20210589 Ver 1_2018-00877 NWP 14 Tearsheet_20210617

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2018-00877 County: Guilford U.S.G.S.Quad:NC-High Point East
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: NCDOT Division 7
Attn:Wright Archer III,PE
Address: PO Box 14996
Greensboro,NC 27415
Size(acres) —15 Nearest Town Jamestown
Nearest Waterway UT to Deep River River Basin Cape Fear
USGS HUC 03030003 Coordinates 35.977518,-79.952785
Location description: The project area is located on NCDOT Bridge 52 on SR 1332(Scientific Street),approximately 0.04 mile
north of its intersection with Pruette Place,in High Point,Guilford County,North Carolina.
Description of projects area and activity: This verification authorizes the discharge of clean fill material associated with
replacing an existing bridge with two 12 x 10 foot reinforced concrete box culverts with 1-foot and 2-foot sills on a new
alignment.The project includes permanent impacts to 0.02 acre(84 linear feet)of stream channel for culvert installation
(permanent loss of waters),0.01 acre(25 linear feet)of stream channel for culvert extension and stabilization(permanent loss
of waters),<0.03 acre(121 linear feet)of stream channel for channel realignment,floodplain benches,and associated bank
stabilization(loss of function),and<0.01 acre(8 linear feet)of stream channel for rip rap outlet protection,and temporary
impacts to 0.01 acre(53 linear feet)of stream channel for temporary construction access and dewatering.
Applicable Law(s): ®Section 404(Clean Water Act,33 USC 1344)
❑Section 10(Rivers and Harbors Act,33 USC 403)
Authorization: Regional General Permit Number and/or Nationwide Permit Number:NWP 14 Linear Transportation Projects
SEE ATTACHED RGP or 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 4/23/2021, additional information received via email on 6/11/2021, and the
enclosed plans, Wetland and Surface Water Impacts Permit, Permit Drawing Sheets 1 through 11, received via email on
4/23/2021.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 and/or regional general permit
authorization is modified,suspended or revoked. If,prior to the expiration date identified below,the nationwide and/or regional general
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 and/or regional general 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 and/or regional general permit,will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general 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 [e-mail].
Corps Regulatory Official: 9 Date:2021.06.17 11:59:45-04'00' Date: 6/17/2021
Expiration Date of Verification: 03/18/2022

SAW-2018-00877
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. The U.S. Fish and Wildlife Service's (USFWS's) Programmatic Biological Opinion (PBO) titled,
"NCDOT Program Effects on the Northern Long-eared Bat in Divisions 1-8", dated November 6,
2020, contains agreed upon conservation measures for the NLEB. As noted in the PBO,
applicability of these conservation measures varies depending on the location of the project.Your
authorization under this Department of the Army permit is conditional upon your compliance
with all applicable agreed upon conservation measures in the PBO,which are incorporated by
reference in this permit. Failure to comply with the applicable these conservation measures would
constitute non-compliance with your Department of the Army permit. The USFWS is the
appropriate authority to determine compliance with the terms and conditions of its PBO, and with
the ESA.
�6z30-4/ 11:59: 0204'00 7
Corps Regulatory Official: 11:59:26 04'00' Date: 6/17/2021
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 https://regulatory.ops.usace.army.mil/customer-service-survey/.
Copy furnished:
Jerry Parker,NCDOT,P.O.Box 14996,Greensboro,NC.27415-4996
Ryan Conchilla,NCDEQ-DWR, 1617 Mail Service Center,Raleigh,NC 27699-1617

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: NCDOT Division 7(Attn:Wright Archer III, PE) Action ID: SAW-2018-00877
Project Name: NCDOT Div. 7/Bridge 52/SR 1332/Scientific Street/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 Wilmington District 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 verifies that the mitigation requirements (credits) shown below have been released
and are available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified
mitigation, regardless of whether 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 ledger to the Permittee, the Project
Manager who issued the permit, the Bank Project Manager, and the 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:03030003,Cape Fear River Basin
Stream Impacts(linear feet) Wetland Impacts(acres)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
230
*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:03030003, Cape Fear River Basin
Stream Mitigation (credits) Wetland Mitigation (credits)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
460
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 Wilmington
District,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
Page 1 of 2 Form Date July 7,2020

Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the District 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 District 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. When NCDMS provides mitigation 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 NCDMS must be provided to the District
within 30 days of permit issuance. NCDOT remains fully responsible for the mitigation until the District 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 District
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 District, the Sponsor must obtain case-by-case approval from the District 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 District 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 6/7/2021 was included with the preconstruction notification.
This form is not valid unless signed below by the District 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
District Project Manager at the address below, 3) the Bank Manager listed in RIBITS, and 4) the Wilmington District
Mitigation Office,3331 Heritage Trade Drive,Suite 105, Wake Forest,NC 27587(or by email to SAWM/[e-mail]).
Questions regarding this form or any of the permit conditions may be directed to the District Mitigation Office.
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]
_ Date: 2021 .06.1 7
11 .59.09 -04'00' 6/17/2021
Wilmington District 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.l

Highway North Carolina Department of Transportation
�` Wr Highway Stormwater Program ` f
STORMWATER MANAGEMENT PLAN
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 17BP.7.R.114 TIP No.: SF-400052 County(ies): Guilford Page 1 of 1
General Project Information
WBS Element: 117BP.7.R.114 TIP Number: SF-400052 Project Type: Bridge Replacement Date: 3/16/2021
NCDOT Contact: Galen Cail, PE Contractor/Designer: Kyle Stoffer
Address: NCDOT Hydraulics Unit Address: HDR Engineering, Inc. of the Carolinas
1590 Mail Services Unit 555 Fayetteville Street, Suite 900
Raleigh, NC 27560 Raleigh, NC 27601
Phone: [phone] Phone: [phone]
Email: [e-mail] Email: [e-mail]
City/Town: Greensboro County(ies): Guilford
River Basin(s): Cape Fear CAMA County? No
Wetlands within Project Limits? No
Project Description
Project Length (lin. miles or feet): 0.258 miles Surrounding Land Use: Low Residential, Wooded
Proposed Project Existing Site
Project Built-Upon Area(ac.) 0.9 ac. 0.8 ac.
Typical Cross Section Description: Scientific Street(SR 1332):2 paved lanes (total 24'wide), 6'shoulder on each side (9' Scientific Street(SR 1332):2 paved lanes(total 22'wide), 2'shoulder on each side.
with guardrail).
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 5600 Year: 2025 Existing: 2800 Year: 2011
General Project Narrative: The North Carolina Department of Transportation (NCDOT) has proposed to replace Guilford County Bridge#52 on Scientific Street(SR 1332) over UT to Deep River.The
(Description of Minimization of Water existing structure is a single span bridge (1@32'-8") steel plank deck on I-beams.The proposed structure is a 2@ 12'x10' RCBC with top edge bevel and wing walls.This
Quality Impacts) structure has been designed to have as little environmental and surface water impacts as possible. 2:1 roadway fill slope will be used to minimize impacts. Channel
improvements were made for the proposed RCBC design. Excavation was kept to a minimum to produce as little impact as possible.Where excavation is necessary, geotextile
and rip-rap were utilized for bank stabilization in an attempt to reduce stream bank erosion. Floodplain benches with coir fiber matting will be installed upstream of the culvert.A
low flow barrel on the south side of the culvert was designed to match the stream width to maintain the normal flow width, depth and velocity of the stream. This will maintain
sediment transport to provide a stable stream during bankfull discharge. The barrel invert will be a minimum of 1' below the stream bed to consider fish passage. 1' high sills will
be installed at upstream and downstream face of the low flow barrel. A high flow barrel on the north side of the culvert will provide flood conveyance during high flow storm
events. This will reduce shear stress on the stream bottom. 2' high sills will be installed at upstream and downstream face of the high flow barrel. The SW quadrant has a
buffered jurisdictional feature that outfalls into UT to Deep River at 14+55 LT at the face of the existing bridge. A rip rap pad is proposed at the existing 24" RCP outlet at-L-
10+35 LT. The rip rap pad will reduce the outlet velocity and provide a non-erosive velocity and reduce future erosion at the outlet area. In the SE quadrant there is buffered
jurisdictional feature at the outlet of the storm drain system. The channel outlets just downstream of the project area into UT to Deep River.The NE quadrant a proposed Class
B line'V'ditch will outfall at 14+25 RT onto the downstream channel improvements Class II rip rap that will dissipate energy and provide a diffused flow(non-erosive) into the
stream. Due to the nature of this bridge replacement,the increases in stormwater discharges (post vs pre condition) are insignificant and the existing ditches do not need to be
modified.Therefore, additional stormwater measures are not required.
Waterbody Information
Surface Water Body(1): UT to Deep River NCDWR Stream Index No.: 17-(3.3)
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV(WS-IV)
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: Randleman Lake
_Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No
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)

