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DUDE
HORIZONTAL GRAPHIC SCALE if
SILAS TRANSMISSION LINE
N HDR Engineering Inc.
50 0 25 50 100 200 of the Carolinas IL„ ENERGY® EROSION & SEDIMENT
.
;is,' 01/31/22 ISSUED FOR PERMIT CPG/FLS BA VH 440 S. Church St Suite 1000 CONTROL PLAN
'' 07/29/21 70% SUBMITTAL CPG/FLS ( IN FEET) Charlotte, NC 28202-2075 CAROLINAS
P.DWG 04/30/21 30/o 1 inch = 50 ft. 704.338.6700
a o SUBMITTAL CPG/KR VH BA 526 SOUTH CHURCH STREET
CHARLOTTE N.C. 28202 LINE INDEX: DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED TELEPHONE N0. [phone] 1W264 10291756 P5

LEGEND:
\ \ \ \\\ \\ _ - , _�� \�\ \ \ / • _ / / - \ 9 STRUCTURE, REMOVE
--__ \ \ \ \ \ \ \ \ \� �\ \ EXISTING
\ \ \ \ ` iEIEJ'-I
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STRUCTURE, REMOVE AND A
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P6A5748897352 \ \ \ � \ \\\ \\ / /. Oq r
NICHOLS JACK G \ _ = - -- ' \ \\\ N\\
\ A
NICHOLS PHYLLIS B • \ \ \ \ \ \ \\\ \\ \ I 5748995787
6 STRUCTURE, PROPOSED
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730 730 \ \ N \ \ I \ ` \ \\ \ x\\\ \\ / _ i \�. ` FLOOD PLAIN-
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TITLE
HORIZONTAL GRAPHIC SCALE DUKE SILAS TRANSMISSION LINE
HDR Engineering Inc.
50 0 25 50 100 200 of the Carolinas IL, ENERGY® EROSION & SEDIMENT
01/31/22 ISSUED FOR PERMIT CPG/FLS BA VH 440 S. Church St suite loon CONTROL PLAN
07/29/21 70% SUBMITTAL CPG/FLS ( IN FEET) Charlotte, NC 28202-2075 CAROLI NAS
1 inch = 50 ft. 704.338.6700
P.DWG 04/30/21 30% SUBMITTAL CPG/KR VH BA 526 SOUTH CHURCH STREET CHARLOTTE N.C. 28202 LINE INDEX: DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED TELEPHONE NO. [phone] 1 W264 10291756 P6

LEGEND:
\ \ / / / \ �/ / // j / j7 ,...... ........,
// &WI* / / // / / / / / / / / / / / / / '� EX ST NG RE, REMOVE
\; P 7A ---„--------------„ __
__________
______ __ _____
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.......
/ A,
// / / No Impacts to Waters ._.
z/ / / /� �/ / / / / _ . ...._
STRUCTURE, REMOVE AND
i // // / / / / / / / / / / / / / / /
/ / REPLACE EXISTING -
\ / ------ /j-----
/ , / / / / / // / / / / / / • / / /
1 / i / / / / // / / / / / / / / / / / / / / STRUCTURE, PROPOSED -
co / / / // i / / / / / /
i
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6 Og0 92 j // // / / , / / / // / / / / /�� / / / / / / •
RIGHT-OF-WAY CENTERLINE
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/ / / / / / / ��/ / / / RIGHT-OF-WAY
/ / , / / / / / / �� / 1- / �j / / / / / / / / /
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S JUSTIN B CE-2
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a TITLE
DUDEc. HORIZONTAL GRAPHIC SCALE if SILAS TRANSMISSION LINE
N HDR Engineering Inc.
50 0 25 50 100 200 of the Carolinas �, ENERGY® EROSION & SEDIMENT
01/31/22 ISSUED FOR PERMIT CPG/FLS BA VH 440 S. Church St Suite 1000 CONTROL PLAN
Y 07/29/21 70% SUBMITTAL CPG/FLS
1 inch = 50 ft.( IN FEET) Charlotte, NC 28202-2075 CAROLI NAS
704.338.6700
a o 526 SOUTH CHURCH STREET
ifiP.DWG 04/30/21 30/o SUBMITTAL CPG/KR VH BA CHARLOTTE N.C. 28202 LINE INDEX: DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED TELEPHONE NO. [phone] 1 W264 10291756 P7

LEGEND:
\ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ \ \ \ STRUCTURE, REMOVE
• , \\\ \ \ \ EXISTING
Np8A ,
SEE P8A.1 FOR 922820 \ 5759226542 \ \ \ \ \ \
VEHICLE ACCESS \\ • \IPS CHARLES W&SO \ \ N o I m pacts to Waters PHILLIPS JUSTIN BURDETTE \ \ \ \ \ \ \ \ 411101.111:V
STRUCTURE, REMOVE AND
INC\ \ \ \ \ ' BK:00321 PG:0930 \ \ \ \ Oo \ \ REPLACE EXISTING
\\\ \ \ BK.0 PG:0 - \\ \ I I I /� \ \ \� \ \
\ \\ \\ \ • \ \ \ \ I I I \ N 6' \ STRUCTURE, PROPOSED A
\ \ \ \ \ \ I / \
760- � \ \\\ \ \ \ \ \ 'AOO �� / / / I \ \ .' \ \ \ \ EXISTING TRANSMISSION LINE
\ \ \ •\ \ \ �� \ I \ \\ \ RIGHT OF WAY CENTERLINE
762
\ \ \ \ \ \ \ _ �\ / / I \ \N \ \ \ �'�el�
x \ \ \ \ \ \\ \\ \ \ \ \\ r \ / / I j I I N \ \ \ PROPOSED TRANSMISSION LINE _ _ _
�7 1 \ \ \ \ 1 I 1 \ \ _ \ / / / I / I I \ 690 CONTRACTOR TO CONFIRM \\ \ \ - RIGHT-OF-WAY CENTERLINE
I � \ \ I I \ \ / � _ / I s
� STRUCTURAL INTEGRITY OFI
I I \ 88 • EXISTING ROAD CULVERT/BRIDGE \\ \ EXISTING TRANSMISSION LINE
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766 I \ • \ \ OPEN WATER PA / .,I \ \
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\ 'HILLIP I / / N. i �/ �_ \\ \ \ \ \ \ \ \ TO BE MATTED (REGULATORY)
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_ \ \ \ \ \ \\ \ \ \ \ •
(SEE DETAIL 1/PED-1)
\ \ \ 57593349 0 \ \ I \ \ \ \ \ __ OVERHEAD ELECTRIC OHE
- WOODRUFF CHRISTINE • \ \ \\ \
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\ o \ \ I \ \ \ \ \ \ \ AND NOT TO SCALE. REFER TO EACH REFERENCED
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a TITLE
DUDE
HORIZONTAL GRAPHIC SCALE / li
SILAS TRANSMISSION LINE
N HDR Engineering Inc.
50 0 25 50 100 200 of the Carolinas IL, ENERGY® EROSION & SEDIMENT
1 01/31/22 ISSUED FOR PERMIT CPG/FLS BA VH 440 S. Church St Suite 1000 CONTROL PLAN
Y 07/29/21 70% SUBMITTAL CPG/FLS ( IN FEET) Charlotte, NC 28202-2075 CAROLINAS
704.338.6700
a o 1 inch = 50 ft. 526 SOUTH CHURCH STREET
P.DWG 04/30/21 30/o SUBMITTAL CPG/KR VH BA CHARLOTTE N.C. 28202 LINE INDEX: DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED TELEPHONE NO. [phone] 1W264 10291756 P8

LEGEND:
STRUCTURE, REMOVE
, p 9 AEXISTING
STRUCTURE, REMOVE AND -
>411111111. . /V, . ..
REPLACE EXISTING
' 100 YR FLOODPLAIN r4,
STRUCTURE, PROPOSED A
CONTRACTOR TO SCHEDULE
C/\) W1 - Wetland 5 WORK AT TOWERS T-122 AND EXISTING TRANSMISSION LINE
` �� �' Temporary Impact T-123 NEAR DUTCHMAN CREEK RIGHT-OF-WAY CENTERLINE
Matting • TO OCCUR IN DRY CONDITIONS
7 ��' sl ` c°I 0.73 acre �Oy / OR SUMMER CONDITIONS,
a \ �� �P�N �Q� ' WHERE POSSIBLE. PROPOSED TRANSMISSION LINE
/ A.
; CD
O °° I RIGHT-OF-WAY CENTERLINE
•` —/ 0� oq.Q1 6/ o ° EXISTING TRANSMISSION LINE
/ RIGHT-OF-WAY
v �� (110 z
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_ . _____
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1-
2 / y Z
664 ` ` —� • R/W 1•I , O
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-I
m • w (RECOMMENDED)
m .. / T-123 • y1 T-11�
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� R/W
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00 �0 y (11)
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z `� S5 - New Culvert _ �� ' - U STREAM/CHANNEL
D \ - - - - - - Permanent Impacti, i to - Tower in Wetland �° Q STREAM/TOP OF BANK TOBCI
/ Tributary to Dutchman Creek _- ' S7 - New Culvert 5 - to be removed 6 SOB7
\ I / / (perennial) 6-1
Permanent Impact TEMPORARY BRIDGE
y (SEE DETAIL 6/PED1)
I / / / - 4 feet wide / 60 linear feet �oto y Tributary to Dutchman Creek �5$ $f �O )
L.' 1 / p� �p (intermittent)
10 I EXISTING GRAVEL/PAVED
I I / / / S6 - Dewatering / 3 feet wide / 60 linear feet r �, / Dy ,_ ACCESS A M M •
/ 3 •
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/ / / / Tributary to Dutchman Creek g / ,, • E M •
/ % / _ (perennial) o Temporary Impact �0 oy
/ / 4 feet wide / 20 linear feet rid Tributary to Dutchman Creek41 C G� gOL -
' TEMPORARY GRAVELED
(intermittent) PN
ACCESS (SEE DETAIL 5/PED-1)
j / / / / / 3 feet wide / 20 linear feet 5759536842 aWOODRUFF CHARLES W • OvEXISTING/TEMPORARY ACCESS
// // ��� �� �� °s°� °�`Lto
WOODRUFF CHRISTINE 1111P-
,/ 6�O° i TO(SE BE B MATTED
TL 2P(REG)LATORY)
ZHENDRICKS p// // / / / i BK:00113 PG:0159 - ; 2
I DISCRETIONARY MATTING • • • • •
/
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MATTED WORK AREA
FILTER BAG
(SEE DETAIL 3/PED-3)
/ / LIMITS OF DISTURBANCE
P 9 B k /
C E-2
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. .,. (SEE DETAIL 1/PED-1)
/. W2 - Wetland 6 / ,,; . 5759664062 V Al)
/ TDB \ Temporary I •mpact / - SMITH NATHAN F OVERHEAD ELECTRIC OHE
�p SMITH PEGGY AYCOTH
°°° /, Co
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411,4co
/ / / / / / / / (SEE DETAIL 1/PED-3)
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W6 / / / / / oI . " 0000 . 4 = - i / / / / / / / �°j� o ERENCE
I AND NOT TO SCA1. BMPS ARE OLENREOFER TTOR AEAOCH REN FFERENCED Z
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3
a TITLE
DUDEHORIZONTAL GRAPHIC SCALE SILAS TRANSMISSION LINE
N HDR Engineering Inc.
50 0 25 50 100 200 of the Carolinas �, ENERGY® EROSION & SEDIMENT
'Lei,' 01/31/22 ISSUED FOR PERMIT CPG/FLS BA VH 440 S. Church St Suite 1000• CONTROL PLAN
'' 07/29/21 70% SUBMITTAL CPG/FLS ( IN FEET) Charlotte,338 NC 28202-2075
a o 1 inch = 50 ft. 526 SOUTH CHURCH STREET
P.DWG 04/30/21 30% SUBMITTAL CPG/KR VH BA CHARLOTTE N.C. 28202 LINE INDEX: DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED TELEPHONE NO. [phone] 1W264 10291756 P9

LEGEND:
/ / I \ ) 1/ / // / Z\ / I I I / / A I • ,
\ \ EXISTING STRUCTURE, REMOVE
/ pi upk I _ _ _ .
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.. I \\ o STRUCTURE, REMOVE AND
759760451 / / / / / I o :: :I:::OSED
/ ( I HENNINGERJEREMIAH I / / / ! I I I
/ / W3 - Wetland 7 /
HENDRI � -
\ „ BK:01054 PG:1057 Temporary Impact BK:00192 PG:0362
/ Matting \ I I I I I I
/ / 0.01 >, / I / EXISTING TRANSMISSION LINE
106 / / // / / � / I I 6, RIGHT-OF-WAY CENTERLINE
/ / ///// / I / / / 5759766423 i/ /
ON / / // // • ` v �' ' HENDRIX JANE C PROPOSED TRANSMISSION LINE
/ / // / I I I ( I y8 46' (I° / / BK:00569 PG:0211 / I RIGHT-OF-WAY CENTERLINE
/ \ / V' / 1 l I I / �O / / 692 EXISTING TRANSMISSION LINE
/ \ \ 0� / / / I I \ / / / / RIGHT-OF-WAY
V
` / / / III Qy •
- / / / / / / / o
0_ L
D V / // / J i I\ S 14 RO / Q FEMA 100-YEAR FLOOD PLAIN
I . 690
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0 R/VV / M _ PROPERTY LINE —
m / // dd -i //'cn
T- 78 / / / / / ` I r yF ' -379 -+. T-380 I m 30' UNDISTURBED BUFFER
0
m / � _ • / E (RECOMMENDED)
r
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• • / / , = JURISDICTIONAL WETLANDOID
p7 i / �- ❑ i i f-7Dlk, /
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z_
8 i o = STREAM/CHANNEL
z --Orl' /- / / / / / 100 YEARtip a / 1 6' J
c / / / / ✓ • ////,Y' FLOOD PLAIN
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0 / / / ...-, // / / / , , r—iz / I ggs , , (SEE DETAIL 6/PED1)
Ill
6 // // / Q / EXISTING GRAVEL/PAVED
/ // // •
/7t . I 5759767450 5759769412 ACCESS
/ /
/ CARTER WILLIAM TILDEN HENDRIX BILLY LESTER SR
I / / // // //// / / I 100 YEAR �' \
Q / I 684 BK:00829 PG:0748 HENDRIX REBECCA H I EXISTING DIRT ACCESS .
/ / 69/ / / �/ //�� / / .. FLOOD PLAIN
/ / / / / /, 100 Y■ LOODPLAI \ BK:00444 PG:0670 TEMPORARY GRAVELED
//// , / / ' -- - ACCESS (SEE DETAIL 5/PED-1) —
/ / / / Z / j , / / , • 682
EXISTING/TEMPORARY ACCESS
/ / / / / //�/ // / / TO BE MATTED (REGULATORY)
/ / / /„.„. / / / / / / 680
(SEE DETAIL 2/PED-1)
/ / /� / / / / DISCRETIONARY MATTING • • • • •
/ // V /
MATTED WORK AREA
FILTER BAG
(SEE DETAIL 3/PED-3)
/11 / . .
/ 668 LIMITS OF DISTURBANCE
,__ 411111111111i6-/VC E-2
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d iv , . /
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�Q / / / - OVERHEAD ELECTRIC 0 H E
0 / / / 6 1`L/ - EXISTING FENCE/WALL x x
r , / / / \ - 00 YR FLO DPLAIN
I'. 5759769412 / �p / I W4 Wetland 8 _
HENDRIX BILLY LESTER SR C / Temporary Impact ��� I SAFETY FENCE
r (SEE DETAIL 1/PED-3)
HENDRIX REBECCA H / / / �co I Matting - - - .
I. BK:00444 PG:0670 / / / / 0' Y• ' ' EXISTING CULVERT TO REMAIN -
i / FLOOD PLAIN 0.05 acre
/ � / �� * O EXISTING CULVERT REPLACE
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D DRAINAGE �,- z
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r V RO RO 6
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m / 1 . / / / / S / um, co
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i / �_ �--- TOB �_ — —
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/ / I / __ TDB gDl '� - 668 W9
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/ / / / W8 B ��01 _ Z
/ -(0�� S _i �� GENERAL NOTES.
/ / / / / / / IAIC " . - - - Apr--__-- _- --, --/ �_/��� \ CONTRACTOR TO CONFIRM 1. BMPS ARE SHOWN FOR LOCATION REFERENCE J
`5� / / / / — /
2 Tower in Wetland GR�EK ITV / /// �� ' 6 TOP OF BANK AND SIZE OF AND NOT TO SCALE. REFER TO EACH REFERENCED
i —_ 9 CULVERT FOR CROSSING DETAIL FOR INSTALLATION SIZE. O
/ 0 / / / 8 - to be removed �uFF P�� a�� /' //�/%/� �� -�\ —
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LT_
3
a TITLE
DUDE
HORIZONTAL GRAPHIC SCALE if
SILAS TRANSMISSION LINE
N HDR Engineering Inc.
50 0 25 50 100 200 of the Carolinas �, ENERGY® EROSION & SEDIMENT
01/31/22 ISSUED FOR PERMIT CPG/FLS BA VH IM)/ 440 S. Church St Suite 1000 CONTROL PLAN
Y 07/29/21 70% SUBMITTAL CPG/FLS ( IN FEET) Charlotte, NC 28202-2075 CAROLI NAS
1 inch = 50 ft. 704.338.6700
a o 526 SOUTH CHURCH STREET
P.DWG 04/30/21 30/o SUBMITTAL CPG/KR VH BA CHARLOTTE N.C. 28202 LINE INDEX: DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED TELEPHONE NO. [phone] 1W264 10291756 P10

