�ncdot.qov
Tonight you also received a Public Notice from the Corps soliciting public comment on
the merits of the proposal, and on the alternatives currently under consideration.
Written comments concerning the proposed work will be received by the Corps of
Engineers, Wilmington District, until 5pm, January 4, 2010. Comments should be
submitted to:
Mr. Thomas Steffens
Washington Regulatory Field Office
Post O�ce Box 1000
Washington NC, 27889-1000.
Please provide vour comments to the NCDOT and the Coras as noted above.
2

Everyone present is urged to participate in the proceedings. It is important, however,
that THE OPINIONS OF ALL INDIVIDUALS BE RESPECTED REGARDLESS OF
HOW DIVERGENT THEY MAY BE FROM YOUR OWN. Accordingly, debates, as such,
are out of place at public hearings. Also, the public hearing is not to be used as a
POPULAR REFERENDUM to determine the location and/or design by a majority vote of
those present.
MERGER PROCESS
Merger is a process to streamline the project development and permitting processes,
agreed to by the Corps, NC Department of Environment and Natural Resources,
Federal Highway Administration and NCDOT and supported by other stakeholder
agencies and local units of government. To this effect, the Merger process provides a
forum for appropriate agency representatives to discuss and reach consensus on ways
to facilitate meeting the regulatory requirements of Section 404 of the Clean Water Act
during the NEPA/SEPA decision-making phase of transportation projects. The Merger
Process allows agency representatives to work more efficiently (quicker and
comprehensive evaluation and resolution of issues) by providing a common forum for
them to discuss and find ways to comply with key elements of their agency's mission.
The Merger Process helps to document how competing agency mandates are balanced
during a shared decision-making process, which results in agency representatives
reaching a"compromise based decision" to the regulatory and individual agency
mandates.
The Merger Process Team held sixteen meetings regarding corridor selection for the
Maysville and Pollocksville Bypasses during the period from August 24, 2006 through
April 16, 2009. NCDOT went into these meetings promoting Alternative 2A over 2C,
however the Merger Process Team determined and concurred that Alternative 2C best
met the purpose and need for the project while having the least overall impacts to the
natural and human environment.
WHAT IS DONE WITH THE INPUT?
A post-hearing meeting will be conducted after the comment
period has ended to re-examine the corridor selection process for
the proposed US 17 project. NCDOT and Corps will attend this
meeting.
All spoken and written issues received from the hearing are discussed at this meeting.
Most issues are resolved at the post-hearing meeting. The NCDOT considers safety,
costs, traffic service, social and natural environmental impacts, and public comments in
making decisions. Complex issues may require additional study and may be reviewed
by higher management, Board of Transportation Members and/or the Secretary of
Transportation.
Minutes of the post-hearing meeting are prepared and a summary is availab�e to the
public. You may request this document on the attached comment sheet.
3

WHAT HAPPENS NEXT
The NCDOT and the Corps will notify the public of the results of the re-examination of
the corridor selection process for the Belgrade-Maysville area. Another environmental
document — Final Environmental Impact Statement (FEIS) - will be prepared based on
the results of the items above. The FEIS will be circulated for public and agency review.
After approval of the FEIS and Record of Decision (ROD), a Design Public Hearing will
be held to receive public comment.
PROPOSED DESIGN
The NCDOT, Division of Highways, proposes to widen US 17 to mostly a four lane
median divided roadway with two travel lanes in each direction. A Superstreet
intersection design is proposed to be used at several intersections along the proposed
US 17 project. For more information about the Superstreet intersection design please
visit the following web site:
http://www. ncdot.gov/doh/preconstruct/tpb/SHC/facility/superstreet/Overview/
Maysville/Belgrade Alternatives (Segment 2)
The Maysville/Belgrade Alternatives 2A and 2C, which are the subject of tonight's
hearing, begin at SR 1330 ( Deppe Loop Road)/SR 1439 (Spring Hill Road) and end
about one mile north of SR 1116 (V�Ihite Oak River Road'). These alternatives begin as a
four lane divided roadway with median. The current estimated impacts for each
alternative is shown on the attached table.
Public Involvement Opportunities (1995 — 2009)
Proiect Newsletters (1995 — 2009) - NCDOT distributed project newsletters in 1995,
1996, 1998, 1999, 2000, 2005, and 2009 to describe current project development �
activities and their anticipated schedules, to announce project milestones, and to solicit
public involvement.
Citizens Informational Workshops & Small-Group Meetinqs (1995 - 2006) — NCDOT
conducted citizens informational workshops and small-group meetings in 1995, 1997,
1999, 2000, 2005, 2006 in Maysville, Pollocksville, and the Goshen Community.
Door-to-Door Interviews (2000) — Wilbur Smith Associates, NCDOT's consultant,
conducted door-to-door interviews in Belgrade, Tenmile Fork, Murphytown, Garnet
Heights, Chadwick, Goshen, and Hatchville during 2000 to solicit input on the proposed
improvements to US 17.
Telephone Calls, Letters, and Electronic Mail — NCDOT received and responded to
correspondence and telephone calls throughout the project development process and
the preliminary design process.
Press Releases Newspaper Articles, and Television Coveraqe — NCDOT has issued
press releases announcing public meetings and hearings, and corridor selection. The
�

