20150035 Ver 4_W5516 401 completion form_20180612

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2013-01905 County: Rowan U.S.G.S. Quad: NGCHINA GROVE
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permi[tee:
Address:
7'elephone Number:
NC DOT Div 9
Amv Euliss
375 Silas Creek Parlavav
Winston-Salem, NC, 27127
336 747-7802
Size (acres) 478 Nearest Town Landis
Nearest Waterway Cold Water Q�eek River Basin Rockv. Nm4h Carolina, Sonth Carolina.
USGS HUC 3040105 Coordinates Latitude: 35.526347
Longitude:-80.572956
Loca[ion description: Old Beatty Ford Road (SR 1221) fi'om Bos[ian Road (SR 1210) [o Len[z Road (SR 1337) adjacent to Iributaries
of Cold Water Q�eek, east of Landis, in Rowan Comity, North Carolina. TIP No. W-5516
Description of projects area and activity: road wav improvements Mechanized landclearing, excavation, and the discharge of fill
material associated with the construction of the relocation of Old Beatry Ford Road (SR 122 ]) from Bos[ian Road (SR 1210) to Lentz
Road (SR 1337). The proposed project includes 7 pennit sites that include culvert / fill ( 880 linear feet of stream channel impact),
bank stabilization (207 linezr feet of stream channel impact), and 0.06 acre of wetland impact; all impacts are to the jurisdictional
waters of tributaries of Cold Water Creek. This verification also authorizes 189 linear feet of [emporary sueam channel impacts
associated with dewatering activities included in the project construction.
Special Condition: [n order to compensate for impacts associated with this permit, mitigation shall be provided in accordance with the
provisions outlined on the mos[ recen[ version of the at[ached Compensa[o�y Mi[igation Responsibility Transfer Form. The
requirements of tl�is form, including any special conditions listed on this fonn, are hereby incorporated as special conditions of this
permit authorization.
Applicable Law
Authorization:
Proiects.
� Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Regional General Permit Number or Nationwide Permi[ Number: NWP 14 Linear Trans�ortation
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPEC/AL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditim�s and your submitted application and attached infm•mation dated O1/13/2015. 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 CITss
1 administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the natiomvide authorization is modified,
suspended or revoked. If, prior to [he expiration date identified below, the nationwide permit authoriza[ion is reissued and/or
modified, this verification will remain valid until the eapiration date identified below, provided it complies with all requirements of
die modified nationwide permit. If the natimiwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer coinply wi[h tlie [erms and conditions of the natiomvide permit, activities �vhich have commenced (i.e., are
wider consuvction) or are wider contract to commence in reliance upon the nationwide permit, will remain authorized provided tlie
activiry is completed within twelve months of the date of the natiomvide permiPs expiration, modification or revocation, unless
discre[ionary authority has been exercised on a case-by-case basis [o modify, suspend or revoke the authorization.
Activities subject to Sec[ion 404 (as indicated above) may also require an individual Section 401 Water Quality Ceitification. You
should contac[ the NC Division of Water Quality ([elephone 919-807-6300) to determine Section 401 requirements.
For activities occurring wi[hin the twenty coas[al coun[ies subjec[ ro regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at [phone].

s:��r-xois-ni�os
This Depar[ment of the Army verification
State or local approvals/permits.
If there are any questions regarding
program, please contact John Thoma
Corps Regulatory Official:
Expiration Date of Verification:
does not relieve the pennittee of the responsibility to obtain any other required Federal,
veritication, any of the �nditions of the Perinit, or the Corps of En�ineers regulatory
Date: Ol/IS/2015
Determination of Jurisdiction:
A. ❑ Ciased on preliminary information, there appear to be warers of the US including wetlands within the above described project
area. This ��reliminaiy derermination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 33I ).
B. ❑ There are Navig�ble Waters of the United States within the above described project area su�ject to the pennit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or oiu•
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notifica[ion.
C. ❑ There are waters of the US and/or wetlands wi�hin the above described project area subject to the pennit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC y 1344). Unless there is a change in the law or our published regulations,
diis determina[ion may be relied upon for a period not to exceed five years from the date of this notification.
D. � The jw isdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued 9/I 1/2014. Action ID: SAW-201301905.
Basis F'or Determination: Site has tributaries of Cold Water Creek that flows to the Rocky River, on to the Pee
Dee River in South Carolina, and on to the Atlantic Ocean.
Remarks:
E. Attention USDA Program Participnnts
This deli�ieation/deterinination has been conducted to identify the limits of Corps' Clean Water Actjurisdiction for the particular site
identified in this request. The delineation/detennination may not be valid for the wetland conservation provisions of Uie Food Security
Act of 1985. If you or your tenant are USDA Program paiticipants, or anticipate participation in USDA programs, you should request
� ceitified �vetland determination from the local office of tha Natural Resources Conservation Service, prior to starting work,
F. Appeals In%�'mation (This infm�mation applies only to approved jurisdictional determinations ns indicated in B
and C above).
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an adminishative appeal wider Corps regulations at 33 CFR Part 33 L Cnclosed you will find �
No[ification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. lf you request to appeal this determination you
must submit a completed RFA form ro the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street S W, Room I OM I S
Atlanta, Georgia 30303-8801
Phone:[phone]

S:\R'-2111 3-0 1 9U.5
In order for an RFA to be accep[ed by [he Corps, the Corps inust deterinine [hat it is complete, that it meets the criteria for nppeal
wider 33 CFR part 331.5, and that it hns been.��ceived by tlie Division Oftice within 60 days oY [he date of the NAP. Should you
decide to submit an RPA form, ii must be ree'ey�ved a[ Ihe above address by 3/15/2015.
**It is not necessary to submit an RFA f9¢n�iy6 tlie Division �fce if you d�ot object to the determination in this correspondence.**
Corps Regidatory Ofticial:
Thom�s
Dale of J D: Ol/ I S/20I5
Espiruion Date ofJD: 09/11/2019
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our customer Satisfaction Survey online at htqr.%ireeulrtorr�.usacc;sur��ev.cumi.
Copy furnished:
Agent: NC UO'f Div 9
Amv Guliss
Address: 375 Silas Q•eelc P�rlcwav
Winston-Salem, NC, 27127
Telephone Nwnber:
Ainy Culiss (NC DOT Div 9)

Action ID Number: SAW-2013-01905 County: Rowan
Permittee:
Project Name:
NC DOT Div 9
Amv Euliss
NCDOT Old Beth� Ford Road (SR 12211 TIP W-5516
Date Verification Issued: Ol/15/2015
Project Man�ger: John Thmnas
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
Attu: John Thomas
Raleigh Regulato�y Field Office
3331 Heritage Tr�de Drive, Suite 105
Wake Forest, Nm•th Carolin� 27587
Please note that your permitted activity is subject to a cmnpliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply �vith 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 certiTy thnt the work �uHiorized by the above referenced permit h�s been completed in
�ccordanee with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

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'"' NpTiFicaTioiv';
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Applicant NC DOT Div 9
Amy Euliss
Attached is:
❑ INITIAL PROFFERED PERMIT
❑ PROFFERED PERMIT (Standarc
❑ PERMITDENIAL
�l APPROVED JURISDICTIONAL
�tanaara rerm¢ or
Permit or Letter of
TION
File Number: SAW-2013-01905
Date: Ol/15/2015
See Section below
I:1
0
❑�
�I� PRELIMINARY JURISDICTIONAL DETERMINATION � E
SECTION I- The following identifies your rights and options regaiding an administrative appeal of the above decision.
Additional infonnation may be found ahor httn_'�vww.usa�� arroy.miVMissions/CivilWurlcs/1te�idatorvProgramandPennits.as�
or the Coros reeulations 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 retw�n it to the dish�ict 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 die permit in its entirety, and waive all
rights to appeal the permit, induding its terms and conditions, and approved jurisdictional determinations associated witl� the
permit.
OBJECT: ]f 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 die form to the district
engineer. Your objections inust be received by the disu ict engineer within 60 days of the date of tliis 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 Hie permi[ to address all of your concerns, (b) modify [he pennit ro address some of your
objections, or (c) not modify the pennit 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 appe�l the permit
ACCEPT: If you received a Standard Pennit, 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 auNiorized. Yow
signature on the Standard Permit or acceptance of die LOP means that yo�� accept the permit in its entirety, and waive all
rights to appeal the permit, including its tenns and conditions, and approvedjurisdictional determinations associated with the
permit.
APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain tenns and conditions therein,
you may appeal the declined permit under the Coips 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 wiHiin 60 days
of the date of diis notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Pirocess by
completing Section I I of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of Yhe date of this notice.

D: APPROVED JURISDICTIONAL DETEI2MINATION: 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 district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
T: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to die Corps regarding [he
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contac[ing the Coips district for further instruction. Also you may provide new information for further consideration by the
Corps ro reevaluate the JD.
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 ini[ial
piroffered permit in clear concise statements. You may attach additional information ro 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 Hie adminis[rative record, the Corps memorandum for the
record of the appeal conference or meeting, and any sup�lemental information that the review officer has detennined is needed to
clarify the administrative record. Neither tlie appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information ro clarify die location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR 1NFORMATION:
If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may
appeal process you may contact: also contact:
Dish�ict Engineer, Wilmington Regulatory Division, Attn: Mr. Jason Steele, Administrative Appeal Review Officer
John Thmnas CESAD-PDO
U.S. Ariny Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room l OM 15
Atlanta, Georgia 30303-8801
Phone:[phone]
RIGI-IT OF ENTRY: Your signature below grants the right of enhy to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You wil l be provided a I S day
notice of an site investigation, and will have the o orhinity to articipate in all site investigations.
Date: Telephone number:
Signature of appellant or agent.
For appeals on biitin( Projfeird Permrts send U�is jor��i to:
Disfrict Engineer, Wilmington Regulatory Division, Attn: John Thomas, 69 Darlington Avenue, Wihnington, North Carolina
28403
Fo�• Pern�it deninls, Prof%i•ed Perndts and npproverl Ju�•isrlictronrd Deter�vinntions send 1/�is form lo:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal
OPficer, CESAU-PDQ GO Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone:(404)562-SI37

U.5. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatorv Miti�ation Responsibilitv Transfer Form
Permittee: North Carolina Department of Transportation Action ID: SAW- 2013-01905
Project Name: Old Beatty Ford Road (SR 1221) TIP No. W-5516 County: Rowan
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 Ecosystem Enhancement Program (NCEEP), 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 shown below are available at the
identified site. ey signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or nat they have received payment from the Permittee. Once the form is signed, the 5ponsor must update the
appropriate ledger and provide a copy of the signed forrn to the Permittee and to the USACE Bank/In-Lieu Fee Program
Manager. 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:
Stream Impacts (linear fe
Warm � Cool
Wetland I
Cold Riparian Riparian
Ri�erine Non-riverine
River Basin
cts
Non-Riparian � Coastal
657 � � I I I I
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
ory Mitigation Requirements:
Stream Miti�ation (credits)
Warm I Cool
1076
Cold
HUC and Basin: 03040105, Rocky River Basin
Wetland Mitigation (credits)
Riparian Riparian Non-Riparian Coastal
Riverine Non-riverine
Mitigation Site Debited: NCEEP
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCEEP, list NCEEP. If the NCEEP
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 NCEEP), 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: �\�� I ,
N e Sponsor's Authorized Representative: �,��%%�
�
Signature of Sponsor's Authorized Representative
n
2� 2nC5
ate of Si nature
Page 1 of 2 Form Updated 18 5eptember, �012

USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, Page 2
Conditions far 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 farm 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 Tearn (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: Proiect is a linear transportation proiect that includes 7 permit sites. Permit sites 1. 2, 3
4, 7 include stream channel impacts that require compensatorv miti�ation. Permits sites 2,3,4,7a include stream channel
impacts that require comqensatorv miti�ation at a 2 to 1 ratio.
This form is not valid unless signed by the mitigation Sponsor and USACE Project Manager. For questiQns regarding this
form or any of the conditions of the permit authorization, cantact the Project Manager at the address befow.
USACE Project Manager:
USACE Field Office:
Email:
Project
John Thomas
Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
john.t.thomas� [e-mail]
nager �ignature
Cur�ent Wilmington District mitigation guidance, i
mitigation bank location and availability, and credit
available at http://ribits.usace.army.mil.
Page 2 of 2
Januarv 15, 2015
Date of Signature
ing information on mitigation ratios, functional assessments, anci
ifications (including stream temperature and wetland groupings) is
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 our website at htlp1 re ulatorv-usacesurvev.com/ to �omplete the survey online.

NATIONWIDE PERMIT 14
DEPARTMENT OF THE ARMY
CORPS OF ENGINEERS
FINAL NOTICE OF ISSUANCE AND MODIFICATION OF NATIONWIDE PERMITS
FEDERAL REGISTER
AUTHORIZED MARCH 19, 2012
Linear Trans�ortation Proiects. Activities required for the construction, expansion,
modification, or improvement of linear transportation projects (e.g., roads, highways, railways,
trails, airport runways, and taxiways) in waters of the United States. For linear transportation
projects in non-tidal waters, the discharge cannot cause the loss of greater than 1/2-acre of waters
of the United States. For linear transportation projects in tidal waters, the discharge cannot cause
the loss of greater than 1/3-acre of waters of the United States. Any stream channel modification,
including bank stabilization, is limited to the minimum necessary Yo construct or protect the
linear transportation project; such modifications must be in the immediate vicinity of the project.
This NWP also authorizes temporary sri•uctures, fills, and work necessary to construct the
linear transportation project. Appropriate measures must be taken to maintain normal
downstream flows and minimize flooding to the maximum extent practicable, when temporary
structures, work, and discharges, including cofferdams, are necessary for construction activities,
access fills, or dewatering of construction sites. Temporary fills must consist of materials, and be
placed in a manner, that will not be eroded by expected high flows. Temporary fills must be
removed in their entirety and the affected areas retumed to pre-construction elevations. The areas
affected by temporary fills must be revegetated, as appropriate.
This NWP cannot be used to authorize non-linear features commonly associated with
transportation projects, such as vehicle maintenance or storage buildings, parking lots, train
stations, or aircrafr hangars.
Notification: The permittee must submit a pre-construction notification to the district
engineer prior to commencing the activity if: (1) the loss of waters of the United States exceeds
1/10-acre; or (2) there is a discharge in a special aquatic site, including wetlands. (See general
condition 31.) (Sections 10 and 404)
Note: Some discharges for the construction of farm roads or forest roads, or temporary
roads for moving mining equipment, may qualify for an exemption under Section 404(� of the
Clean Water Act (see 33 CFR 323.4).

NATIONWIDE PERMIT CONDITIONS
The followine General Conditions must be followed in order for any authorization bv a NWP to
be valid:
1. Navieation. (a) No activity may cause more than a minimal adverse effect on
navigation.
(b) Any safety lights and signals prescribed by the U.S. Coast Guard, through regulations
or otherwise, must be installed and maintained at the permittee's expense on authorized facilities
in navigable waters of the United States.
(c) The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
iF, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or
alter the structural work or obstructions caused thereby, without expense to the United States. No
claim shall be made against the United States on account of any such removal or alteration.
2. Aquatic Life Movements. No activity may substantially disrupt the necessary life cycle
movements of those species of aquatic life indigenous to the waterbody, including those species
that normally migrate through the area, unless the activity's primary purpose is to impound
water. All permanent and temporary crossings of waterbodies shall be suitably culverted,
bridged, or otherwise designed and constructed to maintain low flows to sustain the movement of
those aquatic species.
3. S ap wnin Areas. Activities in spawning areas during spawning seasons must be
avoided to the maximum extent practicable. Activities that result in the physical destruction (e.g.,
through excavation, fill, or downstream smothering by substantial turbidity) of an important
spawning area are not authorized.
4. Mi r� atory Bird Breedine Areas. Activities in waters of the United States that serve as
breeding areas for migratory birds must be avoided to the maximum extent practicable.
5. Shellfish Beds. No activity may occur in areas of concentrated shellfish populations,
unless the activity is directly related to a shellfish harvesting activity authorized by NWPs 4 and
48, or is a shellfish seeding or habitat restoration activity authorized by NWP 27.
6. Suitable Material. No activity may use unsuitable material (e.g, trash, debris, car
bodies, asphalt, etc.). Material used for construction or discharged must be free from toxic
pollutants in toxic amounts (see Section 307 of the Clean Water Act).
7. Water Sup�ly Intakes. No activity may occur in the proximity of a public water supply
intake, except where the activity is for the repair or improvement of public water supply intake
structures or adjacent bank stabilization.

