20201640 Ver 1_2019-01495 NWP 14 Tearsheet_20201228

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-01495 County: Guilford U.S.G.S. Quad:NC-Ossipee
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: NCDOT Division 7
Attn:Wright Archer III,PE
Address: PO Box 14996
Greensboro,NC 27415
Size(acres) —0.5 Nearest Town Elon
Nearest Waterway UT to Reedy Fork River Basin Cape Fear
USGS HUC 03030002 Coordinates 36.174164,-79.551132
Location description: The project area is located at NCDOT Pipe Number 40 2112 over an Unnamed Tributary of Reedy Fork
on SR 2735(Sockwell Road),approximately 0.3 mile east of its intersection with SR 2736(Baldwin Road),near Ossipee,in
Guilford County,North Carolina.
Description of projects area and activity: This verification authorizes the discharge of clean fill material associated with
replacing an existing culvert pipe(Structure 40 2112 on SR 2735)in place.The project includes permanent impacts to 16
linear feet(0.004 acre)of stream channel for culvert fill and 23 linear feet(0.001 acre)of stream channel for bank
stabilization,and temporary impacts to 21 linear feet(0.005 acre)of stream channel for construction access and dewatering.
The project also requires an encroachment into the original NC Division of Mitigation Services Conservation Easement for the
"Agony Acres Mitigation Project" (see Guilford County Register of Deeds-Plat Book 202,Page 121).
Applicable Law(s): ®Section 404(Clean Water Act,33 USC 1344)
❑Section 10(Rivers and Harbors Act,33 USC 403)
Authorization: NWP 14.Linear Transportation Projects
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions,your application signed and dated 5/14/2020(received 12/2/2020),and the enclosed plans Permit Drawing Sheets 1
through 4.Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop
work order,a restoration order,a Class I administrative penalty,and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended,revoked,or is modified,such that the activity would
no longer comply with the terms and conditions of the nationwide permit,activities which have commenced(i.e.,are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration,modification or revocation,unless discretionary authority has
been exercised on a case-by-case basis to modify,suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources(telephone [phone])to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act(CAMA),prior
to beginning work you must contact the N.C.Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,State
or local approvals/permits.
If there are any questions regarding this verification,any of the conditions of the Permit,or the Corps of Engineers regulatory program,
please contact David E.Bailey at(919)554-4884 X 30 or David.E.Bailey2(a),usace.army.mil.
Date:2020.12.28 15:07:03
Corps Regulatory Official: 05'00' Date: 12/28/2020
Expiration Date of Verification: 03/18/2022

SAW-2019-01495
SPECIAL CONDITIONS
1. In order to compensate for impacts associated with this permit, mitigation shall be provided in
accordance with the provisions outlined on the most recent version of the attached Compensatory
Mitigation Responsibility Transfer Form. The requirements of this form,including any special
conditions listed on this form, are hereby incorporated as special conditions of this permit
authorization.
2. Historic Properties (MOA): The Permittee shall fully implement the Memorandum of Agreement
between the Permittee,the North Carolina State Historic Preservation Officer and the U.S. Army
Corps of Engineers,Wilmington District, dated 17 October 2019,which is incorporated herein by
reference.
3. This USACE permit does not authorize you to take a threatened or endangered species, in
particular, the Northern Long-eared Bat (NLEB) (Myotis septentrionalis). In order to legally take a
listed species, you must have separate authorization under the Endangered Species Act (ESA)(e.g.,
a Biological Opinion (BO) under the ESA, Section 7,with "incidental take" provisions with which
you must comply). The U.S. Fish and Wildlife Service's (USFWS's) Programmatic BO titled
"Northern Long-eared Bat (NLEB) Programmatic Biological Opinion for North Carolina
Department of Transportation (NCDOT)Activities in Eastern North Carolina (Divisions 1-8),"
dated March 25, 2015, and adopted on May 4, 2015, contains mandatory terms and conditions to
implement the reasonable and prudent measures that are associated with "incidental take" that
are specified in the BO. Your authorization under this USACE permit is conditioned upon your
compliance with all the mandatory terms and conditions (incorporated by reference into this
permit) associated with incidental take of the BO. Failure to comply with the terms and conditions
associated with incidental take of the BO,where a take of the listed species occurs,would
constitute an unauthorized take, and would also constitute non-compliance with your USACE
permit. The USFWS is the appropriate authority to determine compliance with the terms and
conditions of its BO and with the ESA.
Date: 2020.12.28
Corps Regulatory Official: 15:06:43 -05'00' Date: 12/28/2020
Expiration Date of Verification: 03/18/2022
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 the Customer Satisfaction Survey located at http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Copy furnished:
Dave Wanucha,NCDEQ-DWR,450 W.Hanes Mill Rd.,Suite 300,Winston Salem NC 27105