LEGEND:
. 674 STRUCTURE, REMOVE
- - I I670
t _4 EXISTING
i 676
j :-��` STRUCTURE, REMOVE AND
' - - - t i ,• / / REPLACE EXISTING
678 .
_ r / / - - - i� L 1. - 5759978324
STRUCTURE, PROPOSED -
„ 14 / IIIPOWELL ROGER MARTIN
�/ / TEMPORARY ",\ ' ,
0==
668 / `: .� I * BK:01053 PG:0105 EXISTING TRANSMISSION LINE
T .r -_- ,.,, 12 HDPE i �-
�Q$ _ J CULVERT + +C '[2 RIGHT-OF-WAY CENTERLINE
g01 6i
I B �1 575996382 ., - •• b((6`L
PLO C' \'( �� g �6`6 SHOAF JAMES A TRUSTEE �� +` 3
c3`- J gQL o SHOAF HELEN F TRUSTEE i PROPOSED TRANSMISSION LINE —
I S15 — T0� BK:00775 PG:0937 I i RIGHT-OF-WAY CENTERLINE
-t0B ep . W5 - Wetland 10
1.
� f� Temporary 6�n �' ' � "`• EXISTING TRANSMISSION LINE
668 -(-' SO- Imp orar RIGHT-OF-WAY
- QB gQL Impact CI\ , e) z
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SQ1 0.02 FLS AIN .. \ . RO
1 .J �, z
co EXISTING 2' CONTOURS xxx
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m A RO ii' I O PROPERTY LINE
cn I 668 T-383 • /i16
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m A
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Sr� \ C T-115
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STREAM/CHANNEL• CU z
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p O , 6$6 V 6� \ �` � TEMPORARY BRIDGE
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680 \ \ \ - . - - - \
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- QD \ \ \ I � 75996681 N 6' \ \ 00VI
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(SEE DETAIL 3/PED-3)
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/
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• 714,' BK:00734 PG:0447 , AND NOT TO SCALE. REFER TO EACH REFERENCED z
DETAIL FOR INSTALLATION SIZE. 0
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a TITLE
DUDEca HORIZONTAL GRAPHIC SCALE SILAS TRANSMISSION LINE
N HDR Engineering Inc.
50 0 25 50 100 200 of the Carolinas 141., ENERGY® EROSION & SEDIMENT
1 01/31/22 ISSUED FOR PERMIT CPG/FLS BA VH 1-)1 440 S. Church St Suite 1000 CONTROL PLAN
'' 07/29/21 70% SUBMITTAL CPG/FLS ( IN FEET) Charlotte, NC 28202-2075 CAROLI NAS
1 inch = 50 ft. 704.338.6700
a o 526 SOUTH CHURCH STREET
P.DWG 04/30/21 30/o SUBMITTAL CPG/KR VH BA CHARLOTTE N.C. 28202 LINE INDEX: DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED TELEPHONE NO. [phone] 1W264 10291756 P11

LEGEND:
N .
— — \ �`,� �'4 / STRUCTURE, REMOVE
6�� - / EXISTING
P1 2A __4k
100 YEAR
`���, _� FLOOD PLAIN
grAll STRUCTURE, REMOVE AND -
\ \ \ / / ��' REPLACE EXISTING
066
N \ \ / / / \ STRUCTURE, PROPOSED
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9 \ • / / / / -- — \' \ o RIGHT-OF-WAY CENTERLINE
O /44* /\ \ \ \ / 100�R / / / / / / \ � .. . • I
\ ( FLOODPLAIN / N
_ \ \ pq rci / / , / / / / 6, �'� PROPOSED TRANSMISSION LINE
696 \ \ \ 0 6g2 , / / / / \ \ rn mod' \ 100 YEARI
RIGHT-OF-WAY CENTERLINE
F- o _� / / / / \ det `90 \ FLOOD PLAIN
698
.\ \ \ \ y _ 6 / / / / // / / \ \ EXISTING TRANSMISSION LINE
\ \ \ \ z 6$ - .. �, / / �9 s \ \ \ RIGHT-OF-WAY
f '\� S18 o p / / ,/ / \ \ 1 FEMA 100-YEAR FLOOD PLAIN
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- - - / PROPERTY OWNER FOR rn DETAIL FOR INSTALLATION SIZE. O
/ / / / / /// \ \ ACCESS ACROSS FIELDS. r \14 I
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41DUDE
c. HORIZONTAL GRAPHIC SCALE SILAS TRANSMISSION LINE
N HDR Engineering Inc.
50 0 25 50 100 200 of the Carolinas �, ENERGY® EROSION & SEDIMENT
01/31/22 ISSUED FOR PERMIT CPG/FLS BA VH 1-)1 440 S. Church St Suite 1000 CONTROL PLAN
Y 07/29/21 70% SUBMITTAL CPG/FLS ( IN FEET) Charlotte, NC 28202-2075 CAROLINAS
1 inch = 50 ft. 704.338.6700
a o 526 SOUTH CHURCH STREET
P.DWG 04/30/21 30/o SUBMITTAL CPG/KR VH BA CHARLOTTE N.C. 28202 LINE INDEX: DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED TELEPHONE NO. [phone] 1W264 10291756 P12

LEGEND:
I STRUCTURE, REMOVE
EXISTING
pi 3A :, .
STRUCTURE, REMOVE AND
A
REPLACE EXISTING
' �� STRUCTURE, PROPOSED -
100 YEAR S9 - New Culvert
I FLOOD PLAIN Permanent Impaci
EXISTING TRANSMISSION LINE
W7 - Wetland 13 Tributary to Buffal RIGHT-OF-WAY CENTERLINE
ITower in - Temporary �( (intermittent)Wetland 12 - to - \ Impact °� 5860307293 2 feet wide 160 lin PROPOSED TRANSMISSION LINE
_ '�- 0.01 6y - TRUST S10 - Dewaterin RIGHT-OF-WAY CENTERLINE
be removed - 6g� \ Matting � 6 POTTS CLETUS A LIVINGg —
/ \ �Rqi 69 OTTS CORINNE J LIVING Tem orar Im acp y p EXISTING TRANSMISSION LINE
\ Tributa to Buffal/ 1 8 TR1��ST y RIGHT-OF-WAY
/ / - - - \ \ BK.00729I G:0379 �� (intermittent) z
► 6gl! `;- �O� �O.! 440,,,,,,_ 2 feet wide /20 linear feetPill FEMA 100-YEAR FLOOD PLAIN
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z 100 YEAR \ \ N O�
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— 5860208765 / / / / / / / / \\ / / / ���--_-77\ \ \\ \ 7p6 / / / //69 / / ` \ \ 1___/1 / / / � \ \\ \ \ / EXISTING/TEMPORARYACCESS
HAPLIN ALVIN K / / / / / / / / / \ IN/j
\ \ / / / �— ��\ \ \\ \\\ \ •/ / TO BE MATTED (REGULATORY)BK:00444 PG:0989 ' / / / \ '— _ \ (SEE DETAIL 2/PED-1)
/ / / 7 / / Z \ \ / // // / / �\ \\ \ \\'`\ \ I I DISCRETIONARY MATTING
7 / / / / / / — - -� / / / - \\\\ \\\ \ \
MATTED WORK AREA
FILTER BAG
(SEE DETAIL 3/PED-3)
/
\ I \ \ (•
/ �\ / / / 400„,,i LIMITS OF DISTURBANCE -
---;
\ \ �\ N o Impacts to Waters \\ \\ \ \ // // I / / /� CONSTRUCTION ENTRANCE
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\ \ \ I / 5860506782 \ \ DITCH /
iii
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\ 0 \ ,\ �\ TRUST , asp\\\ \ / / / /4111 . ( \ 670
POTTS CORINNE J k\ \ \ \ \ �" ,/ / / / // / // /
` \ \ • TRUST , 6' \ \\\ \\ \ / / / / / / EXISTING FENCE/WALL x x
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LT DUKE TITLE
HORIZONTAL GRAPHIC SCALE SILAS TRANSMISSION LINE
N HDR Engineering Inc.
50 0 25 50 100 200 of the Carolinas IL„ ENERGY® EROSION & SEDIMENT
01/31/22 ISSUED FOR PERMIT CPG/FLS BA VH 440 S. Church St Suite 1000 CONTROL PLAN
Y 07/29/21 70% SUBMITTAL CPG/FLS ( IN FEET) Charlotte, NC 28202-2075 CAROLI NAS
1 inch = 50 ft. 704.338.6700
a o 526 SOUTH CHURCH STREET
P.DWG 04/30/21 30% SUBMITTAL CPG/KR VH BA CHARLOTTE N.C. 28202 LINE INDEX: DRAWING SHEET
1W264 1 0291 756 P13
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED TELEPHONE NO. [phone]

LEGEND:
—� \ \\ \ / i \� \ \ _ — — — — — — — — — — _ _
��\� \ \ \\\\\ / / / \ \\� �_ �_ _� _ _ STRUCTURE, REMOVE
\\\ \\\ \\\\ \ / / / \ \\ _� ��\ \ / �- \ EXISTING
— ,�_\\\ \ \\\ \\N \ /� / �_ / i \ \ �_ _�� \ \ / / �_ \ - _
\ _ ,N _____
_ . . _______-___ P 1 4 __ _ _��\ \ \ \\\\ \ // / / / / \ N,---, _ _ ____.-- N,\ \� / / j _ _ ��� \\ \ �- / j -- __
____ \ It STRUCTURE, REMOVE AND
,---
\\ \\\ \ / \ \ / _,-- :____ ..___________......_.\„........_............ / \ REPLACE EXISTING
i -\ \\ \\\\\\\ \ \ N / / / / \ \\ \ o / / / \,..\ \\\ -� / / •/�/ __ — — — �\ \\ STRUCTURE, PROPOSED
— — \ \ \\\\\\\ 3p / / / �- \ \ �. ✓ / — \ \\\ • / // --,_ — �\ Si 1 - New Culvert Pik- 4 '
� — \ \ \ \\\ \\ \ / / \ \ \ \ ' / / / — \ \ '\ \ DRAINAGE /� __ \\\ Permanent Impact\\ \\ \J // \\ / / \ P EXISTING TRANSMISSION LINE
/ / \ �\ \\\\\\ \ \ \ / I / /\ \ 5860415529 / /� \ ��\ DITCH /// ��\
\ \ \ \ \ \r BA�BARA D SMITH FAMILY' / \ / \\\ Tributary to Buffalo Creek RIGHT-OF-WAY CENTERLINE
\ \ � \ � \ \ s / \ q
/ / _
\\ \ \\ \\\�so\\ \ o\ \ / I ( / \ \ LLC -�\ \ \\ \ \ •`� /// // \\\ (Intermittent)
\ \\ \ \ / II \\ \;: / 7/ -- \ \ \ / 7// — �\ 2 feet wide / 60 linear feet
/ ,� \ \\ \ \ \\�\ \ \\' 1I / �s`\ K.00957 PG:0119 / / / \ / // /// \ \ I\ p �� PROPOSED TRANSMISSION LINE
\ \ I \ \ \ / / \ \ // / � RIGHT-OF-WAY CENTERLINE
/ \ \ \ \ \\ \\\\ / \\ , / .\\ 1 \\\ / / �� \\ , S12 - Dewatering
/ / \ \\\
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L N
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/ \ \ \\\ \ �p \ \\\ \\ \\\ — I / \\ \\ / / \ \ \ 1 / l — _ >6\\° (intermittent) 1 0
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1 _ _
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0 \ \ \ \ �� \ = // / 78 \ __ _ _ \ �replacementwill be in / I ► I I / i %' \ \T \\ Temporary / 1 ,
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01/31/22 ISSUED FOR PERMIT CPG/FLS BA VH 440 S. Church St Suite 1000 CONTROL PLAN
Y 07/29/21 70% SUBMITTAL CPG/FLS ( IN FEET) Charlotte, NC 28202-2075 CAROLI NAS
1 inch = 50 ft. 704.338.6700
a o 526 SOUTH CHURCH STREET
P.DWG 04/30/21 30% SUBMITTAL CPG/KR VH BA CHARLOTTE N.C. 28202 LINE INDEX: DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED TELEPHONE NO. [phone] 1W264 10291756 P14

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DUKE
HORIZONTAL GRAPHIC SCALE SILAS TRANSMISSION LINE
N HDR Engineering Inc.
50 0 25 50 100 200 of the Carolinas IL, ENERGY® EROSION & SEDIMENT
01/31/22 ISSUED FOR PERMIT CPG/FLS BA VH 440 S. Church St Suite 1000 CONTROL PLAN
07/29/21 70% SUBMITTAL CPG/FLS ( IN FEET) Charlotte, NC 28202-2075 CAROLI NAS
1 inch = 50 ft. 704.338.6700
o 526 SOUTH CHURCH STREET
P.DWG 04/30/21 30/o SUBMITTAL CPG/KR VH BA CHARLOTTE N.C. 28202 LINE INDEX. DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED TELEPHONE NO. [phone] 1W264 10291756 P15

_ _ LEGEND:
\�\ \ � // / i i i j •�j % %i ���—� \\\\ �� N �#R' ( • ,- \ N \ \ \ \ \ \ "v.
\ i // i i / / //�� \ \\ \ \\�� \ \ \ \ \ \ \ \ f' STRUCTURE, REMOVE
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\\\ - j / \\\ � � \ \ \ \ \ \ \ \ STRUCTURE, REMOVE AND
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/ ' _-- / � � \ \\ \ \ \ - -\\\ \ - SMITH SCOTT A
�, � � � ,� / ILSON DUSTY SR -- � - SMITH TINA M
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j // / j j, /---------_.
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/ / / / / / // / /.. \ \\ \\ \ \ \\\ \ \\ r
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a TITLE
DUDEHORIZONTAL GRAPHIC SCALE SILAS TRANSMISSION LINE
N HDR Engineering Inc.
50 0 25 50 100 200 of the Carolinas �, ENERGY® EROSION & SEDIMENT
01/31/22 ISSUED FOR PERMIT CPG/FLS BA VH 440 S. Church St Suite 1000 CONTROL PLAN
'' 07/29/21 70% SUBMITTAL CPG/FLS ( IN FEET) Charlotte, NC 28202-2075 cAROLI NAS
1 inch = 50 ft. 704.338.6700
a o 526 SOUTH CHURCH STREET
P.DWG 04/30/21 30/o SUBMITTAL CPG/KR VH BA CHARLOTTE N.C. 28202 LINE INDEX: DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED TELEPHONE NO. [phone] 1W264 10291756 P16

