20230687 Ver 1_U-6202_PCN attachments_20230510

t/jfF,I way North Carolina Department of Transportation
.i1U111ilViltY't'
Highway Stormwater Program m wM o—
STORMWATER MANAGEMENT PLAN
(Version 3.00;Released August 2021) FOR NCDOT PROJECTS
WBS Element: 48662.1.1 TIP/Prof No: U-6202 Count ies: New Hanover Page 1 of 4
General Project Information
WBS Element: 48662.1.1 ITIP Number: U-6202 Project Type: Roadway Widening Date: 3/7/2023
NCDOT Contact: Mason Herndon Contractor/Desi ner: HNTB North Carolina,P.C./James A.Byrd,PE
Address:5501 Barbados Blvd Address:343 E.Six Forks Road
Castle Hayne,NC 28429 Suite 200
Raleigh,NC 27609
Phone:[phone] Phone:[phone]
Email:[e-mail] Email:jab rd hntb.com
City/Town: Wilmin ton Count ies: New Hanover
River Basins: Cape Fear I CAMA County? Yes
Wetlands within Project Limits? Yes
Project Descr1 lion
Project Length lin.miles or feet): 2.57 Surrounding Land Use: Suburban/Residential
Proposed Project Existing Site
Project Built-Upon Area ac. 36.7 1 ac. 21.1 ac.
Typical Cross Section Description: 4-lane divided roadway consisting of 11'travel lanes,17'-6"median,and curb and gutter. 2-lane roadway consisting of 12'lanes
10'multi-use path will be added within the berm area on the north side and a 5'sidewalk
will be included on the south side.
NAnnual Avg Daily Traffic(veh/hr/day): Design/Future: 35300 Year:2045 Existing: 25700 Year: 2019
O General Project Narrative: NCDOT TIP Project No.U-6202 is a 2.5 mile long widening of SR 2048(Gordon Rd)from an existing two lane facility with an open shoulder typical section to a 4 lane 17.5'median
(Description of Minimization of Water divided section with a curb and gutter typical section. The project is located in the coastal plain region of southeastern North Carolina and has flat sandy soiled terrain.
N Quality Impacts)
Proposed Stormwater designs will maintain existing drainage patterns and provide Stormwater controls to the maximum extent pratical. All embankments and slopes are to
\ stabilized with appropriate ground cover to maximize vegetation treatment on fill and cut slopes. Project runoff from inpervious areas will primarily be captured within gutter sections
and intercepted by catch basins,or other drianage structures,and then discharged through closed systems to a stabilized outlet. All pipe outlets discharge into appriopriately sized
Orip rap outlet pads to provide velocity mitigation and long term stability.Ditching has been provided in feasible locations to provide maximum treatment opportunities.
There is one major hydraulic crossing at Stream SC. SC is an UT to Smith Creek currently carried under Gordon Rd via 3 @ 66"BMP crosspipes where the downstream inverts
are perched between 1.5'to 3'above the receiving channel. The existing CMP's are to be replaced with a 2 @ 9'x 7'RCBC buried T with entrance and exit sills. The proposed
RCBC profile will remove the perched outlets and reset the culvert to match channel thalweg at the upstream and downstream ends. At all locations where jurisdictional features
l� are intercepted by pipes in U-6202 drainage designs,the pipes have been buried to promote live bed conditions and aquatic passages.
r /

I111��'F1�' North Carolina Department of Transportation
Mori»w�trr: � `
Highway Stormwater Program �,
STORMWATER MANAGEMENT PLAN
(Version 3.00;Released August 2021) FOR NCDOT PROJECTS
WBS Element: 48662.1.1 TIP/Prof No.: U-6202 County(ies): New Hanover Page 2 of 4
General Project Information
Waterbody Information
Surface Water Body 1 : UT to Smith Creek NCDWR Stream Index No.: 18-74-63
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Swamp Waters Sw
Other Stream Classification:
Impairments:
M Aquatic T&E Species? Comments:
` • , NRTR Stream ID: SA Buffer Rules in Effect: N/A
N Project Includes Bridge Spanning Water Body? INo I Deck Drains Discharge Over Buffer? I N/A Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body? I N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
O (If yes,provide justification in the General Project Narrative) General Project Narrative)
N Surface Water Body(2): UT to Smith Creek NCDWR Stream Index No.: 18-74-63
Primary Classification: Class C
\ NCDWR Surface Water Classification for Water Body
Supplemental Classification: Swamp Waters(Sw)
C)
Other Stream Classification:
Impairments:
\ Aquatic T&E Species? Comments:
r / NRTR Stream ID: SB Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? INo Deck Drains Discharge Over Buffer? I N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? I N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body 3: 1 UT to Smith Creek NCDWR Stream Index No.: 18-74-63
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Swamp Waters Sw
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: Sc Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? I N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)

1 11-11%v,i 1 • North Carolina Department of Transportation
tw�t(•r
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 3.00;Released August 2021) FOR NCDOT PROJECTS
WBS Element: 48662.1.1 TIP No.: U-6202 County(ies): New Hanover Page 3 of 4
Additional Waterbody Information
Surface Water Body 4: Smith Creek NCDWR Stream Index No.: 18-74-63
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Swamp Waters Sw
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: Smith Creek Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? INo I Deck Drains Discharge Over Buffer? I N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? I N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body(5): UT to Smith Creek NCDWR Stream Index No.: 18-74-63
00 NCDWR Surface Water Classification for Water Body Primary Classification: Class C
INSupplemental Classification: Swamp Waters(Sw)
C) Other Stream Classification:
Impairments:
N Aquatic T&E Species? Comments:
NRTR Stream ID: SY Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
O Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body 6: UT to Smith Creek NCDWR Stream Index No.: UT to Smith Creek
\ NCDWR Surface Water Classification for Water Body Primary Classification: Class C
r^/ Supplemental Classification: Swamp Waters Sw
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: TC Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? I (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body(7): UT to Smith Creek NCDWR Stream Index No.: UT to Smith Creek
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Swamp Waters(Sw)
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: TA Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? INo I Deck Drains Discharge Over Buffer? I N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Dischar a Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) I General Project Narrative)