Compensatory Mitigation Responsibility Transfer Form
Permittee: NCDOT Division 7(Attn:Wright Archer III, PE) Action ID: SAW-2019-01495
Project Name: NCDOT/Pipe 40 2112/SR 2735/Sockwell Road/Guilford County County:Guilford
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that to the U.S.Army Corps of Engineers(USACE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit,or if the impacts and/or the mitigation will occur in more than one
8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor:The Sponsor must verify that the mitigation requirements(credits)shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed,the Sponsor must update the bank
ledger and provide a copy of the signed form and the updated bank ledger to the Permittee,the USACE Project Manager,and
the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin:03030002, Cape Fear River Basin
Stream Impacts(linear feet) Wetland Impacts(acres)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
26
*If more than one mitigation sponsor will be used for the permit,only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin:03030002, Cape Fear River Basin
Stream Mitigation (credits) Wetland Mitigation (credits)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
52
Mitigation Site Debited: NCDMS
(List the name of the bank to be debited.For umbrella banks,also list the specific site. For NCDMS,list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document(see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature

Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form,confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor,and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE
Project Manager(address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied,as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions:
• A letter from NCDMS, confirming they are willing and able to accept the applicant's compensatory mitigation
responsibility,dated 4/24/2019 was included with the preconstruction notification.
• This compensatory mitigation provision is required due NCDOT's approximately 26-foot encroachment into the
original NCDMS Agony Acres Mitigation Project (reference SAW-2012-01909) Conservation Easement. This
compensatory mitigation payment was negotiated previously by the Corps, NCDOT, NCDMS,and the IRT.
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed,the Sponsor should provide copies of this form along with an updated bank ledger to:1)the Permittee,2)the USACE
Project Manager at the address below, and 3)the Wilmington District Mitigation Office,Attn: Todd Tugwell, 11405 Falls
of Neuse Road, Wake Forest,NC 27587(email:[e-mail]). Questions regarding this form or any of the
permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: David E. Bailey
USACE Field Office: Raleigh Regulatory Office
US Army Corps of Engineers
3331 Heritage Trade Drive,Suite 105
Wake Forest, North Carolina 27587
Email: [e-mail]
67G4,7 Date: 2020.12.28
15:06:28 -05'00' 12/28/2020
USACE Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios,functional assessments,and
mitigation bank location and availability,and credit classifications(including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil

MEMORANDUM OF AGREEMENT
AMONG
THE UNITED STATES ARMY CORPS OF ENGINEERS,
THE NORTH CAROLINA STATE HISTORIC PRESERVATION OFFICER,
AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
REGARDING
WBS NO. 17BP.7.C.17
REPLACEMENT OF GUILFORD COUNTY PIPE NO. 40 2112
ON SR 2735 (SOCKWELL ROAD)
OVER UNNAMED TRIBUTARY OF REEDY FORK,
GUILFORD COUNTY, NORTH CAROLINA
WHEREAS, the U.S. Army Corps of Engineers (USACE) is considering issuance
of a permit under Section 404 of the Clean Water Act to the North Carolina
Department of Transportation (NCDOT) for the replacement of Pipe No.40 2112
on SR 2735 (SockwelI Road) over Unnamed Tributary of Reedy Fork in Guilford
County, North Carolina (hereafter, the Undertaking); and
WHEREAS, the USACE has determined that the Undertaking will have an
adverse effect upon Guilford County Pipe No. 40 2112,a structure determined
eligible for the listing in the National Register of Historic I'laces (NRHP); and
WHEREAS, the USACE has consulted with the North Carolina State Historic
Preservation Officer (SHPO) pursuant to 36 CFR Part 800, regulations
implementing Section 106 of the National H.istoric Preservation Act (16 U.S.C.
470f); and
WHEREAS, the USACE has notified the Advisory Council on Historic
Preservation (ACHP) of the adverse effect, and the ACHP has declined to
comment or participate in the consultation; and
WHEREAS, the NCDOT has participated in the consultation and has been
invited by the USACE and SHPO to be a signatory to this Memorandum of
Agreement (MOA);
NOW, THEREFORE, the USACE, SI-IPO, and NCDOT agree that any
authorization issued for the Undertaking shall include the following stipulations
to take into account the effect of the Undertaking on the historic property.