LEGEND:
\ /
\ _ • - STRUCTURE, REMOVE
\ \ , / / / No Impacts to Waters EXISTING
\ p 1 7 A \ / j / STRUCTURE, REMOVE AND
Z �`+'v'�� ♦♦ REPLACE EXISTING
/ / /
1 / \ N >>2 \ fAli T
STRUCTURE, PROPOSED A
\ \ , \' / / / // \ N N
\ "� ♦ EXISTING TRANSMISSION LINE
N
....,, '...,,.... '----„,..„ .„,,,,,,, ---,,,,,\\ \ \ 7 Z \ �� RIGHT-OF-WAY CENTERLINE
\ / / / / / \ •
N �/ / /' \ \ — ! / / PROPOSED TRANSMISSION LINE
\ \ \ \\ \ // / \ _ N 6cp / 1 RIGHT-OF-WAY CENTERLINE
\ \\\ \ \\ \ / // � / / \ \ \• �6, N - - _ •• - iiik EXISTING TRANSMISSION LINE
\ ' `� \ / // / \ \ t / z RIGHT-OF-WAY
\ \ t‘SI C' \ \ OPEN WATER(P2) 7 7 / / I \ •' \ \ /H O
\ \ \ \ W19 S28 6� \ _ / / ' a FEMA 100-YEAR FLOOD PLAIN
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z \ \ \ \ _ _ ' i62. - . �
m \ } �� _ _ _ _ _ _ +j- JI O EXISTING 2' CONTOURS xxx
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\ -
m \ \ �� • m
H 1 �" A 30' UNDISTURBED BUFFER
\ I 1 \ \ ` it
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O
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\ \ \ \ \ \ \ \ \ \ 5860943430 `S� / / / (SEE DETAIL 6/PED1) I
\ \ \ \ \ \ \ \
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/ MILLER A SCOTT / .
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TITLE
HORIZONTAL GRAPHIC SCALE DUKE SILAS TRANSMISSION LINE
:1
HDR Engineering Inc.
50 0 25 50 100 200 of the Carolinas I�, ENE RGY® EROSION & SEDIMENT
01/31/22 ISSUED FOR PERMIT CPG/FLS BA VH 440 S. Church St Suite 1000 CONTROL PLAN
07/29/21 70% SUBMITTAL CPG/FLS ( IN FEET) Charlotte, NC 28202-2075 CAROLI NAS
1 inch = 50 ft. 704.338.6700
P.DWG 04/30/21 30% SUBMITTAL CPG/KR VH BA 526 SOUTH CHURCH STREET CHARLOTTE N.C. 28202 LINE INDEX: DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED TELEPHONE NO. [phone] 1W264 10291756 P17

LEGEND:
/ IT
- \ \ r• _s \ STRUCTURE, REMOVE
P 1 8A
/ 5870167103 748 EXISTING
_ _ _ ____„. \ \ N o Impacts to Waters
/ \ \ CARTER CHARLES A 746 STRUCTURE, REMOVE AND
/ / / / / �' \ \ \\ \ •--• .,.CARTER PATRICIA L \ \ A
/ �� �\ BK:00181 PG:0432
E *7\
REPLACE EXISTING
/ / / / \\ \ \ T66 \ \ \ 742 STRUCTURE, PROPOSED A
4. \ \ \ . \ \ EXISTING TRANSMISSION LINE
5870154922 - \ N \ \ \ y
HERNANDEZ SERGIO ' `� \ \ \ \ I 1 \ \ It> ma / RIGHT-OF-WAY CENTERLINE
AUGUSTO ' \ •' \ \ I \ \ \ r 7.
BK:01061 PG:0476 \ \ It O \ \ \ \ I \
`;� PROPOSED TRANSMISSION LINE
Atit\ilill'
"C \ 6, \ \ \ ii
RIGHT-OF-WAY CENTERLINE
c �� p 8 ,�°' ^�N \ \ \ •. EXISTING TRANSMISSION LINE
\ \ I \ \ \ \ \ \ - \ \ _- I � M RIGHT-OF-WAY
/ \ \ \ IP _ z
_ \ \ \
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m21— , - �\ A. i Im . �� \ V 1 \ • \,...... . /
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m 1 N. l I 1 \ i \ • 1• 1 1 \ R/W / 0
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TITLE
HORIZONTAL GRAPHIC SCALE If DUKE SILAS TRANSMISSION LINE
HDR Engineering Inc.
50 0 25 50 100 200 of the Carolinas �, ENERGY® EROSION & SEDIMENT
01/31/22 ISSUED FOR PERMIT CPG/FLS BA VH 440 S. Church St suite loon CONTROL PLAN
07/29/21 70% SUBMITTAL CPG/FLS ( IN FEET) Charlotte, NC 28202-2075 CAROLI NAS
1 inch = 50 ft. 704.338.6700
P.DWG 04/30/21 30% SUBMITTAL CPG/KR VH BA 526 SOUTH CHURCH STREET CHARLOTTE N.C. 28202 LINE INDEX: DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED TELEPHONE NO. [phone] 1W264 10291756 P18

LEGEND:
I I STRUCTURE, REMOVE
I
/ luAk / N o I m pacts to Waters - -- EXISTING
/ / - \ STRUCTURE, REMOVE AND
1
_ . f 1' REPLACE EXISTING
/ / .`O _ - / • I 1 A
I I A / I. STRUCTURE, PROPOSED
/ I 5870376489 /
cow co MOCK LAWRENCE L
EXISTING TRANSMISSION LINE
I I I •1 l , ,„
' '� ^ Nco / / 0i
I I El
I
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/ I / / I I RIGHT-OF-WAY CENTERLINE
,.. / I coo
• / ( ) - N EXISTING TRANSMISSION LINE
I
\ • / I z RIGHT-OF-WAY
\ I - I I .y, ? FEMA 100-YEAR FLOOD PLAIN
\ • - I - 4- _ �� , , I I EXISTING 2' CONTOURS xxx
0
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m I \ I co• � _
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/ / / / / / / I _ / / / --
/ / / / I _ �:' / / / /V
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• / I I I i / CE-2
BNo Impacts to Waters / / / / / / / I I I / / / CONSTRUCTION ENTRANCE
' • / 40/ /, , / fi, .// / I / f- -, \ / / / (SEE DETAIL 1/PED-1)
• / / / / / I 4
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SOFLEY JESSE MARTIN JR �� / �o / / / I
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�', ' 399 / / / / / / /%• / / / / J
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/ / / / /1 j`% / / ! / / / / 1. BMPS ARE SHOWN FOR LOCATION REFERENCE
/1c9L- - / / / /� / /� / / / / / / AND NOT TO SCALE. REFER TO EACH REFERENCED z
/ 750 /,\ tie / / / / / / / ®/ • - _ / - DETAIL FOR INSTALLATION SIZE. 0
/ �/ / / / / 5870376489 / 754 (n
/ // / / ,�g�b / MOCK LAWRENCE L / / /N 2
SEE P19B.1 FOR // // / / 55 /
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PI9B . 1 . w
TITLE
HORIZONTAL GRAPHIC SCALE DUKE SILAS TRANSMISSION LINE
HDR Engineering Inc.
50 0 25 50 100 200 of the Carolinas ./ ENERGY® EROSION & SEDIMENT
01/31/22 ISSUED FOR PERMIT CPG/FLS BA VH 440 S. Church St Suite 1000 CONTROL PLAN
07/29/21 70% SUBMITTAL CPG/FLS ( IN FEET) Charlotte, NC 28202-2075 CAROLINAS
1 inch = 50 ft. 704.338.6700
P.DWG 04/30/21 30% SUBMITTAL CPG/KR VH BA 526 SOUTH CHURCH STREET CHARLOTTE N.C. 28202 LINE INDEX: DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED TELEPHONE NO. [phone] 1W264 10291756 P19

LEGEND:
/
/ - / Al, / h`b STRUCTURE, REMOVE
' , / / // No Impacts to Waters 5870690312 58B0692337 EXISTING
_ /G % QUESINBEF DANIEL
/ / "vv / HATCHER Hf �hY M I QUESINBERRY JANICE
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TITLE
HORIZONTAL GRAPHIC SCALE DUDE SILAS TRANSMISSION LINE
HDR Engineering Inc.
50 0 25 50 100 200 of the Carolinas �, ENERGY® EROSION & SEDIMENT
01/31/22 ISSUED FOR PERMIT CPG/FLS BA VH 440 S. Church St Suite loon CONTROL PLAN
07/29/21 70% SUBMITTAL CPG/FLS ( IN FEET) Charlotte, NC 28202-2075 CAROLI NAS
1 inch = 50 ft. 704.338.6700
P.DWG 04/30/21 30% SUBMITTAL CPG/KR VH BA 526 sou CHURCH STREET LINE INDEX: DRAWING SHEET
CHARLOO CHURCH
N.C. 28202
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED TELEPHONE NO. [phone] 1 W264 10291756 P20

LEGEND:
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TITLE
HORIZONTAL GRAPHIC SCALE If D U KE SILAS TRANSMISSION LINE
HDR Engineering inc.
50 0 25 50 100 200 of the Carolinas �, E N E RGY® EROSION & SEDIMENT
01/31/22 ISSUED FOR PERMIT CPG/FLS BA VH 440 S. Church St suite loon CONTROL PLAN
07/29/21 70% SUBMITTAL CPG/FLS ( IN FEET) Charlotte, NC 28202-2075 CAROLI NAS
1 inch = 50 ft. 704.338.6700
P.DWG 04/30/21 30% SUBMITTAL CPG/KR VH BA 526 SOUTH CHURCH STREET LINE INDEX: DRAWING SHEET
CHARLOTTE N.C. 28202
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED TELEPHONE NO. [phone] 1 W264 10291756 P21

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BERRIER LINDA H / / / / \ \ \ \ B 'IER LINDA H (SEE DETAIL 1/PED-1)
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TITLE
HORIZONTAL GRAPHIC SCALE if DUKE SILAS TRANSMISSION LINE
HDR Engineering Inc.
50 0 25 50 100 200 1-)1 of the Carolinas �, E NI E RGY® EROSION & SEDIMENT
01/31/22 ISSUED FOR PERMIT BA VHCONTROL PLAN
SSU O CPG/FLS S 440 S. Church St Suite loon
07/29/21 70% SUBMITTAL CPG/FLS ( IN FEET) Charlotte, NC 28202-2075 CAROL! NAS
1 inch = 50 ft. 704.338.6700
P.DWG 04/30/21 30% SUBMITTAL CPG/KR VH BA 526 SOUTH CHURCH STREET CHARLOTTE N.C. 28202 LINE INDEX: DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED TELEPHONE NO. [phone] 1W264 10291756 P22

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TITLE
HORIZONTAL GRAPHIC SCALE ir DUKE SILAS TRANSMISSION LINE
HDR Engineering Inc.
50 0 25 50 100 200 of the Carolinas �, ENERGY® EROSION & SEDIMENT
01/31/22 ISSUED FOR PERMIT CPG/FLS BA VH 440 S. Church St Suite loon CONTROL PLAN
07/29/21 70% SUBMITTAL CPG/FLS ( IN FEET) Charlotte, NC 28202-2075 CAROLI NAS
1 inch = 50 ft. 704.338.6700
P.DWG 04/30/21 30% SUBMITTAL CPG/KR VH BA 526 SOUTH CHURCH STREET LINE INDEX: DRAWING SHEET
CHARLOTTE N.C. 28202
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED TELEPHONE NO. [phone] 1W264 10291756 P23

LEGEND:
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TITLE
irHORIZONTAL GRAPHIC SCALE DUKE SILAS TRANSMISSION LINE
HDR Engineering Inc.
50 0 25 50 100 200 of the Carolinas /k, ENERGY® EROSION & SEDIMENT
01/31/22 ISSUED FOR PERMIT CPG/FLS BA VH 440 S. Church St Suite 1000 CONTROL PLAN
07/29/21 70% SUBMITTAL CPG/FLS ( IN FEET) Charlotte, NC 28202-2075 CAROLINAS
1 inch = 50 ft. 704.338.6700
P.DWG 04/30/21 30% SUBMITTAL CPG/KR VH BA 526 SOUTH CHURCH STREET CHARLOTTE N.C. 28202 LINE INDEX: DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED TELEPHONE NO. [phone] 1W264 10291756 P24

Nitt
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m - ��� ���� M /• (SEE DETAIL 5/PED-2)
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D ���� - - y •
(SEE DETAIL 1/PED-2)
11"1 = IMEilid ROCK OUTLET RO
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/ BK:0 PG:0
SUBSTA 1. BMPS ARE SHOWN FOR LOCATION REFERENCE Z
W30 _ / 0I 0
/ / AND NOT TO SCALE. REFER TO EACH REFERENCED
II , DETAIL FOR INSTALLATION SIZE. (/)
'' 722 /
5881750376 / / '- // U)
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BK:0 PG:0 / IDOLS TAP (f)
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TITLE
HORIZONTAL GRAPHIC SCALE If DUKE SILAS TRANSMISSION LINE
HDR Engineering Inc.
50 0 25 50 100 200 of the Carolinas �, ENERGY®
EROSION & SEDIMENT
01/31/22 ISSUED FOR PERMIT BA VH CONTROL PLAN
SSU O C G S 440 S. Church St suite loon
07/29/21 70% SUBMITTAL CPG/FLS ( IN FEET) Charlotte, NC 28202-2075 CAROLI NAS
1 inch = 50 ft. 704.338.6700
P.DWG 04/30/21 30% SUBMITTAL CPG/KR VH BA 526 SOUTH CHURCH STREET CHARLOTTE N.C. 28202 LINE INDEX: DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED TELEPHONE NO. [phone] 1W264 10291756 P25

/ \ N / . 0
0
•
\ prehs' ��� i-- LEGEND:
0 BALTIMORE No Impacts to Waters 6Z - \� ® ®� _ T.• .....iii .
__ \ _ / STRUCTURE, REMOVE
TRAILS LN - 1 �4",
o� . ,, ( 1 •
• EXISTING
'` / I�
i f4 �� _ — STRUCTURE, REMOVE AND
`FLOOD PpLPIN
clif . . V � '.� : ✓ REPLACE EXISTING
*WM CliilliMit / A 4,1
.., �� \v A
STRUCTURE, PROPOSED
i,/
,,"BALTIMORE G
EXISTING TRANSMISSION LINE
DOWNS RD No Impacts to Waters ` 20< RIGHT-OF-WAY CENTERLINE
// -110
�-o
CNN PROPOSED TRANSMISSION LINE
RIGHT-OF-WAY CENTERLINE
BALTIMORE RD No Impacts to Waters t
// r:' /
EXISTING TRANSMISSION LINE
\ `` RIGHT-OF-WAY
FEMA 100-YEAR FLOOD PLAIN
\
/7 - , EXISTING 2' CONTOURS xxx
II
i \\ ,
' gill' ' 'N. ,
PROPERTY LINEI i , / 30' UNDISTURBED BUFFER
\ �- y�. \ (RECOMMENDED)
1�\\ ---------__
N
y�.�' p� '
a "` '.1 JURISDICTIONAL WETLAND 41)
0_,-, \ 1 �!` BUFFER, NO GRUB, NO MULCH
Z \\ -
1 STREAM/CHANNEL
;, '. '=
J STREAM/TOP OF BANK
TOB
' ' '�' TEMPORARY BRIDGE
VI 5• !, I
,, } ` „ � (SEE DETAIL 6/PED1) 0
c420 -- -,.. //Q� '� //` EXISTING GRAVEL/PAVED
\ \70i \ ACCESS
EXISTING DIRT ACCESS .
/\ ims. 'A I TEMPORARY GRAVELED
NN i, ACCESS (SEE DETAIL 5/PED-1)
, , . r ."414':,_,,,q",:7-/ / 275 BEAUCHAMP RD7/ EXISTING/TEMPORARY ACCESS
TO BE MATTED (REGULATORY)
® � (SEE DETAIL 2/PED-1)
®
-- -' RAILROAD ;. • • • • •
�' ` _ DISCRETIONARY MATTING
cam:' N� � ; '
/ - )\V„-') \ . ,- • -
% ��� MATTED WORK AREA
, WiroulillEAMIW4 ((
/yam '< w..r
' ,
\ FILTER BAG
(SEE DETAIL 3/PED-3)
% BEAUCHAMP RD
&-S P26 6 . 1 'to ..,, 1.%., LIMITS OF DISTURBANCE
i, \\\ �` w CONSTRUCTION ENTRANCE
CE-2\\ .. "
M (SEE DETAIL 1/PED-1)
��- '. OVERHEAD ELECTRIC OHE
\\ \ \ . ,
EXISTING FENCE/WALL x x
\ ., `. SAFETY FENCE
u ' i (SEE DETAIL 1/PED-3)
x
,��"�`'a p " EXISTING CULVERT TO REMAIN -," EXISTING CULVERT REPLACE
I \ t PRINCETON CT P26C . 1 PROPOSED CULVERT
; � EXISTING RAILROADI
., „ .\ . : - . ' 'i-i _ _ IlliMailt COMPOST FILTER SOCK
(SEE DETAIL 5/PED-2)
SILT FENCE _
(SEE DETAIL 1/PED-2) —
s' ROCK OUTLET
, (SEE DETAIL 4/PED-1) RO
SILT FENCE J-HOOK WITH ROCK •
OUTLET (SEE DETAIL 2/PED-2) SP 4•A
ROCK CHECKDAM CD
\\ (SEE DETAIL 2/PED-3)
DANDELION LN
' ..- i .,:i '':`, • ,. ' ' ' - - '' , \\ .., ,
HOWARDTOWN RD -- z
.- - , r.. GENERAL NOTES.
\\
F z
1. BMPS ARE SHOWN FOR LOCATION REFERENCE
AND NOT TO SCALE. REFER TO EACH REFERENCED O
4. c \\ ,J DETAIL FOR INSTALLATION SIZE. Cl)
z
ir Q
P 2 6A■ 1 CORNATZER RD fl
Pi u)
J
U)
TITLE
HORIZONTAL GRAPHIC SCALE if DUKE SILAS TRANSMISSION LINE
HDR Eng Caroineering Inc.
50 0 25 50 100 200 of the linas �, ENERGY® EROSION & SEDIMENT
01/31/22 ISSUED FOR PERMIT CPG/FLS BA VH 440 S. Church St Suite loon CONTROL PLAN
07/29/21 70% SUBMITTAL CPG/FLS ( IN FEET) Charlotte, NC 28202-2075 CAROLI NAS
1 inch = 50 ft. 704.338.6700
P.DWG 04/30/21 30% SUBMITTAL CPG/KR VH BA 526 so CHURCH STREET LINE INDEX: DRAWING SHEET
CHARLOTTE N.C. 28202
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED TELEPHONE NO. [phone] 1W264 10291756 P26