8. Adverse Effects From Impoundments. If the activity creates an impoundment of water,
adverse effects to the aquatic system due to accelerating the passage of water, and/or restricting
its flow must be minimized to the maximum extent practicable.
9. Mana¢ement of Water Flows. To the maximum extent practicable, the pre-construction
course, condition, capacity, and location of open waters must be maintained for each activity,
including stream channelization and storm water management activities, except as provided
below. The activity must be constructed to withstand expected high flows. The activity must not
restrict or impede the passage of normal or high flows, unless the primary purpose of the activity
is to impound water or manage high flows. The activity may alter the pre-construction course,
condition, capacity, and location of open waters if it benefits the aquatic environment (e.g,
stream restoration or relocation activities).
10. Fills Within 100-Year Floodplains. The activity must comply with applicable FEMA-
approved state or local floodplain management requirements.
11. Equ�ment. Heavy equipment working in wetlands or mudflats must be placed on
mats, or other measures must be taken to minimize soil disturbance.
12. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls
must be used and maintained in effective operating condition during construction, and all
exposed soil and other fills, as well as any work below the ordinary high water mark or high tide
line, must be permanently stabilized at the earliest practicable date. Permittees are encouraged to
perform work within waters of the United States during periods of low-flow or no-flow.
13. Removal of Temporarv Fills. Temporary fills must be removed in their entirety and
the affected areas returned to pre-construction elevations. The affected areas must be
revegetated, as appropriate.
14. Proper Maintenance. Any authorized structure or fill shall be properly maintained,
including maintenance to ensure public safety and compliance with applicable NWP general
conditions, as well as any activity-specific conditions added by the district engineer to an NWP
authorization.
15. Sinele and Complete Project. The activity must be a single and complete project. The
same NWP cannot be used more than once for the same single and complete project.
16. Wild and Scenic Rivers. No activity may occur in a component of the National Wild
and Scenic River System, or in a river officially designated by Congress as a"study river" for
possible inclusion in the system while the river is in an official study status, unless the
appropriate Federal agency with direct management responsibility for such river, has determined
in writing that the proposed activity will not adversely affect the Wild and Scenic River
designation or study status. Information on Wild and Scenic Rivers may be obtained from the
appropriate Federal land management agency responsible for the designated Wild and Scenic
River or study river (e.g., National Park Service, U.S. Forest Service, Bureau of Land
Management, U.S. Fish and Wildlife Service).

17. Tribal Ri l�its. No activity or its operation may impair reserved tribal rights, including,
but not limited to, reserved water rights and treaty fishing and hunting rights.
18. Endaneered Species. (a) No activity is authorized under any NWP which is likely to
directly or indirectly jeopardize the continued existence of a threatened or endangered species or
a species proposed for such designation, as identified under the Fedeial Endangered Species Act
(ESA), or which will directly or indirectly destroy or adversely modify the critical habitat of such
species. No activity is authorized under any NWP which "may affect" a listed species or critical
habitat, unless Section 7 consultation addressing the effects of the proposed activity has been
completed.
(b) Federal agencies should follow their own procedures for complying with the
requirements of the ESA. Federal permittees must provide the district engineer with the
appropriate documentation to demonstrate compliance with those requirements. The district
engineer will review the documentation and determine whether it is sufficient to address ESA
compliance for the NWP activity, or whether additional ESA consultation is necessary.
(c) Non-federal permittees must submit a pre-construction notification to the district
engineer if any listed species or designated critical habitat might be affected or is in the vicinity
of the project, or if the project is located in designated critical habitat, and shall not begin work
on the activity until notified by the district engineer that the requirements of the ESA have been
satisfied and that the activity is authorized. For activities that might affect Federally-listed
endangered or threatened species or designated critical habitat, the pre-construction notification
must include the name(s) of the endangered or threatened species that might be affected by the
proposed work or that utilize the designated critical habitat that might be affected by the
proposed work. The district engineer will determine whether the proposed activity "may affecY'
or will have "no effecY' to listed species and designated critical habitat and wili notify the non-
Federal applicant of the Corps' determination within 45 days of receipt of a complete pre-
construction notification. In cases where the non-Federal applicant has identified listed species or
critical habitat that might be affected or is in the vicinity of the project, and has so notified the
Corps, the applicant shall not begin work until the Corps has provided notification the proposed
activities will have "no effecY' on listed species or critical habitat, or until Section 7 consultation
has been completed. If the non-Federal applicant has not heard back from the Corps within 45
days, the applicant must still wait for notifcation from the Corps.
(d) As a result of formal or informal consultation with the FWS or NMFS the district
engineer may add species-specific regional endangered species conditions to the NWPs.
(e) Authorization of an activity by a NWP does not authorize the "take" of a threatened or
endangered species as defined under the ESA. In the absence of separate authorization (e.g, an
ESA Section 10 Permit, a Biological Opinion with "incidental take" provisions, etc.) from the
U.S. FWS or the NMFS, The Endangered Species Act prohibits any person subject to the
jurisdiction of the United States to take a listed species, where "take" means to harass, harm,
pursue, hunt, shoot, wound, kill, trap, capture, or co(lect, or to attempt to engage in any such
conduct. The word "harm" in the definition of "take" means an act which actually kills or injures
wildlife. Such an act may include significant habitat modification or degradation where it
actually kills or injures wildlife by significantly impairing essential behavioral pattems,
including breeding, feeding or sheltering.
0

(fl Information on the location ofthreatened and endangered species and their critical
habitat can be obtained directly from the offices of the U.S. FWS and NMFS or their world wide
web pages at http://www.fws.gov/ or http://www.fws.eov/ipac and
http://www.noaa.gov/fisheries.html respectively.
19. Mi r� atory Birds and Bald and Golden Eaeles. The permittee is responsible for
obtaining any "take" permits required under the U.S. Fish and Wildlife Service's regulations
governing compliance with the Migratory Bird Treaty Act or the Bald and Golden Eagle
Protection Act. The permittee should contact the appropriate local office of the U.S. Fish and
Wildlife Service to determine if such "take" permits are required for a particular activity.
20. Historic Pro ep rties. (a) In cases where the district engineer determines that the
activity may affect properties listed, or eligible for listing, in the National Register of Historic
Places, the activity is not authorized, until the requirements of Section 106 of the National
Historic Preservation Act (NHPA) have been satisfied.
(b) Federal permittees should Follow their own procedures for complying with the
requirements of Section 106 of the National Historic Preservation Act. Federal permittees must
provide the district engineer with the appropriate documentation to demonstrate compliance with
those requirements. The district engineer will review the documentation and determine whether
it is sufficient to address section 106 compliance for the NWP activity, or whether additional
section 106 consultation is necessary.
(c) Non-federal permittees must submit a pre-construction notification to the district
engineer if the authorized activity may have the potential to cause effects to any historic
properties listed on, determined to be eligible for listing on, or potentially eligible for listing on
the National Register of Historic Places, including previously unidentified properties. For such
activities, the pre-construction notification must state which historic properties may be affected
by the proposed work or include a vicinity map indicating the location of the historic properties
or the potential for the presence of historic properties. Assistance regarding information on the
location of or potential for the presence of historic resources can be sought from the State
Historic Preservation Officer or Tribal Historic Preservation Officer, as appropriate, and the
National Register of Historic Places (see 33 CFR 330.4(g)). When reviewing pre-construction
notiiications, district engineers will comply with the current procedures for addressing the
requirements of Section 106 of the National Historic Preservation Act. The district engineer shall
make a reasonable and good faith effort to carry out appropriate identification efforts, which may
include background research, consultation, oral history interviews, sample field investigation,
and field survey. Based on the information submitted and these efforts, the district engineer shall
determine whether the proposed activity has the potential to cause an effect on the historic
properties. Where the non-Federal applicant has identified historic properties on which the
activity may have the potential to cause effects and so notified the Corps, the non-Federal
applicant shall not begin the activity until notiHed by the district engineer either that the activity
has no potential to cause effects or that consultation under Section 106 of the NHPA has been
completed.
(d) The district engineer will notify the prospective permittee within 45 days of receipt
of a complete pre-construction notification whether NHPA Section 106 consultation is required.
Section 106 consLiltation is not required when the Corps determines that the activity does not
have the potential to cause effects on historic properties (see 36 CFR §8003(a)). If NHPA

section 106 consultation is required and will occur, the district engineer will notify the non-
Federal applicant that he or she cannot begin work until Section 106 consultation is completed. If
the non-Federal applicant has not heard back from the Corps within 45 days, the applicant must
still wait for notification fi•om the Corps.
(e) Prospective permittees should be aware that section i l Ok of the NHPA (16 U.S.C.
470h-2(k)) prevents the Corps from granting a permit or other assistance to an applicant who,
with intent to avoid the requirements of Section 106 of the NHPA, has intentionally significantly
adversely affected a historic properiy to which the permit would relate, or having legal power to
prevent it, ailowed such significant adverse effect to occur, unless the Corps, after consultation
with the Advisory Council on Historic Preservation (ACHP), determines that circumstances
justify granting such assistance despite the adverse effect created or permitted by the applicant.
If circumstances justify granting the assistance, the Corps is required to notify the ACHP and
provide documentation specifying the circumstances, the degree of damage to the integrity of
any historic properties affected, and proposed mitigation. This documentation must include any
views obtained from the applicant, SHPO/THPO, appropriate Indian tribes if the undertaking
occurs on or affects historic properties on tribal lands or affects properties of interest to those
tribes, and other parties known to have a legitimate interest in the impacts to the permitted
activity on historic properties.
21. Discoverv of Previously Unknown Remains and Artifacts. If you discover any
previously unknown historic, cultural or archeological remains and artifacts while accomp(ishing
the activity authorized by this permit, you must immediately notify the district engineer of what
you have found, and to the maximum extent practicable, avoid construction activities that may
affect the remains and artifacts until the required coordination has been completed. The district
engineer will initiate the Federal, Tribal and state coordination required to determine if the items
or remains warrant a recovery effort or if the site is eligible for listing in the National Register of
Historic Places.
22. Desipnated Critical Resource Waters. Critical resource waters include, NOAA-
managed marine sanctuaries and marine monuments, and National Estuarine Research Reserves.
The district engineer may designate, after notice and opportunity for public comment, additional
waters ofiicially designated by a state as having particular environmental or ecological
significance, such as outstanding national resource waters or state natural heritage sites. The
district engineer may also designate additional critical resource waters after notice and
opportunity for public comment.
(a) Discharges of dredged or fill material into waters of the United States are not
authorized by NWPs 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, 44, 49, 50, 51, and 52 for
any activity within, or directly affecting, critical resource waters, including wetlands adjacent to
such waters.
(b) For NWPs 3, 8, 10, 13, 15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, and 38,
notification is required in accordance with general condition 31, for any activity proposed in the
designated critical resource waters including wetlands adjacent to those waters. The district
engineer may authorize activities under these NWPs only after it is determined that the impacts
to the critical resource waters will be no more than minimal.

23. Miti ation. The district engineer will consider the following factors when
determining appropriate and practicable mitigation necessary to ensure that adverse effects on
the aquatic environment are minimal:
(a) The activity must be designed and constructed to avoid and minimize adverse effects,
both temporary and permanent, to waters of the United States to the maximum extent practicable
at the project site (i.e., on site).
(b) Mitigation in all its forms (avoiding, minimizing, rectifying, reducing, or
compensating for resource losses) will be required to the extent necessary to ensure that the
adverse effects to the aquatic environment are minimal.
(c) Compensatory mitigation at a minimum one-for-one ratio will be required for all
wetland losses that exceed 1/10-acre and require pre-construction notification, unless the district
engineer determines in writing that either some other form of mitigation wou(d be more
environmentally appropriate or the adverse effects of the proposed activity are minimal, and
provides a project-specific waiver of this requirement. For wetland losses of 1/10-acre or less
that require pre-construction notification, the district engineer may determine on a case-by-case
basis that compensatory mitigation is required to ensure that the activity results in minimal
adverse effects on the aquatic environment. Compensatory mitigation projects provided to offset
losses of aquatic resources must comply with the applicable provisions of 33 CFR part 332.
(1) The prospective permittee is responsible for proposing an appropriate compensatory
mitigation option if compensatory mitigation is necessary to ensure that the activity results in
minimal adverse effects on the aquatic environment.
(2) Since the likelihood of success is greater and the impacts to potentially valuable
uplands are reduced, wetland restoration should be the first compensatory mitigation option
considered.
(3) If permittee-responsible mitigation is the proposed option, the prospective permittee is
responsible for submitting a mitigation plan. A conceptual or detailed mitigation plan may be
used by the district engineer to make the decision on the NWP verification request, but a final
mitigation plan that addresses the applicable requirements of 33 CFR 332.4(c)(2) —(14) must be
approved by the district engineer before the permittee begins work in waters of the United States,
unless the district engineer determines that prior approval of the final mitigation plan is not
practicable or not necessary to ensure timely completion of the required compensatory mitigation
(see 33 CFR 3323(k)(3)).
(4) If mitigation bank or in-lieu fee program credits are the proposed option, the
mitigation plan only needs to address the baseline conditions at the impact site and the number of
credits to be provided.
(5) Compensatory mitigation reGuirements (e.g., resource type and amount to be provided
as compensatory mitigation, site protection, ecological performance standards, monitoring
requirements) may be addressed through conditions added to the NWP authorization, instead of
components of a compensatory mitigation plan.
(d) For losses of streams or other open waters that require pre-construction notification,
the district engineer may require compensatory mitigation, such as stream rehabilitation,
enhancement, or preservation, to ensure that the activity results in minimal adverse effects on the
aquatic environment.
(e) Compensatory mitigation will not be used to increase the acreage losses allowed by
the acreage limits of the NWPs. For example, if an NWP has an acreage limit of 1/2-acre, it
cannot be used to authorize any project resulting in the loss of greater than 1/2-acre of waters of

the United States, even iFcompensatory mitigation is provided that replaces or restores some of
the lost waters. However, compensatory mitigation can and should be used, as necessary, to
ensure that a project already meeting the established acreage limits also satisfies the minimal
impact requirement associated with the NWPs.
( fl Compensatory mitigation plans for projects in or near streams or other open waters
will narmally include a requirement for the restoration or establishment, maintenance, and legal
protection (e.g., conservation easements) of riparian areas next to open waters. In some cases,
riparian areas may be the only compensatory mitigation required. Riparian areas should consist
of native species. The width of the required riparian area will address documented water quality
or aquatic habitat loss concems. Normally, the riparian area will be 25 to 50 feet wide on each
side of the stream, but the district engineer may require slightly wider riparian areas to address
documented water quality or habitat loss concerns. If it is not possible to establish a riparian area
on both sides of a stream, or if the waterbody is a lake or coastal waters, then restoring or
establishing a riparian area along a single bank or shoreline may be sufficient. Where both
wetlands and open waters exist on the project site, the district engineer will determine the
appropriate compensatory mitigation (e.g., riparian areas and/or wetlands compensation) based
on what is best for the aquatic environment on a watershed basis. In cases where riparian areas
are detennined to be the most appropriate form of compensatory mitigation, the district engineer
may waive or reduce the requirement to provide wetland compensatory mitigation for wetland
losses.
(g) Permittees may propose the use of mitigation banks, in-lieu fee programs, or separate
permittee-responsible mitigation. For activities resulting in the loss of marine or estuarine
resources, permittee-responsible compensatory mitigation may be environmentally preferable if
there are no mitigation banks or in-lieu fee programs in the area that have marine or estuarine
credits available for sale or transfer to the permittee. For permittee-responsible mitigation, the
special conditions of the NWP verification must clearly indicate the party or parties responsible
for the implementation and performance of the compensatory mitigation project, and, if required,
its long-term management.
(h) Where certain functions and services of waters of the United States are permanently
adversely affected, such as the conversion of a forested or scrub-shrub wetland to a herbaceous
wetland in a permanently maintained utility line right-of-way, mitigation may be required to
reduce the adverse effects of the project to the minimal level.
24. Safetv of Impoundment Structures. To ensure that all impoundment structures are
safely designed, the district engineer may require non-Federal applicants to demonstrate that the
structures comply with established state dam safety criteria or have been designed by qualified
persons. The district engineer may also require documentation that the design has been
independently reviewed by similarly quali6ed persons, and appropriate modifications made to
ensure safety.
25. Water Ouality. Where States and authorized Tribes, or EPA where applicable, have
not previously certified compliance of an NWP with CWA Section 401, individua1401 Water
Quality Certification must be obtained or waived (see 33 CFR 330.4(c)). The district engineer or
State or Tribe may require additional water quality management measures to ensure that the
authorized activity does not result in more than minimal degradation of water quality.

