20190413 Ver 1_ConstructionPlans_20190403

PROJECT INFORMATION:
1. OWNER:
DUKE ENERGY PROGRESS
410 S. WILMINGTON STREET
RALEIGH, NC 27601
2. ENGINEER:
STANTEC CONSULTING SERVICES INC.
801 JONES FRANKLIN ROAD, SUITE #300
RALEIGH, NC 27606
3. PARCEL INFORMATION:
STREET ADDRESS - 21937 HWY 33
PIN#- 6547-00-8230
TOTAL AREA IN PROPERTY: 34.529 AC (1,504,082 SF)
TOTAL AREA IN ROAD R/W: 2.581 AC
TOTAL AREA IN SURFACE WATER: 0.133 AC
TOTAL AREA ONSITE PROPERTY: 31.815 AC
RECORDED IN DB. 840 PG. 609
A4. PROPOSED DISTURBED AREA: 228,500 SF (5.25 AC)
5. IMPERVIOUS AREA:
EXISTING: 169,150 SF (3.88 AC)
PROPOSED: 27,500 SF (0.63 AC)
PERCENT IMPERVIOUS = 14.19%
24% IMPERVIOUS LIMITATIONS
6. SITE IS NOT WITHIN A FEMA 100 YR FLOODPLAIN PER FIRM MAP # 3720654600J
EFFECTIVE 05/15/2003.
7. PARCEL IS LOCATED WITHIN THE TAR PAMLICO RIVER BASIN (NO BUFFER
RULES), CLASSIFICATION C; Sw, NSW.
8. EXISTING / PROPOSED USE: ELECTRIC TRANSMISSION / DISTRIBUTION
SUBSTATION.
( 0 St ntec
801 JONES FRANKLIN RD, SUITE 300
RALEIGH, NC 27606
[phone]
[phone] FAX
LICENSE # F-0672
PROJECT NUMBER: 178451092
PROGRESS
Duke Energy Progress, LLC-
AURORA
230kV SUBSTATION
SPLIT NO. 2 CAPACITOR BANK
SITE DESIGN
DRAWING NO.: 72277
21937 HWY 33, RICHLAND TOWNSHIP,
NEAR AURORA, BEAUFORT COUNTY, NC
(LAT. 35017146.8011 N, LONG -76050'59.20" W
N35.29633, W-76.84977)
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*01:PROJECT SITE
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sirE AURoRA/'
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LOCATION MAP
SCALE: 1 "=2000'
�i60.1it3:;ti^— iO::-:�- i�.11=1711 .i:7►T1 71 7! T?=iii 771," e+ *j 11
arwawoua f
COVER SHEET
DRAWING LIST
BOUNDARY AND TOPOGRAPHIC SURVEY
EXISTING CONDITIONS / DEMOLITION PLAN
OVERALL SITE PLAN
DIMENSION LAYOUT PLAN
GRADING AND DRAINAGE PLAN
EROSION AND SEDIMENT CONTROL NOTES
EROSION AND SEDIMENT CONTROL PLAN - PHASE I
EROSION AND SEDIMENT CONTROL PLAN - PHASE II
ACCESS DRIVE PROFILE
SCHEDULES AND SECTIONS
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
DRAINAGE AND EROSION CONTROL DETAILS
FINAL SUBMITTAL
ISSUED FOR CONSTRUCTION
RDC -72277, SH 1
RDC -72277, SH 2
RDC -72277, SH 3
RDC -72277, SH 4
RDC -72277, SH 5
RDC -72277, SH 6
RDC -72277, SH 7
RDC -72277, SH 8
RDC -72277, SH 9
RDC -72277, SH 10
RDC -72277, SH 11
RDC -72277, SH 12
RDC -72277, SH 13
RDC -72277, SH 14
RDC -72277, SH 15
FEBRUARY 22, 2019
RDC -72277, SH 1
NEW STABILIZATION TIMEFRAMES
(Effective Aug. 3. 2011)
SFE A RIER DESCRUFFION
SwT,AHILEExT[gN+1
TiMEFRAm Exp
Per.-wWer alike swales, dim slopes
7 days
None
a FiOh Q=mv Waftr i(IIQ" za
7 days
None
Slopes smrpwdwn 3:1
7 days
If skpm are IV or less in leng& and am
rat steepen dm 2:1,14 days me aftwed
�. Slopes 31 or lboEr
14 days
7dmWfbrskpmgmalerthan5V in length
M adwavmm vvM shMm f 0m thm 4:1
14 day,
Nom except fm and HQW Zbnes,.
COVER SHEET
DRAWING LIST
BOUNDARY AND TOPOGRAPHIC SURVEY
EXISTING CONDITIONS / DEMOLITION PLAN
OVERALL SITE PLAN
DIMENSION LAYOUT PLAN
GRADING AND DRAINAGE PLAN
EROSION AND SEDIMENT CONTROL NOTES
EROSION AND SEDIMENT CONTROL PLAN - PHASE I
EROSION AND SEDIMENT CONTROL PLAN - PHASE II
ACCESS DRIVE PROFILE
SCHEDULES AND SECTIONS
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
DRAINAGE AND EROSION CONTROL DETAILS
FINAL SUBMITTAL
ISSUED FOR CONSTRUCTION
RDC -72277, SH 1
RDC -72277, SH 2
RDC -72277, SH 3
RDC -72277, SH 4
RDC -72277, SH 5
RDC -72277, SH 6
RDC -72277, SH 7
RDC -72277, SH 8
RDC -72277, SH 9
RDC -72277, SH 10
RDC -72277, SH 11
RDC -72277, SH 12
RDC -72277, SH 13
RDC -72277, SH 14
RDC -72277, SH 15
FEBRUARY 22, 2019
RDC -72277, SH 1

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(Ta)
SUBSTATION D9TA4rZF
SSE, 1 = 4
RTE; 104.96-9
FOR SOURCE OF TITLE REFER TO OBK. 540 PG. f3D9

DUKE ENERGY
PROGRESS, LLC.
DB 840 PG 609
REF DWG: L -A-7278
PIN: 6547-00-8230
AREA: 1,504,082 SF /
34.529 AC (TO CL OF RD
PER DB 840 PG 607)
SUB: T4042
� \ \ SITE: 104889
LU: 1185322
I
WEYERHAEUSER ECM
COMPANY_
DB 379 PG 554 24� 23\ E=26� 586534
PIN: 6547-02-7076 _R\ ��� �\ �� _1660.42' 2S� _ -\\ __?2, 21 20 - %� i s87°53_215.20' ECM
N89°29'10"E 1691.39' TOTAL \\ \\ \ \ \ \ DEP f I I I \E,I- I j
\ \ \ MONUMENT 1 //
"AURORA TAP" JURISDICTIONAL
N_= 570312 .29- I
o
M JURISDICTIONAL WETLANDS (W4)
,E=2641180.96 co
STREAM (S1) / r-
\
-_ -_ _ __- - - PCS PHOSPHATE
==z4'- =_ _ _-� =_ _= � _ __�� = ate= \� I URORp, COMPANY, INC.
-23- -22-- -
DB 1024 PG 588
JURISDICTIONAL RSH
N
O�INE PIN: 6547-11-7263
/
WETLANDS �,;;_=%�;_�= X RAVEI- - T
� G •-
•'OTR(W1) / �2s� \
.RRW
m CABINET, I E_0Fp61_81 1A60W ... I AURORA SpU
URTHO
RA
NOTES:
1. EXISTING TOPOGRAPHIC INFORMATION SHOWN WAS
PROVIDED BY DUKE ENERGY PROGRESS, AS SURVEYED BY
ESP ASSOCIATES, PA, DATED 12 SEPTEMBER 2017.
VERTICAL DATUM IS NAVD 88, HORIZONTAL DATUM IS NAD
83. PRIOR TO BEGINNING CONSTRUCTION, ALL UTILITIES
SHOWN MUST BE VERIFIED. THERE IS NO GUARANTEE THAT
ALL FEATURES HAVE BEEN LOCATED.
2. JURISDICTIONAL WETLANDS AND STREAMS SHOWN HEREON
WERE FLAGGED BY HDR AND FIELD LOCATED BY ESP
ASSOCIATES, PA. STREAM TOP OF BANK WERE SURVEYED
BY ESP ASSOCIATES, PA. HDR PROVIDED A NATURAL
RESOURCES ASSESSMENT PREPARED JULY 2017, AND WAS
USED FOR WETLANDS AND STREAMS IDENTIFICATION.
cp
- 11ON ACID TANK G /' 1 INV_
=20.19 r�� \ - - 44 DO - PCS UNE 3. EXISTING WETLANDS AND STREAMS SHALL NOT BE
\ INV=25.08'' / ' )�i� �SUBS�PACD TANK ,` I I \ `�\ \ \ 5�6` DER
�• o TOP\ V= 32�BABINET / ^ I 1 \\\\ \ \ 1 \0 1\ SURVEY PINE _ F REF DWG 0 I 1� DISTURBED EXCEPT STREAM S2 WHERE INDICATED.
\ \ / / I �I // / CONTROL �G •�/ / / I \ - - o ON-
OLA
_p_g16 I
�^ BUILDING x l l I \ I/
U' � \ / / ( \ O-� �G UNKNOWN �� CONDUIT CEi/ / / / I \ \ ` Q' \ \\i \ Ni S79°17'`j0 W
\ \ \ \ 1 -- UTILITY - -- - - ?a i (TYP) FEN nJ / / / INV= 20.21 ' POT STR. 3 \ _ _ _ ao SURVEY LINE
-0 n (TYP) ° ° v ° ° -z� I N v\I STA.23+60.85\ \ ��
BOLLARDS- ° X i / / / Q \
°\ \\ I /INV=25.93' - -- _ �- I o / // �\1'a
y n r 1/ x \ n CONDUIT BUNDLE -r �� ` -
R'� \ I `� - - 1//x
\�,\\\ ° REMOVE TREES AND BRUSH �\ 1 C> \ .\ cvl
a d INCLUDING ROOT BALLS AS
• \ cn
� Z � \ JURISDICTIONAL\ °- I�\� �/ ���\ N �1
r \ WETLANDS \ - -
\ 11 x - REQUIRED TO CONSTRUCT
\ 42� \ \ (W7) - KCtUtLVERIT --18EWRORA I
FOUNDATIONS
(TYP) 1 \ / �� a\ BERN LINE
\ \ \ \\ 11\\\I\'�\ UNKNOWNS o
a UTILITY REF DWG
\\.a\ ° ,\?\, \ \\ \ RW -D-8160
JURISDICTIONAL\ 11� _ - -
\ WETLANDS �\\�1\\ a °-°-\\ Y - - - i/, \\ \ `\� \�\\ \\I ni 003 \\,_ ,�'
N. L. INDUSTRIES, INC. 0 \ \\ \ \ \\ / // I /\\\�1N\\ - _ \ ,�/i/ L \�� \ \ REMOVE AND REPLACE / DUKE ENERGY
II\\ \ / ��//l I I (W2) \p\\�1 °°� `Opp_ �„, / I,/ /i \ ate, \\�\\ \ GATE AND FENCE ILt / PROGRESS, LLC.
DB 1801 PG 259 \ �� \�� \ `� \ 1 �/ ��. ��� / I 1 - NOWN //ice _ I\ \\\ \ \ a
PIN: 6536-89-9860 \ \ ? \ I G� / I \•11 �\ ° CLINES UTILITY FEN E /X i i�� \ N �(C��j 1\ REF DWG: L -A-727
\��\ \ / I / I CONDUCTOR �O03 \ SlA�\JN ; ���/� \\\ \\\\ \ \ \ 22- // ��\�
�i PROJECT LIMITS/LIMITS
�G (TYP) SUB �/� OF DISTURBANCE (TYP)�23�2s�/�/
\ \\ , J 111 I �\
JURISDICTIONAL,/ �i/�\ I w J / LINES 1 �1, \ -= _==��L�/ _ _ \
WETLANDS ��/�� , I o (TYP) \ 111 �\ _ ;-, �-� �-�- - l vt I ��yl�� LOD
INV=40.23 \ \ (W6)/// REMOVE TREES AND BRUSH, NO GRUBBING �IIII� - =i �-� LOD �\ �� <o\\ti EXISTING GRAVEL '
< \ �y n I '
�� �� (SHADED AREA) (TYP). EXISTING STREAM \\ ROAD TO REMAIN
INV\ 39.68 \ m \� �/ S2 WILL BE DISTURBED. ��� �_ _ _ �_- - I \ P a JURISDICTIOINAL-;; - w
cn
G WETLANDS REMOVE AND REPLACE W R�
,\ \ \ \\ - �\ i �� b REMOVE TREES AND BRUSH INCLUDING A- - -
N.L. INDUSTRIES, INC.i�E \ �- / \ JURISDICTIONAL ,
\� \ \� - 1 . "\0 W I -- ROOT BALLS AS REQUIRED TO CONSTRUCT (W4) STORM DRAIN PIPE SEE 00
\ \ 53 / - STREAM (S2) / / GRADING PLAN
DB 1801 PG 259 6' \ \\ \ \ \� ��7 �\NE - -�� \ \ I PROPOSED ACCESS DRIVE AND PROPOSED / 9' / �� ��� � / R/w
PIN: 6536-99-5571 \ \ \ \� SURVEY \ ---- I I / CAPACITOR BANK YARD (TYP)PROTECT EXISTING
/ /o W_ ��- �'!_ w
\\\ \) \\\ \ \ I\ POLE STRUCTURE AND��/ 1 1- =_ / -� PCS PHOSPHATE
GUY WIRES TO REMAIN // iI /l l I I // I j \ A _ �� a � i�� COMPANY, INC.
(TYP)
DB 1024 PG 588
i^INV=19.
R/W _ REENv1�LE�E 0606$ JURISDICTIONAL /I \\�� I / PIN: 6546-28-0474
A I 11 PROTECT EXISTING i /
P G 66 WETLANDS "L D/ 6 Z i - IN ORDER TO LOCATE
� PUROR Rw_p 0 I �M/ � � ` \ o � \ � ® ST \ I /�P�OLESTRUCTURE
�i oO _ .5 D, _,F wG ,g16 (W5) _ \ �� RIBUTI \ I ANDi 27 S�3 -
pW�INV-35.71 ,, \� NEU ON ESI l \i4 CN ��� \ UTILITIES GPR IS
sem` / �\ '1S _ T LIN / / GUY WIRES TO REMAIN \ /�\� 2s_ ' / i ��� '
LIMIT - O C _ _ WIRE / TYP _ ,, - - \N�( l REQUIRED AT THE
RAW ,h \ �� ��� MA. , ----\ - E / (TYP) - ; ; - 2s. �� C \C R\GN -\ DRIVEWAY TO THE FULL
INV -35.52 � - = pp 30- \ \�C'N N PV8\' ?\A N\- \ EXTENT OF THE NEW
R/ o � / R � - ___ - _-_-_ _ _ � _ ��/� 6G P� P REMOVE GRAVEL ROAD
INV=35.47' Cp INV=32.28'15"RC _ _ ,- - - - _ _ _ , �� - OF W DRIVEWAY + 10'. THIS IS
�_ = _ - - _,� IN ORDER TO INSTALL
/ \ EVELYN MARIE �- �� _ - i� - REQUIRED PRIOR TO ANY
4z- � _ INV=31.44 = _ _ _ ASPHALT PAVEMENT DEMOLITION/REMOVAL.
EDWARDS LEWIS I N V= 35.41 ' ,� "R p - - -%
DB 959 PG 425 R _ �33 -32
\ / PIN: 6546-09-3571 INV-32.59"HOOK"
' -34 NGS MONUMENT -3 RONALD H. EDWARDS
/
R/W
L=85 '8.9600;'W - LOCALIZATION POINT DB 970 PG 578
MONUMENT L=85, INV=33.16' N=569526.32 PIN: 6546-09-8303
DEMION A. CAMPEN III / C=830.79
DB 798 PG 961 � S50*43 '��W - R=963.31' E=2640776.15
10
PIN: 6536-99-9443 \ , /
EXISTING
C<l_
LEGEND
96.18 TIE
PROPOSED
SF
LINES SURVEYED
x
30.97'
LINES NOT SURVEYED
?
_
ECM BROKEN
41-1.
1.02' ON
�
LINE E OF
of
CORNER
STATIC LINE
TOTAL
3.094
OVHD CONDUCTOR LINE
I
(OVERHEAD)
OVHD DISTRIBUTION LINE
DUKE ENERGY
PROGRESS, LLC.
DB 840 PG 609
REF DWG: L -A-7278
PIN: 6547-00-8230
AREA: 1,504,082 SF /
34.529 AC (TO CL OF RD
PER DB 840 PG 607)
SUB: T4042
� \ \ SITE: 104889
LU: 1185322
I
WEYERHAEUSER ECM
COMPANY_
DB 379 PG 554 24� 23\ E=26� 586534
PIN: 6547-02-7076 _R\ ��� �\ �� _1660.42' 2S� _ -\\ __?2, 21 20 - %� i s87°53_215.20' ECM
N89°29'10"E 1691.39' TOTAL \\ \\ \ \ \ \ DEP f I I I \E,I- I j
\ \ \ MONUMENT 1 //
"AURORA TAP" JURISDICTIONAL
N_= 570312 .29- I
o
M JURISDICTIONAL WETLANDS (W4)
,E=2641180.96 co
STREAM (S1) / r-
\
-_ -_ _ __- - - PCS PHOSPHATE
==z4'- =_ _ _-� =_ _= � _ __�� = ate= \� I URORp, COMPANY, INC.
-23- -22-- -
DB 1024 PG 588
JURISDICTIONAL RSH
N
O�INE PIN: 6547-11-7263
/
WETLANDS �,;;_=%�;_�= X RAVEI- - T
� G •-
•'OTR(W1) / �2s� \
.RRW
m CABINET, I E_0Fp61_81 1A60W ... I AURORA SpU
URTHO
RA
NOTES:
1. EXISTING TOPOGRAPHIC INFORMATION SHOWN WAS
PROVIDED BY DUKE ENERGY PROGRESS, AS SURVEYED BY
ESP ASSOCIATES, PA, DATED 12 SEPTEMBER 2017.
VERTICAL DATUM IS NAVD 88, HORIZONTAL DATUM IS NAD
83. PRIOR TO BEGINNING CONSTRUCTION, ALL UTILITIES
SHOWN MUST BE VERIFIED. THERE IS NO GUARANTEE THAT
ALL FEATURES HAVE BEEN LOCATED.
2. JURISDICTIONAL WETLANDS AND STREAMS SHOWN HEREON
WERE FLAGGED BY HDR AND FIELD LOCATED BY ESP
ASSOCIATES, PA. STREAM TOP OF BANK WERE SURVEYED
BY ESP ASSOCIATES, PA. HDR PROVIDED A NATURAL
RESOURCES ASSESSMENT PREPARED JULY 2017, AND WAS
USED FOR WETLANDS AND STREAMS IDENTIFICATION.
cp
- 11ON ACID TANK G /' 1 INV_
=20.19 r�� \ - - 44 DO - PCS UNE 3. EXISTING WETLANDS AND STREAMS SHALL NOT BE
\ INV=25.08'' / ' )�i� �SUBS�PACD TANK ,` I I \ `�\ \ \ 5�6` DER
�• o TOP\ V= 32�BABINET / ^ I 1 \\\\ \ \ 1 \0 1\ SURVEY PINE _ F REF DWG 0 I 1� DISTURBED EXCEPT STREAM S2 WHERE INDICATED.
\ \ / / I �I // / CONTROL �G •�/ / / I \ - - o ON-
OLA
_p_g16 I
�^ BUILDING x l l I \ I/
U' � \ / / ( \ O-� �G UNKNOWN �� CONDUIT CEi/ / / / I \ \ ` Q' \ \\i \ Ni S79°17'`j0 W
\ \ \ \ 1 -- UTILITY - -- - - ?a i (TYP) FEN nJ / / / INV= 20.21 ' POT STR. 3 \ _ _ _ ao SURVEY LINE
-0 n (TYP) ° ° v ° ° -z� I N v\I STA.23+60.85\ \ ��
BOLLARDS- ° X i / / / Q \
°\ \\ I /INV=25.93' - -- _ �- I o / // �\1'a
y n r 1/ x \ n CONDUIT BUNDLE -r �� ` -
R'� \ I `� - - 1//x
\�,\\\ ° REMOVE TREES AND BRUSH �\ 1 C> \ .\ cvl
a d INCLUDING ROOT BALLS AS
• \ cn
� Z � \ JURISDICTIONAL\ °- I�\� �/ ���\ N �1
r \ WETLANDS \ - -
\ 11 x - REQUIRED TO CONSTRUCT
\ 42� \ \ (W7) - KCtUtLVERIT --18EWRORA I
FOUNDATIONS
(TYP) 1 \ / �� a\ BERN LINE
\ \ \ \\ 11\\\I\'�\ UNKNOWNS o
a UTILITY REF DWG
\\.a\ ° ,\?\, \ \\ \ RW -D-8160
JURISDICTIONAL\ 11� _ - -
\ WETLANDS �\\�1\\ a °-°-\\ Y - - - i/, \\ \ `\� \�\\ \\I ni 003 \\,_ ,�'
N. L. INDUSTRIES, INC. 0 \ \\ \ \ \\ / // I /\\\�1N\\ - _ \ ,�/i/ L \�� \ \ REMOVE AND REPLACE / DUKE ENERGY
II\\ \ / ��//l I I (W2) \p\\�1 °°� `Opp_ �„, / I,/ /i \ ate, \\�\\ \ GATE AND FENCE ILt / PROGRESS, LLC.
DB 1801 PG 259 \ �� \�� \ `� \ 1 �/ ��. ��� / I 1 - NOWN //ice _ I\ \\\ \ \ a
PIN: 6536-89-9860 \ \ ? \ I G� / I \•11 �\ ° CLINES UTILITY FEN E /X i i�� \ N �(C��j 1\ REF DWG: L -A-727
\��\ \ / I / I CONDUCTOR �O03 \ SlA�\JN ; ���/� \\\ \\\\ \ \ \ 22- // ��\�
�i PROJECT LIMITS/LIMITS
�G (TYP) SUB �/� OF DISTURBANCE (TYP)�23�2s�/�/
\ \\ , J 111 I �\
JURISDICTIONAL,/ �i/�\ I w J / LINES 1 �1, \ -= _==��L�/ _ _ \
WETLANDS ��/�� , I o (TYP) \ 111 �\ _ ;-, �-� �-�- - l vt I ��yl�� LOD
INV=40.23 \ \ (W6)/// REMOVE TREES AND BRUSH, NO GRUBBING �IIII� - =i �-� LOD �\ �� <o\\ti EXISTING GRAVEL '
< \ �y n I '
�� �� (SHADED AREA) (TYP). EXISTING STREAM \\ ROAD TO REMAIN
INV\ 39.68 \ m \� �/ S2 WILL BE DISTURBED. ��� �_ _ _ �_- - I \ P a JURISDICTIOINAL-;; - w
cn
G WETLANDS REMOVE AND REPLACE W R�
,\ \ \ \\ - �\ i �� b REMOVE TREES AND BRUSH INCLUDING A- - -
N.L. INDUSTRIES, INC.i�E \ �- / \ JURISDICTIONAL ,
\� \ \� - 1 . "\0 W I -- ROOT BALLS AS REQUIRED TO CONSTRUCT (W4) STORM DRAIN PIPE SEE 00
\ \ 53 / - STREAM (S2) / / GRADING PLAN
DB 1801 PG 259 6' \ \\ \ \ \� ��7 �\NE - -�� \ \ I PROPOSED ACCESS DRIVE AND PROPOSED / 9' / �� ��� � / R/w
PIN: 6536-99-5571 \ \ \ \� SURVEY \ ---- I I / CAPACITOR BANK YARD (TYP)PROTECT EXISTING
/ /o W_ ��- �'!_ w
\\\ \) \\\ \ \ I\ POLE STRUCTURE AND��/ 1 1- =_ / -� PCS PHOSPHATE
GUY WIRES TO REMAIN // iI /l l I I // I j \ A _ �� a � i�� COMPANY, INC.
