20040589 Ver 2_More Info Received_20211118

Strickland, Bev
From: Johnson, Alan
Sent: Thursday, November 18, 2021 10:59 AM
To: Perez, Douglas J
Subject: FW: [External] Re: SAW-2021-01808 : RGP 30 : South Point Access Area Verification
Attachments: 211118 southpoint permit mod.pdf
Here is the latest info for the south point project.
DWR
Division of Water Resources
Alan D Johnson — Senior Environmental Specialist
NC Dept. of Environment & Natural Resources (NCDENR)
Division of Water Resources - Water Quality Regional Operations
610 East Center Ave., Suite 301, Mooresville, NC 28115
Phone: [phone] Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Chris Huysman [mailto:[e-mail]]
Sent: Thursday, November 18, 2021 10:53 AM
To: Stygar, KRYSTYNKA B CIV USARMY CESAW (USA) <[e-mail]>; Johnson, Alan
<[e-mail]>; Meagan Jolly <[e-mail]>
Subject: [External] Re: SAW-2021-01808 : RGP 30 : South Point Access Area Verification
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Krysta-
Attached please information in support of a permit modification for this project. The applicant desires to
increase the length of shoreline stabilization to 666 linear feet in order to provide for public safety - the revised
length, in concert with buffer impacts being concurrently requested from DWR, eliminates vertical banks that
approach 7 feet tall from the high ground to the recreational elevation of the lake.
Alan -
Attached are plans showing both the open water impacts and the buffer impacts. Included are impact tables and
maps showing the proposed work. Also, included are enhanced swales that discharge above the Catawba River
Buffers.
Please let me know if you require any additional information to process this request.
i

Thanks and have a great Thanksgiving -
On Tue, Sep 7, 2021 at 1:58 PM Stygar, KRYSTYNKA B CIV USARMY CESAW (USA)
<[e-mail]> wrote:
Chris,
Good afternoon, Please see attached RGP 30 verification for South Point Access Area: Duke Energy.
Please be reminded that all general conditions of this RGP must be met. As well as note that the end date for
This verification is 12/31/2021.
Krystynka B. Stygar
Regulatory Specialist
US Army Corps of Engineers
Wilmington District
Charlotte Field Office
Office : [phone]
Mobile : [phone]
We at the U.S. Army Corps of Engineers Regulatory Branch are committed to improving service to our
customers. We would appreciate your feedback on how we are performing our duties. Our automated
Customer Service Survey is located at: https://regulatory.ops.usace.army.mil/customer-service-survey/
Thank you for taking the time to visit this site and complete the survey.
Chris Huysman
336.406.0906
170 Dew Drop Road
Sparta, NC 28675
2

[e-mail]
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wetlands-waters.com
The information contained in this email message is confidential and may be legally privileged and is intended only for the use of the individual
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your cooperation and consideration.
3

6b. 6c.
6d.
6e. 6f.
Buffer Impact Reason for Impact
Stream Name
Buffer Mitigation Zone 1 impact
Number—
Required? (square feet)
Permanent (P) or
Temporary (T)
Lake Wylie/Catawba
131 (P) Fishing Pier and Access
No 865
Trail (ADA Compliant)
River
132 (P) Shoreline Stabilization
Lake Wylie/Catawba
No 2,670
(and re -vegetation)
River
Lake Wylie/Catawba
_
No 250
B3 (P)
Walkway/Pedestrian
Trail (ADA Compliant)
River
B4 (P)
Walkway/Pedestrian
Lake Wylie/Catawba
No
239
Trail (ADA Compliant)
River
B5 (P)
Walkway/Pedestrian
Lake Wiley/Catawba
No
639
Trail (ADA Compliant)
Fishing Pier and Access
River
B6 (P)
Lake Wiley/Catawba
No
865
Trail (ADA Compliant)
River
B7 (P)
Walkway/Pedestrian
Lake Wiley/Catawba No
266
Trail (ADA Compliant)
River
Lake Wiley/Catawba No
B8 (P)
Rock Jetty
197
River
B9 (P)
Swim Beach
Lake Wylie/Catawba
No
10,241
River
B10 (P)
Rock Jetty
Lake Wiley/Catawba
No
358
River
6g.
Zone 2 impact
(square feet)
Total 1 16,590
NOTES:
-All proposed improvements are required per the 2018 FERC Comprehensive Relicensing Agreement.
-Six foot wide ADA Compliant Trails are required to provide public access to public infrastructure such as the beach and fishing areas.
-The piers, beach and rock jetties are water dependent structures per 15A NCAC 02B .0202; (56) "Water dependent structures" means those
structures that require access or proximity to or siting within surface waters to fulfill its purpose, such as boat ramps, boat houses, docks, and
bulkheads. Ancillary facilities such as restaurants, outlets for boat supplies, parking lots, and commercial boat storage areas are not water
dependent structures.

4a. 4b.
�c.
4d.
4e.
Open water impact Name of waterbody (if
Type of impact
Waterbody Type
Area of impact (acres)
number — Permanent (P) applicable)
or Temporary (T)
01 (P) Lake Wylie/Catawba River
Bank/Shoreline
Lake
0.36
See note below
Stabilization
02 (P) Lake Wylie/Catawba River
Lake
0.01
Pier with Fish
Attractors
03 (P)
Lake Wylie/Catawba River
Concrete Abutment
Lake
0.01
04 (P)
Lake Wylie/Catawba River
Pier with Fish
Lake
0.01
Attractors
05 (P)
Lake Wylie/Catawba River
Concrete Abutment
Lake
0.01
06 (P)
Lake Wylie/Catawba River
Rock Jetty (Beach
Lake
0.01
Stabilization)
07 (P)
Lake Wylie/Catawba River
Beach Establishment
Lake
0.11
08 (P)
Lake Wylie/Catawba River
Rock Jetty (Beach
Lake
0.01
Stabilization)
Total 0.53 ac
NOTES
-Impacts 01 is requested for stabilization of eroding shorelines. These impact quantities include shoreline stabilization that was previously
authorized under Action ID 2021.01808 as impacts 04. The increase in impacts is necessary for public safety along steep highly eroded lake
shoreline. The impact length increases from an approved 453 linear feet to 666 linear feet and the amount of discharge increases from 1,393
cubic yards to 3,203 cubic yards.
-Impacts 02, 04 are requested for construction of two pile -supported fishing piers with riprap fish attractors
-Impacts 03, 05 are requested for construction of two concrete abutments to adjoin the two fishing piers to uplands.
-Impacts 06, 08 are requested for placement of natural stone rock jetties to provide ongoing protection and stabilization of the proposed beach
-Impact 07 is requested to construct a swim beach area. The beach will be periodically renourished under the provisions of maintenance of
permitted discharges.

SHORELINE STABILIZATION
666 LF SECTION 10
267 LF CATAWBA BUFFERS
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RIPARIAN BUFFER
PIPE TABLE
START STRUCTURE
END STRUCTURE
START INVERT
END INVERT
SIZE
LENGTH
SLOPE
MATERIAL
1
3
583.93
583.55
15"
76.66'
0.50%
RCP
2
3
584.84
584.50
15"
68.80'
0.50%
RCP
4
5
584.27
584.15
15"
24.35'
0.50%
RCP
3
5
583.35
583.06
15"
56.81'
0.50%
RCP
6A
6
582.18
581.39
18"
117.37'
0.67%
RCP
6C
6A
585.06
584.92
10"
27.36'
0.50%
HDPE
5
6A
582.86
582.43
15"
86.11'
0.50%
RCP
6B
6C
585.57
585.26
10"
58.27'
0.53%
HDPE
7
8
582.52
581.91
15"
65.64'
0.93%
RCP
6
8
580.89
580.62
18"
55.79'
0.49%
RCP
8
9B
580.42
580.00
18"
33.34'
1 1.26%
RCP
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND GRADING NOTES.
2. FULL POND, TARGET RECREATIONAL WATERLINE, AND
CATAWBA RIVER/LAKE WYLIE BUFFER HAVE BEEN
APPROXIMATED FOR PURPOSES OF THIS PLAN AND
HAVE NOT BEEN SURVEYED.
STRUCTURE TABLE
STRUCTURE NAME
STRUCTURE RIM
INVERTS
1
587.91
INV OUT: 583.93 15" RCP (3)
2
588.77
INV OUT: 584.84 15" RCP (3)
INV IN: 584.50 15" RCP (2)
3
589.13
INV IN: 583.55 15" RCP (1)
INV OUT: 583.35 15" RCP (5)
4
589.17
INV OUT: 584.27 15" RCP (5)
INV IN: 583.06 15" RCP (3)
5
589.17
INV IN: 584.15 15" RCP (4)
INV OUT: 582.86 15" RCP (6A)
6
585.60
INV IN: 581.39 18" RCP (6A)
INV OUT: 580.89 18" RCP (8)
INV IN: 582.43 15" RCP (5)
6A
587.92
INV IN: 584.92 10" HDPE (6C)
INV OUT: 582.18 18" RCP (6)
6B
588.44
INV OUT: 585.57 10" HDPE (6C)
6C
588.22
INV IN: 585.26 10" HDPE (613)
INV OUT: 585.06 10" HDPE (6A)
7
586.34
INV OUT: 582.52 15" RCP (8)
INV IN: 580.62 18" RCP (6)
8
585.93
INV IN: 581.91 15" RCP (7)
INV OUT: 580.42 18" RCP (913)
9B
1158.05
INV IN: 580.00 18" RCP (8)
STRUCTURE TABLE
STRUCTURE NAME
STRUCTURE RIM
INVERTS
12
585.41
INV OUT: 580.70 15" RCP (13)
13A
575.94
INV IN: 573.00 15" RCP (13)
INV IN: 579.85 15" RCP (12)
13
585.41
INV OUT: 573.35 15" RCP (13A)
INV IN: 570.77 12" (17A)
17
573.12
INV OUT: 570.57 12" (18)
17A
573.56
INV OUT: 571.01 12" (17)
INV IN: 570.21 12" (17)
18
573.88
INV OUT: 570.01 12" (19A)
INV IN: 569.15 12" (19A)
19
572.64
INV OUT: 568.96 12" (20A)
INV IN: 569.84 12" (18)
19A
577.46
INV IN: 569.97 8" (20B)
INV OUT: 569.64 12" (19)
20A
571.48
INV IN: 568.70 12" (19)
20B
571.75
INV OUT: 571.00 8" (19A)
21
572.08
INV OUT: 569.70 10" HDPE (24A)
23
568.52
INV OUT: 569.13 12" (24A)
24
571.25
INV IN: 568.70 12" (24A)
INV IN: 568.77 12" (23)
24A
571.32
INV IN: 568.94 10" HDPE (21)
INV OUT: 568.74 12" (24)
PIPE TABLE
START STRUCTURE
END STRUCTURE
START INVERT
END INVERT
SIZE
LENGTH
SLOPE
MATERIAL
12
13
580.70
579.85
15"
133.25'
0.64%
RCP
13
13A
573.35
573.00
15"
53.81'
0.65%
RCP
17A
17
571.01
570.77
12"
48.50'
0.50%
HDPE
17
18
570.57
570.21
12"
71.86'
0.50%
HDPE
19A
19
569.64
569.15
12"
97.92'
0.50%
HDPE
20B
19A
571.00
569.97
8"
40.32'
2.55%
HDPE
18
19A
570.01
569.84
12"
33.60'
0.50%
HDPE
19
20A
568.96
568.70
12"
50.94'
0.51%
HDPE
24A
24
568.74
568.70
12"
7.53'
0.53%
HDPE
23
24A
569.13
568.77
12"
46.27'
0.78%
HDPE
21
24A
569.70
568.94
10"
41.27'
1.84%
HDPE
STEWART
101 N. TRYON ST., #1400
FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925
PROJECT #: L20027
Client:
( DUKE
DUKE ENERGY
PROJECT MANAGER: BRIAN COUTURE
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
T4fW ETLAN DS
s&, WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Vicinity map:
NORTH
NOT TO SCALE
Seal:
`� rt 1H CAS rff`.
EAL
049484
f�rr f'❑AR�ti�`1 1.08.2021
7m�� 0
0 30 60 120
SCALE. 1 = 601 NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
BID SET
No. Date
Description
2 04.02.2021
DATUM UPDATE
3 06.24.2021
PER OWNER'S REVIEW
4 ----
NCDWR REVISIONS
Title:
OVERALL GRADING &
STORM DRAINAGE PLAN
Project number: L20027 Sheet #:
Issued Date: 06.24.2021
Drawn by: RB C5.00
Approved by: JO
J

