20240336_Duke_Southpoint_review files

State of North Carolina
10 1
.!11JT k I
Department of Environmental Quality
Dlvlslon of Water Resources Division of Water Resources
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization
FORM: BA 10-2013
Riparian Buffer Authorization Form
A.
Applicant Information
1.
Project Information
1 a. Name of project:
South Point Access Area Kayak Launch
1 b. County:
Gaston County
1 c. Nearest municipality:
Belmont, NC
1d. Subdivision name:
N/A
1 e. Is the project located in any of North Carolina's twenty coastal counties?
If yes, answer 1f below.
❑ Yes ® No
1f. Is the project located within a NC Division of Coastal Management Area of
Environmental Concern (AEC)?
❑ Yes ® No
2.
Owner Information
2a. Name on Recorded Deed:
Duke Energy Carolinas, LLC
2b. Deed Book and Page No.
2479
2c. Map Book and Page No.
(include a copy of the
recorded map that indicates
when the lot was created):
0629
2d. Responsible Party
(for Corporations):
Duke Energy Carolina, LLC
2e. Street address:
525 South Tryon Street
2f. City, state, zip:
Charlotte, NC 28202
2g. Telephone no.:
2h. Fax no.:
2i. Email address:
3.
Applicant Information (if different from owner)
3a. Applicant is:
❑ Agent ® Other, specify: Owners Representative
3b. Name:
Brian Couture
3c. Business name
(if applicable):
Duke Energy Carolinas, LLC / Regulated Renewables Regional Services
3d. Street address:
525 South Tryon Street - DEP 35B
3e. City, state, zip:
Charlotte, NC 28202
3f. Telephone no.:
614.668.6191
3g. Fax no.:
3h. Email address:
[e-mail]
4.
Agent/Consultant Information (if applicable)
4a. Name:
Chris Huysman
4b. Business name
if applicable):
Wetlands and Waters, Inc.
4c. Street address:
328 East Broad Street
4d. City, state, zip:
Statesville, NC 28677
4e. Telephone no.:
336.406.0906
4f. Fax no.:
4g. Email address:
[e-mail]
FORM: BA 10-2013 Page 1 of 5

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
3592801215
1 b. Site coordinates (in decimal degrees):
Latitude: 35.16112 Longitude: 81.01355
1 c. Property size:
44.39 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Lake Wylie
2b. Water Quality Classification of nearest receiving water:
WS-V,B
2c. River basin:
Catawba
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application:
The site is a public lake access area that is part of the Catawba-Wateree Hydroelectric Area (FERC No.
2232). Existing public facilities include a boat ramp, parking, swimming area, fishing piers, hiking trails and
other passive recreational areas. The land use in the general area is an established public access area and
residential lake front lots.
3b. Attach an 8'/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c. Attach an 8'/2 x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
There are no streams or wetlands proximate to the proposed activity.
3e. Explain the purpose of the proposed project:
Duke Energy Carolinas, LLC, proposes to upgrade the South Point Access Area to enhance public recreation
opportunities on Lake Wylie in Gaston County, NC. This facility is in compliance with the Federal Energy
Regulatory Commission (FERC) approved Recreation Management Plan (RMP) for the Catawba-Wateree
Hydroelectric Project FERC No. 2232
3f. Describe the overall project in detail, including the type of equipment to be used:
The attached drawings depict the construction of a canoe / kayak launch and its associated pedestrian
access trail to Lake Wylie: The launch requires grading in zones 1 and 2 to achieve Americans with
Disabilities Act requirements for access to the water. The location minimizes impacts to existing buffers by
siting it in a small natural cove that limits the necessary grading. The launch location is situated away from
the power boat launch area to limit conflicts.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by
❑ Yes ® No ❑ Unknown
the Corps or State been requested or obtained for this
Comments:
property/ project(including all priorphases) in thepast?
4b. If yes, who delineated the jurisdictional areas?
Agency/ Consultant Company: W&W Inc
Name (if known): Chris Huysman
Other:
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
5. Project History
5a. Have permits or certifications been requested or obtained
❑ Yes ❑ No ❑ Unknown
for this project(including all priorphases) in thepast?
5b. If yes, explain and detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
FORM: BA 10-2013 Page 2 of 5

C. Proposed Impacts Inventory
1. Buffer Impacts
1a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ® Catawba
❑ Randleman ❑ Jordan ❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of
this form.