Mo-R MEE
STATE OF NORTH CAROLINA Te STATE
BEGIN U-6202
DIVISION OF HIGHWAYS ---
PROJEC coli 48662.1.1 PE
48662.2.1 ROW
48662.2.2 UTILITY
48662.3.1 CONSTRUCTION
N - NEW HANG TVER COUNTY
LOCATION: SR 2048 (GORDON ROAD) FROM PERMIT DRAWING
1 END US 17 BUS (MARKET STREET) SHEET I OF 13
PROJECT
7 13 ings Grant TO WEST OF INTERSTATE-40
Mz �l Ite 0
TYPE OF WORK GRADING,DRAINAGE,PAVING, CULVERT,AND SIGNALS
, 4s i WETLAND AND SURFACE WATER IMPACTS PERMIT
BUS 0
17
ble
dl� SITE SITE 5
VICINITY MAP END TIP PROJECT U-6202
—L— POT STA. 150+41.89
N 24
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END CONSTRUCTION
—L— POT STA. 156+26.89
BEGIN TIP PROJECT U-6202
—L— POT STA. 14+50.00 EXISTING SIGNAL
NOTES: PROPOSED SIGNAL
1.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III MODIFIED.
2.
THIS PROJECT IS PARTIALLY WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF WILMINGTON.
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PREPARED IN THE OFFICE OF: HYDRAULICS ENGINEER
IITB 101ITH CAROLIIA' P.C.
34 E. Six Forks Road Suite 200
30 15 0 ADT 2019 = 25,700 Raleigh,3 - a North
rth Carolina 2760 9
30 60 HNTBN, Lic, a No: C-1554
ADT 2045 = 35,300 LENGTH OF ROADWAY T.I.P. PROJECT U-6202 2.574 MILES
FOR NCDOT DIVISION 3
PLANS K = 8 %
E D = 55 % 2018 STANDARD SPECIFICATIONS P.E.
SIGNATURE:
50 25 0 50 100 T = 4 %
J.MATTHEW PICKENS, PE
TOTAL LENGTH OF T.I.P. PROJECT U-6202 = 2.574 MILES PROJECT ENGINEER ROADWAY DESIGN
ENGINEER
V = 50 MPH RIGHT OF WAY DATE:
PROFILE (HORIZONTAL) TTST =1% DUAL 3% JUNE 17,2022 TATYANA GIBBS, El OP
C14 0
0 CN4 10 5 0 10 20 FUNC CLASS LETTING DATE: PROJECT DESIGN ENGINEER
N(D URBAN ARTERIAL —L— CENTERLINE
cc JUNE 18,2024 BRIAN HARDING, PE P.E.
LENGTH BASED ON
SUBREGIONAL TIER NCDOT CONTACT
PROFILE (VERTICAL) SIGNATURE, A

HNTBHNTB NORTH CAROLI NA, P.C. PROJECT REFERENCE NO SHEET N0.
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HNTB HNTa NORTH CAROL INA, P.C.
PROJECT REFERENCE NO. SHEET NO.
DETAILP06 � � DETAtLSBD2 3a3 E. Six Forks Road, Suite zoo U-6202 5
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H NTB PROJECT REFERENCE NO SHEET NO.
3438E. Six Fork RoadP Suite 200
Raleigh, North Carolina 27609 U=6202-- 5A
NC License No. C-1554
RMI SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DETAIL CCI DETAIL CC2 DETAIL P07
CHANNEL CHANGE CHANNEL CHANGE PIPE OUTLET CHANNEL IMPROVEMENTS O
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FROM -Y3-STA.15+40 TO STA.20+00 RT FROM -Y3-STA.20+00 TO STA.22+50 RT
PERMIT DRAWING
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ROADWAY DESIGN HYDRAULICS
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m / HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Roatl, Suite 200 U-6202 15
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H NTBROJECT REFERENCE NO SHEET NO.
m ----- / HNTB NORTH CAROLINA, P.C.
Raleigh,
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Raleigh, North Carolina 27609
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���� HNTB NORTH CAROLI NA, P.C. PROJECT REFERENCE NO. SHEET NO,
X 343 E. Six Forks Road, Suite 200 U-6202 16
Raleigh, North Carolina 27609
SERV N,, Li se No: C-1554 RW SHEET NO.
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1. ALL DRIVEWAYS HAVE 10' RADII UNLESS OTHERWISE NOTED. FOR —Y22— PROFILE, SEE SHEET 37

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���� HNTB NORTH CAROLI NA, P.C. PROJECT REFERENCE NO. SHEET NO.
X �' I 343 E. Six Forks Road, Suite 200 U-6202 16
Raleigh, North Carolina 27609
L' NC License No: C-1554 RW SHEET NO.
- SERV
/ ROADWAY DESIGN HYDRAULICS
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H N T B NORTH C A R O L I N A, P.C. PROJECT REFERENCE NO. SHEET NO.
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WETLAND AND SURFACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In 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) (ft) (ft)
1 Y4RPC Sta. 10+78 to Sta. 11+24 RT 66" RCP Outlet Bank Stabilization 0.019 0.001 38 10
1 Y3 Sta. 19+79 to Sta. 23+82 RT Channel relocation 0.028 406
2 Y3 Sta. 23+32 to Sta. 23+55 LT 36" RCP 0.001 0.011
3 Y3 Sta. 14+88 to Sta. 19+79 RT Channel relocation 0.052 0.001
4 L Sta. 98+06 to Sta. 98+61 LT/RT 9'X7' RCBC 0.043 74
4 L Sta. 97+96 to Sta. 98+68 LT/RT Channel Improvements/Stabilization 0.024 0.006 61 17
5 L Sta. 107+02 to Sta. 108+00 LT Pipe Outlet Bank Stabilization 0.011 0.002
5 L Sta. 107+99 to Sta. 109+14 LT 54" RCP 0.011
c' J 6 L Sta. 147+04 to Sta. 147+14 LT 36" RCP 0.001 13
N 6 L Sta. 146+90 to Sta. 147+07 LT 36" RCP Outlet Bank Stabilization 0.001 0.001 12 10
O
N
O
TOTALS*: 0.001 0.011 0.190 0.011 604 37 0
NOTES:
Site 3 and 5 are JS Nonmit NC DEPARTMENT OF TRANSPORTATION
Site 1: 396 Linear ft of new channel to be constructed DIVISION OF HIGHWAYS
Permanent Fill in Wetlands: 35 SF 3/28/2023
Temp. Fill in Wetlands: 464 SF New Hanover
Permanent Surface Water impacts: 8233 SF U-6202
Temp. Surface Water impacts: 479 SF
Revised 2018 Feb SHEET 13 OF 13