STIPULATIONS
The USACE will require compliance with the following measures by including a
special condition in any authorization that is issued to NCDOT for the
Undertaking, under 36 CRP Part 800, regulations implementing Section 106 of
the National Historic Preservation Act (54 U.S.C. 300101 et seq.).
I. Photodocumentation
Prior to the initiation of construction, the NCDOT Environmental Analysis
Unit will photograph the existing condition of Guilford County Pipe No.
40 2112 in accordance with the attached Historic Structures and
Landscape Recordation Plan (Appendix A). Photodocumentation will be
coordinated with Archaeological Monitoring (see Stipulation III). Copies
of the documentation will be deposited in the files of the North Carolina
State I-listoric Preservation Office and the NCDOT Environmental
Analysis Unit.
IL LiDAR Scans and Renderings
Prior to the initiation of construction, the NCDOT Photogrammetry Unit
will carry out terrestrial LiDAR scans of Guilford County Pipe No. 40 2122
and produce 3-D renderings. Copies of the scans and renderings will be
deposited in the files of the North Carolina State Historic Preservation
Office and the NCDOT Environmental Analysis Unit.
III. Archaeological Monitoring
NCDOT Division 7 (D-7) will notify NCDOT's Archaeology Team
(NCDOT-AT)-AT) [Matt Wilkerson, NCDOT Archaeology Team Lead, 919-
707-6089, mtwilkersoruPncdot.gov or Paul J. Mohler, NCDOT
Archaeologist, 919-707-6080, pmohlerC.ncclot.;ov]) at least forty-eight (48)
hours in advance of when ground-disturbing activities are scheduled. The
forty-eight (48)-hour period will begin upon acknowledgement by the
NCDOT-AT that they have been contacted by the contractor. D-7 shall not
begin ground disturbance at the location until NCDOT-AT is on site.
NCDOT-AT project manager will be on site to monitor and document the
removal of the culvert. Monitoring activities may include:
1. Cleaning and photographing areas exposed during
construction,
2. Mapping plan and profile views of open trenches and culvert
cross-sections, and
Memorandum of Agreement 2
Guilford County Pipe No.40 2112, WBS No. 17BP.7.C.17

3. Collecting representative samples of terra-cotta tiles, materials
or artifacts exposed during the removal process.
4. Any tiles recovered and curated by the NCDOT-AT may be
provided to the Greensboro Museum or the North Carolina
Pottery Center (or any other appropriate repository) for their
unrestricted use.
NCDOT-AT will have the authority to halt all construction work at the
location in order to assess the need for further archaeological excavations.
Should the NCDOT-AT identify additional NRHP-eligible archaeological
resources during the monitoring, all work shall cease within the limits of
the NRHP-eligible resource, and D-7 and SHPO shall be contacted. If after
consultation, additional mitigation is determined necessary, the NCDOT-
AT will develop an appropriate treatment plan and upon concurrence
implement the appropriate protection/mitigation measures for the
identified resource. No work shall resume within the limits of the NRHP-
eligible resource until the NCDOT-AT gives D-7 the approval to continue
with the undertaking.
IV. Unanticipated Discovery
In accordance with 36 CFR 800.13(b), if NCDOT identifies additional
cultural resource(s) during construction, all work will be halted within the
limits of the resource(s) and the USACE will be contacted. The USACE
will initiate the appropriate agency and/or Tribal coordination required
for a determination of eligibility or recovery effort. If after consultation
between the Signatories and concurring parties,additional mitigation is
determined necessary, the NCDOT, in consultation with the Signatories
and concurring parties, will develop and implement appropriate
protection/mitigation measures for the resource(s). Inadvertent or
accidental discovery of human remains will be handled in accordance
with North Carolina General Statutes 65 and 70.
V. Dispute Resolution
Should any of the Signatory Parties object within thirty (30) days to any
plans or documentation provided for review pursuant to this MOA, the
USACE will consult with the objecting party(ies) to resolve the objection.
If the USAGE or the objecting party(ies) determines that the objection
cannot be resolved, the USACE will forward all documentation relevant to
the dispute to the ACHP. Within thirty (30) days after receipt of all
pertinent documentation, the ACHP will either:
Memorandum of Agreement 3
Guilford County Pipe No.40 2112, WBS No. 17BP,7.C.17