26. Coastal Zone Mana¢ement. In coastal states where an NWP has not previously
received a state coastal zone management consistency concurrence, an individual state coastal
zone management consistency concurrence must be obtained, or a presumption of concurrence
must occur (see 33 CFR 330.4(d)). The district engineer or a State may require additional
measures to ensure that the authorized activity is consistent with state coastal zone management
requirements.
27. R�e ,ional and Case-Bv-Case Conditions. The activity must comply with any regional
conditions that may have been added by the Division Engineer (see 33 CFR 330.4(e)) and with
any case specific conditions added by the Corps or by the state, Indian Tribe, or U.S. EPA in its
section 401 Water Quality Certification, or by the state in its Coastal Zone Management Act
consistency determination.
28. Use of Multinle Nationwide Permits. The use of more than one NWP for a single and
complete project is prohibited, except when the acreage loss of waters of the United States
authorized by the NWPs does not exceed the acreage limit of the NWP with the highest specified
acreage limit. For example, if a road crossing over tidal waters is constructed under NWP 14,
with associated bank stabilization authorized by NWP 13, the maximum acreage loss of waters
of the United States for the total project cannot exceed 1/3-acre.
29. Transfer of Nationwide Permit Verifications. If the permittee sells the property
associated with a nationwide permit verification, the permittee may transfer the nationwide
permit verification to the new owner by submitting a letter to the appropriate Corps district office
to validate the transfer. A copy of the nationwide permit verification must be attached to the
letter, and the letter must contain the following statement and signature:
"When the structures or work authorized by this nationwide permit are still in existence at
the time the property is transferred, the terms and conditions of this nationwide permit, including
any special conditions, will continue to be binding on the new owner(s) of the property. To
validate the transfer of this nationwide permit and the associated liabilities associated with
compliance with its terms and conditions, have the transferee sigu and date below."
(Transferee)
(Date)
30. Compliance Certification. Each permittee who receives an NWP verification letter
from the Corps must provide a signed certification documenting completion of the authorized
activity and any required compensatory mitigation. The success oFany required permittee-
responsible mitigation, including the achievement of ecological performance standards, will be
addressed separately by the district engineer. The Corps will provide the permittee the
certification document with the NWP verification letter. The certification document will
include:

(a) A statement that the authorized work was done in accordance with the NWP
authorization, including any general, regional, or activity-specific conditions;
(b) A statement that the implementation of any required compensatory mitigation was
completed in accordance with the permit conditions. If credits from a mitigation bank or in-lieu
fee program are used to satisfy the compensatoiy mitigation requirements, the certification must
include the documentation required by 33 CFR 332.3(1)(3) to confirm that the permittee secured
the appropriate number and resource Type of credits; and
(c) The signature of the permittee ceitifying the completion of the work and mitigation.
31. Pre-Construction Notification. (a) Timin . Where required by the terms oFthe NWP,
the prospective permittee must notify the district engineer by submitting a pre-construction
notification (PCN) as early as possible. The district engineer must determine if the PCN is
complete within 30 calendar days of the date of receipt and, if the PCN is determined to be
incomplete, notify the prospective permittee within that 30 day period to request the additional
information necessary to make the PCN complete. The request must specify the information
needed to make the PCN complete. As a general rule, district engineers will request additional
information necessary to make the PCN complete only once. However, if the prospective
permittee does not provide all of the requested information, then the district engineer will notify
the prospective permittee that the PCN is still incomplete and the PCN review process will not
commence until all of the requested information has been received by the district engineer. The
prospective permittee shall not begin the activity until either:
(1) He or she is notified in writing by the district engineer that the activity may proceed
under the NWP with any special conditions imposed by the district or division engineer; or
(2) 45 calendar days have passed from the district engineer's receipt of the complete PCN
and the prospective permittee has not received written notice from the district or division
engineer. However, if the permittee was required to notify the Corps pursuant to general
condition 18 that listed species or critical habitat might be affected or in the vicinity of the
project, or to notify the Corps pursuant to general condition 20 that the activity may have the
potential to cause effects to historic properties, the permittee cannot begin the activity until
receiving written notification fi•om the Corps that tl�ere is "no effecP' on listed species or "no
potential to cause effects" on historic properties, or that any consultation required under Section
7 of the Endangered Species Act (see 33 CFR 330.4( fl) and/or Section 106 of th'e National
Historic Preservation (see 33 CFR 330.4(g)) has been completed. Also, work cannot begin under
NWPs 21, 49, or 50 until the permittee has received written approval from the Corps. If the
proposed activity requires a written waiver to exceed specified limits of an NWP, the permittee
may not begin the activity until the district engineer issues the waiver. If the district or division
engineer notifies the permittee in writing that an individual permit is required within 45 calendar
days of receipt of a complete PCN, the permittee cannot begin the activity until an individual
permit has been obtained. Subsequentiy, the permittee's right to proceed under the NWP may be
modified, suspended, or revoked only in accordance with the procedure set forth in 33 CFR
330.5(d)(2).
(b) Contents of Pre-Construction Notification: The PCN must be in writing and include
the following information:
(1) Name, address and telephone numbers of the prospective permittee;
(2) Location of the proposed project;
10

(3) A description of the proposed project; the projecYs purpose; direct and indirect
adverse environmental effects the project would cause, including the anticipated amount of loss
of water of the United States expected to result from the NWP activity, in acres, linear feet, or
other appropriate unit of ineasure; any other NWP(s), regional general permit(s), or individual
permit(s) used or intended to be used to authorize any part of the proposed project or any related
activity. The description should be sufficiently detailed to allow the district engineer to
determine that the adverse effects of the project will be minimal and to determine the need for
compensatory mitigation. Sketches should be provided when necessary to show that the activity
complies with the terms of the NWP. (Sketches usually clarify the project and when provided
results in a quicker decision. Sketches should contain sufficient detail to provide an illustrative
description of the proposed activity (e.g., a conceptual plan), but do not need to be detailed
engineering plans);
(4) The PCN must include a delineation of wetlands, other special aquatic sites, and other
waters, such as lakes and ponds, and perennial, intermittent, and ephemeral streams, on the
project site. Wetland delineations must be prepared in accordance with the current method
required by the Corps. The permittee may ask the Coips to delineate the special aquatic sites and
other waters on the project site, but there may be a delay if the Corps does the delineation,
especially if the project site is large or contains many waters of the United States. Furthermore,
the 45 day period will not start until the delineation has been submitted to or completed by the
Corps, as appropriate;
(5) If the proposed activity will resuit in the loss of greater than 1/10-acre of wetlands and
a PCN is reGuired, the prospective permittee must submit a statement describing how the
mitigation requirement will be satisfied, or explaining why the adverse effects are minimal and
why compensatory mitigation should not be required. As an alternative, the prospective
permittee may submit a conceptual or detailed mitigation plan.
(6) If any listed species or designated critical habitat might be affected or is in the vicinity
of the project, or if the project is located in designated critical habitat, for non-Federal applicants
the PCN must include the name(s) of those endangered or threatened species that might be
affected by the proposed work or utilize the designated critical habitat that may be affected by
the proposed work. Federal applicants must provide documentation demonstrating compliance
with the Endangered Species Act; and
(7) For an activity that may aFFect a historic property listed on, determined to be eligible
for listing on, or potentially eligible for listing on, the National Register of Historic Places, for
non-Federal applicants the PCN must state which historic property may be affected by the
proposed work or include a vicinity map indicating the location of the historic property. Federal
applicants must provide documentation demonstrating compliance with Section 106 of the
National Historic Preservation Act.
(c) Form of Pre-Construction Notification: The standard individual permit application
form (Form ENG 4345) may be used, but the completed application form must clearly indicate
that it is a PCN and must include all of the information required in paragraphs (b)(1) through (7)
of this general condition. A letter containing the required information may also be used.
(d) Agency Coordination: (1) The district engineer will consider any comments from
Federal and state agencies concerning the proposed activity's compliance with the terms and
conditions of the NWPs and the need for mitigation to reduce the projecYs adverse
environmental effects to a minimal level.
I1

(2) For alI NWP activities that require pre-construction notification and result in the loss
of greater than 1/2-acre of waters of the United States, for NWP 21, 29, 39, 40, 42, 43, 44, 50,
51, and 52 activities that require pre-construction notification and will result in the loss of greater
than 3001inear feet of intermittent and ephemeral stream bed, and for all NWP 48 activities that
require pre-construction notification, the district engineer will immediately provide (e.g., via e-
mail, facsimile transmission, overnight mail, or other expeditious manner) a copy of the
complete PCN to the appropriate Federal or state o£fices (U.S. FWS, state natural resource or
water quality agency, EPA, State Historic Preservation Officer (SHPO) or Tribal Historic
Preservation Office (THPO), and, if appropriate, the NMFS). With the exception ofNWP 37,
these agencies will have 10 calendar days from the date the material is transmitted to telephone
or fax the district engineer notice that they intend to provide substantive, site-specific comments.
The comments must explain why the agency believes the adverse effects will be more than
minimal. If so contacted by an agency, the district engineer will wait an additional IS calendar
days before making a decision on the pre-construction notification. The district engineer will
fully consider agency comments received within the specified time frame concerning the
proposed activity's compliance with the terms and conditions of the NWPs, including the need
for mitigation to ensure the net adverse environmental effects to the aquatic environment of the
proposed activity are minimaL The district engineer will provide no response to the resource
agency, except as provided below. The district engineer will indicate in the administrative record
associated with each pre-construction notification that the resource agencies' concerns were
considered. For NWP 37, the emergency watershed protection and rehabilitation activity may
proceed immediately in cases where there is an unacceptable hazard to life or a significant loss of
property or economic hardship will occur. The district engineer will consider any comments
received to decide whether the NWP 37 authorization should be modified, suspended, or revoked
in accordance with the procedures at 33 CFR 330.5.
(3) In cases of where the prospective permittee is not a Federal agency, the district
engineer will provide a response to NMFS within 30 calendar days of receipt of any Essential
Fish Habitat conservation recommendations, as required by Section 305(b)(4)(B) of the
Magnuson-Stevens Fishery Conservation and Management Act.
(4) Applicants are encouraged to provide the Corps with either electronic files or multiple
copies of pre-construction notifications to expedite agency coordination.
D. District Eneineer's Decision
1. In reviewing the PCN for the proposed activity, the district engineer will determine
whether the activity authorized by the NWP will result in more than minimal individual or
cumulative adverse environmental effects or may be contrary to the public interest. For a linear
project, this determination will include an evaluation of the individual crossings to determine
whether they individually satisfy the terms and conditions of the NWP(s), as well as the
cumulative effects caused by all of the crossings authorized by NWP. If an applicant requests a
waiver of the 3001inear foot limit on impacts to intermittent or ephemeral streams or of an
otherwise applicable limit, as provided for in NWPs 13, 21, 29, 36, 39, 40, 42, 43, 44, 50, 51 or
52, the district engineer will only grant the waiver upon a written determination that the NWP
activity will result in minimal adverse effects. When making minimal effects determinations the
district engineer will consider the direct and indirect effects caused by the NWP activity. The
district engineer will also consider site specific factors, such as the environmental setting in the
12

vicinity of the NWP activity, the type of resource that will be affected by the NWP activity, the
functions provided by the aquatic resources that will be affected by the NWP activity, the degree
or magnitude to which the aquatic resources perform those functions, the extent that aquatic
resource functions will be lost as a result of the NWP activity (e.g., partial or complete loss), the
duration of the adverse effects (temporary or permanent), the importance of the aquatic resource
functions to the region (e.g., watershed or ecoregion), and mitigation required by the district
engineer. If an appropriate functional assessment method is available and practicable to use, that
assessment method may be used by the district engineer to assist in the minimal adverse effects
determination. The district engineer may add case-specific special conditions to the NWP
authorization to address site-specific environmental concerns.
2. If the proposed activity requires a PCN and will result in a loss of greater than 1/10-
acre of wetlands, the prospective permittee should submit a mitigation proposal with the PCN.
Applicants may also propose compensatory mitigation for projects with smaller impacts. The
district engineer will consider any proposed compensatory mitigation the applicant has included
in the proposal in determining whether the net adverse environmental effects to the aquatic
environment of the proposed activity are minimal. The compensatory mitigation proposal may be
either conceptual or detailed. If the district engineer determines that the activity complies with
the terms and conditions of the NWP and that the adverse effects on the aquatic environment are
minimal, after considering mitigation, the district engineer will notify the permittee and include
any activity-specific conditions in the NWP verification the district engineer deems necessary.
Conditions for compensatory mitigation requirements must comply with the appropriate
provisions at 33 CFR 332.3(k). The district engineer must approve the final mitigation plan
before the permittee commences work in waters of the United States, unless the district engineer
determines that prior approval of the final mitigation plan is not practicable or not necessary to
ensure timely completion of the required compensatory mitigation. If the prospective permittee
elects to submit a compensatory mitigation plan with the PCN, the district engineer will
expeditiously review the proposed compensatory mitigation plan. The district engineer must
review the proposed compensatory mitigation plan within 45 calendar days of receiving a
complete PCN and determine whether the proposed mitigation would ensure no more than
minimal adverse effects on the aquatic environment. If the net adverse effects of the project on
the aquatic environment (after consideration of the compensatory mitigation proposal) are
determined by the district engineer to be minimal, the district engineer will provide a timely
written response to the applicant. The response will state that the project can proceed under the
terms and conditions of the NWP, including any activity-specifc conditions added to the NWP
authorization by the district engineer.
3. If the district engineer determines that the adverse effects of the proposed work are
more than minimal, then the district engineer will notify the applicant either: (a) That the project
does not Gualify for authorization under the NWP and instruct the applicant on the procedures to
seek authorization under an individual permit; (b) that the project is authorized under the NWP
subject to the applicanYs submission of a mitigation plan that would reduce the adverse effects
on the aquatic environment to the minimal level; or (c) that the project is authorized under the
NWP with specific modifications or conditions. Where the district engineer determines that
mitigation is required to ensure no more than minimal adverse effects occur to the aquatic
environment, the activity will be authorized within the 45-day PCN period, with activity-specific
13

conditions that state the mitigation requirements. The authorization will include the necessary
conceptual or detailed mitigation or a requirement that the applicant submit a mitigation plan that
would reduce the adverse effects on the aquatic environment to the minima( level. When
mitigation is required, no work in waters of the United States may occur until the district
engineer has approved a specific mitigation plan or has determined that prior approval of a final
mitigation plan is not practicable or not necessary to ensure timely completion of the required
compensatory mitigation.
FURTHER INFORMATION
1. District Engineers have authority to determine if an activity complies with the terms
and conditions of an NWP.
2. NWPs do not obviate the need to obtain other federal, state, or local permits,
approvals, or authorizations required by law.
3. NWPs do not grant any property rights or exclusive privileges.
4. NWPs do not authorize any injury to the property or rights of others.
5. NWPs do not authorize interference with any existing or proposed Federal project.
DEFINITIONS
Best mana e� ment practices BMPs�: Policies, practices, procedures, or structures
implemented to mitigate the adverse environmental effects on surface water quality resulting
from development. BMPs are categorized as structural or non-structural.
Compensatory miti ation: The restoration (re-establishment or rehabilitation),
establishment (creation), enhancement, and/or in certain circumstances preservation of aquatic
resources for the purposes of offsetting unavoidable adverse impacts which remain after all
appropriate and practicable avoidance and minimization has been achieved.
Currentiv serviceable: Useable as is or with some maintenance, but not so degraded as to
essentia]ly require reconstruction.
Direct effects: Effects that are caused by the activity and occur at the same time and
place.
Discharee: The term "discharge" means any discharge of dredged or fill material.
Enhancement: The manipulation of the physical, chemical, or biological characteristics of
an aquatic resource to heighten, intensify, or improve a specific aquatic resource function(s).
Enhancement results in the gain of selected aquatic resource function(s), but may also lead to a
decline in other aquatic resource function(s). Enhancement does not result in a gain in aquatic
resource area.
Ephemeral stream: An ephemeral stream has flowing water only during, and for a short
duration after, precipitation events in a typical year. Ephemeral stream beds are located above the
water table year-round. Groundwater is not a source of water for the stream. Runoff from rainfall
is the primary source of water for stream flow.
Establishment (creationl: The manipulation of the physical, chemical, or biological
characteristics present to develop an aquatic resource that did not previously exist at an upland
site. Establishment results in a gain in aquatic resource area.
HiQh Tide Line: The line of intersection of the land with the water's surface at the
maximum height reached by a rising tide. The high tide line may be determined, in the absence
14