c 1r
/\ FTA1mm srATR FRDm(r R�eRRtlf�w NO. NO.NO. e®R�®e IB
s
,i..,4ft 1IN► STAT Al., OF NORTH CAROLINA N,c, 17EPJiR 1uu
po .7Es9
°P" OTATb FRO/FC'T NO F.A.FROI.Nw DE.01 RON
es
DIVISION OF HIGHWAYS
1:4 -\\,, ,,,
It***4 ill\ 17BP.7.R.114 °
► I PROJECT
GUILFORD COUNTY
—
PERMIT DRAWING
— L SHEET 1 OF 11 cliqi_\GL�
il
334
liesal
I LOCATION: BRIDGE NO. 52 OVER UT TO DEEP RIVER ON SR 1332 (SCIENTIFIC STREET)
1
yr la
TYPE OF WORK: GRADING, PAVING, DRAINAGE AND CULVERT
T - - WETLAND AND SURFACE WATER IMPACTS PERMIT
Liiiirlill
VICINITY MAP
(NOT TO SCALE)
OFF—SITE DETOUR
O
NAD 83/NA 2011 Z
fiL:4
Pliallill
BEG/ PROJECT /7BPJJ�J/4 ~o
—L— POT Sta.10+00.00 L
/ W
`l BEGIN CULVERT / •
,�, y
\ _1s —L— Sta.14+2262 �j ���, So op'
At"1:::1
<<>›,O,p \\'��,_�... P R \,,,8, .111i1 ---- TO EST
�F --- _ —L= Z ---- A/ SIRE
�_, SR 1332 ��;�,
_iii
•
il t= 1,,__
..
/5
, , \
�o� r .
, / END CULVERT
/ E D CO STRUCT/ON —L— Sta.14+5/.58
o [�44/ E�IID PROJECT l7BP.7J�J/4
` l�`,/ / —Y— POC Sta.11+75.00 —L— POT Sta.22+00.00
[*DESIGN
EXCEPTION: J/ /
2 SAG VERTICAL CURVE K Si
CREST VERTICAL CURVE K
VERTICAL SSD DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
V1 Prepared in the Office of Mott MacDonald for 1 ROADWAY DESIGN ENGINEER PLANS PREPARED BY:
DESIGN DATA PROJECT LENGTH DIVISION 7
61
M 7621 Purfoy Road,Suite 115
d NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Fuquay-Varina,NC 27526
5 OR Ty
of Cq ADT 2011 = 2800 2018 STANDARD SPECIFICATIONS 11/1 [phone]
3 MOTT [phone] (Fax)
LENGTH ROADWAY TIP PROJECT 0.253 MILES MACDONALD www.malimac.ca ameri a
TIM JORDAN, PE
` ADT 2025 = 5600 = LETTING DATE: PROJECT ENGINEER RE. LICENSE NO.F-0669
* * SIGNATURE:
�/ — LENGTH STRUCTURE TIP PROJECT = 0.005 MILES
'`I HYDRAULICS ENGINEER
'P.,, T V = 40 MPH DAVID FUH, PE
HYDRAULICS ENGINEER
z9' O '�� 04 TOTAL LENGTH TIP PROJECT = 0.258 MILES ��� HDR Engineering,Inc.of the Carolinas
1,, 555 Fayetteville St,Su' ite 900 Raleigh,N.C.27601
"- OF TiiN'' N.C.B.E.L.S. License Number:F-0116
�� SUB REGIONAL TIER POWERS, PE
u; MAJOR ARTERIAL NCDOT CONTACT: DIVISION BRIDGE
ry Z a TIM PROGRAM MANAGER /
SIGNATURE /