Jacksonville Daily News, the Kinston Free Press, and the New Bern Sun Journal have ---
published numerous articles through the years including a multi-part series on the entire
US 17 Corridor, which was also aired by WCTI-TV.. 1NITN-N and WNCN-N have also
aired stories specifically about this portion of the project from Belgrade to New Bern. °
State Draft Environmental Impact Statement (Auqust 2004) - The State Draft
Environmental Impact Statement was approved on August .31, 2004 and distributed to
state and federal environmental agencies and to the public on December 16, 2004. The
approved document evaluated the no-build alternative and 13 build alternative
segments that generated 32 project-wide combinations of the various build alternates.
Public Hearin Au ust 2005 - NCDOT held Pre-Hearing Open Houses on August 9,
2005 in Polloaksville and on August 11, 2005 in Maysville. NCDOT held a Pre-Hearing
Open House and a Formal Corridor Public Hearing on August 16, 2005 in Pollocksville.
Approximately 238 individuals attended these three events and 11 individuals spoke at
the formal hearing. NCDOT displayed a graphic and presented the Pollocksville Bypass
Alternates (4A, 4B, 4D, 4E, 4G, 4H, 41, 41'D), the Maysville Bypass Alternates (2, 2A, 2B, .
& 2C), and the Chadwick Widening Alternate 3. NCDOT received and responded to the �.
comments and questions from the public prior to, during, and since the hearing via
personal discussions, telephone, facsimile, electronic mail, and letters.
Merqer Process Application & USACE Public Notice (July — October 2005) - NCDOT
submitted a Section 404 / NEPA Interagency Merger Process Application to the U.S.
Army Corps of Engineers (USACE) on July 18, 2005 including the application form for
the Department of the Army Permit, tables, and graphics, related to the anticipated
impacts to jurisdictional areas, and mailing labels for distribution of the Public Notice by
USACE. USACE issued their Public Notice for this proposed action on August 15, 2005
with a comment deadline of September 15, 2005. USACE received comments on the
Public Notice and submitted them to NCDOT in October 2005.
5

RIGHT OF WAY PROCEDURES
After decisions are made regarding the final design, the proposed right-of-way limits will
be staked in the ground. If you are an affected property owner, a Right of Way Agent
will contact you and arrange a meeting. The agent will explain the plans and advise you
as to how the project will affect you. The agent will inform you of your rights. as a
property owner. If permanent right of way is required:, professionals who are familiar
with real estate values will evaluate or appraise your property. The evaluations or
appraisals will be reviewed for completeness and accuracy and then the Right of Way
Agent will make a written offer to you. The current market value of the property at its
highest and best use when appraised will be offered as compensation. The Department
of Transportation must:
1. Treat all owners and tenants equally.
2. Fully explain the owner's rights.
3. Pay just compensation in exchange for property rights.
4. Furnish relocation advisory assistance.
RELOCATION ASSISTANCE
If you are a relocatee, that is, if your residence or business is to be acquired as part of
the project, additional assistance in the form of advice and compensation is available.
You will also be provided with assistance on locations ofi comparable housing and/or
commercial establishments, moving procedures, and moving aid. Moving expenses
may be paid for you. Additional monetary compensation is available to help
homeowners cope with mortgage increases, increased value of comparable homes,
closing costs, etc. A similar program is available to assist business owners. The Right
of Way Agent can explain this assistance in greater detail.
NOTE: PAMPHLETS SUMMARIZING RIGH,T OF WAY AND
RELOCATION PROCEDURES ARE AV�►ILABLE AT THE
SIGN IN TABLE.
�
�•.

COMMENT SHEET
US 17 Improvements
Formal Corridor Public Hearing — December 1, 2009
TIP No. R-25146CD Onslow & Jones Counties Project 34442.1.1
NAME:
ADDRESS:
COMMENTS AND/OR QUESTIONS:
Comments must be sent by January 4�', 2010 to:
Mr. Mark Pierce, P.E.
NCDOT — Project Development and Environmental Analysis
1548 Mail Service Center
Raleigh, NC 27699-1548
Phone: [phone], Ext. 214 FAX: [phone]
Email: [e-mail]

Mr.Mark Pierce, P.E.
NCDOT - Project Development and Environmental Analysis
1548 Mail Service Center
Raleigh, NC 27699-1548
w�;�
- - =--z= ��_ �

U
� �
. � _
�
'li
R-2514 B, C�& D- US 17
CORRIDOR SELECTION SUMMARY OF ESTIMATED IMPACTS
� FOR SOUTHERN PORTION OF PROJECT FROM BELGRADE TO CHADWICK
Field Recommended Relocations
Total proposed Total � _ Cemetery Noise Historic Forest Prime
Alternatives Length Stream Length of Impacts Resources Impacts Farmlands
ROW Bridge Length Wetland Const. Cost � R/W TOTAL Business Impacts
(miles) (ft) Impacts Impacts Floodplain �millions) Cost COST Residential or Other (total) Impacted (acres) (acres)
(acres) �ft) Crossing (ft)
3 Structures
Alt 2A 4.39 250' 100', Pipe, 26.39 1564
(Superstreet) 1160' Total =
1260
Alt 2C 4.71 250' S60 16.74 2531
(Superstreet)
# Cost estimated in Yr 2007
* Does not include the cost of Right-of-Way for Service Roads.
^ None pending further coordination.
1260
560 �
$53.26
$46.23
$2.60 � $55.86
$5.60�` � $51.83�
r�
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Wainwright, David
From: Pierce, Mark S
Sent: Thursday, December 03, 2009 9:09 AM
To: Wainwright, David
Cc: Stafford, Wesley O
Subject: RE: R-2514 Minutes
Attachments: R-2514-LEDPA-History-2004-2009.doc
David,
You are correct. We have not distributed minutes on the Maysville Bypass meetings because we
were waiting for the Elevation Process to be resolved so that Wilbur Smith Associates could prepare
one set of minutes referencing and summarizing all of the associated meetings. After the LEDPA
was selected, WSA and I have been working on the newsletter announcing corridor selection, receipt
and compilation of public comments and petitions regarding corridor selection for the Maysville
Bypass, updating environmental studies for the LEDPA, preparation of the State Draft Environmental
Impact Statement, and preparation for the 12/1/09 Belgrade Public Hearing.
I apologize for the delay in distributing the meeting minutes. WSA and I are working on several sets
of the minutes at once. For now, I can offer the attached summary of the LEDPA History that I
compiled for the period from 2004 to 2009. Please call at your convenience and we can discuss any
or all of the meetings for your file.
Sincerely,
Mark
Mark Pierce, P.E.
Project Planning Engineer
NCDOT - Eastem Project Development Unit
1548 Mail Service Center
Raleigh, NC 27699-1548
[phone] x214
From: Wainwright, David
Sent: Thursday, December 03, 2009 8:22 AM
To: Pierce, Mark S
Subject: R-2514 Minutes
Mark,
Actually, I don't seem to be able to locate meeting minutes from any of the CP3 meetings for the Belgrade/Maysville
section. Have any of them been sent?
David Wainwright
NCDENR, Division of Water Quality
Transportation Permitting Unit
2321 Crabtree Blvd. Suite 250
Raleigh, NC 27604