(TYP)
DB 1024 PG 588
i^INV=19.
R/W _ REENv1�LE�E 0606$ JURISDICTIONAL /I \\�� I / PIN: 6546-28-0474
A I 11 PROTECT EXISTING i /
P G 66 WETLANDS "L D/ 6 Z i - IN ORDER TO LOCATE
� PUROR Rw_p 0 I �M/ � � ` \ o � \ � ® ST \ I /�P�OLESTRUCTURE
�i oO _ .5 D, _,F wG ,g16 (W5) _ \ �� RIBUTI \ I ANDi 27 S�3 -
pW�INV-35.71 ,, \� NEU ON ESI l \i4 CN ��� \ UTILITIES GPR IS
sem` / �\ '1S _ T LIN / / GUY WIRES TO REMAIN \ /�\� 2s_ ' / i ��� '
LIMIT - O C _ _ WIRE / TYP _ ,, - - \N�( l REQUIRED AT THE
RAW ,h \ �� ��� MA. , ----\ - E / (TYP) - ; ; - 2s. �� C \C R\GN -\ DRIVEWAY TO THE FULL
INV -35.52 � - = pp 30- \ \�C'N N PV8\' ?\A N\- \ EXTENT OF THE NEW
R/ o � / R � - ___ - _-_-_ _ _ � _ ��/� 6G P� P REMOVE GRAVEL ROAD
INV=35.47' Cp INV=32.28'15"RC _ _ ,- - - - _ _ _ , �� - OF W DRIVEWAY + 10'. THIS IS
�_ = _ - - _,� IN ORDER TO INSTALL
/ \ EVELYN MARIE �- �� _ - i� - REQUIRED PRIOR TO ANY
4z- � _ INV=31.44 = _ _ _ ASPHALT PAVEMENT DEMOLITION/REMOVAL.
EDWARDS LEWIS I N V= 35.41 ' ,� "R p - - -%
DB 959 PG 425 R _ �33 -32
\ / PIN: 6546-09-3571 INV-32.59"HOOK"
' -34 NGS MONUMENT -3 RONALD H. EDWARDS
/
R/W
L=85 '8.9600;'W - LOCALIZATION POINT DB 970 PG 578
MONUMENT L=85, INV=33.16' N=569526.32 PIN: 6546-09-8303
DEMION A. CAMPEN III / C=830.79
DB 798 PG 961 � S50*43 '��W - R=963.31' E=2640776.15
10
PIN: 6536-99-9443 \ , /
EXISTING
C<l_
LEGEND
96.18 TIE
PROPOSED
SF
LINES SURVEYED
x
0.109
LINES NOT SURVEYED
0.170
W4
DUKE ENERGY PROGRESS
W5
0.012
R/W LIMIT
0.010
W7
STATIC LINE
TOTAL
3.094
OVHD CONDUCTOR LINE
(OVERHEAD)
OVHD DISTRIBUTION LINE
(OVERHEAD)
R/W R/W
ROAD R / W
- - - -
TIE LINE
uu uu -
U/G UTILITY UNKNOWN
TV TV -
U/G TELEVISION LINE
TC TC -
U/G TELEPHONE LINE
U/G FIBER OPTIC LINE
w w -
U/G WATER LINE
GAS GAS -
U/G GAS LINE
U/G CONDUIT LINE
U/G CONDUIT BUNDLE LINE
-- - - - - - - - --
GROUNDING GRID
TREE LINE
---- 21 ---
MINOR CONTOUR
21
- 20 -
MAJOR CONTOUR
20
SPOT ELEVATION
(FINISHED TOP OF
X 25.00
SURFACE ELEVATION)
PROJECT LIMITS /
LOD LOD
LIMITS OF DISTURBANCE
EXISTING
LEGEND
STORM DRAIN LINE
CONSTRUCTION FENCE
SILT FENCE
FENCE (BY OTHERS)
#57 STONE/ABC STONE/RIPRAP
TEMPORARY SILT FENCE
OUTLET
DIRECTION OF
STORMWATER FLOW
HIGH POINT
TO BE REMOVED
- - - DITCH/STREAM
WETLANDS
B-1 m SOIL BORING
(APPROX. LOCATION)
TEMPORARY DIVERSION
CHANNEL
TEMPORARY CHECK DAM
TEMPORARY PIPE INLET
PROTECTION
PROPOSED
m
CF
CF
SF
SF
x
x
HP
XXX OR
SYMBOLS
OM STORM DRAIN MANHOLE
PK NAIL (F)
A. IRON ROD FOUND (IRF),
IRON PIPE FOUND (IPF)
EXISTING CONCRETE MONUMENT (ECM)
• CALCULATED POINT
c-O� STRUCTURE
© - WATER METER
( - FIRE HYDRANT
OT - TELEPHONE PEDESTAL
SO - SIGN
0 POLE
T ANCHOR
� NTS � NOT TO SCALE
"(F)" DENOTES "FOUND"
"(S)" DENOTES "SET"
"(U/G)" DENOTES "UNDERGROUND"
TD TD
000.
0
FINAL SUBMITTAL
ISSUED FOR CONSTRUCTION
80 0
JURISDICTIONAL WETLANDS AREA TABLE
WETLAND (NO.)
AREA (AC.)
W 1
0.034
W2
0.109
W3
0.170
W4
2.479
W5
0.012
W6
0.010
W7
0.019
TOTAL
3.094
GRAPHIC SCALE
40 80 160
( IN FEET )
I INCH = 80 FT.
4. ALL UTILITIES SHALL BE PROTECTED AND REMAIN ACTIVE
UNLESS OTHERWISE NOTED. CONTRACTOR SHALL NOT
DISTURB UTILITY POLES, GUY WIRES, OR ANCHORS
WITHOUT PERMISSION FROM DUKE ENERGY.
5. CONTRACTOR SHALL REMOVE ALL VEGETATION
NECESSARY FOR CONSTRUCTION OF NEW ACCESS DRIVE
AND PAD.
6. CONTRACTOR SHALL PROTECT EXISTING TREES DURING
CONSTRUCTION TO THE EXTENT PRACTICAL.
7. CONTRACTOR SHALL PROTECT EXISTING ITEMS TO REMAIN
IN PLACE AND SHALL RESTORE ANY ITEM DAMAGED TO
EXISTING OR BETTER CONDITION.
Stantec
801 JONES FRANKLIN RD, SUITE 300
320 RALEIGH, NC 27606
[phone]
[phone] FAX
LICENSE # F-0672
PROJECT NUMBER: 178451092
WARNING:
OVERHEAD POWER IN VICINITY
OF WORK AREA. CONTRACTOR
SHALL USE CAUTION WHILE
WORKING AROUND ENERGIZED
POWER LINES.
CAUTION:
UNDERGROUND TELEPHONE AND
FIBER OPTIC LINES ARE IN
VICINITY OF EX. ACCESS DRIVE
AND SUBSTATION.
CONTRACTOR TO VERIFY
LOCATION PRIOR TO DIGGING.
1IIIIIIIIIIIIIIII7
11
H,

DEP MONUMENT -
"AURORA TAP"
N=570312.29
„ E=2641180.96
JURISDICTIONAL
STREAM (S1)
N- 1
\
TC �� `\A
GRA=
JURISDICTIONAL
X , ,• . CONTROL
WETLANDS X �- 1 CABINET
(W1) X �CE --- •� �® X v
v
ACID TANK --' "vv � • X �
SUB TOP ELEV= 32.33' �� x -0
ru
ACID TANK - BREAKERi'CABINETINV-25.08GROUNDING GRID ' _� ' v
CONTROL(TYP)BUILDING ,�__ x m
-r \ KNOWNITo_NDUIT, TI LI TY _ -'
_'+-- -_, _, ' _ --'� r (TYP) GQ \ POT STR. 3
BOLLARDS - - I X INV=20.21 ,,� k
x � v \ ,-- - - INV=20.19 / \
Y, �E �� (TYP) STA.23+60.85 \
INV=25.93'x_
G- ,
BUNDLE
STR. 2
ST 1 2 \ \
S1
TYP
--"---' \` - STA.19+54.95
\
� SS- W
,-__`
E�1NE
NOTES:
1. ALL BEARINGS AND DISTANCES ARE GRID BEARINGS AND GROUND
DISTANCES UNLESS OTHERWISE NOTED.
2. SUBSTATION WILL BE ENERGIZED DURING CONSTRUCTION. THE FENCE
AND SECURITY OBLIGATIONS WILL REMAIN IN PLACE. NO EXISTING
EQUIPMENT, SUPPORTS, OR UTILITY LINES SHALL BE DISTURBED.
3. VEHICLE INGRESS AND EGRESS TO SUBSTATION YARD SHALL BE
MAINTAINED AT ALL TIMES.
4. CAPACITOR BANK WILL BE FENCED (7' CHAIN-LINK W/ 1' BARBED WIRE)
AND PAD COVERED WITH 6" STONE, EXTENDING 6' OUTSIDE FENCED
AREA UNLESS SHOWN OTHERWISE.
5. SITE LIGHTING INSTALLED WITHIN FENCED AREA WILL EMIT LESS THAN
1 FT -CANDLE AT ANY PROPERTY LINE.
POT STR.
__ 85-2A
_---�- = I`-! __ ' -----� POT STR. 2 STA.65+39.86
STA.1054+10.77 .',' `\ ; RT. 2.15
CO CRETE
1, �N ATIONS-- i POT STR. 86A
_'1, ,
PSTA.68+86.14
U ) x RT.1.03'
_, , \
- UTILITY`
JURISDICTIONAL RORA-NEW BERN
WETLANDS --_ - I - _ _ - - -`, - - - \\, AU LINE
-' �� a\ .i - r-\ ''/ JURISDICTIONAL REF
(W2) \, '\ � `, - �-- - - - � � :�� - � DWG
WETLANDS RW -D-816
- r -A- W3 ® OL003
GROUNDING GRID
(TYP)
\UNKNOWN \� _-�'-"-- \\ X � \\ \
T PROPOSED ACCESS \
UTILITY X BASELINE AND CROWN INTERSECTION PROPOSED BOLLARD TO BE GATE AND FENCE -�
CONDUCTC \-Oo SUgs-1� x ° N=2,640,979.0450 INSTALLED BY LINE CONTRACTOR) (BY OTHERS)
LINES� 10' WIDE WALKWAY TO ' � _ - - - - '\ \\ ? _ E=569, 778.7690 \\ '
TYP �-- `, X �< _ � PROJECT LIMITS/LIMITS
w CAPACITOR BANK YARD, '
z JURI IC AL �' OF DISTURBANCE (TYP) `oo LOD LOD \
w PROVIDE 6" STONE DEPTHm
o (3" DEPTH #57 STONE ON TOP o M 2) Z o
o �o
<o
OF 3" DEPTH ABC STONE) ° Q - ' o `Oo
C/) 0 \ /Xry
00 / O 0
O
_ - '1 -
4 LOD
0
X0 \ 4 o
pC,E__Oo A F GRADE - / ; Rp p,D G o
,
/ �20 WIDE ABC STONE
- _ONE_/_, O
E OF ST X 1 ACCESS DRIVE (TYP)
ECG
EDGE OF STONE AT
- / FENCE FOR WALKWAY SEE NOTE 4
X00 1 B /
PI ST 87-1 1„
ST 5+20.00 1 _
%*569808.25
't=2640563.71 1 C
PROPOSED ACCESS �o o '
PROPOSED PERMANENT 1 11 oU c o o GATE AND FENCE GO -A o�
SPOIL AREA FOR OTHERS 1 GATE (BY OTHERS)-
B
1 (TYP) - / oo- '
X / /
o° 1 _DGE 0 X F ST ONE oo�v o W
-ERPDE 7 CHAIN -LINK -FENCE -
pF G WITH V BARBED WIRE
(BY OTHERS)
/w
O
\ _Oo-7 D/ A �� - j PROF W ASPHALT
007 STRIeUTjO \ o W�\CCN E W
_ �I TH NES N LINES - o - / .( 33 -� / MENT
75,, w R/w -°� -RAL WIRE
LAT: N35.29633
CMp \ W E W PvgL� SPNPL j w Raw LONG: W-76.84977
- - - SEE SHEET 11 _ _ _ _ - 60 � P� P w
I\35.52 W `W - _ _ - (TYP.) - _ _ _ _ - - �, / F
W - O� _ - 0��\CCN R�W
R � - w � - - = _ �_ _ _ �-- - - - a0, - �Stantec
\ INV=32.28'15„RCP _1 w R/�
E7' ' W W ��w GRAPHIC SCALE 801 JONES FRANKLIN RD, SUITE 300
W ® _ / W
_ 40 0 20 40 80 160 RALEIGH, NC 27606
INV= 35.41 INV- 31.44' - W RdW [phone]
N80°31'00"W W - - - W [phone] FAX
W N ( IN FEET ) LICENSE # F-0672
L=858.96', R/W �w 24"RCPW ®W � R� I INCH = 40 FT. PROJECT NUMBER: 178451092
C=830.79 R W w -�- w w w© w --- W w
R=963.31' R/w R/w
FINAL SUBMITTAL 2 2-22-19 ADDED WALKWAY AND FENCE THROUGH STREAM S2 JSS JSS BCL
ISSUED FOR CONSTRUCTION 1 1-25-18 PER NCDOT REVIEW COMMENT ADDED 50' DIMENSION NJ JSS RBT
Nk CA
� j #
ti
(> DUKE
ENEnNflo*xf%.7
PROGRESS
OVERALL SITE PLAN
4

JURISDICTIONAL
WETLANDS
i
AIL
1
1
1
INV=25.08'
Y
1 I �A*+
V/IST20.00
%*569808.25
t=2640563.71
OQ
O�
—� V'J /KIBU
- NEOTR N LINE
1S'' A� WIC
INV=35.52' w
JURISDICTIONAL
STREAM (S1)
x
X p,T10N FENCE
suss ,
X � X ACID TANK_
_ \ o
�\ GROUNDING GRID
DEP MONUMENT -
"AURORA TAP"
N=570312.29 a0
_ E=2641180.96
X T VEI- RD �
TC �� `\A
ACID TANK - i� •o
0
0� - _W�00 4
- �— / - - - - - - - - -1
10 ao, — ao
CONTROL
CABINET
1SCP w6 — o — _ — _ — ae-1 — ao�
— INV=32.28' 15 MVV _ W R/'o w — W®
.47 � w
INV=35.41' Ri� w
N80°31'00"W
L=858.96'
C=830.79'
R=963.31'
_ RCP
— — —INV=31.44'
RAW �w 24"RCPw _
R/w W -�_ W W
R/W -
_ W �
W
®W � W RAW
N ® W -�� R /W
cl
POT STR. 3
INV=20.19'/STA. 23+60.85
©.�.©
.AL
POT STR. 3
STA.1058+54.2
POT STR.
85— 2A
STA.65+39.86
RT.2.15'
AURORANEW BERN
LINE
REF DWG:
RW—D-8160
OL003
0�
ROAD C STA: 10+00.00`'_)
Pl
�3°562�'�j w /R
/w
_ j
w
NA / w �R/w
w
n PSNPL j w R/w
6 F W F� P w
GRAPHIC SCALE
20 40 80
( IN FEET )
I INCH = 40 FT.
Stantec
801 JONES FRANKLIN RD, SUITE 300
RALEIGH, NC 27606
[phone]
[phone] FAX
LICENSE # F-0672
PROJECT NUMBER: 178451092
merkaa�
nrn1
n

DEP MONUMENT ' /'i \I ''�\ \ \ / ''� 1 NOTES:
\ I \ \ / �i "AURORA TAP"
- _ - _ =N=570312.29 - - - ; 1. EXISTING UNDERGROUND UTILITY LOCATIONS WERE LOCATED AND ARE
-_- - -E=2641180.96 - - - - - - - - _ / / �/k• - \ \ \ APPROXIMATE ONLY. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
JURISDICTIONAL_ _ _ _ -2�- _ _ _ �_�= _ - _ - - - - - _ - a 10'�- _ _ J /- -� _ _ - _, �I EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ANY UTILITIES
I -24- - - - - - - - - _ - - _ _ - - - - J - - °/k - - - - - = - DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY WITH NO
1 STREAM (S1) N6a--------- - = �'
- - -- ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL NOTIFY THE NC ONE
2
\ \ /-- - - - - - - - - - - - - - - - -
\ / _ _ _ CALL CENTER OR THEIR SUCCESSORS AT 1-800-632-4949 PRIOR TO EXCAVATION.
7 Z\� / CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IN THE EVENT OF
(�� - =� �\ \ /Y`/ j \ ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING A DEVIATION FROM
-TcV L THE PLANS.
GR �� _-- "c \\\ /
_ 2. EARTHWORK ESTIMATED QUANTITIES (TOTAL SITE):
JURISDICTIONAL i�_- ;-_:�-�i 26 ? -31X \\ • CONTROL �/� - \���\� \� // / / j I CUT: 100C
WETLANDS -G - - -- - - • I I \\\ \ / / ��j/ I FILL: 6,200 CY A FILL FACTOR OF 1.15 HAS BEEN APPLIED
/ /�,�3G X T� �C�\ •� CABINET X I II / �26�\\ NT
W1 \ \ I 1 CONTRACTOR SHALL PROVIDE THEIR OWN CALCULATED QUANTITIES AND NOT
( ) FEN X /\ ► I I \\ \� / / / I.\ \
�X S� AT\ON ACID TANK \ �i 1 x I I 1 cs \ \\ \� \ \ \ \ / / / I \ BASE THEIR BIDS ON ESTIMATED QUANTITIES PROVIDED.
SUg \ I 1 \ \ 0 \ \ I
X / � ACID TANK TOP ELEV= 32.33 �i � � I I I \ � _ l \ \ \ / / /��/ I \ � \
/ / X \r • BREAKER I \ \ / \ \ 3. CUT AND FILL SLOPES WILL BE 4:1 (H:V) UNLESS OTHERWISE NOTED. EXCEPT AS
\ / � /////� ��� --�( ice/' / ' / � O • � \ �
o ) I \\ \
I (i, X CABINET NOTED IN NOTE 4 THIS SHEET, COMPACT FILL TO 95% STANDARD PROCTOR
/ '�� �2 I �I l� / CONTROL o / / \\� \\ \ \ \ ( ) „
INV= 25.08/ ��� / pal / // • •�'�� / \ \ \ \ j� \\ MAXIMUM DENSITY ASTM-698 IN MAXIMUM 8 LIFTS.
BUILDING /____--____
_ -_-_ _ - ,� \ 4. FOR ASPHALT PAVEMENT AND AREAS WITHIN NCDOT RIGHT-OF-WAY, ALL FILL
UNKNOWN _ _ _- =- / // / / // / (� \\ \ \ 1 / j/ \ \ \\ AREAS/BACKFILL SHALL BE COMPACTED TO 95% DENSITY IN ACCORDANCE WITH
/ / \ \ UTILITY - Ta �,__- `s NDUIT, ,< / / / I I \\ \ 111/ I 1 I AASHTO T99 AS MODIFIED BY THE NCDOT. ALL MATERIAL TO A DEPTH OF 8
/ \ ------ - \ (TYP) FES /X / / / _ GQ \ 1 POT STR. 3 \ INCHES BELOW THE FINISHED SURFACE OF THE SUBGRADE SHALL BE
/ / x \ \ \ I v BOLLARDS , , __ X / / / / INV 20.21 \ \\\� o I \ INV=20.19 /STA.23+60.85 COMPACTED TO A DENSITY EQUAL TO 100% OF THAT OBTAINED BY COMPACTING
// x (TYP) - - - -_ ----- x ,/ / / / \\"� \\ ' \ A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T99 AS MODIFIED
I / FEN \ I I i x I, -• ,' / -' -2� i / \ \� I N \ BY THE DEPARTMENT. THE CONTRACTOR SHALL DRY OR ADD MOISTURE TO
THE SUBGRADE WHEN REQUIRED TO PROVIDE A UNIFORMLY COMPACTED AND
ACCEPTABLE SUBGRADE. ALL MATERIAL PLACED IN A MAXIMUM OF 6" LIFTS.
I I / INV=25.93,1
�,- - - -BUNDLE--, -' _ POT STR. 3
I n - _ \ / / //�_ \ \ STA.1058+54.24 5. FOR AREAS OUTSIDE THE CAPACITOR BANK FENCE, PROPOSED CONTOURS AND
- - _- \ (POT STR. 2 //.��,� \ \ \ \\ ��\ SPOT ELEVATIONS REFLECT FINISHED GRADE TOP OF ABC STONE, TOP OF
(TYP) - \ STA.19+54.95 1 ,� // \ \ \ \ o \ 1
1 -
1 I S-� _ 11 \\, \ \ 11 \��\� ASPHALT, OR TOP OF GRASS). FOR AREAS INSIDE THE CAPACITOR BANK FENCE,
EA I I 1 \
BASELINE \\\ 1\ ZI �\ \ PROPOSED CONTOURS REFLECT SUBGRADE ELEVATION. FOR AREAS INSIDE
THE CAPACITOR BANK FENCE, FINISHED GRADE (FG) AND SUBGRADE (SG) SPOT
ELEVATIONS ARE SHOWN.
POT STR. \
X85-2A \ 6. GRASS DITCH D#1 SHALL BE STABILIZED WITHIN 7 DAYS FROM LAST LAND
la?111 POT STR. 2 1 / ' !�%,� \\\ \ ��\\ 1 1 \Nc\ 1 STA.65+39.86 \ DISTURBING ACTIVITY. REFER TO DITCH SCHEDULE SHOWN ON SHEET 11.
1 \ 1 �.� \ \ \ 1 REFER TO PIPE SCHEDULE SHOWN ON SHEET 11.