Buffer impact
Reason for
Type of impact
Stream name
Buffer
Zone 1
Zone 2
number—
impact
(exempt, allowable,
mitigation
impact
impact
Permanent (P)
allowable w/
required?
(sq ft)
(sq ft)
or Temporary
mitigation)
T
131 ® P ❑ T
6' wide access
Allowable
Lake Wylie
❑ Yes ® No
780 sqft
B2 ® P ❑ T
Kayak access
Allowable
Lake Wylie
❑ Yes ® No
372 sqft
B3 ❑ P ® T
Grading (ADA
Allowable
Lake Wylie
El Yes ® No
4073
Requirement)
sqft
B4 ❑ P ® T
Grading ADA
Allowable
Lake Wylie
❑ Yes ® No
2567 sqft
kayak access
B5 ❑ P ❑ T
❑ Yes ❑ No
136 ❑ P ❑ T
❑ Yes ❑ No
Total buffer impacts
1c. Comments: All clearing and grading is the minimum necessary to achieve ADA accessibility.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The location of the proposed kayak launch utilizes a small cove area that minimizes grading impacts in zones
1 and 2. No other area on the site can provide access for the launch with less impacts to riparian buffers.
There are some existing hazard trees that will be removed. The applicant will revegetate the graded areas in
accordance with an approved erosion control plan.
1 b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques. The attached site plan depicts erosion control measures that are proposed during the
construction of the site. The site incorporates stormwater control measures for impervious areas.
2. Buffer Mitigation
2a.
Will the project result in an impact within a protected riparian buffer that
❑ Yes ® No
requires buffer mitigation?
2b.
If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet
square feet
Zone 1
3 (2 for Catawba)
Zone 2
1.5
Total buffer mitigation required:
2c.
If buffer mitigation is required, is payment to a mitigation bank or NC DMS
❑ Yes ❑ No
proposed?
2d.
If yes, attach the acceptance letter from the mitigation bank or NC DMS.
2e.
If no, then discuss what type of mitigation is proposed.
All graded areas will be seeded and stabilized in accordance with an approved erosion control plan.
2f.
Comments: Five 2-4 inch caliper trees will be planted in the construction area.
FORM: BA 10-2013 Page 3 of 5

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
❑ Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
® Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Manual and attach a BMP Supplement Form.
F. Supplementary Information
1. Environmental Documentation
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ® No
use of public federal/state land?
1 b. If you answered "yes" to the above, does the project require preparation of an
❑ Yes ❑ No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act NEPA/SEPA ?
1 c. If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2. Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated
❑ Yes ® No
Wetland Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards,
or Riparian Buffer Rules 15A NCAC 02B .0200 ?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
Brian Couture, Project Manager 674E��2-26-2024
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Send ONE complete set of this form and accompanying documents to the following:
For government transportation projects sent by
First Class Mail via the US Postal Service:
Amy Chapman
NCDWR — 401 & Buffer Transportation
Permitting Branch
1617 Mail Service Center
Raleigh, NC 27699 - 1617
For all other projects sent by First Class Mail via
the US Postal Service
For government transportation projects sent by
delivery service (UPS, FedEx, etc.):
Amy Chapman
OR NCDWR — 401 & Buffer Transportation
Permitting Branch
512 N. Salisbury Street
Raleigh, NC 27604
For all other projects sent by delivery service
(UPS, FedEx, etc.):
Stephanie Goss Stephanie Goss
NCDWR — 401 & Buffer Permitting Branch OR NCDWR — 401 & Buffer Permitting Branch
1617 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699 - 1617 Raleigh, NC 27604
FORM: BA 10-2013 Page 4 of 5

FORM: BA 10-2013 Page 5 of 5

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' GRADING SHALL OCCUR ONLY
WHERE PROPOSED CONTOURS
ARE SHOWN ON THIS SHEET AND
A>> n 5 S q THE EROSION CONTROL PLANS.
BUFFER TREES SHALL BE PRESERVED
TO THE GREATEST EXTENT POSSIBLE.