. • .y
Da�id.Wainwri�ht@ncdenr.�ov
Phone:[phone]
Fax:[phone]
PLEASE NOTE THAT MY E-iViAIL ADDRESS HAS CHANGED
E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
�-�j Please consider the environment before printing this email.
Email con�espondence to and b�om this sender is subject to the N.C. Public Records Law and may be diselosed to thircf parties.

Selection of the Preferred Alternative & LEDPA ( 2004 — 2009 )
R-2514: US 17 — Belgrade to New Bern — Onslow & Jones Counties
The following is a chronology of the corridor selection process beginning with the State Draft
Environmental Impact Statement, and regulatory compliance and decision-making through the
Section 404 / NEPA Interagency Merger Process.
State Draft Environmental Imaact Statement
State Draft Environmental Imqact Statement (Auqust 2004) - The State Draft Environmental
Impact Statement was approved on August 31, 2004 and distributed to state and federal
environmental agencies and to the public on December 16, 2004. The approved document
evaluated the no-build alternative and 13 build alternative segments that generated 32 project-
wide combinations of the various build alternates.
Requlatorv Compliance throuqh the Section 404 / NEPA Interaaencv Mercter Process
The Section 404 / NEPA Interagency Merger Process Team and the Merger Management
Team held sixteen meetings regarding corridor selection for the Maysville and Pollo,cksville
Bypasses during the period from August 24, 2006 through April 16, 2009. Summaries of the
meetings and related events are provided, as follow.
Informational Meetinq (8/24/2006) - The Merger Process Team held a successfu4 informational
meeting on August 24, 2006 to review the overall project status and the Merger Process
status, and to establish the approach to evaluation of the corridor selection data. The team
agreed to split the project to facilitate the merger process. The "southern" portion of the
project was designated from Belgrade to Chadwick (R-25146 and part of R-2514C) including
the Maysville Bypass. The "northern" portion of the project was designated from Chadwick to
New Bern (R-2514D and part of R-2514C) including the Pollocksville Bypass.
CP2A Field Meetinp (11/1/2006) - The Merger Process Team conducted a successful field
meeting on November 1, 2006 to document field observations and bridging recommendations
for the southern portion of the project from Belgrade to Chadwick including the Maysville
Bypass.
CP2A Concurrence Meetinq (2/22/2007) - The Merger Process Team held a concurrence
meeting on February 22, 2007 to discuss bridging decisions based upon the November 1,
2006 field observations and recommendations for the southern portion of the project from
Belgrade to Chadwick. The team concurred on bridging decisions during the meeting on
February 22, 2007.
CP3 Concurrence Meetinq (2/22/2007) - The Merger Process Team held a concurrence
meeting on February 22, 2007 to discuss corridor selection for the southern portion of the
project from Belgrade to Chadwick including the Maysville Bypass. NCDOT recommended
Alternate 2A for the Maysville Bypass because it bypassed Belgrade and Maysville, generated
the fewest number of relocations, received the highest level of public support, and would have