STA.1054+10.77 ii / \ �\\\ \ \\ RT. 2.15 \
//,/
CO CRETE
ATI ON S I \ POT STR. 86A /i'�,�i �� I \ �\\ \ \\ \ I I 7. ALL SITE PREPARATION AND EARTHWORK CONSTRUCTION SHALL BE IN
n // ! I \ ACCORDANCE WITH THE GEOTECHNICAL REPORT RECOMMENDATIONS. THE
P - I \ STA.68+86.14 /i'/ �'�i \ \ \ \ I I
\ \ \ \ 1111 III X111 � 1 car ) x I 1 \ \\ RT.1.03' REVISED REPORT WAS COMPLETED BY ECS SOUTHEAST, LLP, DATED OCTOBER
\� �� U I \ \ I \ o
30, 7. E NOTES 10 AND 11 THIS SHEET.
UTILITY � I I \ ��� I I ,\\ �\\\ \\ \ \ \ 1 I
\ JURISDICTIONAL \\\\\\\�\�11 \ \ ' - - I //�'// 1 Z \ \ N \ NEW BERN 8. PROPOSED STONE SURFACE SHALL EXTEND 6' BEYOND PROPOSED PERIMETER
\ \ r - t- -\ �� \\\ \ \ AURORA-
WETLANDS \\\\\ \ \\\ 1' 1 -� - - - - - - I /,/ ,�,i I �\ \ �,\\ \ \ \ 1 LINE FENCE UNLESS OTHERWISE NOTED.
\ \\\\\\ \\\ 1 1
� _ JURISDICTIONAL \\\ \ \,\\ \ \ \ \ REF DWG:
WETLANDS \\ \ \� \ \ \ \ I 8160 9. WHENEVER RUTS OF TWO 2 INCHES OR MORE IN DEPTH ARE FORMED THE
/ \ (W3) \��\\ \ kp \ r OL003 SUBGRADE SHALL BE BROUGHT TO GRADE, RESHAPED, AND RECOMPACTED
/ WwW `;� \ l - - 1 \ /i� �, \ \ \ \ \ ''� \ PRIOR TO PLACEMENT OF AGGREGATE. IN NO CASE SHALL ANY AGGREGRATE
/
AlTOP OF RIPRAP SHALL BE INSTALLED \ SURFACING BE PLACED ON UNSUITABLE SUBGRADE.
FLUSH AT THE STREAM BOTTOM 1 _ - < i / / � \ \\ \ \
ELEVATION OF 25.76' TO PROMOTE STREAM �� xl OD ` - - \ �� X Iib/// �/� \ \\ �v' \\\\ `\\1 \ \� 10. ECS SOUTHEAST, LLP (GEOTECHNICAL ENGINEER) HAS REVIEWED THIS
BASEFLOW AND PROVIDE ADEQUATE 1 I - - �- ELEVATION OF EXCAVATED STREAM BED /, \ \ \ \ \\\\I \ \ GRADING PLAN AND ANTICIPATES THAT UNDERCUTTING IN THE ACCESS
\ �\ I��RIPRAP OUTLET MATERIALS INSTALLED INSIDE STORM DRAIN �i - I \ \ \ \\\1 \ \
PASSAGE FOR AQUATIC ORGANISMS 1 STA 1 �'i i� / \ ` I \ \ \\\ \ \ \ DRIVE AREAS WILL BE LIMITED TO ISOLATED AREAS GIVEN THE
1 \\\\( P-4, PROTECTION C� PIPE AT DOWNSTREAM PIPE INVERT/i, \ ------ I \ \\ \ -� \ \ \ RELATIONSHIP OF THE PROPOSED GRADES TO EXISTING GRADES. IF
� ,� 00 50LF x �� \
La=13' �- �/ /�/ \ I \ \ \� \ \ \ AREAS OF THE SOIL SUBGRADE ARE UNSTABLE DURING PROOFROLLING
STORM DRAIN PIPE SHALL BE PLACED 0.4 BELOW THE EXISTING 24" RCP {^{ ' ( /� _ - _ / \ \ \\, \ \ \
STREAM BED ELEVATION IN ORDER TO MAINTAIN LOW FLOW ��15 , O?�o� - _ �; _ \ 1 I \\\ \ \ THE INCLUSION OF GEOGRID IS PREFERRED TO PERFORMING
PASSAGE OF WATER AND AQUATIC LIFE MOVEMENT. 1 \ \\\\ I \ UNDERCUTTING ONLY. SEE ACCESS DRIVE SECTION ON SHEET 11.
_ - - PROJECT LIMITS/LIMITS \ \ \ I \
EXCAVATED STREAM BED MATERIALS SHALL BE STOCKPILED l J RI I 0A 9 =_� - - =��� �/� --- oo LOD LOD
CD
�.a�: % _ - // \ OF DISTURBANCE (TYP) 1 \ \
AND PLACED IN THE STORM DRAIN PIPE TO A HEIGHT OF 0.4' 1�X 1 - - - �� \ 11. ECS SOUTHEAST, LLP (GEOTECHNICAL ENGINEER) HAS REVIEWED THIS
31 � A M (S 2) ���-�p - ; - _ -�; � � LOD � � O goo ��I�� 1 � I
ABOVE THE PIPE INVERT TO MIMIC INSTREAM CONDITIONS. 9 - - _- - "Z - / LOD O GRADING PLAN, AND ANTICIPATES THAT UNDERCUTTING IN THE YARD WILL
--==2g= goo \-oo/ \\\ SII \ a BE LIMITED TO ISOLATED AREAS GIVEN THE RELATIONSHIP OF THE
N �� �',�,,\' \1'\p�' - 31.75' \ <00 / o \�� TIE TO EXISTING PROPOSED GRADES TO EXISTING GRADES. SEE YARD SECTION ON
> ELEVATION OF EXCAVATED STREAM BED \ �\ �\ `, -25.98 c 3-.N--25.76'-�U-I - - goo \ J� GRADE, TYP.
cn fn \\ `�- _ _ 32 _ - - _ _- X32.85 / I SHEET 11.
I MATERIALS INSTALLED INSIDE STORM > �\ , _ - _ _3.1 _ - - 32 31 3p LOD RO D TSTA: 10+16.31 RIPRAP OUTLET ��I \
DRAINPIPE AT UPSTREAM PIPE INVERT = - - = o - - PROTECTION \ ,,
w _ - _ _ _ - - pE X - I 33 _ 2 /0 1 SAD ROAD C STA: 10+16.31 I \ o GRADE ACCESS ROAD
0 _ - R - _ / �9 La=15' \ ° WIDENING AT MINIMUM
/ �6 - -z _ _ - - X 33.21 +oo I W-16.5' \
EDGE OF STONE FNGE - OF -�pNE - - x
1 - - OF 1 %CROSS SLOPE
�,°� FOR WAL�W Yf ONLY '33 S �X \ 6 . I r� I P-1
C,E X �SG = 33.25'
\ 1 32.75 32.85' 33.35' E�- X - _ \ I I 18 RCP _25 \
FG = 33.75 \ _ ,�X �- �, a / RIPRAP OUTLET
-0.500/o\ - 26 �� \ / PROTECTION
1
PI ST .x'87-1 - _3 1 SG = 33.25' ` - B ?,NO Is 1 - ``'\ �\ >>+oo / La=15'
\ ST 5+20.00 1.0% \1\ FG = 33.75' _ _ SUJ.33.50 E IFG) 1 _ \\ 2) W=16.5'
\ ---- LE AQ � W W
\ f�e569808.25� DITCH 1 11 - 1, F1NISHEpp R X11 R Ap+B ��+oo \ \\ �, ti�O 2/' \ \ �� ^\ d�� ��`�\N KI -
2640563.7 P 2 - - - -
34 / koo �L
/ 11 E\-Ev 33.16'1 N �2 I \ \ Lo ; ; ; _ , -
a PROPOSED PERMANENT ,1 1 1 I 10.50% 4G 12 0o I ,` 18 RCP -
SPOIL AREA FOR OTF ERS X 1 \ I // o (o 0' o --
0 32.05 „�� o SEE NOTE -
�p / I I // / FLARED END TYP. s
SG = 33.20 _ J //
FG = 33.70' _ X , - - - I koo 2� 25.75' o� SECTION, TYP.
�, 1, IX = i� !oxo - 33 i�� 27' 1/ ���/ %2 0' X20
o \ I 1 SG _ 33.20, _� _ _ 2 /° 32.80 ��� 29� ��j ROAD A STA. X4.64-
\ c� - 0 `� _ X - - _ " �, \' / / ROAD - 10+00.00 ,
\ \\ \ I cry 1 FG 33.7X / & STA- 10+00.00 ' ' _ -'/
\ \ \\ ^\ 1 __ 33.08 32.80 �Pjr �'2 % /Opp A�� , -- � 3' / _ --
\\ - 1� \ / �-- ��ko° / x � // �� / X15.9 - / FLARED END
\ \ 1 SECTION, TYP.
\ \ \ I 1 \ I32 30 / iii / - - 57 3 5 % %� -�-
\ \ 1 ii /pp , TIE TO EXISTING
_ - �O� \ DIST \ N 32.80 -7 i ! % / - - GRADE, TYP.
R/ _ _ -�� \I TH N V TION/ UN
EES
�TRAL WIRE
_ _ - _ - p pN -'Z� GRADE DITCH TO PROVIDE
_ _ L� \_, _ _
Mp \ \ \ 30 - - - -�- _ 60� v8 P? P/ / POSITIVE FLOW TO STORM
INV= 35.52'
` - _ _ _ _ - - -�% _ _ _ - PROPOSED GRASS DRAIN PIPE
/ \ \ \ \- N� _ - = ' �� �O� _ - 32- _ - oo,� - DITCH (D#1), SEE /, ���,�"� Stantec
- RAW o _r ATSN-1 - /� NOTE 6'+� .��:i
\ ,INV=32.28 W - _- _ wr
` �,�r �_ %�- /��w ; `os
15 RCP \ - - - _ _ - - - - - 1 - - - - - - - BERM NEEDED IN ORDER ;� W _ - GRAPHIC SCALE 801 JONES FRANKLIN RD, SUITE 300
x _ TO PROVIDE MINIMUM �,F�-/� _ 40 0 20 40 80 160 RALEIGH, NC 27606
IN V=35.41 ,\_lN� \ \ _ 4 _ 3:1 SLOPE IN VICINITY = J� _ - - _ DEPTH IN DITCH (TYP) - - � [phone]
N80°31'00"W-� - �� SIN \ 1.44 _ _ OF GUY ANCHORS '° F.
L=858.96' \ - - - Jr. [phone] FAX
- _ -24 RCP IN FEET ) LICENSE # F-0672
C=830.79,' _R w _ _ - - _- - _ �_ 30��I+�N�I INCH = 40 FT. PROJECT NUMBER: 178451092
R=963.31_ - R- -
FINAL SUBMITTAL
ISSUED FOR CONSTRUCTION 1 2-22-19 ADDED STORM DRAIN CULVERT AND RIPRAP FOR WALKWAY JSS JSS BCL
WARNING:
OVERHEAD POWER IN VICINITY
OF WORK AREA. CONTRACTOR
SHALL USE CAUTION WHILE
WORKING AROUND ENERGIZED
POWER LINES.
CAUTION:
UNDERGROUND TELEPHONE AND
FIBER OPTIC LINES ARE IN
VICINITY OF EX. ACCESS DRIVE
AND SUBSTATION.
CONTRACTOR TO VERIFY
LOCATION PRIOR TO DIGGING.
(> DUKE
ENERGY
PROGRESS
GRADING AND DRAINAGE PLAN
I
U
F,1P
-
(> DUKE
ENERGY
PROGRESS
GRADING AND DRAINAGE PLAN
I

GENERAL EROSION AND SEDIMENT CONTROL NOTES
1. CONTRACTOR MUST COMPLY WITH THE LATEST VERSIONS OF ALL FEDERAL,
STATE, AND LOCAL EROSION AND SEDIMENT CONTROL LAWS.
2. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION
AND SEDIMENTATION CONTROLS MUST BE REMOVED. AREAS DISTURBED
DURING REMOVAL OF THE CONTROLS MUST BE STABILIZED.
3. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENTATION CONTROLS
MUST BE MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE
INSPECTIONS OF ALL EROSION AND SEDIMENTATION CONTROLS AFTER EACH
STORM EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL
MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT,
REGRADING, RESEEDING, REMULCHING, AND RENETTING MUST BE
PERFORMED IMMEDIATELY.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER CONSTRUCTION,
STABILIZATION, AND MAINTENANCE OF ALL EROSION AND SEDIMENTATION
CONTROLS AND RELATED ITEMS INCLUDED WITHIN THE PLAN.
5. SHOULD ANY MEASURES CONTAINED WITHIN THE PLAN PROVE INCAPABLE OF
ADEQUATELY REMOVING SEDIMENT FROM ON-SITE FLOWS PRIOR TO
DISCHARGE OR OF STABILIZING THE SURFACES INVOLVED, ADDITIONAL
MEASURES MUST BE IMMEDIATELY IMPLEMENTED BY THE CONTRACTOR TO
ELIMINATE ALL SUCH PROBLEMS.
6. IF UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING CONSTRUCTION,
THE CONTRACTOR MUST TAKE ACTION TO REMEDY SUCH CONDITIONS AND TO
PREVENT DAMAGE TO ADJACENT PROPERTIES AS A RESULT OF INCREASED
RUNOFF AND/OR SEDIMENT DISPLACEMENT.
7. SITE STABILIZATION MUST BE APPROVED BY NCDEQ PROJECT EROSION
CONTROL INSPECTOR PRIOR TO REMOVING EROSION CONTROL MEASURES.
8. UNLESS SHOWN OTHERWISE, THE CONTRACTOR WILL PROVIDE
GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN
14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE
PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT
GROUNDCOVER DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN
EROSION. REFER TO THE SEEDING SCHEDULE SHOWN ON SHEET 12.
PERMANENT GROUNDCOVER WILL BE PROVIDED FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS
(WHICHEVER IS SHORTER).
9. FOR PROJECT SPECIFIC EROSION AND SEDIMENT CONTROL CONSTRUCTION
SEQUENCE SEE NOTES THIS SHEET.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING THE
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
NCGS 113A-54.1. THE CONTRACTOR WILL BE RESPONSIBLE FOR ENSURING
THAT THEY HAVE THE LATEST STATUTE REQUIREMENTS. THE
SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY
SELF-MONITORING PROGRAM OF THE NPDES STORM WATER PERMIT FOR
CONSTRUCTION ACTIVITIES.
11. APPROVED PERMIT SHALL BE KEPT ONSITE IN PROJECT PERMIT BOX.
INSTALL RAIN GAUGE ONSITE.
STORMWATER NOTES:
1. CONTRACTOR MUST COMPLY WITH THE LATEST VERSIONS OF ALL FEDERAL,
STATE, AND LOCAL STORMWATER LAWS.
2. THE CONTRACTOR SHALL COMPLY WITH THE PROVISION OF NORTH CAROLINA
GENERAL STATUTE 143-215.1, OTHER LAWFUL STANDARDS AND REGULATIONS
PROMULGATED AND ADOPTED BY NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION AND THE FEDERAL WATER POLLUTION CONTROL
ACT AS AMENDED: "ALL OWNERS OR OPERATORS OF STORMWATER POINT
SOURCE DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES
INCLUDING CLEARING, GRADING AND EXCAVATION ACTIVITIES RESULTING IN
THE DISTURBANCE OF LAND ARE HEREBY AUTHORIZED TO DISCHARGE
STORMWATER TO THE SURFACE WATERS OF NORTH CAROLINA OR TO A
SEPARATE STORM SEWER SYSTEM CONVEYING STORMWATER TO THE
SURFACE WATERS IN ACCORDANCE WITH THE TERMS AND CONDITIONS SET
FORTH HEREIN." IN ADDITION THE CONTRACTOR SHALL RECORD THE
REQUIRED RAINFALL AND NPDES MONITORING OBSERVATIONS ON THE
"INSPECTION RECORD FOR ACTIVITIES UNDER STORMWATER GENERAL
PERMIT NCG010000" FORM PROVIDED BY THE DIVISION OF WATER QUALITY.
INSPECTION RECORDS MUST BE MAINTAINED FOR EACH INSPECTION EVENT
AND FOR EACH DISCHARGE LOCATION IN ACCORDANCE WITH THE GENERAL
PERMIT - NCG 010000
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
CONSTRUCTION SEQUENCE:
NCGS 113A-54.1
(LATEST VERSION)
1. OBTAIN EROSION AND SEDIMENT CONTROL, NCDOT DRIVEWAY, AND
15A NCAC 04B.01 31 SELF -INSPECTIONS
STORMWATER MANAGEMENT PERMIT BEFORE BEGINNING PROJECT. NOTIFY
NCDEQ LAND QUALITY SECTION AT LEAST 48 HOURS PRIOR TO START OF
WHERE INSPECTIONS ARE REQUIRED BY G.S. 113A -54.1(E), THE FOLLOWING
CONSTRUCTION.
APPLY:
2. IN COORDINATION WITH THE PROJECT EROSION CONTROL INSPECTOR,
INSTALL TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE,
1. THE PERSON WHO PERFORMS THE INSPECTION SHALL MAKE A RECORD OF
CONSTRUCTION FENCE, TEMPORARY SILT FENCE OUTLETS, STORM DRAIN
THE SITE INSPECTION BY DOCUMENTING THE FOLLOWING ITEMS:
PIPE (P-1 TEMP), TEMPORARY RIP RAP, TEMPORARY PIPE INLET PROTECTION,
AND CONSTRUCT SKIMMER SEDIMENT BASIN WITH BAFFLES AS SHOWN ON
A. ALL OF THE EROSION AND SEDIMENTATION CONTROL MEASURES,
THE EROSION AND SEDIMENT CONTROL PLAN - PHASE I. CLEAR AND GRUB
PRACTICES AND DEVICES, AS CALLED FOR IN A CONSTRUCTION SEQUENCE
ONLY AS NECESSARY FOR THE INSTALLATION OF THESE DEVICES.
CONSISTENT WITH THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN, INCLUDING BUT NOT LIMITED TO SEDIMENTATION
3. CALL PROJECT EROSION CONTROL INSPECTOR FOR ONSITE INSPECTION.
CONTROL BASINS, SEDIMENTATION TRAPS, SEDIMENTATION PONDS, ROCK
DAMS, TEMPORARY DIVERSIONS, TEMPORARY SLOPE DRAINS, ROCK
4. IF APPROVED, INSTALL TEMPORARY DIVERSION CHANNELS (TD#1, TD#2 &
CHECK DAMS, SEDIMENT FENCE OR BARRIERS, ALL FORMS OF INLET
TD#3) WITH CHECK DAMS, TEMPORARY STORM DRAIN CULVERT (P-3 TEMP),
PROTECTION, STORM DRAINAGE FACILITIES, ENERGY DISSIPATERS, AND
AND TEMPORARY RIP RAP AND STABILIZE FLOW LINES AS NECESSARY.
STABILIZATION METHODS OF OPEN CHANNELS, HAVE INITIALLY BEEN
INSTALLED AND DO NOT SIGNIFICANTLY DEVIATE (AS DEFINED IN SUB -ITEM
5. CALL PROJECT EROSION CONTROL INSPECTOR FOR ONSITE INSPECTION. IF
(1)(E) OF THIS RULE) FROM THE LOCATIONS, DIMENSIONS AND RELATIVE
APPROVED, EROSION AND SEDIMENT CONTROL PLAN - PHASE I IS COMPLETE.
ELEVATIONS SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
COMPLETE REMAINING CLEARING AND GRUBBING AND GRADE THE SITE PER
PLAN. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING
EROSION AND SEDIMENT CONTROL PLAN - PHASE II. GRADE THE NEW
AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
CAPACITOR BANK YARD PAD. ONLY INSTALL INITIAL 6" DEPTH ABC STONE OF
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY
TOTAL 12" DEPTH ABC STONE FOR ACCESS DRIVES. INSTALL ABC STONE
COMPLETING, DATING AND SIGNING AN INSPECTION REPORT THAT LISTS
SUBGRADE WITHIN CAPACITOR BANK YARD. INSTALL CONCRETE TRUCK
EACH MEASURE, PRACTICE OR DEVICE SHOWN ON THE APPROVED
WASHOUT. INSTALL REMAINING STORM DRAIN PIPE (P-2) WITH TEMPORARY
EROSION AND SEDIMENTATION CONTROL PLAN. THIS DOCUMENTATION IS
PIPE INLET PROTECTION AND RIP RAP OUTLET PROTECTION AND ASPHALT
REQUIRED ONLY UPON THE INITIAL INSTALLATION OF THE EROSION AND
PAVEMENT FOR DRIVEWAY ENTRANCE FROM NC 33. INSTALL SANDBAGS,
SEDIMENTATION CONTROL MEASURES, PRACTICES AND DEVICES AS SET
PUMPS, SILT SACK, AND RIPRAP FOR WORK IN STREAM S2 IN ORDER TO
FORTH BY THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN
INSTALL STORM DRAIN PIPE (P-4) WITH RIPRAP OUTLET PROTECTION. GRADE
OR IF THE MEASURES, PRACTICES AND DEVICES ARE MODIFIED AFTER
AND INSTALL WALKWAY TO CAPACITOR BANK YARD AND STABILIZE REMAINING
INITIAL INSTALLATION;
PORTIONS OF PERMANENT GRASS DITCH D#1 AS ENTRANCE DRIVE IS
CONSTRUCTED.
B. THE COMPLETION OF ANY PHASE OF GRADING FOR ALL GRADED SLOPES
AND FILLS SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
6. MAINTAIN DEVICES AS NEEDED PER NCDEQ MAINTENANCE INSTRUCTIONS.
CONTROL PLAN, SPECIFICALLY NOTING THE LOCATION AND CONDITION OF
THE GRADED SLOPES AND FILLS. SUCH DOCUMENTATION SHALL BE
7. FOLLOW TEMPORARY SEEDING INSTRUCTIONS AS SHOWN ON SHEET 12 AS
ACCOMPLISHED BY INITIALING AND DATING A COPY OF THE APPROVED
CONSTRUCTION PROGRESSES.
EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
DATING AND SIGNING AN INSPECTION REPORT;
8. INSTALL CAPACITOR BANK PERIMETER FENCE WITH GATES AND ENTRANCE
DRIVE GATE AND FENCE.
C. THE LOCATION OF TEMPORARY OR PERMANENT GROUND COVER, AND
THAT THE INSTALLATION OF THE GROUND COVER DOES NOT
9. INSTALL CAPACITOR BANK EQUIPMENT, POLE STRUCTURES, UNDERGROUND
SIGNIFICANTLY DEVIATE (AS DEFINED IN SUB -ITEM (1)(E) OF THIS RULE)
CONDUITS, AND UTILITIES. ADD FINAL 6" DEPTH STONE (3" #57 ON TOP OF 3"
FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.