DESIGN CRITERIA:
1. AGGREGATE SIZE: 2-3" DIAMETER WASHED STONE
2. PAD THICKNESS: 6" MINIMUM
3. PAD WIDTH: 12' MINIMUM
4. PAD LENGTH: 50' MINIMUM
5. PAD LOCATION: LOCATE CONSTRUCTION ENTRANCES AND EXITS TO
LIMIT SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE MAXIMUM
UTILITY BY ALL CONSTRUCTION VEHICLES. AVOID STEEP GRADES
AND ENTRANCES AT CURVES IN PUBLIC ROADS.
6. WASHING: IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF
THE MUD AND SEDIMENT ARE NOT 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.
GEOTEXTILE FABRIC TO STABILIZE
FOUNDATION (ESPECIALLY IMPORTANT
WHERE WETNESS IS ANTICIPATED)
2-3" DIAMETER
WASHED STONE, 6"
DEEP
PERSPECTIVE VIEW
PLAN SYMBOL
NOTES/DETAILS:
• COMPOSITE MAT MATERIAL IS HIGH
DENSITY POLYETHYLENE OR
EQUIVALENT.
• MAT DIMENSIONS ARE 8' X 14' X
4-1/4".
• MATS INTERLOCK WITH INSTALLATION.
*PER APPROVAL OF OWNER/ENGINEER,
COMMERCIALLY AVAILABLE TIMBER MATS
MAY BE SUBSTITUTED FOR
FIBERGLASS/COMPOSITE MATS.
INTERLOCKING FIBERGLASS/
COMPOSITE MATS
WATTLES TO ABUT
COMPOSITE MATTING
(SEE WATTLES
DETAIL FOR SIZE
AND INSTALLATION)
WATTLES TO ABUT
COMPOSITE MATTING
(SEE WATTLES DETAIL FOR
SIZE AND INSTALLATION)
MAINTENANCE:
• MATTING SHALL BE INSPECTED WEEKLY (DAILY ON ACTIVE ROADS) AND WITHIN 24
HOURS AFTER EACH RUNOFF EVENT THAT PRODUCES 1/2 INCH OR MORE
PRECIPITATION. DAMAGED SECTIONS OF MATTING SHALL BE RESTORED WITHIN 24
HOURS OF INSPECTION.
• AS SOON AS THE MATTING IS NO LONGER NEEDED, IT SHALL BE REMOVED. ALL
MATERIALS SHALL BE DISPOSED OF PROPERLY AND DISTURBED AREAS
STABILIZED.
PLAN SYMBOL
1
CO\
STUCT O\
E\
TA\CE
\TS
9
COV
V
EEC ALLY
V
ADE
CO
V
POSTE
V
ATS
\TS
EXTRA STRENGTH FILTER FABRIC
NEEDED WITHOUT WIRE MESH FABRIC
WIRE MESH SUPPORT
REQUIRED AT OUTLET
NCDOT CLASS A RIP RAP
1'-6" HIGH
STEEL POST
(1.25 LB/LIN FT STEEL-
5FT MIN LENGTH)
WIRE MESH
STEEL POST
(1.25 LB/LIN FT STEEL-
5FT MIN LENGTH)
SILT FENCE
V111,1111
NOTES:
1. A MINIMUM 6"' LAYER OF #57 WASHED STONE SHALL BE PLACED
ON THE UPSTREAM FACE OF THE STONE OUTLET.
MAINTENANCE
1. REPLACE CLOGGED WASHED STONE AS NEEDED TO ENSURE
DEWATERING.
2. INSPECT AND REPAIR FENCE WEEKLY OR AFTER EACH 1/2 IN.
STORM EVENT AND REMOVE SEDIMENT WHEN DEPOSITS REACH 1/3
OF OUTLET HEIGHT.
T1
1-
0
18
24"
11:111-III=
PLAN SYMBOL
PONDING HEIGHT
STEEL POST
24 IN. ABOVE GRADE
(MAX.)
RUNOFF
:11Ot # 57 WASHED
.7,k1:,,,
I r STONE
<-I 11=1 I I
. ICI
: ;
III -III -III
I==111= 8"
III -III -II
I-1II-1I1-
-1 I111II 11111l;
ROCK SECTION DETAIL
TRENCH WITH GRAVEL
20' — 0" DISTURBED AREA FOR ACCESS ROAD
MACHINE
CLEARING
ONLY AREA
CLEARING AND GRUBBING AREA 1/4 INCH PER FOOT
(2%) SIDE SLOPE
(TYPICAL)
2" CRUSHED ABC
WITH FINES
4" WASHED
2"-3" SURGE STONE
FABRIC
OPTION A
MIN. 500 LB TENSILE STRENGTH UNWOVEN
GEOTEXTILE FABRIC TO STABILIZE FOUNDATION
WHEN STONE IS APPLIED (ESPECIALLY
IMPORTANT WHERE SOFT SOIL IS ANTICIPATED)
14' — 0"
ACCESS ROAD
EXISTING
GRADE
6" 2"-3" DIRTY SURGE STONE
FABRIC
MACHINE
CLEARING
ONLY AREA
OPTION B
MAINTENANCE:
• CUT AND FILL SLOPES SHALL BE STABILIZED IMMEDIATELY UPON COMPLETION OF ROADWAY GRADING. THESE AREAS SHALL
BE BLANKETED WHEREVER THEY ARE LOCATED WITHIN 50 FEET OF A SURFACE WATER OR WHERE A SUITABLE VEGETATIVE
FILTER STRIP DOES NOT EXIST.
• A TOP DRESSING COMPOSED OF HARD, DURABLE STONE SHALL BE PROVIDED FOR SOILS HAVING LOW STRENGTH.
• ROADSIDE DITCHES SHALL BE PROVIDED WITH ADEQUATE PROTECTIVE LINING WHEREVER RUNOFF CANNOT SHEET FLOW
AWAY FROM THE ROADWAY.
• ADEQUATELY SIZED CULVERTS OR OTHER SUITABLE CROSS DRAINS SHALL BE PROVIDED AT ALL SEEPS, SPRINGS, AND
DRAINAGE COURSES. RIPRAP OUTLET PROTECTION TO BE SIZED ACCORDING TO ANTICIPATED DISCHARGE VELOCITY.
• TEMPORARY ACCESS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED ROADWAYS, DITCHES, OR
CROSS DRAINS SHALL BE REPAIRED IMMEDIATELY.
ISOMETRIC VIEW
TOE OF FILL
18" WATTLE
15"-16"
UPSLOPE
STAKE
TOP VIEW
18" WATTLE
2' WOODEN STAKE
2"
DOWNSLOPE STAKE
DISTURBED AREA
4'
NOTES:
USE MINIMUM 18 IN. NOMINAL
DIAMETER COIR FIBER (COCONUT)
WATTLE AND LENGTH OF 10 FT.
EXCAVATED A 2 TO 3 INCH TRENCH
FOR WATTLE TO BE PLACED.
DO NOT PLACE WATTLES ON TOE OF
SLOPE.
USE 2 FT. WOODEN STAKES WITH A 2
IN. BY 2 IN. NOMINAL
CROSS SECTION.
INSTALLED A MINIMUM OF 2 UPSLOPE
STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE
WATTLE TO GROUND.
PROVIDE STAPLES MADE OF 0.125 IN.
DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS
THAN 12" IN LENGTH
INSTALL STAPLES APPROXIMATELY
EVERY 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT
EACH END TO SECURE IT TO THE
SOIL.
FOR BREAKS ALONG LARGE SLOPES,
USE MAXIMUM SPACING OF 25 FT.
IIII I I111I I IIIII I
/ 2"-3" TRENCH
INSET A
111
I I I I I I
......�.... ►... ...•.......... .... �... .......OMM 1 +•...•• . W...•:.::::::::.►... 6..1 ..►......
11 111111: If, JI� :II 11:-11'_ II II -II: -II if :II -I -I II -II -If- 1II -11: if 11-11:- ; 11-11 11 11: I' II II 11-11-11 11 11` JI I =1�� I: II, 11::I :II III
■ ■ ■
■ ■ ■ ■
FRONT VIEW
............... ...............
............... ................
................ ......,,,,.,••%
................ ................
.❖:❖:❖:❖:❖:❖:•::❖:❖:❖:❖:❖:❖:❖:❖::❖:❖:❖:❖:❖:❖:�.
..............................................
.............................................
❖:❖:❖:❖:•..�:❖:❖:❖:e :❖:❖:❖:•: �:❖:•:�:❖:::❖:❖:�:�:❖:%
18"
18" WATTLE
DOUBLE ROW WATTLE SPACING
SEE INSET A
(SINGLE ROW)
(DOUBLE ROW)
PLAN SYMBOL
4
SIFT FE\CE W/
SOCK OUTLET
\TS
TEM
POAY ACCESS GOAD DETAIL
\TS
3
WATTLES
\TS
DOUBLE ROW
OF WATTLES (TYP.)
TEMPORARY MATTING — TO
EXTEND 50 FEET BEYOND —
HAND CLEARING (TYP.)
r
1
1
1
1
1
1
STREAM BED
ORIGINAL
STREAMBANK
1
\1
1
1
1
1
1
1
1
1
1
111111111
1
1
1
1
1
TEMPORARY BRIDGE]
LIMITS OF
HAND CLEARING]
11111
1
1
1
50'
DOUBLE ROW
OF WATTLES (TYP.)
TEMPORARY MATTING — TO
—EXTEND 50 FEET BEYOND
HAND CLEARING (TYP.)
PLAN SYMBOL
MAINTENANCE:
1. TEMPORARY BRIDGE CROSSINGS SHALL BE INSPECTED ON A DAILY BASIS.
2. DAMAGED CROSSINGS SHALL BE REPAIRED WITHIN 24 HOURS OF THE
INSPECTION AND BEFORE ANY SUBSEQUENT USE.
3. SEDIMENT DEPOSITS ON THE CROSSING OR ITS APPROACHES SHALL BE
REMOVED WITHIN 24 HOURS OF THE INSPECTION.
4. AS SOON AS THE TEMPORARY CROSSING IS NO LONGER NEEDED, IT SHALL
BE REMOVED. ALL MATERIALS SHALL BE DISPOSED OF PROPERLY AND
DISTURBED AREAS STABILIZED.
6
TEM
POAY SPA\
3 DGE A\D V
ATT\G
\TS
01 /31 /22
ISSUED FOR PERMIT
CPG/FLS
BA
VH
07/29/21
70% SUBMITTAL
CPG/FLS
HORIZONTAL GRAPHIC SCALE
50 0 25 50 100
200
( IN FEET )
1 inch = 50 ft.
SHALLOW SEDIMENT PIT
AT END OF WATERBAR
44
RIP RAP / WASHED STONE
FILTER AROUND SEDIMENT PIT
WATERBAR
WATERBAR DETAILS
/4 724- -4
NOTE:
WATERBAR TO BE INSTALLED
ACROSS WIDTH OF ACCESS ROAD
ONLY
FILTER AROUND SEDIMENT PIT
RIP RAP / WASHED STONE
SECTION A — A
VIEW LOOKING DOWNSTREAM
A
EXTEND ROAD SECTION
AROUND TRAP INSTALL
TRAP AT GRADE
SMALL SEDIMENT PIT AT
END OF WATERBAR
SLOPE
(%)
<5%
5 TO 10
10 TO 20
20 TO 35
>35
SPACING TRAP VOLUME
(FT) (Cu.FT.)
125
175
50
25
63
50
38
25
13
TRAP SIZE WEIR SIZE
(Recommended) (Length)
3'x7'x3'DEEP 2'
3'x6'x3'DEEP 2'
3'x5'x2.5'DEEP 2'
3'x3'x3'DEEP 2'
3'x2'x2.5'DEEP 2'
CROSS—SECTION -- WATERBAR (TYPICAL INSTALLATION)
WATERBAR
APPROX. 2% SLOPE
SMALL SEDIMENT PIT SCREENED
ON LOWER END VIA #57 WASHED
STONE BACKED BY HARDWARE CLOTH
SUPPORTED BY SILT FENCE STAKES
HARDWARE CLOTH
SUPPORTING
WASHED STONE
&
MIN. 6" DEEP WEIR
■...11 1
■......■iM.■ ■...11.......1 ■I
....0
■...11
■...ii
■■.............G.i
C5.
SECTION B—B
VIEW LOOKING DOWNSTREAM
MIN. 12" OF #57 WASHED
STONE AROUND END OF
SEDIMENT PIT AND SUPPORTED
BY HARDWARE CLOTH
MIN. 12" OF #57 WASHED STONE AROUND
END OF SEDIMENT PIT AND
BACKED BY HARDWARE CLOTH
CROSS—SECTION -- WATERBAR (LIMITED SPACE/STEEP EXIT SLOPE FOR OUTLET STRUCTURE)
(PRIMARILY FOR NEW AND EXISTING WATERBARS ON ACCESS ROADS)
(CRUSHER —RUN)
COMPACTED SOIL
ABC STONE
WATERBAR
2:1 SIDE SLOPES
OR FLATTER. 5:1 MAX
FOR VEHICLE CROSSING
SECTION THROUGH WATERBAR
WATE3A�
\TS
HDR Engineering Inc.
of the Carolinas
440 S. Church St Suite 1000
Charlotte, NC 28202-2075
704.338.6700
� DUKE
ENERGY®
CAROLINAS
526 SOUTH CHURCH STREET
CHARLOTTE N.C. 28202
TELEPHONE NO. [phone]
TITLE
SILAS TRANSMISSION LINE
EROSION & SEDIMENT
CONTROL DETAILS
SILAS TRANSMISSION LINE
P.DWG
04/30/21
30% SUBMITTAL
CPG/KR
VH
BA
REV
FILE NO.
DATE
REVISION
DRAWN
CHECKED
APPROVED
LINE INDEX:
1W264
DRAWING
10291756
SHEET
PED-1