,. _
provided the highest level of access control, thus satisfying the Strategic Highway Corridor
Vision. NCDOT also recommended widening on the east side of existing US 17 from just
north of Maysville to just north of Chadwick for Alternate 3 to minimize relocations in
Chadwick. The team concurred on Alternate 3 and concurred on eliminating Alternates 2 and
26 from further consideration. However, the team was unable to concur on the Maysville
Bypass because the majority of the team supported Alternate 2C (widen through Belgrade and
a bypass of Maysville) rather than Alternate 2A, because Alternate 2C would impact fewer
wetland areas and would cost less than Alternate 2A. Therefore, the Dispute Resolution
(Elevation) Process was initiated during the meeting on February 22, 2007 to resolve corridor
selection for the Maysville Bypass.
CP2A Field Meetinq (3/6/2007) - The Merger Process Team conducted a successful field
meeting on March 6, 2007 to document field observations and bridging recommendations for
the northern portion of the project from Chadwick to New Bern including the Pollocksviile
Bypass.
Request for Redelineation of Jurisdictional Areas for Entire Proiect (3/7/2007) - USACE
observed wetlands and streams during the March 6, 2007 CP2A Northern Field Meeting that
were not shown on the environmental mapping for the August 2000 USACE Jurisdictional
Determination. USACE also questioned whether a particular pine stand should have been
considered a jurisdictional area, and observed apparent changes in land use and drainage
patterns, including the wetland fill violation at the Byrd Landfill. Therefore, USACE rendered a
decision on March 7, 2007 that the jurisdictional delineation for the entire project would need
to be reevaluated and reverified with USACE prior to any further discussions on corridor
selection.
CP2 Revisited Concurrence Meetinq (4/12/2007) - The Merger Process Team held a
concurrence meeting on April 12, 2007 to discuss elimination of particular alternates for the
Pollocksville Bypass. NCDOT recommended elimination of Aiternates 4A, 4B, 4G, 4H, 41, and
41D from further consideration. The team was unable to concur and requested additional
information on why those aiternates should be eliminated.
Jurisdictional Delineations & Neuse River Buffer Assessments (June 2007 - Februarv 2008) -
Environmental Services, Inc. (ESI) conducted field delineations for USACE Jurisdictional
Areas and assessments for the Neuse River Riparian Buffers during June, July, and August
2007 for Aiternates 2, 2A, 2B, 2C, 3, 4D, and 4E. USACE and ESI conducted field
verifications from August 27 through August 30, 2007. The N.C. Division of Water Quality
(NCDWQ) and ESI conducted a field review for the Neuse River Buffer Rules on August 27,
2007. The documentation for both studies was submitted to USACE and NCDWQ and
included in the October 3, 2007 report entitled, "Wetland and Stream Delineation Reevaluation
and Neuse River Riparian Buffer Reassessment." NCDWQ issued a letter on September 14,
2007 documenting the applicability of the Neuse River Buffer Rules. Since the corridor had
not been selected at that time and the Rapanos Forms were pending, USACE issued a
Notification of Preliminary Jurisdictional Determination on February 11, 2008. The Preliminary
Jurisdictional Determination will expire on February 11, 2013. ESI will complete the Rapanos
Forms for the selected corridor before the fall of 2009 and submit them to USACE for review
and comment. Upon approval of the Rapanos Forms, USACE wi�l issue a Final Jurisdictional
Determination.

CP2 Revisited Concurrence Meetinq (5l22/2008) - The Merger Process Team held a
concurrence meeting on May 22, 2008 to discuss elimination of alternates for the entire project
from Belgrade to New Bern. The team concurred on elimination of Alternates 2, 2B, 4A, 4B,
4G, 4H, and 41 from further consideration during the meeting on May 22, 2008. The team aiso
concurred on carrying forward Alternates 2A and 2C for the Maysville Bypass, Alternate 3
(widen existing between Maysville and Pollocksville), and Alternates 4D and 4E for the
Pollocksville Bypass.
CP2A Concurrence Meetinq (5/22l2008) - The Merger Process Team held a concurrence
meeting on May 22, 2008 to discuss bridging decisions based upon the March 6, 2007 field
observations and recommendations for the northern portion of the project from Chadwick to
New Bern including the Pollocksville Bypass. The team concurred on bridging decisions
during the meeting on May 22, 2008.
CP3 Concurrence Meetinq (6/19/2008) - The Merger Process Team heid a concurrence
meeting on June 19, 2008 to discuss corridor selection for the Pollocksville Bypass. The team
concurred on Alternate 4D for the Pollocksville Bypass during the June 19, 2008 meeting.
CP3 Revisited Concurrence Meetinq (6/19/2008) - The Merger Process Team held a
concurrence meeting on June 19, 2008 to continue discussions on corridor selection for the
Maysville Bypass. Again, the majority of the team supported Alternate 2C rather than
Alternate 2A because Alternate 2C would impact fewer wetland areas and would cost less
than Alternate 2A. Therefore, the team was unable to concur on corridor selection for the
Maysville Bypass.
MMT Elevation Meeting (7/30/2008) - The Merger Management Team held an Elevation
Meeting on July 30, 2008 to discuss corridor selection for the Maysville Bypass (Alternate 2A
versus Alternate 2C). The team was unable to resolve the decision and decided to confer with
staff from each of their respective agencies prior to making a decision.
MMT Elevation Meetinq (9/18/2008) - The Merger Management Team held an Elevation
Meeting on September 18, 2008 to continue discussions on corridor selection for the Maysville
Bypass. NCDOT presented a new option on Alternate 2A to minimize the differences in
jurisdictional impacts between Alternate 2A and Alternate 2C. NCDOT proposed to purchase
right of way for the Alternate 2A interchanges during this project, but to delay construction of
the interchanges until a future project. The Merger Management Team decided not to render
a decision and recommended that NCDOT present the new option to the Merger Process
Team for consideration.
CP3 Revisited Meetinq (10/16/2008) - The Merger Process Team held a concurrence meeting
on October 16, 2008 to continue discussions on corridor selection for the Maysville Bypass.
NCDOT presented the new option on Alternate 2A and the intent to minimize the differences
in jurisdictional impacts between Alternate 2A and Alternate 2C. NCDOT proposed to
purchase right of way for the Alternate 2A interchanges during this project, but to delay
construction of the interchanges until a future project. The team was unable to reach a
decision on the Maysville Bypass and decided to conduct a field meeting to observe the
potential impacts to Belgrade from Alternate 2C and potential impacts to the high-quality
wetlands from Alternate 2A.

