20200559 Ver 1_Approval Letter_20200611

June 10, 2020

DWR # 20-0559
GREENE County

NC Wildlife Resources Commission
Attn: Mr. Steven Bailey
1718 NC 56
Creedmoor, North Carolina 27522

Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
APPROVAL OF NEUSE RIPARIAN BUFFER IMPACTS WITH ADDITIONAL CONDITIONS
SNOW HILL BOAT ACCESS AREA

Dear Mr. Bailey:

You have our approval for the impacts listed below for the purpose described in your application dated
April 24, 2020 and received by the Division of Water Resources (Division) on April 24, 2020 with
subsequent information received on June 10, 2020. These impacts are covered by the attached Water
Quality General Certification Number 4132, NEUSE River Riparian Buffer Rules, and the conditions listed
below. This certification is associated with the use of Nationwide Permit Number 36 and General Regional
Permit No. 197800056 once it is issued to you by the U.S. Army Corps of Engineers. Please note that you
should get any other federal, state or local permits before proceeding with your project, including those
required by (but not limited to) Sediment and Erosion Control, Non-Discharge, and Water Supply
Watershed regulations.

This approval requires you to follow the conditions listed in the enclosed certification(s) or general
permit and the following additional conditions:

1. The following impacts are hereby approved provided that all of the other specific and general
conditions of the Certification are met. No other impacts are approved, including incidental
impacts. [15A NCAC 02H .0506(b)(c) and 15A NCAC 02B .0233(8)]

Type of Impact

Amount
Approved (units)
Permanent
Amount
Approved (units)
Temporary

Plan location/
Reference
Waters
OW-1 (Boat Ramp) 0.014 (acres) 0 (acres) Sheet Nos. CD-2.0, CD-
2.1, CD-3.0, CD-3.1,
CD-6.0 – CD-6.4,
CD-7.0 – CD-7.2,
CD-8.0 – CD-8.2, CD-
9.0 – CD-9.1
OW-2 (Shading from Pier) 0.004 (acres) 0 (acres)
OW-3 (Grading on Side of Ramp) 0 (acres) 0.014 (acres)
OW-4 (Fishing Pier Construction) 0 (acres) 0.001 (acres)
OW-5 (Shading from Courtesy Dock) 0.005 (acres) 0 (acres)
NC WILDLIFE RESOURCES COMMISSION
DWR # 20-0559
401 AND BUFFER APPROVAL
Page 2 of 4

Buffer (Zone 1)
B1 (Boat Ramp Installation) 584 (square feet) 0 (square feet)
Sheet Nos. CD-2.0, CD-
2.1, CD-3.0, CD-3.1,
CD-6.0 – CD-6.4,
CD-7.0 – CD-7.2,
CD-8.0 – CD-8.2, CD-
9.0 – CD-9.1
B2 (Fish Pier Access Walkway) 170 (square feet) 0 (square feet)
B3 (Pier Work Corridor) 0 (square feet) 1,441 (square
feet)
B4 (Driveway Improvements) 1,764 (square
feet) 0 (square feet)
B5 (Driveway Work Corridor) 0 (square feet) 828 (square feet)
B6 (Boat Ramp Work Corridor) 1,424 (square
feet) 0 (square feet)
Buffer (Zone 2)
B1 (Boat Ramp Installation) 442 (square feet) 0 (square feet) Sheet Nos. CD-2.0, CD-
2.1, CD-3.0, CD-3.1,
CD-6.0 – CD-6.4,
CD-7.0 – CD-7.2,
CD-8.0 – CD-8.2, CD-
9.0 – CD-9.1
B2 (Fish Pier Access Walkway)) 101 (square feet) 0 (square feet)
B3 (Pier Work Corridor) 0 (square feet) 581 (square feet)
B4 (Driveway Improvements) 1,099 (square
feet) 0 (square feet)
B5 (Driveway Work Corridor) 0 (square feet) 483 (square feet)
B6 (Boat Ramp Work Corridor) 745 (square feet) 0 (square feet)

2. Water Quality Certification
The proposed project must comply with all the conditions of the General Water Quality
Certification(s) 4132. [15A NCAC 02H .0507(c)]

3. Diffuse Flow
All stormwater must be directed and maintained as diffuse flow at non-erosive velocities through
the protected stream buffers such that it will not re-concentrate before discharging into a stream.
[15A NCAC 02H .0506(b)(5)]

4. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification. If you
change your project, you must notify the Division and you may be required to submit a new
application package with the appropriate fee. If the property is sold, the new owner must be given
a copy of this approval letter and General Certification and is responsible for complying with all
conditions. [15A NCAC 02H .0507(d)(2)]

5. The Permittee shall replant the vegetation within temporarily disturbed areas associated with this
project in an “in kind” manner immediately following construction. (Example: Disturbed areas
with pre-existing grassed lawns must be replanted with grass. Disturbed areas with pre-existing
trees or woody vegetation must be replanted with trees and woody vegetation. Disturbed areas
with pre-existing forest vegetation must be replanted with forest vegetation including at least two
different native hardwood tree species at a density sufficient to provide 260 trees per acre at
maturity. This density can usually be achieved by planting approximately 360 (11 x 11 spacing) to
538 (9 x 9 spacing) trees per acre.) Restoration of trees/shrubs/forest must be completed by the
first subsequent planting season (November 1 through March 30). Note, if the tree plantings do
not survive, they will need to be replaced such that the density is sufficient to provide 320 trees
per acre at maturity. [15A NCAC 02H .0507 (c), 15A NCAC 02H .0506 (b)(3), and 15A NCAC 02B
.0259(6)]