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SAI '
PA KE W R E R/ ,
BUFFER
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ITARGET RECREATIONAL '
WATERLINE. = 565.67
I / /
/
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FULL POND
ELEV. = 568.67
RIP -RAP APRON
101 X 11.5'W X 1 0"T
REFER TO DETAIL 4/C9.23
/ 1
� =T INE: SEE J6EET
r.0'
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\ \ 580.6'
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LIMITS OF DISTURBANCE (TYP)
I \
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\ \ 586.6'
89.8� �
LIA
5 2�43'
5J 5.23'
\ W
581.3'
GRADING LEGEND:
SYMBOL DESCRIPTION DETAIL
REFERENCE
LIMITS OF DISTURBANCE
200
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
200
EXISTING MAJOR CONTOUR
—
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE
1/C9.22
PROPOSED JUNCTION BOX
3&4/C9.21
PROPOSED CATCH BASIN
1&2/C9.20
PROPOSED DROP INLET
1&2/C9.21
44.50
PROPOSED ELEVATION
N/A
TW 46.00
BW 44.00
TOP/BOTTOM OF WALL
N/A
8
FLARED END SECTION
2/C9.23
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND GRADING NOTES.
GRADING & STORM DRAINAGE NOTES:
1. REFER TO SHEET C3.00 FOR GRADING & STORM
DRAINAGE NOTES.
2. REFER TO SHEET C5.00 FOR STORM STRUCTURE
TABLE & STORM PIPE SCHEDULE.
3. FULL POND, TARGET RECREATIONAL WATERLINE, AND
CATAWBA RIVER/LAKE WYLIE BUFFER HAVE BEEN
APPROXIMATED FOR PURPOSES OF THIS PLAN AND
HAVE NOT BEEN SURVEYED.
STORM DRAINAGE NETWORK
TYPE CODE: TYPE CODE: END STRC
AD = AREA DRAIN L-AD = AREA DRAIN START ST4FLOW
FES = FLARED END L-JB = JUNCTION BOX
SECTION L-TD = TRENCH DRAIN
JB = JUNCTION BOX L-CO = CLEANOUT RI = RISER
YI = YARD INLET
CB = CATCH BASIN INVERT OCI = CURB INLET IN
CO = CLEANOUT
TD = TRENCH DRAIN
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. ALL CATCH BASIN RIM ELEVATIONS ARE MEASURED FROM THE TOP OF CURB AT THE
CENTER OF THE STRUCTURE.
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
Client:
DUKE
IIII&W, ENERGY®
DUKE ENERGY
PROJECT MANAGER: BRIAN COUTURE
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
f� W ETLAN DS
Sc WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
Seal:
kti�llLllll�rrl!
Ili GA/y
04948 {
f�}f r'`�aARti'1 1.08.2021
7m�� 0
0 10 20 40
SCALE. 1 - 201 NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
BID SET
No.
Date
Description
1
11.05.2020
ZONING AND CLIENT COMMENTS
2
04.02.2021
DATUM UPDATE
3
06.24.2021
PER OWNER'S REVIEW
4
----
NCDWR REVISIONS
Title:
ENLARGED GRADING &
STORM DRAINAGE PLAN
Project number: L20027 Sheet #:
Issued Date: 06.24.2021
Drawn by: RB C5.01
Approved by: JO
J

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II\TE I ECR ATI NAL
A�T R I L V 525.6� \
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1100 YEAR FLOOD LEV. = 571.00 \
I GRADING SOUTH OF THIS LINE SHALL
BE FIELD VERIFIED PER SHORELINE
STABILIZATION DETAIL 4/C9.11
30' CATAWBA RIVER/
LAKE WYLIE BUFFER
LIMITS OF DISTURBANCE
SHORELINE
STABILIZATION
SECTION 10 WATERS IMPACT
IFIXED DOCK WITH FISH
IATTRACTORS
I DETAIL SHEETS S3.01 & S3.02
LENGTH = 41 LF
AREA = 0.01 Ac
VOLUME = 18.0 CY
I I I I I
PIER ELEV = 570.67
CONC. ABUTMENT
(REFER TO STRUCTURAL DETAILS) ` RIVFRA
EDGE OF PIER TO ALIGN
WITH EDGE OF F R
BOARDWALK
VVHLYIVVHY / k
LENGTH = 68 LF
AREA = 250 SF
30' CATAWBA RIVER/
LAKE WYLIE BUFFER
III�568167
FULL PONC� EL V. �
� I
JTARGEI T F C EAT�ON L /
/WATERLINE EL E . = 565 7 / / /j
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MATCHLINE: SEE SHEET C5.03
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♦ � I II
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C9.23
1
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GRADING LEGEND:
DETAIL
SYMBOL DESCRIPTION
REFERENCE
LIMITS OF DISTURBANCE
200
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
200
EXISTING MAJOR CONTOUR
-
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE
1/C9.22
PROPOSED JUNCTION BOX
3&4/C9.21
PROPOSED CATCH BASIN
1&2/C9.20
®i
PROPOSED DROP INLET
1 &2/C9.21
44.50
PROPOSED ELEVATION
N/A
TW 46.00
BW 44.00
TOP/BOTTOM OF WALL
N/A
®
FLARED END SECTION
2/C9.23
` RIP -RAP LINED SPILLWAY
INVERT: 575.00 1. SEE SHEET C0.10 FOR GENERAL AND GRADING NOTES.
' I I
11f / I / GRADING & STORM DRAINAGE NOTES:
1. REFER TO SHEET C3.00 FOR GRADING & STORM
571.6' DRAINAGE NOTES.
2. REFER TO SHEET C5.00 FOR STORM STRUCTURE
TABLE & STORM PIPE SCHEDULE.
\ 3. FULL POND, TARGET RECREATIONAL WATERLINE, AND
CATAWBA RIVER/LAKE WYLIE BUFFER HAVE BEEN
\ I I APPROXIMATED FOR PURPOSES OF THIS PLAN AND
a 1 I I HAVE NOT BEEN SURVEYED.
575 I I \ \ \ I
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575.99 575.77
576.34 I I
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STEWART
101 N. TRYON ST., #1400
FIRM LICENSE M C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925
PROJECT M L20027
Client:
DUKE
ENERGY®
DUKE ENERGY
PROJECT MANAGER: BRIAN COUTURE
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
Vc
WETLAN OS
WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
Seal:
�t�t111111flIf1/
SQL {
f 049484 -
t _
y'q� BAR �'�1.08.2021
0 10 20 40
SCALE: 1" = 20' NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
BID SET
No.
Date
Description
1
11.05.2020
ZONING AND CLIENT COMMENTS
2
04.02.2021
DATUM UPDATE
3
06.24.2021
PER OWNER'S REVIEW
4
----
NCDWR REVISIONS
Title:
ENLARGED GRADING &
STORM DRAINAGE PLAN
Project number: L20027 Sheet #:
Issued Date: 06.24.2021
Drawn by: RB C5.02
Approved by: JO