NOTES:
1. A DOUBLE ROW OF SILT FENCE (MINIMUM 5' APART) MUST BE
INSTALLED IN AREAS WHERE A 50' UNDISTURBED BUFFER CANNOT
BE MAINTAINED BETWEEN THE DISTURBED AREA AND THE WATERS
OF THE STATE.
2. A MINIMUM 10' MAINTENANCE BUFFER SHALL BE PROVIDED BETWEEN
LAST ROW OF SILT FENCE AND THE WATERS OF THE STATE.
3. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND
REMOVE SEDIMENT WHEN DEPOSITS REACH 30% OF FENCE HEIGHT.
4. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL
NOT CONTRIBUTE SEDIMENT OFF —SITE AND CAN BE PERMANENTLY
STABILIZED.
5. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE
PONDING EFFICIENCY.
6. DRAINAGE AREA OF 1/4 ACRE OR LESS PER 100 LF.
7. USE FILTRATION GEOTEXTILE A MINIMUM OF 36" IN WIDTH AND
FASTEN ADEQUATELY TO THE POSTS AND WIRE AS DIRECTED.
8. USE WIRE A MINIMUM OF 32" IN WIDTH AND WITH A MINIMUM OF 8
LINE WIRES WITH 12" STAY SPACING.
9. PROVIDE 5'-0" STEEL POST OF THE SELF —FASTENER ANGLE STEEL
TYPE.
10. FOR MECHANICAL SLICING METHOD INSTALLATION, GEOTEXTILE
SHALL BE A MAXIMUM OF 18" ABOVE GROUND SURFACE.
PONDING HEIGHT
9" MAX.
RUNOFF (RECOMMENDED)
STORAGE HEIGHT
,'— 8" DOWN-4" FORWARD
TRENCH WITH COMPACTED
BACKFILL
STANDARD DETAIL
TRENCH WITH NATIVE BACKFILL
0
0
MAINTENANCE:
• SILT FENCE SHOULD BE INSPECTED WEEKLY
AND AFTER EACH RUNOFF EVENT.—
• NEEDED REPAIRS SHOULD BE INITIATED
IMMEDIATELY AFTER THE INSPECTION.
• SEDIMENT SHALL BE REMOVED WHERE
ACCUMULATIONS REACH HALF THE
ABOVEGROUND HEIGHT OF THE FENCE.
• ANY SECTION OF SILT FENCE WHICH HAS BEEN
UNDERMINED OR TOPPED SHALL BE
IMMEDIATELY REPLACED WITH A ROCK FILTER
OUTLET (STANDARD CONSTRUCTION DETAIL #4).
IIIII
IIIII
STEEL POST (1.33 LB/FT)
WOVEN WIRE FABRIC
SILT FENCE FABRIC
FILL SLOPE
5' MIN
I I ICI I1=1 I1=1 I1=
=1 I —III —I I1-
III-
-111-
SIDE VIEW
GRADE
EXCAVATE TRENCH 8"
DEEP X 4" WIDE BURY
FABRIC 8" ALONG SIDE
AND 4" ACROSS THE
B OTTO M
SILT FENCE
SEE DETAIL 2/PED2
FOR J—HOOK DETAIL
FLOW
L 2'
PLAN VIEW
SLOPE STEEPNESS
MAXIMUM SPACE BETWEEN
SILT FENCE ROWS OR
J—HOOKS (FT.)
2:1 (50%)
25
3: 1 (33%)
50
4:1 (25%)
75
5:
1
OR FLATTER (20%)
100
in
(SINGLE ROW)
(DOUBLE ROW) —.
SF
PLAN SYMBOL
NOTES:
• J—HOOKS SHALL BE USED WHENEVER THE SILT
FENCE LINE IS INSTALLED AT AN ANGLE OF 30
DEGREES OR GREATER FROM PARALLEL TO THE
CONTOURS
• SILT FENCE INSTALLED IN SHORTER RUNS WITH
"J—HOOKS" TO AVOID CONCENTRATION OF
FLOWS AT ONE LOCATION BY TRAPPING
RUNOFF AT MULTIPLE POINTS ALONG A SLOPE.
LIMITS OF
DISTURBANCE
SILT FENCE
—2405
—240
—2403
�2402
—2401
—2400
SILT FENCE
OUTLET (TYP.)
THE PROPER OPERATION OF SILT FENCE DEPENDS ON THE
ABILITY TO TEMPORARILY POND RUNOFF BEHIND THE FENCE,
ALLOWING TIME FOR SEDIMENT TO SETTLE. SILT FENCE IS NOT A
FILTER. IF RUNOFF FLOWS AROUND THE END(S), THE SILT FENCE
FAILS TO FUNCTION. IT MUST BE PLACED WHERE IT WILL STORE
WATER — OFTEN TIMES ALONG A SLOPE A 'SMILE' OR J—HOOK
SHAPE IS REQUIRED TO CREATE A STORAGE AREA. LONG RUNS
SHOULD BE AVOIDED, AND BROKEN UP INTO SMALLER SEGMENTS.
SLOPE STEEPNESS
MAXIMUM SPACE BETWEEN
SILT FENCE ROWS OR
J—HOOKS (FT.)
2:1 (50%)
25
3:1 (33%)
50
4:1 (25%)
75
5:1
OR FLATTER (20%)
100
10'
20'
MAINTENANCE:
• SILT FENCE SHOULD BE INSPECTED WEEKLY
AND AFTER EACH RUNOFF EVENT.
• NEEDED REPAIRS SHOULD BE INITIATED
IMMEDIATELY AFTER THE INSPECTION.
• SEDIMENT SHALL BE REMOVED WHERE
ACCUMULATIONS REACH HALF THE ABOVE
GROUND HEIGHT OF THE FENCE.
• ANY SECTION OF SILT FENCE WHICH HAS BEEN
UNDERMINED OR OVERTOPPED SHALL BE
IMMEDIATELY REPLACED WITH A ROCK FILTER
OUTLET (SEE DETAIL 04/PED-1).
INSTALLATION:
• START DOWN —GRADIENT SILT FENCE LINE
AS CLOSE AS POSSIBLE TO UP —GRADIENT
J—HOOK
TYPICAL J—HOOK DIMENSIONS MINIMUM
WIDTH IS RECOMMENDED AT 20FT WITH A
DEPTH OF 10FT. WHERE SPACE IS
LIMITED (E.G., ALONG NARROW RIGHTS OF
WAY), NARROWER HOOKS CAN BE USED
WITH A HIGHER SPACING FREQUENCY.
PROVIDE SILT
FENCE OUTLETS
AT EACH J—HOOK
(TYP.)
J
EROSION CONTROL MATTING DETAIL FOR STEEP SLOPES
INSTALLATION:
BLANKET IS DESIGNED TO PROTECT SEED ON SLOPES AND REDUCE OR PREVENT EROSION.
PROPERLY PREPARE, FERTILIZE, AND SEED AREA TO BE COVERED BEFORE BLANKET IS APPLIED.
OVERCUT CHANNELS 2" TO ALLOW BULKING DURING SEEDBED PREPARATION. WHEN THE BLANKET
IS UNROLLED, NETTING SHOULD BE ON TOP AND FIBERS IN CONTACT WITH THE SOIL OVER THE
ENTIRE AREA. IN DITCHES, APPLY BLANKETS IN THE DIRECTION OF WATER FLOW, BUTTING THEM
AT THE ENDS AND SIDES, AND THEN STAPLING. ON SLOPES, APPLY BLANKETS HORIZONTAL TO SLOPE,
OVERLAP ENDS AND SIDES 6", AND THEN STAPLE. VERTICAL INSTALLATION MAY BE USED UPON ENGINEERS
APPROVAL. INSTALL 6" LONGITUDINAL ANCHOR TRENCHES AT TOP OF SLOPE, AND ANCHOR. LONGITUDINAL
ANCHOR TRENCHES SHOULD BE LOCATED ABOVE THE DESIGN DEPTH OF DITCHES.
STAPLING INSTRUCTIONS:
USE WIRE STAPLES, .091" DIAMETER OR GREATER, "U" SHAPED WITH LEGS 6" LONG OR LONGER
AND 1" CROWN. SIZE AND GAUGE OF STAPLES USED WILL VARY WITH SOIL CONDITIONS. DRIVE STAPLES
VERTICALLY INTO THE GROUND. USE FOUR STAPLES ACROSS AT THE START OF EACH ROLL. FOR SLOPE
INSTALLATION, CONTINUE TO STAPLE ALONG THE LENGTH OF THE ROLL AT 3' TO 5' INTERVALS. FOR
DITCH LINER, STAPLE ALONG THE LENGTH OF THE ROLL AT 3' INTERVALS. ANOTHER ROW OF STAPLES
IN THE CENTER OF EACH BLANKET SHOULD BE ALTERNATELY SPACED BETWEEN EACH SIDE FOR EITHER
SLOPE OR DITCH. USE A COMMON ROW OF STAPLES ON ADJOINING BLANKETS.
TYPICAL STAPLING PATTERN FOR
HIGH —VELOCITY DITCHES AND
SLOPES.
USE 4 STAPLES ACROSS AT THE
START OF EACH ROLL AND
CONTINUE TO STAPLE THROUGHOUT
THE LENGTH OF THE ROLL AT
1.5 FT. INTERVALS.
MATTING MATERIALS: NORTH AMERICAN GREEN
SLOPES 2:1 OR GREATER, OR ON SENSITIVE
AREAS— TYPE S75 OR APPROVED EQUAL
SWALES OR HIGH VELOCITY AREAS— TYPE
S150 OR APPROVED EQUAL
MAINTENANCE:
• MATTING SHALL BE INSPECTED WEEKLY (DAILY
ON ACTIVE ROADS) AND WITHIN 24 HOURS
AFTER EACH RUNOFF EVENT THAT PRODUCES
1/2 INCH OR MORE PRECIPITATION. DAMAGED
SECTIONS OF MATTING SHALL BE RESTORED
WITHIN 24 HOURS OF INSPECTION.
• CONDUCT REGULAR INSPECTIONS UNTIL
GRASSES ARE FIRMLY ESTABLISHED.
• IF MATTING IS NOT SECURELY FASTENED TO
THE SOIL, INSTALL EXTRA PINS OR STAPLES
TO PROHIBIT DISLODGING.
1
TE
V
POAY SILT FE\
CE
\TS
SILT FE\ CE J-HOO
KS
\TS
3
V
ATT \
G STEEP SLOPES
TS
A
10' MIN
STAKE
(2 PER BALE)
0
0
0 0
il
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0 0
0
0 0
0 0
10 MIL
PLASTIC LINER
1 /8" DIA
STEEL WIRE
PLAN
/
2 \
STAPLES
(2 PER BALE) /N,
•
4"
10 MIL PLASTIC
LINER
A
STRAW BALE
(TYP)
•
BINDING
WIRE
WOOD OR
METAL STAKES
(2 PER BALE)
NATIVE MATERIAL
(OPTIONAL)
SECTION A -A
EXISTING
1 GRADE
STRAW
BALE
BLOWN/PLACED
FILTER MEDIA
DISTURBED AREA
COMPOST
FILTER SOCK
\ .\\- -_ \
3"
MIN.
DISTURBED AREA
2"x2" OAK OR
OTHER DURABLE
HARDWOOD STAKES
ON CENTER
COMPOST FILTER SOCK
UNDISTURBED AREA
UNDISTURBED AREA
ti
EXISTING
CONTOURS
2"x2" OAK OR
OTHER DURABLE
HARDWOOD STAKES
ON CENTER
NOTES:
COMPOST PRODUCTS ACCEPTABLE FOR THIS APPLICATION SHOULD
MEET THE CHEMICAL, PHYSICAL AND BIOLOGICAL PROPERTIES
SPECIFIED FOR PRACTICE 6.18, COMPOST BLANKETS.
COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE.
BOTH ENDS OF THE BARRIER SHALL BE EXTENDED AT LEAST 10 FEET
UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT.
MAXIMUM SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT EXCEED
THAT SPECIFIED FOR THE SIZE OF THE SOCK AND THE SLOPE OF ITS
TRIBUTARY AREA.
TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS.
IN THE EVENT STAKING IS NOT POSSIBLE (I.E., WHEN SOCKS ARE USED
ON PAVEMENT) HEAVY CONCRETE BLOCKS SHALL BE USED BEHIND
THE SOCK TO HOLD IT IN PLACE DURING RUNOFF EVENTS.
ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2
THE ABOVE GROUND HEIGHT OF THE BARRIER AND DISPOSED IN THE
MANNER DESCRIBED ELSEWHERE IN THE PLAN.
COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER
EACH RUNOFF EVENT (1/2" OR GREATER). DAMAGED SOCKS SHALL BE
REPAIRED ACCORDING TO MANUFACTURERS SPECIFICATIONS OR
REPLACED WITHIN 24 HOURS OF INSPECTION.
BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED
AFTER 6 MONTHS; PHOTO DEGRADABLE SOCKS
AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED
ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.
UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES
SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND
VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE
CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.
J
COvV
POST F LTESOC
\TS
4
CO\CETE WASHOUT AREA
\TS
01 /31 /22
ISSUED FOR PERMIT
CPG/FLS
BA
VH
07/29/21
70% SUBMITTAL
CPG/FLS
3/4" x 3/4" WOODEN
STAKE (TYP.)
WATTLE (TYP.)
// FLOW
EXTENDED SECTION C-C
C
ELEVATION
6" MIN.
1'— 6" MIN.
PENETRATION
(TYP.)
FLOWLINE
F
WATTLES CH EC
DAM
s
\TS
HORIZONTAL GRAPHIC SCALE
50 0 25 50 100
200
( IN FEET )
1 inch = 50 ft.
HDR Engineering Inc.
of the Carolinas
440 S. Church St Suite 1000
Charlotte, NC 28202-2075
704.338.6700
� DUKE
ENERGY®
CAROLINAS
526 SOUTH CHURCH STREET
CHARLOTTE N.C. 28202
TELEPHONE NO. [phone]
TITLE
SILAS TRANSMISSION LINE
EROSION & SEDIMENT
CONTROL DETAILS
SILAS TRANSMISSION LINE
P.DWG
04/30/21
30% SUBMITTAL
CPG/KR
VH
BA
REV
FILE NO.
DATE
REVISION
DRAWN
CHECKED
APPROVED
LINE INDEX:
1W264
DRAWING
10291756
SHEET
PED-2