CATAWBA RIVER
it FULL POND ELEV: 568.67
100 YEAR FLOOD ELEV.=571.00
INSTALL RUBBER GASKET AT ALL
PIPE JOINTS TO PROVIDE
WATER -TIGHT SEAL
CATAWBA RIVER
\ \ 30'BUFFER
LINETYPE LEGEND:
SYMBOL
DESCRIPTION
LIMITS OF DISTURBANCE
PROPERTY LINE
EASEMENT
SETBACK
Bz
RIPARIAN BUFFER (50')
TP
TREE PROTECTION FENCE
■-m-m- m-0
ACCESSIBLE ROUTE
GRADING LEGEND:
SYMBOL
DESCRIPTION
PROPOSED JUNCTION BOX
PROPOSED CATCH BASIN
®i
PROPOSED DROP INLET
FLARED END -SECTION
FLOW DIRECTION
44.50
PROPOSED ELEVATION
RIP -RAP APRON
200
PROPOSED STORM DRAINAGE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
— 200 — — EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND GRADING NOTES.
STORM DRAINAGE NETWORK
TYPE CODE: UPSTREAM STRC DOWNSTREAM
DI =DROP INLET STRC
FES = FLARED END UPSTREAM
GRID. DOWNSTREAM
SECTION
JB = JUNCTION BOX ELEV. GRID. ELEV.
LOW
RI = RISER F
CB = CATCH BASIN
UPSTREAM INVERT
(INVERT OUT)
DOWNSTREAM INVERT
(INVERT IN)
NOTES:
1. STRUCTURES WITHIN NCDOT RIGHT-OF-WAY SHALL BE TO NCDOT STANDARDS.
2. STRUCTURES NOT WITHIN RIGHT OF WAY SHALL EITHER ALL BE TO NCDOT STANDARDS OR
SHALL ALL BE TO LOCAL JURISDICTIONAL STANDARDS.
3. ALL STORM PIPES TO BE CLASS III RCP UNLESS OTHERWISE NOTED.
4. RIM ELEVATIONS OF ALL CATCH BASINS ARE MEASURED AT THE TOP OF CURB AND CENTER
OF STRUCTURE.
♦ CATAWBA RIVER
20' BUFFER
40' / ♦� - \�\
�.
■� 50.0p' I
TARGET RECREATIONAL
WATERLINE ELEV: 565.67
I \ \
584.4'
\
/ 589.87'
590 \ \ 1 I
I \
+ 586.6
+ 5 .0'
77
o�°o aeesosoe • \ • \ \ \\ \ \ \ � \ \ \
° O \ \ \ 1 --3 \ \ \ + 590.0' \ 3t dBMdldO \
\ \ I
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC
28202 www.stewartinc.com
T 704.334.7925
PROJECT #: C23038
Client:
DUKE
ENERGY®
DUKE ENERGY
PROJECT MANAGER: BRIAN COUTURE
526 S. CHURCH
STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
IkYNIff
WETLANDS
& WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Vicinity map:
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
Scale:
0 10 11 20 40
SCALE. 1 = 201 NORTH
Project:
SOUTH POINT
ACCESS AREA
PHASE 3
Issued for:
PERMITTING
No. Date Description
Title:
GRADING & STORM
DRAINAGE PLAN
Project number: C23038 Sheet #:
Issued Date: 02.16.2024 Drawn by: ??? C5.00
Approved by: ???

(� DUKE
ENERGY,
Via Electronic Delivery to: Andrew.Pitnerkncdenr. og_v
January 29, 2024
Mr. Andrew Pitner
NC Department of Environmental Quality
Division of Water Resources
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Reference: Catawba-Wateree Hydroelectric Project (FERC No. 2232)
South Point Access Area
199 Boat Launch Road, Belmont, NC 28012, Gaston County
(Latitude: 35.16112 ° Longitude-81.01355 )
Dear Mr. Andrew Pitner:
Regulated Renewables Regional Services
Duke Energy Carolinas, LLC
525 S. Tryon Street - DEP-35B
Charlotte, NC 28202
Duke Energy Carolinas, LLC, proposes to upgrade the South Point Access Area to enhance public recreation
opportunities on Lake Wylie in Gaston County, NC. This facility is in compliance with the Federal Energy
Regulatory Commission (FERC) approved Recreation Management Plan (RMP) for the Catawba-Wateree
Hydroelectric Project (FERC No. 2232)'.