1. Provide the USACE with recommendations, which the
USACE will take into account in reaching a final decision
regarding the dispute, or
2, Notify the USACE that it will comment pursuant to 36 CFR
800.7(c) and proceed to comment. The USACE will take into
account any ACHP comment provided in response to such a
request in accordance with 36 CFR 800.7(c)(4) with reference to
the subject of the dispute.
Any recommendation or comment provided by the USAGE will be
understood to pertain only to the subject of the dispute; the USACE's and
NCDOT's responsibility to carry out all of the actions under this MOA
that are not the subject of the dispute will remain unchanged.
VI.Amendments
Should any of the Signatory Parties to this MOA believe that its terms
cannot be carried out or that an amendment to the terms must be made,
that(those) party(ies) will immediately consult with the other party(ies) to
develop amendments in accordance with 36 CFR 800.6(c)(7). This MOA
may be amended when such an amendment is agreed to in writing by all
signatories. The amendment will be effective on the date a copy, signed by
all of the signatories, is filed with the ACI-IP. If an amendment cannot be
agreed upon, the dispute resolution process set forth in Stipulation V will
be followed.
VII. Termination
Any of the Signatory Parties may terminate the MOA by providing thirty
(30) days written notice to the other parties, provided that the signatories
will consult during the period prior to termination to seek agreement on
amendments or other actions that would avoid termination. Termination
of this MOA will require compliance with 36 CFR 800. This MOA may be
terminated by the execution of a subsequent MOA that explicitly
terminates or supersedes its terms.
VIII. Duration
Unless terminated pursuant to Stipulation VII, this MOA will be in effect
until USAGE, in consultation with the other Signatory Parties, determines
that all of its terms have been fulfilled satisfactorily or if NCDOT is unable
or decides not to construct the Undertaking.
Memorandum of Agreement 4
Guilford County Pipe No.40 2112,WBS No. 17BP.7.C.17

Execution of this MOA by the USACE,SHPO,and NCDOT, its subsequent filing
with the ACHP, and implementation of its terms evidence that the USACE has
afforded the ACHP an opportunity to comment on the Undertaking and that the
USACE has taken into account the effects Of the Undertaking on Guilford County
Pipe No.40 2112.
AGREE:
United States Army Corps of Engineers:
FOR THE COMMAND
cZyl /` 0 - z©/ V
Scott McLendon Date
Chief,Regulatory Division
Wilmington District
Memorandum of Agreement 5
Guilford County Pipe No.40 2112,WBS No.17BP.7.C.17
•

AGREE:
State Historic Preservation Officer:
roll /267
Kevin Cherry, Ph.D Date
North Carolina State Historic Preservation Officer
North Carolina Department of Natural and Cultural Resources
Memorandum of Agreement 6
Guilford County Pipe No.40 2112,WBS No. 17BP.7.C.17

AGREE:
North Carolina Department of Transportation:
Iv o1 207
Philip S, Harris III, P.E., C.P.M. Date
Environmental Analysis Unit Head
North Carolina Department of Transportation
Memorandum of Agreement 7
Guilford County Pipe No.40 2112, WBS No. 17BP.7.C.17

FILED:
By:
Advisory Council on Historic Preservation Date
Memorandum of Agreement 8
Guilford County Pipe No.40 2112, WETS No.]7BP.7.C.17

APPENDIX A
Historic Structures and Landscape Recordation Plan
Replacement of Guilford County Pipe No. 40 2112
on SR 2735 (Sockwell Road) over Unnamed Tributary of Reedy Fork
Guilford County, North Carolina
WBS No. 17BP.7.C.17
PHOTOGRAPHIC REQUIREMENTS
D Overall views of Guilford County Pipe Number 40 2112 and its surroundings,
keyed to a site plan.
3 Images showing the details of the Guilford County Pipe Number 40 2122.
PHOTOGRAPHIC FORMAT
Color digital images (all views). Images are to be shot on a SLR digital
camera and labeled according to the North Carolina State Historic
Preservation Office standards.
All processing to be done to archival standards.
The accompanying printed inventory of the images — including subject,
location, date, and photographer information for each image — is to be
completed according to the North Carolina State Historic Preservation Office
Standards.
COPIES AND CURATION
One (1) set each of all photographic documentation, including a compact
disc of labeled images, will be deposited with the North Carolina Office of
Archives and History/Historic Preservation Office to be made a permanent
part of the statewide survey and iconographic collection,
D One (1) contact sheet will be deposited in the files of the Environmental
Analysis Unit of NCDOT.
Memorandum of Agreement 9
Guilford County Pipe No.40 2112,WBS No. 1713P.7.C.17

