20210707 Ver 1_Pre-Filing Meeting Request_20210407

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office*
Reviewer List*
20210707
Version *
1
Fayetteville Regional Office - [phone]
Chad Turlington
Pre -Filing Meeting Request submitted 4/7/2021
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Todd Gingerich
[e-mail]
Blewett Falls Dam Culvert Replacement
Duke Energy Progress Inc.
Anson
Street Address
400 S Tryon Street
Address Line 2
City State / Rovince / Region
Charlotte North Carolina
Fbstal / Zip Code Country
28201 USA
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
fJ 401 Water Quality Certification - I— 401 Water Quality Certification -
Regular Express
I— Individual Permit I— Modification
r Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes (' No
Do you know the name of the staff member you would like to request a meeting with?
No
Please give a brief project description below and include location information. *
Duke Energy is looking to replace an existing failing box culvert. The
existing culvert is adjacent to a fishing platform that is currently being
constructed downstream of the Blewett Falls Dam in Anson County.
The existing culvert will be replaced by a round concrete pipe. It will
include concrete end walls at each invert and minimum riprap outlet
protection at the downstream end. Minimum riprap protection will
prevent additional erosion of the downstream channel.

Please give a couple of dates you are available for a meeting.
Please attach the documentation you would like to have the meeting about.
4j - 151852BF06-CV01-CP02 Culvert
273.42KB
Replacement-3.pdf
4j - 151852BF06-CV01-CP02 Culvert
98.62KB
Replacement-4.pdf
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 4/7/2021

148
•
• — —
• '+
START PROP.
CULVERT
(INV 144.66) IL.
\\
EX/STING
\ STREAM
\ CENTERLINE
\\
\\
II
REFERENCE
c▪ P
+
PROPOSED
PARKING LOT
+
PROPOSED
CONCRETE ENDWALL
1. EXISTING TOPOGRAPHIC SURVEY PERFORMED BY
SPARTINA LAND SURVEYING IN APRIL AND MAY 2019
(NGVD 1929).
2. STREAM AND ORDINARY HIGH WATER MARK DELINEATED
BY CEC, INC. ON 3/15/2019.
NN
REPLACEMENT OF EXISTING
FAILING BOX CULVERT
LEGEND
\ \ \
:./C5'.-_, x \\
` _146 —1 END CULVERT MATCH \\ ��,N \
�\ \EXISTING CULVERT '\ \\ N\ \ }
(INV 144.02) \\ \ N \\ \\ \\\
PROPOSED \\\ \ \\ \\\ \\\ \\\ \ \\ \\\6� \
CONCRETE ENDWALL \ \ \ \\ \\ N X \\ - \
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DWCP
EXISTING CULVERT
PROPOSED CULVERT
RIPRAP OUTLET PROTECTION
CONCRETE ENDWALL
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PROPOSED PAVED DRIVE /
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EX/S17NG FAILING BOX \
CULVERT (IN
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___141.� 1.25' THICK 6" D� RIPRAP
142 -----OUTLET PROTECTION TO
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+ PREVENT CHANNEL EROSION \ N
--- N
,ii
Civil & Environmental Consultants, Inc.
3701 Arco Corporate Drive • Suite 400 • Charlotte, NC 28273
Ph: 980.237.0373 • Fax: [phone]
www.cecinc.com
DUKE ENERGY
BLEWETT FALLS FISHING PLATFORM
BLEWETT FALLS LAKE
ANSON COUNTY, NORTH CAROLINA
CULVERT REPLACEMENT
PROPOSED PLAN
DRAWN BY:
DATE:
PAB CHECKED BY:
FEB 2021 DWG SCALE:
TMG APPROVED BY: TMG FIGURE NO.:
1 "=10' PROJECT NO:
151-852
3

160
PROPOSED CONCRETE ENDWALL
GRADE TO PROVIDE
POSITIVE DRAINAGE
TO PIPE INLET
ELEVATION
150
140
130
120
PROPOSED GRADE
1.54'
APPROXIMATE EXISTING
GROUND SURFACE
EX/S77NG FAILING BOX CULVERT
(TO BE REPLACED)
[PROPOSED
CONCRETE ENDWALL
NV 144.02
N
PROPOSED 32 LF 42"0 CL IV RCP CAD 2.00%
NV 144.66
APPROXIMATE
EX/STING
STREAM
CENTERL/NE
1.25' THICK 6" D50 RIPRAP
OUTLET PROTECTION TO
PREVENT CHANNEL EROSION
15' FROM END OF
CULVERT PIPE
APPROXIMATE EX/STING
STREAM CENTERLINE
160
150
140
130
120
0
0
+
0
M
+
0
+
0+00 0+50
CULVERT PROFILE
SCALE H:1 "=10'; V:1 "=10'
LEGEND
EXISTING CULVERT
1 PROPOSED CULVERT
RIPRAP OUTLET PROTECTION
0
co
+
0
N
+
0+80
ELEVATION
SCALE IN FEET
0 10
20
riff/7
Civil & Environmental Consultants, Inc.
3701 Arco Corporate Drive • Suite 400 • Charlotte, NC 28273
Ph: 980.237.0373 • Fax: [phone]
www.cecinc.com
DUKE ENERGY
BLEWETT FALLS FISHING PLATFORM
BLEWETT FALLS LAKE
ANSON COUNTY, NORTH CAROLINA
CULVERT REPLACEMENT
PROPOSED PROFILE
CONCRETE ENDWALL
DRAWN BY:
DATE:
PAB CHECKED BY:
TMG APPROVED BY: TMG FIGURE NO.:
FEB 2021 DWG SCALE:
1 "=10' PROJECT NO:
151-852
4