Effective January 1, 2024, Duke Energy has leased to Gaston County certain land owned by Duke Energy located
within the Project Boundary for the operation and maintenance of the South Point Access Area. Attached you will
find the proposed site and grading plans for your review of the facilities to be constructed per the agreement
between Duke Energy and Gaston County. This lease and the proposed upgrades were approved by agencies and
the FERC on October 4, 2023.
Plans are being provided to:
• US Army Corps of Engineers
• US Fish and Wildlife Service
• North Carolina Division of Parks and Recreation
• North Carolina Department of Environmental Quality - Division of Water Resources
• North Carolina Department of Environmental Quality - Public Water Supply Section
• North Carolina Wildlife Resources Commission
• Lake Wylie Marine Commission
Please respond with any comments by February 29, 2024, to the following email address: Brian.Couture@duke-
energy.com. If a reply is not received by February 29, 2024, it is assumed that you have "no comments" on the
proposed plan.
Sincerely,
Brian Couture, PE, Project Manager
Duke Energy Carolinas, LLC I Theorem Geo Associates Engineering, PLLC
Regulated Renewables Regional Services
' FERC Order Modifying and Approving Recreation Management Plan Pursuant of Article 407, December 19, 2017, Project
No. 2232-653, Order 161 FERC ¶ 62,216

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SOUTH POINT ACCESS
AREA PHASE 3
199 BOAT LAUNCH ROAD,
BELMONT, NC, 28012
NCDEQ EROSION CONTROL
PERMITTING
INITIAL SUBMITTAL: JANUARY 11, 2024
�,I,��\ �� ,�%���I'�III�IIhY�� �w\\ •_ � J l`��'i�>))I NORTH I ��� �� l��\� I��j� \\\\\ � � � / / ' / / / I
l \ �
VICINITY MAP \q�SCALE: 1" = 195' w
ARk
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\ I I 1 + 607. I
11 I + 606.3'
�o
595.
3r \\
LIMIT
` —590
'\ + 586.6'
III +57 .�'��/
CLIENT CIVIL ENGINEERING - LANDSCAPE ARCHITECTURE - GEOMATICS - GEOTECHNICAL
(� DUKE
ENERGY.
DUKEENERGY
526 S. CHURCH STREET
CHARLOTTE, NC 28202
CONTACT: JAY MCMULLEN
980.373.0447 (T)
[e-mail]
r�
STEWART
101 N. TRYON STREET FIRM LICENSE #: C-1051
SUITE 1400 www.stewartinc.com
CHARLOTTE, NC 28202 PROJECT #: C23038
T 704.334.7925
STEWART INC. - CIVIL STEWART INC. - GEOMATICS
CONTACT: RIYAD BAROUDI CONTACT: FRANK G. MUNDY, 11, PLS
CIVIL ENGINEER DIRECTOR OF GEOMATICS
704.334.7925 (T) 919.866.4806 (T)
[e-mail] 919.380.8752 (F)
[e-mail]
SITE
SHEETINDEX
SHEET
NUMBER
SHEET TITLE
C0.00
COVER
C3.00
SITE PLAN
C4.00
EROSION CONTROL NOTES
C4.01
EROSION CONTROL PLAN (PHASE 1)
C4.02
EROSION CONTROL PLAN (PHASE 11)
C4.03
EROSION CONTROL PLAN (PHASE 111)
C4.90
EROSION CONTROL DETAILS
C4.91
EROSION CONTROL DETAILS
WETLAND CONSULTANT
ARCHITECTURE
WETLANDS
& WATERS
WETLANDS & WATERS, INC.
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
CONTACT: CHRIS HUYSMAN
704.773.4239 (T)
[e-mail]
STEWART
101 N. TRYON ST., #1400
CHARLOTTE, NC 28202
T 704.334.7925
Client:
FIRM LICENSE #: C-1051
www.stewartinc.com
PROJECT #: C23038
DUKE
ENERGY.
DUKE ENERGY
PROJECT MANAGER: BRIAN COUTURE
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
WETLAN DS
Sc WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Vicinity map:
(J)
NORTH
NOT TO SCALE
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
�11tiIIfl)1j,
GAO
SEAL f:
04948 .
1
fffr�Q ��r` 01.11.2024
��f�J1l1141L411�
Project:
SOUTH POINT
ACCESS AREA
PHASE 3
Issued for:
PERMITTING
No. Date Description
Title:
COVER SHEET
Project number: C23038 Sheet #:
Issued Date: XX.XX.XXXX Drawn by: ??? CO-00
Approved by: ???