tt r STATE
ROY COOPER n A
Governor
ELIZABETH S.BISER „ MmH�%
Secretary `a`p+N ^�
MARC RECKTENWALD NORTH CAROLINA
Director Environmental Quality
May 8,2023
Mr.Mason Herndon
Project Development&Environmental Analysis Engineer
NCDOT Division 3
5501 Barbados Boulevard
Castle Hayne,North Carolina 28429
Dear Mr.Herndon:
Subject: Mitigation Acceptance Letter:
Division 3 Project—TIP U-6202—SR 2048(Gordon Road)Widening,New Hanover County
The purpose of this letter is to notify you that the North Carolina Department of Environmental Quality—Division
of Mitigation Services(NCDEQ-DMS)will provide the mitigation for the subject project. Based on the information
received from you on May 8,2023,the impacts are located in CU 03030007 of the Cape Fear River basin in the Southern
Outer Coastal Plain(SOCP)Eco-Region,and are as follows:
Cape Fear Stream Wetlands Buffer(Sq.Ft.)
03030007 Cold Cool Warm Riparian Non- Coastal Zone 1 Zone 2
Riparian Marsh
Impacts(feet/acres) 0 0 135.000 0 0 0 0 0
DMS commits to implementing sufficient compensatory mitigation credits to offset the impacts associated with
this project as determined by the regulatory agencies in accordance with the In-Lieu Fee Instrument dated July 28,2010. If
the above referenced impact amounts are revised,then this mitigation acceptance letter will no longer be valid and a new
mitigation acceptance letter will be required from NCDEQ-DMS.
If you have any questions or need additional information,please contact Ms.Beth Harmon at 919-707-8420.
Sincerely,
for James B. Stanfill
DMS Deputy Director
cc: Mr. Tom Steffens,USACE—Washington
Mr.John Hennessy,NCDWR
Mr.Brad Chilton,NCDOT—EAU
File:U-6202—Division 3
D E QNthor Carolina Department of Environmental Quality I Division of Mitigation Services
217 West Jones Street 1 1652 Mail Service Center I Raleigh,North Carolina 27699-1652
noa7Fr cnwo-_iron
op.rn.n m ermro ,m u.� /'0 919.707.8976

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-01784 County: New Hanover County U.S.G.S.Quad: Scotts Hill
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Applicant: NCDOT-Division 3
Attn:Mr.Mason Herndon
Address: 5501 Barbados Blvd.
Castle Hayne,NC 28429
Size(acres) +/-150 Nearest Town Wilmington
Nearest Waterway Smith Creek River Basin Onslow Bay
USGS HUC 03020302 Coordinates Latitude: 34.271328056627
Longitude:-77.8494161994018
Location description: The project(U-6202)runs from Military Cut Off to I-40 along Gordon Road in Wilmington,
New Hanover County.
Indicate Which of the Following Apply:
A. Preliminary Determination
X There are waters,including wetlands, on the above described project area, that may be subject to Section 404 of the
Clean Water Act(CWA)(33 USC § 1344)and/or Section 10 of the Rivers and Harbors Act(RHA)(33 USC §403). The
waters,including wetlands, have been delineated,and the delineation has been verified by the Corps to be sufficiently
accurate and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process,
including determining compensatory mitigation. For purposes of computation of impacts,compensatory mitigation
requirements,and other resource protection measures,a permit decision made on the basis of a preliminary JD will treat all
waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional
waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process(Reference 33 CFR Part 331). However,you may request an approved JD,which is an
appealable action,by contacting the Corps district for further instruction.
_ There are wetlands on the above described property, that may be subject to Section 404 of the Clean Water Act
(CWA)(33 USC § 1344)and/or Section 10 of the Rivers and Harbors Act(RHA)(33 USC§403).However,since the
waters,including wetlands, have not been properly delineated,this preliminary jurisdiction determination may not be
used in the permit evaluation process. Without a verified wetland delineation,this preliminary determination is merely an
effective presumption of CWA/RHA jurisdiction overall of the waters,including wetlands, at the project area,which is
not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the
waters of the U.S. on your property delineated. As the Corps may not be able to accomplish this wetland delineation in a
timely manner,you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act(RHA)(33 USC §403)and Section 404 of the Clean Water Act(CWA)(33 USC
§ 1344). Unless there is a change in law or our published regulations,this determination may be relied upon for a period
not to exceed five years from the date of this notification.
_ There are waters of the U.S.,including wetlands, on the above described project area subject to the permit requirements
of Section 404 of the Clean Water Act(CWA)(33 USC§ 1344). Unless there is a change in the law or our published
regulations,this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We recommend you have the waters of the U.S. on your property delineated. As the Corps may not be able to
accomplish this wetland delineation in a timely manner,you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
Page 1 of 2