DETAIL B DETAIL C DETAIL D DETAIL E PROJECT REFERENCE SHEET NO.
17BP,7.R,114-GUILFORD 52 4
SPECIAL CUT DITCH TOE PROTECTION LATERAL'V'DITCH SPECIAL CUT DITCH
(Not to Scale) ?,, I Not to Scalel \ I Nor so Scala) (Not to Scale)
ROADWAY DESIGN HYDRAULICS
Fy0so \a spe ENGINEER ENGINEER I Ae M1'0 N
((Mural 1 ♦a't Fill Ground lift FillNolurol cFill
Ground 7,, A ON° Slope d d D SIOPv Ground 7;/ E\ate Slope
D PSRM d D
Geoleene f
d= 1 H. Min.D= 1 Ft. GeotenileJ Min.D= 1 H.
Min.D= 1 Ft. T f Uner= PSRM Max.d= 1 Ft. Max.d= 1 Ff.
Type o
-L-STA.10+25 TO 12+00 RT -Y-STA.11+12 TO 11+60 RT Type of Liner= Class B Rip Rap Type of Liner= Class B Rip Rap
-L-STA.14+25 TO 16+40 RT -L-STA.21+03 TO 21+85 LT
-L-STA.17+00 TO 18+70 RT -Y-STA.10+23 TO 10+86 RT
MOTT MACDONALD ALL AC HDR ENGINEERING
LICENSE NO.F-066, LICENSE NO.F-0116
NAD $3/ q 2011 DOCUMENT
\ UNLESS ALL SIGNATURESNOTCONSIDERED COMPLETEDFINAL
SITE 2 \ Prepared in the
orHae af: M
SEE ENLARGED \ MaTT M F0000p-Voxe NCS]T5I6S
O \ MACDONAID www.menmar.wm
AREA ONI 111/ HDR Enginee ng,Inc.ofte Carolinas
\ 1/ 4'
F�` S55 Fayetlenlle Sl,Su@9W Winne F-0116
SHEET 4b JAMESTOwN MANOR APARTMENTS LLC ` 6 b N.C..E L.S.License Num c F-0116
\ 1
REMOVE EXISTING Q7 i B PERMIT DRAWING
zn"Rcr RETAINING WALL \ oE,� T GLEASON SHEET 2 OF Il GLI
1.25'PL FAIR COND. p� 6D•DD, M
ia"RC n88X CLASS B RIP RAP �o 0e N I N INVEST ENTS INC
�'GgOD COND.'�sT EST.5 TONS G Qc' \ / $,
"'?� OjJn -50%SILTED EST.14 SY GEOTEXTILE y'• CLASS II RIP RAP ON \ �p�"•�6pQ' I 'i /
EROSION OBSERVED, O FLOOD BENCH BORDER ``FF z°J ANTONIO S PEREZ I
• 1, CP" �T CHANNEL BANK UNDERMINING 95 LF OF OUTLET
D OND. JS OUTFALL CHANNEL IMPROVEMENTS I
F 9�9 WARP RAP �$T.225 TONS RIP RAP 149
/<j?'Q. Eo \- �- v TT, G r EST.270 SY GEOTEXTILE PROPOSE oUTFALL a
oV '�• ." v // AREA IS STALE 4
,01v_ 1�-_, ����6'�q ii tI, IWI. VH �r , ,, I� I
\Ay' ,,e,
�� H% '( '0 9� t � "'ep ,, , CLASS B RIP RAP I I
� �5' .R d ... * , EST.2 TONS Zl
qP ,�\ \ g. SB 0 EXISTING DITCH , `•$, EST.7 SY GEOTEXTILE
•,` , $ ' SPECIAL CUT DITCH
$ •1/1FALL STABLE ,
IN � � �� / �y , .'10=13 fps
eD \ WOODS SEE DETAIL E
1.3 fps ,, I zF --_ / EST.55 SY GEOTEXTILE
----is 0.ET' 2 v _ ti i T Py, EST 25 TONS RIP RAP
_ S,/L1�•-. rrr$ • I •N-EROSIVE)�' `• ` - ,- Imo`\_\ I V EXISTING DIT ,, 0. I
LEANOUT \ 'S ^� ` �T ]4— ��, �, ` ZO�, \ •
OUTFACE STABLE ISTING DBCH \ , ,,\L\ WOODS �/ ...d 4 :,.,,,,„.4.._ EXISTING DITCH
EST.7• \ \•p �\'T• Fy..".- '�• v FAIR COND. "`��� I ' ,y TFALL STABLE \L , •�2t\ • ye ,I
4
`•+ �� \.• / �_�1����i�� 1� I ` ,,,,ss WOODS EXI.ING DITCH\� , , 'Y \ 15 \`l� Li I
Ul �° ` `., • y 'L-II- - f I \ 2( O ALLSTABLE \� , , \ RCP-I I v ��$,zi
wvirer,
m 4p•\ *• \ 1�2...`. v ./ _ �.N oslVEl a� -IN
- _
L / .�'EI \ , �.,�rCyie�s'"_ �lg_Sfll A` fI% I /LT \ `-•.o..: �'� _�—�,�
a /j/�y \\\ . m - �7Pelem � //�i —5 �SR I _'N(H '-'-"_ �i,�`������=�_:• —=i,E�: —� —70 t3T ' sr
y / , 1. \ _ I \-; �/� SR f.$P SOIVTH ,`�Z _� ' i mot„ Bhp •. .
3 SPECIAL CUT DITCH 2 @ 12'x 10'RCBCffr 7' �!D'
SEE DETAIL B 1. �`� .�' 4� . // , P3'PAP£D ,
EXISITNG , -�_ ,' e����/�'i! ____ iii■I ' �• \,�, \ •
\c `\$ IB EXISTING DITCH
Q
�. �� GF'Yf:Yl7i poi
Na>.
DITCH �ly..
: �� • `�1I f� \�_, %! _ —jr! �.._:_:+\�.�- .... ..®.OM" \43's \ ',\ ,, ,, \\ A
t l c ---;",—� J 15„ill
rSPECIAL UT DITCH ) /; �}� ' 9 —i "� \4— \ / ,, , \ RP-IVSEE DET IL E cI,` / ���j/i.-_��� ��_ y�r.� ' KENNETH THOMAS IRVIN
O EST.20 ONS RIP RAP ��+ / d��. •p�i' / �1_�7 / �./.- �� \ , , CLASS B RIP RAP
m EST.35 Y GEOTEXTILE f —_�_�"•,',����� /y mil/ �;� \ 64'OF , , EST.5 TONS
e MARK L BRAUNSTEIN ; • �i���t.� I 8'CASING , EST.14 SY GEOTEXTILE
� � � f / >CST
ING DITCH /��g 1{y�2-'y,�pA
i fv/ IF
�' .` _ co., per o o. \ � �� MNF MST+M�N 2�76
a TOE PROTE.TIO� 3° XT C� /�� :.eMdM�e� se� V%� �V A ��
SEE DETAIL C + PDE • - \ \ • 'L. �°
` EST.35 SY PSRM `3 ��� <' 'y'AI�L,r,migieral f. \ \ '`< \`'+� �-O�e�e
UE ,
\ 3 "1i ``�� Nt
,( If TO 7 < \ LATERAL V DITCH
O '' /1� /'� `s �A. ` J Sy(, EST.SDSTAIL D
TONS RIP RAP r
E TERESA A WI LIAMS / Ar'//r 11110 PROPOSE ou SfiL TE eTL
0 1 Olo1.5 LATERAL V DITCH •
Y EST.95 SY S RIP AP
w ? \ `jo` EST.30 CY DDE c�
TILE
VIO=1.0 fps SEE DETAIL D \ LEGEND
y / a' , (NONHEROSIVE EST.70-ONS RIP RAP �
C n - SY GEOTEXTIL CLA55 B RIP RAP / DENOTES PERMANENT
/ t/`• ' EST.30 CY DDE '�
F , PROPOSED
„'�4 // TOP EST.2 TONS I�//� IMPACTS IN SURFACE WATER
/u�•... OF BANK EST.7 SY GEOTEX7ILE
¢ �� �r CLASS B RIP RAP
w EST.8 TONS
50'UTILTIY EASELEf1T //
a EST.21 SY GEOTEXTILE tPB RB PC 5I1
/t DENOTES TEMPORARY
EXISTING DITCH ABANDOP ASAFTI D TD '" O IMPACTS IN SURFACE WATER
/ .' OUTFACE AND EXISTING DB 6T69 PG 68I
N DOSTING DITCH / // V' CHANNEL ARE STABLE '�
EROSION OBSERVED PROPERTY 101.LLC
9 / 4 BANK UNDERMINING CLASS II RIP RAP ON
ERNEST D COOLEY & FLOOD BENCH BORDER SITE 1 100 0
MARY A COOLEY C) SEE ENLARGED
SITE 3 EXISTING DITCH BOBBY R GLOVER CHANNEL OUTLET
IMPROVEMENTS AREA ON
SEE ENLARGED OOUOTFoLSThABLE ST.125 TONS RIP RAP SHEET 4a PI N VIEW
50 100
o_ E5T.155 SY GEOTEXTILE SI E 1,, %� SCALE: I 100 HORIZ.
D 00=0.fps xe _
CLASS II RIP
AREA ON (NON-EROSIVE)
— SHEET 4C
o CLASS II RIP RAP GEOTEXTILE ON FLOOD CLASS II RIP RAP W/GEOTEXTILE
COIR FIBER ON FLOOD BENCH
3 GEOTEXTILEK MATTING (TYP.) M BENCH BORDER W/
N (TYP.) 2:1 SLOPE(TYP.) PROP.TOP OF BANK
CLASS II RIP RAP W/
ELEV.766 GEOTEXTILE ON FLOOD
f r BENCH BORDER W/
m
o ?•7/
99.1
•
m CLASS B2'SILLS B IPKRAP AND \FILL WITH '� 1 �',\ 1 ry,\ .\ CLAS 2'THI TII HICK
RAP
\ 2'THICK W/
cli NATIVE MATERIAL e, GEOTEXTILE(TYP.)
i PER SPEC. f 1'SILL CLASS II RIP RAP FILL 1'SILL
In CULVERT BURIED 1' WzGEOTEXTILE
m NOTE:FOR CUT CONDITION,USE BACKFILL WITH NATIVE 0-12 12-13 CULVERT BURIED 1'
-a CLASS II RIP RAP FLOOD BENCH - 0-12 - 12-14 MATERIAL PER SPEC.(TYP.) BACKFILL WITH NATIVE
Li o BORDER WITH NATURAL GROUND 2'SILLS BACKFILL WITH MATERIAL PER SPEC.(TYP.)
Zr. COVERED WITH COIR FIBER MAT NOTE: CLASS B RIP RAP AND
INSIDE BORDER.IN FILL CONDITION, SILLS TO BE LOCATED AT //� NATIVE MATERIAL
zL� USE CLASS II RIP RAP FILL THROUGHOUT THE INLET AND OUTLET ONLY EXCAVATION=335 CY PER SPEC. �j/�EXCAVATION=45 CY
�/ WITH NATIVE BED MATERIAL FILLING
LJ THE VOIDS ON TOP.
INLET CHANNEL OUTLET CHANNEL
Nw T (LOOKING DOWNSTREAM) (LOOKING DOWNSTREAM)
o�= (SCALE 1" =10')moo! (SCALE 1" =10')
rlxti