1-lighwily North Carolina Department of Transportation '.' ,.
Staririavater (-
Highway Stormwater Program 4,
STORMWATER MANAGEMENT PLAN �''
(Version 2.07;Released October 2016) FOR NCDOT PROJECTS
WBS Element: 17BP.7.C.17 TIP No.: County(ies): Guilford Page 1 of 1
General Project Information
WBS Element: 17BP.7.C.17 TIP Number: Project Type: Culvert Replacement (Date: 10/2/2018
NCDOT Contact: Galen Cail Contractor/Designer:
Address: 1020 Birch Ridge Address:
Raleigh,NC 27610
Phone: [phone] Phone:
Email: [e-mail] Email:
City/Town: County(ies): Guilford
River Basin(s): _ Cape Fear CAMA County? No
Wetlands within Project Limits? No
Project Description
Project Length(lin.miles or feet): 50ft Surrounding Land Use: Rural
Proposed Project Existing Site
Project Built-Upon Area(ac.) 0.1 ac. 0.1 ac.
Typical Cross Section Description: 11 ft lanes w/6 ft grassed shoulders 11 ft lanes w/3'grassed shoulders
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 540 Year: 2018 Existing: 540 Year: 2018
General Project Narrative: Culvert project will replace existing 1 @ 6'x 4.3 tile arch culvert with a 1 @ 87"x 67"corrugated aluminum alloy pipe arch w/headwall on SR 2735(Sockwell Rd). Armor stream
(Description of Minimization of Water banks with rip rap for stabilization. Existing pipe is perched at outlet. New culvert will be buried below stream bed with inlet and outlet sills. Existing fill slopes are very steep and
Quality Impacts) unstable. New slopes will be flatter 2:1 grassed slopes.
Waterbody Information
Surface Water Body(1): UT to Reedy Fork NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification:
Other Stream Classification: None
Impairments:
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: Jordan Lake
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? Yes Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body? No (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)

See Sheet 1 A For Index of Sheets STATE NORTH
� �ITI4TI��TI� 1/� T IIT B O. ean
See Sheet 1-B For Standard Symbology Sheet
OF ®R J1 1111 CAROLINA PERMIT DRAWING �ATB STATB PROIBGT REFERENCE NO.
SHEET 1 OF 4 N.C. 17,BP,7,C,17 ]L
4721 a 'm AU,,o.hrsw DIVISION OF HIGHWAYS
BEGINil 1563 1560 / STATE PROl.NQ P.APROI.NO. DBSCRIM'ION —
P 4719 PROJECT 1693® •a
4
Li 2735�� �"
//1557' I GUILFORD COUNTY
• olg °9bsss h
a1,i 15 5
2736 g i 1556" 1�
END lsoo17 LOCATION: REPLACE PIPE #40 2112 ON
2737 PROJECT _ SR 2735 (SOCKWELL RD) —
273: 1504 1.2 MI. E.JCT. NC 61
• • 1553 1553 1674 N 1676 TYPE OF WORK: GRADING, PAVING, SHOULDER CONSTRUCTION,
���1675 GUARDRAIL, & CULVERT
2739 I 1672>' ":, -
W ELON I ! a 11673155''3„ 1504 WETLAND AND SURFACE WATER IMPACTS PERMIT
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BEGIN PROJECT 17BP.7.C.17' PpE -L- STA. 13+25.00 ill
I WOODS
-L- STA. 11+50.0i PpE \
In Cot \\� A EXISTING R/W
I EXISTING R/W A ,F i, X
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, S O GREU TL-3 I m l S GREU TLC
_L_ n l SR 2735 (SOC E L RD) 20' BST I —L—
N -L- SR 2735 (SOCKWELL RD) I 87" x 63" CAAPA -L- SR 2735 (SOCKWELL RD)
WiHW & EW
`7 - BL-100 —GRB_ TL-3 `, T TO GIBSONVIkL�
TO BALDWIN RD— _ �, _ o- s� \ -� ba OSSIPEE RD
(SR 2736) F GREU TL-3 F 'F Q ===j (SR 1500)
+ sL X
EXISTING R/W
EXISTING R/W \X' / tr/ STN I i WD POST
Cr7 X I; X X FE \
U /� QQt PROP CU ERT
r- W/W ELECTRIC FENCE
ti WOODS 7i; -L-ST 12+50.00
d I D
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WD POST o 0 65% PLANS
M Stv
Q GEORGE Y TEAGUE
a /iti iN, SO
I° STA. 12+50.00 -L- " iv PI'MAMMARY Y PLANS
CL ELEV.=677.64'
DO NOT USE FOR CONSTRUCTION
) 87"x63" CAAPA SITE 1 nX ( . WO*
I i', I I INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
CLEARING LIMITS ON THIS PROJECT SHALL BE PERFORMED TO DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED, DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
• THE LIMITS ESTABLISHED BY METHOD II. VERTICAL ALIGNMENT,& VERTICAL STOPPING SIGHT DISTANCE.
`
VGRAPHIC SCALES DESIGN DATA PROJECT LENGTH 44 � Prepared Jr the Office of, HYDRAULICS ENGINEER
ADT 2016 = 540 TOTAL LENGTH WBS PROJECT 17BP.7.C.17 = 0.033 MI
20 10 0 20 40 USINFRASTRUCTURE
`� V = 60 MPH �4�� OF CAROLINA, INC.. (--1-4iiIONp9140 ARROWPOINT BLVD, SUITE 200 40
PLANS FUNC CLASS = LOCAL
CHARLOTTE, NORTH CAROLINA 28273 P.E.
Eillill 20 10 0 20 40 N.C. LICENSE # C-1950 SIGNATURE:
illill2018 STANDARD SPECIFICATIONS ROADWAY DESIGN r5:IE5K
ENGINEER
PROFILE (HORIZONTAL) RIGHT OF WAY DATE: SANDRA P. HAYES, PE ®'
PROJECT ENGINEER 4GU�e@��
o ` � LETTING DATE: KEITH A. SCHELL, El
S'w .1PROFILE (VERTICAL) „ PROJECT DESIGN ENGINEER �` SIGNATURE, P.E.

