20231009 Ver 1_More Info Received_20230831 (2)

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SURVEY NOTES:
1. SURVEYED & MAPPED FOR: DUKE ENERGY PROGRESS, LLC.
2. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE
NOTED.
3. AREA BY COORDINATE COMPUTATION.
4. PROPERTY SUBJECT TO ANY VALID & ENFORCEABLE EASEMENTS,
RESTRICTIONS & RIGHTS OF WAY OF RECORD.
5. SURVEY IS BASED ON PHYSICAL EVIDENCE AND EXISTING MONUMENTATION
FOUND DURING THE SURVEY.
6. PROPERTY CORNER PIPE SIZES AS SHOWN ARE NOMINAL INSIDE DIAMETER.
SURVEY DATA
STATE PLANE COORDINATES AS SHOWN WERE ESTABLISHED BY
CONVENTIONAL METHOD, AND WERE BASED ON NGS MONUMENTS EBASCO 1
and JULIAN, AND THE DATUM IS NAD 83 (NA 2011). THE PROJECT COMBINED
FACTOR = 0.99978111
PROJECT COORDINATES ARE LOCALIZED ON EBASCO 1 AND HAVE A STATE
PLANE VALUE OF OF N:646724.33 E; 944018.83.
VERTICAL DATUM BASED ON NAVD 88
FLAG
WETLAND BOUNDARY (TYP) /
/
3
ECL
LOD
LOD
LOWD
LEGEND
FILL AREA
MAINTENANCE AREA
STREAM
ACCESS / WETLAND MATTING
POOL AREAS FOR MEASURING
TEMPORARY DEWATERING AREA
EROSION CONTROL LOG PYRAMID
EROSION CONTROL LOG
PREVIOUS LIMITS OF
DISTURBANCE
CURRENT LIMITS OF
DISBURBANCE
WETLAND BOUNDARY
LIMIT OF PREVIOUS (2018)
WETLAND DISTURBANCE
4 5 6 7 8 003 REV. 0
NOTES: 6" PVC
INV=2077 36'
1. SEDIMENT CLEAN OUT OF DITCHES TO BE PREFORMED FROM
UPSTREAM TO DOWNSTREAM.
2. MAINTAIN AT LEAST 3 EROSION CONTROL LOG PYRAMIDS C — \ _ _
DOWNSTREAM OF EACH 25 FOOT CLEAN OUT SEGMENT. CONC. MON. — — _ SIB ORIGIN — — — / / S LJ TD1 p \
N 647462.9070' — — 'N 647458.0260
- E 943927.9320 � 2p80� — \ \ V / -E 943979.7320 , \ \ \
2079.38 _ — 2071.41
Opt
— — \
—
$--- ����-- IGN LJ-TD2 I \ A
—2076
�\ — — — — — — REMOVE
— _ CHECK DAMS
——
00-�,--- � // � �6» PVC \ \ o
— INSTALL NEW WEIR — -
--- / 7NV206 .7,8" \ 1-----
\ \ - - -- - - - - ELEVATION 2070 — — ' / �-�� / i i \�C;� \ —
\ \ �207\ SB-263LINEAR FEETo
O \ \
--- --- �—
� O
— — — — ' \
FCC
FILL AREA
0.02AC
\ \\\ -01--- E/ �/ / ��\\— —/ 1058SQ-FT r, B-
00>
--1066
—A WETLAND BOUNDARY
�00 Go
TEMPORARY000,
006 DEWATERING
STRUCTURE / �/ \� — — — — — TEMPORARY
DP1 UP \ \------- DEWATERING 006 — — _ O�
N 64 401.5440 — — — — — — STRUCTURE _ / ,�Q I QO/ / Il i lI
x E 943679.0620 C_
— — - _ — — — —
,,2062.36———
--------
— - o
LAKE JULIAN ABUTMENT DITCH
(SEE SHEET FOR CONSTRUCTION DETAILS)
/ 12 CMP /
/ INV /2055.32' �GL / /�
WETLAND
V
12" CMP I p01/ � ' ' �cck
/ INV=2055.43 �' _ / / / / _
WEIR ENTRANCE POOL /\ — — — �G ,206 LO LO"V LO
V0410 / 4V�
1 EROSION CONTROL LOG
006
3 EROSION CONTROL
006 LOG PYRAMID (TYP)
(SEE NOTE 1)
oc
ooA � � / ' J / / O
CL _ — — ECL 7 \\ // 00� / / / / / / // / / // W
ZCL
E L —ECL ECL
i E i ECL-----��__�
ECL w J I I l l
—ECL FCL w I \ 0 I SA ORIGIN
N 647362.4000
ECL ? �� E 943953.8430 I I I I l
i- -' ECL EGL — �G\'� E y L A \ EGA • • / 2061.73
v w �� ECL
DIVERSION PUMP SYSTEM
ECL �� � � c� \ �
� G
/ / I
LOD
ECL %
0 ECL'\ / — — — — LOWD
ECL�A — EGL� / A EROSION CONTROL
PARSHALL FLUME / LOG PYRAMID (TYP) 006 MATTING(TEMPORARY) CREEK CROSSING ACCESS ROAD
ENTRANCE POOL / -j
i
ryo
I
I
I
\ ECL / (SEE NOTE 1) /
WITH CULVERT
— \ Y4" FIBERGLASS WEIR / 0.23 AC MAINTENANCE AREA / -
TREELINE
9952 SQ-FT / \
Y4" METAL WEIR PUMP DIVERSION LINE / /
/10 / / 0 10 20 FT
/
_ OLD WETLAND FLAG
/
\ WETLAND BOUNDARY (TYP)
INCHES 1 2 3 TENTHS 10
/-- --2059
/
/
/
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20 30
i
TITLE
i ,yo63 LAKE JULIAN NORTH ABUTMENT DITCH AND TOE DRAIN
206 DITCH MAINTENANCE F
ASHEVILLE COMBINED CYCLE STATION
2030 Falling Waters Road E&SC PLAN VIEW
/ / Suite 300
;- - Knoxville, TN. 37922
1
07-13-2023
7818230085
CIVIL
JCD
I JCD
LCW
I LCW
JH
ISSUE FOR CONTRUCTION (DUKE)
0
07-13-2023
7818230085
CIVIL
JCD
JCD
LCW
LCW
JH
PERMIT SUBMITTAL
A
07-07-2023
7818230085
CIVIL
JCD
JCD
LCW
LCW
JH
CLIENT REVIEW
REV
DATE
JOB NO.
PROJECT TYPE
DES
DFTR
CHKD
ENGR
APPD
DESCRIPTION
SEAL
FOR ISSUE FOR CONSTRUCTION
D KE SCALE: 1" = 20'
U qf DWG TYPE: DWG
JOB NO: 7818230085
N%w, ENERGY® DATE: 07-13-2023
FILENAME: 03 E&SC Plan View.dwg
DES:
APT
DFTR :
APT
CHKD:
LCW
ENGR:
LCW
APPD:
JH
DWG SIZE
DRAWING NO.
REVISION
ANSI D
22"x34"
003
10
I