NC WILDLIFE RESOURCES COMMISSION
DWR # 20-0559
401 AND BUFFER APPROVAL
Page 3 of 4

6. Turbidity Standard
The Permittee shall adhere specially to 15A NCAC 02B .0211 Tidal Salt Water Quality for Class C
Waters (14) pH: shall be between 6.0 and 9.0 except that swamp waters may have a pH as low as
4.3 if it is the result of natural conditions; (21) Turbidity: the turbidity in the receiving water shall
not exceed 50 NTU; if turbidity exceeds this level due to natural background conditions, the
existing turbidity level shall not be increased. [15A NCAC 02B .0211]

7. This approval and their conditions are final and binding unless contested. [G.S. 143-215.5]

8. All riparian buffer impacts by the placement of temporary fill or clearing activity shall be restored
to the preconstruction contours and revegetated. (15A NCAC 02B .0259)

9. The applicant and/or authorized agent shall provide a completed Certificate of Completion form
to the Division within thirty (30) days of project completion (available at
http://edocs.deq.nc.gov/Forms/Certicate-of-Completion). [15A NCAC 02H .0506(b)(5)]

10. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification. If you
change your project, you must notify the Division and you may be required to submit a new
application package with the appropriate fee. If the property is sold, the new owner must be given
a copy of this approval letter and General Certification and is responsible for complying with all
conditions. [15A NCAC 02H .0507(d)(2)]

These Certifications can be contested as provided in Articles 3 and 4 of General Statute 150B by filing a
written petition for an administrative hearing to the Office of Administrative Hearings (hereby known as
OAH). A petition form may be obtained from the OAH at http://www.ncoah.com/ or by calling the OAH
Clerk’s Office at [phone] for information.

Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A petition is
considered filed when the original and one (1) copy along with any applicable OAH filing fee is received in
the OAH during normal office hours (Monday through Friday between 8:00am and 5:00pm, excluding official
state holidays).

The petition may be faxed to the OAH at [phone], provided the original and one copy of the petition
along with any applicable OAH filing fee is received by the OAH within five (5) business days following the
faxed transmission.

Mailing address for the OAH:

If sending via US Postal Service: If sending via delivery service (UPS, FedEx,
etc.):
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285

One (1) copy of the petition must also be served to DENR:

William F. Lane, General Counsel
Department of Environmental Quality
NC WILDLIFE RESOURCES COMMISSION
DWR # 20-0559
401 AND BUFFER APPROVAL
Page 4 of 4

1601 Mail Service Center
Raleigh, NC 27699-1601

This letter completes the review of the Division under section 401 of the Clean Water and Neuse Riparian
Buffer Rules. Please contact Anthony Scarbraugh at 252-948-3924 or [e-mail] if
you have any questions or concerns.

Sincerely,

Robert Tankard, Assistant Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ

Enclosure: GC 4132

cc: Emily Thompson, USACE Washington Regulatory Field Office (via email)
Randall Jones, DEMLR WaRO (via email)
Laserfiche