CP3 Field Meetinq (12/12/2008) - The Merger Process Team conducted a successful field
meeting on December 12, 2008 to observe and document potential impacts from the two
Maysville Bypass alternates to Belgrade by Alternate 2C and to the high-quality wetlands
associated with the White Oak River by Alternate 2A.
CP3 Revisited Concurrence Meetinq (12/16/2008) - The Merger Process Team held a
concurrence meeting on December 16, 2008 to continue discussions on corridor selection for
the Maysville Bypass based upon the December 12, 2008 field observations. A majority of the
team reiterated its support for Alternate 2C (widen through Belgrade and bypass Maysville)
rather than direct impacts to the high-quality wetlands on Alternate 2A. Therefore, the team
was unable to concur on the Maysville Bypass.
NCDOT Upqrades Alternate C to Limited Control of Access (Januarv 2009) - Based upon
comments received during the December 16, 2008 CP3 Revisited Meeting for the Maysville
Bypass, NCDOT decided to study upgrading from partial control of access to limited control of
access to determine whether Alternate 2C could be redesigned to better satisfy the Strategic
Highway Corridor Vision for US 17. NCDOT staff concluded that upgrading Alternate 2C to
limited control of access would provide an acceptable level of access control. Therefore,
NCDOT decided to approach the Merger Process Team regarding concurrence on the revised
Alternate 2C for the Maysville Bypass.
CP3 Revisited Concurrence Meeting (4l16/2009) - The Merger Process Team held a
concurrence meeting on April 16, 2009 to continue discussions on corridor selection for the
Maysville Bypass. NCDOT presented the preliminary design for the revised Alternate 2C with
limited control of access during the meeting. Although the stream impacts increased, the team
concurred on the revised Alternate 2C with limited control of access for the Maysville Bypass
during the April 16, 2009 meeting.
Corridor Selection bv the Section 404 / NEPA Interaqencv Merqer Process - The Merger
Process Team and the Merger Management Team held field meetings, concurrence meetings,
and elevation meetings for corridor selection on February 22, 2007, June 19, 2008, July 30,
2008, September 18, 2008, October 16, 2008, December 12, 2008, December 16, 2008, and
April 16, 2009. The team reached unanimous concurrence for Alternate 4D as the selected
corridor for the Pollocksville Bypass on June 19, 2008 and unanimous concurrence for
Alternate 2C as the selected corridor for the Maysville Bypass on April 16, 2009.
. Alternate 2C: Widen existing US 17 from the recently-completed R-2514A (US 17 from
north of Jacksonville to south of Belgrade) through Belgrade to the south of Maysville
and construct the Maysville Bypass on new location from just south of Maysville to just
north of Maysville;
. Alternate 3: W iden existing US 17 from just north of Maysville to just north of
Chadwick; and
- Alternate 4D: Construct the Pollocksville Bypass on new location from just noRh of
Chadwick to the proposed tie-in with R-2301 A(US 17 New Bern Bypass) near the
Jones/Craven County Line.

llepartment of Environment and Natural Resources
Project Review Form
Project Number: 12-0017 County: Craven, Jones and Date Received: 07(20/2011
Onslow
Due Date: 8/24/2011
Project Description: Final Environmental Impact Statement - Proposed project is improvement of
US17 from SR1330lSR1439 south of Belgrade tc Jones/Craven County Line
south of New Bern in Jones and Onslow Gounties; TIP-R2514 B,C,&D
Regional Ofrcc
Asheville
_ Fayetteville
Mouresville
_ Raleigh
W ashington
Wilmington
W inston-Salem
Manager Sign-Off.iRegion:
Office Area
Air
� Water
—� Aquifer Protection
�� Land Qualiry Gngineer
Response (check all applicable)
In-House Revicw
Soil & Water
�/ Coastai Management
_ Wildlife
�/ Wildlife - DOT
�/ Forest Resources
! Land Resourczs
�/ Parks & Recreation
Water Qualiry
�/ Watzr Quality - DOT
Air Quality
��
,/ Marine Fisheries
Watzr Resources
�/ Endvonmental Health
Solid WasSe Mgmt.
Radiation Yrotection
! Other
In-House Reviewer/Agency:
T) �iL l i
_ No objection to project as proposed. _ No Comment
_ Insufficie�t information [o complete review � uther (specify or attach commen���r
�o�
/ �( .�
If you have any yuestions, please contact: ✓U( � Y�
Melba McGee, Environme��c�+�(�'�, Me1ba.McGee(ancdenr.eov � ���
AUG 1 0 201V
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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand � Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (fit) (ft)
22 26+07 to 26+67 0.02
-Y10RPA-
23 19+00 to 20+00 BRIDGE <0.01 0.01 0.17
-Y10RPA- Bank Stabilization
624+49 to 625+64 BRIDG'E � � 0.02 "�
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627+15 to 627+40 Grassed Swale 0.01 0.02
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TOTALS: 0.02 0.00 0.01. � 0.03� 0.18 0.00 0.00 0.00 0.00 0.00
OVERPALL PROJECT TOTALS: 13.82 0.07 0.07 1.29 2.02 0.23 0.02 1953.00 170.00 0.00
Structure @ Sta. 18+43 to 20+43 -Y10RPA-
- 15ft2 permanent impacts
- 3000 ftz temporary impacts
Strucure @ Sta. 623+81 to 626+31 -L-
- 70ftz permanent impacts
- 3900 ft2 temporary impacts
J Revised 3/31/OS
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
� JONES COUNTY
WBS - 34442.1.1 (R-2514D)
SHEET 4 of 4
5/27/2014

