NCC232874_MODIFICATION Supporting Documents_20240820 (4)

If DUKE
ENERGY®
CA <OLI NAS
R-5759 STATESVILLE ROAD PHASE 1
DISTRIBUTION PROJECT WO#20743475
WILKES COUNTY, NC
LATITUDE: 36.13273889°
LONGITUDE: 81 .10296111°
•
y�� ''` SHEET LIST:
COVER SHEET SHT 1 OF 12
PROJECT AREA OVERALL PROJECT LAYOUT SHT 2 OF 12
EROSION&SEDIMENT CONTROL PLAN 1 SHT 3 OF 12
MIGRATORY BIRD HOTLINE EROSION&SEDIMENT CONTROL PLAN 2 SHT 4 OF 12
STATE AND FEDERAL LAWS PROTECT ALL SPECIES OF NATIVE BIRDS FOUND THROUGHOUT THE DUKE ENERGY r^� ,_, EROSION&SEDIMENT CONTROL PLAN 3 SHT 5 OF 12
g77D EROSION&SEDIMENT CONTROL PLAN 4 SHT 6 OF 12
SERVICE AREA.INTERACTIONS OF BIRDS WITH GENERATING FACILITIES,TRANSMISSION AND DISTRIBUTIONS, 21934 J 4, EROSION&SEDIMENT CONTROL PLAN 5 SHT 7 OF 12
SUBSTATIONS,OTHER STRUCTURES AND EQUIPMENT,AND OPERATIONS ARE POTENTIALLY HARMFUL OR FATAL TO North
BIRDS. DUKE ENERGY OPERATES THESE 24-HOUR MIGRATORY BIRD HOTLINES TO ASSIST EMPLOYEES AND wiixesboro n EROSION&SEDIMENT CONTROL PLAN 7 SHT 9 OF 12
e o EROSION&SEDIMENT CONTROL PLAN 7 SHT 9 OF 12
CONTRACTORS WITH RELATED INCIDENTS THAT OCCUR DURING WORK ACTIVITIES. M.morei _- l EROSION&SEDIMENT CONTROL DETAILS 1 SHT 10 OF 12
m EROSION&SEDIMENT CONTROL DETAILS 2 SHT 11 OF 12
CAROLINAS:800.573.3853 FLORIDA:727.386.3084 MIDWEST:317.430.4497 PP=--- . s 2`ad NCG01 DETAIL 1 SHT 12 OF 12
Gao Th ,e° NCG01 DETAIL 2 SHT 13 OF 12
SPILL REPORTING HOTLINE
E1.1aw sr Dam°
e
IN ORDER TO ENSURE THE PROTECTION OF HUMAN HEALTH AND THE ENVIRONMENT,FEDERAL AND STATE LAWS
REQUIRE THAT CERTAIN TYPES OF SPILLS AND UNPERMITTED RELEASES BE REPORTED TO THE PROPER Pro i
REGULATORY AGENCIES AS SOON AS POSSIBLE FOLLOWING IDENTIFICATION.IMMEDIATELY NOTIFY YOUR a. .
SUPERVISOR AND THE FIELD ENVIRONMENTAUEHS PROFESSIONAL WHEN A SPILL OR UNPERMITTED RELEASE IS 3 4'°
DISCOVERED.IF YOU ARE UNABLE TO REACH THE FIELD ENVIRONMENTAUEHS PROFESSIONAL,CONTACT ONE OF �ymp Joe na°6 LG
g`, y µen, v
THE DUKE ENERGY SPILL REPORTING HOTLINES AT: -- `'ire, c�
CAROLINAS&MIDWEST:800.527.3853 a
FLORIDA:866.769.1266 • R,
€ _ _ o
-.. Iwo,Mayfair, 9
a- 3
W atsomBremelEa0'1 0
-'
o.
1-d9e..rvo„d qo
rY
,,beyn d
Z
0
fr I-
3 D
' CO
W SE
U Ga I p
3 ® r 0
CA"''' 8
E�S' J HERE,Gain,(c)OpenStreetMap contdbutors,and the GIS, Gamin, CO
414 I
�N user
community,Sources:Esri,HERE,Garmin,Intermap, Q
wx increment P Corp.,GEBCO,USGS,FAO,NPS,NRRan Japan,METI, d EsU China
IGN,Kadaster NL,Ordnance Survey,Esd Ja
Esri China(Hong Kong),(c)�OpenStreetMap contributors,and the
a
GIS User Community
0
VICINITY MAP w
J
SCALE: 1:40,000 J
Ui
w
a
- co
,Qf y9r = Dewberry® �� DUKE CT
R-5759 STATESVILLE ROAD PHASE 1
DISTRIBUTION PROJECT
SEAL �: : ENERGY, WO#20743475
055132 . = Dewberry Engineers Inc.
2,9v'1'GI,,,e.e. SUITE2610 COLIFF ROAD
�C •.A -, - RALEIGH,NC 27607 CAROLINAS COVER SHEET
1 MX7486061 3/29/2024 PERMIT MODIFICATIONS-DESIGN UPDATES CAG JFA ZAE PHONE: [phone]
0 MX7486061 12/11/2023 FOR CONSTRUCTION CAG JFA ZAE v/S/L4/L4 FAX: [phone]SOUTH NCBELS#F-0929 526 u oe0 CHURCH STREET
CHARLOTTE N.C.28202 a wNe SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED Dewberry Project No.50160689 www.dewberry.com TELEPHONE NO.[phone] D MX7486061 1 OF 13

giw ..•. ,
Ilifit....0' . .. .