of actual data, by a line of oil or scum along shore objects, a more or less continuous deposit of
fine shell or debris on the foreshore or berm, other physical markings or characteristics,
vegetation lines, tidal gages, or other suitable means that delineate the general height reached by
a rising tide. The line encompasses spring high tides and other high tides that occur with periodic
frequency but does not include storm surges in which there is a departure from the normal or
predicted reach of the tide due to the piling up of water against a coast by strong winds such as
those accompanying a hurricane or other intense storm.
Historic Propertv: Any prehistoric or historic district, site (including archaeological site),
building, structure, or other object included in, or eligible for inclusion in, the National Register
of Historic Places maintained by the Secretary of the Interior. This term includes artifacts,
records, and remains that are related to and located within such properties. The term includes
properties of traditional religious and cultural importance to an Indian tribe or Native Hawaiian
organization and that meet the National Register criteria (36 CFR part 60).
Independent utilitv: A test to determine what constitutes a single and complete non-linear
project in the Corps regulatory program. A project is considered to have independent utility if it
would be constructed absent the construction of other projects in the project area. Portions of a
multi-phase project that depend upon other phases of the project do not have independent utility.
Phases of a project that would be constructed even if the other phases were not built can be
considered as separate single and complete projects with independent utility.
Indirect effects: Effects that are caused by the activity and are later in time ar farther
removed in distance, but are still reasonably foreseeable.
Intermittent stream: An intermittent stream has flowing water during certain times of the
year, when groundwater provides water for stream flow. During dry periods, intermittent streams
may not have flowing water. Runoff from rainFall is a supplemental source of water for stream
flow.
Loss of waters of the United States: Waters of the United States that are permanently
adversely affected by filling, flooding, excavation, or drainage because of the regulated activity.
Permanent adverse effects include permanent discharges of dredged or fill material that change
an aquatic area to dry land, increase the bottom elevation of a waterbody, or change the use of a
waterbody. The acreage of loss oF waters of the United States is a threshold measurement of the
impact to jurisdictional waters for determining whether a project may qualify for an NWP; it is
not a net threshold that is calculated after considering compensatory mitigation that may be used
to offset losses of aquatic functions and services. The loss of stream bed includes the linear feet
of stream bed that is filled or excavated. Waters of the United States temporarily filled, flooded,
excavated, or drained, but restored to pre-construction contours and elevations after construction,
are not included in the measurement of loss of waters of the United States. Impacts resulting
from activities eligible for exemptions under Section 404( fl of the Clean Water Act are not
considered when calculating the loss of waters of the United States.
Non-tidal wetland: A non-tidal wetland is a wetland that is not subject to the ebb and
flow of tidal waters. The definition of a wetland can be found at 33 CFR 328.3(b). Non-tidal
wetlands contiguous to tidal waters are located landward of the high tide line (i.e., spring high
tide line).
Open water: For purposes of the NWPs, an open water is any area that in a year with
normal patterns of precipitation has water flowing or standing above ground to the extent that an
ordinary high water mark can be determined. Aquatic vegetation within the area of standing or
15

flowing water is either non-emergent, sparse, or absent. Vegetated shallows are considered to be
open waters. Examples of "open waters" include rivers, streams, lakes, and ponds.
Ordinar��h Water Mark: An ordinary high water mark is a line on the shore
established by the fluctuations of water and indicated by physical characteristics, or by other
appropriate means that consider the characteristics of the surrounding areas (see 33 CFR
3283(e)).
Perennial stream: A perennial stream has flowing water year-round during a typical year.
The water table is located above the stream bed for most of the year. Groundwater is the primary
source of water for stream flow. Runoff from rainfall is a supplemental source of water for
stream flow.
Practicable: Available and capable of being done after taking into consideration cost,
existing technology, and logistics in light of overall project purposes.
Pre-construction notification: A request submitted by the project proponent to the Corps
for confirmation that a particular activity is authorized by nationwide permit. The request may be
a permit application, letter, or similar document that includes information about the proposed
work and its anticipated environmental effects. Pre-construction notification may be required by
the terms and conditions of a nationwide permit, or by regional conditions. A pre-construction
notification may be voluntarily submitted in cases where pre-construction notification is not
required and the project proponent wants confirmation that the activity is authorized by
nationwide permit.
Preservation: The removal of a threat to, or preventing the decline of, aquatic resources
by an action in or near those aquatic resources. This term includes activities commonly
associated with the protection and maintenance oFaquatic resources through the implementation
of appropriate legal and physical mechanisms. Preservation does not result in a gain of aquatic
resource area or functions.
Re-establishment: The manipulation of the physical, chemical, or biological .
characteristics of a site with the goal of returning natural/historic functions to a former aquatic
resource. Re-establishment results in rebuilding a former aquatic resource and results in a gain in
aquatic resource area and functions.
Rehabilitation: The manipulation of the physical, chemical, or biological characteristics
oF a site with the goal of repairing natural/historic functions to a degraded aquatic resource.
Rehabilitation results in a gain in aquatic resource function, but does not result in a gain in
aquatic resource area.
Restoration: The manipulation of the physical, chemical, or biological characteristics of a
site with the goal of returning natural/historic functions to a former or degraded aquatic resource.
For the purpose of tracking net gains in aquatic resource area, restoration is divided into two
categories: re-establishment and rehabilitation.
Riffle and nool complex: Riffle and pool complexes are special aquatic sites under the
404(b)(1) Guidelines. Riffle and pool complexes sometimes characterize steep gradient sections
of streams. Such stream sections are recognizable by their hydraulic characteristics. The rapid
movement of water over a course substrate in riffles results in a rough flow, a turbulent surface,
and high dissolved oxygen levels in the water. Pools are deeper areas associated with riffles. A
slower stream velocity, a streaming flow, a smooth surface, and a finer substrate characterize
pools.
Riparian areas: Riparian areas are lands adjacent to streams, lakes, and estuarine-marine
shorelines. Riparian areas are transitional between terrestrial and aquatic ecosystems, through
16

which surface and subsurface hydrology connects riverine, lacustrine, estuarine, and marine
waters with their adjacent wetlands, non-wetland waters, or uplands. Riparian areas provide a
variety of ecological functions and services and help improve or maintain local water quality.
(See general condition 23.)
Shellfish seedine: The placement of shellfish seed and/or suitable substrate to increase
shellfish production. Shellfish seed consists of immature individual shellfish or individual
shellfish attached to shells or shell fragments (i.e., spat on shell). Suitable substrate may consist
of shellfish shells, shell fragments, or other appropriate materials placed into waters for shellfish
habitat.
Single and complete linear �roject: A linear project is a project constructed for the
purpose of getting people, goods, or services from a point of origin to a terminal point, which
often involves multiple crossings of one or more waterbodies at separate and distant locations.
The term "single and complete project" is defined as that portion of the total linear project
proposed or accomplished by one owner/developer or partnership or other association of
owners/developers that includes all crossings of a single water of the United States (i.e., a single
waterbody) at a specific location. For linear projects crossing a single or multiple waterbodies
several times at separate and distant locations, each crossing is considered a single and complete
project for purposes of NWP authorization. However, individual channels in a braided stream or
river, or individual arms of a large, irregularly shaped wetland or lake, etc., are not separate
waterbodies, and crossings of such features cannot be considered separately.
Single and complete non-linear nroiect: For non-linear projects, the term "single and
complete projecY' is defined at 33 CFR 330.2(i) as the total project proposed or accomplished by
one owner/developer or partnership or other association of owners/developers. A single and
complete non-linear project must have independent utility (see definition of "independent
utility"). Single and complete non-linear projects may not be "piecemealed" to avoid the limits
in an NWP authorization.
Stormwater manaeement: Stormwater management is the mechanism for controlling
stormwater runoff for the purposes of reducing downstream erosion, water quality degradation,
and flooding and mitigating the adverse effects of changes in land use on the aquatic
environment.
Stormwater mana�ement facilities: Stormwater management facilities are those facilities,
including but not limited to, stormwater retention and detention ponds and best management
practices, which retain water for a period of time to control runoff and/or improve the quality
(i.e., by reducing the concentration of nutrients, sediments, hazardous substances and other
pollutants) of stormwater runof£
Stream bed: The substrate of the stream channel between the ordinary high water marks.
The substrate may be bedrock or inorganic paiticles that range in size from c(ay to boulders.
Wetlands contiguous to the stream bed, but outside of the ordinary high water marks, are not
considered part of the stream bed.
Stream channelization: The maniputation of a stream's course, condition, capacity, or
location that causes more than minimal interruption of normal stream processes. A channelized
stream remains a water of the United States.
Structure: An object that is arranged in a definite pattern of organization. Examples of
structures include, without limitation, any pier, boat dock, boat ramp, wharf, dolphin, weir,
boom, breakwater, bulkhead; revetment, riprap, jetty, artificial island, artificia( reef, permanent
17

mooring structure, power transmission line, permanently moored floating vessel, piling, aid to
navigation, or any other manmade obstacle or obstruction.
Tidal wetland: A tidal wetland is a wetland (i.e, water of the United States) thaY is
inundated by tidal waters. The definitions of a wetland and tidal waters can be found at 33 CFR
3283(b) and 33 CFR 328.3(fl, respectively. Tidal waters rise and fall in a predictable and
measurable rhythm or cycle due to the gravitational pulls of the moon and sun. Tidal waters end
where the rise and fall of the water surface can no longer be practicaliy measured in a predictable
rhythm due to masking by other waters, wind, or other effects. Tidal wetlands are located
channelward of the high tide line, which is defined at 33 CFR 3283(d).
Vegetated shallows: Vegetated shallows are special aquatic sites under the 404(b)(1)
Guidelines. They are areas that are permanently inundated and under normal circumstances have
rooted aquatic vegetation, such as seagrasses in marine and estuarine systems and a variety of
vascular rooted plants in freshwater systems.
Waterbodv: For purposes of the NWPs, a waterbody is ajurisdictional water of the
Uuited States. If a jurisdictional wetland is adjacent — meaning bordering, contiguous, or
neighboring — to a waterbody determined to be a water of the United States under 33 CFR
3283(a)(1)-(6), that waterbody and its adjacent wetlands are considered together as a single
aquatic unit (see 33 CFR 328.4(c)(2)). Examples of "waterbodies" include streams, rivers, lakes,
ponds, and wetlauds.
18

Final Regional Conditions 2012
NOTICE ABOUT WEB LINKS IN THIS DOCUMENT.•
The web links (both internal to our District and any external links to collaborating agencies) in
this document are valid at the time ofpublication. However, the Wilmington District Regulatory
Program web page addresses, as with other agency web sites, may change over the timeframe of
the five year Nationwide Permit renewal cycle, in response to policy mandates or technology
advances. While we will make every effort to check on the integrity of our web links and provide
re-direct pages whenever possible, we ask that you report any broken links to us so we can keep
the page information current and usable. We apologize in advanced for any broken links that
you may encounter, and we ask that you navigate from the regulatory home page (wetlands and
stream permits) of the Wil�nington District Corps of Engineers, to the "Per�nits" section of our
web site to fznd links for pages that cannot be found by clicking directly on the listed web Zink in
this document.
Final 2012 Regional Conditions for Nationwide Permits (NWP) in the
Wilmington District
1.0 Excluded Waters
The Corps has identified waters that will be excluded from the use of all NWP's during certain
timeframes. These waters are:
1.1 Anadromous Fish Spawning Areas
Waters of the United States identified by either the North Carolina Division of Marine Fisheries
(NCDMF) or the North Carolina Wildlife Resources Commission (NCWRC) as anadromous fish
spawning areas are excluded during the period between February 15 and June 30, without prior
written approval from NCDMF or NCWRC and the Corps.
1.2 Trout Waters Moratorium
Waters of the United States in the twenty-five designated trout counties of North Carolina are
excluded during the period between October 15 and April 15 without prior written approval from
the NCWRC. (See Sectiou 2.7 for a list of the twenty-five trout counties).
1.3 Sturgeon Spawning Areas as Designated by the National Marine Fisheries Service
(NMFS)
Waters of the United States designated as sturgeon spawning areas are excluded during the
period between February 1 and June 30, without prior written approval from the NMFS.
19

2A Waters Requiring Additional Notification
The Corps has identified waters that will be subject to additional notification requirements for
activities authorized by all NWP's. These waters are:
2.1 Western NC Counties that Drain to Designated Critical Habitat
For proposed activities within Waters of the U.S. that require a Pre-Construction Notification
pursuant to General Condition 31 (PCN) and are located in the sixteen counties listed below,
applicants must provide a copy of the PCN to the US Fish and Wildlife Service, 160 Zillicoa
Street, Asheville, North Carolina 28801. This PCN must be sent concurrently to the US Fish and
Wildlife Service and the Corps Asheville Regulatory Field Office. Please see General Condition
18 for specific notification requirements related to Federally Endangered Species and the
following website for information on the location of designated critical habitat.
Counties with tributaries that drain to designated critical habitat that require notification to the
Asheville US Fish and Wildlife Service; Avery, Chetrokee, Forsyth, Graham, Haywood,
Henderson, Jackson, Macon Mecklenburg, Mitchell, Stokes, Suiry, Swain, Transylvania, Union
and Yancey.
Website and office addresses for Endangered Species Act Information:
The Wilmington District has developed the following website for applicants which provides
guidelines on how to review linked websites and maps in order to fulfiil NWP general condition
18 requirements: http://www.saw.usace.armv.mil/wetlands/ESA
Applicants who do not have internet access may contact the appropriate US Fish and Wildlife
Service offices listed below or the US Army Corps of Engineers at (910) 251- 4633:
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
Asheville US Fish and Wildlife Service Office counties: All
counties west of and including Anson, Stanly, Davidson, Forsyth and Stokes Counties
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone:[phone]
Raleigh US Fish and Wildlife Service Office counties: all counties east of and including
Richmond, Montgomery, Randolph, Guilford, and Rockingham Counties.
20