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BUFFER DRAWING
SHEET 19 OF 20
0 � - - - zs- �J� � ( / ��� �� 98
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� ^. �. .. .. � I I ✓ � � •. . / � � �L / DA= 9 C PAV. / - _ _ ` ^ - - _ _
r, 'I � � � " J .. � �\ \�� ev\ . � � � I � �. , 2 99 �\ OFFbRE � � / 1 � b£, ../ / • /� \'
t� � G, / / SLOPE= 0.003\FGfi \ � / � .� /
[ �` r � n�E:NO DE� K DRAINS e�� I / / /�/ L REQ.= 399 Ff /
� RE�IIRED FOR THIS � � \ •` .. � L PRO.= 280 Ff 1 / . . M
!� I _ CH RD R STRUCNRE I �\ \ ' \ I � I // / / � I Yl= 1.4 FVSS . � � ' • �'^_ J I �' / � � w
�i � \ � � Qio= io cFs � ) / . � , � ' � ' N
�' " � F l \ \ e� �J ` ( / � ' / I STA.15+25 TO 18+05 RT -YIORPA- \ � 1 ! \ \ . / .� / ..
Q � � _ F / WORK ACCES� � �, �, � / / \ � 7 �, , �
Q � _ � 1 � � W
A' V� / � �' � F F � ��� � If / ( � 2' BASE IATERAL GRlSSED SWALE ` � / / � � '' .' � / �' W
�C � ti ' - DO SEE DETAIL'Q' � �-
O � � � /// 3 � �� ' : /� tn
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� _ -, \ \ b ( / � ' RC -IV 2G1 � _ _ _ __ _ � � � \_ = - — - (%�
j` _ �� I � � �� '� _ � �
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-be— -8 O
O \O ___.---� _ 11 ��{ `��.� �`� f - �- E_= � ----= — --= —_ ----- ----- — ---
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• �- � �� � r = �` t ---- — — —
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W O N � � � � �1 1 �d 1 /I � I � 11 REfAIN \ �By —_—__—�1-PLUG 8 FILLW/ -----_—_ '� � � uSIMTn O
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Z96 � �� ---- � --- FLOWABLE FILL — REfA1N ---------
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V_^ � - b_ � IS'HDP� a I I // � � I I I \ n��F��WAB�FkL. �0b� — �BE PE = DI --_— ---_—_ _SE- —_— —�b ---- W
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4 � � e �` '-rs' D — �
p�g -32— _ ��.- _' -� /
J — 4336— �= m \ �\ \ \ \ � � ` �- — —� 8� �F m F -� _ —� � j /�' ,-32\ � � � � - �
_ = 3�a�nt�2P� \ ���� � � � � � �%2�— Z4.F5 � � � _ _ � = �2�0£ ^ � / / _ W
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� �' { / ',1 A14CON AND NOYCE DI�CAN �
� — � ` � \ � I �I� I� � / �' , � . TRI,yaTEES OF THE OItNCAN REVOCABLE TRUST r '
// .�; �
\�.-� 1 I\\ .. � � f I I 4' BAS�%iAiERAL GRtSSED SW � ' / OB PC �28 V
I`� N� \ l': SEE DEfaL'A' I '/. � PC F �E 162 H �
�, . � � �
� END GRADE ` 1 \\ � DAO 0.93 AG PAV. � 9
� \ -L- STA. 623+35.00 � ��\� � )), • I � ` 0.86 AC GRAS 1� � � /
STANDARD�1�' DRCH \ \ , I ' \0.82 AC OFFSIT ' / / ��� ^ 1 \�'
GRASS LINED� N� 9I n/ /` J y\
� SEE DEfAIL'R' NOTE.DECK DRAINS REQUIRED / �\ \\ ��/ SLOPE= 0.009 F[�f � ty
APPROX.2 CY DDE 1 FROM STA. 623+90 TO ,STA. 624+38 RT.-4- L REQ.1p 260 Ff t �
� � � �. L PRO.b 35 Ff l
` FROM STA 625+70 TO STA. 626+18 RT/L- 7 �\\ ` ' �/ '� //�� �. ,� Q2- 7,p CFS �� �
� V2= 2.0\FLS
1 V�, J � � /AARON 1. YAL� E/TiUIX \ / / 'L� � � ' vaio= z i cFs � -0£— — \ -32— � �
/ /p8 I PG�057 / / � � /� / � / STA 627+15 TO 627+50 RT -L-
i . / �/r// // /' i / ( ��� /
18�,. � ' /i °�'L 1/
AEfAII 'A' DEfAIL 'Q' ' � . . J� :I � / i .� i
IAlERAL GRISSED SWALE IATERAL GRASSED SWN.E Y .+� .
( Not lo Scale� ( Nof to Smlo� / ��
b b FILL .. //iL/.� /� / `/ � � / .
Nmurvl �- F� Noturai �- \ /
Ground 3.� p g\ �• SLOPE Ground :! p 3� 7/Fi. SLOPE �/ � � �/ / .
�
� � � Min.Ds 1.5 F. � � � Min, Dm 1.5 H. �y � 2
l.".I B= 4 F. l»! B= 2 F. �/�.\ \�. � � �
6= SF. b� SF. I�' � / .
FROM STA 627+15 TO STA 627+50 RT. -L- FROM STA 15+25 TO SfA 18+05 RT. YIORPA- \���` •\ 1`: \' �
i
DETAIL'R' DEfAIL'U' \f�\ J I � �1j.: �: 2 GRAPHIC SCALE �
STANDARD N' ORCH FALSE SUMP . J ':
�N,i„smel (NottoScole� /1� � �N
- Madian DNch _ � / � . � � I
'' 1'�' �'" q �I2 � ;� �:��/ ��, ti:`� 100 50 0 100 200
see Chen eelow) -.-,f- xo• --�I GI
Miti D= VAR �- $ � el . ,� � I .
-L- STA 623+20 RT. 5=Difch Slopo 4 Proposed Dkrh /, . I I .
1
oaa, ��ae L Ditch Grode � � �� SEE SHEET 44 FOR -L- PROFILE
0.0% To 2.0% 20' Wer 4.0% To 6.0% 40' � . N �
er . o. 30' � Ovar 6.0% 50' " N m �� �� '� SEE SHEET 56 FOR -YIORPA- PROFILE
SBG - "SHOULDER BERM GUTTER"
SEE SHEETS S-1 THRU 5-? FOR STRUCTURE P L A N S