SAW-2019-01784
_ The waters of the U.S.,including wetlands, on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion,this survey should be
reviewed and verified by the Corps. Once verified,this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which,provided there is no change in the law or our published regulations,may be
relied upon for a period not to exceed five years.
_ The waters of the U.S.,including wetlands, have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on .Unless there is a change in the law or our
published regulations,this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ There are no waters of the U.S.,to include wetlands,present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act(33 USC 1344). Unless there is a change in the law or our
published regulations,this determination may be relied upon for a period not to exceed five years from the date of this
notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(LAMA). You should contact the Division of Coastal Management in Morehead City,NC,at(252)808-2808 to
determine their requirements.
Placement of dredged or fill material within waters of the US,including wetlands,without a Department of the Army permit
may constitute a violation of Section 301 of the Clean Water Act(33 USC§ 1311). Placement of dredged or fill material,
construction or placement of structures,or work within navigable waters of the United States without a Department of the
Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act(33 USC§401 and/or 403).If
you have any questions regarding this determination and/or the Corps regulatory program,please contact Brad Shaver at
[phone] or Brad.E.ShaverAusace.army.mil.
C. Basis For Determination: N/A.An Approved JD has not been completed.
D. Remarks: The site was field verified on 9/18/2019.
Date: 2019.09.27
Corps Regulatory Official: 08:47:45 -04'00'
Date: September 26,2019 Expiration Date: None
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so,please complete our Customer Satisfaction Survey, located online at
http:Hcop2smapu.usace.g,M.mil/cm_apex/P12=136:4:0.
Copy Furnished:
NCDEO-DWR attn:Ms.Joanne Steenhuis

SAX'-2019-01784
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: NCDOT-Division 3 File Number: SAW-2019-01784 Date: September 26,
2019
Attached is: E See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter ofpermission) A
PROFFERED PERMIT (Standard Permit or Letter ofpermission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at htip://www.usace.army.mil/Missions/CivilWorks/Re ug latoryProgramandPermits.aspx or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit,you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission(LOP),you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety,and waive all rights to appeal the
permit,including its terms and conditions,and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit(Standard or LOP)because of certain terms and conditions therein,you may request that the
permit be modified accordingly.You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice,or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter,the district engineer will evaluate your objections and may: (a)modify the
permit to address all of your concerns,(b)modify the permit to address some of your objections,or(c)not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections,the district engineer
will send you a proffered permit for your reconsideration,as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit,you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission(LOP),you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety,and waive all rights to appeal the
permit,including its terms and conditions,and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit(Standard or LOP)because of certain terms and conditions therein,you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice means that you accept the approved JD in its entirety,and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD,you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.

SAW-2019-01784
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT 6r]
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However,you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may
appeal process you may contact: also contact:
District Engineer,Wilmington Regulatory Division, Mr. Philip Shannin,Administrative Appeal Review Officer
Attn: Brad Shaver CESAD-PDO
69 Darlington Ave U.S.Army Corps of Engineers, South Atlantic Division
Wilmington,NC 28403 60 Forsyth Street,Room 10M15
Atlanta,Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel,and any government
consultants,to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation,and will have the opportunit to participate in all site investi yations.
Date: Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer,Wilmington Regulatory Division,Attn: Brad Shaver,69 Darlington Avenue,Wilmington,North
Carolina 28403
For Permit denials,Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer,Commander,U.S.Army Engineer Division,South Atlantic,Attn: Mr.Philip Shannin,
Administrative Appeal Officer,CESAD-PDO,60 Forsyth Street,Room 1OM15,Atlanta,Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 9/26/2019
B. NAME AND ADDRESS OF PERSON REQUESTING PJD:
NCDOT Division 3
5501 Barbados Blvd.
Castle Hayne,NC 28429
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington,U 6202, SAW-2019-01784
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
SR 2048 (Gordon Road)widening from US 17 to Interstate 40 in Wilmington,New Hanover County.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State:NC County/parish/borough:New Hanover City:Wilmington
Center coordinates of site (lat/long in degree decimal format):Lat.: 34.270250 Long.:-77.845210
Universal Transverse Mercator:
18S 2380453795783
Name of nearest waterbody: Smith Creek
E. REVIEW PERFORMED FOR SITE EVALUATION(CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
® Field Determination. Date(s): 9/18/2019

TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH"MAY BE"SUBJECT TO REGULATORY
JURISDICTION.
Site Latitude(decimal Longitude Estimated amount of Type of aquatic Geographic authority to
Number degrees) (decimal degrees) aquatic resources in resources(i.e., which the aquatic resource
review area(acreage wetland vs.non- "maybe"subject(i.e.,
and linear feet,if wetland waters) Section 404 or Section
applicable 10/404
SA 34.27073 -77.84183 13 ft. Non-wetland waters Section 404
(perennial stream)
SB 34.27122 -77.84422 186 ft. Non-wetland waters Section 404
(perennial stream)
SC 34.27132 -77.84643 462 ft. Non-wetland waters Section 404
(perennial stream)
Smith 34.27717 -77.86722 208 ft. Non-wetland waters Section 404
Creek (perennial stream)
SY 34.27871 -77.86906 404 ft. Non-wetland waters Section 404
(intermittent stream)
SY 34.27762 -77.86952 453 ft. Non-wetland waters Section 404
(perennial stream)
TA 34.26480 -77.83263 <0.1 acre Non-wetland waters Section 404
(tributary)
TC 34.26981 -77.84378 653 ft. Non-wetland waters Section 404
(intermittent stream)
WA 34.27870 -77.86867 0.3 acre wetland Section 404
'V'H 34.27786 -77.86960 0.1 acre wetland Section 404
WQ 34.27714 -77.86926 0.3 acre wetland Section 404