ABC) WITHIN CAPACITOR BANK YARD AND EXTENDING 6' OUTSIDE THE FENCE
SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND
(FINE GRADING). ADD REMAINING 6" DEPTH ABC STONE OF TOTAL 12" DEPTH
DATING A COPY OF THE APPROVED EROSION AND SEDIMENTATION
ABC STONE FOR ACCESS DRIVES AND ADD REMAINING ABC STONE FOR
CONTROL PLAN OR BY COMPLETING, DATING AND SIGNING AN INSPECTION
ACCESS DRIVES AT CAPACITOR BANK FENCE/GATE AREAS IN ORDER TO
REPORT;
PROPERLY TRANSITION TO FINISHED GRADE ELEVATIONS AT CAPACITOR
BANK YARD.
D. THAT MAINTENANCE AND REPAIR REQUIREMENTS FOR ALL TEMPORARY
AND PERMANENT EROSION AND SEDIMENTATION CONTROL MEASURES,
10. STABLIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH
PRACTICES AND DEVICES HAVE BEEN PERFORMED. SUCH DOCUMENTATION
VEGETATION, AGGREGATE BASE, ETC.
SHALL BE ACCOMPLISHED BY COMPLETING, DATING AND SIGNING AN
INSPECTION REPORT (THE GENERAL STORM WATER PERMIT MONITORING
11. FINALIZE CONSTRUCTION. STABILIZE REMAINING AREAS. CALL FOR
FORM MAY BE USED TO VERIFY THE MAINTENANCE AND REPAIR
INSPECTION BY PROJECT EROSION CONTROL INSPECTOR. IF STABILIZATION IS
REQUIREMENTS); AND
APPROVED, REMOVE TEMPORARY STORM DRAIN CULVERT (P-3 TEMP) AND
CONVERT REMAINING PORTIONS OF TEMPORARY DIVERSION CHANNEL (TD#1)
E. ANY SIGNIFICANT DEVIATIONS FROM THE APPROVED EROSION AND
(IF ANY) TO PERMANENT GRASS DITCH D#1, REMOVE TEMPORARY DIVERSION
SEDIMENTATION CONTROL PLAN, CORRECTIVE ACTIONS REQUIRED TO
CHANNEL TD#2 AND TEMPORARY CLEAN WATER DIVERSION TD#3. REMOVE
CORRECT THE DEVIATION AND COMPLETION OF THE CORRECTIVE ACTIONS.
SKIMMER SEDIMENT BASIN. FINISH GRADING THE SITE AND REMOVE PIPE
SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND
SECTIONS AT OUTLET OF P-1 TEMP, INSTALL FLARED END SECTION FOR P-1,
DATING A COPY OF THE APPROVED EROSION AND SEDIMENTATION
AND INSTALL RIP RAP OUTLET PROTECTION FOR P-1.
CONTROL PLAN OR BY COMPLETING, DATING AND SIGNING AN INSPECTION
REPORT. A SIGNIFICANT DEVIATION MEANS AN OMISSION, ALTERATION OR
12. ALL SILT FENCE, CONSTRUCTION FENCE, TEMPORARY SILT FENCE OUTLETS,
RELOCATION OF AN EROSION OR SEDIMENTATION CONTROL MEASURE
TEMPORARY PIPE INLET PROTECTION, AND PUMP AROUND MATERIAL AND
THAT PREVENTS THE MEASURE FROM PERFORMING AS INTENDED.
EQUIPMENT FOR THE STREAM S2 PROJECT WORK SHALL REMAIN IN PLACE AS
SHOWN ON THE DRAWINGS UNTIL THE ENTIRE SITE IS PERMANENTLY
2. THE DOCUMENTATION, WHETHER ON A COPY OF THE APPROVED EROSION
STABILIZED AND APPROVED BY THE PROJECT EROSION CONTROL INSPECTOR.
AND SEDIMENTATION CONTROL PLAN OR AN INSPECTION REPORT, SHALL
INCLUDE THE NAME, ADDRESS, AFFILIATION, TELEPHONE NUMBER, AND
13. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED
SIGNATURE OF THE PERSON CONDUCTING THE INSPECTION AND THE DATE
COMPLETELY, ARRANGE FOR INSPECTION BY PROJECT EROSION CONTROL
OF THE INSPECTION. ANY RELEVANT LICENSES AND CERTIFICATIONS MAY
INSPECTOR.
ALSO BE INCLUDED. ANY DOCUMENTATION OF INSPECTIONS THAT OCCUR ON
A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN
14. IF SITE IS APPROVED REMOVE REMAINING EROSION MEASURES AND
SHALL OCCUR ON A SINGLE COPY OF THE PLAN AND THAT PLAN SHALL BE
TEMPORARY SITE MEASURES. SEED OR PAVE RESULTING BARE AREAS.
MADE AVAILABLE ON THE SITE. ANY INSPECTION REPORTS SHALL ALSO BE
REFER TO SEEDING SCHEDULE SHOWN ON SHEET 12.
MADE AVAILABLE ON THE SITE.
3. THE INSPECTION SHALL BE PERFORMED DURING OR AFTER EACH OF THE
FOLLOWING PHASES OF A PLAN:
A. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL
MEASURES;
B. CLEARING AND GRUBBING OF EXISTING GROUND COVER;
C. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS THAT
REQUIRES PROVISION OF TEMPORARY OR PERMANENT GROUND COVER
PURSUANT TO G.S. 113A-57(2);
D. COMPLETION OF STORM DRAINAGE FACILITIES;
E. COMPLETION OF CONSTRUCTION OR DEVELOPMENT; AND Stantec
F. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND 801 JONES FRANKLIN RD, SUITE 300
COVER SUFFICIENT TO RESTRAIN EROSION AND THE REGULATORY RALEIGH, NC 27606
AGENCY THAT APPROVED THE PLAN HAS BEEN NOTIFIED AND HAS [phone]
ANNOTATED IN THE FINAL INSPECTION REPORT THE PROJECT IS SUITABLE [phone] FAX
FOR CLOSURE. LICENSE # F-0672
PROJECT NUMBER: 178451092
FINAL SUBMITTAL
ISSUED FOR CONSTRUCTION
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Qp _ - - OF DISTURBANCE (TYP) \\0
111111 '11111\\I\I UNKNOWN \�\
j // /� - I \\ \\\ \ \�\ \\ TEMPORARY SILT J
I � ,' 111�����1�\III STATIC LIN`�� %�- , � � ---- -
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C ND( 1 \�\ \ STp\�1UIJ / / %�� ��'/��� TEMPORARY SILT \\ \� \ \ c� \\ FENCE OUTLET (TYP) /� 2
LI (\(SHADED AREA) (TYP). EXISTING \ SUg _ - - - i I %�, _ _ _ 26 _ TEMPORARY DIVERSION \\ \
ENCE (TYP) BAFFLE (TYP)
/ STREAM S2 SHALL NOT BE CHANNEL TD#2 SEE
/ T DISTURBED EXCEPT AS SHOWN. NOTE 2 AND 3) \ \\\
II` 11 ,2g;; --- ;__�� i� ���' --- o LOD LOD \\\
I w z 11 IIS \I\ JURI I IONAL/ �_-
TEMPORARY CHECK /
I p J / 11I III,IJ\ �1 X AM (S2) - - %i" DAM TYP D SF sF \ \� 11` L�\ �\ CONTRACTOR LAYDOWN
TEMPORARY SILT FENCE III �- - _ _ _ - _ �D --- LOD <p (TYP) �o /
/ w / 11 11\11 _ - _ - _ _ _ oo ��� LODSF SF
-�O / SF \ 11 AREA/PARKING AREA
(DOUBLE ROW) (TYP) II1 1 = - _ - _ - - - -_ __ 28 - �' sF sF SF sF sF sF MoD
N / 1 \ ' _ _ - = _ r _ - _ CpB SF S�' SF 40, SF o �J \ (COORDINATE LOCATION WITH
\\�'\ _ -_ _ _ - - _ CS`op�S�f� �� TD �-- TD -►- TD r s� SF / �o� \ DUKE ENERGY)
cn C/) TEMPORARY CLEAN
I WATER DIVERSION \\\�\� _ _ - _ - s S��Lo 2� 2� \ SKIMMER
_ _ _ - _ - sF SF �� �b � TEMPORARY
\ - CHANNEL (TD#3) (SEE _ - _ - _ - - SF SF�� 10 T I a CONSTRUCTION 1
\ +J NOTE 2 AND 3) _ - �� _ - ' ` I I ENTRANCE \
ID \ TEMPORARY RIPRAP (TD#2) t`-
/ TEMPORARY RIPRAP (TD#3) \ (-' La=32' c� o
La=15' \ - - I - - - W=14 \ 2 ' ° TEMPORARY SILT
W=15' � \ � FENCE OUTLET (TYP)
\ PI ST �5 I \ \ TEMPORARY RIPRAP (TD#1) N
\
ST + x.00 o _ _ , \ I / I La=15' �/
\ f d 9 8.25 / - - I I / W=20' N P-1 TEMP
A_ X40563.71 ( )
�i , TEMPORARY STOCKPILE
FOR EXCAVATED SOILS I I / l �S -� I I /
vv
d, \ 34.40
cn PROVIDE TEMPORARY CULVERT
00 G o�
(P-3 TEMP) WITH V MIN. COVER I SLOOILS SF // I ��
U' r FOR VEHICLE CROSSING TO I OSP' / (O j o INV=19.761
�Mp PVP SF / �iii po /%,
op \ 1 o ACCESS STOCKPILE AREA AND
NOTES:
1. REFER TO RDC -72277, SHEET 7 FOR CONSTRUCTION
SEQUENCE AND GENERAL EROSION AND SEDIMENT
CONTROL NOTES.
2. TEMPORARY DIVERSION CHANNEL (TD#1 - TD#3),
TEMPORARY SKIMMER SEDIMENT BASIN, AND PERMANENT
DITCH (D#1) SHALL BE STABILIZED WITHIN 7 DAYS FROM
LAST LAND DISTURBING ACTIVITY.
3. REFER TO DITCH SCHEDULE SHOWN ON SHEET 11 FOR
DITCH LINING REQUIREMENTS.
4. TEMPORARY DIVERSION CHANNEL (TD#1) INVERT TO MATCH
PERMANENT GRASS DITCH (D#1) INVERT.
5. TEMPORARY SKIMMER SEDIMENT BASIN WATER MUST BE
WITHDRAWN FROM THE BASIN SURFACE.
TEMPORARY SKIMMER SEDIMENT BASIN
WITH 16' WIDE SPILLWAY AND BAFFLES (SEE NOTE 2 AND 5)
BASIN BOTTOM ELEVATION= 24.00'
CREST OF SPILLWAY= 26.00'
BASIN TOP OF EMBANKMENT= 27.50'
DEPTH OF STORAGE= 2 FT
TOTAL DEPTH= 3.5 FT
SEDIMENT CLEANOUT ELEVATION= 25.00'
REQUIRED MINIMUM VOLUME= 6,480 CF
PROVIDED VOLUME= 12,075 CF
REQUIRED MIN. SURFACE ARE= 6,701 SF
PROVIDED SURFACE AREA= 6,720 SF
BASIN BOTTOM DIMENSIONS - 112'X 48'
BASIN TOP DIMENSIONS (INSIDE) - 126' X 62'
2:1 SIDE SLOPES
4" SKIMMER WITH 1.75" ORIFICE DIAMETER
D DISTURBED AREA = 5.25 AC
OTHER PROJECT AREAS
co
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P E D I 1 I // SF 30 - 0 - F
\14�o CONS TION FENCE s,� I - I I //ice'//� - - S�3 5 Z / INLET PROTECTION � _ _
oo \ \ / PROVIDE VEHICLE -GROSSING \ /// SF / � „'/ �' _ PROJECT LIMITS/LIMITS i 2 1 7r '
_ �5 DIS <c AS REQUIRED O ACCESS �O ////i/ ,�� = - �'� - - •'
T \ 'T ,gyp\AGN= - - OF DISTURBANCE (TYP) •'�"�H
TCN U�jES I SF SF // Fly-ROJECT\AREAS, COORDINATE / \� //D� ��
'-�E I �p / (WITH DUKE ENERGY
\ �Mp . \ \ \ \ \�`e/ _ ' _ - _ _ ���_ �►. I cl\j � o _ _ - _ SPN Po
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\ \ \ \ \ - I N V= 32.28 '_vv_ _ - mow-- -.-- _ _ W-� /
- _ _ _ _ _ - - - - - _ _ ` �� GRAPHIC SCALE 801 JONES FRANKLIN RD, SUITE 300
�" ,�tl�--------- -- /
\��\ \ \ \ \ \ \ \ 15 RCPT \ - - 32 - - - - - - - _ PERMANENT GRASS i�
DITCH (D#1)/TEMPORARY 40 0 20 40 80 160 RALEIGH, NC 27606
INV=35.41 ,_►�v, --__
N80°31'00'W-- - \� �- \ INV 1.44' _ DIVERSION CHANNEL -' [phone]
�W [phone] FAX
7 �� - � (TD#1) (SEE NOTE 2, 3 /=- _ %'
L=858.96 - _ -24"RCP - ' -- - ( IN FEET ) LICENSE # F-0672
C=830.79' _ _w _ -_ _ _ _ _ _ - - _ _ _ _ _ - AND 4�_ - - I INCH = 40 FT. PROJECT NUMBER: 178451092
R=963.31' AW _%W RAW - - = - 2 2-22-19 INCREASED LOD AND ADDED STREAM S2 PROJECT WORK JSS JSS BCL
Rta 31
FINAL SUBMITTAL 1
ISSUED FOR CONSTRUCTION
8-07-18 INCREASED LOD, STOCKPILE AREA, AND SKIMMER BASIN AND JSS JSS RBT
ADDED TEMPORARY CULVERT
WARNING:
OVERHEAD POWER IN VICINITY
OF WORK AREA. CONTRACTOR
SHALL USE CAUTION WHILE
WORKING AROUND ENERGIZED
POWER LINES.
CAUTION:
UNDERGROUND TELEPHONE AND
FIBER OPTIC LINES ARE IN
VICINITY OF EX. ACCESS DRIVE
AND SUBSTATION.
CONTRACTOR TO VERIFY
LOCATION PRIOR TO DIGGING.
(> DUKE
ENEnMeo*xf.7
PROGRESS
EROSION AND SEDIMENT CONTROL PLAN - PHASE I

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UgSN ACID TANK\,Icsc S TOP ELEV= 32.33 i 1 \
ACID TANK
// �' �� o BREAKER
X / CABINET ,� I 1 �t, \ \ // / o \ \
/ INV=25.08 �� / of / / CONTROL • / �� / \\� \\G/ice \ I \
BUILDING
UNKNOWN
NDUIT, '
o- UTILITY -" \ , ` TYP x FENCE /X // \\ Q, \III/ f I I \
/ x - -.'- ; , ( ) X / // \ \\ ,,�G I\ \ POT STR. 3 \
v _ BOLLARDS _ � -_ � / / INV=20.21 `
co TYP \�„�O 1\\INV, J20.19 /STA.23+60.85
2i
INV=25.93'\ - - - - - /- - - - - - ` \ '' �/ �' �' /� \ \
/ /, / 1 1
/ --- ,, POT STR. 3 ,
I
I BUNDLE - \ I / STA.1058+54.24 1
I / \ \ \ \ 11 ` I POT STR. 2
-WEST 1 \ \ 11 (TYP) - \ STA.19+54.95 \\ \ I
/,ice✓-�
1 \\N
I \ \ \
POT STR. \ \ \
-
IX85 2A \ \
I \ 11 IcA\ 1 1 POT STR. 2 1 / !�// \ �\ \ \\\\ 1 1 \\ STA.65+39.86 \ \ \
11 / / it \ \ \ \ '�\ \ \ \ ` \\\ 1 R T. 2.15' \ \
-- - \ STA 1054+10.77 //,i it / \ \ \ \ \ 1 \
2 �,����FT � 1 BAR � ___--- CO CRETE
ONLY AFTER PUMP AROUND IS, /� �- -
_ INSTALLED, REMOVE DOUBLE ROW N ATIONS \ POT STR. 86A/��'�,%� II
_ \ SILT FENCE IN IMMEDIATE WORK AREA - - PUMP AROUND SHALL BE P) I I \\ STA.68+86.14 '/i ��i� \\ \ \ \ 1 \ \ I I
i \ ONLY AND RESTORE TO EDGE OF - - x I \
\ INSTALLED PRIOR TO ANY U � I \ \ \ RT.1.03
FENCE WHEN WORK IS COMPLETE '
\ \\ �\UTILITY
GRUBBING AND STREAM `� 1 /
\ JURISDICTIONAL \\\\\� I \ �� / I� - -\ �� /i/ i' \ I �\ �z\`\\ \ \ \ N \ ADRORA-NEW BERN \ I
\ DISTURBANCE AND SHALL BE
WETLANDS \\\\\ \ \\ I \ 1 MAINTAINED DURING CULVERT LIMITS OF DISTURBANCE FOR I t- ��/ ,,�, I `�\ \ \�\ \ \ \ \ LINE
2� �\ni�l \ \\\\\\ \\\ 1 1 \ ` INSTALLATION, REFER TO o :' TELECOMMUNICATIONS \ \ \ \ //�i i� \JURISDICTIONAL �\ \ \,\\ \ \ \ \ 1 REF DWG:
1 \ \\\ �\ \ � INSTALLATION, DISTURBING - \ I
DISTURBED STREAM BANKS SHALL BES .� - - _ -DETAIL ON SHEET 15 �� - \ -/. WETLANDS \ \�\\ \ \ \ \� RW_D-8
- _- - STREAM (S2) 2 - / '/ ''`Lh W3 -�\ \��\\ \ I kD\ 0 3 \
SLOPED BACK, SEEDED WITH NATIVE ( ) \ \ \ \ \ \
VEGETATION, AND MATTED TYP �` \ 1 /,X /
PROJECT LIMITS/LIMITS X
OF DISTURBANCE (TYP) % / / / /. i i \\ �, \\�\ \\\1 \\
\\\1 \\ \
UNKNOWN TEMPORARY SILT I \\ \\ \\I\ \
\ UTILITY CE / - -
\ \1\ ( STA N �®' , �� � � � ����i� � _ \ \\ \\ � \ TEMPORARY SILT 22
I CLEARING ONLY, NO GRUBBING op - x o - - % - ��- ,FENCE TYP \\ \ c>
C ND( I \\\ \ STPrT % _ �� i(TYP) \
LIN(SHADED AREA) (TYP). EXISTING \ SUg %, -� _ 26 TEMPORARY DIVERSION BAFFLE (TYP) \ \ \\ \ FENCE OUTLET (TYP) /
- / I �% _ _ _ - CHANNEL (TD#2) (SEE 1 \ \\ \ I \
STREAM S2 SHALL NOT BE �\ - O /� _ - _ - \ \
(T� �I �\ ' �� --- -_- /i� �_;- ___ --NOTE
DISTURBED EXCEPT AS SHOWN. \
I w z 1111 I I1� \�\ JURI IC ONAL _? - m�,-- - TEMPORARY CHECK / / �_O 8 D SF
\ ��\\
I o J / TEMPORARY SILT FENCE 111\ II 1111\� 1�\ X 31 _ AM S2) ���_%� _ ; % - L ��" DAM TYP D SF \ \`, �\ CONTRACTOR LAYDOWN
I \ 1 1 ', - p'i�`_ LOD ��°D SF -\4 (TYP) �o \ \ I \ AREA/PARKING AREA
iw (DOUBLE ROW) (TYP) III \ �`'�\�� _ - - - -= 28 = I ° SF SF SF SF F � SF F D S
NOTES:
1. REFER TO RDC -72277, SHEET 7 FOR CONSTRUCTION
SEQUENCE AND GENERAL EROSION AND SEDIMENT
CONTROL NOTES.
2. TEMPORARY DIVERSION CHANNEL (TD#1 - TD#3),
TEMPORARY SKIMMER SEDIMENT BASIN, AND PERMANENT
DITCH (D#1) SHALL BE STABILIZED WITHIN 7 DAYS FROM
LAST LAND DISTURBING ACTIVITY.
3. REFER TO DITCH SCHEDULE SHOWN ON SHEET 11 FOR
DITCH LINING REQUIREMENTS.
4. TEMPORARY DIVERSION CHANNEL (TD#1) INVERT TO MATCH
PERMANENT GRASS DITCH (D#1) INVERT.
5. TEMPORARY SKIMMER SEDIMENT BASIN WATER MUST BE
WITHDRAWN FROM THE BASIN SURFACE.