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�� .Cj / CATAWBA RIVER BUFFER IMPACT
SHORELINE STABILIZATION
LENGTH = 267
AREA = 2,670 SF
TARGET RECREATIONAL
WATERLINE ELEV. =565.67
FULL POND ELEV. = 568.67
JSTEWART
■
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
■ CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
Client:
DUKE
ENERGY®
DUKE ENERGY
PROJECT MANAGER: BRIAN COUTURE
526 S. CHURCH STREET, CHARLOTTE, NC 28202
■ [phone]
■ Consultants:
END OF SURVEY
INFORMATION FOR
TARGET POND
ELEVATION WETLANDS
/ ■ Sc WATERS
/ / / / ■ WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
/ STATESVILLE, NC 28677
704-773-4239
/ p� Key map:
C5.03 C5.04
(REFER TO STRUCTURAL DETAILS) / \ �� / 51rL + S� CATAWBA RRIVER OCK JETTY
R IMPACT / 1 - / / ♦�
571.20
/ / / / \ / j AREA = 197 SIF / / ♦ C5.02
SHORELINE STABILIZATION 24 /
I=� � SECTION 10 WATERS IMPACT I I / ♦ �
57121% AIDS TO NAVIGATION, TYP.
3p C1 NATURAL STONE IN
/ I RIV'TAw57145
Bq / .\ THE BEACH AREA
�qK FRi - / 57z10 /
FyCI� / 571.45 572.10 I I • I ' / / \ SECTION 10 WATERS IMPACT 1 '
572.11 DAYLIGHT 4" PVC / + . I I I
572.11 DRAIN PIPE AT / 57293 I I I ROCK JETTY
LENGTH = 8 LF
�
FINISHED GRADE / I
s7z.73 23 , ) I I AREA = 0.01 Ac �
572.32 TW: 573.3, 57229 / I . VOLUME = 5 CY C5.01
572.93 /
BW: 573.32 / 572.73 6' I J / ! I ' / / � / / �♦ �
/ � I CATAWBA RIVER Seal:
BUFFER / s72.34 / / ' SECTION 10 WATERS IMPACT -
WALKWAY 57273 TW: 571.75 TW: 570.94 • I BEACH ESTABLISHMENT / / • \
LENGTH = 112 LF / SZ 572.73 BW: 569.61 I AND RE -NOURISHMENT
AREA - 639 SF 5 572.36 BW: 568.94 • / '
i I TW: 568.40 LENGTH = 180 LF '
/ / BW:568.40 AREA = 0.11 Ac
l \ �► �i
/I 1 � � I ' VOLUME = 154 CY / ' / (1-� / k � �ICAO
/ I / 574.16 / / /♦ / / // I _ / ti`a'$*^yf 4%/}_ r
57aoo / / / CATAWBA RIVER BUFFER IMPACT / = �`• p
�T 1. 6 ■ / / ' I i / /
BW: 5 573.44 BEACH / / / / / / / / / SEAL
AREA = 10,241 SIF 049484
_
573.50
SECTION 10 WATERS IMPACT / ❑ I / r �`
TW:572.40
BANK STABILIZATION / / / ,
BW: 570.40
= 666 LF
LENGTH 573.26 / I ♦� f f� ❑ SAR"\:"1 1 .08.2021
AREA =0.36Ac , / / / ' 573.19 I / I / I / ♦ l / ffff1�11141�tx��
VOLUME = 3,202.0 CY I I
573.37
/ 1 ❑ 573.44 TARGET RECREATIONAL
JII I /
/ l WATERLINE ELEV. = 565.67
TOS: 573.40
583. � / / I, I I
I
00 573.44- BOS:570.40 , . ■
573.44
TARGET RECREATIONAL /
17A I
573.50 WATERLINE ELEV. = 565.67
TW: 57 ®' � � � � / / 0 10 20 40
I / I - • ' \ BW: 57 _ 17 / FULL POND ELEV. = 568.67 I ♦ I
573aa / , ■ SCALE: 1" = 20' NORTH
�I/I Imo- •� ATAWBA RIVER
■ ' "' / /, LA E WYLIE BUFFE
30' Project:
100 YEAR FLOOD ELEV. = 571.00
I�
- I ■ I 30' CATAWBA RIVER/ \, \ \ / , ' ` I - ' I oil I I ,- SOUTH P O I N T
575
LAKE WYLIE BUFFER / I I I
I I = LA \ .05
\ ` 30' CATAWBA RIVER/ , ■ \
/ �- ACCESS AREA
I , ' 574.98 I -
LAKE WYLIE BUFFER FULL POND ELEV. = 568.67 \ I I \
Q I I ` \ EDGE OF AD W�WAY 1 I I \\ I UPGRADES
574.81
I ELEV.566. 1*I I \ \
\ , I \ ,
■ CATAWBA RIVER BUFFER IMPACT
- 574.96 WALKWAY
574.89 574.69 / I \
9�- AREA = 467 SIF , \ I I / ■/ '
\��'S- '/ I♦ 1 / I Issued for:
574.8 W: 57 8 574.31 20B I \ '\ \ \ / SECTION 10 WATERS IMPACT
W: 574. I TW: 573.00 \ ' \ \ / �' �' W ROCK JETTY BID SET
I
I
_ \ LENGTH = 38 LF 574.43 BW: 571.00 \ ' \ AREA = 0.01 Ac /
I57314f \ ' \ / 1 VOLUME = 21 CY , I♦ / I No. Date Description 18 � \ ♦ � I �
I I I 0 S. I \ ; \ \ CATAWBA RIVER BUFFER IMPACT ' / / c / 1 11.05.2020 ZONING AND CLIENT COMMENTS
�575 8.6' \ ROCK JETTY I I / � 1 n 2 04.02.2021 DATUM UPDATE
,_
I \ I AREA = 358 SF / / TW: 571.93 ' \ 3 06.24.2021 PER OWNER'S REVIEW
I 576 TW:576. BW: 571.00 NATURAL STONE IN
\' \ \ / \/ /
573.16 I I - -
\ /
/
1 I 1 I I I BW: 576.25 , \; \ THE BEACH AREA I . I /
` �// "
573.22 - \ •. � 5' W X 120' L X 3' H ,,, -
I I -I ► , I - 22 57\ 573454" PVC UNDERDRAIN
CONNECT TO STRUCTURE 18 1Q • / I
I_ ---- ----
I I � 572.05 � � I -
578 � 0 ---- ---- ----
573.54 573.10 TW:570.97 \ 0 " T
I , 573.31
573.31 � / I 1
II g I �
I I I I 1 I 5 3. ' BW: 570.97 / / � / '� �
0 579 571.11 \ \ / , \ / 1 /�On �♦ / / / Title:
/
/ I � • I 580 � \ / 20A
ENLARGED GRADING &
I
581 T I I STORM DRAINAGE PLAN
582
585 \ 4 583 / ■/ / / / \
0 T ♦� ■ ■ ■ / ■ Project number: L20027 Sheet #:
■ ■ I Issued Date: 06.24.2021
■
575.72 T ■ ■ _ ATC
I I I I I I■ - I . 575.52 � // X '19 \ \ \ \ •� \ I I
575.84 � I I
Drawn by: RB
C5.03
575.73
Approved by: J0
575.71 -A 584.74 79.84 575.72
5
S75Rd /�� n V■ r. r ` I l I I I / \
LIMITS OF DISTURBANCE CATAWBA RIVER BUFFER
SECTION 10 WATERS IMPACT / / WALKWAY
100 YEAR FLOOD ELEV. = 571.00
� � � � � LENGTH = 43 LF
FIXED DOCK WITH FISH / / / / �� ' AREA = 266.08 SF
ATTRACTORS / DETAIL LENGTH S410LF S3.02 / / \ _ _ c��
/ \ \
AREA = 0.01 Ac �
VOLUME = 18.0 CY
100
� LIMITS OF DISTURBANCE
SECTION 10 WATERS IMPACT
ABUTMENT
CATAWBA RIVER / AREA = 0.01 Ac /
BUFFER IMPACTS / VOLUME = 30 CY
/ LENGTH = 68 LF
AREA = 865 SF
21 ♦ \ \ \ \
/ / \
swim574
PIER ELEV = 570.67 ' / �- ,err +
/ice
CONC. ABUTMENT; / // - \ 57099 I t
GRADING LEGEND:
SYMBOL DESCRIPTION DETAIL
REFERENCE
LIMITS OF DISTURBANCE
200 PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
200 - EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE 1/C9.22
PROPOSED JUNCTION BOX 3&4/C9.21
PROPOSED CATCH BASIN 1&2/C9.20
®i PROPOSED DROP INLET 1&2/C9.21
44.50 PROPOSED ELEVATION N/A
TW 46.00 TOP/BOTTOM OF WALL N/A
BW 44.00
® FLARED END SECTION 2/C9.23
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND GRADING NOTES.
GRADING & STORM DRAINAGE NOTES:
1. REFER TO SHEET C3.00 FOR GRADING & STORM
DRAINAGE NOTES.
2. REFER TO SHEET C5.00 FOR STORM STRUCTURE
TABLE & STORM PIPE SCHEDULE.
3. FULL POND, TARGET RECREATIONAL WATERLINE, AND
CATAWBA RIVER/LAKE WYLIE BUFFER HAVE BEEN
APPROXIMATED FOR PURPOSES OF THIS PLAN AND
HAVE NOT BEEN SURVEYED.
J

C)
U C�
W ■
v!
W
W
U)
W U
Z_ 0
—17 30' CATAWBA RIVER/
U ■ LAKE WYLIE BUFFER
G ■
/
E
M
M
O
N
0
N
Cd
O
0
z
N
O
O
N
J
O
N
0
N
U
A)
0
^L
LL
100 YEAR FLOOD ELEV. = 571.00
\ � -
—
too
585.63 V \ \
585.40 ???
583.81 SIGN — \ \ \ \ I I
UJ \ \ -
583.34? 2 79' ??? °ce° ??? \ \ \ 1
I \ I
IL
dog
GRADING LEGEND:
SYMBOL
DESCRIPTION
DETAIL
REFERENCE
LIMITS OF DISTURBANCE
N/A
200
PROPOSED MAJOR CONTOUR
N/A
PROPOSED MINOR CONTOUR
N/A
200
EXISTING MAJOR CONTOUR
N/A
—
EXISTING MINOR CONTOUR
N/A
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND GRADING NOTES.
GRADING & STORM DRAINAGE NOTES:
1. REFER TO SHEET C3.00 FOR GRADING & STORM
DRAINAGE NOTES.
2. REFER TO SHEET C5.00 FOR STORM STRUCTURE
TABLE & STORM PIPE SCHEDULE.
3. FULL POND, TARGET RECREATIONAL WATERLINE, AND
CATAWBA RIVER/LAKE WYLIE BUFFER HAVE BEEN
APPROXIMATED FOR PURPOSES OF THIS PLAN AND
HAVE NOT BEEN SURVEYED.
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
Client:
DUKE
ENERGY®
DUKE ENERGY
PROJECT MANAGER: BRIAN COUTURE
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
f� W ETLAN DS
Sc WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
Seal:
kw%I" fIplllI
Ili GA/y
049 84f
{T54
.,
GIN
}fir 40 SARO �titi`1 1.08.2021 f'
0 10 20 40
SCALE. 1 - 201 NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
BID SET
No. Date Description
1 11.05.2020 ZONING AND CLIENT COMMENTS
2 04.02.2021 DATUM UPDATE
Title:
ENLARGED GRADING &
STORM DRAINAGE PLAN
Project number: L20027 Sheet #:
Issued Date: 06.24.2021
Drawn by: RB C5.04
Approved by: JO
J I I I

FES 21
l lIII I IIIIII III ` AREA: 0.31 AC
1' o
I IIlI / l lI
DA17 P
AREA: 0.11 AC
II II i I �� ► � — � EaFE k I III I
\\ I I I - ► �
III
\ I I DA 18
AREA: 0.05 AC
III////III III 578.
II `II r III III I � � 4.9'
II IIII I IIII I I 73.
i
E
0
N
N
C
0
z
7'
N
O
N
J
O
N
0
N
U
A)
O
^L
LL
STEWART
101 N. TRYON ST., #1400
FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925
PROJECT #: L20027
Client:
DUKE
ENERGY:.
DUKE ENERGY
PROJECT MANAGER: BRIAN COUTURE
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
W ETLAN DS
& WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Vicinity map:
NORTH5
NOT TO SCALE
Seal:
k4111Lllilllr�
04948 {
}f r a 8A0',\ti`09.16.2020
ff,
0 30 60 120
SCALE: 1" = 60' NORTH
Project:
SOUTH POINT
ACCESS AREA
Issued for:
UPGRADES
BID SET
No. Date Description
= 11.08.2021 ----
Title:
INLET AREA
DRAINAGE MAP
Project number: L20027 Sheet #:
Issued Date: 06.24.2021
Drawn by: ??? C5.30
Approved by: ???
J

GRADING LEGEND:
DETAIL
SYMBOL
DESCRIPTION
REFERENCE
3
DRAINAGE AREA
BOUNDARY
N/A
IMPERVIOUS AREA
N/A
E
0
N
O
N
C
O
z
N
O
O
N
J
0
N
0
N
U
O
^L
LL
STEWART
101 N. TRYON ST., #1400
FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925
PROJECT #: L20027
Client:
DUKE
1%1 ENERGY:.
DUKE ENERGY
PROJECT MANAGER: BRIAN COUTURE
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
W ETLAN DS
& WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Vicinity map:
T
ORTH
NOT TO SCALE
Seal:
k4111Lllilllr�
04948 {
}fr ff�a SAR�titi`09.16.2020
0 30 60 120
SCALE: 1" = 60' NORTH
Project:
SOUTH POINT
ACCESS AREA
Issued for:
UPGRADES
BID SET
No. Date Description
= 11.08.2021 ----
Title:
POST — DEVELOPMENT
DRAINAGE AREA MAP
Project number: L20027
Sheet #:
Issued Date: 06.24.2021
Drawn by: ???
C5.31
Approved by: ???
J