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the
review area, and the requestor of this PJD is hereby advised of his or her option to request
and obtain an approved JD (AJD) for that review area based on an informed decision after
having discussed the various types of JDs and their characteristics and circumstances when
they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide
General Permit (NWP) or other general permit verification requiring "pre-construction
notification" (PCN), or requests verification for a non-reporting NWP or other general permit,
and the permit applicant has not requested an AJD for the activity, the permit applicant is
hereby made aware that: (1) the permit applicant has elected to seek a permit authorization
based on a PJD,which does not make an official determination of jurisdictional aquatic
resources; (2)the applicant has the option to request an AJD before accepting the terms and
conditions of the permit authorization, and that basing a permit authorization on an AJD could
possibly result in less compensatory mitigation being required or different special conditions;
(3) the applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can accept
a permit authorization and thereby agree to comply with all the terms and conditions of that
permit, including whatever mitigation requirements the Corps has determined to be necessary;
(5) undertaking any activity in reliance upon the subject permit authorization without
requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6) accepting a
permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in
reliance on any form of Corps permit authorization based on a PJD constitutes agreement that
all aquatic resources in the review area affected in any way by that activity will be treated as
jurisdictional, and waives any challenge to such jurisdiction in any administrative or judicial
compliance or enforcement action, or in any administrative appeal or in any Federal court;
and(7)whether the applicant elects to use either an AJD or a PJD,the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms and
conditions contained therein), or individual permit denial can be administratively appealed
pursuant to 33 C.F.R. Part 331. If,during an administrative appeal, it becomes appropriate to
make an official determination whether geographic jurisdiction exists over aquatic resources
in the review area, or to provide an official delineation of jurisdictional aquatic resources in
the review area, the Corps will provide an AJD to accomplish that result, as soon as is
practicable. This PJD finds that there "may be"waters of the U.S. and/or that there "may be"
navigable waters of the U.S. on the subject review area, and identifies all aquatic features in
the review area that could be affected by the proposed activity, based on the following
information:

SUPPORTING DATA. Data reviewed for PJD(check all that apply)
Checked items should be included in subject file. Appropriately reference sources below where
indicated for all checked items:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map:
® Data sheets prepared/submitted by or on behalf of the PJD requestor.
®Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters'study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑USGS 8 and 12 digit HUC maps.
®U.S.Geological Survey map(s).Cite scale&quad name: Scott's Hill,NC, 2011
® Natural Resources Conservation Service Soil Survey.
Citation: Soil Survey of New Hanover County(2009)
❑National wetlands inventory map(s). Cite name:
❑State/local wetland inventory map(s):
❑FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
❑Photographs: ❑Aerial(Name & Date):
or❑Other(Name&Date):
❑ Previous determination(s). File no. and date of response letter:
❑Other information(please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by the Corps and should not be relied upon for later jurisdictional
determinations.
�Z>-Jk- Date: 201 9.09.27 Digitally signed by Mason
Herndon
a �wz 08:46:19 -04'00' Date:2019.09.25 16:05:40
-04'00'
Signature and date of Regulatory Signature and date of person
staff member completing PJD requesting PJD(REQUIRED,
unless obtaining the signature
is impracticable)1
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the
established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing
an action.

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DocuSign Envelope ID: 18A77065-47AE-4B71-8DCB-B9F1C9C65351
MINIMUM CRITERIA DETERMINATION CHECKLIST
TIP Project No. U-6202
W.B.S. Project No. 48662.1.1
Project Location:
The project proposes to widen SR 2048 (Gordon Road) from I-40 to U.S. 17 (Market Street) in
New Hanover County(see attached Project Location Map).
Project Description:
The 2.5-mile project will widen Gordon Road to a four-lane divided roadway with a 17.5-foot
raised median. The proposed typical section will use 11-foot travel lanes with curb and gutter. A
10-foot multi-use path will be added within the berm area on the north side and a 5-foot sidewalk
will be included on the south side.
This project is included in the 2020-2029 NCDOT State Transportation Improvement Program
(STIP) and is scheduled to begin right-of-way acquisition in fiscal year 2022 and construction in
fiscal year 2024.
Purpose and Need:
The project is needed because the capacity of Gordon Road between I-40 and U.S. 17 is inadequate
to meet current and future traffic volumes,resulting in increased congestion and reduced mobility.
The purpose of the project is to improve capacity and reduce congestion along Gordon Road and
is intended to aid in managing the growth that the Wilmington area has been experiencing. This
project will also improve mobility for bicyclists and pedestrians through the corridor by providing
multimodal facilities.
Anticipated Permit or Consultation Requirements:
A permit from the US Army Corps of Engineers (USACE) will be required for proposed impacts
to "Waters of the United States".
In addition, a corresponding NCDWR Section 401 Water Quality General Certification(GC) will
likely be required prior to the issuance of the Section 404 Permit. The USACE holds the final
discretion as to what permit will be required for the construction of this project at the time of
application.
Environmental Commitments:
The list of special project commitments (Green Sheet) is located at the end of the checklist.
I

DocuSign Envelope ID: 18A77065-47AE-4B71-8DCB-B9F1C9C65351
Special Project Information:
Stormwater Management:
NCDOT received a response to the Start of Study letter from the NC Division of Water Resources
(NCDWR) on February 12, 2021. In addition to standard scoping comments, NCDWR noted the
following project specific comment:
"To meet the requirements of NCDOT's NPDES permit NCS000250, the road design plans
shall provide treatment of the stormwater runoff through BMPs as detailed in the most recent
version of the North Carolina Department of Transportation Stormwater Best Management
Practices Toolbox manual. The BMPs should, to the maximum extent practical, be selected
and designed to reduce impacts of the target pollutants of concern (POCs) for the receiving
waters."
Estimated Cost as of December 2021):
Construction $28,000,000
Right-Of-Way $14,000,000
Utilities $4,500,000
Total $46,500,000
Estimated Traffic:
Existing 2019 : 22,000 to 24,400 VPD
Future 2045 : 29,400 to 35,300 VPD
TT-ST: 1 percent
Dual: 3 percent
Design Exceptions: There are no design exceptions anticipated for this project.
Hazardous Materials: The March 2, 2021 GeoEnvironmental Phase I Report identified six (6)
sites of concern within the project study area. Three (3) sites of concern are within the current
slope stake limits of preliminary design plus an additional 25 feet.
Sites of concern identified in this report will be reviewed by the GeoEnvironmental Section once
the Final Right of Way plans are complete to determine if Phase II Investigations and Right of
Way Recommendations are necessary prior to right of way being acquired. If necessary,
contaminated soil, underground fuel storage tanks, and ground water monitoring wells in conflict
with the project will be removed prior to construction or addressed in a Project Special Provision.
Pedestrian and Bicycle Accommodations: The majority of the project area lacks sidewalks,
bicycle, or greenway facilities, with the exception of a small portion of sidewalk along the north
side of Gordon Road near Vorils Lane.
A Complete Streets Project Sheet was submitted to the Integrated Mobility Division (IMD) and
approved in July 2021. IMD scoping comments noted a shared use path along Gordon Road would
provide safe accommodations for bicyclists and pedestrians along this corridor. Based on IMD
recommendations and public feedback received, a 10-foot multi-use path will be added within the
2