-- A\S ' \ \ \ \\\\\ \\ ' \ ' \ \ \ .\ \ _/---- --_/- /, PROJECT REFERENCE SHEET NO.
to-- \ \\ \ \\\\ \\\\ \\ \ \ \ \ \ /-- /----- / / / DETAIL B DETAIL C DETAIL D DETAIL E 17BP.7.R.114-GUILFORD 52
--\ \ \\ \ \\\\ \\\\ \\ \ \ \ \ \-/ ,./ ---.- - -.790 , / SPECIAL CUT DITCH TOE PROTECTION LATERAL'V'DITCH SPECIAL CUT DITCH
..... ---__ \ \ \ \ \ \\\\ \\\\ \\ \ \ \ \ , /'_-_- ;_,_ / / (Nono style) ?,/ 1 Norm Scale) (Naito scale) (Not scale) ROADWAY DESIGN HYDRAULICS
\ \\ \\\\\\\\\\\\\\\\\\9s--J/,/,/,----_-- _',/ F,yi°j P ENGINEER ENGINEER
\ \ \ _\ \ \\ \\\\\ \(9,„x\ \ , \ / / / /-- -- _ ,/ , Sloe M1.>F�\we° N I Fill pl
-- --- \ \ \ \ / \\ \ \ \)\\\ \ \ \ \ _ / / / ,'.1g--.L....." _-_ / Non,ml t:� , Fill Grou,M D l Ar. Slope TIMD- 1
D Oho SlPSRM
H.
\ \ \ \ \ \ \\) \\\\\ \\\\ \\\-_ // / // _- -- _. Min.D= 1 H. Max.d= 1 Ft. Max.d= 1 Ft.
\ \ \ \ \ \ \ \ \ \ \)a.\ \\\ \\\\\\` / / // / -- -_ Type of liner= PSRM
\ \ \ \ \ \ - - _ / --_-- Type of Liner= Class B Rip Rap Type of Liner= Class B Rip Rap
-\ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\--- /////// --� -STA.10+25 TO 12+00 RT Y-aTA.11+12 TO 11+60 RT -L-$TA.21+03 TO 21+85 LT
\ \ \ I \ \ \ \ \ \\ \ \ \\ ----__' -\�� -L-STA.14+25 TO 16+40 RT
\ \ \ I I \ \ \ \ \\\\\\\\ \- --- _'r-�/�_- --- -L-STA.17+00 TO 18+70 RT -Y-STA.10+23 TO 10+86 RT
\I I I 1 \\ �\ \ \ \\\\\ •\\ \\\\\�=--^i18W ____ii _—\=—`— �' I 'I r ; I / 1 \ \\ \_ \\ 1 I / / / —•
\__' MOTT MACDONALD IR E,LLC HDR ENGINEERING
1 I \ \ \ \ \ \ _I-
—— _ —__ mBi 1 \ I / / / / LICENSE NO.F-0669 LICENSE NO.F-0116
/NA
I 1 1 1 )\ \ \ \\ \ 1 \\ `\ \\\ \ _--_---- __ -\ \ I A \ \ \ / 1 / 1 I l I / / / ' -- DOCUMENT NOT CONSIDERED FINAL
1 I I \ \ \ \ , \\ \_ - -_-__ - - _--- -- 77g.\ \ \ \ \ \ / / UNLESS ALL SIGNATURES COMPLETED
\ \ I I \. \ \\ \ \ \ \----- ----775---_-- - -__-,\\\ \ \\_/ \\\ \\\ \ /' // /I / // I , / / / '/ ' Prepared in the
\I 1 I SITE 2 \ \ \ \\ -------------- - \�\\ \ \ \ \ \ \\ ____ /' /' / / / / / / /// /^---�_-`-'� O1Hae af: M
1 1 1 II \ \ , -� \ \ \ • \ \ / / / / / , /.........
1621 Ppdoy Ropd,suire 115
\ \ \ / \ \ \\ \ \ \-_ / / / / / !/ /' Moir M FupuanVarina,NC])5I6
I / SEE ENLARGED \ \ •\ \ 1 __ ___ \ \ \\ \ I \ \ \ / // ! ! / !, / — �' MAcoaNAID.n,.,.me,rmer.wm
1 1 AREA ON \ \• \ / /' '/ `\_`� \\ \ I I •` •\-----_ --- __-_- / // // / ! // / ' ----__/ //
\\ \ \ / - --7�\\\\ \ I \ - / /'/ / / // / �_/ _Oia F)1 ass ayEenn;ilesisdh eao wk n,R.c slam
I I SHEET 4b U�MEST\O�N V,IANO •APAJtrtI•IENTS LLC \\ •\\ \ • / / // / // // / 6 g,Inc.of thge Carolinas
\ / 1 / \ \ \ A-- 1 �\ / \ \\ / / - _-/ / / / / /, / -- /' N.C.B.E.L.S.License Number:F-0116
\ \ -- \ \\\\ \\ --- \ /-'SQL^\ - ' i !fig/// / / /
L.
\ \ \ ( ,)"
]FRCP \ \ - TAIN1Nz wuL `\ \\ /--\ I !12� PL • FAIR\COND \ 1 ) /^• CUSS
ESt TONS RAP \ \\ \�fi \\ \\ \\\ \ I/ I\\ f- \ ill / /� / /) 11 \\\\ S / -_--�\--__ -�i //i/ i�y��j' _// -Ile% -'t JG'�'- /�b�/_ V�I
O n:�-so%SILTS. EST.M SY GEOTEXTI E �" CLASS II RIP RAP ON 1 / \ '� 1 / ( I 1 \ I / _-- /'//' / / f / / / �''� 1 ,_ '�'� '
\ _) 49 \ AA FLOOD BENCH�BORDElt 111/ \ 1L,.t/ / I f / /'--_ / / ' AR I�N19 5 A Z/ ., / ^I// ,- ---i--_- _..... _ _ / _ �0 --- --
'�• , I E'CHANNEL
BANKRVEq \ \ /_ '�\ 95+ Ve OUTLET I I I I I - "--`1------- / //// // / / ///i / - ' ' '
): "CP • \ CHAIJNEL BANK UN RMINING 9 \ / ��9 •\ I I I I I / / �_ / / /--"----"---
_' ��� ' _� _- ��_' �� _-
I I \ \ ,� \ is ourFUL \ - r- NEL IMPROVEMEy�S I I //- - ,
,( .D oND. \ I 1 I / \ \ AqT---- V6RIP RAP / f1 5EIIFT'225 TONS gBI�C RAP I I 1 / / I / / --- ' '/ ' / 1I/ /^ __�'�- -\
;:a "�•` :` I I , \ \ G9 F \ .l E5T.♦17\o SY f$UTEXTILE) I / / ! ! / /'d�, /- -- rYoco buTrda '/ /// // /'/ //•./1 -V/// _ % -___ •
I / / -AREA IS STA. E / / / / / \ d. / /-
• 1 y�C \ ds� \� / /1.�. l / / /A /i ems -- - / / ' / //.') / _Al j4 ''/ - _ -- -\
��`Fi' ♦ / \ �_ ' n _ A\ / -) \\,\I` \ \ / / / !/ii v�?�', �'�yt� Criss B Rz��IAP ! / ' / \ I 7 // // / ///�
- • '''E;,,1 ., •�Il/ \...\1 \, • V \.� �cH \\ a �- �,�L �� I\\\ Ir \, \) \\ \\- E%ISTJNG/DITEH,nC. //// \// !!////` q\ '/ / ,' //A \ / 11I%// //' /'' /,J/ / /_ -_-- \
3 // / � ,Bar s< / /'%0 '
/ / II \ /// / -x�, Y TWIT' / / ! •// / /4D / / / / �' \- SP CUT CH
\ \ - \ / 9 1�a� / • �'\` 1 .drq e ALL/YU/WV ^ ( �' /..r_-S-c/,/Ti " ''I. \\Q\�L ' I / !// / y I.
/ _ c6 _DtT '- \\
�t 1 \� •� •. = L (\ I ti ` '-\\r•is \ `.., ) 1 eIN�LOft i -) \ \! I L/\\\\\\\\\\\\\ _ ie Ii�\\\\\.,/ I _,/ 1 1 / / 1 1 I / i%'��r.11i,y(oous- /...,
�_• ' `she i rc 5'Ie- ''/ /'!- \
�'!L - 1/) II \ Q / ))1 \ / • ,. re 1 L, / // )Ill\\\ \•` ,� \\\\\ / / /�,/, 9 g _\
•
\ 1� \ 8 \� \-\ - �- - .n J, I \ 1 ExIsJINI/� // _J �)\ll�\\\• 0.� `\\\\� � / / /I Vi r/ �i/�---\ /-ES7. Y5�1eE07EXTiLt- \// '--\
\ .,/ �.. \ ` \..dA\. \ BST 24 R % f / / 1 \ \ \\\\\ 11- t[ffi• ' / gyp, ���(YiEi. / \ / I -i_- /....,/- \
O, '' IQOUT�V Ji• \ \ \ `l_Y' �W- .L , *G / pi1 / I 1 v Or1rF Jr5 AB IiTI(�i IJL- \\\\\\\\\`\I,V �•� G`\� / /� ,�oOD/S1- , r..f,' a / ,£%lsTl DlTct1 I I\ _ -v-O ESL 1, \ \ \ \ t _ '..��FAIR'D`'=. `\\•� `r��/l i7, j I' ,1 / I TFALL ABLE_•.\ \ \ = _ '.-`/ Aj -!.,.r "`1��,w it �' - l l r `-/\. _ L'n. �,,, r. ', �r -�T` yy�� `�—'stc�Cay / / \ ,' ,!// ')II. / J 14 Exn k\\p6`,\\ ��� 1\ + ��/�►�." w,i� I \ �—k—\ 1� ) 1-- / \.
�p \ GODS ���lEi I / • // e YAB\� ``1 w•
- - ,. / , / I 1 / _ ALL \- y
' 'T � \\ e'er'' � �' \\\/ / 1 / / a fo:a1\ \ \ .y _,�\ /y .tti .. l �_:�_ �-� \ \_al /-oil/
- ._______,--
____,,_...cm. ;,+v \ \\\\ ` , :y _s _ i...u.F�F..: 4hr . f.I/:. � i \ _ ' - - — --,' I�'i ��vY�. . — -_ - --_-1.„--_-_,, - _ _ \ \ \\ ro
f
•
.-\ -\ $,_>. -.�.y, .o 4 2 @\72'x 10.RCBC \ I.
1 'S'-: `��/�,' ' s"�P�H., \ / ,, ��=• 4*- o' RICI . - / \\1/ - \ I � ,,, r'. —/, -Pit
a SPECIAL CUT DITCH• 1. \ \ \ \ I_' �' 111
/ / � • I _ ------I
-\ $ DETAIL B I r _ i' ' .. 1 \ I -
r ��_ A� ��► IF�;A - - ���� _`' �v� �� A, '1, Moos \ V 1 1 II //_- -�- 1 L_- •• - I - �'{4 -- _ Wc� ! A ExlsrlNy DIT�H1 i���1
c_ I / %-Ryalr / _ _ 'Z'/� y /d� � � +�_ - � � .��v-R ��..• V Pt l 1 / i --
r'!G / / / / _ / / 0.• / � r t' /. riI Yy �� .l I V I A 1 '/ /
1 1 / orp..,i / - 9� ��! h !.r7,�i�, ���/1l/_-. � soki � 3 .� .. V A V I �1 v I I I f I I I / //Ij
�. G _ .1.�.0.. - .r 1 i V1v. ��\ v I 1 / 1 1 11 1 I 1 \ \ \ / /A • V I f // ,
T 1 1 / 'iypF�ar T DITCH f/ ) 1 � A t� ��r`� �� ,�e v� \d I KE�NrF/TFYFHQ�IAS 1RVIN V ./• v
I 1 / / / E DET L E ,,I. /l y�hj 4k,,Z �j�_ A� - �_� ,-- I I �- \ /I /v '�-) �•A-RC V 1 ap I I I 1 1 I ) v N. /
1 / �/ / / / Sb 20 ONS dIP RA' / ' �� �. - �����ll �� \ E 7.5 TONS�.P I v v v v v\ I V Af
m 1 I SAE 35 Y G OTE I E / I —_� l//4 �A`�� �r//�' /� \ \ \ .. \ ) l \.- m L \ \
m IMABK L B AUN'�T IN ke / ���/ 11, ,. / 1 \ -\ \\ T I \\\ \ \ \ /
I A A A 4 �// i���� "/ — 8 CI t�G _O aES'C_14 sY GOTEXTILE / — A A
v I I 7 l \ \ \ \ ,\\ a'"a. ll/ /I, , \ I J 1 \ 1 I� �1� /♦� II 1 \ IS�/TDR �\t _ \-- \ ----- \ \, \
I I \ \ \ \ \ %�.^ n / !�� /' I oDs+ // __ �� \ \ BTINGLW& _%'si�'/5�'g-��y-�p-�-�=o___ ` \ \\ _ \ \ \ \ \• \\\ \
' Mk''
m 1 1 I I I \ \\ `\ rr� II 9, Il i. i// / l i - i` / .i 1 •\ \ \ �� ,, lossLE FrrIIAh' „. •\•\ \ `\�\ .... '-_\\\\\ \ \ \ -
\ \ Tod 7'� /f \ r \. \ _ \•\ 1
I 1\ \ \_ \-\ \ IYYLTg !J ..�. .f -� _ _ _�,7 ._.,1 - \-� / )�"C \\\ I-_ - - f , \ T- �/ / Z%76 \\\ \ \\ \\\\ - \\\\\\\\\\\ \\ \ \ \ \\ ----
D \ \ l \ \_ TeE_rR3r lari\ . �: : ,,�il ;� /�� - _ 17"'\-�\ \ : \\� ', �,�\ \ I • \ , \\ \\\ \\ \ \ \\ \\ \\\\\\�\\\\\\\\\\ ) II -\---�-
\ • -SEE DE AiL.C`- \ . /.I�` e \ \ \ \ \ \ \ 1
I \• \ \� -- E3T_153 • RM--\\\ V ,/ paqif
- ♦ • '- lI���A■AAAA� • � �' - \ \ \ \\ \ \ \ \ ) \ \ \- \\\ \ ` \ '\ \ \ \ \ \ \ \ \ \ \ \ \\ \ A\\\\ \\\ \ -^_
-- \ \ /.p/ d� T� ♦ 7-• trio \ \ \ \ \ \ \ UT RA VDRCH / \ \ \\ \ 39e \ \\\\\\\\\ \\ \ ---------_
�' _ O \ 2 V A 1 8EE D AIL D / v A 1
o •------ TERESA ; ' L A 4 -- , ('•1r 4" \ /,«`�'Y , PROPOSE ouTFALL\ \ \ \ \ \ \ \ \ ` _\ sA�\ \ \ \ \ \ \\ 65T 15 TONS RIP RAP / \ \9,4 \ \ \ \ \ \\\\\\\\\\\ \
_ - \ \ _ ✓/�"_- \! \ _\ 4to-,.\ \ \ \ \ \ L,pT RAL DtrcM \ `, \ \ \ \ \ \ \ \\ 1 B.199 CY DDETEXTILE / \ _ \-\\ \
\ \ \ fr•4' \ \ ''s ki _vro=1.o pe \ \ \S ET I D \ B \ \ \ \ \ L. \ \ 0\ \ \
t f:y•,,•v -,v v v•v • 1 A (NON-EROWE es �o�vsvRIB RAP V v�v v v \\\\vA v v�v v / <v �v vv LEGEND
___--- -- --- \`./ .. 0,„ \„ ,„ , ,,,I;
/ �� \ii \ eT.\To\c 4DL\ \� \ \\ \ \ cL Ss\evcil\IZ�d \\,\\ ' \\\ \ \\ \\
m _ __ -
-
- \•\ \•\\\\ \\\ \\\\\\ I PRO/P/L D \ \ \\ \ \\ \ \ \ \ \ \ \ \ ST.4 TONS \\ N. -_-_ / \ /-\ \ \ \ / y/, DENOTES PERMANENT
- _--- _ -- -- - \\ \er {/• \ \\\ \\\\ \\\ \\\ \ n OF/BANK \\ \� \ \ \ \ \\ \ \ \ \ \ \ \ \ \\ \ .7\SY G E RE\ \ -\ / / \ \ \\ //// IMPACTS IN SURFACE WATER
a -- __00&----- \ \ ,1i1 \ \ \ \ \ l\1M5\ \\ \ \ w•urknr��.�y�p7\ \ \ \ \ \ \ > / - \\ DENOTES TEMPORARY
-- \ \ �"•\ IS\o.o dt �� I \ I / B•B ze Fc s� �\ \ \\\\ \ \ \\ \ \\\ \ \\ \ / / / - / IMPACTS IN SURFACE WATER
\ \ A \' IZ \ kAkL Np Q T1 it\Al \ \ r Dot€ 9 \Tm \ \ \ \ \ \ \ \ \ \ / -\ \\N.
-- __' __ -Ex6TMG DITN / / \,a.: \ , \\ al-u•IN4L�px� iA�eL€y\ V. \n \ \ \ 4 \ \ �\ \ \ \ \ \ \ 1 r..a• \ \ \ \ \ -9\ \ I / \., / \s6� \ \
' --\ \ Y \ ttll��,,sP \ Rbs1ON al Eb I\\ \ \ \ \ \ \ \ \ 4 \ \ \ I 1 \ \ \ \ .o / \''',,
D __ -\ \ \ \\ \'� \ \ \ \ \�\\ @@*oft Ili \ \ \ \ \\\ I 1 PROP ;Y 101.LLL"\ \�•\\\ \ g \ \ 1 \\ /\
\ \ \ \ \ tD \BnrrK W G \ \ 1 I CLASS II RIP RAP ON \ \ \ \ \ \ \ \ \ \\ \ \\ I / \ \
75, _ __/ \ \ \ \ \ \ !\ \ \ \ \\b\\\\ \ \\ \I \ \ FLOOD BENCH BORDER \ 'SITE 1\ \ \ \ \ \ \ \\\ I\ \ \ \ S \ \\ \ / \ 100 0
\ \ \ \ \ \ \ Rr\IA ®\ Ell(\ \\\\ \\ �\ \` 1 l\ / EI� �c- \ \ \\\\ I t I \\\ \• \\ \ / - -
- SITE 31�`1 \\ \ \ EK16TING\.fla, \ \ \ 1 1 \\ \\ \\\\\\\\I4da' \ft\ti*Es\I Cb EL IMPROVEMENTS, \(/'��RE6\p�\ \ \\\\\\ \\\\\\\ i T jj,\\\\\\\\\\\\\ \\\\\ —\--^- \ 1\\\
-SEE EI\ RG 1._ \ OUTBALL STABLE\ \ \ \ \ \ 1 \ \ \ eL \ \ \ \, •,, YV �rE�L�' \ -- \ `-- 1
\ 1 \\\ \ \ \ \ S 125 TONS RIP RAP J \ \ \\\ \\\ \ \ / \ \ \\ \\ 5 0 10 0
o - \ 'A e�V10,%lips I b \I \\ \;� \\\��\\\ \ \Y+ \ MEE�T\4\ \\\\\\\ \ \\\\\\ \ \ SI .E\ 1 / 5 . \ \ \\ \\----_----- 79 _ 1 SCALE: I 100 HORIZ.
}r"L A d1 I ) 1 0' \ \ \ t- \ \ \ \ ESTI 155 SY GEOTEXTILE \ \ \ \ /
---- ARE% ON \ \ \INOIH-EROSIVE)I I 1 II I \\ \\\�\ \ \�\\�\ \ \ \ \ \ \\ \ \\\\\\\ \ \ \ \ \\\\�\___________ `—� /_ u_ /
S '- - -\ SF�EE1`\4c\\\ \\ \\ \ I 1 1 1 II I llll\I\ \\\\�\\\\\\\�\���\ \1 \ \ \\ \\\\\\\ �.\\\\ \\ s S -\ \\\ \ \\\ :\---
o ------ -\\\\\ \\ \\ \\ \\ \\ \\\\\\ I I I I I II II Il\i\;\\\\\\;\\\\�\\\\\ 1 1_-\\\ •
\\ CLASS II RIP RAP CLASS II IIP ON FLOOD l^_ - _ - _
\• \\\ \ CLASS II RIP RAP W/GEOTEXTILE
- -- \ \ \ \ \ \ \ \ \ \ I I I I I \ \\\\\\ \\ \ \\\ \ \ \•
\ COIR FIBER ON FLOOD BENCH
\ \ \ I \ I I I I I \ \ \ \ \\\ \ \ 2'THICK W/ MATTING (TYP.) M BENCH BORDER W/
t\j --- \ \ \ \ \ \ \ I I I I I I I I 1 \\ \\\ \ \\\\\\\ \ •\ \ •
GEOTEXTILE(TYP.) 2:1 SLOPE(TYP.) PROP. OF BANK
--_ -\ \ \ \ \ \ \ \ \ \ 1 \ \ \ 1 I I \ \\ \ \\\\\ \\\\•\\ \ \ \ ELEV.766 CLASS II RIP RAP W/
-\ \\ e!g \ \ \ \ \ \ \ \ \ \ \ \ 1 1 \ I 1 \ 1 \\ \ \\\ \\\ \\ \\\\\\\\\\\\\\\\ \\ r GEOTEXTILE ON FLOOD
m \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \ BENCH BORDER W/
\\\\\ \\ \\ \\ \ \ \ \\ \\ \ \ \ \ \\ 1 I \ 1 1\ 11 1\ \ \ \\\ d'`\\\\\\\�•\\\\\\\\,\\\\\ \ `\ \ �pi� ?. 2:1 SLOPE(TYP.) ,i.H -\\ \\\\ \\ \\ \\\ •\\ \ \\ \\ \\ \\\\ \\\\\\\\ 111 Pr 1^1\ 1\\\ \s \\\\\\\�\\\\\\mom\\\\ \\\ \s\\ \\\\\\\\�-- 1, 'A\^' \ n.�11�j 11i!""" _ii�/,,�//t�'"' ' 2'THICK W/
\\\\ \\ \ •
\ 2'SILLS BACKFILL WITH� ' 1' ��Q \ CLASS II RIP RAP
Lp ,\\ \\ \\\\ \\ \ \ \ \ \ \ \ \ \ \ \ \\ \ \\ \ \ \ \ \ \ \\ \\\\\\•'-','- •\ \\\\\\ \•go,-,. \\ \\\ \ \ CLASS B RIP RAP AND • 4� ,k•1\ GEOTEXTILE(TYP.)
/ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ s \ \\ \\\ \\ \ \\\\\ \ \'\\\\ \\\ \ \ NATIVE MATERIAL 1'SILL
c\ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\\\ \\\ \ \\\\ \ \\\ \ \4'\ \ \ PER SPEC. CLASS II RIP RAP FILL 1'SILL
m \ S! \ \ \ \ \ \ \\ \ S\ \ \\ \ \ \ \ \ \ \ \\ \ \ \\\\ \\\ \\ \ `\ \\\\ \ \9 \ \ \ W,GEOTEXTILE -
CULVERT BURIED 1'
\ 9\N. \ \ \ \ \ \ g\ \ \ \\ \ \ \ \ \ \ \\ \ \\\\ \\\\ \\\\!�;\\\\\\\ �\ \ \ \ NOTE:FOR CUT CONDITION,USE '12' 12'-14' BACKFILL WITH NATIVE 12'-13' CULVERT BURIED 1'
..� -\\\\\\\\\\\\\\\\\\\ \\\\\\ \ Lp \\\\•\\'A \\\\\\\\, \ \ \�\\\\\\\\\\\\\\\'\ \`\\'s\\\\\\\\\\\\\\\ CLASS BORDERI RIP RAP FLOOD BENCH WITH NATURAL GROUND MATERIAL PER SPEC.(TYP.) BACKFILL WITH NATIVE
2'SILLS BACKFILL WITH MATERIAL PER SPEC.(TYP.)
'�-' \\ \\\\ \\\\\ \ \\ \\\\\\ \\\\\ \ \\\\\\ \\ \\\\\\ \\\\ \\\ \\\\\\\\\\`��``�\\\\\ \\\ \\\\\\\\ NSIDE BO O COVERED IER.IN ILL FIBER
CONDTON, SILLLST NOTE:
TO BE LOCATED AT - NATIVE MATERRIAL AND
ZL \\ \ \\•\ \\\\\\ \ \ \ \\ \\ \ \\ \\ \ \ \ \\\\ \ \\\\ \\ \\\\\ \\N\\\N\\\\\ \\ \\ \\\ \ USE CLASS II RIP RAP FILL THROUGHOUT THE INLET AND OUTLET ONLY y� �l EXCAVATION-335 CY PER SPEC. y�
Wp _- -`\ \\\\\\\ \ \\\\\\\e\ •\ \ \\\\\\• \\ \\\\\\ \\\\\\\\\ •\\\\\\\\\\\ \`\\\\�\\N. \\\ \\\\\\\\\\\\\\\\, WITH
NATIVE BED
MATERIAL FILLING Y////I V//�
EXCAVATION=45 CY
TH
OIDS
P.
Luo
•
INLET CHANNEL
CHANNEL
Nis_ — -\\\\N.
`\\\\\\\N N\\\\\\\ \\\\\\\\\\\�\\\..\\`• \\\\\\\`\\\\\`\\�\:`\`V6,`•\\\\6\\\\\\\\\'\\\\ (LOOKNG DOWNSTREAM) (LOOKI1NGTDOWN TREAM)
�o? \\ \\ \,,`....\ \ \ \ \\\\\�\ \ \ \\ \\ \\\\\\\\ \ \ \ s \ \\`\`\\�\`\`�\\�\\\\\\\ \\\\ \\a (SCALE 1" =10') (SCALE 1" =10')