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27892 av
n ae a
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4" HT. REBAR CHAIR
WITH BASE (TYP) (2'
NOTES. -
MAX. SPACING)
1. ALL REINFORCEMENT FORM WORK, CONCRETE PLACEMENT AND CURING PRACTICES
SHALL CONFORM TO ACI-318- 1 1 BUILDING CODES FOR STRUCTURAL CONCRETE. READY MIX
CONCRETE SHALL MEET ASTM-C94 SPECIFICATION. REINFORCING STEEL SHALL BE GRADE-60
MEETING ASTM-A615 SPECIFICATIONS.
2. ABUTMENT BASE MUST BE LEVEL BEFORE PLACING FORMS AND REINFORCING STEEL.
J. MAINTAIN MIN. 3" CLEARANCE BETWEEN REINFORCING STEEL AND INSIDE OF FORMS AND
2" CLEARANCE BETWEEN TOP OF STEEL AND TOP SURFACE OF CONCRETE.
4. TIE STEEL USING SIMPLE WIRE TIE CONNECTIONS AT EACH INTERSECTION.
5. SUPPORT REBAR CAGE USING 4" HT REBAR CHAIRS ATTACHED TO STIRRUPS AT 2' MAX.
SPACING.
6. INSTALL ALL ANCHOR BOLTS FOR PIANO HINGE AND SAFETY CHAIN THROUGH PREDRILLED
HOLES IN FORM WORK. SECURE WITH WASHERS AND NUTS TO OUTER FACE OF FORM. TIE
A
BOLTS TO REBAR CAGE.
7. BLOCK OUT AS NECESSARY FOR PIANO HINGE.
8. USE VIBRATOR TO CONSOLIDATE CONCRETE AND ELIMINATE VOIDS IN CORNERS AND
AROUND EMBEDDED OBJECTS.
9. READY MIX CONCRETE SHALL BE 4500 PSI NCDOT CLASS AA WITH FIBER WITH 4"
SLUMP,
WITH BASE (TYP)
2' MAX. SPACING)
cKr^Tlnnl R-R
WOODEN FORM
WORK (TYP)
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Date: 412212020
File Name:
SNOWHILL-CONCEPTOWG
Designed: SPB
Drawn: SPB
Approved:
Sheet No.
C-6.2
06/10 20
20-0559
CAROLENGTHASREQUIREDFORSECTION, MAX 35.75' 8.
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PLAN VIEW NOTE: SEE CD-6.4 FOR DETAILS
AND NOTES OF PUSH SLAB.
Date: 412212020
File Name:
SNOWHILL-CONCEPTOWG
1/CD-6.3 Surveyed: WRC
PUSH SLAB SECTION VIEWS Drawn: SPB
NTS Approved:
Sheet No.
C-6.3
TYP)
U
O
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m
2.0'
06/10 20
20-0559
4" HT.
CHAlf
BASE
USE SIMPL
AT EA CA
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UNDER
B
DETAIL A
1/C".4
PUSH SLAB SECTION VIEWS
NTS
@ 12"
FORM
IES
0. C. IN
BOARD
USE SIMPLE TIE
AT ALL REBAR
CROSSINGS
4 BAR (TYP)-\
1 a " COVER-]
M
4" HT REBAR
CHAIR WITH Bf
TYP)
r#7 BAR
7 a ' PUSH SLAB
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1. ALL REINFORCEMENT FORM WORK, CONCRETE PLACEMENT AND CURING PRACTICES SHALL CONFORM TO
ACI-318-1 1 BUILDING CODES FOR STRUCTURAL CONCRETE. READY MIX CONCRETE SHALL MEET ASTM-C94
SPECIFICATION. REINFORCING STEEL SHALL BE GRADE-60 MEETING ASTM-A615 SPECIFICATIONS.
2. BASE FOR RAMP SHALL BE GRADED AS SHOWN IN THE PROFILE ON SHEET CD-6.0.
J. PROPER BASE FOR SLAB IS 1 FOOT OF SMALL CLASS B OR CLASS A RIP RAP COVERED WITH 6" OF WASHED
115, 1157, OR #4 STONE
4. PLACE MIN. 5 MIL POLYETHYLENE BARRIER BENEATH FORM WORK AND REINFORCING STEEL OF PUSH SLABS.
5. FORMS SHALL BE 2x8 LUMBER OR 8" METAL, EXCEPT FOR SLANTED 2x10 USED FOR LEADING EDGE.
6. NOTE #7 BARS ARE PLACED ABOVE #4 BARS. 4" HT REBAR CHAIRS ARE PLACED UNDER AND ATTACHED TO
4 BARS IN PATTERN SHOWN IN PLAN VIEW.
7. REBAR CONTACT LAPS SHALL BE MIN. OF 30 TIMES BAR DIAMETER AND JOINED BY SIMPLE TIES.
8. MAINTAIN MIN. 3" CLEARANCE BETWEEN REBAR AND INSIDE OF FORMS.
9. RUN #7 LONGITUDINAL BARS 24" BEYOND FORM ON UPHILL END OF SLAB THROUGH PREDRILLED HOLES TO
FORM POSITIVE BOND WITH SUBSEQUENT SLAB SECTION. REMOVE DRILLED FORM BEFORE POURING NEXT SECTION
OF SLAB.
10. WHERE POSSIBLE (NON -TIDAL WATERS), FORM AND POUR PUSH SLAB ON SLOPED SUBGRADE OF RAMPS SO
THAT FRONT EDGE OF SLAB IS AT LEAST 3' ABOVE WATER LEVEL. WHERE THERE IS LIKELIHOOD OF TIDAL
INUNDATION, POUR SLAB ON FLAT LAND PARALLEL AND IN LINE WITH THE PROPOSED LOCATION IF POSSIBLE.
11. FRONT PLANE OF SLAB SHALL BE ANGLED FORWARD AS SHOWN TO HELP PREVENT SLAB FROM DIGGING IN
DURING PUSH.
12. WET FORMS AND BASE PRIOR TO POURING CONCRETE.
13. READY MIX CONCRETE SHALL BE 4500 PSI NCDOT CLASS AA WITH FIBER WITH 4 INCH SLUMP.
14. USE VIBRATORY SCREED TO PREVENT HONEY COMBING.
15. FINISH SURFACE USING A V-GROOVING TOOL FABRICATED OUT OF PARALLEL 1 xl "x8" ALUMINUM ANGLES (AS
PER SOBA) TO PLACE 2" O.C. GROOVES AT A 60' ANGLE FROM THE SIDES DOWN THE ENTIRE LENGTH OF THE
SLAB. GROOVES SHOULD DIRECT RUNOFF DOWNSTREAM WHEN POSSIBLE.
16. USE AN EDGING TOOL TO CREATE A 4" WIDE SMOOTH FINISH ALONG EACH EDGE TO MINIMIZE SPALLING.