2.2 Special Designation Waters
Prior to the use of any NWP in any of the following identified waters and contiguous wetlands in
North Carolina, applicants must comply with Nationwide Permit General Condition 31 (PCN).
The North Carolina waters and contiguous wetlands that require additional notification
requirements are:
"Outstanding Resource Waters" (ORW) or "High Quality Waters" (HQW) as designated by the
North Caroliva Environmental Management Commission; "Inland Primary Nursery Areas"
(IPNA) as designated by the NCWRC; "Contiguous Wetlands" as defined by the North Carolina
Environmental Manageinent Commission; or "Primary Nursery Areas" (PNA) as designated by
the North Carolina Marine Fisheries Commission.
2.3 Coastal Area Management Act (CAMA) Areas of Environmental Concern
Non-federal applicants for any NWP in a designated "Area of Environmental Concern" (AEC) in
the twenty (20) counties of Eastern North Carolina covered by the North Carolina Coastal Area
Management Act (CAMA) must also obtain the required CAMA permit. Development activities
for non-federal projects may not commence until a copy of the approved CAMA permit is
furnished to the appropriate Wilmington District Regulatory Field Office (Wilmington Field
Office — 69 Darlington Avenue, Wilmington, NC 28403 or Washington Field Office — 2407
West Sth Street, Washington, NC 27889).
2.4 Barrier Islands
Prior to the use of any NWP on a barrier island of North Carolina, applicants must comply with
Nationwide Permit General Condition 31 (PCN).
2.5 Mountain or Piedmont Bogs
Prior to the use of any NWP in a Bog classified by the North Carolina Wetland Assessment
Methodology (NCWAM), applicants shall comply with Nationwide Permit General Condition 31
(PCN). The latest version of NCWAM is located on the NC DWQ web site at:
htt�://portal.ncdenr.org/web/wq/swp/ws/ndu/ncwam .
2.6 Animal Waste Facilities
Prior to use of any NWP for construction of animal waste facilities in waters of the US, including
wetlands, applicants shall comply with Nationwide Permit General Condition 31 (PCN).
2.7 Trout Waters
Prior to any discharge of dredge or fill material into streams or waterbodies within the twenty-
five (25) designated trout counties of North Carolina, the applicant shall comply with
Nationwide Permit General Condition 31 (PCN). The applicant shall also provide a copy of the
notification to the appropriate NCWRC office to facilitate the determination of any potential
21

impacts to designated Trout Waters. Notification to the Corps of Engineers will include a
statement with the name of the NCWRC biologist contacted, the date of the notification, the
location of work, a delineation of wetlands, a discussion of alternatives to working in the
mountain trout waters, why alternatives were not selected, and a plan to provide compensatory
mitigation for all unavoidable adverse impacts to mountain trout waters.
NCWRC and NC Trout Counties
3.0 List of Corps Regional Conditions for All Nationwide Permits
The following conditions apply to all Nationwide PermiYs in the Wilmington District:
3.1 Limitation of Loss of Perennial Stream Bed
NWPs may not be used for activities that may result in the loss or degradation of greater than
300 total linear feet of perennial, intermittent or ephemeral stream, unless the District
Commander has waived the 3001inear foot limit for ephemeral and intermittent streams on a
case-by-case basis and he determines that the proposed activity will result in minimal individual
and cumulative adverse impacts to the aquatic environment. Loss of stream includes the linear
feet of stream bed that is filled, excavated, or flooded by the proposed activity. Waivers for the
loss of ephemeral and intermittent streams must be in writing and documented by
appropriate/accepted stream quality assessments*. This waiver only applies to the 300 linear feet
threshold for NWPs.
*NOTE: Applicants should utilize the most current methodology prescribed by Wilmington
District to assess stream function and quality. Information can be found at:
http://www.saw.usace.armv.mil/wetlands/permits/nwp/nwp2012 (see "Quick Links")
22

3.2 Mitigation for Loss of Stream Bed
For any NWP that results in a loss of more than 150 linear feet of perennial and/or
ephemeraUintermittent stream, the applicant shall provide a mitigation proposal to compensate
for more than minimal individual and cumulative adverse impacts to the aquatic environment.
For stream losses less than 1501inear feet, that require a PCN, the District Commander may
determine, on a case-by-case basis that compensatory mitigation is required to ensure that the
activity results in minimal adverse effect on the aquatic environment.
3.3 Pre-construction Notification for Loss of Streambed Exceeding 150 Feet.
Prior to use of any NWP for any activity which impacts more than 150 total linear feet of
perennial stream or ephemeral/ intermittent stream, the applicant must comply with Nationwide
Permit General Condition 31 (PCN). This applies to NWPs that do not have specific notification
requirements. If a NWP has specific notification requirements, the requirements of the NWP
should be followed.
3.4 Restriction on Use of Live Concrete
For all NWPs which allow the use of concrete as a building material, live or fresh concrete,
including bags of uncured concrete, may not come into contact with the water in or entering into
waters of the US. Water inside coffer dams or casings that has been in contact with wet concrete
shall only be returned to waters of the US when it is no longer poses a threat to aquatic
organisms.
3.5 Requirements for Using Riprap for Bank Stabilization
For all NWPs that allow for the use of riprap material for bank stabilization, the following
measures shall be applied:
3.5.1. Filter cloth must be placed underneath the riprap as an additional requirement of its use in
North Carolina waters.
3.5.2. The placement of riprap shall be limited to the areas depicted on submitted work plan
drawings.
3.5.3. The riprap material shall be clean and free from loose dirt or any pollutant except in trace
quantities that would not have an adverse environmental effect.
3.5.4. It shall be of a size sufficient to prevent its movement from the authorized alignment by
natural forces under normal conditions.
3.5.5. The riprap material shall consist of clean rock or masonry material such as, but not limited
to, granite, marl, or broken concrete.
23

3.5.6. A waiver from the specifications in this Regional Condition may be requested in writing.
The waiver will only be issued if it can be demonstrated that the impacts of complying with this
Regional condition would result in greater adverse impacts to the aquatic environment.
3.6 Safe Passage Requirements for Culvert Placement
For all NWPs that involve the construction/installation of culverts, measures wiil be included in
the construction/installation that will promote the safe passage of fish and other aquatic
organisms. The dimension, pattern, and profile of the stream above and below a pipe or culvert
should not be modified by widening the stream channel or by reducing the depth of the stream in
connection with the construction activity. The width, height, and gradient of a proposed culvert
should be such as to pass the average historical low flow and spring flow without adversely
altering flow velocity. Spring flow should be determined from gage data, if available. In the
absence of such data, bankfull flow can be used as a comparable level.
In the twenty (20) counties of North Carolina designated as coastal counties by the Coastal Area
Management Act (CAMA): All pipes/culverts must be sufficiently sized to allow for the burial of
the bottom of the pipe/culvert at least one foot below normal bed elevation when they are placed
within the Public Trust Area of Environmental Concern (AEC) and/or the Estuarine Waters AEC
as designated by CAMA, and/or all streams appearing as blue lines on United States Geological
Survey (USGS) 7.5-minute quadrangle maps.
Circular
Culvert � i �
I
Rise
Streambed� (Diameter)
1
12 Inches
Invert
In all other counties: Culverts greater than 48 inches in diameter will be buried at least one foot
below the bed of the stream. Culverts 48 inches in diameter or less shall be buried or placed on
the stream bed as practicable and appropriate to maintain aquatic passage, and every effort shall
be made to maintain the existing channel slope. The bottom of the culvert must be placed at a
�

depth below the natural stream bottom to provide for passage during drought or low flow
conditions.
Culverts are to be designed and constructed in a manner that minimizes destabilization and head
cutting. Destabilizing the channel and head cutting upstream should be considered and
appropriate actions incorporated in the design and placement of the culvert.
A waiver from the depth specifications in this condition may be requested in writing. The waiver
will be issued if it can be demonstrated that the proposal would result in the least impacts to the
aquatic environment.
All counties: Culverts placed within riparian and/or riverine wetlands must be installed in a
manner that does not restrict the flow and circulation patterns of waters of the United States.
Culverts placed across wetland fills purely for the pttrposes of equalizing surface water do not
have to be buried.
3.7 Notification Yo NCDENR Shellfish Sanitation Section
Applicants shall notify the NCDENR Shellfish Sanitation Section prior to dredging in or
removing sediment from an area closed to shell fishing where the effluent may be released to an
area open for shell fishing or swimming in order to avoid contamination fi•om the disposal area
and cause a temporary shellfish closure to be made. Such notification shall also be provided to
the appropriate Corps of Engineers Regulatory Field Office. Any disposal of sand to the ocean
beach should occur between November 1 and Apri130 when recreational usage is low. Only
clean sand should be used and no dredged sand from closed shell fishing areas may be used if
beach disposal were to occur at times other than stated above or if sand from a closed shell
fishing area is to be used, a swimming advisory shall be posted, and a press release shall be
issued by the permittee.
3.8 Preservation of Submerged Aquatic Vegetation
Adverse impacts to Submerged Aquatic Vegetation (SAV) are not authorized by any NWP
within any of the twenty coastal counties defined by North Carolina's Coastal Area Management
Act of 1974 (CAMA).
3.9 Sedimentation and Erosion Control Structures and Measures
3.9.1. All PCNs will identify and describe sedimentation and erosion control structures and
measures proposed for placement in waters of the US. The structures and measures should be
depicted on maps, surveys or drawings showing location and impacts to jurisdictional wetlands
and streams.
25

4.0 Additional Regional Conditions for Specifc Nationwide Permits
4.1 NWP #14 - Linear Transportation Crossings,
4.11. If appropriate, applicants shall employ natural channel design (see definition below and
NOTE below) to the maximum extent practicable for stream relocations. In the event it is not
appropriate to employ natural channel design, any stream relocation shall be considered a
permanent impact and the applicant shall provide a mitigation plan to compensate for the loss of
aquatic function associated with the proposed activity.
Natural Channel Design: A geomorphologic approach to stream restoration based on an
understanding of valley type, general watershed conditions, dimension, pattern, profile,
hydrology and sediment transport of natural, stable channels (reference condition) and applying
this understanding to the reconstruction of a stable channel.
NOTE: For projects located within the Coastal Plain ecoregion of North Carolina and within
headwater areas across the state, applicants should reference the following links For more
information regarding appropriate stream design:
http://www.saw.usace.armv.mil/wetlands/permits/nwp
4.1.2. Bank-full flows (or less) shall be accommodated through maintenance of the existing
bank-fiill channel cross sectional area. Additional culverts at such crossings shall be allowed
only to receive flows exceeding bank-full.
Apgroack FiIl
Roadway
Culvert btuied
$az�� belowstneambed
- - - - - m appropriate
deptYi (ifrequuedj.
Baf31el Streaxn
Blocliage Sottom
4.1.3. Where adjacent floodplain is available, flows exceeding bank-full should be
accommodated by installing culverts at the floodplain elevation.
4.1.4. This NWP authorizes only upland to ttpland crossings and cannot be used in combination
with Nationwide Pennit 18 to create an upland within waters of the United States, including
wetlands.
4.1.5. This N WP cannot be used for private projects located in tidal waters or tidal wetlands.
4.1.6. Excavation of existing stream channels shall be limited to the minimum necessary to
construct or install the proposed culvert. The final width of the impacted streams at the culvert
inlet and outlet should be no greater than the original stream width. A waiver from this condition
may be requested in writing. The waiver will be issued if it can be demonstrated that it is not
26

practicable to limit Yhe final widYh of the culvert to that of the impacted stream at the culvert inlet
and outlet and the proposed design would result in less impacts to the aquatic environment.
27

Pat McCrory
Governor
��'�i�
�
NCDENR
North Carolina Department of Environment and Natural Resources
Donald van der Vaarl
Secretary
January 28, 2015
Rowan County
NCD W R Project No. I 5-0035
SR 1221 Relocation
TIP W-5516
Mr. Pat Ivey, P.E.
Division 9, NCDOT
375 Silas Creek Parkway
Winston Salem, North Carolina, 27127
APPROVAL of 40l WATER QUALITY CERTIFICATION with ADDITIONAL CONDITIONS-
MODIFlCATION
Dear Mr. Ivey:
You have our approval, in accordance with the conditions listed below, for the following impacts for the
relocation of Old Beattie Ford Road from Lentz Road to Bostian Road near China Grove/Kannapolis in
Rowan County. Tlris cerlific�uioiT repinces die certificntio�r iss�red !o yo« on Jmrunry I5, 2015 for tliis
projecl.
Stream Im act�
Site Permanent Temporary
stream Impact stream Impac[
Intermittent lntermittent
(linear ft) (linear ft)
Section t
Sectiou 2
Section 3
Section 4
Section 6
Section 7a
Section 7b
169 6l
118 23
Total I 287 I 84
Transpotlation and Permil�ng Unit
1617 Mail Service Center, Ralegh, NoAh Carotina 27699-1617
Localion: 512 N. Salisbury St. Rale�h, Norlh Carolina 27604
Phone:919�07-63001FAX:[phone]
IntemeC www.ncwalemualid.om
An Equal Opporlunity I Fffirma6ve ACUon Empioyer
in the Yadkin River Basin
Permanent Temporary Total
Stream Stream Stream
Impact Impact Impact
(linear ft) (linear ft) (linear ft)
228
196
18
235
123
31
I9
0
23
32
230
259
215
18
258
155
141
Stream
I m pacts
Requiring
Mitigation
(linear ft)
169
228
196
0
235
0
0
800 I 105 I 1276 I 828

Wetland Im acts in the Yadkin River Basin
Site Fill Fill Excavation Total Total
(ac) (temporary) (ac) Wetland Mitigation
(ac) Impact (ac) Repuired
(ac)
Site 2 <0.04 0 0 <0.04 0
Site 5 0 0 0.02 0.02 0
Total <0.04 0 0.02 <0.06 0
The project shall be constructed in accordance with your application dated received January 13, 2015.
AfterYeviewing your application, we have decided that these impacts are covered by General Water
Quality Certification Number 3886. This certification corresponds to the Nationwide Permit 14 issued by
the Corps of Engineers. [n addition, you should acquire any other federal, state or local permits before
you proceed with your project including (but not limited to) 5ediment and Erosion Control, Non-
Discharge and Water Supply Watershed regulations. This approval will expire with the accompanying
404 permit.
This approval is valid solely for the purpose and design described in your application (unless modified
below). Should your project change, you must notify the NCDWR and submit a new application. If the
property is sold, the new owner must be given a copy of this CertiFcation and approval letter, and is
thereby responsible for complying with all the conditions. If total wetland fills for this project (now or in
the future) exceed one acre, or of total impacts to streams (now or in the future) exceed I50 Iinear feet,
compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this
approval to remain valid, you must adhere to the conditions listed in the attached ce�tification(s) and any
additional conditions listed below:
1. No drill slurry or water that has been in contact with uncured concrete shall be allowed to enter
surface waters. This water shall be captured, treated, and disposed of properly. Water that
inadvertently contacts uncured concrete shall not be discharged to surface waters due to the
potential for elevated pH and possible aquatic life and fish kills.lSA NCAC 02H .0506(b)(3)
2. During the construction of the project, no staging of equipment of any kind is permitted in waters
of the U.S, or protected riparian buffers. 15A NCAC 02H .0506(b)(3)
If multiple pipes or barrels are required, they shall be designed to mimic natural stream cross
section (unless otherwise approved by this certification) as closely as possible including pipes or
barrels at flood plain elevation and/or sills where appropriate. Widening the stream channel should
be avoided. Stream channe] widening at the inlet or outlet end of structures typically decreases
water velocity causing sediment deposition that requires increased maintenance and disrupts aquatic
life passage. 15A NCAC 02H.0506(b)(2)
4. The use of rip-rap above the Normal High Water Mark shall be minimized. Any rip-rap placed
for stream stabilization shall be placed in stream chaunels in such a manner that it does not
impede aquatic life passage. 15A NCAC 02H.0506(b)(2)
5. Bridge deck drains shall not discharge into streams. 15A NCAC 02H .0506(b)(5), 15A NCAC
02H .0507(d)(2).
6. Bridge piles and bents shall be constructed using driven piles (hammer or vibratory) or drilled shaft
construction methods. More specifically, jetting or other methods of pile driving are prohibited
without prior written approval from tite NCDWR first. 15A NCAC 02H.0506(b)(2)