DocuSign Envelope ID: 18A77065-47AE-4B71-8DCB-B9F1C9C65351
berm area on the north side and a 5-foot sidewalk is proposed on the south side. Crosswalks are
proposed at signalized intersections.
Construction of sidewalks and crosswalks are contingent upon the completion of a cost-sharing
municipal agreement between New Hanover County and NCDOT.
Alternatives Discussion: Express Design No. H171413 was completed by HNTB in 2019. The
Express Design studied both a 4-lane and 6-lane widening. The 6-lane alternative was dismissed
due to the amount of right-of-way required.
Table 1 summarizes the potential environmental effects of the project. Impacts are based on slope
stake limits of preliminary design plus an additional 25 feet.
Table 1. Potential Impacts of the Proposed Build Alternative
Potentially Impacted Resource 4-lane Widening
Length' (miles) 2.5
Delineated Wetland Impacts (acres) 0.3
Delineated Stream Impacts (linear feet) 920
Delineated Pond Impacts (acres) 0
Residential Relocations 14
Business Relocations 0
Federal/State Threatened Endangered Species Habitat Present2 No
Natural Heritage Program SNHA, Managed Areas and Wetland 0
Mitigations Sites (acres)
Prime Farmlands/Farmlands of Statewide Importance (acres) 0
100-Year Floodplain and Floodway Impacts (acres) 0.2
500-Year Floodplain and Floodway Impacts (acres) 0.3
Historic Properties (no.) 0
Recorded Archaeological Sites (no.) 0
Wildlife Refuge/Gamelands (acres) 0
Recreational Areas/Parks (no.) 0
High Quality Waters (HQW, ORW, WS Protected or Critical 0
Areas) (acres)
Public Water Supply Wells (100' Buffer) (no.) 0
Cemeteries (no.) 0
Churches (no.) 0
Potential UST/Hazmat Sites (no.) 3
3

DocuSign Envelope ID: 18A77065-47AE-4B71-8DCB-B9F1C9C65351
Table 1. Potential Impacts of the Proposed Build Alternative
Potentially Impacted Resource 4-lane Widening
Total Costa $46,500,000
'The length of the proposed build alternative consists of the 4-lane widening option with required roadway work.
'The Northern Long-eared Bat(NLEB)has a Biological Conclusion of May Affect,Likely to Adversely Affect
under a Programmatic Biological Opinion with USFWS,USAGE,FHWA,and NCDOT(See Protected Species
section).
'Costs include proposed cost of right of way,utility relocation,and construction.
Other Agency Comments: NCDOT received a response to the Start of Study letter from the NC
Wildlife Resources Commission (NCWRC) on March 1, 2021, which indicated NCWRC had no
specific comments or concerns.
Public Involvement: Landowner notification letters were sent to notify area property owners
about the project in February 2021. No comments were received during this stage of the project.
A postcard was sent to 5,281 area property owners in November 2021. The postcard informed the
public of the upcoming 30-day public comment period and that a virtual public meeting would be
held in December 2021.
The Gordon Road Widening Public Meeting was held virtually on December 7, 2021 from 6:00
pm to 7:30 pm via GoToWebinar. Approximately 113 people attended all or part of the meeting.
The purpose of the meeting was to provide the public with an opportunity to review and comment
on the proposed project design. The meeting host presented project highlights such as costs,
schedule, and impacts associated with the proposed design, The presentation also included 3D
visualizations. Following the project information presentation, a Question & Answer (Q&A)
session was facilitated for approximately one hour.
The public comment period ended on January 3, 2022, with a total of 126 comments received.
The majority of the comments received were regarding bicycle/pedestrian facilities, design, and
right-of-way impacts. Comments received during the comment period were taken into
consideration.
4

DocuSign Envelope ID: 18A77065-47AE-4B71-8DCB-B9F1C9C65351
PART A: MINIMUM CRITERIA
1. Is the proposed project listed as a type and class of activity which would ® ❑
qualify as a Non-Major Action under the Minimum Criteria rules?
If"yes",under which category? Category 26
PART B: MINIMUM CRITERIA EXCEPTIONS
YES NO
2. Could the proposed activity cause significant changes in land use ❑
concentrations that would be expected to create adverse air quality
impacts?
3. Will the proposed activity have secondary impacts or cumulative ❑
impacts that may result in a significant adverse impact to human
health or the environment?
4. Is the proposed activity of such an unusual nature or does the ❑
proposed activity have such widespread implications,that an
uncommon concern for its environmental effects has been expressed
to the Department?
5. Does the proposed activity have a significant adverse effect on ❑
wetlands; surface waters such as rivers, streams, and estuaries;
parklands;prime or unique agricultural lands; or areas of recognized
scenic,recreational, archaeological, or historical value?
6. Will the proposed activity endanger the existence of a species on the ❑
Department of Interior's threatened and endangered species list?
7. Could the proposed activity cause significant changes in land use ❑
concentrations that would be expected to create adverse water quality
or ground water impacts?
8. Is the proposed activity expected to have a significant adverse effect ❑
on long-term recreational benefits or shellfish, finfish,wildlife, or
their natural habitats
Note: If any of Questions 2 through 8 in part B are answered"YES",the proposed project may not
qualify as a Minimum Criteria project. A State Environmental Assessment(EA)may be
required.
5