17. ALLOW SLAB TO CURE IN PLACE 21 DAYS BEFORE PUSHING INTO PLACE WITH A DOZER.
18. IN PLACE LOCATION SHOULD LEAVE ENOUGH OF THE PUSH SLAB ABOVE THE WATER LEVEL TO POUR THE
NEXT SECTION WITH THE NEW CONCRETE TOUCHING THE WATER.
19. AFTER SLAB IS IN PLACE, ALL ROCK AND DEBRIS SHALL BE REMOVED OFF THE RAMP.
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Date:
412212020 File
Name: SNOWHILL-
CONCEPTI) Designed:
SPB Drawn:
SPB Approved:
Sheet
No. C-
6.3
06/10 20
20-0559
0
HANDRAIL /
POST (TYP.) 2
BOAT RAMP
CONCRETE ABUTMENT - TOP:32. 50
5' WIDE SIDEWALK
CD
BASELINE FOR PROFILE
1 /CD-7.0 10 0 10 20 30
FISHING PIER
SCALE: 1 "=10'
Scale 1" = 10'
40
35
30
25
20
15
10
0+00
2/CD-7.0
PROFILE - FISHING PIER WALKWAY
SCALE: 1 "=10'
TOP OF HANDRAIL
ELEVATION 36.12
TOP OF DECKING
ELEVATION 32.50 NORMAL LOW WATER
TOP OF PILE CAPS ELEVATION - 24.2
GONG.
ABUTMENT
PILE
EX. GROUND ELEVATION
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Date: 412212020
File Name:
SNOWHILL-CONCEPTDWG
Surveyed: WRC
Designed: SPB
Drawn: SPB
Approved:
Sheet No.
C-7.0
06/10 20
20-0559
6X6 POE
4X12 HEADER
4
1 /CD-7.1
TOP VIEW - HANDRAILS AND DECKING REMOVED
SCALE: 1 /8"=1'
NORMAL LC
WATER LEVI
EX. GROUND
12/CD-7,1
SIDE VIEW
SCALE: 1 /8"=1'
LAP FLOOR JOISTS OVER BOTH 6X6 POST
TYP.)
JOIST (TYP.)
6X6 HANDRAIL POST
DNCRETE ABUTMENT
8 0 8
Scale 1/8" = 1'
FLOOR JOISTS
3/CD-7.1
NOT USED
SCALE: 1"=10'
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Date:
412212020 File
Name: SNOWHILL-
CONCEPTOWG Surveyed:
WRC Designed:
SPB Drawn:
SPB Approved:
Sheet
No. C-
7.1
06/10 20
20-0559
TYPE A
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TOP VIEW
SCALE: 1 /8"=1'
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2X6 DECKING BOAR
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2/CD-7.2
TYPE B GUARD SECTION
SCALE: 1 /2"=1'
FLOOR DECKING TO EXTEND TO
IN TYPE C AREAS
TYPE A
GUARD
BELOW
8 0 8
Scale 1/8" = 1'
T r IARD BEHIND
8 TOP CAP FOR TYPE B GUARD
2X4 OUTER RAILING BOARD
BETWEEN POSTS, ATTACH TO
2X4 FILLER AT EACH POST
AMI0 I
C4 BALUSTER @ 5.25"
C. (3.75" CLEAR
TWEEN BALUSTERS)
4 OUTER RAILING BOARD
FWEEN POSTS, ATTACH TO
4 FILLER AT EACH POST
OUTER RAILING TOE
4RD ON OUTSIDE OF POSTS
EXTEND DECKING BOARDS TO OUTSIDE
OF POSTS FOR GUARD SECTION B
2X4 INNER RAILING BOARD,
ATTACH TO FACE nT DncT
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WHERE POS
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3/CD-7.2
TYPE A GUARD SECTION
SCALE: 1 /2"=1'
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ATTACH TO FACE OF POST,
SPAN ACROSS THREE POSTS
WHERE POSSIBLE
2X4 OUTER RAILING TOE
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GUARD
1-1 CAP
2X4 OUTER RAILING BOARD
BETWEEN POSTS, ATTACH TO
2X4 FILLER AT EACH POST
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Name: SNOWHILL-
CONCEPTOWG Designed:
SPB Drawn:
SPB Approved:
Sheet
No. C-
7.2
06/10 20
20-0559
7" MIN. 4000 PSI CONCRETE CeAig(
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CONSTRUCT CONCRETE SIDEWALK 5' WIDE UNLESS OTHERWISE CONCRETE PAVEMENT NOTES: to O r DENOTED
ON THE PLANS 1. INSTALL EXPANSION JOINTS AT 40' ON CENTER 9 W U M 2.
PLACE A GROOVE JOINT 1 " DEEP WITH %a" RADII AT 5' INTERVALS. 2. INSTALL CONTRACTION JOINTS AS INDICATED ON THE PLANS. 2 U) L Z q ONE %
2" EXPANSION JOINT REQUIRED AT 50' INTERVALS AND WHERE J. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 0
W -0 o SIDEWALK
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ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF uj
4.
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PSI 5. ALL ADA PARKING SPACES SHALL HAVE A MAXIMUM SLOPE OF 1.8% w co W a)
1/
CD-8.0 4, BROOM FINISH SIDEWALKS. 2/CD-8.0 N ANY DIRECTION. O g ;
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Date:
412212020 File
Name: SNOWHILL-
CONCEPTDWG Surveyed:
WRC Designed:
SPB Drawn:
SPB Approved:
Sheet
No. C-
8.0
06/10 20
20-0559
1. ALL SIGNAGE INSTALLED SHALL CONFORM TO STANDARDS SET FORTH BY THE LATEST PUBLISHED
1000¢ EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), THE NORTH CAROLINA
ta:a q°AE0940e$
9 v11CA
DEPARTMENT OF TRANSPORTATION (NCDOT) STANDARD CONSTRUCTION DRAWINGS