7. All bridge construction shall be performed from the existing bridge, temporary work bridges,
temporary causeways, or floating or sunken barges. If work conditions require barges, they shall be
floated into position and then sunk. The barges shall not be sunk and then dragged into position.
Under no circumstances should barges be dragged along the bottom of the surface water. [1 SA
NCAC 02H .0506(b)(3)
8. The Permittee shall ensure that the final design drawings adhere to the permit and to the permit
drawings submitted for approval. 15A NCAC 02H .0507 (c) and 15A NCAC 02H .0506 (b)(2)
and (c)(2)
9. Heavy equipment shall be operated from the banks rather than in the stream channe] in order to
minimize sedimentation and reduce the introduction of other pollutants into the stream. 15A
NCAC 02H.0506(b)(3)
10. Al] mechanized equipment operated near surface waters must be regularly inspected and
maintained to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or
other toxic materials. 15A NCAC 02H.0506(b)(3)
1 l. No rock, sand or other materials shall be dredged from the stream channel except where authorized
by this certification. 15A NCAC 02H.0506(b)(3)
12. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent
to surface waters is prohibited. 15A NCAC 02H.0506(b)(3)
13. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless
otherwise authorized by this certification. 15A NCAC 02H.0506(b)(2)
14. In acwrdance with 15A NCAC 02H..0506(h), compensatory mitigation for streams is required. We
understand that you have chosen to perform compensatory mitigation for impacts to streams through the
North Carolina Ecosystem Enhancement Program (EEP), and that the EEP has agreed to implement the
mitigation for the project. EEP has indicated in a letter dated November 4, 2014, that they will assume
responsibiliry for satisfying the federal Clean Water Act compensatory mitigation requirements far the above-
reFerenced project, in accordance with the EEP Mitigation Banking Instrument signed July 28, 2010.
Compensatory River and Sub-basin
Mitigation Required Number
Stream 828 linear ft. Yadkin (03040105)
Wetlands (riparian) 0 acres
Wetland (non-riparian) 0 acres
15. The outside buffer, wetland or water boundary located within the construction corridor approved by
this authorization shall be clearly marked by highly visible fencing or flagging prior to any land
disturbing activities. Impacts to areas within the fencing are prohibited unless otherwise authorized
by this certification. 15A NCAC 02H.0501 and .0502
16. Native riparian vegetation is recommended to be reestablished in the riparian areas within the
construction limits of the project by the end of the growing seasou following completion of
construction. 15A NCAC 02H .0506 (b)(2)

17. The Permittee shall repo�t any violations of this certification to the Division of Water Resources
within 24 hours of discovery.
18. A copy of this Water Quality Ceitification shall be maintained on the construction siYe at all
times. In addition, the Water Quality Certification and all subsequent modifications, if any, shall be
maintained with tlie Division Engineer and the on-site project manager. 15A NCAC 02FI .0507(c)
and I SA NCAC 02H .0506 (b)(2) and (c)(2)
19. Upon completion of the project the NCDOT Division Engineer (Pat Ivey or authorized agent) shall
complete and return the enclosed "Certific�tion of Completion Form° to notify the NCDWR when
all work included in the 401 Certification has been completed. 15A NCAC 02H.0502(fl
20. The issuance of this certification does not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordina��ces that may be imposed by other government agencies (i.e.
local, state, and federal) having jurisdiction, including but not limited to applicable buffer rules,
stormwater management ndes, soil erosion and sedimentation control requirements, etc.
If you wish to contest any statement in the attached Certification you must file a petition for an
administrative hearing. You may obtain the petition form from the office of Administrative hearings.
You must file the petition with the office of Administrative Hearings within sixty (60) days of receipt of
tliis notice. A petition is considered filed when it is received in the office of Adininistrative Hearings
during norinal office hows. The Office of Administrative Hearings accepts filings Monday through
Friday between the hours of 8:OOam and S:OOpm, except for official state holidays. The a iginal and one
( I) copy of the petition must be filed with die Office of Administrative Hearings.
The petitio�� may be faxed-provided the original and one copy of the document is received by the Office
of Administrative Hearings within five (5) business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is:
Office of Adminish•ative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Telephone: [phone], Facsimile: (919)-431-3100
A copy of the petition must also be served on DENR as follows:
Mr. John Evans, General Cowisel
Department of Environment and Natural Resow�ces
1601 Mail Service Center
This letter completes the review of the Division of Water Resources under Section 401 of the Clean Water
Act. If you have any questions, please contact Alan Johnson at (704) 663- I 699 or
AIan.Johnson@ ncdenr.gov.
Sincerely,
✓ �//��� 0
N �
S. Jay Zimmerman, Acting Director
Division of Water Resources

Attachments
Electronic copy only distribution:
John Thomas, US Army Corps of Engineers, Raleigh Field Office
Amy Euliss, Division 9, Environmental Officer
Dr. Cynthia Van Der Wiele, US Environmental Protection Agency
Marella Bimcick, US Fish and Wildlife Service
Marla Chambers, NC Wildlife Resources Commission
Alan Johnson, NC Division of Water Resources, MRO

Table from cover letter for stream Impacts:
Impacts
. ReQuiring
Stteam USACE USACE OWp
Permit5lte Name/ID Permanent mltigxtlnn MiNgatlon Impactsrequidng mlNgaHon Temporary
No. PacketlD I/P Im att pe Im acts (t ft Ratia DWRmltl atfon ratlo Im act�
UttoTawn
1 B�anch/SC I I e 158 158 1:1 ]58 1:1 61
IfrroTown hank
3 82nth SC I stabillzatlon 11 0 li 1:1
Town 82nch/
2 SA P I e 140 140 2:1 IGO 1:1 31
7ownBanrh/ bank
2 SA P stablllzaUon 88 0 88 I:1
UI to Town
3 Ban[h SB P PI e 182 182 2;1 182 1;1 19
UrtoTawn bank
3 B�anch SB P s[ablll:a[lon 16 0 14 1:1
Coldwarer
4 Cfeek SG P ditch 18 18 2:1 0
UTro [old
Wa[erCreek/ plpeand
6 51 I unim arlant• ditch 273 0 i23 1:1 23
UI ro Cold
WacerCreek/ bank
6 51 1(unlm ortanP s[abllizatlon 12 D 12 1:1
lfrm Cold
Wacer Creek/
7a SE P i e 79 79 7:1 � 32
UI ro Cold
WaterCreek/ bank
7a SE P stablli:ation 40 0 0
Iff to Cold
water[reek/
76 SF I I e &1 g0 1:1 0 23
U! ro Cold
WaterCreek/ bank
7b SF 1 stabllixatlon 38 0 0
Totals 3067 657 gZg p"
Table1.L ImpaaandmiHgatlontotalSforW-SS161nRowanCounN
'Unimportan[ s[reams dan't require mitlgation (rom the USACE
�Tempowry Impacts requlre mitlgation Irom elther USACE or DWR
Totallfnearfeetofs[reammi[igattanrequiredbyUSpCEwithratio 3016
Tota111nea�feetofslreammitlgationrequiredbyOWR 878

���f,�...��
�Q�
North Carofir�a Department of �nvironment and Natural Resourees
Pat McCrory
Gouernor
N�DWR Projecf No.: 15-0035
Applicant: NCDOT Division 9
P�oject Name: W-5516
Date of Issuance of 40� Water Quality Certi�cation:
Counky:
Janua
Rowan
Donald van der Vaart
Secretary
Certi�cate of Completion
Upon can�pletion of all work approved witl�in the 401 Water Quality Certification or applicable Buffer Rules, and
any subsequent modifications, tlle applicant is reqt�ired to return this certificate to the 4d o�'ransportation Permitting
Unit, North Carolina Division of Warter Resaearces, 1650 Iv�ail Service Center, Raieigh, NC, 2769R-1650. This form
rrnay be returned to NCDWA Uy tl�e applicant, the applicant's aut}aorized abent, or the project engineer. �t is not
�►ecessary ta send certificates from all ofthese.
�pplicatrt's Certrficatio�r
i, Amy Euliss , hereby state that, to the b�st of nly aba�iti�s, due care and dilige»ce
was Gsed in the observation o�'the constructian such that the constructian was observed to be built within substantial
con�pliance and in¢ent of the 401 4Vater Qu�►liry Certificatian and Buf�'er Rules, the approved plans and
specific�tions, an other suppor�ing materia�s.
Si natur : �'"� �"�� June 12, 2018
g c 1ate:
Ageirt's Certifrcario�r
I, , hereby state that, to the bes¢ of my abiliti�s, due care and diligence
was used in the abservatian pf the construction suc�� that k�ie construction was observed to be built within substant�al
carnpliance and inten�t of the 401 Water Quality Certification and Buffer Rules, the appa'oved plans and
specificat�ons, and other supporting tnaterials.
Signature: Date:
Errgilreer's Cer�ifcatro�r
Fartial Final
I, , as a duly registered Professional Engineer in the 5tate of �1o�rth
Carolina, having beeil autllorized to obserwe (periodically, weekly, full tim�) t13e ca��struction of khe project for the
Permittee hereby state that, to tE�e best of iny atailities, d�ie care and diligence was �sed in the observatio�i of tE�e
construction such that the construction was abserved to be built wvi�hin subskantial compliance and intent of the 401
Water Quality Cet�tification and Buffer Rules, tlte approved plans and s}secificatiaris, and other supporking materials.
5ignature Registration No.
Date
Transpartation and Permitting UniC
i617 Mail Service Center, Raleigh, North Caralina 27899-16�7
V.oca�n: 512 N. Salisbury 5t. Raleigh, �iorlh Carolina 276Q4
Phone: 919�07-63001 FAX: [phone]
Intemet: wvr^w,ncwatercrualitv.ora
kn Equal Opporlwnity 1 AffirmaUve AcGon Employer
1�on� hCarolina
� �`l1rR'��
�

Water �uality Certification No. 3886
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR U.S. ARMY CORPS OF
ENGINEERS NATIONWIDE PERMIT NUMBER 14 (LINEAR TRANSPORTATION PROJECTS)
AND REGIONAL GENERAL PERMIT 198200031 (WORK ASSOCIATED WITH BRIDGE
CONSTRUCTION MAINTENANCE OR REPAIR CONDUCTED BY NCDOT OR OTHER
GC�VERlVME�lT QGFR�G!ES!
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
Water Quality Certification Number 3886 is issued in conformity with the requirements of Section
401, Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina
Division of Water Quality (DWQ) Regulations in 15A NCAC 02H .0500 and 15A NCAC 026 .0200
for the discharge of fill material to waters and adjacent wetland areas or to wetland areas that are
not a part of the surface tributary system to interstate waters or navigable waters of the United
States (as described in 33 CFR 330 Appendix A(B) (14) of the Corps of Engineers regulations
(Nationwide Permit No. 14 and Regional General Permit 1982�0031) and for the Riparian Area
Protection Rules (Buffer Rules) in 15A NCAC 026 .0200.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Any proposed fill or modification of wetlands and/or waters, including streams, under this General
Certification requires application to, and written approval from the Division of Water Quality
except for the single family lot exemption described below.
Activities meeting any one (1) of the following thresholds or circumstances require written
approval for a 401 Water Quality Certification from the Division of Water Quality (the
"Division"):
a) Any temporary or permanent impacts to wetlands, open waters and/or streams, including
stream relocations, except for construction of a driveway to a single family lot as long as
the driveway involves less than 25 feet of temporary and/or permanent stream channel
impacts, including any in-stream stabilization needed for the crossing; or
b) Any impact associated with a high density project (as defined in Item (A)(iv) of the 401
Stormwater Requirements) that is not subject to either a state stormwater program
(such as, but not limited to, Coastal Counties, HQW, ORW or state-implemented Phase II
NPDES) or a certified community's stormwater program; or
c) Any impact associated with a Notice of Violation or an enforcement action for violation(s)
of DWQ Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H
.1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC
02B .0200); or
d) Any impacts to streams and/or buffers in the Neuse, Tar-Pamlico, or Catawba River
Basins or in the Randleman, Jordan or Goose Creek Watersheds (or any other basin or
watershed with Riparian Area Protection Rules [Buffer Rules] in effect at the time of
application) unless the activities are listed as "EXEMPT" from these rules or a Buffer
Authorization Certificate is issued through N.C. Division of Coastal Management (DCM)
delegation for "ALLOWABLE" activities.
In accordance with North Carolina General Statute 143-215.3D(e), written approval for a 401
Water Quality General Certification must include the appropriate fee. If a project also requires a
CAMA Permit, then one payment to both agencies shall be submitted and will be the higher of the
two fees.
Activities included in this General Certification that do not meet one of the thresholds
listed above do not require written approval from the Division as long as they comply with
Water Quality Certification No. 3886

V1/ater Quality Certification No. 3�86
the Conditions�of Certification listed below. If any of these Conditions cannot be met, then
written approval from the Division is required.
Conditions of Certification:
1. No Impacts Beyond those Authorized in the Written Approval or Beyond the Threshold of Use
of this Certification
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre-Construction Notification, as
authorized in the written approval from the Division or beyond the thresholds established for
use of this Certification without written authorization, including incidental impacts. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices shall be performed so that no
violations of state water quality standards, statut2s, or rules occur. Approved plans and
specifications for this project are incorporated by reference and are enforceable parts of this
permit.
2. Standard Erosion and Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices and if applicable, comply with the specific conditions and
requirements of the NPDES Construction Stormwater Permit issued to the site:
a. Design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal or exceed the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
c. Reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act and the
Mining Act of 1971.
d. Sufficient materials required for stabilization and/or repair of erosion control measures
and stormwater routing and treatment shall be on site at all times.
e. If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs),
SA, WS-I, WS-II, High Quality (HQW), or Outstanding Resource (ORW) waters, then the
sedimentation and erosion control designs must comply with the requirements set forth
in 15A NCAC 04B .0124, Design Standards in Sensitive Watersheds.
Water Quality Certification No. 3886

Water �uaiity �ertification �lo. 3�86
3. No Sediment and Erosion Control Measures in Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters.
Exceptions to this condition require application submittal to and written approval by the
Div;�ior. !f pl��em�rt �f �edimert and eros;on cer#rc! �ev�ces in �,r�Qtlard� anu ��r�uters is
unavoidable, then design and placement of temporary erosion control measures shall not be
conducted ir a manner that may result in dis-equilibrium of wetlands, stream beds, or banks,
adjacent to or upstream and downstream of the above structures. All sediment and erosion
control devices shall be removed and the natural grade restored within two (2) months of the
date that the Division of Land Resources (DLR) or locally delegated program has released
the specific area within the project.
4. Construction Stormwater Permit NCG010000
An NPDES Construction Stormwater Permit is required for construction projects that disturb
one (1) or more acres of land. This Permit allows stormwater to be discharged during land
disturbing construction activities as stipulated in the conditions of the permit. If your project
is covered by this permit, full compliance with permit conditions including the erosion &
sedimentation control plan, inspections and maintenance, self-monitoring, record keeping
and reporting requirements is required. A copy of the general permit (NCG010000),
inspection log sheets, and other information may be found at
http://portal.ncdenr.orq/web/wq/ws/su/npdessw#tab-w .
The North Carolina Department of Transportation (NCDOT) shall be required to be in full
compliance with the conditions related to construction activities within the most recent version
of their individual NPDES (NCS000250) stormwater permit.
5. Construction Moratoriums and Coordination
If activities must occur during periods of high biological activity (i.e. sea turtle nesting, fish
spawning, or bird nesting), then biological monitoring may be required at the request of other
state or federal agencies and coordinated with these activities.
All moratoriums on construction activities established by the NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries
(DMF), or National Marine Fisheries Service (NMFS) to lessen impacts on trout, anadromous
fish, larval/post-larval fishes and crustaceans, or other aquatic species of concern shall be
implemented. Exceptions to this condition require written approval by the resource agency
responsible for the given moratorium.
Work within the twenty-five (25) designated trout counties or identified state or federal
endangered or threatened species habitat shall be coordinated with the appropriate WRC,
USFWS, NMFS, and/or DMF personnel.
6. Work in the Dry
All work in or adjacent to stream waters shall be conducted so that the flowing stream does
not come in contact with the disturbed area. Approved best management practices from the
most current version of the NC Sediment and Erosion Control Manual, or the NC DOT
Construction and Maintenance Activities Manual, such as sandbags, rock berms, cofferdams,
and other diversion structures shall be used to minimize excavation in flowing water.
Exceptions to this condition require application submittal to and written approval by the
Division.
Water Quality Certification No. 3886