E
n3
LO
CD
N
0
N
C
C)
>
O
z
r`
N
O
(D
N
J
CD
N
CD
N
U
.o
D-
IG TREE
AAY BE EITHER 4"DIA. PINE,
OAK, OR 1.33 LB/LF STEEL
WEATHERPROOF SIGN
AS SHOWN ABOVE
NOTES:
• WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
• LETTERS ARE TO BE 3" HIGH MIN., CLEARLY LEGIBLE AND SPACED AS DETAILED.
• SIGNS ARE TO BE PLACED NO GREATER THAN 200' ON CENTER.
• PLACE SIGN AT EACH END OF LINEAR TREE PROTECTION AREA AND 200' ON CENTER THEREAFTER.
• FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN
PER PROTECTION AREA.
• ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
• MAINTAIN TREE PROTECTION FENCE POSTS AND FABRIC.
• ADDITIONAL SIGNS MAY BE REQUIRED BY THE LOCAL JURISDICTIONAL INSPECTION DEPARTMENT BASED
ON ACTUAL FIELD CONDITIONS.
• INSTALL TREE PROTECTION FENCE & SIGNAGE PRIOR TO CALLING FOR THE INITIAL ON -SITE INSPECTION
BY THE LOCAL JURISDICTIONAL INSPECTOR.
40"
�I 3
v
TREE PROTECTION AREA ORANGE, RESISTANT,
HIGH-TENSILIL E STRENGTH,
POLY BARRICADE FABRIC
DO NOT ENTER
SIGN DETAIL
TREE PROTECTION FENCE
NTS
2
WATER ENTRY UNIT
GENERAL
NOTES:
WITH TRASH SCREEN
1.
PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE
PIPE.
2.
PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN
CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD
nonnuwnno
CONDITIONS WARRANT A CHANGE.
rC
3.
EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
°
4.
EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
RIFICE OPENING INSIDE THE
INSTALLED.
ORIZONTAL TUBE WITH A
5.
EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
CONSTANT HYDRAULIC HEAD DDISCHARGE
END OF THE PIPE.
6.
INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
MANNER.
7.
EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT
SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
FLOAT
TOP VIEW
SCHEDULE 40 PVC PIPE
REL OR ARM)
BLE HOSE
VC VENT PIPE
POTENTIAL FOR PIPING CAN
OCCUR. PROPER DESIGN
TO MINIMIZE DISCHARGE
AROUND PIPE MUST OCCUR.
TER ENTRY UNIT
THEN EMBANKMENT
EMERGENCY SPILLWAY
SCHEDULE 40 PVC PIPE
(BARREL OR ARM)
FLEXIBLE HOSE
PVC VENT
PIPE
L = 1.4 x DEPTH
TO THE OVERFLOW
MINIMUM LENGTH APPLIES
T
END VIEW SIDE VIEW MAINTAIN DEPRESSION TO
DISCHARGE PIPE MINIMIZE CHANCE OF
SCHEDULE 40 (NO SCALE) SKIMMER BECOMING STUCK
DRAWN BY T. R. EVANS 10/10
J. W. FAIRCLOTH & SON INC.
FAIRCLOTH SKIMMER° DISCHARGE SYSTEM WITH EMBANKMENT TELEPHONE:
(19) 732-124
TELEPHONE: [phone]
FAX: [phone]
EMAIL: WARREN OFAIRCLOTHSKIMMER.COM
6 FAIRCLOTH SKIMMER WITH OUTLET STRUCTURE NTS
#5 WASHED STONE CLASS I RIP RAP
6" MIN. THICK x 3' HIGH (MIN)
t'Low
\ PIPE
GENERAL NOTES: PERSPECTIVE VIEW #5 WASHED STONE
-2-
6"
1. GRAVEL AND RIP RAP FILTER BERM BASIN SHOULD BE USED TO MIN
PROTECT EXISTING PIPE INVERTS THAT DRAIN 5 ACRES OR LESS.
2. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTED UNLESS
OTHERWISE NOTED. FLOW =V -i
3. CLEANOUT PRIOR TO SEDIMENT REACHING HALF OF BERM 2 3
MIN.
HEIGHT.
CLEANOUT ELEVATION (SEE NOTE 3) SECTION
3 HORSESHOE INLET PROTECTION
CLASS I RIP RAP
FINISHED GRADE
NTS
700 G/M2 COIR EROSION
OR COIR MESH BAFFLE A
TO POSTS WITH LENGTHS
BAFFLE INSTALLATION
HrrLt JI"IUULU t5t n-- I'llUr1r-K I rV
F SPILLWAY. TOP OF BAFFLE
3E 2" LOWER THAN THE TOP OF
SUPPORT WIRE
FENCE AND NETTING
BURIED IN TRENCH OR
PINNED WITH 8" MATTING
STAPLES
8" DEEP TRENCH,
BACKFILLED AND
COMPACTED
SECTION AT OPENING
NOTES MAINTENANCE
1. DRIVE STEEL FENCE POST AT LEAST 24" INTO 1. INSPECT BAFFLES AT LEAST ONCE A WEEK OR
SOLID GROUND AFTER ANY RAINFALL
2. WOOD POSTS ARE NOT ACCEPTABLE 2. REMOVE SEDIMENT WHEN IT REACHES HALF
3. USE STAPLES V APART TO ATTACH FABRIC FULL. SEDIMENT DEPTH SHOULD NEVER EXCEED
4. ALL BAFFLES SHALL BE TIED INTO THE BASIN HALF THE DESIGN STORAGE DEPTH.
EMBANKMENTS TO PREVENT WATER FROM 3. TAKE ALL PRECAUTION TO MAINTAIN QUALITY OF
BYPASSING ON EITHER SIDE. BAFFLES. IF BAFFLES ARE DAMAGE, REMOVE
AND REPLACE.
BAFFLE DETAIL
MAINTENANCE NOTES:
Inspect temporary sediment basins at least weekly and after each significant (1/2
inch or greater) rainfall event and repair immediately. Remove sediment and
restore the basin to its original dimensions when it accumulates to one-half the
design depth. Place removed sediment in an area with sediment controls.
Check the embankment, spillways, and outlet for erosion damage, and inspect the
embankment for piping and settlement. Make all necessary repairs immediately.
Remove all trash and other debris from the riser and pool area.
SKIMMER SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
AREA
< 10 AC.
(ACRES)
MIN.
LENGTH TO
2:1
WIDTH RATIO
MAX.
LENGTH TO
6:1
WIDTH RATIO
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
DISTURBED)
325
SURFACE
(SQ. FT. PER
AREA
CFS Q10)
REQUIRED
PLAN VIEW
III
AVERAGE AREA*
= ' 1
WIDTH LENGTH \
* AREA OF BASIN WATER SURFACE
AT TOP OF PRIMARY SPILLWAY
CROSS-SECTION VIEW
INFLOW
DEWATERING
ZONE
FILTER FABRIC -
CLEANOUT DEPTH (H/2) -
DATA BLOCK
BAFFLES
10,
MIN.
NTS
NOTES:
1.
REFER TO NCESCPDM
SECTION #6.64 FOR
ADDITIONAL DESIGN
SPECIFICATIONS
REGARDING SKIMMER
SEDIMENT BASINS.
2.
REFER TO DETAIL 5/C9.11
FOR BAFFLE SPACING AND
DETAIL 6/C9.10 FOR BAFFLE
INSTALLATION
3.
SKIMMER INVERT
ELEVATION = BASIN
BOTTOM + V MIN.
4.
H = SPILLWAY ELEVATION -
SKIMMER INVERT
ELEVATION
LENGTH I
/- EMBANKMENT
SKIMMER
DEWATERING EMERGENCY
DEVICE SPILLWAY
LENGTH,L
(10' MIN.)
BAFFLES �-
V FREEBOARD W=5' MIN.
6" MAX. DEPTH OF FLOW OVER EMBANKMENT
EMERGENCY SPILLWAY
T=1.5' MIN.
Z=5' MAX.
1'SEDIMENT J MOUND RIP -RAP AS
PEDESTAL
STORAGE J
(OR APPROVED
EQUIVALENT)
H=2' MIN EMERGENCY
SPILLWAY
SKIMMER ARM ANTI -SEEP
LENGTH = H x 1.5 COLLAR
(MIN. 5')
BASIN
DRAINAGE
AREA
(ACRES)
DENUDED
AREA
(ACRES)
Q10
BASIN VOLUME
BASIN SURFACE AREA
CLEANOUT
DEPTH (FT.)
H/2
H
(FEET)
Z
(FEET)
L
(FEET)
T
(FEET)
W
(FEET)
SKIMMER
PIPE
DIAMETER
SKIMMER
ORIFICE
DIAMETER
REQUIRED
(CUBIC FT.)
PROVIDED
(CUBIC FT.)
REQUIRED
(SQ FT.)
PROVIDED
(SQ FT.)
#1
1.90
1.81
7.35
3,420
5,104
2,387
3,200
1.0
2
3.5
6'
1.5
5
1.5"
1"
#2
0.95
0.95
3.76
1,710
3,784
1,223
2,450
1.0
2
3.5
4'
1.5
5
1.5"
0.75"
SKIMMER SEDIMENT BASIN
NTS
L
MR-14111 MAMV14
LIIVII I J Ur UIJ I UMt5/iINUt - JCC rL/AIN r-UM UIJ I Umbr_U LIIVII I J
(WIDTH VARIES PER PLAN GRADING REQUIREMENTS)
NOTES:
1. THIS DETAIL IS INTENDED FOR VEGETATIVE CLEARING ONLY. SEE ADDITIONAL DETAILS FOR INFORMATION REGARDING TRAIL CONSTRUCTION.
2. CONTRACTOR TO REMOVE THE FOLLOWING VEGETATION LOCATED WITHIN THE LIMITS OF DISTURBANCE (APPROX. 20' WIDTH): GRASSES,
GROUNDCOVERS, SHRUBS, SAPLINGS, AND TREES WITH A CALIPER OF LESS THAN 4". VEGETATION SHALL BE CUT BACK FLUSH TO GROUND.
TREES WITH A CALIPER OF 4" OR GREATER ARE TO REMAIN IF POSSIBLE. CONTRACTOR TO REMOVE LOWER LIMBS AND/OR HANGING
BRANCHES WITHIN THE LIMITS OF DISTURBANCE TO PROVIDE THE APPROPRIATE HEIGHT CLEARANCE AS SHOWN ABOVE.
3. THE CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS TO EXISTING GRADE UNLESS SHOWN OTHERWISE IN THE PLANS.
4. ALL DISTURBED AREAS TO BE SEEDED.
TRAIL CLEARING AND GRUBBING NTS
VEGETATE DISTURBED AREA
ABOVE SLOPE
EXISTING GRADE
-�
FULL POND ELEV. = 568.67
1
2 CLASS 1 RIP RAP
EROSION CONTROL FABRIC---­V_
TARGET RECREATION
WATER ELEV. = 565.67
LAKE BOTTOM
TYPICAL CONDITIONS
12" TO 36" ERODED CUT
WAVE EXPOSURE
RESERVOIR:
LAKE WYLIE
PROJECT:
SOUTHPOINT ACCESS AREA
SHORELINE STABILIZATION
DRAWING TITLE:
DETAIL
MINOR RIP RAP STABILIZATION
1
VEGETATE DISTURBED AREA
ABOVE SLOPE
i, VEGETATION AND EROSION
CONTROL FABRIC
EXISTING GRADE
1
2
4' MAX
CLASS 2 RIP RAP
1
(� FULL POND ELEV. = 568.67
2 I
EROSION CONTROL FABRIC -----W TARGET RECREATION
WATER ELEV. = 565.67
TYPICAL CONDITIONS ��%//�jLAKE So -
THAN
GREATER THAN 6' OF ERODED CUT
WAVE EXPOSURE
RESERVOIR: LAKE WYLIE
PROJECT: SOUTHPOINT ACCESS AREA
SHORELINE STABILIZATION
DRAWING TITLE:
DETAIL
SEVERE RIP RAP STABILIZATION
3
BANK STABILIZATION
/ See Inset A
EXCELSIOR WATTLE
O���OQ�
9
MATTING
BACK
SLOPE
ISOMETRIC VIEW
WATTLE
VEGETATION AND EROSION
Sex, CONTROL FABRIC
EXISTING GRADE
I 3' MAX
CLASS 2 RIP RAP
1
FULL POND ELEV = 568.67
2 I
TARGET RECREATION
EROSION
CONTROL FABRIC------"-
WATER ELEV. = 565.67
LAKE BOTTOM
TYPICAL CONDITIONS
36" TO 72" ERODED CUT
WAVE EXPOSURE
RESERVOIR:
LAKE WYLIE
PROJECT:
SOUTHPOINT ACCESS AREA
SHORELINE STABILIZATION
DRAWING TITLE:
DETAIL
MODERATE RIP RAP STABILIZATION
2
SHORELINE STABILIZATION NOTES
1. DETAILS 1 THRU 3 ARE APPLICABLE TO THE AREA INDICATED AS "SHORELINE STABILIZATION
AREA" ON THE PLANS. SHORELINE WITHIN THE AREA INDICATED MAY REQUIRE STABILIZATION
BASED ON EXISTING CONDITIONS.
THE APPLICABLE DETAIL TO BE IMPLEMENTED IS BASED ON EXISTING CONDITION OF THE
SHORELINE PRIOR TO CONSTRUCTION AND SHALL BE COORDINATED IN DETAIL WITH DUKE
ENERGY BEFORE CONSTRUCTION COMMENCES.
2. MAXIMUM SHORELINE TO BE STABILIZED AS PART OF A SINGLE PROJECT IS 1000 LINEAR
FEET.
WATTLE DETAIL
OF PAVEMENT
NTS
NOTES:
USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
CROSS SECTION.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE
STANDARD SPECIFICATIONS.
(Ah
STAKES• STAPLES
INSET A INSET B
TOP VIEW
NTS
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
Client:
DUKE
�I
DUKE ENERGY
PROJECT MANAGER: BRIAN COUTURE
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
/ W ETLAN DS
a WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, INC 28677
704-773-4239
NRTH
NOT TO SCALE
Seal:
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Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
BID SET
No. Date Description
1 07.28.2021 PER OWNER COMMENTS
2 08.12.2021 BID QUESTIONS
Title:
EROSION CONTROL
DETAILS
Project number: L20027 Sheet #:
Issued Date: 06.24.2021
Drawn by: RB C 9 ■ 11
Approved by: JO
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HOPE -
AASHTO M294
1= Q
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20' for pipe
diameters <_
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PVC
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_< 60"
Q �
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diameters >_
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_< 36"
NOTES:
FILL HEIGHTS SHOWN WERE CALCULATED USING
Q
*
(Maximum fill)
30' for pipe
diameters >_
12" and
_< 36"
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
Q
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CC
W
*
(Maximum fill)
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II pipe
RCP -
AASHTO M170
20' Class
III pipe
30' Class
IV pipe
40' Class
V pipe
(For fills
> 40' & < 80'
use LRFD Direct [Tesign Method)
NOTES:
FILL HEIGHTS SHOWN WERE CALCULATED USING
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
* FILL HEIGHT
IS MEASURED FROM
THE TOP OF
THE PIPE
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
SHEET 3 OF 3
3 0 0 ■ 0 1
TO THE BOTTOM OF THE PAVEMENT STRUCTURE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
PIPE BEDDING DETAIL CONTINUED
NTS
NATURAL STONE JETTIES
BOTH SIDES OF BEACH
SECTION 10 WATERS IMPACT
BEACH STABILIZATION
LENGTH = 46 LF
AREA = 0.01 Ac
VOLUME = 26.0 CY
SCALE: 1" = 10'
SECTION 10 WATERS IMPACT
BEACH ESTABLISHMENT
AND RE -NOURISHMENT
LENGTH = 180 LF
AREA = 0.11 Ac
VOLUME = 154 CY
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Q
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— — - SPRINGLINE OF PIPE
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SELECT BACKFILL MATERIAL CLASS III OR CLASS II,
CWC
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ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP
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APPROVED SUITABLE LOCAL MATERIAL ABOVE SPRINGLINE.
TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL.
UNDISTURBED EARTH MATERIAL
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1
FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE
SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE
SHEET 2 OF 3
UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL
WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER.
300.01
ACCOMPLISH COMPACTION.
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Q
Q O
I.D. =THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION.
BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL.
O
O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION.
— — - SPRINGLINE OF PIPE
W
H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT
SELECT BACKFILL MATERIAL CLASS III OR CLASS II, TYPE 1
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP
ABOVE AND BELOW SPRINGLINE.
OF THE EMBANKMENT AT THAT POINT.
APPROVED SUITABLE LOCAL MATERIAL.
TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL.
UNDISTURBED EARTH MATERIAL
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1
FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE
SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE
ISHEET 1 OF 3
UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL
WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER.
300.01
ACCOMPLISH COMPACTION.
PIPE BEDDING DETAIL
NTS
STEWART
101 N. TRYON ST., #1400
FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925
PROJECT #: L20027
Client:
DUKE
DUKE ENERGY
PROJECT MANAGER: BRIAN COUTURE
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
/ W ETLAN DS
+� Sc WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
kg�r]*6piap:
NOT TO SCALE
Seal:
`k4,;ti<<�Irr�r�f
Ali UAli `�f`•
10
SEAL
ti+4$484
i
0
1-08.2021
Project:
SOUTH POINT
ACCESS AREA
Issued for:
UPGRADES
BID SET
No. Date Description
1 07.28.2021 PER OWNER COMMENTS
11.08.2021 ----
Title:
GRADING & DRAINAGE
DETAILS
Project number: L20027
Sheet #:
Issued Date: 06.24.2021
Drawn by: ???
C9.22
Approved by: ???
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�P APRON
.PLAN
NOT TO SCALE
SECTION A -A
NOT TO SCALE
ENHANCED SWALE
MAINTENANCE NOTES:
Inspect riprap outletstructures weekly and aftersignificant (1/2 inch or greater)
rainfall events to see if any erosion around or below the riprap has taken place,
or if stones have been dislodged. Immediately make all needed repairs to
prevent further damage
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED.
8. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP RAP.
9. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
MUST BE STABILIZED.
USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL
FOR DESIGN DATA,
OUTLET
La
W1
W2
d50
*T
H
9B
10,
11.5'
4.50'
6"
10"
12"
13A
12'
11.25'
3.75'
6"
10"
12"
* d50 (see fig 8.06 a&b "NC SEDIMENT AND EROSION CONTROL MANUAL"
dmax = 1.5 x d50
T = 1.5 X dmax.
T(min.)=10"
RIP -RAP APRON
NATURAL GRADE
PLAN
ELEVATION
MINIMUM H=213 PIPE DIAMETER
DUALITY VOLUME
TRENCH 3-8 FEET DEEP
1.5-2.5 INCH CLEAN STONE
SAND FILTER 6" DEEP
(OR FILTER FABRIC EQUIVALENT)
RUNOFF EXFILTRATES THROUGH
UNDISTURBED SUBSOILS
(IF NEEDED)
NTS
SIN.
THICKNESS)=10" MIN.
NTS
EXISTING C^^^-
ALTERNATE WAI I
CONF
4"
PLAN
E _ ITI
END VIEW I�
FLARED END -SECTION
"'"'r'T'^"' BOX (SIZE BASED ON
;EADER PIPE SIZE)
TYP.
i xEADER
DI A AI
SECTION A -A
LEVEL SPREADER DETAIL
TABLE OF DIMENSIONS
D
T
A
B
C
E
L
WT.
12"
2-1/4"
4"
2'-0"
4'-1°
2'4"
6-1"
730
15"
2-1/4"
6"
2'-3"
T-10"
2'4"
6'-1"
730
18"
2-1/2"
9"
2'-3"
T-10"
T-0"
6-1"
1190
24"
3"
10"
T-8"
2'-6"
4'4"
6-2"
1770
30"
3-1/2"
1'-0"
4'-6"
1'-8"
5'-0"
6-2"
2380
36"
4"
V-3"
5-3"
2'-11"
6'4"
8'-2"
5320
42"
4-1/2"
1'-9"
5-3"
2'-11"
6-6"
8'-2"
5920
48"
5"
2'4°
6-0"
2'-2"
T-0"
8'-2"
7470
54"
5-1/2"
2'-3"
5-6"
2'-10"
T-6"
8'-4"
8810
60"
6"
2'-6"
5-0"
T-3"
8'4"
8'-3"
11180
66"
6-1/2"
T-0"
6-0"
2'-3"
8'-6"
8'-3"
12530
72"
7"
T-0"
6-6"
V-9"
9'4"
8'-3"
13980
NOTES
1. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF
REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER AASHTO M170, TABLE
2, WALL B
2. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
3. FOR CONNECTION TO RCP PROVIDE TONGUE AND SPIGOT JOINT AT INLET
END SECTION.
4. FOR CONNECTION TO HDPE PROVIDE HDPE INTERNAL COUPLER SPIGOT
ADAPTER (AVAILABLE FROM MANUFACTURER). EITHER WRAP CONNECTION
WITH GEOTEXTILE FABRIC AND PROVIDE 2,500 PSI OR BETTER CONCRETE
COLLAR (PIPE O.D. + 12" EACH WAY, 12" THICKNESS) AT CONNECTION OR
PROVIDE MAR MAC DISSIMILAR COUPLER WITH SUFFICIENT WIDTH TO
ALLOW TWO STRAPS ON CONCRETE AND TWO STRAPS ON HDPE.
5. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS ARE PERMITTED BASED ON THE
MANUFACTURER'S STANDARD FORMS.
NTS
JB
LEVEL SPREADER
PIPE SIZE
Q10 (cfs)
L (MIN.)
RIM ELEV.'
9B
18"
7.76
78'
577.80
22
10"
1.30
20'
570.68
20
18"
7.14
72'
569.53
NOTE: LENGTH OF LEVEL SPREADER DESIGNED TO RESULT IN
A DEPTH OF FLOW EXITING THE LEVEL SPREADER OF LESS
THAN 1" AND A VELOCITY LESS THAN 5 FPS IN THE 10-YEAR
STORM EVENT.
RIM ELEVATION SHALL MATCH EXISTING FIELD
CONDITIONS AND BE LEVEL FOR THE LENGTH OF THE
PIPE
EXISTING GRADE
SLOPE MATTING
RIM
EXISTING GRADE
STEWART
101 N. TRYON ST., #1400
CHARLOTTE, NC 28202
T 704.334.7925
FIRM LICENSE #: C-1051
www.stewartinc.com
PROJECT #: L20027
Client:
)
DUKE
ENERGY®
DUKE ENERGY
PROJECT MANAGER: BRIAN COUTURE
526 S. CHURCH
STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
W ETLAN DS
,�
Sc WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
NORTH
NOT TO SCALE
Seal:
0 c3r 0 t,
SEAL f.
04948
fsrrt � AR %- <") 1-08.2021
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
BID SET
COMPACTED SOIL18W1No. Date Description
1 07.28.2021 PER OWNER COMMENTS
PERFORATED ALUMINUM CMP. 11.08.2021 ----
LOWER HALF OF PIPE TO ALLOWDRAINAGE BETWEEN STORM EVENTS7 STONE
SECTION B-B
NTS
Title:
STORMWATER DETAILS
Project number: L20027
Sheet #:
Issued Date: 06.24.2021
Drawn by: ???
C 9 2 3
Approved by: ???
■
J