2. SIGNAGE MATERIAL SHALL CONFORM TO MUTCD COLOR AND REFLECTIVITY STANDARDS AND SHALL AT A 0ha
MINIMUM BE ENGINEERING GRADE REFLECTIVE MATERIAL, EXCEPT STOP S/GNS. STOP SIGNS SHALL BE a
CONSTRUCTED OF HI -INTENSITY GRADE MATERIAL ON A 30-INCH BY 30-INCH OCTAGONAL STOP SIGN 6 SEA m
BLANK. NCDOT STANDARD p 27892
3. ALL SIGNS, EXCEPT HANDICAP ACCESSIBLE PARKING, SHALL BE MOUNTED IN A MANNER THAT THE 3 LB/LT "U" a
BOTTOM OF THE SIGN /S A MINIMUM OF SEVEN FEET (7-FT) ABOVE GROUND LEVEL. CHANNEL POST
Q •II :' m
4. GROUND MOUNTED SIGN POSTS USED TO INSTALL SIGNAGE, EXCEPT FOR HANDICAP PARKING SIGNS,
SHALL BE 12 FEET LONG AND CONSTRUCTED "U"
a`I3'I.Q o
OF 14 GAUGE GALVANIZED STEEL CHANNEL POSTS OR TWO
INCH (2-IN) GALVANIZED SQUARE STEEL TUBING. ALL GROUND MOUNTED SIGN POSTS SHALL HAVE 318TH VAN ACCESSIBLE VAN
INCH HOLES DOWN THE CENTER OF THE POST DRILLED AT ONE INCH (I -IN) SPACING FOR THE ENTIRE AS REQUIRED ACCESSIBLE CD
1010
LENGTH OF THE POST. z N
5. GROUND MOUNTED SIGN POSTS, EXCEPT FOR HANDICAP ACCESSIBLE PARKING, SHALL BE DRIVEN TO A 7
g 1-- N
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STOP
0 TYP.) GENERAL
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STRIPED
ISLE/
WALK
ADA PARKING SIGN
CONTRACTION SF Date: 412212020
ADA
PARKING SIGN,
JOINT (TYP.) ADA PARKING SIGN, / File Name: VAN ACCESSIBLE VAN
ACCESSIBLE 5 SNOWHILL-CONCEPTOWG Surveyed:
WRC 2/
CD-8.
1 3/CD-8.1 SPB Drawn:ed
SPB
HANDICAP
PARKING
LAYOUT
ADA PARKING SIGNAGE Approved: SCALE: 1 "=1
O' NTS Sheet No. C-8.1
06/10 20
20-0559
NOTES:
1. KIOSK HAS 4 POD
2. CONCRETE FOOTI
ON DELIVERED SIGN L
KIOSKNTS
ROLL AND BURY FABRIC
AT EDGE OF CHANNEL
TOP OF RIP RAP LOWER THAN EDGE OF
DRIVEWAY WERE PLACED ALONG SIDE
ENTRANCE DRIVE
CLASS B RIP RAP,
18" THICK
GEOTEXTILE FABRIC UNDER RIP RAP
APPARENT OPENING SIZE - #70 SIEVE OR SMALLER
LESS THAN 10% OPEN AREA OF FABRIC
MIN. 200 LB TENSILE GRAB STRENGTH
MIN. 80 LB PUNCTURE STRENGTH
MIN. 50%@ STRENGTH RETENTION AT 500 HOURS UV
EXPOSURE, MIN. 15% ELONGATION
3/CD-8.2
RIP RAP SLOPE PROTECTION
NTS
CONCRETE PAVEMENT NOTES:
1. INSTALL EXPANSION JOINTS AT 45' ON CENTER
2. INSTALL CONTRACTION JOINTS AT 15' ON CENTER
3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI
4. BROOM FINISH
TO BE
HOED BY
C AND
ILLED NCWRC DIRECTION OF STREAM FLOW
CRETE
WIDTH AS SHOWN ON PLAN
CROWN AT CENTER OF DRIVE
21' SLOPE T 27 SLOPE
a
Ill li — p
7" MIN. 4000 PSI CONCRETE
COMPACTED SUBGRADE
TURNED DOWN EDGE ON DOWNSTREAM SIDE OF DRIVEWAY
2/CD-8.2
CONCRETE DRIVEWAY SECTION
NTS
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CD
Date:
412212020 SNOWHILL-
CONCEPTOWG Designed:
SPB Drawn:
SPB Approved:
Sheet
No. C-
8.2
06/10 20
20-0559
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY GENERAL CERTIFICATION NO.4132
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR US ARMY CORPS OF ENGINEERS
• NATIONWIDE PERMIT 3 (MAINTENANCE),
• NATIONWIDE PERMIT 4 (FISH AND WILDLIFE HARVESTING, ENHANCEMENT, AND
ATTRACTION DEVICES AND ACTIVITIES),
• NATIONWIDE PERMIT 5 (SCIENTIFIC MEASUREMENT DEVICES),
• NATIONWIDE PERMIT 6 (SURVEY ACTIVITIES),
• NATIONWIDE PERMIT 7 (OUTFALL STRUCTURES AND ASSOCIATED INTAKE STRUCTURES),
• NATIONWIDE PERMIT 19 (MINOR DREDGING),
• NATIONWIDE PERMIT 20 (RESPONSE OPERATIONS FOR OIL OR HAZARDOUS SUBSTANCES),
• NATIONWIDE PERMIT 22 (REMOVAL OF VESSELS),
• NATIONWIDE PERMIT 25 (STRUCTURAL DISCHARGES),
• NATIONWIDE PERMIT 30 (MOIST SOIL MANAGEMENT FOR WILDLIFE),
• NATIONWIDE PERMIT 32 (COMPLETED ENFORCEMENT ACTIONS),
• NATIONWIDE PERMIT 36 (BOAT RAMPS),
• REGIONAL GENERAL PERMIT 197800056 (PIERS, DOCKS AND BOATHOUSES), AND
• REGIONAL GENERAL PERMIT 197800125 (BOAT RAMPS)
Water Quality Certification Number 4132 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 Regulations in 15A NCAC 02H .0500 and 15A NCAC 02B .0200 for the discharge of fill
material to surface waters and wetland areas as described in 33 CFR 330 Appendix A (B) (3, 4, 5,
6, 7, 19, 20, 22, 25, 30, 32, and 36) of the US Army Corps of Engineers regulations and Regional
General Permits 197800056 and 197800125.
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.
Effective date: December 1, 2017
Signed this day: December 1, 2017
By
for Linda Culpepper
Interim Director