/ ) PROJECT REFERENCE NO. SHEET NO.
/7BP.7.C.17 4
co
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�J �y/ WITH FLAGGIN ROADWAYENGIN DESIGN HYDRAUER LICS
N
1--'/_____1
+ PRELIMINARY PLANS
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:":1
GEGRGE Y TEAGUE / 91SIGNATUREsrcavnTVRemare: IMPQ X0 0y EXISTING TRANSPORTATION FACILITY UNLESS ALILT SIGNATOURESECOMPLETEDZ BEGIN PROJECT 17BP.7.C.17
-L- STA. 11+50.00 / 153
J GEORGE Yrl OEAGUE PERMIT DRAWING
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P I / / p .O PROJECT REFERENCE NO. SHEET NO.
I I I I I 78P.7.C.17 4
WETLAND AND SURFACE WATER IMPACTS PERMIT RN SHEET NO.
co i \
1 I I / / I `\ �y /� ROADWAY DESIGN HYDRAULICS
—/ WITH.ELAGGI� / : / / / ENGINEER ENGINEER
1 y 1 I N / i / /
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/ I y / / P DO NOT USE FOR CONSTRUCTION
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I 1 I 1 / Z l Dl / / / / /
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iI / I I I I 10 I � IMPACTSOS INE SURFACEO WATER
/ /c STA. 12+50.00 -L- / / / �9 �/
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- 87"x63" CAAPA / / / X I0 / I I j DENOTES IMPACTS IN
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GRAPHIC SCALE %/ % SITE I I PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL.
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\WW
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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 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)
S1 11 +50 - 13+25 LT/RT BANK STABILIZATION 0.01 23
S1 11 +50 - 13+25 LT/RT IMPERVIOUS DIKE 0.01 21
S1 12+50 LT/RT 87" X 63" CAAPA 0.01 16
CULVERT
TOTALS: 0.01 0.01 39 21
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
GUILFORD COUNTY
PROJECT: 17BP.7.C. 17
(STRUCTURE # 40 2112)
ATN Revised 3/31/05 SHEET 4 of 4 5/ 15/2018

Action ID Number: SAW-2019-01495 County: Guilford
Permittee: NCDOT Division 7 (Attn: Wright Archer III, PE)
Project Name: NCDOT/Pipe 40 2112 / SR 2735 /Sockwell Road/Guilford County
Date Verification Issued: 12/28/2020
Project Manager: David E. Bailey
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: David E. Bailey
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest,North Carolina 27587
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date