LANDSCAPE NOTES:
1. SEE SHEET C0.10 FOR GENERAL NOTES.
2. VERIFY ALL QUANTITIES AND REPORT ANY DISCREPANCIES OR INACCURACIES IN THE
PLANS TO THE OWNER'S REPRESENTATIVE PRIOR TO PLANTING.
11. SOIL SHOULD BE TESTED AND AMENDED WITH LIME AND FERTILIZER FOR HARDWOOD
TREES ACCORDING TO NCDA PROCEDURES. SCARIFY PLANT PIT WALLS. CONSULT
LANDSCAPE ARCHITECT FOR ALTERNATE COMPLIANCE.
E
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LL
3. LANDSCAPE WORK SHALL INCLUDE THE FURNISHING, INSTALLATION, AND WARRANTY
OF ALL PLANTING MATERIALS WITHIN THE PROJECT AREA.
4. THE LANDSCAPE CONTRACTOR SHALL ASCERTAIN THE LOCATION OF ALL EXISTING
AND NEW UNDERGROUND UTILITIES PRIOR TO EXCAVATION FOR PLANTING. DAMAGES
TO UTILITIES CAUSED BY THE LANDSCAPE OPERATION SHALL BE CORRECTED BY THE
LANDSCAPE CONTRACTOR AT NO COST TO THE OWNER.
5. LANDSCAPING SHALL REMAIN CLEAR FROM ANY FIRE HYDRANTS ON THE SITE.
6. ALL TREES TO BE A MINIMUM OF 2" IN CALIPER AND MUST MEET THE AMERICAN
STANDARD FOR NURSERY STOCK.
7. TREE PROTECTION NOTE: TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO
ANY DEMOLITION, LAND DISTURBANCE OR ISSUANCE OF A GRADING PERMIT AND
SHALL INCLUDE WARNING SIGNS POSTED IN BOTH ENGLISH AND SPANISH, AS
FOLLOWS: "NO TRESPASSING/TREE PROTECTION AREA/PROHIBIDO ENTRAR / ZONA
PROTECTORA PARA LOS ARBOLES."
8. PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE
LOWERING OF EXISTING GRADE AROUND A TREE OR STRIPPING OF TOPSOIL, A CLEAN,
SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE
SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE
PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST
AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION
IN THE VICINITY OF THE TREES IS COMPLETE. NO STORAGE OF MATERIALS, FILL, OR
EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE
PROTECTED AREA.
9. SEED BED PREPARATION: ALL AREAS TO BE SEEDED ARE TO BE RECEIVE A MINIMUM
OF 2" OF APPROVED TOPSOIL. ALL DEBRIS, ROCKS, ETC. LARGER THAN .5" ARE TO BE
REMOVED. ALL LARGE CONCENTRATIONS OF GRAVEL & DEBRIS REGARDLESS OF SIZE
ARE TO BE REMOVED PRIOR TO SEEDING OR PLANTING.
10. ALL PLANT BED AREAS ARE TO RECEIVE A MINIMUM OF 6" OF APPROVED TOPSOIL.
12. SHREDDED HARDWOOD MULCH 3" DEEP EXCEPT AT CROWN OF PLANT UNLESS
OTHERWISE NOTED. FLARE AT CROWN SHOULD BE REVEALED. BACKFILL CONSISTS OF
THOROUGHLY BROKEN UP NATIVE SOIL. TOTAL VOLUME OF BACKFILL SHOULD BE
AMENDED WITH UP TO ONE THIRD PINE BARK MULCH. PIECES SHOULD BE NO LARGER
THAN WHAT PASSES THROUGH A ONE INCH SCREEN. IF ADDITIONAL SOIL IS REQUIRED
FOR BACKFILL DUE TO DETRIMENTAL SUBSOIL DRAINAGE CONDITIONS, USE SOIL
SIMILAR TO EXISTING NATIVE SOIL. ADDITIONAL SOIL TO BE APPROVED BY LANDSCAPE
ARCHITECT. MAXIMUM SAUCER HEIGHT IS 6 INCHES.
13. TOP OF ROOTBALL TO BE RAISED 2-3 INCHES ABOVE EXISTING GRADE.
14. FOR B&B PLANTS, NATURAL FIBER BURLAP SHOULD BE TURNED DOWN BY 1/3 TOTAL
HEIGHT OF ROOT BALL. PLASTIC FIBER BURLAP AND WIRE BASKETS SHOULD BE
REMOVED TO 2/3'S OF TOTAL HEIGHT OF ROOT BALL.
15. CONTRACTOR IS RESPONSIBLE FOR KEEPING THE TREE UPRIGHT AND PLUMB
THROUGHOUT THE WARRANTY PERIOD. IF STABILIZATION IS NECESSARY SEE STAKING
IN TREE DETAIL, ORANGE FLAGGING TAPE SHOULD BE ATTACHED TO SUPPORT WIRE.
STAKING SHOULD BE REMOVED BY CONTRACTOR AT END OF ONE YEAR WARRANTY
PERIOD OR AS DIRECTED BY GROUNDS MANAGEMENT.
16. USE STANDARD "GATOR" BAGS FOR WATERING TREES IN AREAS NOT UNDER
IRRIGATION. INCORPORATE TERRA -SORB (OR EQUAL) AS PER MANUFACTURERS
RECOMMENDATIONS, FOR AREAS NOT UNDER IRRIGATION.
17. USE "BIO-BARRIER" OR EQUIVALENT ACCORDING TO MANUFACTURER'S
RECOMMENDATION FOR TREES THAT WILL BE PLANTED WITHIN 10' OF PAVEMENT
18. LANDSCAPING/C.O. STANDARDS NOTE: ALL LANDSCAPING MUST BE IN PLACE PRIOR TO
REQUEST FOR A CERTIFICATE OF COMPLIANCE.
19. SHORELINE STABILIZATION PLANTINGS SHOULD BE SELECTED FROM DUKE ENERGY'S PLANT
RECOMMENDATION LITU AND PLANTED BASED ON A SITE EVALUATION AT TIME OF
CONSTRUCTION. AREAS MARKED ON THIS PLAN INDICATE SHORELINES NEEDING
STABILIZATION DURING TIME OF CONSTRUCTION DOCUMENTATION ONLY. ADDITIONAL
STABILIZATION ACCESS MAY BE NEEDED AT TIME OF CONSTRUCTION. CONTACT DUKE
ENERGY LAKE MANAGEMENT BEFORE PLANTING AT 704.382.8086.
STEWART
101 N. TRYON ST., #1400
FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925
PROJECT #: L20027
Client:
DUKE
1%1 ENERGY:.
DUKE ENERGY
PROJECT MANAGER: BRIAN COUTURE
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
T4fW ETLAN DS
s&, WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
kg�r}y 6piap:
NORTH
NOT TO SCALE
Seal:
0 30 60 120
SCALUE: 1" = 60' NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
BID SET
No.
Date
Description
1
11.05.2020
ZONING AND CLIENT COMMENTS
2
04.02.2021
DATUM UPDATE
3
06.24.2021
PER OWNER'S REVIEW
4
----
NCDWR REVISIONS
Title:
OVERALL LANDSCAPE
PLAN
V, I Project number: L20027 Sheet #:
Issued Date: 06.24.2021
/ 1W ( - I I Drawn by: TM L2.00
Approved by: EMB
J