GC4132
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 Resources (DWR):
a) If any of the conditions of this Certification (listed below) cannot be met; or
b) Total additional permanent impacts to streams (including stream relocations or
restorations) greater than 40 linear feet at an existing stream impact location; or
c) Total temporary and permanent impacts to wetlands or open waters equal to or greater
than one -tenth (1/10) of an acre; or
d) Complete dewatering and drawdowns to a sediment layer related to pond/dam
maintenance or removal; or
e) Any impacts to streams from excavation or dredging other than excavation that is
conducted as preparation for installing permanent fill or structures or projects qualifying
for a Nationwide Permit 19; or
f) Except for projects qualifying for a Nationwide permit 3, any permanent impacts to
waters, or to wetlands adjacent to waters, designated as: ORW (including SAV), HQW
(including PNA), SA, WS-I, WS-II, Trout, or North Carolina or National Wild and Scenic
River; or
g) Any high -density project, as defined in 15A NCAC 02H .1003(2)(a) and by the density
thresholds specified in 15A NCAC 02H .1017, which:
i. Disturbs one acre or more of land (including a project that disturbs less than one
acre of land that is part of a larger common plan of development or sale); and
ii. Has permanent wetland, stream or open water impacts; and
iii. Is proposing new built -upon area; and
iv. Does not have a stormwater management plan reviewed and approved under a
state stormwater program' or a state -approved local government stormwater
program'.
Projects that have vested rights, exemptions, or grandfathering from state or locally -
implemented stormwater programs and projects that satisfy state or locally -
implemented stormwater programs through use of community in -lieu programs require
written approval; or
h) Any permanent impacts to coastal wetlands [15A NCAC 07H .0205], or Unique Wetlands
(UWL); or
i) Any impact associated with a Notice of Violation or an enforcement action for
violation(s) of NC Wetland Rules (15A NCAC 02H .0500), NC Isolated Wetland Rules (15A
NCAC 02H .1300), NC Surface Water or Wetland Standards (15A NCAC 02B .0200), or
State Regulated Riparian Buffer Rules (15A NCAC 02B .0200); or
j) Any impacts to subject water bodies and/or state regulated riparian buffers along
subject water bodies in the Neuse, Tar -Pamlico, or Catawba River Basins or in the
Randleman Lake, Jordan Lake or Goose Creek Watersheds (or any other basin or
watershed with State Regulated Riparian Area Protection Rules [Buffer Rules] in effect
at the time of application) unless:
1 e.g. Coastal Counties, HOW, ORW, or state -implemented Phase II NPDES
2 e.g. Delegated Phase II NPDES, Water Supply Watershed, Nutrient -Sensitive Waters, or Universal Stormwater
Management Program
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i. The activities are listed as "EXEMPT" from these rules; or
ii. A Buffer Authorization Certificate is issued by the NC Division of Coastal
Management (DCM); or
iii. A Buffer Authorization Certificate or a Minor Variance is issued by a delegated or
designated local government implementing a state riparian buffer program
pursuant to 143-215.23.
Activities included in this General Certification that do not meet one of the thresholds listed
above do not require written approval.
I. ACTIVITY SPECIFIC CONDITIONS:
1. For all dam removal projects meeting the definition under G.S. 143-215.25 and
requirements under G.S. 143-215.27 of a professionally supervised dam removal, the
applicant shall provide documentation that any sediment that may be released has similar
or lower level of contamination than sediment sampled from downstream of the dam in
accordance with Session Law 2017-145.
2. For the North Carolina Department of Transportation, compliance with the NCDOT's
individual NPDES permit NCS000250 shall serve to satisfy this condition. All other high -
density projects that trigger threshold item (g) above shall comply with one of the following
requirements: [15A NCAC 02H .0506(b)(5) and (c)(5)]
a. Provide a completed Stormwater Management Plan (SMP) for review and approval,
including all appropriate stormwater control measure (SCM) supplemental forms and
associated items, that complies with the high -density development requirements of 15A
NCAC 02H .1003. Stormwater management shall be provided throughout the entire
project area in accordance with 15A NCAC 02H .1003. For the purposes of 15A NCAC
02H .1003(2)(a), density thresholds shall be determined in accordance with 15A NCAC
02H .1017.
b. Provide documentation (including calculations, photos, etc.) that the project will not
cause degradation of downstream surface waters. Documentation shall include a
detailed analysis of the hydrological impacts from stormwater runoff when considering
the volume and velocity of stormwater runoff from the project built upon area and the
size and existing condition of the receiving stream(s).
Exceptions to this condition require application to and written approval from DWR.
II. GENERAL CONDITIONS:
1. When written authorization is required, the plans and specifications for the project are
incorporated into the authorization by reference and are an enforceable part of the
Certification. Any modifications to the project require notification to DWR and may require
an application submittal to DWR with the appropriate fee. [15A NCAC 02H .0501 and .0502]
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2. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the
footprint of the impacts (including temporary impacts) as authorized in the written approval
from DWR; or beyond the thresholds established for use of this Certification without
written authorization. [15A NCAC 02H .0501 and .05021
No removal of vegetation or other impacts of any kind shall occur to state regulated riparian
buffers beyond the footprint of impacts approved in a Buffer Authorization or Variance or
as listed as an exempt activity in the applicable riparian buffer rules. [15A NCAC 02B .0200]
3. In accordance with 15A NCAC 02H .0506(h) and Session Law 2017-10, compensatory
mitigation may be required for losses of greater than 300 linear feet of perennial streams
and/or greater than one (1) acre of wetlands. Impacts associated with the removal of a
dam shall not require mitigation when the removal complies with the requirements of Part
3 of Article 21 in Chapter 143 of the North Carolina General Statutes. Impacts to isolated
and other non-404 jurisdictional wetlands shall not be combined with 404 jurisdictional
wetlands for the purpose of determining when impact thresholds trigger a mitigation
requirement. For linear publicly owned and maintained transportation projects that are not
determined to be part of a larger common plan of development by the US Army Corps of
Engineers, compensatory mitigation may be required for losses of greater than 300 linear
feet per perennial stream.
Compensatory stream and/or wetland mitigation shall be proposed and completed in
compliance with G.S. 143-214.11. For applicants proposing to conduct mitigation within a
project site, a complete mitigation proposal developed in accordance with the most recent
guidance issued by the US Army Corps of Engineers Wilmington District shall be submitted
for review and approval with the application for impacts.