TEMPORARY SKIMMER SEDIMENT BASIN
WITH 16' WIDE SPILLWAY AND BAFFLES (SEE NOTE 2 AND 5)
BASIN BOTTOM ELEVATION= 24.00'
CREST OF SPILLWAY= 26.00'
BASIN TOP OF EMBANKMENT= 27.50'
DEPTH OF STORAGE= 2 FT
TOTAL DEPTH= 3.5 FT
SEDIMENT CLEANOUT ELEVATION= 25.00'
REQUIRED MINIMUM VOLUME= 6,480 CF
PROVIDED VOLUME= 12,075 CF
REQUIRED MIN. SURFACE ARE= 6,701 SF
PROVIDED SURFACE AREA= 6,720 SF
BASIN BOTTOM DIMENSIONS - 112'X 48'
BASIN TOP DIMENSIONS (INSIDE) - 126' X 62'
2:1 SIDE SLOPES
4" SKIMMER WITH 1.75" ORIFICE DIAMETER
-_ S F l ��
N > / � 1 � - _ _ - � SF '' � <° / � � � o \ ,� _ � (COORDINATE LOCATION WITH
r� SF TD T s� ° MoD / % a DUKE ENERGY I
\��\\ 32 - `�� SF SF 31 LOD
\\\�\\ \ \ )
I TEMPORARY CLEAN op \ \ ; _ _ _ _ F SF 'I� 32 30\ ,c sF \ SKIMMER
_ WATER DIVERSION i \ ��� _ - _ N \
op _ -_ - % sF 1D - / I 33 �� \\ \\ -� h �o TEMPORARY
CHANNEL (TD#3) (SEE _ _ - - _ - sF s� ��
CONSTRUCTION
\ NOTE 2 AND 3) �J sF X 1' I T� `\\ \\\� \� ENTRANCE
/ moo/ / I' 3" X \ I j / CONCRETE TRUCK \
� - X � \ � I � � � \'�� WASHOUT I
26 = ' ; / TEMPORARY SILT
PI ST o - \ \ �5 �\ Jf'/ \ / \ ``'\ \ \� `% - / FENCE OUTLET (TYP)
\\ ST _5,<+ x.00
\ \ \ PHASE II PROPOSED �P-1 (TEMP)\ '\ CONTOURS (TYP) �9 8.25 _
r40563.71
-Al-
\- I I 1 �s I vSFSF
d' 1 34.40' / /i s �o� �� -
�o � \ LL PROVIDE TEMPORARY CULVERT / X G�P��E
v P-3 TEMP FOR VEHICLE �O
\ U' I I � ( ) I X PRS S SO\�
w CROSSING TO ACCESS �33 POR PEO i � ,
c oo I I 1 STOCKPILE AREA AND OTHER 'CEM XGPv / SF �`''
E _-
�a TEMPORARY STOCKPILE I IIII \ 1 ou) PROJECT AREAS FOR - , i ss,
FOR EXCAVATED SOILS �` \ x \ /
null �1 1 / sF /o _ --- „`., s ,%
\ 11 \ 1 o - _ ° 2 TEMPORARY PIPE , - 4 F
a 1 \ - ��� sFi �� �j6 i ■
32 3 ii�iii pow/ - %=- --- �3 � / n1 F _
S INLET PROTECTION _., ,
DOS \ I I c,,./��� s% _� - PROJECT LIMITS/LIMITS
4D/SQ-7 RIBUT/C SF 11 / �G = OF DISTURBANCE TYP
--
\ - - � 1 N ES SF �Q ��\ \ / J _ _ _ 3lk
-,, - Pig ND
--
P
\ INV=_35.52'\s---°_�� O TD 3� TD 29 5
\ \
_ 0 -
�w °� _ 32
,R _
,__ -moo - - ___ - _ - _30_ `��- Stantec
\\ INV=32.28'-- - -
- - - - Wim'' GRAPHIC SCALE 801 JONES FRANKLIN RD, SUITE 300
15 RCPTPERMANENT GRASS10
_ - 40 0 20 40 80 160 RALEIGH NC 27606
� PROVIDE VEHICLE CROSSING DITCH (D#1)/TEMPORARY � ��,j ; ; -' '
INV=35.41''�i� _lN, \ \ \ AS REQUIRED TO ACCESS'- [phone]
» INV=31.44 DIVERSION CHANNEL =
N80 31 00 W - _ _ - _ _ PROJECT AREAS, COORDINATE [phone] FAX
(TD#1) (SEE NOTE 2, 3 -
L=858.96' - 24"RCP _ WITH DUKE ENERGY _ _ ( IN FEET ) LICENSE # F-0672
- _ - , AND 4) - - I INCH = 40 FT. PROJECT NUMBER: 178451092 EROSIO
C=830.79, \ � /w w -�-W-- _ _-- _��_-�-�-Jv
R=963.31 \ �_ - - - R/W _ z` - - = 7-�7�C - -31 2 2-22-19 INCREASED LOD AND ADDED STREAM S2 PROJECT WORK JSS JSS BCL
FINAL SUBMITTAL
ISSUED FOR CONSTRUCTION
WARNING:
OVERHEAD POWER IN VICINITY
OF WORK AREA. CONTRACTOR
SHALL USE CAUTION WHILE
WORKING AROUND ENERGIZED
POWER LINES.
CAUTION:
UNDERGROUND TELEPHONE AND
FIBER OPTIC LINES ARE IN
VICINITY OF EX. ACCESS DRIVE
AND SUBSTATION.
CONTRACTOR TO VERIFY
LOCATION PRIOR TO DIGGING.
SK0

z
_0
W
J
W
,o
30
z
0
Q
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20
14
Er
s,
20
14
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I n\A/ DT CTA • I r, -LA ti aF
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HIGH PT ELEV: 29.58 LOW PT ELEV: 31.45 co
Lo
``'
LOW PT ELEV: 29.56
PVI STA: 12+30.94
PVI STA: 10+66.02
PVI STA: 15+70.65
11+00.38
PVI ELEV: 29.55
C4
co C%4
r °"
PVI ELEV: 29.42
29.55
K18.83 ---------
PVI ELEV: 31.61
++ o
co
° d
- K: 3
-
- - - - -
- - - - - -
- - - -K: 30.-82 - - - -
LVC:
+
K-30.01 - - - -
- - - -Q cc'," - - - - -
J
j GL LU
C:)
Lx) �' o
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LVC: 50.00
LVC: 50.00
U) > C/) >
PROPOSED ROA_ D (TYP.)
+
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ti M �
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>
PROPOSED ROAD (
1:6
YP.) 'j "' °'
a -w
U m
U w
o
U T U
>
-(SEE-GRADING PLAN)
- - ; , v ; ; -
; 0:57%
m
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m cnI
&jm
>2 3A°/0
EXISTING GRC
)
UND
vwjv
---,---
v
------
--
-- -; ---
-------
-- - - - -
--
�>L
�—
EXISTING GROUND
�- -, - - - - - - - - - - - - -
- - - - - , - - , - - - , -
- (TYP.)- - - - , - -
0.64%
PROPOSED ROAD
(TYP.)
+ N
>
/�
------,- -- ---LSTORM
---
-------- - - - - -- - - -
- -------------------
-------------
---- - - - - -- - - - --
l'
EXISTING GROUND
--- ------
_ _
(TYP.)
RAIN PI
E (P-�1)
i - - ----i----I-------i--INS.=25.47'--
i - - -
- - - -I - - - i- - - -i - - - i- - - -
- - - i - - - i - - - - - - i- - - -
- - - i- - - - i - - - i - - - i - - - -
- - -
TIE TO EXISTING GR
UND
(EDGE OF EXISTING
GRAVEL ROAD)'
-- - - - --
----------------------------------------------------------------------------------------------------------------------------
10+00 11+00 12+00 13+00 14+00
STATION
ROAD A
HORZ. SCALE 111= 40'
VERT. SCALE 11111= 4'
LlJ V V F I J I /'9. I V' Y 1.01
j—
LOW PT ELEV: 29.56
N
PVI STA: 10+66.02
+
00
PVI STA:
11+00.38
PVI ELEV: 29.55
C4
co C%4
r °"
PVI ELEV:
29.55
K18.83 ---------
--
�M c
M
- K: 3
CD
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LVC: 50.00
> � >
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LVC:
+
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- - - , - - - -, - - - ,- - -
J
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C:)
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+, +
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PROPOSED ROA_ D (TYP.)
+
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c¢~n
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0.57%w
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m
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f-
EXISTING GRC
)
UND
- - - ,-- - -,- --------,---,--(-
---,---
------
--
-- --------------------
--<-------
------------
10+00 11+00
STATION
ROAD B
HORZ. SCALE 1 "= 40'
VERT. SCALE 1 "= 4'
,e
30
z
0
Q
W
J
W
20
14
12+00 12+40
30
z
0
Lu
W
20
14
15+00
I (—%1A/ 1771T C`TAA-cr% (lel
16+00
W
30
z
0
W
J
W
20
14
17+00
LV Y Y 1 1 V 1 n V' %JV.v 1 r-_
ti
M
LOW PT ELEV: 29.56 M
N
PVI STA:
11+00.38
+'
PVI ELEV:
29.55
CO
N R "?
- - - - -
- K: 3
- - - - - - - - - -
- - - d C �
rn
LVC:
.a3-
100.00,
U> U)
,
> Lu
+
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ti M �
- - - , - - - 1-00 Lo -1 - - - - -
M 00
- - -
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- - - '- CIT
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0.5 7 %
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U m
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> "60
m
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------
--
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--<-------
------------
�—
EXISTING GROUND
�- -, - - - - - - - - - - - - -
- - - - - , - - , - - - , -
- (TYP.)- - - - , - -
PROPOSED ROAD
(TYP.)
(SEE GRADING PLAN)
10+00 11+00 12+00
STATION
ROAD C
HORZ. SCALE 1 "= 40'
VERT. SCALE 1 "= 4'
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
I INCH = 40 FT.
FINAL SUBMITTAL
ISSUED FOR CONSTRUCTION
w
30
z
0
Lu
W
20
14
12+80
5 Stantec
801 JONES FRANKLIN RD, SUITE 300
160 RALEIGH, NC 27606
[phone]
[phone] FAX
LICENSE # F-0672
PROJECT NUMBER: 178451092
4 .... O
�0
•F� y
# eALL -
IN
101>
-...-
.d6 XF
o1

I
X
FENCE
6' OUTSIDE FENCE
X
15' G RAVEL YARD
ABC STONE TO TRANSITION X
FROM ACCESS DRIVE 30
ELEVATION TO GRAVEL YARD 6
FINISHED GRADE ELEVATION 1
12" ABC STONE
ACCESS DRIVE
COMPACTED
III III III III III III SUBGRADE
PROFILE VIEW
m
x
FENCE
x
C.
GRASS
ABC STONE
L
SECTION C -C
1" = 10' HORIZ.
1" = V VERT.
ACCESS DRIVE TRANSITION
ABC DRIVE TO GRAVEL YARD
6' OUTSIDE FENCE
1 11
X FENCE
20'
2 00%
FINISHED GRADE (FG)
ELEVATION
- 3" #57 STONE
3" COMPACTED ABC
STONE
3" COMPACTED ABC
STONE (SUBGRADE)
SUBGRADE (SG)
3" #57 STONE ON TOP OF
3" ABC STONE ON TOP OF
O 0�3" ABC STONE SUBGRADE
QOOOQG
GATE
GRAVEL YARD
X oQo0�
Wo., 6' 61
/c �a EDGE OF STONE
PLAN VIEW
DITCH
10'
15'
EDGE OF ABC
DRIVE
20'
EDGE OF GRADE
6' OUTSIDE FENCE
X
2.00010 o
GRASS
X�.
50'
GRAVEL YARD
0.50%
FENCE
CROWN
SUBGRADE (SG) EL=33.50'
FINISHED GRADE (FG) EL=34.00'
60'
NOTE: DITCH, ONLY WHERE
SHOWN ON THE GRADING PLAN, EE
OTHERWISE CONTINUE
POSITIVE SLOPE
DITCH EE
VARIES, SEE 2'-0"
GRADING PLAN SHOULDER
12'-0"
10'-0"
ROADBED
SEEDED SLOPES N
(TYPICAL)
N
EK MY
4 4 w _
NOTES:
1. ALL CUT & FILL SLOPES SHALL BE GRADED
TO A 4:1 HORIZONTAL TO VERTICAL SLOPE
OR FLATTER UNLESS OTHERWISE NOTED ON
THE GRADING PLAN.
2. ALL SLOPES AND DITCHES SHALL BE
COMPOSTED & SEEDED UNLESS OTHERWISE
NOTED ON THE GRADING PLAN.
FINISHED GRADE (FG)
ELEVATION
GRAVEL YARD
0.50%
ANOTE:
1. TEMPORARY STRAW WITH NET LINING SHALL BE ERONET S75 DITCH LINER PRODUCT FROM TENSAR NORTH
AMERICAN GREEN OR EQUIVALENT.
24'-0"
q ACCESS ROAD
12" COMPACTED ABC STONE
10'-0"
ROADBED
SLOPE VARIES, 2% SIDE SLOPE
WHERE ROAD CROWN,
SEE GRADING PLAN
TYPICAL ACCESS DRIVE SECTION
SCALE: NOT TO SCALE
DITCH SCHEDULE
CONTINUE PROPOSED
N GRADES, SEE
D GRADING PLAN
2'-0"
SHOULDER cn
0 4:1 MAX
z
m
1 �
4:1 MAX
III II -
COMPACTED SOIL
; 8
TIE OUT PROPOSED
GRADES TO EXISTING
GRADES
CHANNEL
DRAINAGE
INTENSITY
RUNOFF
Q10
CHANNEL
LENGTH
BOTTOM
DEPTH
SIDE
BEGIN
END
"N"
VELOCITY
PERMANENT/TEMPORARY
NO.
AREA (AC.)
(IN/HR)
COEFF.
CFS
SLOPE (%)
(FT)
WIDTH (FT)
(FT)
SLOPE
ELEV.
ELEV.
VALUE
(FT/SEC)
LINING REQUIRED
TD#1
2.24
8.46
0.46
8.71
1.00%
700
0
1.50
4:1
32.75
25.75
0.060
1.67
TEMPORARY STRAW WITH NET
ROAD C STA 10+00 TO 11+00
1.00%
APPROVED EQUAL FOR GRADING IN FILL
P-4
-
3.00% MAX,
3. OTHER LOCALIZED AREAS MAY BENEFIT FROM THE USE
ACCESS DRIVE SECTION
25.36
OF GEOGRID, AND THOSE AREAS SHOULD BE EVALUATED
BY A LICENSED GEOTECHNICAL ENGINEER.
NTS
TD#2
1.04
8.46
0.63
5.50
EXCLUDES
510
0
1.50
2:1
32.75
24.00
0.055
2.74
TEMPORARY STRAW WITH NET
RIPRAP SLOPE
TD#3
0.84
8.46
0.29
2.08
1.25%
240
0
1.50
2:1
38.50
35.50
0.080
1.17
TEMPORARY STRAW WITH NET
MIN 1.50
D#1
3.08
8.46
0.33
8.71
1.00%
700
0
ADJACENT
4:1
32.75
25.75
0.060
1.67
TEMPORARY STRAW WITH NET
DRIVE
160'
GRAVEL YARD
0.00%
SUBGRADE (SG)
6' OUTSIDE FENCE RCP
FENCE X
20'
GRAS_ S �� p o 0 0 00 oDo 0 00S
3" COMPACTED ABC 3" COMPACTED ABC STONE
D'
STONE SECTION A -A (SUBGRADE)
GRASS 3" #57 STONE 1" = 10' HORIZ. SUBGRADE-COMPACTED BGADED
1" = V VERT.
YARD TRANSITION - GRAVEL YARD TO GRASS
NOTES:
PATH
1. UNDERCUTTING IN THE ACCESS DRIVE IS
ANTICIPATED TO BE LIMITED TO ISOLATED AREAS
12 -INCH ABC STONE (COMPACTED IN PLACE
GIVEN THE RELATIONSHIP OF THE PROPOSED GRADES
SIZE
AND PROOF -ROLLED). PLACE IN SEPARATE
TO EXISTING GRADES. IF AREAS OF THE SOIL
INV. OUT
2 EQUAL 6 -INCH THICK LIFTS. INSTALL
SUBGRADE ARE UNSTABLE DURING PROOFROLLING,
P-1
6 -INCH DEPTH DURING INITIAL GRADING
THE INCLUSION OF GEOGRID IS PREFERRED TO
58
OPERATIONS, AND INSTALL REMAINING
PERFORMING UNDERCUTTING ONLY.
0 0 0 0 0 0 0
6 -INCH DEPTH DURING FINE GRADING
OPERATIONS.
P-1 (TEMP)
INLET OUTLET
18"
2. GEOGRID PRODUCTS ARE SHOWN FOR BOTH THE CUT
o�o�o�o�o�o�o
TX5 GEOGRID FROM TENSAR OR
AND FILL GRADING SCENARIO. THE USE OF GEOGRID IS
RCP
CLASS IV
APPROVED EQUAL FOR GRADING IN CUT
ANTICIPATED TO BE REQUIRED IN THE FOLLOWING
18"
COMPACTED STRUCTURAL FILL WHERE
LOW-LYING WET AREAS:
20.22
REQUIRED TO 95%
ROAD A STA 11 +50 TO 13+50
P-3 (TEMP)
INLET OUTLET
ROAD B STA 10+00 TO 11+00
-------
TX160 GEOGRID FROM TENSAR OR
ROAD C STA 10+00 TO 11+00
1.00%
APPROVED EQUAL FOR GRADING IN FILL
P-4
-
COMPACTED SUBGRADE TO 95%
3. OTHER LOCALIZED AREAS MAY BENEFIT FROM THE USE
ACCESS DRIVE SECTION
25.36
OF GEOGRID, AND THOSE AREAS SHOULD BE EVALUATED
BY A LICENSED GEOTECHNICAL ENGINEER.
NTS
�2.00°0
GRASS
\\ L
SUBGRADE (SG)
YARD SECTION
NTS
NORTH/SOUTH BASELINE X
SUBGRADE (SG) EL=VARIES,
SEE GRADING PLAN
FINISHED GRADE (FG) EL= +0.50' )(
FINISHED GRADE (FG) FENCE
ELEVATION
X
SECTION B -B
1 = 10 HORIZ.
1" = V VERT.
YARD TRANSITION - GRAVEL YARD TO GRASS
±1.60%
GRASS
3 -INCH #57 STONE
3 -INCH ABC STONE (COMPACTED
IN PLACE AND PROOF -ROLLED)
3 -INCH ABC STONE (COMPACTED IN PLACE
AND PROOF -ROLLED) (SUBGRADE)
COMPACTED STRUCTURAL FILL WHERE
REQUIRED TO 95%
TX160 GEOGRID FROM TENSAR OR
APPROVED EQUAL FOR GRADING IN FILL
COMPACTED SUBGRADE TO 95%
3
FINAL SUBMITTAL 2
ISSUED FOR CONSTRUCTION 1
3" #57 STONE
3" COMPACTED ABC
STONE
-6' OUTSIDE FENCE
X
65'
X
FENCE 20'
GRAVEL YARD
0.00% X 12 00
0 0 0 0 0 0 0 0 0 0 0 0 0 0
U ±�0%
GRASS
3" COMPACTED ABC STONE COMPACTED
(SUBGRADE) SUBGRADE
PIPE SCHEDULE
NOTES: 1. LENGTH FOR P-1, P-2, AND P-4 "INLET" AND "OUTLET" INCLUDES LENGTH OF FLARED END 3
SECTION. P-1 (TEMP) DOES NOT HAVE A FLARED END SECTION AT PIPE OUTLET INTO BASIN.
P-3 (TEMP) DOES NOT HAVE FLARED END SECTIONS.
2. P-1 AND P-1 (TEMP) ARE THE SAME PIPE EXCEPT P-1 (TEMP) INCLUDES SECTIONS OF PIPE AT PIPE
N'� Nk CA { OUTLET THAT WILL BE REMOVED WHEN TEMPORARY SKIMMER SEDIMENT BASIN IS REMOVED.
'#$F 3. INVERTS ARE TAKEN AT ENDS OF FLARED END SECTIONS.
T 3 -INCH SURFACE COURSE ASPHALT
i PAVEMENT (S9.5B). PLACE IN 2 EQUAL
1.5 -INCH THICKNESS LIFTS.
9 ,x
��14rT+� o��o�o�o��o�o� 8 -INCH ABC STONE (COMPACTED IN
3�' �� PLACE AND PROOF -ROLLED)
-� COMPACTED SUBGRADE TO 100%
FOR UPPER 8 -INCHES AND 95% M
NOTES: BELOW UPPER 8 -INCHES
1. UNDERCUTTING IN THE YARD IS ANTICIPATED
TO BE LIMITED TO ISOLATED AREAS GIVEN THE ASPHALT PAVEMENT SECTION
RELATIONSHIP OF THE PROPOSED GRADES TO NTS
EXISTING GRADES.
2. THE GEOGRID PRODUCT IS SHOWN FOR THE FILL �' DUKE
Stantec
GRADING SCENARIO; HOWEVER, THE USE OF GEOGRID ENERGY®
IS NOT A PROJECT REQUIREMENT. 801 JONES FRANKLIN RD, SUITE 300
RALEIGH, NC 27606 PROGRESS
3. SOME LOCALIZED AREAS MAY BENEFIT FROM THE [phone]
USE OF GEOGRID, AND THOSE AREAS SHOULD BE [phone] FAX
EVALUATED BY A LICENSED GEOTECHNICAL LICENSE # F-0672
ENGINEER. PROJECT NUMBER: 178451092 SCHEDULES AND SECTIONS
2-22-19 ADDED PIPE (P-4) & DELETED DITCH D#2 JSS JSS BCL
8-07-18 ADDED TEMPORARY PIPE (P-3 TEMP) & UPDATED TD#1 & TD#3 JSS JSS RBT
1-25-18 NCDOT COMMENT, CHANGED ASPHALT TYPE AND THICKNESS NJ JSS RBT
PATH
PIPE NO.
FROM TO
SIZE
*LENGTH
INV. IN
INV. OUT
SLOPE
MATERIAL
P-1
INLET OUTLET
18"
58
25.75
25.17
1.00%
RCP
CLASS IV
P-1 (TEMP)
INLET OUTLET
18"
66
25.75
25.09
1.00%
RCP
CLASS IV
P-2
INLET OUTLET
18"
70
21.20
20.22
1.40%
RCP
CLASS IV
P-3 (TEMP)
INLET OUTLET
12"
34
32.22
31.88
1.00%
RCP
CLASS IV
P-4
INLET OUTLET
24"
50
25.58
25.36
0.44% CLASS III
NOTES: 1. LENGTH FOR P-1, P-2, AND P-4 "INLET" AND "OUTLET" INCLUDES LENGTH OF FLARED END 3
SECTION. P-1 (TEMP) DOES NOT HAVE A FLARED END SECTION AT PIPE OUTLET INTO BASIN.
P-3 (TEMP) DOES NOT HAVE FLARED END SECTIONS.
2. P-1 AND P-1 (TEMP) ARE THE SAME PIPE EXCEPT P-1 (TEMP) INCLUDES SECTIONS OF PIPE AT PIPE
N'� Nk CA { OUTLET THAT WILL BE REMOVED WHEN TEMPORARY SKIMMER SEDIMENT BASIN IS REMOVED.
'#$F 3. INVERTS ARE TAKEN AT ENDS OF FLARED END SECTIONS.
T 3 -INCH SURFACE COURSE ASPHALT
i PAVEMENT (S9.5B). PLACE IN 2 EQUAL
1.5 -INCH THICKNESS LIFTS.
9 ,x
��14rT+� o��o�o�o��o�o� 8 -INCH ABC STONE (COMPACTED IN
3�' �� PLACE AND PROOF -ROLLED)
-� COMPACTED SUBGRADE TO 100%
FOR UPPER 8 -INCHES AND 95% M
NOTES: BELOW UPPER 8 -INCHES
1. UNDERCUTTING IN THE YARD IS ANTICIPATED
TO BE LIMITED TO ISOLATED AREAS GIVEN THE ASPHALT PAVEMENT SECTION
RELATIONSHIP OF THE PROPOSED GRADES TO NTS
EXISTING GRADES.
2. THE GEOGRID PRODUCT IS SHOWN FOR THE FILL �' DUKE
Stantec
GRADING SCENARIO; HOWEVER, THE USE OF GEOGRID ENERGY®
IS NOT A PROJECT REQUIREMENT. 801 JONES FRANKLIN RD, SUITE 300
RALEIGH, NC 27606 PROGRESS
3. SOME LOCALIZED AREAS MAY BENEFIT FROM THE [phone]
USE OF GEOGRID, AND THOSE AREAS SHOULD BE [phone] FAX
EVALUATED BY A LICENSED GEOTECHNICAL LICENSE # F-0672
ENGINEER. PROJECT NUMBER: 178451092 SCHEDULES AND SECTIONS
2-22-19 ADDED PIPE (P-4) & DELETED DITCH D#2 JSS JSS BCL
8-07-18 ADDED TEMPORARY PIPE (P-3 TEMP) & UPDATED TD#1 & TD#3 JSS JSS RBT
1-25-18 NCDOT COMMENT, CHANGED ASPHALT TYPE AND THICKNESS NJ JSS RBT

TYPICAL SEEDING SCHEDULE FOR COASTAL AREAS
1. LIME, SEED, AND FERTILIZER SHALL BE APPLIED WITn NECESSARY EQUIPMENT TO GIVE UNIFORM DISTRIBUTION OF THESE MATERIALS. THE KINDS
OF MATERIALS TO BE APPLIED PER ACRE:
TEMPORARY SEEDING
03-05-201: FORMAT REVISIONS
LOE
I BGT
I BGT
rmcAnoN STANDARD DRAWING
DAi'L-•
TYPE
PLANTING RATE
FERTILIZER
10-1i:-10 BLEND,
LIMESTONE
51156A hAULCH
DEC. I - AFI?. 15
RYE (GRAIN)
120 LBS/ACRE
750 LBS/ACRE
2000 LBSIACRE
4000 LBSIACRE
NO.