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LAKE WYLIE BUFFER '
1
1
1
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■
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RGET POND
ELEV. = 565.67'
FULL POND ELEV. = 568.67'
100 YEAR FLOOD
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1
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SHEET L2.02
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PLANT SCHEDULE
NOTES:
1. FULL POND, TARGET RECREATIONAL
WATERLINE, AND CATAWBA RIVER/LAKE WYLIE
BUFFER HAVE BEEN APPROXIMATED FOR
PURPOSES OF THIS PLAN AND HAVE NOT BEEN
SURVEYED.
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
Client:
DUKE
ENERGY®
DUKE ENERGY
PROJECT MANAGER: BRIAN COUTURE
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
TREES
CODE
QTY
BOTANICAL / COMMON NAME
CONTAINER
CALIPER
HEIGHT
SPACING
NOTES
ET LA N C> 5
ACRU
4
ACER RUBRUM
B&B
3"CAL
10 TO 12 FT
AS SHOWN
STRONG CENTRAL LEADER►jj
RED MAPLE(D
r
& WATERS
WETLANDS & WATERS, INC.
ASTR
10
ASIMINA TRILOBA
B&B
3"CAL
10 TO 12 FT
AS SHOWN
STRONG CENTRAL LEADER
aoaa°4btlp0000
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PAWPAW
CHRIS HUYSMAN
�o°0000aaa°oo
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
BENI
17
BETULA NIGRA
B&B
3"CAL
10 TO 12 FT
AS SHOWN
MULTI -STEM
(
a
MULTI -TRUNK RIVER BIRCH
I
I Key map:
—
CLKE
11
CLADRASTIS KENTUKEA
B&B
3"CAL
10 TO 12 FT
AS SHOWN
STRONG CENTRAL LEADER
AMERICAN YELLOWWOOD
FAGR
23
FAGUS GRANDIFOLIA
B&B
3"CAL
10 TO 12 FT
AS SHOWN
STRONG CENTRAL LEADER
AMERICAN BEECH
FRPE
12
FRAXINUS PENNSYLVANICA
B&B
3"CAL
10 TO 12 FT
AS SHOWN
STRONG CENTRAL LEADER
GREEN ASH
HAVI
8
HAMAMELIS VIRGINIANA
B&B
3"CAL
10 TO 12 FT
AS SHOWN
MULTI -TRUNK
W
ICOMMON
WITCH HAZEL
LITU 6 LIRIODENDRON TULIPIFERA B&B 3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL LEADER
TULIP POPLAR
0 NORTH
PIST 17 PINUS STROBUS B&B 3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL LEADER
WHITE PINE Seal:
I
•
QUAC
16
QUERCUS ACUTISSIMA
B&B
3"CAL
10 TO 12 FT
AS SHOWN
STRONG CENTRAL LEADER
SAWTOOTH OAK
ITS0
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=va �{ 1I11''//'aaDD��<`°a y -
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QUVI
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LIVE OAK
B&B
3"CAL
10 TO 12 FT
AS SHOWN
ye v
BiD 1 1.08.2021
CANOPY TREES
CODE
QTY
BOTANICAL / COMMON NAME
CONTAINER
CALIPER
HEIGHT
SPACING
NOTES
PITA
20
PINUS TAEDA
LOBLOLLY PINE
B&B
3"CAL
10 TO 12 FT
AS SHOWN
EVERGREEN
EVERGREEN TREES
CODE
QTY
BOTANICAL / COMMON NAME
CONTAINER
CALIPER
HEIGHT
SPACING
NOTES
ILOP
13
ILEX OPACA
B&B
2 IN
8' MIN
AS SHOWN
FULL TO GROUND
0
AMERICAN HOLLY
SHRUBS
CODE
QTY
BOTANICAL / COMMON NAME
CONTAINER
---
HEIGHT
SPACING
NOTES
OGLOSSY
ABGR
135
ABELIA GRANDIFLORA
ABELIA
3 GAL
24 IN
AS SHOWN
0 10 20 40
AEPA
19
AESCULUS PARVIFLORA
BOTTLEBRUSH BUCKEYE
3 GAL
24 IN
AS SHOWN
SCALUE: 1" = 20' NORTH
�.
;��
CAAM
29
CALLICARPA AMERICANA
AMERICAN BEAUTY BERRY
3 GAL
24 IN
AS SHOWN
Project:
CAFL
12
CALYCANTHUS FLORIDUS
SWEET SHRUB
3 GAL
18 IN
AS SHOWN
SOUTH POINT
°Wx�
����
CALU
37
CAREX LURIDA
LURID SEDGE
1 GAL
12 IN
AS SHOWN
ACCESS AREA
3
CORNUS AMOMUM
3 GAL
24 IN
ASSHOWN
DCOAM
SILKY DOGWOOD
U P G RA D E S
ILGL
56
ILEX GLABRA
INKBERRY HOLLY
3 GAL
18 IN
AS SHOWN
ILVO
3
ILEX VOMITORIA
YAUPON HOLLY
5 GAL
42 IN
AS SHOWN
Issued for:
BID SET
O
NEOL
35
NERIUM OLEANDER DWARF'
DWARF OLEANDER
3 GAL
24 IN
AS SHOWN
No. Date Description
GRASSES
CODE
QTY
BOTANICAL / COMMON NAME
CONTAINER
---
HEIGHT
SPACING
NOTES
PASO
6
PANICUM SONORUM
PANIC GRASS
1 GAL
12 IN
AS SHOWN
1 11.05.2020 ZONING AND CLIENT COMMENTS
2 04.02.2021 DATUM UPDATE
ITS
3 06.24.2021 PER OWNER'S REVIEW
4 ---- NCDWR REVISIONS
SEED
CODE
TY
BOTANICAL / COMMON NAME
CONTAINER
---
HEIGHT
SPACING
NOTES
a a i a -
a a
FEST
L4OMMERCIAL
154,182 SF
FESTUCA X
FESCUE BLEND
SEED
- ____ ____
a
-
MULCH
CODE
QTY
BOTANICAL / COMMON NAME
CONTAINER
---
HEIGHT
SPACING
NOTES
---- ----
PISTR
18,339 SF
PINE STRAW MULCH
MULCH
Title:
LANDSCAPE PLAN -
NORTH ENLARGEMENT
Project number: L20027
Sheet #:
Issued Date: 06.24.2021
Drawn by: TM
L2.01
Approved by: EMB