PROJECT REFERENCE SHEET NO.
17BP.7.R.114—GUILFORD 52
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
NAD 83/ A 200- ---
MO,MACDONALD I E.E LLC FIDR ENGINEERING
LICENSE NO.F-0669 LICENSE NO.F 0116
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
JS OUTFALL
Office of: M
MOTT M Fu9uay-tnoC52)S166
W/RIP RAP
\ 11 HDR Engineering,Inc.R Uxa Carolinas
N / y \ FJ/ 5F tiville S,Salle 900 Rakig,NC P7661
\^_) \ � ` N.C.B.E.L.S.License Number.F-0176
PERMIT DRAWING
_ p ( / O ;'j L 1 SHEET 4 OF 11 GLI
LC) , i / \ \
W D •'4
EXISTING R� I I PD��� ,;,
i 4ir 4,0 A.-
a + i /
s)re_p_.,--- „„_ - _...... --„,i4,,, _._
_______
,.
I lir
2 @ 12' x 10' RC B‘ \ � --' �w,,4_,,„„ ...�
� �� SR 1332 SOUTH SCIENTIFIC ST 1
_ - '-�e� .'1 23'PAVED ROADWAY
_Avtzwt
TI �``7
o. EXISTfivwING _/S,r�� �. 0 =�
Y
,..iiiisiath„.
`�= /ie - -
L. 111111111raliv*A...,-I ,e,, &Am
. ____ , _ ,,,,,,„.- 4 Amor
WOODS 4 0 I
,• �����I���%'j` EXISTING DITCH
_- `�� I'� __—— OUTFACE STABLE
• r WOODS y��ti_.�.�- Q10=1.6 cfs
/fie f�.. '�'' _,%11 %6�/ V10=1.3 fps
E _
�w I�� S` F _—���r��'i%sue~ du& (NON-EROSIVE)
�'`� ����� ���II�IIA\ICI%�II�I/,�II��
L, /
, ,AV, ....1
ot
�Puf N.> • _f - POE - C P
o LP ,� ler
/� PUE
a
0
o [ 7
c
(.V
0 \
LEGEND
er
JS OUTFACE AND
CHANNEL ARE STABLE PROPOSED OUTFALL EROSION OBSERVED Q1O-1.5 cfs . DENOTES TEMPORARY
BANK UNDERMINING IMPACTS IN SURFACE WATER
V10=1.0 fps
u o (NON-EROSIVE) / DENOTES PERMANENT
40 0 DETAIL SHEET FOR IMPACTS IN SURFACE WATER
,
wo -
20 40 SITE
N Ld DI
SCALE: III= 40' HORIZe