KOBE LESPEDEZA'
60 LBS/ACRE
I CK.
I APP.
DA-_- 05-06-13 DwG. NQ. CT -65378 SH I OF I
......... ........................... -
APR. 15 -AUG. 15
GERMAN MILLET
40 LBSIACRE
750 LBS/ACRE
2000 LBS/ACRE
4000 LBSIACRE
AUG. 15 - DEC. 30
RYE (GRAIN)
120 LBS/ACRE
1000 LBS/ACRE
2000 LBS/ACRE
4000 LBS/ACRE
PERMANENT SEEDING
POI F
ziii•riiiiiiiiiiiiii:::::::::'ch�.•w..�iother areas, iIperifL� iiLi:fl�days
E
e
None, except for A!eters and HiV.
BACKFILL TRENCH
L6" L
p��
PLANTING RATE
FERTILIZER"
LIMESTONE*"
STRAW MULCH
10-10-10 BLEND
HORCOMPACT
---FABRIC THOROUGHLY
C
APR. 1 - JULY 15
PENSACOLA-BAHIA GRASS
50 LBS/ACRE
1000 LBSIACRE
3500 LBS/ACRE.
40:')O I_S:i.AGRE
FELE. 1 - MAR. 31
ONLY AS DIRECTED
POST
GROUND
� a
BY DEP
o
CENTIPEDEGRASS
20 LBS/ACRE
PLASTIC OR
U
COMMON BERMUDAGRASS
20 LBSIACRE
WIRETIES
SERICEA LESPEDEZA
50 LBS/ACRE (OUTSIDE EDGE OF GRADE & NON -TRAVELED AREAS)
TRIPLE A TALL FESCUE
80 LBSIACRE
*OMIT KOBE LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE.
**QUANTITY OF FERTILIZER AND LIME SHALL BE COMFIRMED BY SOILS TEST.
2. THE SURFACE SHALL BE MADE SMOOTH AND TRUE TO GRADE. THE AREAS SHALL BE PREPARED BY MEANS OF DISKING AND CROSS -DISKING,
HARROWING, OR OTHER APPROVED METHOD OF PREPARATION SHALL BE CONTINUED UNTIL A FRIABLE AND THOROUGHLY PULVERIZED FOUR -INCH
DEEP SEEDBED IS OBTAINED. CARE SHALL BE EXERCISED IN PREPARATION OF SEEDBEDS ON SLOPES TO KEEP LOOSE SOIL IN PLACE RATHER THAN
PERMIT IT TO ACCUMULATE AT THE FOOT OF THE SLOPE. SEEDBED SHALL BE APPROVED PRIOR TO PLANTING THE SEED. PRIOR TO THE LAST
TILLAGE OPERATION, LIME AND FERTILIZER SHALL BE BROADCAST WITH AN APPROVED SPREADER OVER THE SEEDBED IN ACCORDANCE WITH THE
SCHEDULE.
3. AFTER THE SEEDBEDS HAVE BEEN PREPARED AND APPROVED, THE MIXTURE OF GRASS SEED, AS SPECIFIED, SHALL BE SOWED BY MEANS OF AN
APPROVED SEEDER AT THE APPROPRIATE RATE, THE SEED WORKED INTO THE SOIL TO A DEPTH APPROXIMATELY 1/2 INCH AND THEN COMPACTED
BY MEANS OF A CULTIPACKER ROLLER OR OTHER APPROVED EQUIPMENT.
4. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE INITIAL SEEDING OPERATION. NO BARE GROUND
SHALL BE VISIBLE WHEN RIDING BY A MULCHED AREA IF PROPER APPLICATIONS ARE ACHIEVED. THICK CLUMPS OF STRAW ARE NOT PERMISSIBLE AS
A UNIFORM COVERAGE IS EXPECTED.
5. MULCHED AREA SHALL BE TACKED WITH ASPHALT (APPLICATION RATE OF 0.10 GALLON PER SQUARE YARD 110 GALLONS PER 1000 SO. FT 1436
GALLONS PER ACRE), ROVING, OR NETTING. ON STEEP SLOPES, NETTING IS PREFERRED.
3. DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE DITCH EROSION. USE OF EXCELSIOR MATTING IS ACCEPTABLE.
DITCH TREATMENT SHALL BE INSTALLED BEFORE MULCHING OPERATION.
7. VEGETATION SHALL BE ESTABLISHED ON ALL DISTURBED AREA WITHIN 7 OR 14 DAYS OF COMPLETION OF ANY PHASE OF
GRADING ACTIVITIES OR WHERE CONSTRUCTION WILL TEMPORARILY CEASE FOR MORE THAN 7-14 CALENDAR DAYS, SEE STABILIZATION
TIMEFRAME TABLE BELOW.
8, SOIL AMENDMENT SHALL INCLUDE A COMPOST OR TOPSOIL BLEND. APPROXIMATELY 3 INCHES OF
AMENDMENT SHALL BE ADDED TO THE SITE. COMPOSE SHALL BE DISKEDITILLED INTO THE TOP ----- -^---� ��
6INCHES OF EXISTING SOIL.c:•vii""°t
MATERIALS:.�..m®
1. THE LIMESTONE SHALL BE DOLOMITIC AGRICULTURAL GROUND LIMESTONE
CONTAINING NOT LESS THAN 10% MAGNESIUM OXIDE. MIX INTO SOIL A MINIMUM OF 4 �� r
INCHES DEEP.
2.FERTILIZER SHALL BE COMMERCIAL PRODUCE OF 10-10-10 ANALYSIS. ALL --
FERTILIZER SHALL BE DELIVERED IN BAGS BEARING THE MANUFACTURER'SNAME,
THE CHEMICAL ANALYSIS OF THE PRODUCT AND THE WEIGHT. IF NOT USED
IMMEDIATELY AFTER DELIVERY, THE FERTILIZER SHALL BE STORED IN A MANNER
WHICH WILL NOT ALLOW IT TO HARDEN OR DESTROY EFFECTIVENESS. MIX INTO SOILS j�
3. MINIMUM OF 4 INCHES DEEP.offtENER�Y0
3. GRASS SEED SHALL 8E AN APPROVED MIXTURE BASED ON REGIONAL AND
SEASONAL CONSIDERATIONS. PURITY OF SEED SHALL BE A MINIMUM OF 90% AND THE PRC)GRESS
GERMINATION SHALL BE A MINIMUM OF 85%. THE SEED LABEL SHALL BE A "CERTIFIED
SEED"LABEL. SEDIMENT AND EROSION CONTROL DETAILS
4.MULCH SHALL CONSIST OF DRY, SMALL GRAIN STRAW, DRY HAY OR OTHER TRANSMISSION ENGINEERING
SUITABLE AND APPROVED MATERIAL. COASTAL AREAS SEEDING SCHEDULE
2
03-05-201: FORMAT REVISIONS
LOE
I BGT
I BGT
rmcAnoN STANDARD DRAWING
1
09-08-2616 REVISIONS
LOE
BGT
BGT
s_ASE I"=1'-0" SCALERATIO I:I
0
05-96-2013 INITIAL RELEASE
SFP
I BGT
SFP
DRAWN SFP cw. . BGT App, SFR
NO.
DATE REVISION
BY
I CK.
I APP.
DA-_- 05-06-13 DwG. NQ. CT -65378 SH I OF I
52�CZQ%UQUII
MATERIALS:
1. USE SYNTHETIC FIBER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS
CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461.
2. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A
MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 120
DEGREES FAHRENHEIT.
3. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/FT STEEL WITH A MINIMUM LENGTH OF 5 FEET. MAKE
SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC.
4. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE MESH WITH A MINIMUM 14 GUAGE AND
A MAXIMUM MESH SPACING OF 6 INCHES.
5. WIRE OR PLASTIC ZIP TIES SHOULD HAVE A MINIMUM 50 POUND TENSILE STRENGTH.
CONSTRUCTION:
1. DRIVE STEEL POST 24" INTO THE GROUND AND EXCAVATE A 8"x4" TRENCH UPHILL ALONG THE LINE OF THE POSTS.
(MAX. 8' BETWEEN POSTS)
2. SUPPORT FILTER FABRIC WITH WIRE MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND
THE WIRE MESH SUPPORT TO THE BOTTOM OF THE 8" TRENCH.
3. ATTACH THE FILTER FABRIC TO THE WIRE MESH ON THE UPSLOPE SIDE OF THE FENCE POST AND EXTEND THE
BOTTOM OF THE FABRIC 8" INTO THE TRENCH AND 4" ACROSS THE BOTTOM OF THE TRENCH.
4. BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR THE BOTTOM OF THE SILT FENCE SO THAT
RUNOFF IS FORCED TO GO THROUGH THE FENCE AND CANNOT GO UNDER IT.
5. ENSURE THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 36" ABOVE THE GROUND SURFACE.(HIGHER
FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE).
6. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL, CUT TO LENTH OF THE BARRIER TO AVOID JOINTS.
WHEN JOINTS ARE NECESARY, SECURELY FASTEN THE FILTER FABRIC ONLY AT A SUPPORT POST WITH A
MINIMUM OF 4 FEET OF OVERLAP TO THE NEXT POST.
7. DO NOT ATTACH FILTER FABRIC TO TREES.
8. DO NOT INSTALL SILT FENCE ACROSS STREAMS, DITCHES, WATERWAYS, OR OTHER AREAS OF COi GENTF4TED
FLOW.
MAINTENANCE:
1. INSPECT SILT FENCE EVERY SEVEN DAYS AND WITHIN 24 HOURS AFTER EVERY RAINFALL EVENT 1/2 INCH OR
GREATER.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE
IT PROMPTLY.
3. REMOVE ACCUMULATED SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING
CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SILT FENCE DETAIL (TEMPORARY
NTS
I
2' MIN BETWEEN TIES
STAKE CAPS
:"l"+'::::itrt. •i <::': ..;i'tir:r:,;.; '! Y ! h+ t
,i:�", i•.'+Si,ry>'. t{hY`i •',� x :c}•:.i:Vr;7f re :: i:h •.::' i:.:Y:•J'�Y.. 1 v t f t t.o, `+ ?
:•!ri yl 2 x ...4:'�+r•'s`i: .,t.: .:. f. V h} T .+ F' f
..f �> n.::' , •,.i . yS. .k..: !t,., y ) ., i+r
DUKE
ENEMU
fPto
PROGRESS
SEDIMENT AND EROSION CONTROL DETAILS
TRANSMISSION ENGINEERING
SILT FENCE DETAIL
2-22-2016 REVISIONS
LOE
BGT
BGT
LOCATToN STANDARD DRAWING
SCALE V=1.0" SCALERATTD Ll
DRAWN SFP Cm BGT .App. SFP
DATE 05-06-13 DWO.NO. CT -653M SH lof)
12-21-2015 REVISIONS LOE BGT BGT
135-96-2913 INITIAL RELEASE SFP8GT SFP
a.n nATV T)PUTOMT Ixv _v enn
B
WIRE
w
I
S-ITEAgEA, DEscRIIaTION' STABILUM10N
8' MAX. STAND RD STRENGTH FABRIC WITH WIR_c ,t.7ESH
W
MESH
%2 u< High QUa Water (HO" Zones 7'' days
":Tl nxrr" s
None
WIRE PLASTIC OR
Ifs es are 'I O'!or less 1�.1w th -and are
�
d
>
1 13
I
MESH WIRE TIES STEEL
I
Slopes 31 or, Ratter U days
7 ftys, for slopes, greater ihm,50r ih kms
POI F
ziii•riiiiiiiiiiiiii:::::::::'ch�.•w..�iother areas, iIperifL� iiLi:fl�days
E
e
None, except for A!eters and HiV.
BACKFILL TRENCH
FILTER AND
HORCOMPACT
---FABRIC THOROUGHLY
C
STEEL
NATURAL
z
1 W"-24
24"
POST
GROUND
� a
o
PLASTIC OR
U
WIRETIES
NEIN
MIN .
NATURAL
GROUND
24"
8"DOWN &4"
- -
FORWARD ALONG
2114
.................. �--------------------------------------- -........
THE TRENCH
9
i
CROSS-SECTION
LLL
FILTER
VIEW
FABRIC
52�CZQ%UQUII
MATERIALS:
1. USE SYNTHETIC FIBER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS
CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461.
2. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A
MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 120
DEGREES FAHRENHEIT.
3. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/FT STEEL WITH A MINIMUM LENGTH OF 5 FEET. MAKE
SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC.
4. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE MESH WITH A MINIMUM 14 GUAGE AND
A MAXIMUM MESH SPACING OF 6 INCHES.
5. WIRE OR PLASTIC ZIP TIES SHOULD HAVE A MINIMUM 50 POUND TENSILE STRENGTH.
CONSTRUCTION:
1. DRIVE STEEL POST 24" INTO THE GROUND AND EXCAVATE A 8"x4" TRENCH UPHILL ALONG THE LINE OF THE POSTS.
(MAX. 8' BETWEEN POSTS)
2. SUPPORT FILTER FABRIC WITH WIRE MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND
THE WIRE MESH SUPPORT TO THE BOTTOM OF THE 8" TRENCH.
3. ATTACH THE FILTER FABRIC TO THE WIRE MESH ON THE UPSLOPE SIDE OF THE FENCE POST AND EXTEND THE
BOTTOM OF THE FABRIC 8" INTO THE TRENCH AND 4" ACROSS THE BOTTOM OF THE TRENCH.
4. BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR THE BOTTOM OF THE SILT FENCE SO THAT
RUNOFF IS FORCED TO GO THROUGH THE FENCE AND CANNOT GO UNDER IT.
5. ENSURE THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 36" ABOVE THE GROUND SURFACE.(HIGHER
FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE).
6. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL, CUT TO LENTH OF THE BARRIER TO AVOID JOINTS.
WHEN JOINTS ARE NECESARY, SECURELY FASTEN THE FILTER FABRIC ONLY AT A SUPPORT POST WITH A
MINIMUM OF 4 FEET OF OVERLAP TO THE NEXT POST.
7. DO NOT ATTACH FILTER FABRIC TO TREES.
8. DO NOT INSTALL SILT FENCE ACROSS STREAMS, DITCHES, WATERWAYS, OR OTHER AREAS OF COi GENTF4TED
FLOW.
MAINTENANCE:
1. INSPECT SILT FENCE EVERY SEVEN DAYS AND WITHIN 24 HOURS AFTER EVERY RAINFALL EVENT 1/2 INCH OR
GREATER.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE
IT PROMPTLY.
3. REMOVE ACCUMULATED SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING
CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SILT FENCE DETAIL (TEMPORARY
NTS
I
I
DEPENDING ON FILL SLOPE.
:"l"+'::::itrt. •i <::': ..;i'tir:r:,;.; '! Y ! h+ t
,i:�", i•.'+Si,ry>'. t{hY`i •',� x :c}•:.i:Vr;7f re :: i:h •.::' i:.:Y:•J'�Y.. 1 v t f t t.o, `+ ?
:•!ri yl 2 x ...4:'�+r•'s`i: .,t.: .:. f. V h} T .+ F' f
..f �> n.::' , •,.i . yS. .k..: !t,., y ) ., i+r
DUKE
ENEMU
fPto
PROGRESS
SEDIMENT AND EROSION CONTROL DETAILS
TRANSMISSION ENGINEERING
SILT FENCE DETAIL
2-22-2016 REVISIONS
LOE
BGT
BGT
LOCATToN STANDARD DRAWING
SCALE V=1.0" SCALERATTD Ll
DRAWN SFP Cm BGT .App. SFP
DATE 05-06-13 DWO.NO. CT -653M SH lof)
12-21-2015 REVISIONS LOE BGT BGT
135-96-2913 INITIAL RELEASE SFP8GT SFP
a.n nATV T)PUTOMT Ixv _v enn
®r
GEOTEXTILE FABRIC
OARSE
IED AGGREGATE
t� .....V. DEPTH)
DF TAIL NC) BEY:
CONSTRUCTION ENTRANCE DETAIL IS SHOWN FOR REFERENCE ONLY. CONSTRUCTION ENTRANCES SHALL BE USED
WHERE HEAVY MATS ARE DEEMED INSUFFICIENT BY DUKE ENERGY PROGRESS AND ITS REPRESENTATIVES.
WASHING - IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THE MUD AND SEDIMENT WILL NOT BE REMOVED
BY VEHICLES TRAVELING OVER THE GRAVEL, THE TIRES SHOULD BE WASHED. WASHING SHOULD BE DONE ON AN
AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO A SEDIMENT TRAP OR OTHER SUITABLE DISPOSAL
AREA. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE.
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL
PROPERLY TO GRADE IT.
2. ALWAYS USE GEOTEXTILE FABRIC TO IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO
SEEPAGE OR HIGH WATER TABLE UNLESS OTHERWISE DIRECTED BY THE DESIGNATION REPRESENTATIVE OF
DUKE ENERGY PROGRESS.
3. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT.
4. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION
SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2 -INCH STONE. AFTER EVERY RAINFALL, INSPECT ANY
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. REMOVE ALL OBJECTIONABLE MATERIALS
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
TYPICAL SO` CONSTRICTION ENTRANCE (TEMPORARY)
NTS
NCDFNR- I OR NOTFR•
NCDENR-LQS CONSTRUCTION ENTRANCE REQUIRES:
2"-3" WASHED STONE
50' MIN. LENGTH
6" MIN. DEPTH
DUKE ENERGY PROGRESS REQUIRES, WHERE NECESSARY, AN ADDITIONAL 50' OF ABC STONE TO
ALLOW CONSTRUCTION EQUIPMENT TO GAIN TRACTION BEFORE ENTERING PUBLIC ROADS (SEE
100' CONSTRUCTION ENTRANCE).
SC:DHFrNOT .,
SEE 100' CONSTRUCTION ENTRANCE DETAIL FOR SC NOTES.
**SURGE STONE AND CRUSHED CONCRETE ARE NOT ACCEPTABLE FOR 2"-3" WASHED STONE
REVISIONS
u1r11�1
10' MIN.
13 i r
I
I I I
I o 11 I
I I
❑ ❑L
0 --❑-R ❑--❑ 0 ❑ I
NOT TO SCALE PIM
TYPE "ABOVE GRADE"
WITH STRAW BALES
STAPLES (2 PER BALE)
10 MI
L
LPLASTIC LINING
WOOD OR
NATIVE MATERIAL METAL STAKES
(OPTIONAL) (2 PER BALE)
SECTION B -B
NOTES:
1. ACTUAL LAYOUT DETERMINED IN THE FIELD
2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN
30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY
INSPECTION/MAI NTENANCE/REMOVAL:
1. TEMPORARY CONCRETE WASHOUT FACILITIES ARE TO BE INSPECTED
BY THE RESIDENT ENGINEER DURING HIS/HER WEEKLY EROSION AND
SEDIMENT CONTROL INSPECTION, AFTER A STORM EVENT OF'%z OR
GREATER AND AT THE END OF ANY DAY WHEN CONCRETE HAS BEEN
POURED ON THE CONSTRUCTION SITE. THE INSPECTOR IS TO ENSURE
THAT THERE ARE NO LEAKS, NO SPILLS AND THAT THE FACILITIES
CAPACITY HAS NOT YET BEEN COMPROMISED.
2. ANY OVERFLOWING OF THE WASHOUT FACILITIES ONTO THE GROUND
MUST BE CLEANED UP AND REMOVED WITHIN 24 HOURS OF
DISCOVERY.
3. IF A RAIN OR SNOW EVENT IS FORECASTED, A NON -COLLAPSING,
NON -WATER COLLECTING COVER SHALL BE PLACED OVER THE
WASHOUT FACILITY AND SECURED TO PREVENT ACCUMULATION AND
OVERFLOW OF PRECIPITATION.
4. CONTENTS OF EACH CONCRETE WASHOUT FACILITY ARE NOT TO
EXCEED 75% OF ITS DESIGNED CAPACITY. IF THE CONTENTS REACH
75% CAPACITY, DISCONTINUE POURING CONCRETE INTO THE
FACILITY UNTIL IT HAS BEEN CLEANED OUT.
. ALLOW SLURRY TO EVAPORATE OR REMOVE. FROM THE SITE IN A
SAFE MANNER (IE. VACUUM TRUCK). ALL HARDENED MATERIAL CAN
THEN BE REMOVED AND DISPOSED OF PROPERLY.
6. IF A LINED BASIN IS USED, IMMEDIATELY REPLACE THE LINER IF IT
BECOMES DAMAGED.
7. REMOVE TEMPORARY CONCRETE WASHOUT FACILITIES WHEN THEY
ARE NO LONGER NEEDED AND RESTORE THE DISTURBED AREAS TO
THEIR ORIGINAL CONDITION.
12-21-2015 1 REVISIONS
NOT TO SCALE
EDGE OF LINER
STAKE
iIY
P
STRAW BALE
(TYP)
STAKE CAPS
DUKE
t ENERGY'S
PROGRESS
SEDIMENT AND EROSION CONTROL DETAILS
TRANSMISSION ENGINEERING
50* CONSTRUCTION ENTRANCE
LocATTov STANDARD DRAWING
SCALE F' = I `4" SCALE RATIO 1:1
DRAWN SFP cHK. BGT 3eP. SFR
DATE 05-06-13 DWG. NO. CT -653811 SH 14T I
2'
AT LEAST 6"
STEEL WIRE
BINDING WIRE
ATTACH LINER TO TOP OF STRAW
BALE WITH STAPLES
STRAW BALE
3`
E
CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
STAPLE DETAIL
PLYWOOD
48" X 24"
PAINTED WHITE
BLACK LETTERS
6" HEIGHT
0.5" LAG
SCREWS
WOOD POST
3"X3"X8'
•� DUKE
T ENERGYo
PROGRESS
SEDIMENT AND EROSION CONTROL DETAILS
TRANSMISSION ENGINEERING
WASHOUT PIT
LOCATION STANDARD DRAWING
SCALE r = r-@, SCAI.F RAI TO tI
DRAWN SFP CHK, SOT APP. SFP
DATE 05-06-13 DWG. NO. CT -65387 SH 1 OF i
#57 WASHED STONE ON UPSTREAM SIDE OF WIRE MESH.