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0 Key map:
p L2.03 L2.04
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(5) HAVI O 0 TULIP POPLAR
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(3) FAGR 0 0
\ ° 00000 Q Q0p cp FIST 17 PINUS STROBUS B&B 3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL LEADER L2.01
(1) PITA ° ¢
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SAWTOOTH OAK
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LIVE OAK
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PITA 20 PINUS TAEDA B&B 3"CAL 10 TO 12 FT AS SHOWN EVERGREEN
°
° LOBLOLLY PINE
Seal:
. l p
EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME CONTAINER CALIPER HEIGHT SPACING NOTES
ILOP 13 ILEX OPACA B&B 2 IN 8• MIN AS SHOWN FULL TO GROUND
AMERICAN HOLLY `����`"'�""'��,,�
(1) PITA .`�` � N ....0
_ 2 BENI i SHRUBS CODE QTY BOTANICAL /COMMON NAME CONTAINER -- HEIGHT SPACING NOTES
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°
+ GLOSSY ABELIA °
Z7
° ° a a`, d pl AEPA 19 AESCULUS PARVIFLORA 3GAL 24 IN AS SHOWN % 2��ClVl�y y;°• w;'
BOI ILEBRUSH BUCKEYE Y °°••°°°
°
A Gv vv`�� 1 1.08.2021
CAAM 29 CALLICARPA AMERICANA 3 GAL 24 IN AS SHOWN �
•"": AMERICAN BEAUTY BERRY
° 1.: CAFL 12 CALYCANTHUS FLORIDUS 3 GAL 18 IN AS SHOWN
0
°
SWEET SHRUB
° o °
°
°
°
o ° °
N.� CALU 37 CAREX LURIDA 1 GAL 12 IN AS SHOWN
° •J LURID SEDGE
COAM 3 CORNUS AMOMUM 3 GAL 24 IN AS SHOWN
0SILKY DOGWOOD
° 0 10 20 40
ILGL 56 ILEX GLABRA 3 GAL 18 IN AS SHOWN
�+ INKBERRY HOLLY SCALUE: 1" = 20' NORTH
(3) CLKE
ILVO 3 ILEX VOMITORIA 5 GAL 42 IN AS SHOWN
° (1) QUAC } YAUPON HOLLY Project:
--�� (1) FAGR
(23) ILGL
O NEOL 35 NERIUM OLEANDER'DWARF' 3 GAL 24 IN AS SHOWN
DWARF OLEANDER SOUTH POINT
(2) FRPE °
o° GRASSES CODE QTY BOTANICAL / COMMON NAME CONTAINER --- HEIGHT SPACING NOTES ACCESS AREA
PASO 6 PANICUM SONORUM 1 GAL 12 IN AS SHOWN
° PANIC GRASS
UPGRADES
° SEED CODE_QTY_ BOTANICAL / COMMON NAME CONTAINER HEIGHT SPACING NOTES
FEST 154,182 SF FESTUCA X SEED
OMMERCIAL FESCUE BLEND
° ° MULCH CODE QTY BOTANICAL /COMMON NAME CONTAINER --- HEIGHT SPACING NOTES
Issued for:
(1) PIST ° _. ° °
PISTR 18,339 SF PINE STRAW MULCH MULCH BID SET
No. Date Description
1 11.05.2020 ZONING AND CLIENT COMMENTS
2 04.02.2021 DATUM UPDATE
A PLANT SCHEDULE BUFFER MITIGATION 3 06.24.2021 PER OWNER'S REVIEW
4 ---- NCDWR REVISIONS
TREES CODE QTY BOTANICAL / COMMON NAME CONTAINER CALIPER HEIGHT SPACING NOTES
° (2) PITA PIST 9 PINUS STROBUS B&B 3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL --- ---- ----
WHITE PINE LEADER
0 QUAC 9 QUERCUS ACUTISSIMA B&B 3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL --
SAWTOOTH OAK LEADER
°
Title:
(3) FAGR ° ! BUFFER MITIGATION CALCULATION
(1) PIST ° , TREES ARE TO BE PLANTED AT A RATE OF 260 TREES/ACRE. LANDSCAPE PLAN
TREE SIZE REQUIREMENTS - 2" CAL MIN. 8' HT. MIN.
4f IMPACTED AREA 3,640SF TREES REQUIRED )CENTER ENLARGEMENT
ED 22 (3,640 SF/ 43,560 SF X 260 TREES = 22 TREES) o ° ,
, TREES PROVIDED 22
.PE °
Project number: L20027 Sheet #:
. .. .. . � Issued Date: 06.24.2021
Drawn by: TM L2.02
SHEET L2.01 Approved by: EMB