8' MAX.
POST MAY BE EITHER
4"95 PINE, 2"0 OAK
ORANGE, UV RESISTANT
HIGH — TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
L 24"
TREE PROTECTION ZONE
IEP OJT
ZONA DE PROTECCION
ATI
NO EN1M
24"
WARNING SIGN DETAIL
TREE PR�CTION ZONE
T
ZONA PROTEGIDA DE
[ft AWES
NO PAR
1 -1 -I I_ 1 1=1I 1 - -1 =11 =11 1-1 I1=11II—I I 1=1 =11-1III=1 III
II II -
ORANGE, UV RESISTANT
HIGH — TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL) I II II
II
II II
T I -
-II 11=1
NOTES:
1. FENCING SHALL BE INSTALLED PRIOR TO ANY INSTALLATION OF EROSION AND SEDIMENT
CONTROL MEASURES.
2. WARNING SIGNS TO BE MADE OF DURBALE, WEATHERPROOF MATERIAL.
3. LETTERS TO BE 6" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
4. SIGNS SHALL BE VISIBLE FROM ALL SIDES OF THE CONSTRUCTION AREA.
5. MINIMUM OF ONE SIGN ON EACH SIDE, ON THE OUTWARD FACING DIRECTION, AND/OR
EVERY 200'.
6. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN
ONE SIGN PER PROTECTION AREA.
7. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
8. MAINTAIN TREE PROTECTION ON FENCE THROUGHOUT DURATION OF PROJECT.
9. ADDITIONAL SIGNS MAY BE REQUIRED BY LOCAL INSPECTIONS/PLANNING DEPARTMENT
BASED ON ACTUAL FIELD CONDITIONS.
**SPANISH TRANSLATION WILL NEED TO BE ON THE SIGN AS WELL
GRADE
1
SAFETY FE\ CE DETAIL \TS
18"
FILTER FABRIC
SECTION VIEW LOOKING UPSTREAM
12" OF #57
WASHED STONE
FLOW
- 1j1=III=
I—
I I
II I II = —
III 1111111111�1111ffi111III 111=1111—'
4 to 6 FT
SECTION A — A CENTER OF DAM
FILTER CLOTH
= THE DISTANCE SUCH THAT POINTS A & B ARE OF EQUAL ELEVATIONS
'L'
POINT 'A'
POINT 'B'
—� � I=1T1=1 I I-
—I i 1=1TI 1 11= —, — Wit..-i....
� �-1il= I I -III -
SPACING BETWEEN CHECK DAMS
NOTES:
1. KEY STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A
MINIMUM OF 18" TO PREVENT OVER FLOW AROUND DAM.
2. DRAINAGE AREA IS LIMITED TO 1/2 ACRE.
3. MAX HEIGHT AT CENTER OF DAM— 24"
4. CENTER OF DAM 9" BELOW NATURAL GROUND AT OUTER EDGES. OUTER EDGES TO BE
PLACED OVER THE CHANNEL BANKS TO KEEP WATER FROM CUTTING AROUND THE DAM.
5. SPACE CHECK DAMS IN A CHANNEL SO THAT THE CREST OF DOWNSTREAM DAM IS AT
ELEVATION OF THE TOE OF UPSTREAM DAM.
SEWN -IN CONNECTION
SLEEVE FOR PUMP
DISCHARGE HOSE
SEDIMENT
FILTER BAG
#57 STONE
2'-0" MIN.
(TYPICAL)
OPTIONAL
LIFTING
STRAPS
t 'tam
ift• ,abet'<
e.
1 a
AlArl
40114
y 7 !.+147-0411;-
*MP° -.44rtirf°.
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17*-404
.
A
PLAN VIEW
SEDIMENT FILTER BAG GENERAL NOTES:
Az-
2'-0" MINIMUM
10'-0"
MINIMUM
VARIES W/ GROUND
SLOPE (2'-0" MIN.)
1:1 (TYPICAL)
1. CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE
THE SEDIMENT FILTER BAG WHEN PUMPING.
2. THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN
ON THIS DRAWING MAY VARY PER VENDOR SPECIFICATIONS. THE
MINIMUM "FOOTPRINT" OF THE BAG SHALL BE 10 x 15 FEET.
3. SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH A SEWN -IN SLEEVE
OF SUFFICIENT SIZE TO ACCEPT A MINIMUM 4 INCH DIAMETER PUMP
DISCHARGE HOSE. THE DISCHARGE HOSE SHOULD BE EXTENDED INTO
THIS SLEEVE A MINIMUM OF 6 INCHES AND BE TIGHTLY SECURED WITH
A HOSE CLAMP OR OTHER SUITABLE MEANS TO PREVENT LEAKAGE.
HOSE CONNECTION THROUGH A SLIT IN THE BAG WILL NOT BE
ACCEPTABLE.
4. THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE SECURELY
TIED OFF DURING DISPOSAL OF THE SEDIMENT FILTER BAG IN ORDER
TO PREVENT LEAKAGE OF COLLECTED SEDIMENTS.
5. SEDIMENT FILTER BAG SHALL BE MAINTAINED AND REPLACED WHEN
ONE HALF FULL OF SEDIMENT OR IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
14'-0" MINIMUM
2'-0" MIN.
8" MIN.
FILTER FABRIC
SECTION A —A
CONSTRUCTION SPECIFICATIONS
2'-0" MIN.
EXISTING GROUND LINE
USE #57 STONE TO
LEVEL BAG FROM
NATURAL GROUND LINE
• TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR
SIMILAR DEVICE.
• PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF/WOOD COMPOST,
WOODCHIPS, SAND, OR STRAW BALES) LOCATED ON A LEVEL OR 5% MAXIMUM
SLOPING SURFACE, DISCHARGE TO A STABILIZED AREA. EXTEND BASE A MINIMUM OF
12 INCHES FROM EDGES OF BAG.
• CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG
IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS. AS THE BAG FILLS
WITH SEDIMENT, REDUCE PUMPING RATE.
• REMOVE AND PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PUMPING
OPERATIONS OR AFTER BAG HAS REACHED CAPACITY, WHICHEVER OCCURS FIRST.
SPREAD THE DEWATERED SEDIMENT FROM THE BAG IN AN APPROVED UPLAND AREA
AND STABILIZE WITH SEED AND MULCH BY THE END OF THE WORK DAY. RESTORE
THE SURFACE AREA BENEATH THE BAG TO ORIGINAL CONDITION UPON REMOVAL OF
THE DEVICE.
• USE NONWOVEN GEOTEXTILE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH
THREAD. SIZE SLEEVE TO ACCOMMODATE A MAZIMUM 4 INCH DIAMETER PUMP
DISCHARGE HOSE. THE BAG MUST BE MANUFACTURED FROM A NONWOVEN
GEOTEXTILE THAT MEETS OR EXCEEDS MINIMUM AVERAGE ROLL VALUES (MARV) FOR
THE FOLLOWING:
GRAB TENSILE
PUNCTURE
FLOW RATE
PERMITTIVITY (SEC-')
UV RESISTANCE
250 LB
150 LB
70 GAL/MIN/FTZ
1.2 SEC-'
70% STRENGTH CO 500 HOURS
APPARENT OPENING SIZE(AOS) 0.15-0.18 MM
SEAM STRENGTH 90%
ASTM D-4632
ASTM D-4833
ASTM D-4491
ASTM D-4491
ASTM D-4355
ASTM D-4751
ASTM D-4632
• REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS, OR PUNCTURES. DURING
OPERATION KEEP CONNECTION BETWEEN PUMP HOSE AND FILTER BAG WATER TIGHT.
REPLACE BEDDING IF IT BECOMES DISPLACED.
SEDIMENT FILTER BAG WITH GRAVEL PAD
(MIN 3' EMBEDMENT)
MIN. 4"X4" TREATED DOT
APPROVED OR LOCUST
POST
BRACE METAL T—POST
F
(MIN 3' EMBEDMENT)
STANDARD 12' TUBULAR GALV. STEEL
FARM GATE
GATE POST: 8X8 TREATED DOT APPROVED
6X6 LOCUST POST
6-5/8" GALVANIZED POST
THREE HINGES (INSTALL TOP
AND BOTTOM HINGE UP, MIDDLE
HINGE DOWN)
GALVANIZED TUBULAR
STEEL FARM GATE
4"x4" GATE SUPPORT
ANGLE TOP AND PLACE
ADJACENT TO OR IN FRONT
OF GATE POST AS NEEDED
(MIN 3' EMBEDMENT)
GATE POST: 4X4 TREATED
DOT APPROVED
SECURE GATE WITH HEAVY
DUTY CHAIN AND LOCK
METAL CUP NAILED TO
WOODEN SUPPORT. INSERT
T—POST IN CUP
BRACE METAL T—POST
SUPPORT/ FENCE POST
MIN. 4X4 TREATED DOT
APPROVED OR LOCUST POST
EXISTING FENCE
BARB WIRE OR BRACE WIRE CROSSED AND WRAPPED
AROUND BRACE AND POSTS (GALVANIZED OR ALUMINUM
COATED STEEL, 2-1/2 TO 12-1/2 GAGE STEEL, 4—POINT
BARBS IF USING BARB WIRE — ASTM A121)
4
12' FA
V
GATE
\TS
3
F LTE3AG DETAIL \TS
1_
SOCK CHEC
K
DAV
DETAIL
\TS
SEEDING SCHEDULE
SEEDING WILL BE COMPLETED IMMEDIATELY FOLLOWING SITE RECLAMATION AND PRIOR TO PROJECT COMPLETION. TEMPORARY
OR INTERMEDIATE SEEDING, MULCHING, MATTING, OR OTHER SURFACE STABILIZATION MEASURES WILL BE PLACED ON
DISTURBED AREAS FOLLOWING INITIAL SOIL DISTURBANCE. PRIOR TO SEEDING, ALL SURFACES SHALL BE SCARIFIED TO A
DEPTH OF FOUR TO SIX INCHES TO ENHANCE SEED GERMINATION AND HELP IMPEDE STORMWATER RUNOFF. GENERAL SEEDING
GUIDELINES ARE AS FOLLOWS:
MID—FEBRUARY THROUGH MID—APRIL:
BIG BLUESTEM (Adropogon geradii) or
INDIANGRASS (Sorghastrum nutans)
SWITCH GRASS (Panicum virgatum)
DEER TONGUE (Dicanthelium clandestinum) or
PARTRIDGE PEA (Chamaecrista fasciculata)
MID APRIL THROUGH JULY:
BIG BLUESTEM (Adropogon geradii) or
INDIANGRASS (Sorghastrum nutans)
SWITCH GRASS (Panicum virgatum)
AUGUST THROUGH MID—FEBRUARY:
BIG BLUESTEM (Adropogon geradii) or
INDIANGRASS (Sorghastrum nutans)
BERMUDA GRASS
100 LB/ACRE
20 TO 30 LB/ACRE
25 LB/ACRE
100 LB/ACRE
30 TO 40 LB/ACRE
80 TO 100 LB/ACRE
25 TO 40 LB/ACRE
PERENNIAL RYE GRASS SHALL NOT BE USED. SPECIAL EXCEPTIONS MAY BE ALLOWED FOR THE USE OF RYE GRAIN ONLY WITH
THE APPROVAL OF THE ENGINEER AND SHALL BE CONSIDERED "TEMPORARY" SEEDING, ONLY, DURING WINTER MONTHS.
PRIOR TO COMPLETION OF PROJECT, ALL AREAS SEED WITH RYE GRAIN FOR TEMPORARY STABILIZATION SHALL BE
RESEEDED FOR PERMANENT STABILIZATION PER THE ABOVE SCHEDULE.
NURSE CROPS SHALL BE ADDED TO AID THE ESTABLISHMENT OF PERMANENT VEGETATION. GENERAL GUIDELINES FOR NURSE
CROP SEEDING RATES ARE AS FOLLOWS:
MAY THROUGH MID —AUGUST:
LITTLE BLUESTEM (Schizachyrium scoparium)
BROOMSEDGE (Andropogon virginicus)
MID —AUGUST THROUGH APRIL:
BIG BLUESTEM (Adropogon geradii) or
INDIANGRASS (Sorghastrum nutans)
IT IS RECOMMENDED TO ADD NATIVE FLOWERING SPECIES TO
BENEFIT:
BLACK—EYED SUSAN (Rudbeckia hirta)
PLAINS COREOPSIS (Coreopsis tinctoria)
LANCE —LEAVED COREOPSIS (Coreopsis lanceolata)
NARROW —LEAVED SUNFLOWER (Helianthus angustifolius)
01 /31 /22
ISSUED FOR PERMIT
CPG/FLS
BA
VH
07/29/21
70% SUBMITTAL
CPG/FLS
THE
10 LB/ACRE
15 LB/ACRE
80 TO 100 LB/ACRE
SEED MIXES FOR ADDITIONAL STABILIZATION AND WILDLIFE
HORIZONTAL GRAPHIC SCALE
50 0 25 50 100
•
(MIN 3' EMBEDMENT)
MIN. 4"X4" TREATED DOT
APPROVED OR LOCUST
POST
BRACE METAL T—POST
cq FS
10 of
(MIN 3' EMBEDMENT)
STANDARD 16' TUBULAR GALV. STEEL
FARM GATE
GATE POST: 8X8 TREATED DOT APPROVED
6X6 LOCUST POST
6-5/8" GALVANIZED POST
THREE HINGES (INSTALL TOP
AND BOTTOM HINGE UP, MIDDLE
HINGE DOWN)
GALVANIZED TUBULAR
STEEL FARM GATE
4"x4" GATE SUPPORT
ANGLE TOP AND PLACE
ADJACENT TO OR IN FRONT
OF GATE POST AS NEEDED
(MIN 3' EMBEDMENT)
GATE POST: 4X4 TREATED
DOT APPROVED
SECURE GATE WITH HEAVY
DUTY CHAIN AND LOCK
METAL CUP NAILED TO
WOODEN SUPPORT. INSERT
T—POST IN CUP
BRACE METAL T—POST
SUPPORT/ FENCE POST
MIN. 4X4 TREATED DOT
APPROVED OR LOCUST POST
EXISTING FENCE
BARB WIRE OR BRACE WIRE CROSSED AND WRAPPED
AROUND BRACE AND POSTS (GALVANIZED OR ALUMINUM
COATED STEEL, 2-1/2 TO 12-1/2 GAGE STEEL, 4—POINT
BARBS IF USING BARB WIRE — ASTM A121)
J
16' FA
V
GATE
\TS
200
( IN FEET )
1 inch = 50 ft.
IN THE ABSENCE OF SOIL TESTS, FERTILIZER AND LIME WILL GENERALLY BE APPLIED AT THE FOLLOWING RATES:
10-10-10 FERTILIZER (OR EQUIVALENT RATE OF APPLIED N) 1000 LB/ACRE
*GROUND AGRICULTURAL LIMESTONE 4000 LB/ACRE
*NOTE: LIQUID LIME MAY BE SUBSTITUTED IN VARIOUS SITUATIONS.
FERTILIZER SHALL BE 10-10-10 FERTILIZER (10 PERCENT NITROGEN, 10 PERCENT PHOSPHATE AND 10 PERCENT TOTAL POTASH) OR APPROVED ALTERNATE.
19-19-19 FERTILIZER CAN ALSO BE USED AT AN EQUIVALENT RATE. FERTILIZER SHALL BE STANDARD COMMERCIAL GRADE OF ORGANIC OR INORGANIC FERTILIZER
OF THE KIND AND QUALITY SPECIFIED HEREIN. IT MAY BE SEPARATE OR IN A MIXTURE CONTAINING THE PERCENTAGE OF TOTAL NITROGEN, AVAILABLE PHOSPHORIC
ACID, AND WATER SOLUBLE POTASH IN THE AMOUNTS SPECIFIED. ALL FERTILIZERS SHALL BE FURNISHED IN STANDARD UNOPENED CONTAINERS WITH WEIGHT, NAME
OF PLANT NUTRIENTS, AND MANUFACTURER'S GUARANTEED STATEMENT OF ANALYSIS CLEARLY MARKED, ALL IN ACCORDANCE WITH STATE AND FEDERAL LAWS.
CONTRACTOR TO FURNISH ALL MATERIALS.
SEEDING NOTES
CONTRACTOR SHALL WARRANT VEGETATION GROWTH FOR ONE YEAR AFTER ESTABLISHMENT. A MINIMUM OF 2 TONS PER ACRE OF LIME OR 3 TONS PER ACRE FOR
CLAY SOILS SHALL BE APPLIED OR OPTIMUM QUANTITY OF FERTILIZER AND LIME SHALL BE CONFIRMED BY SOIL TEST. MULCH OR MATTING SHALL BE APPLIED TO
ALL SEEDED AREAS TO AID IN THE ESTABLISHMENT OF VEGETATION AND HELP IMPEDE EROSION. VEGETATIVE MULCH, TYPICALLY WHEAT OR OAT STRAW, SHALL BE
APPLIED AT THE MINIMUM RATE OF 4000 LBS/ACRE AND ANCHORED WITH 400 GALLONS PER ACRE OF ASPHALT TACK OR ACCEPTABLE ALTERNATIVE.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING VEGETATION UNTIL THE PROJECT PERMITS ARE CLOSED, NOT FOR UP TO ONE YEAR. THIS CAN
SOMETIMES TAKE TWO OR MORE YEARS.
STRAW MULCH SHALL BE MECHANICALLY CRIMPED WHEREVER POSSIBLE.
HDR Engineering Inc.
of the Carolinas
440 S. Church St Suite 1000
Charlotte, NC 28202-2075
704.338.6700
DUKE
ENERGY®
CAROLINAS
526 SOUTH CHURCH STREET
CHARLOTTE N.C. 28202
TELEPHONE NO. [phone]
TITLE
SILAS TRANSMISSION LINE
EROSION & SEDIMENT
CONTROL DETAILS
SILAS TRANSMISSION LINE
P.DWG
04/30/21
30% SUBMITTAL
CPG/KR
VH
BA
REV
FILE NO.
DATE
REVISION
DRAWN
CHECKED
APPROVED
LINE INDEX:
1W264
DRAWING
10291756
SHEET
PED-3