6" MIN. W MAX
STONE HEIGHT 4' MAX
rtlAN
3'
5'
12" DEEP BED OF CLASS "B" RIP -RAP
SPLASH PAD CONSTRUCTED ON
DOWNSTREAM SIDE OF SILT FENCE
5' MIN (USE FABRIC UNDER RIP RAP).
NOTES
STRUCTURAL STONE SHALL BE CLASS "B" STONE FOR EROSION CONTROL PURPOSES.
POST: METAL T -POSTS 5' OR 6' IN HEIGHT DEPENDING ON THE FILL SLOPE.
FABRIC: 36" IN WIDTH (MUST MEET ENGINEERS SPECIFICATIONS FOR EROSION CONTROL).
STONE: #57 WASHED STONE TO BE PLACED 12" DEEP AT SILT FENCE 2' MIN,
2:1 MAX
#57 WASHED STONE
SILT FENCE
OVER WIRE MESH
i
0
J
STAKE CAP
TOP VI'TR%
METAL FENCE POST
3T 5rt11TH STAKE CA
SILT FENCE
OVER VVIRE MES
I
I
DEPENDING ON FILL SLOPE.
:"l"+'::::itrt. •i <::': ..;i'tir:r:,;.; '! Y ! h+ t
,i:�", i•.'+Si,ry>'. t{hY`i •',� x :c}•:.i:Vr;7f re :: i:h •.::' i:.:Y:•J'�Y.. 1 v t f t t.o, `+ ?
:•!ri yl 2 x ...4:'�+r•'s`i: .,t.: .:. f. V h} T .+ F' f
..f �> n.::' , •,.i . yS. .k..: !t,., y ) ., i+r
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+t r4Y. .,.er: .,v+• .• xi:••:••:s_,,']'t::;j:Y:'y'::•;,•'v:':v?-`!�u?Xr%iiv t :Y r s i•
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� t :'?:1?;:.'•'
"rt`;:
SPECIFICATIONS FOR EROSION CONTROL.
2 MAX'
I
I �
G E
Cl" NF #57 WASHED STONE TO BE PLACED
B
I
I
B
.•.r:y:t..i.-r:yt.i•
.-r.yt.i
.-r.yt.i
.-r:yt.i
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W
I
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":Tl nxrr" s
None
I
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�
d
>
1 13
I
I
13 i r
I
I I I
I o 11 I
I I
❑ ❑L
0 --❑-R ❑--❑ 0 ❑ I
NOT TO SCALE PIM
TYPE "ABOVE GRADE"
WITH STRAW BALES
STAPLES (2 PER BALE)
10 MI
L
LPLASTIC LINING
WOOD OR
NATIVE MATERIAL METAL STAKES
(OPTIONAL) (2 PER BALE)
SECTION B -B
NOTES:
1. ACTUAL LAYOUT DETERMINED IN THE FIELD
2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN
30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY
INSPECTION/MAI NTENANCE/REMOVAL:
1. TEMPORARY CONCRETE WASHOUT FACILITIES ARE TO BE INSPECTED
BY THE RESIDENT ENGINEER DURING HIS/HER WEEKLY EROSION AND
SEDIMENT CONTROL INSPECTION, AFTER A STORM EVENT OF'%z OR
GREATER AND AT THE END OF ANY DAY WHEN CONCRETE HAS BEEN
POURED ON THE CONSTRUCTION SITE. THE INSPECTOR IS TO ENSURE
THAT THERE ARE NO LEAKS, NO SPILLS AND THAT THE FACILITIES
CAPACITY HAS NOT YET BEEN COMPROMISED.
2. ANY OVERFLOWING OF THE WASHOUT FACILITIES ONTO THE GROUND
MUST BE CLEANED UP AND REMOVED WITHIN 24 HOURS OF
DISCOVERY.
3. IF A RAIN OR SNOW EVENT IS FORECASTED, A NON -COLLAPSING,
NON -WATER COLLECTING COVER SHALL BE PLACED OVER THE
WASHOUT FACILITY AND SECURED TO PREVENT ACCUMULATION AND
OVERFLOW OF PRECIPITATION.
4. CONTENTS OF EACH CONCRETE WASHOUT FACILITY ARE NOT TO
EXCEED 75% OF ITS DESIGNED CAPACITY. IF THE CONTENTS REACH
75% CAPACITY, DISCONTINUE POURING CONCRETE INTO THE
FACILITY UNTIL IT HAS BEEN CLEANED OUT.
. ALLOW SLURRY TO EVAPORATE OR REMOVE. FROM THE SITE IN A
SAFE MANNER (IE. VACUUM TRUCK). ALL HARDENED MATERIAL CAN
THEN BE REMOVED AND DISPOSED OF PROPERLY.
6. IF A LINED BASIN IS USED, IMMEDIATELY REPLACE THE LINER IF IT
BECOMES DAMAGED.
7. REMOVE TEMPORARY CONCRETE WASHOUT FACILITIES WHEN THEY
ARE NO LONGER NEEDED AND RESTORE THE DISTURBED AREAS TO
THEIR ORIGINAL CONDITION.
12-21-2015 1 REVISIONS
NOT TO SCALE
EDGE OF LINER
STAKE
iIY
P
STRAW BALE
(TYP)
STAKE CAPS
DUKE
t ENERGY'S
PROGRESS
SEDIMENT AND EROSION CONTROL DETAILS
TRANSMISSION ENGINEERING
50* CONSTRUCTION ENTRANCE
LocATTov STANDARD DRAWING
SCALE F' = I `4" SCALE RATIO 1:1
DRAWN SFP cHK. BGT 3eP. SFR
DATE 05-06-13 DWG. NO. CT -653811 SH 14T I
2'
AT LEAST 6"
STEEL WIRE
BINDING WIRE
ATTACH LINER TO TOP OF STRAW
BALE WITH STAPLES
STRAW BALE
3`
E
CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
STAPLE DETAIL
PLYWOOD
48" X 24"
PAINTED WHITE
BLACK LETTERS
6" HEIGHT
0.5" LAG
SCREWS
WOOD POST
3"X3"X8'
•� DUKE
T ENERGYo
PROGRESS
SEDIMENT AND EROSION CONTROL DETAILS
TRANSMISSION ENGINEERING
WASHOUT PIT
LOCATION STANDARD DRAWING
SCALE r = r-@, SCAI.F RAI TO tI
DRAWN SFP CHK, SOT APP. SFP
DATE 05-06-13 DWG. NO. CT -65387 SH 1 OF i
#57 WASHED STONE ON UPSTREAM SIDE OF WIRE MESH.
6" MIN. W MAX
STONE HEIGHT 4' MAX
rtlAN
3'
5'
12" DEEP BED OF CLASS "B" RIP -RAP
SPLASH PAD CONSTRUCTED ON
DOWNSTREAM SIDE OF SILT FENCE
5' MIN (USE FABRIC UNDER RIP RAP).
NOTES
STRUCTURAL STONE SHALL BE CLASS "B" STONE FOR EROSION CONTROL PURPOSES.
POST: METAL T -POSTS 5' OR 6' IN HEIGHT DEPENDING ON THE FILL SLOPE.
FABRIC: 36" IN WIDTH (MUST MEET ENGINEERS SPECIFICATIONS FOR EROSION CONTROL).
STONE: #57 WASHED STONE TO BE PLACED 12" DEEP AT SILT FENCE 2' MIN,
2:1 MAX
#57 WASHED STONE
SILT FENCE
OVER WIRE MESH
i
0
J
STAKE CAP
TOP VI'TR%
METAL FENCE POST
3T 5rt11TH STAKE CA
SILT FENCE
OVER VVIRE MES
`nsT METAL T -POST 5 FEET OR 6 FEET IN HEIGHT
I
DEPENDING ON FILL SLOPE.
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I
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:d'•S•.?'.:,4:s:}•,+rl�i:'{::; t x. . f..,., .::7.,.,....,..t:x..s.:},,:s..}.,.,,...}:.. :ur.f....1 C X F !r' ,Y.:.X.. ..y t ::.,x, :k
� t :'?:1?;:.'•'
"rt`;:
SPECIFICATIONS FOR EROSION CONTROL.
2 MAX'
I
I
G E
Cl" NF #57 WASHED STONE TO BE PLACED
.#' .,
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.•.r:y:t..i.-r:yt.i•
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t,-:;;:;.,..`.:; ;:;.,,.`.:;;:;.fir tr.i �;.�r tr.i �;.t �.:; ;:;.h t�::; ;:;.t:�::; ;:;.t:�::;.,:.. `.::: k:;� .''•.:;'':;.''•_ .''•.:;'':;.''•_.''•.:;'':',:..''•.:;'':',:'.''•.:;'':',:..''•.:;'':..:::,:"': _ > t:::�;.,,
rf rf r r r rf rf rf r Y! r! r! r! r! r! tr f rf f tf tf tf tf tf tf tf tf tf tf tf rf rf
} T } T } T } T }TT } 1 } 1 } T }T1 } 1 } 1 } T1 } 11 } T1 } }T1 T }TT }TTT }TT }T1 }T1 }T1 }T1 }}TT }}T1 }}T1 }}TJ }TT }}TT }}TT }} J }},!T .
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S-ITEAgEA, DEscRIIaTION' STABILUM10N
13 i r
I
I I I
I o 11 I
I I
❑ ❑L
0 --❑-R ❑--❑ 0 ❑ I
NOT TO SCALE PIM
TYPE "ABOVE GRADE"
WITH STRAW BALES
STAPLES (2 PER BALE)
10 MI
L
LPLASTIC LINING
WOOD OR
NATIVE MATERIAL METAL STAKES
(OPTIONAL) (2 PER BALE)
SECTION B -B
NOTES:
1. ACTUAL LAYOUT DETERMINED IN THE FIELD
2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN
30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY
INSPECTION/MAI NTENANCE/REMOVAL:
1. TEMPORARY CONCRETE WASHOUT FACILITIES ARE TO BE INSPECTED
BY THE RESIDENT ENGINEER DURING HIS/HER WEEKLY EROSION AND
SEDIMENT CONTROL INSPECTION, AFTER A STORM EVENT OF'%z OR
GREATER AND AT THE END OF ANY DAY WHEN CONCRETE HAS BEEN
POURED ON THE CONSTRUCTION SITE. THE INSPECTOR IS TO ENSURE
THAT THERE ARE NO LEAKS, NO SPILLS AND THAT THE FACILITIES
CAPACITY HAS NOT YET BEEN COMPROMISED.
2. ANY OVERFLOWING OF THE WASHOUT FACILITIES ONTO THE GROUND
MUST BE CLEANED UP AND REMOVED WITHIN 24 HOURS OF
DISCOVERY.
3. IF A RAIN OR SNOW EVENT IS FORECASTED, A NON -COLLAPSING,
NON -WATER COLLECTING COVER SHALL BE PLACED OVER THE
WASHOUT FACILITY AND SECURED TO PREVENT ACCUMULATION AND
OVERFLOW OF PRECIPITATION.
4. CONTENTS OF EACH CONCRETE WASHOUT FACILITY ARE NOT TO
EXCEED 75% OF ITS DESIGNED CAPACITY. IF THE CONTENTS REACH
75% CAPACITY, DISCONTINUE POURING CONCRETE INTO THE
FACILITY UNTIL IT HAS BEEN CLEANED OUT.
. ALLOW SLURRY TO EVAPORATE OR REMOVE. FROM THE SITE IN A
SAFE MANNER (IE. VACUUM TRUCK). ALL HARDENED MATERIAL CAN
THEN BE REMOVED AND DISPOSED OF PROPERLY.
6. IF A LINED BASIN IS USED, IMMEDIATELY REPLACE THE LINER IF IT
BECOMES DAMAGED.
7. REMOVE TEMPORARY CONCRETE WASHOUT FACILITIES WHEN THEY
ARE NO LONGER NEEDED AND RESTORE THE DISTURBED AREAS TO
THEIR ORIGINAL CONDITION.
12-21-2015 1 REVISIONS
NOT TO SCALE
EDGE OF LINER
STAKE
iIY
P
STRAW BALE
(TYP)
STAKE CAPS
DUKE
t ENERGY'S
PROGRESS
SEDIMENT AND EROSION CONTROL DETAILS
TRANSMISSION ENGINEERING
50* CONSTRUCTION ENTRANCE
LocATTov STANDARD DRAWING
SCALE F' = I `4" SCALE RATIO 1:1
DRAWN SFP cHK. BGT 3eP. SFR
DATE 05-06-13 DWG. NO. CT -653811 SH 14T I
2'
AT LEAST 6"
STEEL WIRE
BINDING WIRE
ATTACH LINER TO TOP OF STRAW
BALE WITH STAPLES
STRAW BALE
3`
E
CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
STAPLE DETAIL
PLYWOOD
48" X 24"
PAINTED WHITE
BLACK LETTERS
6" HEIGHT
0.5" LAG
SCREWS
WOOD POST
3"X3"X8'
•� DUKE
T ENERGYo
PROGRESS
SEDIMENT AND EROSION CONTROL DETAILS
TRANSMISSION ENGINEERING
WASHOUT PIT
LOCATION STANDARD DRAWING
SCALE r = r-@, SCAI.F RAI TO tI
DRAWN SFP CHK, SOT APP. SFP
DATE 05-06-13 DWG. NO. CT -65387 SH 1 OF i
#57 WASHED STONE ON UPSTREAM SIDE OF WIRE MESH.
6" MIN. W MAX
STONE HEIGHT 4' MAX
rtlAN
3'
5'
12" DEEP BED OF CLASS "B" RIP -RAP
SPLASH PAD CONSTRUCTED ON
DOWNSTREAM SIDE OF SILT FENCE
5' MIN (USE FABRIC UNDER RIP RAP).
NOTES
STRUCTURAL STONE SHALL BE CLASS "B" STONE FOR EROSION CONTROL PURPOSES.
POST: METAL T -POSTS 5' OR 6' IN HEIGHT DEPENDING ON THE FILL SLOPE.
FABRIC: 36" IN WIDTH (MUST MEET ENGINEERS SPECIFICATIONS FOR EROSION CONTROL).
STONE: #57 WASHED STONE TO BE PLACED 12" DEEP AT SILT FENCE 2' MIN,
2:1 MAX
#57 WASHED STONE
SILT FENCE
OVER WIRE MESH
i
0
J
STAKE CAP
TOP VI'TR%
METAL FENCE POST
3T 5rt11TH STAKE CA
SILT FENCE
OVER VVIRE MES
CLAa'S'0' RIP RAP
BOTTOM OF T
SILT FENCE
FLOW -•- CROSS RFT:. 0
SILT FENCE OUTLET DETAIL (TEMPORARY)
NTS
MAINTENANCE:
1. INSPECT SILT FENCE OUTLET EVERY SEVEN DAYS AND WITHIN 24 HOURS AFTER EVERY
RAINFALL EVENT 1/2 INCH OR GREATER.
2. REMOVE ACCUMULATED SEDIMENT AND REPLACE STONE AS NECESSARY.
tft�
DUKE
ENERGY*
PROGRESS
SEDIMENT AND EROSION CONTROL DETAILS
TRANSMISSION ENGINEERING
SILT FENCE OUTLET DETAIL
LOCATION STANDARD DRAWING
SCALE r. r'0* SCALE RATIO Itj
DRAON SFP CNK. BGT a r. SFP
;arE 05-06-13 DwG,NO. CT -65343 Sm I OF I
[TATE
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING SOIL AMENDMENT & SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET INA 6" DEEP X 6" WIDE TRENCH. BACKFILL AND
COMPACT THE TRENCH AFTER STAPLING.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL.
4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH AN 18" OVERLAP. USE A DOUBLE ROW OF STAGGERED
STAPLES 4" APART TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. BLANKETS IN SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED (2" FOR C350
MATTING).
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS.
USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL. PLACE A SECOND ROW 4" BELOW THE
FIRST ROW IN A STAGGERED PATTERN.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH BACKFILL AND
COMPACT THE TRENCH AFTER STAPLING.
*FULL WIDTH MATTING IN SWELLS AND DITCHES WILL NOT REQUIRE OVERLAPPING
TYPICAL INSTALLATION OF NETTING AND MATTING
NTS
1; 0 (till
`nsT METAL T -POST 5 FEET OR 6 FEET IN HEIGHT
NPDES Mimwater D_whi aw Pfit for Cmsbtwl ffill ActivI�r MCG -011
DEPENDING ON FILL SLOPE.
:"l"+'::::itrt. •i <::': ..;i'tir:r:,;.; '! Y ! h+ t
,i:�", i•.'+Si,ry>'. t{hY`i •',� x :c}•:.i:Vr;7f re :: i:h •.::' i:.:Y:•J'�Y.. 1 v t f t t.o, `+ ?
:•!ri yl 2 x ...4:'�+r•'s`i: .,t.: .:. f. V h} T .+ F' f
..f �> n.::' , •,.i . yS. .k..: !t,., y ) ., i+r
FABRIC 36 INCHES IN WIDTH MUST MEET ENGINEERS
:.. ...•:..ter.;.....;..::
:•r:. ..x. a :,res T F } } } '1':.+'•'r'• ! f l F 7 r. ,r Y.rs,'7:tr'✓rv.."r`:}5+isii:%isii:%:�::
+t r4Y. .,.er: .,v+• .• xi:••:••:s_,,']'t::;j:Y:'y'::•;,•'v:':v?-`!�u?Xr%iiv t :Y r s i•
:d'•S•.?'.:,4:s:}•,+rl�i:'{::; t x. . f..,., .::7.,.,....,..t:x..s.:},,:s..}.,.,,...}:.. :ur.f....1 C X F !r' ,Y.:.X.. ..y t ::.,x, :k
� t :'?:1?;:.'•'
"rt`;:
SPECIFICATIONS FOR EROSION CONTROL.
2 MAX'
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yt.rt..t..t..
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12 INCHES DEEP AT SILT FENCE.
CLAa'S'0' RIP RAP
BOTTOM OF T
SILT FENCE
FLOW -•- CROSS RFT:. 0
SILT FENCE OUTLET DETAIL (TEMPORARY)
NTS
MAINTENANCE:
1. INSPECT SILT FENCE OUTLET EVERY SEVEN DAYS AND WITHIN 24 HOURS AFTER EVERY
RAINFALL EVENT 1/2 INCH OR GREATER.
2. REMOVE ACCUMULATED SEDIMENT AND REPLACE STONE AS NECESSARY.
tft�
DUKE
ENERGY*
PROGRESS
SEDIMENT AND EROSION CONTROL DETAILS
TRANSMISSION ENGINEERING
SILT FENCE OUTLET DETAIL
LOCATION STANDARD DRAWING
SCALE r. r'0* SCALE RATIO Itj
DRAON SFP CNK. BGT a r. SFP
;arE 05-06-13 DwG,NO. CT -65343 Sm I OF I
[TATE
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING SOIL AMENDMENT & SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET INA 6" DEEP X 6" WIDE TRENCH. BACKFILL AND
COMPACT THE TRENCH AFTER STAPLING.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL.
4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH AN 18" OVERLAP. USE A DOUBLE ROW OF STAGGERED
STAPLES 4" APART TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. BLANKETS IN SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED (2" FOR C350
MATTING).
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS.
USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL. PLACE A SECOND ROW 4" BELOW THE
FIRST ROW IN A STAGGERED PATTERN.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH BACKFILL AND
COMPACT THE TRENCH AFTER STAPLING.
*FULL WIDTH MATTING IN SWELLS AND DITCHES WILL NOT REQUIRE OVERLAPPING
TYPICAL INSTALLATION OF NETTING AND MATTING
NTS
1; 0 (till
FINAL SUBMITTAL
ISSUED FOR CONSTRUCTION
Stantec
801 JONES FRANKLIN RD, SUITE 300
RALEIGH, NC 27606
[phone]
[phone] FAX
LICENSE # F-0672
PROJECT NUMBER: 178451092
fro)
DUKE
ENERGY.
PROGRESS
SEDIMENT AND EROSION CONTROL DETAILS
TRANSMISSION ENGINEERING
INSTALLATION OF NETT€NG AND MATTING DETAIL
LOCATION STANOARO DRAWING
SCALE I'll I` -O' SCALE RATIO 131
DRAWN SFP CHK. BGT APP. SFP
nATF 05-06-13 Dwr-NO. CT -65389 SH I OF 1
o r `n
NPDES Mimwater D_whi aw Pfit for Cmsbtwl ffill ActivI�r MCG -011
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.
S-ITEAgEA, DEscRIIaTION' STABILUM10N
TomEFRAmE ExcEp om,
PerimE,ftr cffikes, swa,, Mckes slopes JT days
None
%2 u< High QUa Water (HO" Zones 7'' days
":Tl nxrr" s
None
Ifs es are 'I O'!or less 1�.1w th -and are
�
Slopes, s�Ir than &A 7 days
Slopes 31 or, Ratter U days
7 ftys, for slopes, greater ihm,50r ih kms
ziii•riiiiiiiiiiiiii:::::::::'ch�.•w..�iother areas, iIperifL� iiLi:fl�days
E
e
None, except for A!eters and HiV.
FINAL SUBMITTAL
ISSUED FOR CONSTRUCTION
Stantec
801 JONES FRANKLIN RD, SUITE 300
RALEIGH, NC 27606
[phone]
[phone] FAX
LICENSE # F-0672
PROJECT NUMBER: 178451092
fro)
DUKE
ENERGY.
PROGRESS
SEDIMENT AND EROSION CONTROL DETAILS
TRANSMISSION ENGINEERING
INSTALLATION OF NETT€NG AND MATTING DETAIL
LOCATION STANOARO DRAWING
SCALE I'll I` -O' SCALE RATIO 131
DRAWN SFP CHK. BGT APP. SFP
nATF 05-06-13 Dwr-NO. CT -65389 SH I OF 1
o r `n
ALiparap 110

C
c"c
--)DEN OR STEEL POSTS
SIDE VIEW
CUTS. FILLS. AND GRADED AREAS THAT WILL BE MOWED
MAKE MOWED SLOPES NO STEEPER THAN 4:1.
ROUGHEN THESE AREAS TO SHALLOW GROOVES BY NORMAL TILLING,
DISKING, HARROWING, OR USE OF CULTIPACKER-SEEDER. MAKE THE FINAL
PASS OF ANY SUCH TILAGE IMPLEMENT ON THE CONTOUR.
MAKE GROOVES, FORMED BY SUCH IMPLEMENTS, CLOSE TOGETHER (LESS
THATN 10 INCHES) AND NOT LESS THAN 1 INCH DEEP.
EXCESSIVE ROUGHNESS IS UNDESIRABLE WHERE MOWING IS PLANNED.
O 0
ROUGHENING WITH TRACKED MACHINERY
O
LIMITED ROUGHENING WITH TRACKED MACHINERY TO SANDY SOILS TO
AVOID UNDUE COMAPACTION OF THE SOIL SURFACE. TRACKING IS
O 0�0 0 GENRALLY NOT AS EFFECTIVE AS THE OTHER ROUGHENING METHODS
DESCRIBED.