LINETYPE LEGEND:
SYMBOL DESCRIPTION
NATURAL ROCK
BOULDERS
a
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NATURAL ROCK
BOULDERS
i
CONCRETE SIDEWA • ,
AREA = 3059 SF
°s 1
d � \
.00, '
Y� a
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a
s°
a '
1 /
di '
+4% MON,
EXISTING '
ENHANCED '
SWALE ;
00to 11111�
44
so 00 00 ftir SlIP
4e
4** i
,,
EXISTING SAND BEACH
FOR KAYAK LAUNCH
CATAWBA RIVER
FULL POND ELEV: 568.67
30' CATAWBA RIVER
BUFFER
CATAWBA RIVER
TARGET REC ELEV: 565.67'
EXISTING DUMPSTER ! `
AND ENCLOSURE
s �
S `
EXISTING VAULT
TOILETS `
12�73 0�
LIMITS OF DISTURBANCE
PROPERTY LINE
EASEMENT
SETBACK
Bz RIPARIAN BUFFER (50')
TP TREE PROTECTION FENCE
■-m-m- m-0 ACCESSIBLE ROUTE
SITE LEGEND:
SYMBOL DESCRIPTION
PROPOSED BUILDING
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
HEAVY DUTY CONCRETE
TRUNCATED DOME PAVING
RIPRAP
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND SITE NOTES.
STEWART
101 N. TRYON ST., #1400
CHARLOTTE, NC 28202
T 704.334.7925
Client:
FIRM LICENSE #: C-1051
www.stewartinc.com
PROJECT #: C23038
DUKE
ENERGY
DUKE ENERGY
PROJECT MANAGER: BRIAN COUTURE
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
T
WETLAN DS
Sc WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Vicinity map:
(J)
NORTH
NOT TO SCALE
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
�1ltiItftJJill
C'gO�'`'f1
SEAS f
040484
f{f�Q�ti 01.11.2024
Scale:
1IIIIIII � (r
0 10 20 40
SCALE: 1" = 20' NORTH
Project:
SOUTH POINT
ACCESS AREA
PHASE 3
Issued for:
PERMITTING
No. Date Description
Title:
SITE PLAN
Project number: C23038 Sheet #:
Issued Date: XX.XX.XXXX Drawn by: ??? C3.00
Approved by: ???

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SEQUENCE OF CONSTRUCTION ACTIVITIES (PHASE III):
1. COMPLETE INSTALLATION OF BYPASS PIPE SYSTEM NOTES:
I J 2. AFTER COMPLETION OF CONSTRUCTION OF THE PARKING LOT AND
/ / ENTRY DRIVES AND ALL AREAS ARE STABILIZED, SCHEDULE SITE 1. INSPECTOR REFERS TO LOCAL JURISDICTIONAL (NCDEQ OR LOCAL)
INSPECTION. UPON APPROVAL BY THE EROSION CONTROL INSPECTOR, LAND QUALITY INSPECTOR OR HIS REPRESENTATIVE. FIELD
v� I CLEAN -OUT SKIMMER SEDIMENT BASIN #1 AND CONVERT TO AN INSPECTIONS MAY REQUIRE ADDITIONAL SEDIMENTATION AND EROSION
ENHANCED SWALE PER NCDEQ DESIGN MANUAL. CONTROL MEASURES AS DEEMED NECESSARY BY THE INSPECTOR.
3. AT THIS TIME, THE LIMITS OF DISTURBANCE HAS BEEN REDUCED TO 2, CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES
WHAT IS SHOWN IN THE PHASE III EROSION CONTROL PLANS. ALL SHALL CONFORM TO THE STANDARDS SET FORTH IN THE NORTH
OTHER AREAS SHALL BE FULLY STABILIZED AND APPROVAL OBTAINED CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY SECTION
BY EROSION CONTROL INSPECTOR TO CLOSEOUT. EROSION AND SEDIMENT CONTROL PLANNING LAND DESIGN MANUAL.