FLOW
IMPERVIOUS DIKE
(SEE NOTE 8)
WORKING
AREA
TEMPORARY
FLEXIBLE
HOSE
DEWATERING PUMP
SEDIMENT REMOVAL DEVICE
(SEE DETAIL THIS SHEET)
1
CLEAN WATER PUMP -AROUND PUMP
TEMPORARY FLEXIBLE HOSE
EXISTING CHANNEL
IMPERVIOUS
DIKE
(SEE DETAIL,
THIS SHEET)
TEMPORARY STABILIZED OUTLET
(SEE NOTES 5 AND 6)
X5
PLAN VIEW
FLOW
WORKING AREA
IMPERVIOUS DIKE
DIMENSIONS (VALUES TO BE PROVIDED BY DESIGNER)
VARIABLE
VALUES
TYPICAL UNIT
DESCRIPTION
X1
4
FT.
SPLASH PAD / STABILIZED OUTLET WIDTH
X2
6
FT.
SPLASH PAD LENGTH
X3
8
IN.
SPLASH PAD / STABILIZED OUTLET THICKNESS
X5
8
FT.
STREAM BED WIDTH
X6
6
FT.
SEDIMENT BAG PAD LENGTH
X7
4
FT.
SEDIMENT BAG SETBACK FROM TOP OF BANK
X8
9
IN.
SEDIMENT BAG PAD THICKNESS
X9
4
FT.
IMPERVIOUS DIKE LENGTH
X10
2
FT.
IMPERVIOUS DIKE HEIGHT
X11
4
IN.
APPROXIMATE BASE FLOW WATER LEVEL
X12
8
IN.
D50 OF STABILIZED OUTLET STONE/IMPERVIOUS
DIKE STONE
DIMENSIONS
TEMPORARY
FLEXIBLE
HOSE
FILTER FABRIC
(SEE NOTE 6)
SEDIMENT BAG
(SEE NOTE 4)
X8
STONE
TOP OF
BANK
SEDIMENT REMOVAL DEVICE
APPROXIMATE
BASE
FLOW
WATER
SURFACE
TOP OF BANK
X11t
-TOE
OF
BANK
STABILIZED OUTLET OR NATIVE
STREAMBED STONE MATERIAL
RIP RAP
X3
IeW
X5
X2
APPROXIMATE
BASE
FLOW
WATER
SURFACE
7
TEMPORARY
FLEXIBLE HOSE
(SEE NOTE 5)
TEMPORARY STABILIZED OUTLET — SECTION A —A'
NOTES:
1. ALL CHANNEL WORK INVOLVING EXCAVATION SHALL BE PERFORMED IN DRY CONDITIONS OR IN CHANNEL SECTIONS
ISOLATED BY IMPERVIOUS DIKES AND KEPT DE -WATERED.
2. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED THE SAME WORKING DAY.
3. PUMP -AROUND PUMP AND HOSE SHALL ADEQUATELY CONVEY BASEFLOW. DE -WATERING PUMP SHALL ADEQUATELY
DE -WATER THE WORKING AREA AT THE DOWNSTREAM IMPERVIOUS DIKE.
4. GRAVITY -BASED GEOTEXTILE BAG FILTERS SHALL BE USED TO COLLECT SILT AND SEDIMENT FROM WORK AREA
DEWATERING.
5. EFFLUENT FROM CLEAN WATER PUMP AROUND MAY BE DISCHARGED DIRECTLY INTO STABILIZED OUTLET (NO SEDIMENT
REMOVAL DEVICE REQUIRED).
6. FILTER FABRIC SHALL BE USED UNDERNEATH ALL STONE/RIP RAP PLACED FOR SEDIMENT BAGS, STABILIZED OUTLETS,
SPLASH PADS.
7. IMPERVIOUS DIKES SHALL BE CONSTRUCTED TO ISOLATE THE IN -STREAM WORKING AREA. AN IMPERVIOUS FABRIC
MEMBRANE AND SAND BAGS OR STONE SHALL BE USED TO CREATE THE DIKES.
8. THE WORK SEQUENCE IN PUMP -AROUND OPERATIONS PROCEEDS AS FOLLOWS:
A. INSTALL SEDIMENT REMOVAL DEVICE AND TEMPORARY STABILIZED OUTLETS AT THE DOWNSTREAM END OF WORKING
AREA.
B. INSTALL PUMP -AROUND PUMP AND FLEXIBLE HOSE.
C. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING (CLEAN WATER) DOWNSTREAM TO STABILIZED OUTLET.
D. INSTALL DOWNSTREAM IMPERVIOUS DIKE AND DE -WATERING PUMP.
E. PERFORM CHANNEL WORK IN ACCORDANCE WITH THE PLANS IN THE WORKING AREA.
F. DE -WATER THE WORKING AREA (AS NEEDED) INTO THE SEDIMENT REMOVAL DEVICE AND TEMPORARY STABILIZED
OUTLET.
G. UPON COMPLETION OF WORK, REMOVE ANY SEDIMENT ACCUMULATION BEHIND IMPERVIOUS DIKES.
H. REMOVE DOWNSTREAM AND THEN UPSTREAM DIKES AND ALL PUMPS AND HOSE.
I. SEED AND MULCH ALL DISTURBED AREAS PER THE PLANTING PLAN.
Pu
m
Arounc
Flow 3
iversion and 3ewaterinc Configuration
\TS
GATE OPENING
1
J
II
aU
12" (TYP
SEE
PLAN
PROVIDE BARBED WIRE
TO MATCH EXISTING
x
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x
x
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x
x
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CHAIN LINK
FABRIC #9
GAUGE 2"
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LOCKING
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x
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/ / / / / / / / / /
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TYPE HINGE
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I
l d'
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SEE DETAIL THIS
SHEET
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0
u
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01 /31 /22
ISSUED FOR PERMIT
CPG/FLS
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07/29/21
70% SUBMITTAL
CPG/FLS
Construction Stormwater Planning Manual — JAN2019
I illy
a I 61
1 81
MAINTENANCE NOTES:
--A-
STONE APPROACH
WATTLES TO ABUT CROSSING.
AP Old ra„_ USE 1 FOOT OVERLAP ON
• • L.-" - -` .- ADJOINING WATTLES
...•.•.•t►.•.•.
sT • s • • r w • •Y • •i
„y..+sr,...�.....O•.,l►+...... -- -� -VTR
-REMOVE AND DISPOSE OF SILT
ACCUMULATIONS WHEN THE DEPTH
REACHES ONE-HALF OF THE HEIGHT
OF THE PERIMETER WATTLES OR
ONE-HALF CAPACITY OF THE TRAPS.
-REPLACE OR CLEAN THE WATTLES
.�,�,
...:...i►z..f.e....l.....ir.0. -ACIfilw
Ilz
AS NEEDED TO ALLOW RUNOFF TO
-
+;iii it riiiiiia-WOMKtg,a, O.f- EXTEND STONE UPWARD AND
SLOWLY DEWATER THROUGH THE
� �;� �.,1 . i.►i..1 ..�.IZ..l 1,��r - REVEGETATE AS NEEDED TO
DEVICE BETWEEN RAIN EVENTS,
yip . ..izliz f. �VI I �1 +f �. I 1 PROTECT CUT SLOPES
-MONITOR THE WOODEN STAKES AND
a_, .....�*.•.•.•.•.•'..•.• -���i�Y, .
�
- *ram • r .fir :w r..•- =�a
STAPLES TO ENSURE THAT THE
,*«. 3V.=�.�.r.�:,��.�,P..��;��.r.I+,, -� �,y
M, U: 01111
��
;• AN. *...;......�.......... f..4..
WATTLES REMAfN SECURELY.
—°—
i 4111 ; -:: .• +� • ..� • .i.'r�.....:. -
ANCHORED AFTER RAIN EVENTS OR
-+r=.r�.*-.�=r.40�:%.!z. -.T�.r .��
HIGH WATER CONDITIONS.
4�..
ap a" �;' r �'�"'f"f: t.:f.f.:f. g,...•. SURFACE FLOW
40 of* ga'
-MONITOR DAILY TO SUPPLEMENT
all 'T. ---
wow • •�wT • •�.T w .. •__ DIVERSION
STONE APPROACHES TO ENSURE
I
"r_w"'•-_•Y r •'• • •`• ' wr •
/,
-�#.- •T • w -y w w"- • • yT • wT �T.
PROPER FUNCTIONALITY.
• .l.i.;.�.�...f.;.Z...�dPZ
T
-CLEAN ANY ERODIBLE MATERIAL
STREAM r f:.'�f...•.•.• •.•:• •
TRACKED ONTO THE APPROACHES
—c—
.r • e .lr— wr *T •r • � •r s / V
CHANNEL .1 f.rP�.10%.•.•,
IMMEDIATELY.
_r_
_111111111?
_a
I`
-;k- STONE APPROACH
WATTLES TO ABUT CROSSING " INSTALL TRAP ON EITHER SIDE OF
CREEK. TRAP SIZE WILL VARY
+~ ACCORDING TO LENGTH OF ACCESS
ilir
. ROAD DRAINING TO THIS POINT EQUAL
`; /� TO 50 CU. FT. PER 100FT OF ROAD
PERSPECTIVE VIEW •� . e
—u_
—E—
Idrifforiai
SURFACE FLOW STONE APPROACH
DIVERSION TO TRAP SURFACE FLOW
DIVERSION TO TRAP
STONE APPROACH
-L-
= r.:` y.,y • nrAY a •t :.�Ya - �. w �il • ��,r:TtyN. pry.:� +7� 13''r' .•..Z- ^—^_'---'
yw7�ywti•
I
FILTRATION GEOTEXTILE ,-�1
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'1-1502.7
im, FILTRATION GEOTEXTILE
`.4
TITLE
CULVERTED STREAM
CROSSING
^F-
ROCK OVER EARTH FELL
STREAM BED ORIGINAL STREAMBANK
-F-
LONGITUDINAL SECTION 18"-24" HDPE PIPE. SIZE TO BE FIELD
FAA ESA GUIDANCE
DETERMINED BY CONTRACTOR
ECALE:NTS
LFTfl: �flE
DUKE
efer LJ
DIIG TY,EE85G
CNR : T3/BE
ENERGY
AR NO- 6Cr,67
©
ATE- i 20 2018
...PPD. T9
DWG SUE
ORAWNGNO.
HEVIBIGN
ANSI B
1r 11-
1, 1. I 1 1 I 1 I 1 I T I
INCHES 1 2 3 1a s i a s s 101
HORIZONTAL GRAPHIC SCALE
50 0 25 50 100
200
(IN FEET )
1 inch = 50 ft.
AECOM
3-22
HDR Engineering Inc.
of the Carolinas
440 S. Church St Suite 1000
Charlotte, NC 28202-2075
704.338.6700
if DUKE
ENERGY®
526 SOUTH CHURCH STREET
CHARLOTTE N.C. 28202
TELEPHONE NO. [phone]
TITLE
SILAS TRANSMISSION LINE
EROSION & SEDIMENT
CONTROL DETAILS
SILAS TRANSMISSION LINE
P.DWG
04/30/21
30% SUBMITTAL
CPG/KR
VH
BA
REV
FILE NO.
DATE
REVISION
DRAWN
CHECKED
APPROVED
LINE INDEX:
1W264
DRAWING
10291756
SHEET
PED-4

1
Appendix I
USFWS IPaC Resources List

4/7/2020 IPaC: Resources
IPaC
U.S. Fish & Wildlife Service
IPaC resource list
This report is an automatically generated list of species and other resources such as critical habitat
(collectively referred to as trust resources) under the U.S. Fish and Wildlife Service's (USFWS)
jurisdiction that are known or expected to be on or near the project area referenced below. The list
may also include trust resources that occur outside of the project area, but that could potentially be
directly or indirectly affected by activities in the project area. However, determining the likelihood
and extent of effects a project may have on trust resources typically requires gathering additional
site -specific (e.g., vegetation/species surveys) and project -specific (e.g., magnitude and timing of
proposed activities) information.
Below is a summary of the project information you provided and contact information for the USFWS
office(s) with jurisdiction in the defined project area. Please read the introduction to each section
that follows (Endangered Species, Migratory Birds, USFWS Facilities, and NWI Wetlands) for
additional information applicable to the trust resources addressed in that section. Ili}
.F
111111311\111.11.
Project information
NAME
Silas 100kV
LOCATION
elm 0'
Davie and Forsyth counties, North Carolina
: Ir, N:
Local office
Asheville Ecological Services Field Office
k. [phone]
fi [phone]
160 Zillicoa Street
Asheville, NC 28801-1082
https://ecos.fws.gov/ipac/project/NVUHHXFQHFGYFERBIMSWRKZ6WU/resources 1/12

4/7/2020 IPaC: Resources
http://www.fws.gov/nc-es/es/countyfr.html
•cb-s\c'
cp.s"
,FOB
�Ock
https://ecos.fws.gov/ipac/project/NVU H HXFQH FGYFERBI MSWRKZ6WU/resources
2/12

4/7/2020 IPaC: Resources
Endangered species
This resource list is for informational purposes only and does not constitute an analysis of
project level impacts.
The primary information used to generate this list is the known or expected range of each species.
Additional areas of influence (AOI) for species are also considered. An AOI includes areas outside of
the species range if the species could be indirectly affected by activities in that area (e.g., placing a
dam upstream of a fish population, even if that fish does not occur at the dam site, may indirectly
impact the species by reducing or eliminating water flow downstream). Because species can move,
and site conditions can change, the species on this list are not guaranteed to be found on or near
the project area. To fully determine any potential effects to species, additional site -specific and
project -specific information is often required.
Section 7 of the Endangered Species Act requires Federal agencies to "request of the Secretary
information whether any species which is listed or proposed to be listed may be present in the area
of such proposed action" for any project that is conducted, permitted, funded, or licensed by any
Federal agency. A letter from the local office and a species list which fulfills this requirement can
only be obtained by requesting an official species list from either the Regulatory Review section in
IPaC (see directions below) or from the local field office directly.
For project evaluations that require USFWS concurrence/review, please return to the IPaC website
and request an official species list by doing the following:
1. Log into IPaC.
2. Go to your My Projects list.
3. Click PROJECT HOME for this project.
4. Click REQUEST SPECIES LIST.
Listed species and their critical habitats are managed by the Ecological Services Program of the U.S.
Fish and Wildlife Service (USFWS) and the fisheries division of the National Oceanic and Atmospheric
Administration (NOAA Fisheries ).
Species and critical habitats under the sole responsibility of NOAA Fisheries are not shown on this
list. Please contact NOAA Fisheries for species under their jurisdiction.
1. Species listed under the Endangered Species Act are threatened or endangered; IPaC also shows
species that are candidates, or proposed, for listing. See the listing status page for more
information.
2. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the
National Oceanic and Atmospheric Administration within the Department of Commerce.
The following species are potentially affected by activities in this location:
Mammals
NAME STATUS
https://ecos.fws.gov/ipac/project/NVUHHXFQHFGYFERBIMSWRKZ6WU/resources 3/12

4/7/2020 IPaC: Resources
Northern Long-eared Bat Myotis septentrionalis
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/9045
Reptiles
NAME
Bog Turtle Clemmys muhlenbergii
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/6962
Flowering Plants
NAM E
Michaux's Sumac Rhus michauxii
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/5217
Critical habitats
Threatened
STATUS
SAT
STATUS
idangered
10114
411.111c1N
C...\3\1°.
Potential effects to critical habitat(s) in this location must be analyzed along with the endangered
species themselves.
THERE ARE NO CRITICAL HABITATS AT THIS LOCATION.
le#7.00
Vigratory birds
Certain birds are protected under the Migratory Bird Treaty Act and the Bald and Golden Eagle
Protection Act .
Any person or organization who plans or conducts activities that may result in impacts to migratory
birds, eagles, and their habitats should follow appropriate regulations and consider implementing
appropriate conservation measures, as described below.
1. The Migratory Birds Treaty Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
Additional information can be found using the following links:
• Birds of Conservation Concern http://www.fws.gov/birds/management/managed-species/
birds-of-conservation-concern.php
• Measures for avoiding and minimizing impacts to birds
http://www.fws.gov/birds/management/project-assessment-tools-and-guidance/
conservation-measures.php
https://ecos.fws.gov/ipac/project/NVUHHXFQHFGYFERBIMSWRKZ6WU/resources 4/12

4/7/2020 IPaC: Resources
• Nationwide conservation measures for birds
http://www.fws.gov/migratorybirds/pdf/management/nationwidestandardconservationmeasures.pdf
The birds listed below are birds of particular concern either because they occur on the USFWS Birds
of Conservation Concern (BCC) list or warrant special attention in your project location. To learn
more about the levels of concern for birds on your list and how this list is generated, see the FAQ
below. This is not a list of every bird you may find in this location, nor a guarantee that every bird on
this list will be found in your project area. To see exact locations of where birders and the general
public have sighted birds in and around your project area, visit the E-bird data mapping tool (Tip:
enter your location, desired date range and a species on your list). For projects that occur off the
Atlantic Coast, additional maps and models detailing the relative occurrence and abundance of bird
species on your list are available. Links to additional information about Atlantic Coast birds, and
other important information about your migratory bird list, including how to properly interpret and
use your migratory bird report, can be found
For guidance on when to schedule activities or implement avoidance and minimization measures to
reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE SUMMARY at
the top of your list to see when these birds are most likely to be present and breeding in your
project area.
NAME
1001C''
aTh
111111/40)11 FOR A BIRD ON YOUR LIST, THE
Bald Eagle Haliaeetus leucocephalus
This is not a Bird of Conservation Concern (BCC) in this area, but
warrants attention because of the Eagle Act or for potential
susceptibilities in offshore areas from certain types of development
or activities.
https://ecos.fws.gov/ecp/species/1626
Blue -winged Warbler Vermivora pinus
This is a Bird of Conservation Concern (BCC) only in particular Bird
Conservation Regions (BCRs) in the continental USA
Cerulean Warbler Dendroica cerulea
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
https://ecos.fws.gov/ecp/species/2974
REEDING'ISEASON (IF A
ING SEASON IS INDICATED
BIRD MAY BREED IN YOUR
PROJECT AREA SOMETIME WITHIN
THE TIMEFRAME SPECIFIED,
WHICH IS A VERY LIBERAL
ESTIMATE OF THE DATES INSIDE
WHICH THE BIRD BREEDS
ACROSS ITS ENTIRE RANGE.
"BREEDS ELSEWHERE" INDICATES
THAT THE BIRD DOES NOT LIKELY
BREED IN YOUR PROJECT AREA.)
Breeds Sep 1 to Jul 31
Breeds May 1 to Jun 30
Breeds Apr 28 to Jul 20
https://ecos.fws.gov/ipac/project/NVUHHXFQHFGYFERBIMSWRKZ6WU/resources 5/12