DocuSign Envelope ID: 18A77065-47AE-4B71-8DCB-B9F1C9C65351
PART C: COMPLIANCE WITH STATE AND FEDERAL REGULATIONS
Ecological Impacts
YES NO
9. Is a federally protected threatened or endangered species, or its habitat, likely to ❑ ❑
be impacted by the proposed action?
10. Does the action require the placement of fill in waters of the United States? ® ❑
11. Does the project require the placement of a significant amount of fill in high
quality or relatively rare wetland ecosystems, such as mountain bogs or pine ❑
savannahs?
12. Does the project require stream relocation or channel changes? ❑
13. Is the proposed action located in an Area of Environmental Concern,as defined ❑
in the Coastal Area Management Act?
Cultural Resources
14. Will the project have an"effect"on a property or site listed on the National ❑
Register of Historic Places?
15. Will the proposed action require acquisition of additional right of way from ❑
publicly owned parkland or recreational areas?
Additional Documentation as Required from Part C
Question 9: Endangered Species. As stated above,the US Fish and Wildlife Service has revised
the previous programmatic biological opinion (PBO) in conjunction with the Federal Highway
Administration (FHWA), the US Army Corps of Engineers (USACE), and NCDOT for the
northern long-eared bat (NLEB) (Myotis septentrionalis) in eastern North Carolina. The PBO
covers the entire NCDOT program in Divisions 1-8, including all NCDOT projects and activities.
NCDOT, FHWA, and USACE have agreed to two conservation measures which will
avoid/minimize mortality of NLEBs. The programmatic determination for NLEB for the NCDOT
program is May Affect,Likely to Adversely Affect. The PBO will ensure compliance with Section
7 of the Endangered Species Act for ten years (effective through December 31, 2030) for all
NCDOT projects with a federal nexus in Divisions 1-8, which includes New Hanover County,
where STIP Project U-6202 is located.
Question 10: Stream and wetland impacts. The project is anticipated to impact 0.2 acres of
100-year floodplain and 0.3 acre of 500-year floodplain. As shown in the NRTR, there are
streams and wetlands within the project area. Using slope stake limits plus 25 feet, the project
may impact less than 0.1 acre of Wetland WQ and 0.2 acre of Wetland WAE, for a total
wetland impact of approximately 0.3 acre. The project is anticipated to impact 920 linear feet of
stream. The USACE holds the final discretion as to what permit will be required to authorize
project construction.
6

DocuSign Envelope ID: 18A77065-47AE-4B71-8DCB-B9F1C9C65351
3/16/2 02 2
i.Si
Prepared by: Date:
Rachel Nance
HNTB Corporation
Doen9gneU by:
Approved by: �' "" "'�"� Date: 3/21/2022
Brian Harding,PE
Division 3 Division Design Construct(DDC)
Design Engineer
DocnSIDWI,,I�by:
�� l��V
Date: 3/22/2022
�L9a566+ C[�rta.D[
3F...
for Chad Kimes,PE
Division 3
Division Engineer
7

DocuSign Envelope ID: 18A77065-47AE-4B71-8DCB-B9F1C9C65351
ROJECT COMMITMENTS
U-6202
Gordon Road Widening
Division 3 Construction (NCDOT Hydraulics Unit)
This project involves construction activities on or adjacent to FEMA-regulated
stream(s). Therefore,the Division shall submit sealed as-built construction plans to the
Hydraulics Unit upon completion of project construction, certifying that the drainage
structure(s) and roadway embankment that are located within the 100-year floodplain
were built as shown in the construction plans,both horizontally and vertically.
Phase II GeoEnvironmental Investigation (NCDOT Division 3 Right of Way)
Six (6) sites of concern were identified within the project study area as documented in
the March 4, 2021 GeoEnvironmental Phase I Report. NCDOT's GeoEnvironmental
Unit will conduct a Phase II GeoEnvironmental investigation for the sites of concern
anticipated to be impacted by the project. Following the completion of the Phase II
investigations, NCDOT GeoEnvironmental will prepare a Right of Way Acquisition
Recommendations summary prior to new right of way being acquired. Contaminated
soil, underground fuel storage tanks, and ground water monitoring wells in conflict
with the project will be removed prior to construction or addressed in a Project Special
Provision.
NCDOT Division 3—Roadway Design
NCDOT will continue to coordinate with New Hanover County regarding the design
of the project including landscaping and pedestrian accommodations, as well as a cost-
sharing agreement for bicycle and pedestrian facilities.
MCDC Page 1 of 1
Green Sheet
March 2022

DocuSign Envelope ID: 18A77065-47AE-4B71-8DCB-B9F1C9C65351
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STIP Project No. U-6202
STIP Points(2020-2029) Stream Widen SR 2048 (Gordon Road)from
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STIP Project(2020 2029) US Route Wilmington, New Hanover County
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DocuSign Envelope ID: 18A77065-47AE-4B71-8DCB-B9F1C9C65351
Project Tracking No.(Internal Use)
21-02-0010
001♦ AU HISTORIC ARCHITECTURE AND LANDSCAPES
� e NO HISTORIC PROPERTIES AFFECTED FORM
' This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PROJECT INFORMATION
Project No: U-6202 County: New Hanover
WBS No.: 48662.3.1 Document FCE
Typ e:
Fed.Aid No: Funding: ® State ❑ Federal
Federal ® Yes ❑ No Permit USACE
Permit(s): T e(s):
Proiect Description:
Widen SR 2048 (Gordon Rd) from US 17 (Market St) to I-40. Road will widen to 4-lane with
divided median from a 2-lane road.
Description of review activities, field surveys, results, and conclusions:
Review of HPOGIS web service was undertaken on February 22, 2021. Based on this review,
there are no existing NR, DE, LL, SL or SS properties in the project area. There are a number of
properties over 50 years of age in the APE. A windshield survey was conducted on February 24,
2021. Representative photographs were taken and presented to NCDOT Historic Architect staff
on March 1, 2021. One neighborhood presented the highest likelihood for significance, Weaver
Acres. This community appears to be a middle-class African American neighborhood built after
the Civil Rights movement. 34 parcels are vacant or date from 1975 to 1993. The remaining 54
parcels date from 1964 to 1974. While this was found to be a very interesting neighborhood,
there are not enough 50-year-old houses, even when the considering houses which will age in
during the completion of this project, to warrant evaluation as a historic district. A second
neighborhood in the APE is Parkwood Estates. It has a greater density of 50-year-old houses, but
lacks the design, craftsmanship, and significance which would warrant evaluation for National
Register evaluation. The remainder of the APE is populated with properties not yet 50-years-old
and a number of mobile homes. No historic properties are present.
SUPPORT DOCUMENTATION
®Map(s) ❑Previous Survey Info. ®Photos ❑Correspondence ❑Design Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
Historic Architecture and Landscapes—NO HISTORIC PROPERTIES AFFECTED
.shelblu Reap March 4, 2021
NCDOT Architectural Historian Date
Historic Architecture and Landscapes NO HISTORIC PROPERTIES PRESENT OR AFFECTED form for Minor Transportation Projects as Qualified in the 2007
Programmatic Agreement
Page 1 of 5