NOTE: NO DECK DRAINS ;
REQUIRED FOR THIS S I T E 8 ��',1
CH4RD R STRUCTURE
W c.
F WORK ACCESS � �
-___ F N � /
_--- F__ F � /
---_ F ��
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—Y/OR A
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GRASS SWALE DATA
DA= 0.91 AC PAV.
0.13 AC GRASS
2_95 AC OFFSITE
SLOPE= 0.003 FTiFT
L REQ. = 399 FT
L PRO. = 280 FT
Q2 = 8.0 CFS
V2 = 1.4 FTiS
Q70= 10 CFS
V10 = 1.5 FTiS
STA. 15+25 TO 18+05 RT -YIORPA-
2' BASE LATERAL GRASSED SWALE
_ SEE DETAIL 'Q'
------___—LF—
)JECi REFERENCE NO. SHEET NO.
R-25/4D 27
IN4 SHEEf NO.
DWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I'RELIMINF�RY PH.r�:
00 NOT U56 FO CONSIRUCTION
BUFFER DRAWING
SHEET 20 OF 20
--- -�---_
2�i � GRA
1 "�RCP-IV 2GI
�, OTCB ` 1 --
� F -_ -�
� � II F 1 .
_ L�—� m / T T T T � T T T T
--- /- �
� I� RETAIN
/ ��
� -� -
TL - T - �1{�-
T 1' -1 -�--1-- Z-
I U'_`IPLUG & FILL W/ I �- r- 1-
� ��FLOWABLE FILL
\ �11 T
� --�'_ - L - �- - T - - � - -Z - - t- _ S- -
_ �\ �
/ R�OVE �� _
� � C
I I
II PLUG
_ II FLOV
-�
I I
„e-� - � -
�
��
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- ---_ - 2GI
\ 2GI 2GI 15" RCP-IV CAT-1 `� ��
o � 15" RCP-IV � � �//
M � .O ____a��----
�m /�� F F // F
\ w
� \ i
FS �� 2GI
l � �Ni I V — ��
� � O R BZi4�C�ESS �_� W RK �AC _ S:�`'
� - �
� F
�
� GRAPHIC SCALE ������ ALLOWABLE IMPACTS ZONE 1'. �
�
� �
�
�
Z
�
;� J�O Z�J O J�O �OO �\\\\\ ALLOWABLE IMPACTS ZONE 2� N
:�
�
.�
,�
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. �
i
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.i
� i 4' BASE LATERAL GRASSED SWALE
/ : i • SEE DETAIL 'A'
i

BUFFER IMPACTS SUMMARY .
IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ftZ)
1 48" RCP-IV 301+70 TO 303+8g X 18124 11612 29736
-L-
2 DUAL BRIDGES � 371+98 TO 374+73 X 11778 6975 18753
- �-
2@8'X8' RCBC 18+28 TO 22+07 X 2143 2083 4226 "
-DRV3- �
10+65 TO 10+78 X 26 26
-DRV4-
3 DUAL BRIDGES 388+28 TO 395+18 X 31209 12501 43710
L-
4 54"RCF-IV 473+16 TO 474+13 X 14017 9383 23400
-L-
5 36" RCP-IV 519+60 TO 520+66 X 15142 9677 24819
-L-
6 78" RCP-IV 529+50 TO 532+45 X 20266 12665 32931
-L-
7 60" RCP-IV 507+43 TO 513+23 X 38167 25504 63671
-L-
8 BRIDGE 18+45 TO 20+27 X 7707 6670 14377
-Y'I ORPA-
TOTAL: 52837 28255 81092 105716 68841 174557