4/7/2020 IPaC: Resources
Eastern Whip -poor -will Antrostomus vociferus
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Kentucky Warbler Oporornis formosus
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Prairie Warbler Dendroica discolor
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Prothonotary Warbler Protonotaria citrea
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Red-headed Woodpecker Melanerpes erythrocephalus
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Rusty Blackbird Euphagus carolinus a
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Wood Thrush Hylocichla mustelina
(0%P'
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Probability of Presence Summary
Breeds May 1 to Aug 20
Breeds Apr 20 to Aug 20
Breeds May 1 to Jul 31
.1011.
Breeds Apr 1 to Jul 31
IC \1/44)
Breeds May 10 to Sep 10
IJ
aBreeds elsewhere
Breeds May 10 to Aug 31
The graphs below provide our best understanding of when birds of concern are most likely to be
present in your project area. This information can be used to tailor and schedule your project
activities to avoid or minimize impacts to birds. Please make sure you read and understand the FAQ
"Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting to
interpret this report.
Probability of Presence ( )
Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your
project overlaps during a particular week of the year. (A year is represented as 12 4-week months.)
A taller bar indicates a higher probability of species presence. The survey effort (see below) can be
used to establish a level of confidence in the presence score. One can have higher confidence in the
presence score if the corresponding survey effort is also high.
How is the probability of presence score calculated? The calculation is done in three steps:
1. The probability of presence for each week is calculated as the number of survey events in the
week where the species was detected divided by the total number of survey events for that
https://ecos.fws.gov/ipac/project/NVUHHXFQHFGYFERBIMSWRKZ6WU/resources 6/12

4/7/2020 IPaC: Resources
week. For example, if in week 12 there were 20 survey events and the Spotted Towhee was
found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is 0.25.
2. To properly present the pattern of presence across the year, the relative probability of presence
is calculated. This is the probability of presence divided by the maximum probability of presence
across all weeks. For example, imagine the probability of presence in week 20 for the Spotted
Towhee is 0.05, and that the probability of presence at week 12 (0.25) is the maximum of any
week of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is
0.05/0.25 = 0.2.
3. The relative probability of presence calculated in the previous step undergoes a statistical
conversion so that all possible values fall between 0 and 10, inclusive. This is the probability of
presence score.
To see a bar's probability of presence score, simply hover your mouse cursor over the bar.
Breeding Season ( )
Yellow bars denote a very liberal estimate of the time -frame inside which the bird breeds across its
entire range. If there are no yellow bars shown for a bird, it does not breed in your project area.
Survey Effort (I)
Vertical black lines superimposed on probability of presence bars indicate the number of surveys
performed for that species in the 10km grid cell(s) your project area overlaps. The number of
surveys is expressed as a range, for example, 33 to 64 surveys.
To see a bar's survey effort range, simply hover your mouse cursor over the bar.
01104
No Data ( ) •..i
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe
Surveys from only the last 10 years are used in order to ensure delivery of currently relevant
information. The exception to this is areas off the Atlantic coast, where bird returns are based on all
years of available data, since data in these areas is currently much more sparse.
SPECIE\0
Bald Eagi,
Non-C Vulnerable
(This is nota Bird of
Conservation
Concern (BCC) in this
area, but warrants
attention because of
the Eagle Actor for
potential
susceptibilities in
offshore areas from
certain types of
development or
activities.)
• probability of presence breeding season 1 survey effort no data
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
IIIIIIIIF!''T
.,., -III Illf
III I111
https://ecos.fws.gov/ipac/project/NVUHHXFQHFGYFERBIMSWRKZ6WU/resources 7/12

4/7/2020 IPaC: Resources
Blue -winged
Warbler
BCC - BCR (This is a
Bird of Conservation
Concern (BCC) only in
particular Bird
Conservation Regions
(BCRs) in the
continental USA)
ft++ ++++ ++++ +III II+++ ++++ ++++ ++0 +111 ++++ ++++ ++++
CeruleanWarbler ++++ ++++ mi 0++ -77 ++++ ++++ ++++ ++++ ++++ ++++
BCC Rangewide
(CON) (This is a Bird
of Conservation
Concern (BCC)
throughout its range
in the continental
USA and Alaska.)
Eastern Whip -
poor -will
BCC Rangewide
(CON) (This is a Bird
of Conservation
Concern (BCC)
throughout its range
in the continental
USA and Alaska.)
Kentucky Warbler
BCC Rangewide
(CON) (This is a Bird
of Conservation
Concern (BCC)
throughout its range
in the continental
USA and Alaska.)
Prairie Warbler
BCC Rangewide
(CON) (This is a Bird
of Conservation
Concern (BCC)
throughout its range
in the continental
USA and Alaska.)
Prothonotary
Warbler
BCC Rangewide
(CON) (This-s a Bird
of Colpervation
Concern (BCC)
throughout its range
in the continental
USA and Alaska.)
Red-headed
Woodpecker
BCC Rangewide
(CON) (This is a Bird
of Conservation
Concern (BCC)
throughout its range
in the continental
USA and Alaska.)
++++ ++++ ++++ I+++ ++++
111 1111 III+
++++ ++++ ++ 104
•Ic\O
++++ ++++ ++++ ++PP 1111 It++ +++,01V4S+ ++++ ++++ ++++
11011‘s
++++ ++++ ++++ ++++ +++I 0+10 I+++ ++++ ++++
++++ +++4 1 1 1 1 1
11 1111 1 1 1 1111 1111 I-111 1111 1-+++ ++++
IWO 1111 1111 004 ++++:itii ++++ +WI MI 1111 0+1+
https://ecos.fws.goy/ipac/project/NVUHHXFQHFGYFERBIMSWRKZ6WU/resources 8/12

4/7/2020 IPaC: Resources
Rusty Blackbird 1111 111+ ++++ ++++ ++++ ++++ TT++ TTTT T11T I++T
BCC Rangewide
(CON) (This is a Bird
of Conservation
Concern (BCC)
throughout its range
in the continental
USA and Alaska.)
Wood Thrush
BCC Rangewide
(CON) (This is a Bird
of Conservation
Concern (BCC)
throughout its range
in the continental
USA and Alaska.)
Tell me more about conservation measures I can implement to avoid or minimize impacts to migratory birds.
Nationwide Conservation Measures describes measures that can help avoid and minimize impacts to all birds at
any location year round. Implementation of these measures is particularly important when birds are most likely to
occur in the project area. When birds may be breeding in the area, identifying the locations of any active nests and
avoiding their destruction is a very helpful impact minimization measure. To see when birds are most likely to
occur and be breeding in your project area, view the Probability of Presence Summary. AtiionAmeasures and/or
permits may be advisable depending on the type of activity you are conducting and the type of infrastructure or
bird species present on your project site.
\\054.
What does IPaC use to generate the migratory birds potentially occurring in my specified location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCC) and other species
that may warrant special attention in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network
(AKN). The AKN data is based on a growing collection of survey, banding, and citizen science datasets and is
queried and filtered to return a list of those birds reported as occurring in the 10km grid cell(s) which your project
intersects, and that have been identified as warranting special attention because they are a BCC species in that
area, an eagle (Eagle Ac requirements may apply), or a species that has a particular vulnerability to offshore
activities or development.
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not
representative of all birds that may occur in your project area. To get a list of all birds potentially present in your
project area, please visit the AKN Phenology Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds potentially
occurring in my specified location?
The probability of presence graphs associated with your migratory bird list are based on data provided by the
Avian Knowledge Network (AKN). This data is derived from a growing collection of survey, banding, and citizen
science datasets .
Probability of presence data is continuously being updated as new and better information becomes available. To
learn more about how the probability of presence graphs are produced and how to interpret them, go the
Probability of Presence Summary and then click on the "Tell me about these graphs" link.
How do I know if a bird is breeding, wintering, migrating or present year-round in my project area?
To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating or
year-round), you may refer to the following resources: The Cornell Lab of Ornithology All About Birds Bird Guide, or
(if you are unsuccessful in locating the bird of interest there), the Cornell Lab of Ornithology Neotropical Birds
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4/7/2020 IPaC: Resources
guide. If a bird on your migratory bird species list has a breeding season associated with it, if that bird does occur
in your project area, there may be nests present at some point within the timeframe specified. If "Breeds
elsewhere" is indicated, then the bird likely does not breed in your project area.
What are the levels of concern for migratory birds?
Migratory birds delivered through IPaC fall into the following distinct categories of concern:
1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern throughout their range
anywhere within the USA (including Hawaii, the Pacific Islands, Puerto Rico, and the Virgin Islands);
2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions (BCRs) in the
continental USA; and
3. "Non -BCC - Vulnerable" birds are not BCC species in your project area, but appear on your list either because of
the Eagle Act requirements (for eagles) or (for non -eagles) potential susceptibilities in offshore areas from
certain types of development or activities (e.g. offshore energy development or longline fishing).
Although it is important to try to avoid and minimize impacts to all birds, efforts should be made, in particular, to
avoid and minimize impacts to the birds on this list, especially eagles and BCC species of rangewide concern. For
more information on conservation measures you can implement to help avoid and minimize migratory bird
impacts and requirements for eagles, please see the FAQs for these topics.
Details about birds that are potentially affected by offshore projects
For additional details about the relative occurrence and abundance of both individual bird species and groups of
bird species within your project area off the Atlantic Coast, please visit the Northeast Ocean Data Portal. The Portal
also offers data and information about other taxa besides birds that may be helpful to you in your project review.
Alternately, you may download the bird model results files underlying the portal maps through the NOAA NCCOS
Integrative Statistical Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic
Outer Continental Shelf project webpage.
Bird tracking data can also provide additional details about occurrence and habitat use throughout the year,
including migration. Models relying on survey data may not include this information. For additional information on
marine bird tracking data, see the Diving Bi1rd Study and the nanotag studies or contact Caleb Spiegel or Pam
Loring.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid violating the
Eagle Act should such impacts occur.
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area, only a subset of birds of priority
concern. To learn more about how your list is generated, and see options for identifying what other birds may be
in your project area, please see the FAQ "What does IPaC use to generate the migratory birds potentially occurring
in my specified location". Please be aware this report provides the "probability of presence" of birds within the 10
km grid cell(s) that overlap your project; not your exact project footprint. On the graphs provided, please also look
carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no data" indicator (a
red horizontal bar). A high survey effort is the key component. If the survey effort is high, then the probability of
presence score can be viewed as more dependable. In contrast, a low survey effort bar or no data bar means a lack
of data and, therefore, a lack of certainty about presence of the species. This list is not perfect; it is simply a starting
point for identifying what birds of concern have the potential to be in your project area, when they might be there,
and if they might be breeding (which means nests might be present). The list helps you know what to look for to
confirm presence, and helps guide you in knowing when to implement conservation measures to avoid or
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4/7/2020 IPaC: Resources
minimize potential impacts from your project activities, should presence be confirmed. To learn more about
conservation measures, visit the FAQ "Tell me about conservation measures I can implement to avoid or minimize
impacts to migratory birds" at the bottom of your migratory bird trust resources page.
Facilities
National Wildlife Refuge lands
Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a
'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to
discuss any questions or concerns.
THERE ARE NO REFUGE LANDS AT THIS LOCATION.
Fish hatcheries
‘4 i\ofc i;S\O‘‘
THERE ARE NO FISH HATCHERIES AT THIS LOCATION.
Wetlands in the National Wetlands Inventory
Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404
of the Clean Water Act, or other State/Federal statutes.
For more information please contact the Regulatory Program of the local U.S. Army Corps of
Engineers District.
Please note that the NWI data being shown may be out of date. We are currently working to update
our NWI data set. We recommend you verify these results with a site visit to determine the actual
extent of wetlands on site.
This location overlaps the following wetlands:
FRESHWATER FORESTED/SHRUB WETLAND
Palustrine
LAKE
Lacustrine
RIVERINE
Riverine
A full description for each wetland code can be found at the National Wetlands Inventory website
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4/7/2020
Data limitations
IPaC: Resources
The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level
information on the location, type and size of these resources. The maps are prepared from the analysis of high
altitude imagery. Wetlands are identified based on vegetation, visible hydrology and geography. A margin of error
is inherent in the use of imagery; thus, detailed on -the -ground inspection of any particular site may result in
revision of the wetland boundaries or classification established through image analysis.
The accuracy of image interpretation depends on the quality of the imagery, the experience of the image analysts,
the amount and quality of the collateral data and the amount of ground truth verification work conducted.
Metadata should be consulted to determine the date of the source imagery used and any mapping problems.
Wetlands or other mapped features may have changed since the date of the imagery or field work. There may be
occasional differences in polygon boundaries or classifications between the information depicted on the map and
the actual conditions on site.
Data exclusions
Certain wetland habitats are excluded from the National mapping program because of the limitations of aerial
imagery as the primary data source used to detect wetlands. These habitats include seagrasses or submerged 11
aquatic vegetation that are found in the intertidal and subtidal zones of estuaries and nearshore coastal waters.
Some deepwater reef communities (coral or tuberficid worm reefs) have also been excluded from the inventory.
These habitats, because of their depth, go undetected by aerial imagery. u- }
Data precautions\\i"
Federal, state, and local regulatory agencies with jurisdiction over wetlands may define and describe wetlands in a
different manner than that used in this inventory. There is no attempt, in either the design or products of this
inventory, to define the limits of proprietary jurisdiction of any Federal, state, or local government or to establish
the geographical scope of the regulatory programs of government agencies. Persons intending to engage in
activities involving modifications within or adjacent to wetland areas should seek the advice of appropriate federal,
state, or local agencies concerning specified agency regulatory programs and proprietary jurisdictions that may
affect such activities.
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J
Appendix J
NCNHP Data Explorer
Project Report

a Mall
a� i NC DEPARTMENT OF
■ ■F:aa1 NATURAL AND CULTURAL RESOURCES
• mom
Johanna Velasquez
HDR Inc
440 S. Church Street
Charlotte, NC 28202
RE: Silas 44kV
Dear Johanna Velasquez:
Roy Cooper. Governor
Susi Hamilton. Secretary
Walter Clark, Director, Land and Water Stewardship
April 8, 2020
NCNHDE-11811
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project
boundary. These results are presented in the attached `Documented Occurrences' tables and map.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is documented within the project area or indicated within a one -mile
radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service
(USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Clean Water
Management Trust Fund easement, or an occurrence of a Federally -listed species is documented
near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at [e-mail] or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
1) 121 W. JONES STREET, RALEIGh 1_ NC 27603 • 1651 MAIL SERVICE CENTER. RALEIOH. NC 27699
OFC V19 707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Silas 44kV
April 8, 2020
NCNHDE-11811
Element Occurrences Documented Within Project Area
axono EO ID Scientific Nam ommon Name Las Element Accuracy Federal State Global State
Group Observation Occurrence Status Status Rank Rank
fete Rank
Freshwater Fish27573 Carpiodes sp. cf. "Carolina" Quillback 2007-05-16 E 3-Medium
cyprinus
Natural 1327 Piedmont Bottomland --- 2012 B 2-High
Community Forest (High Subtype)
Natural Areas Documented Within Project Area
Site Name
Carters Creek Forest
Representational Rating ective Rating
R4 (Moderate) C5 (General)
No Managed Areas Documented within the Project Area
Significantly GNR S2
Rare
G3G4 S2
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.ora/content/help. Data query generated on April 8, 2020; source: NCNHP, Q1 Jan 2020.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 4

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Silas 44kV
April 8, 2020
NCNHDE-11811
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name
Group
i
Last —
servation
Date
Element Accuracy
Occurrence
Rank
Federal
Status
State Global State
tatus Rank Rank
Dragonfly or 31275
Damselfly
Dragonfly or 33159
Damselfly
Freshwater Fish27573
Moss
Natural
Community
Macromia margarita
Ste nogomphurus
consanguis
Carpiodes sp. cf.
cyprinus
11908 Tortula papillosa
Mountain River Cruiser
Cherokee Clubtail
"Carolina" Quillback
Papillose Tortula
1327 Piedmont Bottomland ---
Forest (High Subtype)
1994-05-22
1993-05-20
2007-05-16
1948-06-22
Natural Areas Documented Within a One -mile Radius of the Project Area
Site Name Representational Rating
Carters Creek Forest R4 (Moderate)
Managed Areas Documented Within a One -mile Radius of the Project Area
1`7araged Area Name
Forsyth County Open Space
Davie County Open Space
Davie County Open Space Easement
2012
1
H?
H?
E
H
3-Medium
3-Medium
3-Medium
4-Low
B 2-High
Collective Rating
C5 (General)
Owne Owner Type
Forsyth County: multiple local government Local Government
Davie County: multiple local government Local Government
Davie County Local Government
Significantly G3 S2?
Rare
Significantly G3 S1?
Rare
Significantly GNR S2
Rare
Significantly G5 S1
Rare
Peripheral
G3G4 S2
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.ora/content/help. Data query generated on April 8, 2020; source: NCNHP, Q1 Jan 2020.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 3 of 4