o l / / tO 4. ALL STREETS SURROUNDING THE PROJECT SHALL BE KEPT CLEAN AT 3. NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL
/ ALL TIMES. SELF -INSPECTION PROGRAM: THE PERSON RESPONSIBLE FOR
/ i / ) LAND -DISTURBING ACTIVITIES IS REQUIRED TO INSPECT THE PROJECT
J % o; / / 5. PLACE TEMPORARY SEEDING ON ALL DISTURBED AREAS THAT WILL BE AFTER EACH PHASE OF THE PROJECT AND CONTINUED UNTIL
ko / / 1 1 I IDLE 14 DAYS OR LONGER. PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH
NCGS 113A-54.1 AND 15A NCAC 4B.0131 TO MAKE SURE THAT THE
I 0) ,� / / I 6. PERMANENT AREAS WITHIN 14 DAYS RFACE SA AFTER STABILIZATION
GRADE HAS BEENLLED FOR ALL REACHHED. AS FOLLOWED. THROVED EROSIONSELF-INSPECTION REPORT FORM IS AVAENTATION CONTROL ILABLLEIS ING
AS AN
/ L0 / I / / NECESSARY, FERTILIZE, WATER AND RESEED AS REQUIRED TO EXCEL SPREADSHEET FORM
I I ESTABLISH AND MAINTAIN A VIGOROUS STAND OF GRASS.
Ln
0)ry ( 7. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM SEDIMENT TRAPPING
CD M MEASURES AND DISPOSE BY MEANS DEEMED ACCEPTABLE BY THE
`O o o �,/ / J� r ENGINEER. SCHEDULE SITE INSPECTION. UPON APPROVAL BY THE
EROSION CONTROL INSPECTOR, REMOVE TEMPORARY EROSION
/ HARDWARE CLOTH & GRAVEL / �n CONTROL MEASURES, SMOOTH AREA AND APPLY APPROPRIATE
TP 1
INLET PROTECTION I / I � STABILIZATION.
/ REFER TO DETAIL 2/C4.91 /
8. STORMWATER PERMIT INSPECTION REPORTS SHALL BE PERFORMED BY
THE CONTRACTOR UNTIL NOTIFIED OTHERWISE BY THE EROSION
CONTROL INSPECTOR.
/ 4Lo
co
I I I I jI �J
300-DI
CD
o / \ \ I11
\\ II
LO
CATCH BASIN
INLET PROTECTION
�O I REFER TO DETAIL 7/C4.90
caps'
_ TP 5 � Ld D2 /
I \ �60;�, � / 101-FES oo JO I ; I I I
Pa F �
-CB I I
\ \ \ __606— h°' h 301-DI
\ � � 200-CB ��� s °
I EROSION CONTROL
PHASE III LIMITS OF
202-CB °a 5 s DISTURBANCE. REMAINDER
I I ---605 �p� o l ' OF SITE SHALL BE STABILIZED.
I I \ a -
I 0
I I
I w s79 �
I � — 604 —
co I S 9S / 203-CB
P
302-DI 8 EROSION CONTROL SLOPE
I ICO REINFORCEMENT MATTING
603
rn °
\I /
I j I I I
� o 602— "0 s a \ \ S9� .. 30ti-DI
/ I I Ld B2 / p 307-DI S�3
\ I Ld D2
\ 308-FES
\ I o 204-FES I '
DOUBLE ROW OF TURBIDITY CURTAINS
TO REMAIN UNTIL ENTIRE SITE IS FULLY
l l n S l}; STABILIZED AND APPROVAL IS OBTAINED
/ I \ —599 S IA
I0A - JB FROM EROSION CONTROL INSPECTOR \ \ \ 40� 1
\ \ o
x
I I \ I \ I I 400 \ 1 - RI --598— \ 0 I
_5g7/ \ \ \ \ \ �EULL POND ELEV: 568.67
\ 30' CAT BA RIVER/LAKE WYLIE BUFFER
100 R FLOOD
\ I
\ UPON FINAL STABILIZATION OF PARKING \ / ♦ \ ELEV. = 1.00
\ LOT AREA AND DRAINAGE AREA
AND APPROVAL IOBTAINED FROM
EROSION CONTROL INSPECTOR, \ \ \ \ \ I �� \ Q \
\ I CLEAN OUT AND CONVERT BASIN
\ TO ENHANCED SWALE AND INSTALL I 5g5 \ \
\ RAP APRON \
OVERFLOW RISER STRUCTURE RIP -RAP 1 I � \ \ I \�\
\ \ \ \ \ I INCLUDED IN RAP
LINING IN SWALE \
/ I I Ld62
\ 594
� � / I d ♦ \ I � \ I
93
i
\ / I 592
I \
LdD2
ae \ 1
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\ \ Do \