DocuSign Envelope ID: 18A77065-47AE-4B71-8DCB-B9F1C9C65351
Project Tracking No.
21-02-0010
NO ARCHAEOLOGICAL SURVEY REQUIRED FORM
Fpa�a This form only pertains to ARCHAEOLOGICAL RESOURCES for this
4 ti
m - project. It is not valid for Historic Architecture and Landscapes. You must W-1
consult separately with the Historic Architecture and Landscapes Team. T1 4
PROJECT INFORMATION
Project No: U-6202 County: New Hanover
WBSNo: 48662.3.1 Document: Federal Categorical Exclusion
Federal Aid No: Funding: ® State ❑ Federal
Federal Permit Required? ® Yes ❑ No Permit USACE
Type:
Project Description: Widen SR 2048(Gordon Rd.)from US 17 Business(Market St.)to Interstate
40 in Wilmington in New Hanover County. The Area of Potential Effects (A.P.E.), based on the
study area provided by the project manager, is approximately 4.8 kilometers (3 miles) long and
161 meters (527 ft.) wide. The project is state funded and will require federal permits, so this
review is conducted pursuant to Section 106 of the National Historic Preservation Act.
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
The review included an examination of a topographic map, the New Hanover County soil survey,
an aerial photograph, and an examination of records about previously recorded sites, previous
archaeological surveys, and previous environmental reviews at the North Carolina Office of State
Archaeology(OSA) in Raleigh. SR 2048 is oriented approximately east-west. US 17 Business is
at the east end and Interstate 40 is at the west end.
The topographic map(Scotts Hill,N.C.) shows the A.P.E. is located in a developed part of the city
of Wilmington. The landforms in the A.P.E. include an upland flat and two stream crossings. SR
2048 crosses a small tributary of Smith Creek near the middle of the study area, and crosses Smith
Creek at the I-40 interchange near the west end of the study area. In this region,upland landforms
have a low to moderate potential for archaeological sites. Edges of uplands overlooking streams
have a higher potential, depending upon the distance from and elevation above the stream. The
area on both sides of SR 2048 in the east half of the A.P.E. is shaded gray which indicates suburban
development has altered the topography. In the west half of the A.P.E. a subdivision is shown on
the north side of SR 2048. There are several structures widely scattered along the south side of
SR 2048. The A.P.E. on the west side of I-40 is shaded gray.
The New Hanover County soil survey shows nine soil types in the A.P.E. Approximately 48% of
the soil acreage in the A.P.E. is classified as well drained soil and 52% is classified as poorly
drained. Land with well drained soil near streams has a moderate to high potential for prehistoric
archaeological sites.
The aerial photograph shows both sides of SR 2048 in the east half of the A.P.E. are developed.
In the west half of the A.P.E. the north side of SR 2048 is developed. There is an undeveloped
section along the south side of SR 2048. The west end of the A.P.E. is occupied by the I-40
interchange.
2020 PROGRAMMATIC AGREEMENT ARCHAEOLOGY TEAM"NO ARCHAEOLOGICAL SURVEYREQUIRED"FORM
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DocuSign Envelope ID: 18A77065-47AE-4B71-8DCB-B9F1C9C65351
Project Tracking No.
21-02-0010
A review of the web-based GIS data layers maintained by the OSA shows no previously recorded
archaeological sites within or adjacent to the A.P.E. There are two projects that have been
reviewed by the State Historic Preservation Office (HPO) within the A.P.E. ER 18-2290
("Construct Smith Creek Village,4645 Gordon Rd.,Wilmington")is located at the west end of the
A.P.E. on the north side of SR 2048. ER 90-7437 ("Weatherwood Subdivision, Phases II-V,
#8490, Wilmington, 34.6 acres") is located on the south side of SR 2048 near the east end of the
A.P.E. No survey was required for either project. The west end of the A.P.E. is within the limits
of a previous archaeological survey for Interstate 40 (Loftfield 1979). The survey included the
upland along the east side of Smith Creek and did not identify any archaeological sites.
Loftfield, Thomas C.
1979 A Prehistoric Archaeological Study of the X-3 Highway Corridor between Wilmington
and Benson, North Carolina. Prepared for William S. Pollard Consultants, Inc., Memphis,
Tennessee. Ocean Data Systems, Inc., Coastal Zone Resources Division, Wilmington, North
Carolina.
(This project falls within a North Carolina County in which the following federally recognized
tribes have expressed an interest: Catawba Indian Nation. We recommend that you ensure that this
documentation is forwarded to these tribes using the process described in the current NCDOT
Tribal Protocol and PA Procedures Manual)
Brief Explanation of why the available information provides a reliable basis for reasonably
predicting that there are no unidentified historic properties in the APE:
The landform within the A.P.E. has a low to moderate potential for archaeological sites. Much of
the land in the A.P.E. is developed.
SUPPORT DOCUMENTATION
See attached: ® Map(s) ® Previous Survey Info ❑ Photos ❑Correspondence
Other:
FINDING BY NCDOT ARCHAEOLOGIST: NO ARCHAEOLOGY SURVEY REQUIRED
Caleb Smith 4/16/2021
NCDOT ARCHAEOLOGIST II Date
2020 PROGRAMMATIC AGREEMENT ARCHAEOLOGY TEAM"NO ARCHAEOLOGICAL SURVEYREQUIRED"FORM
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