Water Quaiity Certification No. 3�86
7. Riparian Area Protection (Buffer) Rules
Activities located in the protected riparian areas (whether jurisdictional wetlands or not),
within the Neuse, Tar-Pamlico, or Catawba River Basins or in the Randleman, Jordan, or
Gccse Cr�e� W�tershQds (or a^y other busin or �r��t�rshed .^:;th wu��r r;�!�s) shall we limit�d
to "uses" identified within and constructed in accordance with 15A NCAC 02B .0233, .0259,
.0243, .0250, .0267 and .0605, and shall be located, designed, constructed, and maintained
to have minimal disturbance to protect water quality to the maximum extent practicable
through the use of best management practices. All buffer rule requirements, including diffuse
flow requirements, must be met.
8. If concrete is used during the construction, then all necessary measures shall be taken to
prevent direct contact between uncured or curing concrete and waters of the state. Water
that inadvertently contacts uncured concrete shall not be discharged to waters of the state
due to the potential for elevated pH a�d possible aquatic life/ fish kills.
9. Bridge deck drains shall not discharge directly into the stream. Stormwater shall be directed
across the bridge and pre-treated through site-appropriate means (grassed swales, pre-
formed scour holes, vegetated buffers, etc.) before entering the stream. Please refer to the
most current version of Stormwater Best Management Practices. Exceptions to this condition
require written approval by the Division.
10. Compensatory Mitigation
In accordance with 15A NCAC 02H .0506 (h), compensatory mitigation may be required for
losses of equal to or greater than 150 linear feet of streams (intermittent and perennial)
and/or equal to or greater than one (1) acre of wetlands. For linear public transportation
projects, impacts equal to or exceeding 150 linear feet per stream shall require mitigation.
Buffer mitigation may be required for any project with Buffer Rules in effect at the time of
application for activities classified as "Allowable with Mitigation" or "Prohibited" within the
Table of Uses.
A determination of buffer, wetland, and stream mitigation requirements shall be made for any
General Water Quality Certification for this Nationwide and/or Regional General Permit.
Design and monitoring protocols shall follow the US Army Corps of Engineers Wilmington
District Stream Mitigation Guidelines (April 2003) or its subsequent updates. Compensatory
mitigation plans shall be submitted to the Division for written approval as required in those
protocols. The mitigation plan must be implemented and/or constructed before any impacts
occur on site. Alternatively, the Division will accept payment into an in-lieu fee program or a
mitigation bank. In these cases, proof of payment shall be provided to the Division before
any impacts occur on site.
Water Quality Certification No. 3886

�i/ater �uality Certification iVo. 3886
11. Relocated stream designs should include the same dimensions, patterns, and profiles as the
existing channel (or a stable reference reach if the existing channel is unstable), to the
maximum extent practical. The new channel should be constructed in the dry and water shall
not be turned into the new channel until the banks are stabilized. Vegetation used for bank
sta�;l;zation shall b� !;m;ted t� na±i.�e �r�oody spec�es, and shou!d include estab!;shment ef a
30-foot wide wooded and an adjacent 20-foot wide vegetated buffer on both sides of the
relocated channel to the maximum extent practical. A transitional phase incorporating
appropriate erosion control matting materials and seedling establishment is allowable,
however matting that incorporates plastic mesh and/or plastic twine shall not be used in
wetlands, riparian buffers or floodplains as recommended by the North Carolina Sediment
and Erosion Control Manual. Rip-rap, A-Jacks, concrete, gabions or other hard structures
may be allowed if it is necessary to maintain the physical integrity of the stream; however, the
applicant must provide written justification and any calculations used to determine the extent
of rip-rap coverage. Please note that if the stream relocation is conducted as a stream
restoration as defined in the US Army Corps of Engineers Wilmington District, April 2003
Stream Mitigation Guidelines (or its subsequent updates), the restored length may be used
as compensatory mitigation for the impacts resulting from the relocation.
12. Stormwater Management Plan Requirements
All applications shall address stormwater management throughout the entire project area per
the 401 Stormwater Requirements, referenced herein as "Attachment A" at the end of this
Certification.
13. Placement of Culverts and Other Structures in Waters and Wetlands
Culverts required for this project shall be designed and installed in such a manner that the
original stream profiles are not altered and allow for aquatic life movement during low flows.
Existing stream dimensions (including the cross section dimensions, pattern, and longitudinal
profile) must be maintained above and below locations of each culvert.
Placement of culverts and other structures in waters and streams must be below the
elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than or equal to 48
inches, to allow low flow passage of water and aquatic life.
When topographic constraints indicate culvert slopes of greater than 5%, culvert burial is not
required, provided that all alternative options for flattening the slope have been investigated
and aquatic life movement/ connectivity has been provided when possible (rock ladders,
crossvanes, etc). Notification to the Division including supporting documentation to include a
location map of the culvert, culvert profile drawings, and slope calculations shall be provided
to the Division 60 days prior to the installation of the culvert.
When bedrock is present in culvert locations, culvert burial is not required provided that there
is sufficient documentation of the presence of bedrock. Notification to the Division including
supporting documentation such as, but not limited to, a location map of the culvert,
geotechnical reports, photographs, etc shall be provided to the Division a minimum of 60
days prior to the installation of the culvert. If bedrock is discovered during construction, then
the Division shall be notified by phone or email within 24 hours of discovery.
If other site-specific topographic constraints preclude the ability to bury the culverts as
described above and/or it can be demonstrated that burying the culvert would result in
destabilization of the channel, then exceptions to this condition require application submittal
to, and written approval by, the Division of Water Quality, regardless of the total impacts to
streams or wetlands from the project.
Water Quality Certification No. 3886

1fVater Quality Certification No. 388�
Installation of culverts in wetlands must ensure continuity of water movement and be
designed to adequately accommodate high water or flood conditions. Additionally, when
roadways, causeways, or other fill projects are constructed across FEMA-designated
floodways or wetlands, openings such as culverts or bridges must be provided to maintain
the n�t:.�ral hydro!egy �f the s�stem �s ���el! as ���vent ccnstrict;�n of the fleod�^ray that may
result in destabilization of streams or wetlands.
The establishment of native, woody vegetation and other soft stream bank stabilization
techniques must be used where practicable instead of riprap or other bank hardening
methods.
14. All temporary fill and culverts shall be removed and the impacted area returned to natural
conditions within 60 days of the determination that the temporary impact is no longer
necessary. The impacted areas shall be restored to original grade, including each stream's
original cross sectional dimensions, plan form pattern, and longitudinal bed ard bed profile,
and the various sites shall be stabilized with natural woody vegetation (except for the
approved maintenance areas) and restored to prevent erosion.
15. All temporary pipes/ culverts/ riprap pads etc, shall be installed in all streams as outlined in
the most recent edition of the North Carolina Sediment and Erosion Control Planning and
Design Manual or the North Carolina Surface Mining Manual so as not to restrict stream flow
or cause dis-equilibrium during use of this General Certification.
16. Any riprap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the area directly impacted by the approved
construction activity. All rip-rap shall buried and/or "keyed in" such that the original stream
elevation and streambank contours are restored and maintained. Placement of rip-rap or
other approved materials shall not result in de-stabilization of the stream bed or banks
upstream or downstream of the area.
17. Any rip-rap used for stream stabilization shall be of a size and density so as not to be able to
be carried off by wave, current action, or stream flows and consist of clean rock or masonry
material free of debris or toxic pollutants. Rip-rap shall not be installed in the streambed
except in specific areas required for velocity control and to ensure structural integrity of bank
stabilization measures.
18. A one-time application of fertilizer to re-establish vegetation is allowed in disturbed areas
including riparian buffers, but is restricted to no closer than 10 feet from top of bank of
streams. Any fertilizer application must comply with all other Federal, State and Local
regulations.
19. If this Water Quality Certification is used to access building sites, then all lots owned by the
applicant must be buildable without additional impacts to streams or wetlands. The applicant
is required to provide evidence that the lots are buildable without requiring additional impacts
to wetlands, waters, or buffers if required to do so in writing by the Division. For road
construction purposes, this Certification shall only be utilized from natural high ground to
natural high ground.
20. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional
wetlands, waters, and protective buffers within the project boundaries in order to assure
compliance for future wetland, water, and buffer impact. These mechanisms shall be put in
place at the time of recordinp of the property or of individual lots, whichever is appropriate. A
sample deed notification can be downloaded from the 401/Wetlands Unit web site at
http://portal.ncdenr.orq/web/wq/swp/ws/401/certsandqermits/apply/forms. The text of the
sample deed notification may be modified as appropriate to suit to a specific project.
Documentation of deed notifications shall be provided to the Division upon request.
Water Quality Certification No. 3886

Water Quality Certification No. �886
21. If an environmental document is required under the National or State Environmental Policy
Act (NEPA or SEPA), then this General Certification is not valid until a Finding of No
Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse.
22. In the twenty (20) coastal counties, the appropriate DWQ Regional Office must be contacted
to determine if Coastal Stormwater Regulations will be required.
23. This General Certification does not relieve the applicant of the responsibility to obtain all other
required Federal, State, or Local approvals.
24. The applicant/permittee and their authorized agents shall conduct all activities in a manner
consistent with State water quality standards (including any requirements resulting from
compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of
State and Federal Law. If the Division determines that such standards or laws are not being
met, including failure to sustain a designated or achieved use, or that State or Federal law is
being violated, or that further conditions are necessary to assure compliance, then the
Division may reevaluate and modify this General Water Quality Certification.
25. When written authorization is required for use of this certification, upon completion of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be required to return the certificate of completion attached to the approval.
One copy of the certificate shall be sent to the DWQ Central Office in Raleigh at 1650 Mail
Service Center, Raleigh, NC, 27699-1650.
26. Additional site-specific conditions, including monitoring and/or modeling requirements, may
be added to the written approval letter for projects proposed under this Water Quality
Certification in order to ensure compliance with all applicable water quality and effluent
standards.
27. This certification grants permission to the director, an authorized representative of the
Director, or DENR staff, upon the presentation of proper credentials, to enter the property
during normal business hours.
This General Certification shall expire on the same day as the expiration date of the
corresponding Nationwide and/or Regional General Permit. The conditions in effect on the date
of issuance of Certification for a specific project shall remain in effect for the life of the project,
regardless of the expiration date of this Certification.
Non-compliance with or violation of the conditions herein set forth by a specific project may result
in revocation of this General Certification for the project and may also result in criminal and/or civil
penalties.
The Director of the North Carolina Division of Water Quality may require submission of a formal
application for Individual Certification for any project in this category of activity if it is determined
that the project is likely to have a significant adverse effect upon water quality, including state or
federally listed endangered or threatened aquatic species, or degrade the waters so that existing
uses of the wetland or downstream waters are precluded.
Water Quality Certification No. 3886

Water Quafity Certification No. 3886
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
�ivi�;on of �Nater �'�ality.
Effective date: March 19, 2012
DIVISION OF WATER QUALITY
By
7� u;�- �'� �., f w /
Charles Wakild, P.E.
Director
History Note: Water Quality Certification (WQC) Number 3886 issued March 12, 2012 replaces
WQC Number 3820 issued April 6, 2010; WQC Number 3627 issued March 2007; WQC Number
3404 issued March 2003; WQC Number 3375 issued March 18, 2002; WQC Number 3289 issued
June 1, 2000; WQC Number 3103 issued February 11, 1997; WQC Number 2732 issued May 1,
1992; WQC Number 2666 issued January 21, 1992; WQC Number 2177 issued November 5,
1987. This WQC is rescinded when the Corps of Engineers reauthorizes any of the
corresponding Nationwide and/or Regional General Permits or when deemed appropriate by ihe
Director of the Division of Water Quality.
Water Quality Certification No. 3$86

VVater Quality CerCification IVo. 3�86
Attachment A: 401 Stormwater Requirements
The requirements listed below shall be implemented in order to complV with Condition 12 of this
G�n�ral Certificati0!?. F�C ti?8 N�I'tI? Caro!ina L�epartmsrt of TransNo!t�tic^, comNfance with
NCDOT's �ndividual NPDES permit NCS000250 shall serve to satisfy the 401 and Isolated
Wetland Stormwater Requirements.i
A. Design and Implementation Requirements. All projects, regardless of project area,
amount of built-upon area or amount of jurisdictional impact, shall meet the following
stormwater design requirements:
i. Non-Erosive Discharge to Streams and Wetlands. Stormwater conveyances that
discharge to streams and wetlands must discharge at a non-erosive velocity�rior to
entering the stream or wetland during the peak flow from the ten-year storm.
Vegetated Setbacks. A 30-foot wide vegetated setback must be maintained adjacent to
streams, rivers and tidal waters in areas that are not subject to a state Riparian Area
Protection Rule or other more stringent vegetated setback requirements. The width of
the setback shall be measured horizontally from the normal pool elevation of impounded
structures, the top-of-bank of streams and rivers, and the mean high waterline of tidal
waters, perpendicular to shoreline. Vegetated setback and filters required by state rules
or local governments may be met concurrently with this requirement and may contain
coastal, isolated or 404 jurisdictional wetlands. Non-jurisdictional portions of the
vegetated setback may be cleared and graded, but must be planted with and maintained
in grass or other vegetative or plant material.3
iii. Construction and Operation. The stormwater management plan must be constructed
and operational before any permanent building or other structure is occupied or utilized at
the site. The stormwater management plan, including drainage patterns, must be
maintained in perpetuity.4
iv. Coordination with Other Stormwater Programs. Projects that are subject to another
Division of Water Quality (DWQ) stormwater program, including (but not limited to) the 20
Coastal Counties, HQW, ORW or state-implemented Phase II NPDES, or a Certified
Community's stormwater management program, must be constructed and maintained in
compliance with the approved stormwater management plan.5
Stormwater Design Requirements for Projects Not Covered Under Item (iv).
Projects that are not subject to another DWQ stormwater program or a Certified
Community's stormwater program shall meet all of the following requirements:
a. Low Density. A site is low density if all the following requirements are met:
The development has a built upon area of twenty-four percent (24%) or less,
considering both current and future development. When determining the amount
of built upon area, coastal wetlands shall be included; however, ponds, lakes and
rivers as specified in North Carolina's Schedule of Classifications shall be
excluded. If a portion of project has a density greater than 24%, the higher
density area must be located in an upland area and away from surface waters
and drainageways to the maximum extent practicable.s
2. All stormwater runoff from the built upon areas is transported primarily via
vegetated conveyances designed in accordance with the most recent version of
the NC DWQ Stormwater Best Management Practices Manual. Alternative
designs may be approved if the applicant can show that the design provides
Water Quality Certification No. 3886

Water Quality Certification No. 3886
equal or better water quality protection than the practices specified in the manual.
The project must not include a stormwater collection system (such as piped
conveyances) as defined in 15A NCAC 02B .0202(60).'
h. H�gh Den�ity. Pro;ects tha± do not meet tns Lo�rr Dersity requ�rsment� shall meet
the following requirements:
1. Stormwater runoff from the entire site must be treated by structural stormwater
controls (BMPs) that are designed to remove eighty-five percent (85%) of the
average annual amount of Total Suspended Solids (TSS). Stormwater runoff
that drains directly to Nutrient Sensitive Waters (NSW) must also be treated to
remove thirty percent (30%) of Total Nitrogen (TN) and Total Phosphorus (TP).8
2. All BMPs must be designed in accordance with the version of the NC DWQ
Stormwater Best Management Practices Manual that is in place on the date of
stormwater management plan submittal. Alternative designs may be approved if
the applicant can show that the design provides equal or better water quality
protection than the practices specified in the manual.9
3. DWQ may add specific stormwater management requirements on a case-by-
case basis in order to ensure that a proposed activity will not violate water quality
standards.'o
4. DWQ may approve Low Impact Developments (LIDs) that meet the guidance set
forth in the Low Impact Development: A Guidebook for North Carolina."
5. Proposed new development undertaken by a local government solely as a public
road project shall follow the requirements of the NC DOT BMP Toolbox rather
than Items (1)-(4) above.12
B. Submittal Requirements. The submittal requirements listed below apply only to projects
that require written authorization as indicated in the applicable General Certification as well
as projects that require an Isolated Wetlands Permit. Any required documentation shall
be sent to the Wetlands, Buffers and Stormwater Compliance and Permitting Unit at
1650 Mail Service Center, Raleigh, NC 27699-1650.
Projects that are Subject to Another DWQ Stormwater Program: If the project is
subject to another DWQ stormwater program, such as the 20 Coastal Counties, HQW,
ORW or state-implemented Phase II NPDES, then the applicant shall submit a copy of
the stormwater approval letter before any impacts occur on site.13
Projects that are Subject to a Certified Community's Stormwater Program. If the
project is subject to a certified local government's stormwater program, then the applicant
shall submit one set of approved stormwater management plan details and calculations
with documentation of the local governmenYs approval before any impacts occur on site.s
iii. Projects Not Covered Under Items (i) or (ii). If the project is not subject to another
DWQ Stormwater Program or a Certified Community's stormwater program, then it shall
be reviewed and approved by the DWQ through the Water Quality Certification
authorization process.
a. Low Density. For low density projects, the applicant shall submit two copies of the
DWQ Low Density Supplement Form with all required items.13
Water Quality Certification No. 3886 10