PROJECT REFERENCE SHEET NO.
17BP.7.R.114-GUILFORD 52
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
NAD 83/ A 011
MOTT MACDONALD 18 E,LLC N R ENGINEERING
LICENSE NO.F-0669 LICENSE NO.F-0116
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
JS OUTFALL Office o M
Men .•.Fuquoy-Varinao,NC5275265
WMRIP RAP �DNua.w.m�mo.<om
11 MAR Engineenngi Inc.of th Carolinas
\ / / / \ 1 \ \• ■ / co V FJ/ 555 FayatenllESl Su1e 666 Rakigli,N.0 27661
/ _ �� \I _-_1,/,/ / / / \\ �\ I \ \' 'I (/ / '
N.C.B.E.L.S.License Number.F-0116
/ S ��� I r/ --. i-� -- //,''/i' �.'' I 1 Ir1 1 ' / i O p0/ i-
_ ( / / ,i_ �// �� I I 1 1I 1 / 2 PERMIT DRAWING GL�
/ _\ -, .' --,�' I^ I /'r �I 4 / / / \,1 SHEET 5 OF 11
%1�-1 ,7------------- Aliti . ST \ -1' 1 // /' ''/'/,.-// • L J /'/T/i'I , / , ,/ i'/ -
/I S D i �� I_�.i • I f 4 .'J ' // /'
- - \ / i
STING R/ D i.�1`) I , / ,�v t, /- - , A,'
Imo_ • �� : orgemmw /• i' ' '•_ _ �Ll'% ,'' -4- -- / '
:err% ,-- -
2,� 12'z`v10' RCB \ F. � 7411,,,,,
�� F ; ,' \\ \ SR 1332 -SOUTH SCl NTIFIC%ST f
_ ` ,�%'e 23'P�1b��D ROAM \ \
d - - — _ - Ire* /fie ra i'�'-_-_---- —— v
•
•
/ / ' '... LITIP4Alr‘ Illtri,7,iA,
¢ lik 41166 / /i ilk,
a , — ApPrigriz I' --)- --- --- -W- \ — --,g 'ir--impPiNliii.....,,, \I
__--- , arilikvioir ._. _ —
.Orr
�� SODS - / I//---- ,' `�•�/ .�As!� 1 11 I
_ _ ' �` ////I '' , O,, �` /' \• \ / i /1 11 \ I I I it EXISTING DITCH
�j i '�' I /i i 1"/i /' �,,/•...4,.. 16"°�• ''/' IIT , ,,I , ` ,' /' I I ..t_4—t—_ _ OUTFACE STABLE
....„....„1„,..0.,..„.„,....__
, .____
....._
Q10 l b cfs
/ ��. � / \ V10—1.3 fps
���'�� ����Av f 1 a NON-EROSIVE
Q \
1 \ f , o I i,, �Y \ \ \ \ \ \ \
.• / `S POE - C,- \ \ \ \ \ \ \ \
* \`I- -, _- •-, A , ,' �� E _ --' \ \ \ \ \ \ \ \ \ \
V / \
nt \ \P \` \ \ \ /i�O_\ \� r 1' A \ \ \ \ \ \ \ \ 0\
_, 1 / -- \II\
\ •�,\\. \ \ \ \ \ LEGEND
JS OUTFALL AND
CHANNEL ARE STABLE PROPOSED OUTFALL / j
EROSION OBSERVED Q1O=1.5 cfs / " ///7. DENOTES TEMPORARY
BANK UNDERMINING IMPACTS IN SURFACE WATER
L. V10=1.0 fps
o
M (NON-EROSIVE) / / DENOTES PERMANENT
40 0 DETAIL SHEET FOR IMPACTS IN SURFACE WATER
wo
20 40 SITE 1
n1 W a
(-0,,
SCALE: 40' HORIZe