Rev.Jan 2009

0
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� °'.+ � .. 90 00' (RT.i' � .. i / / 90I
.
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� ` I'�r ' .. '+37.14 -Y10RPM � C/A FE RF ' � m
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SKETCH SHOWING PAVEMENT / BRIDGE RELATIONSHIP
58G - 'SHOUCDER BERM GUITER
PS - 'PAVED SNOUl17ER'
(NOT TO SCALEI
NN SHEET NO.
0.0ADWAY DESIGN F1Y�PAULICS
^ � ENOINEER ENGINEER
O�
N
�y
h PRELIMIN RY PLANS'
��fL� 00 NOT U56 PO CONS7RIICITON
\ �
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-Y/ORPA- nsz.oc
P!s Sta 2/+84,59 P/ Sla 24+15A4
342+72.41 6s = T32'20l �= 29'2d'25.9'fRTJ
q 8 Ls = 200.Qf1' D= 7'32' 201' -L- POT Sta. 635tGbA0=
LT = 133.45` L= 322.86` -Y/ORPA- POT Sta.1Ot00.00
IeACON ataD JOYCE DUNCAN ST = 66.75' T=/8.3.90'
TRUSTEE$ OF THE DUNGUI REVOCABLE TRUST R= 7GOAO�
oe zsw Pc rea SE = A8 -g�- �g PINC 350+55.92
PC F SI�E 162 11 RO � ZC� .� /•
. / ;
BEG N SBG
� 5 G T -YIORPA- 15+72 • �' � �
/� C"8'WP RAP APPROACH� SLAB � � '• .� i� py,
+00.00 -V10RP! �
�5 /. ST. 7 SY� GEOT ILE EST, ] yTONS P 90.00' (RT.� �`\ �% y�
EST, 7 SY GEOTE%TILE + 0 0. 0 0 - Y I O R P A- �/ , r
: �713 714 60.00' �R .j . .• � �
4' 9ASE LATEML GPfSSED SW .\' .
: BDO SEE DETAIL'q' +00.00 - OR +50.0� -YlORPA. �
1710 33.04' (RT.j ' � � � 37.57' RT. �
�"O � � NO �p �ENCE � / ' �
_ ---_E� � �.. : : c�'
� -- --- = F E�_E � � �
�te �ci ' GRAU ^ � •-• _ Llad
vsci 4,PS - -----�_�_ F F- �
� o �o �
��„ oorce - S 60'32' 45.0'W
� � 1 0:1 ' 4, P �
v �
- `_ �I .-___ ______-___ - '
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� RETAIN ------�PLUG 6 FIIL W/ ----------------------- �'� acd
i FLOWA9LE FILL RETAIN --�-
�u�s envr rr
r�-_ ----- ----� - - -- ---�------- --- ------ � /i
�� r T � �6'�2' 45.0�-� -m �--a 630 � � � - �a �- � -e - � � -s - � � � - � - � - rya� ��
A FLOWABLE FILL 15' HOPE p� ♦- p
� �II ,_= = ------ ------- `�
-_ __ � , _-.�" _ _------------- ----- --------
/ RETAIN � us r,wr n �
a�o�, Il ,0 70 "�
----�--�s----� ' - ------------------------_____ �
��CAT-1
00' TAPER n // � �
COLLAR ANC EXTEND 1 CdIiAUt ANU t'CttCLCVAI�� /�' \ F F + ` I
NV15' RCP IV - �. � TONS � ��� �o �END SBG �
F �A� E5T.9 SY G TIXT � - 'ti' � �' 94 -!r 628+05 -� �s`�
70 \, - � 7 / 160.5�5 6805'll'E �Ai / / ' dfi
ai ] ' • / .
� � - �a .
� \ , � '�� F +77,00 -L- •' � � YACON aFD JOYCE DUNCON q'�
CL 'B' RIP PAP n �
E5T.7 TONS END � I . � : ND3 U�R FENCE •' / TRUSTEE$ OF THE DUNCAN REVOCABLE TRUST �
esr. � svi ceoTocrae APPROACH SLAB .• � ��4 � na '
73.00 -!� �' C'8' 0.1 PbP � � 4' BASE ahR4L GR/SSED SY/ALE �
19D,99' (RT .. E.4 T NS SEE DETAIL'A' •' /: PC F SUDE �62 H -
UA FENC� � �T. 7 GE TIXTILE I ,./ / , n o
tas.oa��RT�� END GRADE ,��:�� �o
sralloaao N�oitcn -�- STA. 623+35.00 • B�GI G •�
GAA55 LINED APPR H SLAO � ! � +so.00 -� .• �
SEE OETAIL �R' NaTE: DECK DRAINS RE4UI0.ED _ �•� , y 170.00' (AT.j .�
MPROX.7 CY DOE PROM STA.673+90 TO STA.674+38 RT.-L- 115.63 (H
FAOM STA.675+70 TO STA.696+78 RT.-L- 97 UA FENCE� mN� � �/� � /�
� nnRON L. MnLLaRD, ET Ux `°�'
�
oe �sz Pc osr
DETAIL 'A' DETAIL 'O'
L4TERAL GRASSED SWALE IATERAL GMSSED SVIAL2
(Notfa Sml�) (Nollo Smle)
Nalu r_ �i�L ofura �_ Flll
Gnund_ SIOP! 1 SLO�[
- _.p_ _ t'<f.T� . _- _ Ground __.p _ ._ _ ir�L._.. . . _
Mln.o� 1.a FI. MIn.G- 1,! Ff.
0 B� 4 H. B B- 1 H�
b- 5 FI. h� 5 F.
FROM SfA, 627+15 TO STA. 677+50 RT. -Ir FAOM STA 15+43 TO STA 19+05 RT. -YIORPA-
DETAIL ,R, DETAII 'U'
57ANOARD ry' DITCH FALSE SUMP
INolm7ml.1 (Natto S<al�)
� Medle=_TDHe6 _ �1 I_
N 9� �I��I`
ioune .� Gnund
0
oChorlBdvW)-ry� 20'� G�
hUn. D. VAp. r 5-
, -L- STA.623+40 RT. 5-Dtleh Slap� 4 P�opo�ad Ditch
SKETCH SHOWING PAVEMENT / BRIDGE REUITIONSNIP
SBG - 'SHOU[DER BERM GUiTER'
(NOT TO SCALEI
� � � � � � - _ - - -
_ _ � _ � � _ � _ T � � � � � � _
- _ - � � �
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__ . _ . . .'__._ .
_ _ ._ _ _ _._ _'
. _ _. __ _ _ �� ........... ._ . _ _ .
=_ =_- =L------------�-_ - _-
-L-
6E I PPR A H LAB �,.� E D APPR A H LAB
-L�STA�623+ 8.31_ N �_ -� STA, 26+ 5.93 _
� ,--��s-- -, -,a _...:;
� - - - a - - - -
b n � _...... �
- - � � - - - -
� � �
SBG TYPE B-77 TYPE 8-77 SBG
' FULL 12' LANE LANE TAPER
BE N ID E E 9 D
-L- ST . 6Z3+92.45 - - T , 4 +41,79
SBG - "SHOULDER BERM GUTTER"
SEE SHEET 44 FOR -L- PROFILE
SEE SHEET �8 FOR -YIORPA- PROFILE
SEE SHEETS S-1 THRU S-B FOR STRUCTURE PLANS