Water Quality �ertification No. 3�86
b. High Density. For high density projects, the applicant shall submit two copies of a
DWQ BMP Supplement Form and all required items at the specified scales for each
BMP that is proposed.13
!V. Qf3�S:nCJ'. St0!'111\^.�8t9f l712!18Cjement rlanc �pa)i hc rn,i?3S@G� Qfl � CBS�-NJy�-C�se baslS, �N!t�l
the submittal of a final stormwater management plan per Items (i)-(iii) above required for
the current phase and a conceptual stormwater management plan for the future phase(s).
The �tormwater management plan for each future phase must be approved by the
appropriate entity before construction of that phase is commenced. The approved
stormwater management plan for each future phase must be constructed and operational
before an�y permanent building or other structure associated with that phase is
occupied. 4
Stormwater Management Plan Modifications. The stormwater management plan may
not be modified without prior written authorization from the entity that approved the plan.
If the project is within a Certified Community, then the applicant shall submit one set of
approved stormwater management plan details and calculations with documentation of
the local government's approval for record-keeping purposes. If the project is subject to
DWQ review, then the applicant shall submit two copies of the appropriate Supplement
Forms per Item (iii) above for any BMPs that have been modified for DWQ's review and
approval.'s
' The stormwater requirement for 401 applications is codified in 15A NCAC 02H .0506(b)(5) and
(c)(5).
z Non erosive discharge rates are required in SL 2008-211§2(b)(1). The 10-year design storm
standard is codified in 15A NCAC 02H .1008(f)(2) and .1008(g)(1).
3 30-foot vegetated setbacks are required in SL 2006-246§9(d), SL 2008-211§2(b), 15A NCAC
02H .1006(2)(c) and .1007(1)(a).
4 Construction and maintenance of the stormwater plan is necessary to satisfy 15A NCAC 02H
.0506(b)(5).
5 Conveys application procedure to streamline the permitting process and reduce any unnecessary
duplication in the review of stormwater management plans.
6 Low density built upon area thresholds are set in SL 2006-246§9(c) and SL 2008-211 §2(b).
' The requirement for low density development to use vegetated conveyances is codified in SL
2006-246§9(c), SL 2008-211§2(b), 15A NCAC 02H .1006(2)(b) and .1007(1)(a). The Stormwater
BMP Manual is also referenced in 15A NCAC 02B .0265(3)(a) and .0277(4)(e).
$ 85% TSS removal is required in SL 2006-246§9(d), SL 2008-211§2(b), 15A NCAC 02H
.1006(2)(c), 15A NCAC 02H .1007(1)(a). The 30% TN and TP removal requirements for NSW
waters are set forth in 15A NCAC 026 .0232, 15A NCAC 02B .0257(a)(1), 15A NCAC 026
.0265(3)(a) and 15A NCAC 02B .0277(4).
9 The Stormwater BMP Manual is also referenced in 15A NCAC 02B .0265(3)(a) and .0277(4)(e).
10 The requirement for DWQ to ensure that water quality standards are protected before issuing a
401 certification is codified in 15A NCAC 02H .0506.
11 The LID Toolbox is also referenced in 15A NCAC 026 .0277(4)(g).
12 The term "public road projecY' is defined in15A NCAC 02B .0265(3)(a).
13 Conveys application procedure to streamline the permitting process.
'a Phased development is addressed as a"common plan of development" in 15A NCAC 02H
.1003(3).
15 Procedures for modifying stormwater plans are set forth in 15A NCAC 02H .1011.
Water Quality Certification No. 3886 11

��1������,��, North Carolina Department of Transportation �'s
�tc�rilll��"; Highway Stormwater Program �t
��_
STORMWATER MANAGEMENT PLAN ��``
(Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS
ProjecUTIP No.: W-5516 Count ies : Rowan Pa e 1 of 4
General Project Information
Pro'ect No.: W-5516 Pro'ect T e: New Location Date: 10/24/2014
NCDOT Contact: Brett Abernath , PE Contractor / Designer: Stace Baile , PE
Address: NCDOT Division 9 Address: ICA Engineering, Inc.
375 Silas Creek Parkway 5121 Kingdom WaySuite 100
Winston Salem, 27127 Ralei h, NC 27607
Phone:[phone] Phone:[phone]
Email: 'babernath ncdot. ov Email: sbaile icaen .com
City/Town: Kannapolis Count ies : Rowan
River Basin s: Yadkin-Pee Dee CAMA Count ? No
Primary Receiving Water Cold Water Creek, Town Branch NCDWQ Stream Index No.: 13-17-9-4 0.5 , 12-84-1-2
NCDWQ Surtace Water Classification for Primary Receiving Water Prima : Water Su I IV WS-IV Water Su I IV WS-IV
Supplemental:
Other Stream Classification: None
303(d) Impairments: None
Buffer Rules in Effect N/A
Project Description
Pro'ect Length lin. Miles or feet : 2.39 Miles Surrounding Land Use: Low density residential and agricultural.
Proposed Project Existing Site
Pro'ect Built-Upon Area ac. 10.60 ac. 2.60 ac.
Typical Cross Section Description: Two 11' wide lanes with 2' paved shoulders. Total shoulder width of 6'.
Average Daily Traffic (veh/hr/day): Desi n/Future: 5100 Existin : 2200
General Project Narrative: The North Carolina Department of Transportation Division 9 Offices proposes to relocate Old Betty Ford Road (SR 1221) from its intersection with Bostian Road (SR
1210/1221) to Lentz Road (SR 1337) in Rowan County. The project will construct a two-lane road on new location with a new grade seperation over I-85 near Kannapolis,
Landis, and China Grove. The bridge carrying existing Old Betty Ford Road over I-85, which is deficient, will be removed as part of this project. The proposed project will have
a straighter alignment that reduces horizontai and vertical curves to improve saftey.
References

:�>°' ,� ^�
L ii�;it�� �j), North Carolina Department of Transportation %
�JC�C��lrr�r�'�'-: Highway Stormwater Program � ��
STORMWATER MANAGEMENT PLAN -"�
(Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS
ProjectlTlP No.: W-5516 Count ies : Rowan Pa e 2 of 4
Project Environmental Summary
SurFace Water Impacts
Sheet Station Feature Water / Wetland ! Receiving Surface NRTR Map NCDWQ Stream NCDWQ Surface 303(d) Type of Existing Proposed
No. From / To Impacted Buffer T pe Water Name ID Index Water Classification Impairments Impact SCM SCM
4 22+58 -L- RT Stream Intermittent UT to Town Branch SC 12-84-1-2 WS-IV None Culvert N/A Swale
24+35 -L- LT
5 30+92-L- LT Wetland Bottomland Town Branch WE 12-84-1-2 WS-IV None Fill N/A
31+70 -L- LT Hardwood
5 31+66 -L- LT Stream Perennial Town Branch SA 12-84-1-2 WS-IV None Culvert N/A Swale
32+16 -L- RT
5 30+97 -L- RT Wetland Bottomland Town Branch WB 12-84-1-2 WS-IV None Excavation N/A Swale
31+19 -L- RT Hardwood
5 37+06 -L- RT Stream Perennial UT to Town Branch SB 12-84-1-2 WS-IV None Culvert N/A
37+50 -L- LT
� 58+66 -L- RT Stream Perennial Cold Water Creek SG 13-17-9-4-(0.5) WS-IV None Stabilization N!A PFSH
58+86 -L- RT
9/10 $9+70 -L- LT Wetland Headwater Wetland WF 13-17-9-4-(0.5) WS-IV None Clearing N/A
90+66 -L- LT
10 99+08 -L- RT Stream Intermittent UT to Cold Water SJ 13-17-9-4-(0.5) WS-IV None Culvert N/A
99+33 -L- LT Creek
11 107+80 -L- LT Stream Perennial UT to Cold Water SE 13-17-9-4-(0.5) WS-IV None Culvert N/A
108+17 -L- RT Creek
� � 108+30 -L- RT Stream Intermittent UT to Cold Water SF 13-17-9-4-(0.5) WS-IV None Culvert N/A
109+21 -L- LT Creek
' List all stream and surface water impact locations regardless of jurisdiction or size.
Equalizer Pipes to be noted as a minimization of impacts.
All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures.
Description of Minimization of Impacts or Mitigation
Concentration of flow in gutter sections with storm drainage systems was minimized on this project. The majority of the project has open shoulders where the runoff can be treated through the
shoulders, fill slopes, and roadside cut ditches. In the areas of shoulder berm gutter a grass swale or preformed scour hole was used for treatment and velocity control of the runoff.
References

o, �o.�,�:.
�-jj�tl�.ti,,��� North Carolina Department of Transportation ='� q�
51c11'111w'�€�ft''T: Highway Stormwater Program '��
STORMWATER MANAGEMENT PLAN °""'"G�
(Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS
Pro'ect/TIP No.: W-5516 Count ies : Rowan Pa e 3 of 4
Swales
Stream Drainage Recommended Actual Longitudinal Rock
Sheet Station Crossing Base Width Front Slope Back Slope Area Treatment Length Length Slope Q2 V2 Q10 V10 Checks
No. From / To Station ft H:V H:V ac ft ft % cfs f s cfs f s Used
4 25+00 -L- LT 32+00 -L- 0.0 4 3 0.17 17 50 2.00%
25+50 -L- LT 0.7 0.9 0.9 1.0 No
5 31+00 -L- RT 32+00 -L- 2.0 3 3 4.00 400 80 1.00%
31+80 -L- RT 8.6 1.6 11.2 1.7 No
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
❑ YES 0 rvo Have minimum design criteria, as presented in the NCDOT Best Management Practices Toolbox, Version 1(March 2008), been met and verified? If No,
provide further explanantion of why design criteria was not met.
Additional Comments
The terrain did not allow for a longer treatment swale from Sta. 31+00 -L- to Sta. 31+80 -L- LT. Concentration of flow in curb and storm drainage systems was minimized on this project. In the areas
where there are shoulder berm gutter a grass swale or preformed scour hole was used. Through out the rest of the project treatment of the runoff is through the open shoulders, fill slopes and roadside
cut ditches.

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetiands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (tt) (ft) (ft)
1 -L- 22+58 TO 24+35 30" RCP-III 0.01 < 0.01 158 61
BANK STABILIZATION < 0.01 11
2 -L- 31 +00 TO 32+16 2@ 11' x 8' RCBC 0.01 < 0.01 0.02 0.03 < 0.01 140 31
BANK STABILIZATION 0.02 88
3 -L- 37+06 TO 37+50 48" RCP-IV 0.01 < 0.01 182 19
BANK STABILIZATION < 0.01 14
4 -L- 58+66 TO 58+86 LATERAL 3' BASE DITCH < 0.01 18
5 -L- 89+70 TO 90+66 LATERAL V DITCH 0.02
6 -L- 99+26 TO 99+30 36" RCP-III 0.02 < 0.01 223 23
BANK STABILIZATION < 0.01 12
7A -L- 107+80 TO 108+17 1@ 8' x 7' RCBC, < 0.01 < 0.01 79 32
BANK STABILIZATION < 0.01 44
7B -L- 108+30 TO 109+21 FLOODPLAIN PIPE 72" RCP-III 0.01 < 0.01 80 23
BANK STABILIZATION < 0.01 38
OTALS`: 0.01 0.01 0.04 0.17 0.06 1087 189 0
`Rounded totals are sum of actual impacts
NOTES:
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See Sheet 9-A For Index of Sheets
See Sheet 1-8 For Conventional Symbols
NCDOT CONTACT: BRETT ABERNATHY, PE
DIVISION 9 PROJECT MANAGER
����� �ll'' ��UJ��� ��������
�����1��� ��' �����%���
RO WA1�l . CO U1�lTY
LOCATI0111: OLD BEATTY FORD ROAD FROM WEST
OF BOSTIA11i ROAD INTERSECTI0111 TD
LENTZ ROAD
TYPE OF WORK GRADING, PAVING, DRAI11lAGE, TRAFFIC
COIVTROL, SIGNI11lG PAVEME11iT MARKIIVGS
A1VD STR UCTURES
� �
ti
�
\
0
�
N
BEGIN BRIDGE
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
50 25 0 50 loo ADT =
ADT =
PLANS DHV = % LENGTH ROADWAY TIP PROJECT W-5516 = 2.27 MILE
� _ ��O
so 25 o so ioo T— %* LENGTH STRUCTURE TIP PROJECT W-5516 = 0.12 MILE
V= 50 MPH TOTAL LENGTH TIP PROJECT W—SSl6 = 2.39 MILE
PROFILE (HORIZONTAL) * nST = DUAL
l0 5 0 l0 20
FUNC CLASS = COLLECTOR
PROFILE (VERTICAL) REGIONAL TIER
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD
Prepared for tAe
N�1h Carollnn DepartmeM
of Transportatlon
in fhe offlce of:
2012 STANDARD SPECIFlCATIONS
1� 5121 KingJi�niWaY.
����,Rn:,��"z���„
Engineering������ �����
RIGHT OF WAY DATE: DAVID C. WALLER, PE
SEPTEMBER 15, 2014 PROJECT ENGINEER
LETTIIVG DATE: HENRY BARE
SEPTEMBER 16, 2015 I'RO/ECT DESIGN ENGINEER
AT8 STATB PR0�551 R6NGR NO.
,�Co W 6
PROI. NO. . A PROI. N0.
44105.1.FD FISIP-1221(18
HYDRAULICS ENGINEER
P.E.
SLGNAT[1RE:
ROADWAY DESIGN
EIYGINEER
PE.
�
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�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
�DENOTES PERMANENT
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ENLARGED AREA
PLAN VIEW
SITE 1
LEGEND
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
�DENOTES PERMANENT
IMPACTS IN SURFACE WATER

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LEGEND
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
�DENOTES PERMANENT
IMPACTS IN SURFACE WATER

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�JO IOO TOTAL PROJECT LENGTH: 2.39 MILES ( � � � � � `.`r�� ���° , � :�•'' `���� � � �� I Ii �I I I�� i I � :�'� 6?,
PROPOSED BRIDGE: PIVE SPAN: 1 @ 83', o ' ° '`� � ���� .o ;' ' � , I� I � i �� I I � ' I I � ��
SCALE: I°= IOO� HORIZ. 3@ 117', 1@ 118'; 72" CONCRETE GIRDER$ 'O � � ' ��� , ��i� � I, I � �� �� � � II �,! I I .`��'���
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PLAN VIEW
SITE 6
LEGEND
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
�DENOTES PERMANENT
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ENLARGED
PLAN VIEW
SITE 7A & 7B
FLOODPLAIN PIPE
72" RCP BURIED 1'
\
� �c
�
\\ �
I.5' TH
m'r.I
CLASS 'I' RIP
�EOTEXTILE
1 1@ S' z 7' RCeC
BURIED i' /?V
EXGAVATION �
/ /
� � /
P s�LL
�
rv USE SILLS THROUGHOUT
CULVERT LENGTH; BACKFILL
W/NATIVE MATERIAL
EXCAVATION
� EXCAVATION=50 CY
INLET CHANNEL
(LOOKING DOWNSTREAM�
(NOT TO SCALE)
\ 1@ 8' z 7' RCBC
FLOODPLAIN PIPE BURIED 1'
\ 72" RCP BURIED 1'
\ EXCAVATION �j
\C
�� ___���
1.5' THICK
�nP.� r siu
�
CLASS 'I' RIP RAP � USE SILLS THROUGHOUT
vNGEOTE%TILE NLVERT LENGTH; BACKFILL
W/NATIVE MATERIAL
� E%CAVATION=70 CY
OUTLET CHANNEL
�LOOKING DOWNSTREAM)
�NOT TO SCALE�
LEGEND
�DENOTE$ TEMPORARY
IMPACTS IN SURFACE WATER
�DENOTES PERMANENT
IMPACTS IN SURFACE WATER