4. All activities shall be in compliance with any applicable State Regulated Riparian Buffer
Rules in Chapter 2 of Title 15A.
5. When applicable, all construction activities shall be performed and maintained in full
compliance with G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973).
Regardless of applicability of the Sediment and Pollution Control Act, all projects shall
incorporate appropriate Best Management Practices for the control of sediment and
erosion so that no violations of state water quality standards, statutes, or rules occur. [15A
NCAC 02H .0506 (b)(3) and (c)(3) and 15A NCAC 02B .0200]
Design, installation, operation, and maintenance of all sediment and erosion control
measures shall be equal to or exceed the requirements specified in the most recent version
of the North Carolina Sediment and Erosion Control Manual, or for linear transportation
projects, the NCDOT Sediment and Erosion Control Manual.
All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
sites, including contractor -owned or leased borrow pits associated with the project.
Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
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For borrow pit sites, the erosion and sediment control measures shall be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual. Reclamation measures and implementation shall
comply with the reclamation in accordance with the requirements of the Sedimentation
Pollution Control Act and the Mining Act of 1971.
If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), SA,
WS-I, WS-II, High Quality Waters (HQW), or Outstanding Resource Waters (ORW), then the
sedimentation and erosion control designs shall comply with the requirements set forth in
15A NCAC 0413.0124, Design Standards in Sensitive Watersheds.
6. Sediment and erosion control measures shall not be placed in wetlands or waters except
within the footprint of temporary or permanent impacts authorized under this Certification.
Exceptions to this condition require application to and written approval from DWR. [15A
NCAC 02H .0501 and .0502]
7. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be
used along streambanks or within wetlands. Exceptions to this condition require
application to and written approval from DWR. [15A NCAC 026 .0201]
8. An NPDES Construction Stormwater Permit (NCG010000) is required for construction
projects that disturb one (1) or more acres of land. The NCGO10000 Permit allows
stormwater to be discharged during land disturbing construction activities as stipulated in
the conditions of the permit. If the 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. [15A
NCAC 02H .0506(b)(5) and (c)(5)]
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. [15A NCAC 02H
.0506(b)(5) and (c)(5)]
9. All work in or adjacent to streams 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 to and written approval from DWR.
[15A NCAC 02H .0506(b)(3) and (c)(3)]
10. If activities must occur during periods of high biological activity (e.g. 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. [15A NCAC 02H .0506
(b)(2) and 15A NCAC 046.0125]
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GC4132
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) shall be implemented. Exceptions to
this condition require written approval by the resource agency responsible for the given
moratorium. A copy of the approval from the resource agency shall be forwarded to DWR.
Work within a designated trout watershed of North Carolina (as identified by the
Wilmington District of the US Army Corps of Engineers), or identified state or federal
endangered or threatened species habitat, shall be coordinated with the appropriate WRC,
USFWS, NMFS, and/or DMF personnel.
11. Culverts 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. The dimension,
pattern, and profile of the stream above and below a pipe or culvert shall 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 shall be
such as to pass the average historical low flow and spring flow without adversely altering
flow velocity. [15A NCAC 02H .0506(b)(2) and (c)(2)]
Placement of culverts and other structures in streams shall be below the elevation of the
streambed by one foot for all culverts with a diameter greater than 48 inches, and 20% 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.
If multiple pipes or barrels are required, they shall be designed to mimic the existing stream
cross section as closely as possible, including pipes or barrels at flood plain elevation and/or
sills where appropriate. Widening the stream channel shall be avoided.
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 (e.g.
rock ladders, cross vanes, etc.). Notification, including supporting documentation to include
a location map of the culvert, culvert profile drawings, and slope calculations, shall be
provided to DWR 60 calendar 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, including
supporting documentation such as a location map of the culvert, geotechnical reports,
photographs, etc. shall be provided to DWR a minimum of 60 calendar days prior to the
installation of the culvert. If bedrock is discovered during construction, then DWR 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 to and
written approval from DWR.
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GC4132
Installation of culverts in wetlands shall ensure continuity of water movement and be
designed to adequately accommodate high water or flood conditions. When roadways,
causeways, or other fill projects are constructed across FEMA-designated floodways or
wetlands, openings such as culverts or bridges shall be provided to maintain the natural
hydrology of the system as well as prevent constriction of the floodway that may result in
destabilization of streams or wetlands.
The establishment of native woody vegetation and other soft stream bank stabilization
techniques shall be used where practicable instead of rip -rap or other bank hardening
methods.
12. Bridge deck drains shall not discharge directly into the stream. Stormwater shall be
directed across the bridge and pre-treated through site -appropriate means to the maximum
extent practicable (e.g. grassed swales, pre -formed scour holes, vegetated buffers, etc.)
before entering the stream. Exceptions to this condition require application to and written
approval from DWR. [15A NCAC 02H .0506(b)(5)]
13. Application of fertilizer to establish planted/seeded vegetation within disturbed riparian
areas and/or wetlands shall be conducted at agronomic rates and shall comply with all
other Federal, State and Local regulations. Fertilizer application shall be accomplished in a
manner that minimizes the risk of contact between the fertilizer and surface waters. [15A
NCAC 02B .0200 and 15A NCAC 02B .0231]
14. If concrete is used during 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.
[15A NCAC 026.0200]
15. All proposed and approved temporary fill and culverts shall be removed and the impacted
area shall be returned to natural conditions within 60 calendar days after the temporary
impact is no longer necessary. The impacted areas shall be restored to original grade,
including each stream's original cross sectional dimensions, planform pattern, and
longitudinal bed profile. For projects that receive written approval, no temporary impacts