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NOTES:
1. FULL POND, TARGET RECREATIONAL
WATERLINE, AND CATAWBA RIVER/LAKE WYLIE
BUFFER HAVE BEEN APPROXIMATED FOR
PURPOSES OF THIS PLAN AND HAVE NOT BEEN
SURVEYED.
4
TARGET POND ELEV. = 565.67' PLANT SCHEDULE
FULL POND ELEV. = 568.67' TREES CODE QTY BOTANICAL / COMMON NAME CONTAINER CALIPER HEIGHT SPACING NOTES
ACRU 4 ACER RUBRUM B&B 3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL LEADER
RED MAPLE
100 YEAR FLOOD ELEV. = 571' •
ASTR 10 ASIMINA TRILOBA B&B 3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL LEADER
S + e PAWPAW
•°•aooa•°°a
BENI 17 BETULA NIGRA B&B 3"CAL 10 TO 12 FT AS SHOWN MULTI -STEM
♦ �� ` / -, ` MULTI -TRUNK RIVER BIRCH ` (4) ENI
CLKE 11 CLADRASTIS KENTUKEA B&B 3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL LEADER
' (1) LITU AMERICAN YELLOWWOOD
FAGR 23 FAGUS GRANDIFOLIA B&B 3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL LEADER
0*0 651010d °
AMERICAN BEECH
D
+*(3) PITA �, d , FRPE 12 FRAXINUS PENNSYLVANICA B&B 3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL LEADER
O d
S, ' ♦ � � D , GREEN ASH
HAVI 8 HAMAMELIS VIRGINIANA B&B 3"CAL 10 TO 12 FT AS SHOWN MULTI -TRUNK
COMMON WITCH HAZEL
D
p .
p
LITU 6 LIRIODENDRON TULIPIFERA B&B 3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL LEADER
d d
D� TULIP POPLAR
d..
o.
d D �
° d
o� p° _ d PIST 17 PINUS STROBUS B&B 3"CAL 10 TO 12 FT AS SHOWN STRONG CENTRAL LEADER
WHITE PINE
°
d
d ° D
d °
p
D
0 0
UAC 16 UERCUSSIMA &B CAL 0 TO 12 FT ASSHOWN STRONG CENTRAL LEADER
H OAK D d
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d D
o d - - r _ •
d D
o (1) BENI p ■
I f o QUVI 1 QUERCUS VIRGINIANA B&B 3"CAL 10 TO 12 FT AS SHOWN
O O
D a a LIVE OAK
p
CANOPY TREESCOD QT BOTANICAL / C CON CALIP HEIGHT SPACING NOTES
d p
ITA 0 &B CAL 0 TO 12 FT ASSHOWN EVERGREEN
P 2 PINUS TAEDA B 3" 1 A
r LOBLOLLY PINE
f .
° J 1 EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME CONTAINER CALIPER HEIGHT SPACING NOTES
0 o OP 3 &B 2 IN 8' MIN AS SHOWN FULL TO GROUND
(2)BENI__ / (33)ABGR / IL 1 ILEX B
' AMERICAN HOLLY
d / • SHRUBS CODE QTY BOTANICAL /COMMON NAME CONTAINER ___ HEIGHT SPACING NOTES
d... d
° BGR 35 ORA GAL 4 IN ASSHOWN
• A 1 ABELIA GRANDIFL 3 2 A
4 �+ GLOSSY ABELIA
' ' AEPA 19 AESCULUS PARVIFLORA 3 GAL 24 IN AS SHOWN
o;"
(1) PITA _ d BOTTLEBRUSH BUCKEYE
d , O
CAAM 29 CALLICARPA AMERICANA 3 GAL 24 IN AS SHOWN
(1) LITU , AMERICAN BEAUTY BERRY
' CAFL 12 CALYCANTHUS FLORIDUS 3 GAL 18 IN AS SHOWN
SWEET SHRUB
1
tCALU 37 CAREX LURIDA 1 GAL 12 IN AS SHOWN
LURID SEDGE
p .
I I 1
OAM CORNUS AMOMUM GAL 4 IN ASSHOWN
' 1 TARGET POND ELEV. = 565.67' C 3 3 2 A
SILKY DOGWOOD
d , FULL POND ELEV. = 568.67' ILGL 56 ILEX GLABRA 3 GAL 18 IN AS SHOWN
+ INKBERRY HOLLY
D d
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100 YEAR FLOOD ELEV. = 571' VO AUPON HOLLY GAL 2 IN ASSHOWN
0
IL 3 ILEX VOMITORIA 5 4 A
o d d
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f ' NEOL 35 NERIUM OLEANDER DWARF' 3 GAL 24 IN AS SHOWN
30' CATAWBA RIVER,' O DWARF OLEANDER
D ' , LAKE WYLIE BUFFEF:
d..
GRASSES CODE QTY BOTANICAL / COMMON NAME CONTAINER HEIGHT SPACING NOTES
PASO 6 PANICUM SONORUM 1 GAL 12 IN AS SHOWN
30' CATAWBA RIVER/ PANIC GRASS
(1) FAGR LAKE WYLIE BUFFER SEED CODE OTY BOTANICAL / COMMON NAME CONTAINER --- HEIGHT SPACING NOTES
d - ! FEST 154,182 SF FOMMERCIAL FESCUE BLEND SEED
4
' ! MULCH CODE QTY BOTANICAL / COMMON NAME CONTAINER --- HEIGHT SPACING NOTES
d
(4) AEPA f (2) BENI PISTR 18,339 SF PINE STRAW MULCH MULCH
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STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
Client:
DUKE
�a
.. ENERGY®
DUKE ENERGY
PROJECT MANAGER: BRIAN COUTURE
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
W ETLAN DS
14—
& WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
Key map:
NORTH
Seal:
CA R
C/
2e
'II
BLP C- \ 1 1.08.2021
0 10 "20 40
SCALUE: 1 — 20 NORTH
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
Issued for:
BID SET
No.
Date
Description
1
11.05.2020
ZONING AND CLIENT COMMENTS
2
04.02.2021
DATUM UPDATE
3
06.24.2021
PER OWNER'S REVIEW
4
----
NCDWR REVISIONS
Title:
LANDSCAPE PLAN —
SOUTH ENLARGEMENT
Project number: L20027
Sheet #:
Issued Date: 06.24.2021
Drawn by: TM
L2.03
Approved by: EMB
J

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LAKE WYL I E
100 YEAR FLOOD ELEV. = 571'
PLANT SCHEDULE
TREES CODE QTY
ACRU 4
ooaa°Qbtlp000a ASTIR 10
o T o'
Qoo4000aaoaoo
BENI 17
0 CLKE 11
0 FAGR 23
FRPE 12
HAVI 8
0 LITU 6
(D PIST 17
0 QUAC 16
0 QUVI 1
CANOPY TREES CODE QTY
iDPITA 20
EVERGREEN TREES CODE QTY
0 ILOP 13
n
in,
NOTES:
1. FULL POND, TARGET RECREATIONAL
WATERLINE, AND CATAWBA RIVER/LAKE WYLIE
BUFFER HAVE BEEN APPROXIMATED FOR
PURPOSES OF THIS PLAN AND HAVE NOT BEEN
SURVEYED.
BOTANICAL / COMMON NAME CONTAINER CALIPER HEIGHT SPACING NOTES
ACER RUBRUM B&B 3"CAL 10 TO 12 FT ASSHOWN STRONG CENTRAL LEADER
RED MAPLE
ASIMINA TRILOBA B&B 3"CAL 10 TO 12 FT AS SHOWN I STRONG CENTRAL LEADER
PAWPAW
BETULA NIGRA B&B
MULTI -TRUNK RIVER BIRCH
CLADRASTIS KENTUKEA B&B
AMERICAN YELLOWWOOD
FAGUS GRANDIFOLIA B&B
AMERICAN BEECH
FRAXINUS PENNSYLVANICA B&B
GREEN ASH
3"CAL 110 TO 12 FT I AS SHOWN I MULTI -STEM
STEWART
101 N. TRYON ST., #1400 FIRM LICENSE #: C-1051
CHARLOTTE, NC 28202 www.stewartinc.com
T 704.334.7925 PROJECT #: L20027
Client:
a
DUKE
DUKE ENERGY
PROJECT MANAGER: BRIAN COUTURE
526 S. CHURCH STREET, CHARLOTTE, NC 28202
[phone]
Consultants:
T4fW ETLAN DS
s' WATERS
WETLANDS & WATERS, INC.
CHRIS HUYSMAN
328 EAST BROAD STREET, SUITE D
STATESVILLE, NC 28677
704-773-4239
3"CAL 110TO12FT 1ASSHOWN I STRONG CENTRAL LEADER I Key map:
3"CAL 110 TO 12 FT 1 AS SHOWN I STRONG CENTRAL LEADER
3"CAL 110 TO 12 FT I AS SHOWN I STRONG CENTRAL LEADER
HAMAMELIS VIRGINIANA
B&B
3"CAL
10 TO 12 FT
ASSHOWN
MULTI -TRUNK
COMMON WITCH HAZEL
LIRIODENDRON TULIPIFERA
B&B
3"CAL
10 TO 12 FT
ASSHOWN
STRONG CENTRAL LEADER
TULIP POPLAR
PINUS STROBUS
B&B
3"CAL
10 TO 12 FT
ASSHOWN
STRONG CENTRAL LEADER
WHITE PINE
QUERCUS ACUTISSIMA
B&B
3"CAL
10 TO 12 FT
ASSHOWN
STRONG CENTRAL LEADER
SAWTOOTH OAK
QUERCUS VIRGINIANA
B&B
3"CAL
10 TO 12 FT
ASSHOWN
LIVE OAK
BOTANICAL / COMMON NAME
CONTAINER
CALIPER
HEIGHT
SPACING
NOTES
PINUS TAEDA
LOBLOLLY PINE
B&B
3"CAL
10 TO 12 FT
ASSHOWN
EVERGREEN
BOTANICAL / COMMON NAME
CONTAINER
CALIPER
HEIGHT
SPACING
NOTES
ILEX OPACA
AMERICAN HOLLY
B&B
2 IN
8' MIN
ASSHOWN
FULL TO GROUND
SHRUBS
CODE
QTY
BOTANICAL / COMMON NAME
CONTAINER
---
ABGR
135
ABELIA GRANDIFLORA
3 GAL
OGLOSSY
ABELIA
AEPA
19
AESCULUS PARVIFLORA
3 GAL
BOTTLEBRUSH BUCKEYE
CAAM
29
CALLICARPA AMERICANA
3 GAL
^
AMERICAN BEAUTY BERRY
CAFL
12
CALYCANTHUS FLORIDUS
SWEET SHRUB
3 GAL
CALU
37
CAREX LURIDA
1 GAL
°Wx
LURID SEDGE
COAM
3
CORNUS AMOMUM
3 GAL
0"'L
o
SILKY DOGWOOD
ILGL
56
ILEX GLABRA
INKBERRY HOLLY
3 GAL
ILVO
3
ILEX VOMITORIA
5 GAL
YAUPON HOLLY
O
NEOL
35
NERIUM OLEANDER DWARF'
DWARF OLEANDER
3 GAL
GRASSES
CODE
QTY
BOTANICAL / COMMON NAME
CONTAINER
---
PASO
6
PANICUM SONORUM
PANIC GRASS
1 GAL
SEED
CODE
TY
BOTANICAL / COMMON NAME
CONTAINER
---
a
FEST
154,182 SF
FESTUCA X
OMMERCIAL FESCUE BLEND
SEED
a a.
L4)
MULCH
CODE
QTY
BOTANICAL / COMMON NAME
CONTAINER
---
PISTR
18,339 SF
PINE STRAW MULCH
MULCH
NORTH
Seal:
Np AR C/
N
=
o
�M 1 1.08.2021
0 10 20 40
SCALUE: 1" = 20' NORTH
HEIGHT
SPACING
NOTES
24 IN
ASSHOWN
24 IN
ASSHOWN
24 IN
ASSHOWN
Project:
SOUTH POINT
ACCESS AREA
UPGRADES
18 IN
ASSHOWN
12 IN
ASSHOWN
24 IN
ASSHOWN
181N
ASSHOWN
42 IN
ASSHOWN
Issued for:
BID SET
No. Date Description
24 IN
ASSHOWN
HEIGHT
SPACING
NOTES
12 IN
ASSHOWN
1 11.05.2020 ZONING AND CLIENT COMMENTS
2 04.02.2021 DATUM UPDATE
3 06.24.2021 PER OWNER'S REVIEW
4 ---- NCDWR REVISIONS
HEIGHT
SPACING
NOTES
- ---- ----
HEIGHT
SPACING
NOTES
Title:
LANDSCAPE PLAN -
BOAT AREA
ENLARGEMENT
SHEET L2.03
Project number: L20027 Sheet #:
\ Issued Date: 06.24.2021
SHEET L2.02 Drawn ed MB L2.04
Approved by: EMB
J I I I