PaF590
Ld B2
590— \ \ I \ \ \ \ \ \ I \
o� \ \ \ \ \ \ \ \ 1 \
\ - \ D I 5� \ \\ • \ \ \ \ \
,0� \ \ \ \ I
LINETYPE LEGEND:
SYMBOL
DESCRIPTION
LIMITS OF DISTURBANCE
PROPERTY LINE
EASEMENT
SETBACK
BZ RIPARIAN BUFFER (50')
TP TREE PROTECTION FENCE
■-m-m-
m-E CATAWBA RIVER BUFFER
EROSION CONTROL LEGEND:
SYMBOL
DESCRIPTION
El1P
BLOCK & GRAVEL INLET PROTECTION
01P
SILT FENCE & WIRE INLET PROTECTION
HORSESHOE INLET PROTECTION
SILT FENCE OUTLET
CHECK DAM
e
FLARED END SECTION
RIP RAP APRON
LL1TEMPORARY
U , >o,
CONSTRUCTION ENTRANCE
SF SILT FENCE
DID DIVERSION DITCH
— — —
— — — — — 100 YEAR FLOOD ELEVATION
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND SITE NOTES.
2. SEE SHEET C4.00 FOR EROSION CONTROL NOTES.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH CAROLINA
EROSION CONTROL SPECIFICATIONS.
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925
PROJECT #: C23038
Client:
DUKE
ENERGY®
DUKE ENERGY
PROJECT MANAGER: BRIAN COUTURE
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
11�'fM'Tf W ETLAN DS
Sc WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Vicinity map:
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
t
1
SEAL f:
049484 .
fffr-10SA`RO"] 01.11.2024
��f�J1r1141L411�
Scale:
0 10 20 40
SCALE: 1" = 20' NORTH
Project:
SOUTH POINT
ACCESS AREA
PHASE 3
Issued for:
PERMITTING
No. Date Description
Title:
EROSION CONTROL
PLAN (PHASE III)
Project number: C23038
Sheet #:
Issued Date: XX.XX.XXXX
Drawn by: ??.4�O3Approved
C
by: ???

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LINETYPE LEGEND:
SYMBOL DESCRIPTION
LIMITS OF DISTURBANCE
PROPERTY LINE
EASEMENT
SETBACK
Bz RIPARIAN BUFFER (50')
TP TREE PROTECTION FENCE
■���������������■ ACCESSIBLE ROUTE
GRADING LEGEND:
SYMBOL DESCRIPTION
PROPOSED JUNCTION BOX
PROPOSED CATCH BASIN
®i
PROPOSED AREA DRAIN
RIPRAP DISSIPATOR
FLOW DIRECTION
44.50
PROPOSED ELEVATION
TC 44.50
BC 44.00
TOP/BOTTOM OF CURB
TW 46.00
BW 44.00
TOP/BOTTOM OF WALL
PROPOSED STORM DRAINAGE
200 PROPOSED MAJOR CONTOUR
— — 200 — —
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND GRADING NOTES.
STEWART
101 N. TRYON ST., #1400
CHARLOTTE, NC 28202
T 704.334.7925
Client:
FIRM LICENSE #: C-1051
www.stewartinc.com
PROJECT #: C23038
DUKE
ENERGY®
DUKE ENERGY
PROJECT MANAGER: BRIAN COUTURE
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
11�'fM'Tf WETLAN DS
Sc WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Vicinity map:
P
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
Scale:
0 10 20 40
SCALE: 1" = 20' NORTH
Project:
SOUTH POINT
ACCESS AREA
PHASE 3
Issued for:
I \ \ \ I I
PRICING SET
I\ \ \ \ \ \ No. Date Description
\ \ \ \ \ \ \ \ I I 1 GRADING & STORM
\ \ \ \ I 1 DRAINAGE PLAN
\ \\ \ \ \ \ \ \ \ 1 Project number: C23038 Sheet #:
Issued Date: XX.XX.XXXX
Drawn by: ???
C5.00
+590.0' \ \� 3��LM3Md1d0 \ \ I Approved by: ???