are allowed beyond those included in the application and authorization. All temporarily
impacted sites shall be restored and stabilized with native vegetation. [15A NCAC 02H
.0506(b)(2) and (c)(2)]
16. All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams shall be
installed 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 or the
North Carolina Department of Transportation Best Management Practices for Construction
and Maintenance Activities so as not to restrict stream flow or cause dis-equilibrium during
use of this Certification. [15A NCAC 02H .0506(b)(2) and (c)(2)]
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GC4132
17. Any rip -rap 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 be placed 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 or in a manner that precludes aquatic life passage.
[15A NCAC 02H .0506(b)(2)]
18. Any rip -rap used for stream or shoreline stabilization shall be of a size and density to
prevent movement by wave, current action, or stream flows and shall 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. [15A NCAC 02H .0506(b)(2)]
19. Applications for rip -rap groins proposed in accordance with 15A NCAC 07H .1401 (NC
Division of Coastal Management General Permit for construction of Wooden and Rip -rap
Groins in Estuarine and Public Trust Waters) shall meet all the specific conditions for design
and construction specified in 15A NCAC 07H .1405.
20. All mechanized equipment operated near surface waters should be inspected and
maintained regularly to prevent contamination of surface waters from fuels, lubricants,
hydraulic fluids, or other toxic materials. Construction shall be staged in order to minimize
the exposure of equipment to surface waters to the maximum extent practicable. Fueling,
lubrication and general equipment maintenance shall be performed in a manner to prevent,
to the maximum extent practicable, contamination of surface waters by fuels and oils. [15A
NCAC 02H .0506 (b)(3) and (c)(3) and 15A NCAC 02B .0211 (12)]
21. Heavy equipment working in wetlands shall be placed on mats or other measures shall be
taken to minimize soil disturbance. [15A NCAC 02H .0506 (b)(3) and (c)(3)]
22. In accordance with 143-215.85(b), the applicant shall report any petroleum spill of 25
gallons or more; any spill regardless of amount that causes a sheen on surface waters; any
petroleum spill regardless of amount occurring within 100 feet of surface waters; and any
petroleum spill less than 25 gallons that cannot be cleaned up within 24 hours.
23. If an environmental document is required under the State Environmental Policy Act (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. If an environmental
document is required under the National Environmental Policy Act (NEPA), then this
General Certification is not valid until a Categorical Exclusion, the Final Environmental
Assessment, or Final Environmental Impact Statement is published by the lead agency. [15A
NCAC 01C .0107(a)]
24. This General Certification does not relieve the applicant of the responsibility to obtain all
other required Federal, State, or Local approvals before proceeding with the project,
including those required by, but not limited to, Sediment and Erosion Control, Non -
Discharge, Water Supply Watershed, and Trout Buffer regulations.
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GC4132
25. The applicant 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 DWR 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 DWR may revoke or
modify a written authorization associated with this General Water Quality Certification.
[15A NCAC 02H .0507(d)]
26. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall
provide each of its contractors and/or agents associated with the construction or
maintenance of this project with a copy of this Certification. A copy of this Certification,
including all conditions shall be available at the project site during the construction and
maintenance of this project. [15A NCAC 02H .0507 (c) and 15A NCAC 02H .0506 (b)(2) and
(c)(2)]
27. 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 a certificate of completion (available on the DWR
website https://edocs.deg.nc.gov/Forms/Certificate-of-Completion). [15A NCAC 02H
.0502(f)]
28. 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. [15A NCAC 02H .0507(c)]
29. If the property or project is sold or transferred, the new permittee shall be given a copy of
this Certification (and written authorization if applicable) and is responsible for complying
with all conditions. [15A NCAC 02H .0501 and .0502]
III. GENERAL CERTIFICATION ADMINISTRATION:
1. In accordance with North Carolina General Statute 143-215.31)(e), written approval for a
401 Water Quality General Certification must include the appropriate fee. An applicant for
a CAMA permit under Article 7 of Chapter 113A of the General Statutes for which a Water
Quality Certification is required shall only make one payment to satisfy both agencies; the
fee shall be as established by the Secretary in accordance with 143-215.3D(e)(7).
2. This Certification neither grants nor affirms any property right, license, or privilege in any
waters, or any right of use in any waters. This Certification does not authorize any person
to interfere with the riparian rights, littoral rights, or water use rights of any other person
and this Certification does not create any prescriptive right or any right of priority regarding
any usage of water. This Certification shall not be interposed as a defense in any action
respecting the determination of riparian or littoral rights or other rights to water use. No
consumptive user is deemed by virtue of this Certification to possess any prescriptive or
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GC4132
other right of priority with respect to any other consumptive user regardless of the quantity
of the withdrawal or the date on which the withdrawal was initiated or expanded.
3. This Certification grants permission to the Director, an authorized representative of the
Director, or DWR staff, upon the presentation of proper credentials, to enter the property
during normal business hours. [15A NCAC 02H .0502(e)]
4. This General Certification shall expire on the same day as the expiration date of the
corresponding Nationwide Permit 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. This General
Certification is rescinded when the US Army Corps of Engineers reauthorizes any of the
corresponding Nationwide Permits and/or Regional General Permits or when deemed
appropriate by the Director of the Division of Water Resources.
5. 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.
6. The Director of the North Carolina Division of Water Resources may require submission of a
formal application for Individual Certification for any project in this category of activity if it
is deemed in the public's best interest or 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 waters or
downstream waters are precluded.
History Note: Water Quality Certification (WQC) Number 4132 issued December 1, 2017
replaces WCQ 4085 issued March 3, 2017; WQC 3883 issued March 19, 2012; WQC Number
3687 issued November 1, 2007; WQC Number 3624 issued March 19, 2007; WQC Number 3494
issued December 31, 2004; and WQC Number 3376 issued March 18, 2002.
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