PROJECT REFERENCE SHEET NO.
17BP.7.R.114—GUILFORD 52
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
4 PI SW
MOTT MACDONALD I A E,LLC HDR ENGINEERING
LICENSE NO.F-066, LICENSE NO.F-01.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of: M
M 7621 Pedoy Road,SVite 115
Moir Fuq er-VOrinO,NC 2,n26
MAGDONAlD .. OOnmOe.Oem
PERMIT DRAWING E)1 Nss«�se F°o;�s
SHEET 6 OF 11
ct STA, 14+3 7 -L --
2 L 12' x 10'RCBC . .
SKEW 124°
GP ELEV. = 778.82
780 2:1 (NORMAL) 12:1 (NORMAL) 780
EXISTING LEFT REMOVE EXISTING \
TOP OF BANK ifIDGE .
EXISTING RIGHTN1--- , .
-
TnP OF RAN •
O 770 1 \ 770
1I760 NORMAL WS ---- ---1 760
ELEV.=76 3.5
g DATE 1 /09/2017 STRFAM BED
3
O 2' SILL IN LEFT BARREL, 1' SILL IN RIGHT
BARREL, SILLS ARE INSET 1' FROM END OF
E CI II VFRT AND PARAI I FL TO CUI VFRT FACE . • .
0 750 (TYP•) Cl ELEV.=761.39 750
•L,'= SLOPE=1.143 0
F
NA
.
12
-o
I
PROPOSED 2 @ . 12'Ix 10'RCBC
O
a
v
0
N
C)
z� NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE
STREAM BED AT THE PROJECT SITE DURING CULVERT CONSTRUCTION.
a(? NATIVE MATERIAL IS SUBJECT TO APPROVAL BY THE ENGINEER AND MAY
wU BE SUBJECT TO PERMIT CONDITIONS.
0
ow-o
ci_= 250 200 150 100 50 0 50 100 150

NAD 83PROJECT REFERENCE SHEET NO.
17BP.7.R.114—GUILFORD 52 4b
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
/ A 2011
MOTT MACDONALD I A E,LLC HDR ENGINEERING
LICENSE NO.F-066, LICENSE NO.F-0116
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office At: M
M 7621 Pedoy Reed,Suite 115
MATT Fepeay-Ve,iec,NC 2,n26
1)+MA020IAIDhhnn www.menmae.wggm
RF
ng
e
a.
I-)` N.C.B.E.L.ISS License Nmber FO11I6
—
PERMIT DRAWING
SHEET 7 OF 11 GLI
//
•
/ SS' ♦ FEBA r 04 p0
� is
"a'�.e ' s T
.1112L„,...Allr
s
Tom'',. ill
, Al--• 111' I SIGN O 7 �%
s:
cr
� S Q <
TARN— ' , -CP i;;�6.
JS 2 v� /LT co. BST
E \
D_ Qv \
p
e
\ MH
Q
WOODS �' O �\
N \
W
(1-1 / . -_ ,.. - -.-. l' lit
-
CC
W
a
DETAIL SHEET IF®I',
0
a SITE 2
m
m
0
a
c
y
O
3
N
7
m
O
C
0
ai
N
L()
0
z� LEGEND
L;5 50 0
Z,� /��// DENOTES PERMANENT
¢u 9' IMPACTS IN SURFACE WATER
W p
za
25 50
N E 45
T
�o= SCALE: 111= 50' HORIZ.