0 0 0 DSO OPERATE TRACKED MACHINERY UP AND DOWN THE SLOPE TO LEAVE
HORIZONTAL DEPRESSIONS IN THE SOIL. DO NOT BACK -BLADE DURING THE
FINAL GRADING OPERATION.
OOD�O 0 00
�0 �O
BOO
ETHYLENE OR POLYPROPYLENE
'EXTILE, ORANGE, HIGHLY
LE FENCING, ULTRAVIOLET
'ING
GRADE
CONSTRUCTION SPECIFICATIONS:
FLARED END SECTIr,AI
(FES) OR STORM
EXTEND FILTER FABRIC
UNDER STORM PIPE 5'
rIL_ I r -R
SECTION A -A FABRIC
MAINTENANCE:
DITCH AND BURY FILTER
FABRIC (ALL 4 SIDES)
(MIN. 12" DEEP AND EXTEND
MIN. 12" FROM TOP EDGE
OF RIPRAP (TYP)
NOTES
1. La IS THE LENGTH OF RIPRAP
APRON
2. DEPTH (d) = 18" MINIMUM, FOR NCDOT
CLASS 'B' RIP -RAP, d50= 8", dMAX= 12".
3. IN A WELL-DEFINED CHANNEL
EXTEND THE APRON UP ON THE
CHANNEL BANKS TO AN
ELEVATION OF 6" ABOVE THE
MAXIMUM TALLWATER DEPTH OR
TO TOP OF THE BANK,
WHICHEVER IS LESS.
4. FILTER FABRIC SHOULD BE INSTALLED
BETWEEN THE RIP -RAP AND
SOIL FOUNDATION.
INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR
GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP HAS
TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS
TO PREVENT FURTHER DAMAGE.
RIP -RAP OUTLET PROTECTION
• � :��,�.
NTS
SURFACE ROUGHENING
COMPACTED 2'
NTS
SOIL BERM � I MIN.
10'-0" O.C. MAX
II VISIBLE FENCING, ULTRAVIOLET
I�Ell
COATING
IIII
IIII--11
FRONT VIEW
1. ADDITIONAL CLEARING AND GRUBBING IS NOT REQUIRED TO INSTALL THE CONSTRUCTION
FENCE.
2. THE CONSTRUCTION FENCE SHALL CONFORM TO THE GENERAL CONTOUR OF THE EXISTING
GROUND.
3. THE TOPS OF ALL WOOD POSTS SHALL BE CUT AT A 30 -DEGREE ANGLE.
4. PLACE CONSTRUCTION FENCE TO THE INSIDE OF THE PROJECT LIMITS/LIMITS OF
DISTURBANCE BOUNDARY (APPROX. 0.5' INSIDE THE PROJECT LIMITS/LIMITS OF
DISTURBANCE) WHEREVER TREE PROTECTION FENCE IS NOT INSTALLED.
5. FENCE MATERIAL SHALL BE POLYETHYLENE OR POLYPROPYLENE GEOTEXTILE, ORANGE,
HIGHLY VISIBLE FENCING, AND HAVE AN ULTRAVIOLET COATING. FENCE MATERIAL SHALL
BE AS APPROVED BY DEP.
6. ATTACH GEOTEXTILE TO WOOD POSTS WITH ONE 2 -INCH GALVANIZED WIRE STAPLE
ACROSS EACH CABLE OR TO THE STEEL POSTS WITH WIRE OR OTHER ACCEPTABLE MEANS.
7. DURING FINAL SITE CLEANUP, REMOVE CONSTRUCTION FENCE TO INCLUDE ALL POSTS.
MAINTENANCE:
nil
2" WOODEN OR STEEL POSTS
ALVANIZED WIRE STAPLE
GRADE
1. INSPECT CONSTRUCTION FENCE DURING THE REQUIRED EROSION
AND SEDIMENT CONTROL INSPECTIONS.
2. REPAIR FENCE AS REQUIRED.
3. MAINTAIN FENCE THROUGHTOUT DURATION OF PROJECT.
CONSTRUCTION FENCE DETAIL
NTS
CLASS B
EROSION
CONTROL
STONE
6" #57 STONE
FIE TER FABRIC.
;5RC1S;S SFCSTItRJ
�z
L
J 0
Qw
1.5' MIN.
"V/
9" MIN r
FILTER FABRIC
£ f;i
f TO) Rr(:TI(aN
6"#57 STONE -
At
Ip.
---1;=W ....... .........
M}.
A
RI AN .001
rnr.cTc I Ir, Inn: nr-- Irlr rlLius
1. PL4CE a�ONE TO THE LINOS AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION.
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS
THE CHANNEL BANKS.
3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANKS TO KEEP OVERFLOW WATER FROM UNDERCUTTING
THE DAM AS IT RE-ENTERS THE CHANNEL.
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME
ELEVATION AS THE TOE ELEVATION OF THE UPPER DAM.
5. PROTECT THE CHANNEL DOWNSTREAM FROM THE LOWEST CHECK DAM, CONSIDER THAT WATER WILL FLOW
OVER AND AROUND THE DAM.
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
7. ENSURE THAT THE CHANNEL APPURTENANCES, SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS, ARE NOT
SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
S. BURY THE FILTER FABRIC MIN. 12" ON BOTH SIDES OF THE UPSTREAM SIDE.
LAINTFN A -Z
1. INSPECT THE DAMS AND CHANNELS FOR DAMAGE AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL.
2. ANTICIPATE SUBMERGENCE .AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND
THE EDGES OF THE DAM. CORRECT ALL DAMAGE. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A
PROTECTIVE RIP RAP LINER IN THAT PORTION OF THE CHANNEL.
3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL
VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS
FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAM AS NEEDED TO MAINTAIN DESIGN HEIGHT AND
CROSS SECTION.
12-21-2615 Rr,91SICtVS
02-04-2013 1Nf7 AL RE
DATE
FINAL SUBMITTAL
ISSUED FOR CONSTRUCTION
DUKE
ENERGY.
PROGRESS
SEDIMENT AND EROSION CONTROL DETAILS
TRANSMISSION ENGINEERING
TYPICAL ROCK CHECK DAM
r.,�c nox STANDARD DRAWING
SCALF V= F-0" SC.ALF aaTro 1:1
uzawrr SFP cnx. BGT .drr. SFP
DAr2 05-06-13 ovc:.Nc. CT -65392 SH I OF I
18" MIN.
6' ] YPICAL
CONSTRUCTION I. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONAL
SPECIFICATIONS MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS.
3, ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION
OF THE SEDIMENT TRAP, PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION.
6.4:1 MAX SIDE SLOPES IF/WHERE VEHICLES CROSS AND USE 2-3" COURSE AGGREGATE TO FORM
THE DIVERSION CHANNEL.
MAINTENANCE INSPECT TEMPORARY DIVERSION ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS
AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED,
REMOVE THE RIDGE AND THE CHANNEL T) BLEND WITH THE NATURAL GROUND LEVEL END
APPROPRIATELY STABILIZE IT.
TEMPORARY DIVERSION CHANNEL SCHEDULE
CHANNEL NO.
DEPTH
BOTTOM
SLOPE (S)
LENGTH
TEMPORARY LINING
SEE SHEET
11
i
`FILL IN CHART ACCORDING TO EACH SPECIFIC PROJECT (TO BE COMPLETED BY ENGINEER)
BIONS
rtir; :u, RR
Stantec
801 JONES FRANKLIN RD, SUITE 300
RALEIGH, NC 27606
[phone]
[phone] FAX
LICENSE # F-0672
PROJECT NUMBER: 178451092
TEMPORARY DIVERSION DITCH
NTS
fDUKE
rotil ENERGY.
PROGRESS
SEDIMENT AND EROSION CONTROL DETAILS
TRANSMISSION ENCINEERING
DIVERSION CHANNEL DETAIL
f_,)('ArIOA STANDARD DRAWING
=CALc I"=1' -G" SCALFRAI 70 1:1
rmAiv SFP criK. BGT AMP SFP
r iF 05-66`13 own -No, CT -65396 SIS I OF 1
nreIInED
mil --- Mimi

SKIMMER - SEE SKIMMER DETAIL
00 RETRIEVAL (ATTACH TO OUTLET PIPE)
ROPE
5' SECOND CHAMBER
PROTECT EMERGENCY 25% OF SURFACE ARE
SPILLWAY WITH FILTER FABRIC
AND RIPRAP
N4��INV.= 23.50 � FILTER
FABRIC
ry----------------------
---------------------------
0 0
4" PVC
NOTES:
1. USE FOR DRAINAGE AREAS NOT EXCEEDING 10
(TEN) ACRES.
2. EARTH BERM SHALL BE STABILIZED w/SEEDING
ACCORDING TO SPECIFICATIONS.
LINE SPILLWAY
WTH RIPRAP
FILTER FABRIC
INV.= 24.00
J OUTLET CHAMBER
15% OF SURFACE ARE
CROSS SECTION
SPILLWAY LENGTH
SPILLWAY DETAIL
MAINENANCE
1. INSPECT TEMPORARY SKIMMER BASINS AND EMPTY SKIMMER OF ALL DEBRIS
AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND
RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE BASIN. PLACE
THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND
REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
2. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING.
PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A
MINIMUM OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT.
IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY
ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST
BE REPLACED IMMEDIATELY.
3. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE
SPILLWAY AND DOWNSTREAM FROM THE BASIN IMMEDIATELY AFTER
CONSTRUCTION WITH SEEDING.
TOP OF DAM
DITCH AND BURY FILTER
FABRIC EDGE (ALL 4
SIDES) (MIN. 12" DEEP X 6"
WIDE)
SKIMMER SEDIMENT BASIN
NTS
BAFFLE - SEE
BAFFLE DETAIL
� INLET ZONE
// 35% OF SURFACE ARE
FIRST CHAMBER
25% OF SURFACE ARE
CONSTRUCTION SPECIFICATIONS
1. SUBGRADE PREPARATION - PREPARE THE SUBGRADE FOR RIPRAP AND FILTER FABRIC TO THE REQUIRED LINES AND GRADES SHOWN
ON THE PLANS. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO A DENSITY APPROXIMATING THAT OF THE SURROUNDING
UNDISTURBED MATERIAL OR OVERFILL DEPRESSIONS WITH RIPRAP. REMOVE BRUSH, TREES, STUMPS, AND OTHER OBJECTIONABLE
MATERIAL. CUT THE SUBGRADE SUFFICIENTLY DEEP THAT THE FINISHED GRADE OF THE RIPRAP WILL BE AT THE ELEVATION OF THE
SURROUNDING AREA. CHANNELS SHOULD BE EXCAVATED SUFFICIENTLY TO ALLOW PLACEMENT OF THE RIPRAP IN A MANNER SUCH
THAT THE FINISHED INSIDE DIMENSIONS AND GRADE OF THE RIPRAP MEET DESIGN SPECIFICATIONS.
2. SYNTHETIC FILTER FABRIC - PLACE THE CLOTH FILTER DIRECTLY ON THE PREPARED FOUNDATION. OVERLAP THE EDGES BY AT
LEAST 12 INCHES, AND SPACE ANCHOR PINS EVERY 3 FT ALONG THE OVERLAP. BURY THE UPSTREAM END OF THE CLOTH A MINIMUM
OF 12 INCHES BELOW GROUND AND WHERE NECESSARY, BURY THE LOWER END OF THE CLOTH OR OVER LAP WITH THE NEXT
SECTION AS REQUIRED. TAKE CARE NOT TO DAMAGE THE CLOTH WHEN PLACING RIPRAP. IF DAMAGE OCCURS REMOVE THE RIPRAP,
AND REPAIR THE SHEET BY ADDING ANOTHER LAYER OF FILTER MATERIAL WITH A MINIMUM OVERLAP OF 12 INCHES AROUND THE
DAMAGED AREA. IF EXTENSIVE DAMAGE IS SUSPECTED, REMOVE AND REPLACE THE ENTIRE SHEET.
WHERE LARGE STONES ARE USED OR MACHINE PLACEMENT IS DIFFICULT, A 4 -INCH LAYER OF FINE GRAVEL OR SAND MAY BE NEEDED
TO PROTECT THE FILTER CLOTH.
3. STONE PLACEMENT - PLACEMENT OF RIPRAP SHOULD FOLLOW IMMEDIATELY AFTER PLACEMENT OF THE FILTER FABRIC. PLACE
RIPRAP SO THAT IT FORMS A DENSE, WELL -GRADED MASS OF STONE WITH A MINIMUM OF VOIDS. THE DESIRED DISTRIBUTION OF
STONES THROUGHOUT THE MASS MAY BE OBTAINED BY SELECTIVE LOADING AT THE QUARRY, AND CONTROLLED DUMPING DURING
FINAL PLACEMENT. PLACE RIPRAP TO ITS FULL THICKNESS IN ONE OPERATION. DO NOT PLACE RIPRAP BY DUMPING THROUGH
CHUTES OR OTHER METHODS THAT CAUSE SEGREGATION OF STONE SIZES. TAKE CARE NOT TO DISLODGE THE UNDERLYING BASE
OR FILTER FABRIC WHEN PLACING THE STONES.
THE TOE OF THE RIPRAP SLOPE SHOULD BE KEYED TO A STABLE FOUNDATION AT ITS BASE. THE TOE SHOULD EXTEND
HORIZONTALLY FROM THE SLOPE.
PROVIDE CUTOFF WALLS AT BOTH THE BEGINNING AND END OF THE RIPRAP CHANNELS TO PROTECT AGAINST UNDERCUTTING. THE
CUTOFF WALLS SHALL CONSIST OF THE SAME CLASS OF RIPRAP AS THE CHANNEL AND SHALL BE A DEPTH OF 2.0 TIMES THE DESIGN
THICKNESS OF THE RIPRAP, AND SHALL EXTEND HORIZONTALLY FOR A LENGTH OF 1.0 TIMES THE DESIGN THICKNESS.
THE FINISHED SLOPE SHOULD BE FREE OF POCKETS OF SMALL STONE OR CLUSTERS OF LARGE STONES. HAND PLACING MAY BE
NECESSARY TO ACHIEVE THE PROPER DISTRIBUTION OF STONE SIZES TO PRODUCE A RELATIVELY SMOOTH, UNIFORM SURFACE. THE
FINISHED GRADE OF THE RIPRAP SHOULD BLEND WITH THE SURROUNDING AREA. NO OVERFALL OR PROTRUSION OF RIPRAP SHOULD
BE APPARENT.
MAINTENANCE
INSPECT CHANNELS AND OTHER AREAS WHERE CONCENTRATED FLOW OCCURS AT REGULAR INTERVALS AS WELL AS AFTER MAJOR
RAINS, AND MAKE REPAIRS PROMPTLY. GIVE SPECIAL ATTENTION TO THE OUTLET AND INLET SECTIONS AND OTHER POINTS WHERE
CONCENTRATED FLOW ENTERS. CAREFULLY CHECK STABILITY AT ROAD CROSSINGS, AND LOOK FOR INDICATIONS OF PIPING, SCOU
HOLES, OR BANK FAILURES. MAKE REPAIRS IMMEDIATELY. MAINTAIN ALL VEGETATION ADJACENT TO THE RIPRAP IN A HEALTHY,
VIGOROUS CONDITION TO PROTECT THE AREA FROM EROSION AND SCOUR DURING OUT -OF -BANK FLOW AND OR LARGER STORM
EVENTS.
OTHER RIPRAP AREAS SHOULD BE INSPECTED PERIODICALLY FOR SCOUR OR DISLODGED STONES. CONTROL OF WEED AND BRUSH
GROWTH MAY BE NEEDED IN SOME LOCATIONS. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
RIPRAP DETAIL
NTS
700 G/M2 COIR EROSION
BLANKET OR COIR MESH
BAFFLE ATTACHED TO POSTS
WITH LENGTHS OF WIRE
BAFFLE INSTALLATION
NOTES
1. DRIVE STEEL FENCE POST AT LEAST 24" INTO SOLID GROUND
2. WOOD POSTS ARE NOT ACCEPTABLE SUPPORT WIRE
3. USE STAPLES V APART TO ATTACH FABRIC
MAINTENANCE
1. INSPECT BAFFLES AT LEAST ONCE A WEEK OR
AFTER ANY RAINFALL
2. REMOVE SEDIMENT WHEN IT REACHES HALF FULL.
SEDIMENT DEPTH SHOULD NEVER EXCEED HALF
THE DESIGN STORAGE DEPTH.
3. TAKE ALL PRECAUTION TO MAINTAIN QUALITY OF
BAFFLES. IF BAFFLES ARE DAMAGE, REMOVE AND
REPLACE.
FENCE AND NETTING
BURIED IN TRENCH OR
PINNED WITH 8" MATTING
STAPLES
8" DEEP TRENCH,
BACKFILLED AND
COMPACTED
BAFFLE DETAIL
NTS
DITCH AND BURY FILTER FABRIC
(ALL 4 SIDES) (MIN. 12" DEEP
AND EXTEND MIN. 12" FROM TOP
EDGE OF RIPRAP)
THICKNESS (d)
d MIN.
FILTER
ON
FABRIC
r
COMPACTED
SUBGRADE
RIP -RAP ALONG SLOPE AREAS
SECTION A7
EXISTING GROUND OR PROPOSED GRADE
W
BOTTOM DITCH AND BURY FILTER FABRIC
WIDTH (ALL 4 SIDES) (MIN. 12" DEEP
AND EXTEND MIN. 12" FROM TOP
EDGE OF RIPRAP)
SIDE 12" TYP
SLOPE
SHOULD BE 6"
NVERT OF SPILLWAY.
SHOULD BE 2"
HE TOP OF BERMS.
2.0 d
MIN.
12" TYP I I DEPTH =1
= COMPACTED SUBGRADE
III = -
= I _ FILTER FABRIC
THICKNESS (d) RIP -RAP
RIP -RAP CROSS SECTION FOR SLOPE AREAS
MAXIMUM CHANNEL BOTTOM
STRUCTURE La W d50 STONE DIA. d TYPE DEPTH WIDTH
TD#1 AT P-1 OUTLET IN 8" 12"
SEDIMENT BASIN
TD#2 OUTLET 8" 12"
TD#3 OUTLET 8" 12"
2� * = AS SHOWN ON THE PLANS
SIDE
SLOPES
18" CLASS B RIPRAP 1' 4' 3:1 MAX
DATE
"I 1V. VVI Ni 1"%! I IVII r-r\V V ILJC'+ Jf\IIVIIVICfC VVI I " I .1 J %-; \Ir 1%�L,
TO 4" OUTLET PIPE.
SKIMMER DETAIL
NTS
I 1 : CLASS "9•
CLASS B RIP RAP PLACED
AROUNC
115-1
MAINTENANCE
1. INSPECT PIPE INLET PROTECTION EVERY SEVEN DAYS AND WITHIN 24 HOURS AFTER EVERY RAINFALL EVENT 112 INCH OR GREATER.
2. REN10VE ACCUMULATED SEDIMENT AND REPLACE STONE AS NECESSARY.
REVISIONS
PIPE INLET PROTECTION DETAIL (TEMPORARY)
NTS
PFVISTON
5 Stantec
18" CLASS B RIPRAP 1' 2' 2:1 MAX 801 JONES FRANKLIN RD, SUITE 300
RALEIGH, NC 27606
18" CLASS B RIPRAP 1' 4' 2:1 MAX [phone]
[phone] FAX
LICENSE # F-0672
/\ PROJECT NUMBER: 178451092
FINAL SUBMITTAL
ISSUED FOR CONSTRUCTION
, + DUKE
ENERGY.
PROGRESS
SEDIMENT AND EROSION CONTROL DETAILS
TRANSMISSION ENGINEERING
PIPE INLET PROTECTION DETAIL
LOCATION STAWARD DRAWING
SCALE SCALE RATIO I:I
DRAAw SFP a]K. BGT APP. SFP
DATE 05-06-13 OWG, N4, CT -65391 SH I OF I
iln
lW
0b re I I n ED

PIPE DIA MAXIMUM
"D" „A„
6" TO 15"
8"
18" TO 21 "
10"
24" TO 30"
12"
33" TO 42"
15"
48" & LARGER
18"
4" MIN. BEDDING THICKNESS FOR
NON -PLASTIC PIPE #67 STONE
NOTE: MAXIMUM TRENCH WIDTH "W"
TAKEN AT TOP OF PIPE
TRENCH FOR NON -PLASTIC STORM DRAIN PIPE
NOT TO SCALE
SPIGOT END ON INLET END SECTIONS
HUB END ON OUTLET END SECTIONS
A A
E
PLAN
BAR OR STEEL FABRIC
REINFORCING
C R
7
SECTION A -A
WA-
ELE\
EXISTING GROUND
SILT BAG
PLASTIC LINER OR
GEOTEXTILE LINER
6" CLASS A STONE EXISTING
CHANNEL
DEWATERING DEVICE
END SECTION DIMENSIONS
DIA
A B
C
D
E
1 211
411 2'-011
2'-011
4'-011
2'-011
15"
66" 2'-3"
1'-9"
4'-0"
2'-6"
18"
9" 2'-3"
1'-9"
4'-0"
11
31-0
24"
9 1/2" 3'-7"
2'-6"
61-111
4'-0"
30"
1'-0" 4'-6"
1'-7 3/4"
6'-1 3/4"
5'-0"
36"
1'-3" 5'-3"
2'-10 3/4"
8'-1 3/4"
6'-0"
42"
1'-9" 5'-3"
2'-11"
8'-2"
6'-6"
48"
2'-0" 6'-0"
2'-2"
8'-2"
7'-0"
54"
2'-3" 5'-5"
2'-9 1/4"
8'-2 1/4"
7'-6"
60"
2'-11" 5'-0"
3'-3"
8'-3"
8'-0"
E
FRONT ELEVATION
FLARED END SECTION DETAIL
NOT TO SCALE
SECTION B -B
RIPRAP FLOW DISSIF
DEVICE (SIZE AS RE(
TO PREVENT EROSIO
DISPERSE
I A A ii i- M\ n /1 I I C` I I A I C- C'1
SECTION A -A
D
DEWATERING
DEVICE
(DIRT/SILT BAG)
FINAL SUBMITTAL
ISSUED FOR CONSTRUCTION
u
PLAN
0 STREAM WORK PUMP AROUND DETAIL
NOT TO SCALE
(N Stantec
801 JONES FRANKLIN RD, SUITE 300
RALEIGH, INC 27606
[phone]
[phone] FAX
LICENSE # F-0672
PROJECT NUMBER: 178451092
NOTES:
NER
1. BASED ON DAILY MOISTURE CONDITIONS, THE WORK
AREA MAY NOT REQUIRE PUMPING
2. DIFFERING SETUPS OR MATERIAL SUBSTITUTIONS MUST BE
APPROVED BY DUKE ENERGY
W r ln--
.
1
c"Falln in