NAD 83/ A 2011 PROJECT REFERENCE SHEET NO.
17BP.7.R.114-GUILFORD 52 4b
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
MOTT MACDONALD I A E,LLC HDR ENGINEERING
LICENSE NO.F-0669 LICENSE NO.F-0116
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office At: M
M 7621 Pedoy Reed,Suite 115
MATT Fepeay-Ve,iec,NC 27526
1)
+MA020IAIDhhnn www.menmae.wggm
HDR
linas
F) N.C.B.` E.L.ISS License Nmber.eering,Inc.of the F011I6
—
PERMIT DRAWING
SHEET 8 OF 11 GLI
\ J2 \ \ / /'� \\
I
SS `\ (-T r i I \ _2 B q \
l ®\ i I� y�F�7�S20 p�
1 . blibL )
\ p�' •a_ 7 `SST i 7/ \\
AlHilli
—————___1' 4-*>:: " ,--- -41LON SIGN 0,„139 \ \.-------- \
\\ •
� BA\ •
/ / - / �:\ `N /L N ` \\
l� y
�\`: f \ \ WOODS _ �.
•
— � `s�. MEW , .\ \ \ \ �� -�,
\ ; _
II
ce
W
a
DETAIL SHEET IFOI',
m
a SITE 2
m
m
a0
c
y
O
3
N
7
m
O
C
LJ
G5
N
L()
m
6� LEGEND
L;5 50 0
Z, /��'/ DENOTES PERMANENT
¢u �j9' IMPACTS IN SURFACE WATER
W a
za
25 50
N E i
\
.-L3o= SCALE: 111= 50' HORIZ.
c =ti

PROJECT REFERENCE SHEET NO.
17BP.7.R.114-GUILFORD 52 ac
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
3/ A 2011
NAD 8
MOTT MACDONALD 18 E,LLC NOR ENGINEERING
LICENSE NO.F-0669 LICENSE NO.F-0116
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of: M 1
7621 Po Ny Road,Soite 115
MOTs M Fuguoy-Varina,NC 27526
MAtDONAID www.monmo<.<om
F11 HDR Engineering,Inc.of the Carolinas
R555.E�.Eh.Lne.L,06rrr flsIeigh,.F-0116
N.C.B.E.L.S.License Number F-0116
PERMIT DRAWING
SHEET 9 OF 11 GLI
s � -AgppII,.. — —
1 `4 d!$!7
Exi ii - -Au _
:7c 0 0[
-/k.- d:3. i Of ''''':' — v )
TOP=777,- !/,���, •C' /ii,
v�
INV=774,40 CB i` ER T;
• ,10
•-- `7 Ai
©D * 'UE itVii
0 6 .
vE .' 7,—
iNf
91 100 QQ�
//4/7'' (c/ /-z:4r
2" /�; 10' 110' Q6y
/ /..
4 // /
i / //
EXISTING DITCH
DETAIL SHEET T FOR OUTFALL STABLE
Q10=0.9 cfs
SITE 3 V10=1.1 fps
(NON—EROSIVE)
LEGEND
50 0
DENOTES PERMANENT
/, IMPACTS IN SURFACE WATER
w
Q 25 50
.Z-
J
as-i SCALE: 111= 50' HORIZ.

PROJECT REFERENCE SHEET NO.
17BP.7.R.114-GUILFORD 52 4c
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
NAD 83/ A 2011
MOTT MACDONALD I A E,LLC HDR ENGINEERING
LICENSE NO.F-066, LICENSE NO.F-0116
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of: M
M 7621 Pedny Roed,Stile 110
MATT Fepeay-Ve,ien,NC 2,n26
+MAOIO IAIDhhnn www.menmae.cggem
F1)�` N.C.B.E.L.ISS License N mber F01116
—
PERMIT DRAWING
SHEET 10 OF 11 GLI
-
- .....- , , .- 74 V;Rfil L 7 ,---AvAip- ----„ -- --
... _ _
„.._ .... ..... ______
, ......._ // 1'64-- (Vivi _.,
, _ ,..4 „
, , , , ‘Vrat .4ii! f ....
/ r4/4/ 1 1 it / ' Cai % / �— "� /
1 I/ �/ /// ©� f� ' / '/
Lt
, --..... tor iii •./0/ 3- `,/, / / . .
�W�774.4�0 CBS 7� 717 �\ _-- � '�.�'/
LO
o
MA
cr, --,_ ---..._._ ,, ,„ '....,, ,„,ri, , -1.N„ , 5.1.,...... v \ Os \\ 1Lk *.<:), , , ,W.,/
ti--';OI1w \ 1 ` \\ Q
\ ct, , ` I.. _ \ \ \ \\ \ \\ \ \ \\ \ \\\
.i. ___,...... -, .... ,. , /.... \ . , • \ ,,, ,,
LO
CL
Q v
m
° EXISTING DITCH
...-
DETAIL SHEET T FOR OUTFALL STABLE
°' Q10=0.9 cfs
SITE 3 V10=1.1 fps
a (NON—EROSIVE)
O
N
7
m
O
C
m
ai
N
to
6 L LEGEND
L;5 50 0
Z,� /��///< DENOTES INERMANECT
¢ /j�9' IMPACTS SURFACE WATER
W o
z7
25 50
N Et
� T
.-L)o= SCALE: I11= 50' HORIZ.
c ti

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)
1 -L- 14+22 to 14+58 2 @ 12' x 10' RCBC 0.02 84
1 -L- 13+88 TO 14+95 I BANK STABILIZATION 0.03 121
1 -L- 13+85 TO 15+35 GENERAL IMPROVEMENTS 0.01 53
2 -L- 10+29 TO 10+40 I EXISTING 24"RCP OUTLET < 0.01 8
PROTECTION
3 -Y- 11+90 TO 12+02 30 RCP IV OUTLET < 0.01 25
PROTECTION
TOTALS*: 0.06 0.01 238 53
*Rounded totals are sum of actual impacts
NOTES: General Improvements include all Temporary Stream impacts for Bank Stabilization installation and removal of the retaining wall in the
northwest quadrant. The concrete Tooter of the retaining wall will be retained. NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
MAR 16, 2021
GUILFORD COUNTY
BRIDGE #52
17BP.7.R.114
Revised September 2014 SHEET 11 OF 11 I

Action ID Number: SAW-2018-00877 County: Guilford
Permittee: NCDOT Division 7 (Attn: Wright Archer III, PE)
Project Name: NCDOT Div. 7/Bridge 52/ SR 1332 / Scientific Street/Guilford County
Date Verification Issued: 6/17/2021
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

A.Determination of Jurisdiction:
1. ® There are waters 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 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.
2. ❑ There are Navigable Waters of the United States within the above described project area 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 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.
3. ❑ There are waters within the above described project area that are 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.
4. ❑ A jurisdiction determination was not completed with this request. Therefore,this is not an appealable action. However,you
may request an approved JD,which is an appealable action,by contacting the Corps for further instruction.
5. ❑ The aquatic resources within the above described project area have been identified under a previous action. Please reference
the approved jurisdictional determination issued . Action ID: SAW-
B.Basis For Jurisdictional Determination: See attached Preliminary Jurisdictional Determination Form
C.Remarks:
D. Attention USDA Program Participants
The delineation included herein has been conducted to identify the location and extent of the aquatic resource boundaries and/or the
jurisdictional status of aquatic resources for purposes of the Clean Water Act for the particular site identified in this request.This
delineation and/or jurisdictional determination may not be valid for the Wetland Conservation Provisions of the Food Security Act of
1985,as amended.If you or your tenant are USDA program participants,or anticipate participation in USDA programs,you should
discuss the applicability of a certified wetland determination with the local USDA service center,prior to starting work.
E. Appeals Information for Approved Jurisdiction Determinations (as indicated in A2 and A3 above).
If you object to this determination,you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed
you will find a Notification of Appeal Process(NAP)fact sheet and Request for Appeal(RFA)form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Mr.Philip A. Shannin
Administrative Appeal Review Officer
60 Forsyth Street SW,Floor M9
Atlanta,Georgia 30303-8803
AND
[e-mail]
In order for an RFA to be accepted by the Corps,the Corps must determine that it is complete,that it meets the criteria for appeal
under 33 CFR part 331.5,and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form,it must be received at the above address by iv/A.
It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence. s;� v
7 47 Date:2021.06.1 7 11:58:07
Corps Regulatory Official: -04'00'
David Bailey
Date of JD: 6/17/2021 Expiration Date of JD: N/A

NOTIFICATION OF ADMINISTRATIVE
QUESTFOR APPEALAPPEAL OPTIONS AND PROCESS AND
RE
Applicant: NCDOT Division 7 File Number: SAW-2018-00877 Date: 6/17/2021
Attached is: See Section below
E INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
PROFFERED PERMIT (Standard Permit or Letter of permission) B
[ PERMIT DENIAL C
L APPROVED JURISDICTIONAL DETERMINATION D
II 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 http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.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.

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.
—m — --- .i
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
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: — s 1 If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may I
appeal process you may contact: also contact:
District Engineer,Wilmington Regulatory Division, MR.PHILIP A. SHANNIN
Attn: David E.Bailey ADMINISTRATIVE APPEAL REVIEW OFFICER
69 Darlington Avenue CESAD-PDS-O
Wilmington,North Carolina 28403 60 FORSYTH STREET SOUTHWEST,FLOOR M9
ATLANTA,GEORGIA 30303-8803
PHONE: [phone];FAX[phone]
EMAIL:[e-mail]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel,and any government I
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 opportunity to participate in all site investi ations.
Date: Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer,Wilmington Regulatory Division,Attn: David E.Bailey,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.Phillip Shannin,
Administrative Appeal Officer,CESAD-PDO,60 Forsyth Street,Room 10M15,Atlanta,Georgia 30303-8801
Phone: [phone]