-
y
'sS. ^r r. T � "�'�► T« = s"'t. _ ? �' ^� *' _ F f t `r jt'J- � l.-g y,-
��
f - ,ft_ r_ r4,..s r.•
=# r ''',..'Y• x, t," I '"- .:v V.4,-",-„, _y,,,,v,a.. -' ..,r-.a ''" ''>#. ;- f -4 ,o,.A-. \�`� -°y - 1yQ0 ..
" -"..1'41 . :i saw' '�"" s ;; , _ -'''''- -- ; ,� s �a 3 s ?, J� "P ,-
v " r1G s- _ �''� 'l'y,:_v any. v -4 '"t .'I, -.¢„d^",?" ` ,�„ _ a
...a>v _p,+".N,. e..5ifi {r3.*' -' f-`'am.e't" , _ ,o'bsy ,.,.., \w,� ,. fit.`. ' t � _ 1 i
T .
" .t . .t. . .'.. �'`..^'.e _t< �` y6',, ,. .'%`-` -41, T C t - P; EAGLE LN - -._.y \
- y. I _ g� .. w 1 a.-.
i .e.p �y
r
fr
i. $
i
\ ,te0C6ra .
1-e'4
r..
I.
'‘ - . ) ,fir t.!' .,,: - - 1 ,,
• o
'� 1 ,� } ' f ; HUNTER RO �
}1 > '"" S �. 4 b b'1'' h y+nF,(SR 2448),� Zn
ear
�r I 2s
y
X; m .1 • a
I Zm
::,,, ,,;_,,,, i ,, ,, ,
eq- ' .::, -= , .- . . .
, - ! 1- %,. - . 4 . ,„ ... ..,... . k .
.,.,, _r.,:.... ..,:,,cis „_. ,- ,...1.. , - .... ,,
__ ,.. , ,,,, , .
1,, .,,,,IT . . .
•
'R _). 9 _y f • -4, y - T. # Y 2E_'a4'y#�.. r �J• t* V S 1!• __ _ - 1
111
0 90 s4'ass y r r ..
r
,. ' '� 7 .-_ '2 ..:� -!'SF", - os% iC��}^_ �, .g I I ,. + ;I} , ' 4-, .»" '+' pA ' I
H
.>+$"'0 :fdAR.;rsESVILLE -• --
Z? k
I.
EEp
t >' ..a;4 '7; Y. 'i �. . VIEWPOR7 4!I VIEWPORT 5 - ..�1' 1, :)`..,in 1 "� o - -,a x R +,�� r}' , =' V • !K.' 4c ) {,; ` a`�, s' - K'� z VIEW 3'. ° ) - 4` _+ ^.' -,-k 1 .x iA'. _ _
' - py • , 3 '� — 1 - --, -4't ' I - , A l + ?} f'�
.i -1 a. t -
Y ,y ..,.'_
W
PROJECT OVERVIEW o
ADDITIONAL NOTES SCALE:1:400 CL
1. ALL EROSION CONTROL MEASURES SHALL BE IN STRICT ACCORDANCE WITH LOCAL AND STATE 1 Z
STANDARDS-SPECIFICALLY THE NC EROSION&SEDIMENT CONTROL MANUAL AND ORDINANCES. Q
2. ALL DISTURBED AREAS SHALL BE STABILIZED AT THE END OF EACH WORKDAY. TOTAL LIMITS O F F
3. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL BMPs AND
CO
STRUCTURES TO ENSURE DEVICES ARE FUNCTIONING PROPERLY TO MINIMIZE EROSION AND SEDIMENTTx
TRANSFER. DISTURBANCE = 10.3 ACRE I-
4. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED DUE TO FIELD CONDITIONS INCLUDING THE USE OF ,t (1)
MATTING ON ALL DISTURBED AREAS. 3
5. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AT ANY TIME IF DUKE
ENVIRONMENTAL OVERSIGHT OR NCDEQ DEEMS IT APPROPRIATE TO MAINTAIN COMPLIANCE AND GOOD B w
STEWARDSHIP.
U
6. ANY STREAMS OR WETLANDS IMPACTS PROPOSED THAT ARE NOT INCLUDED IN THIS PLAN MUST BE APPROVED Q
PRIOR TO LAND DISTURBANCE. I I
7. NO WASTE,SPOIL,SOLIDS,OR FILL OR ANY KIND SHALL OCCUR IN WETLANDS OR WATERS BEYOND THE
PERMITTED PLANS(INCLUDING TEMPORARY IMPACTS). a
8. NO REMOVAL OF VEGETATION OR OTHER IMPACTS OF ANY KIND SHALL OCCUR TO COUNTY REGULATED Q
RIPARIAN BUFFERS BEYOND THE PERMITTED PLANS. Ce
9. ALL WETLANDS,STREAMS,SURFACE WATERS,AND RIPARIAN BUFFERS LOCATED WITHIN 50 FEET OF THE
CONSTRUCTION AREA ON THE PROJECT SITE SHALL BE CLEARLY MARKED PRIOR TO ANY LAND DISTURBING J
ACTIVITIES AND MUST BE MAINTAINED ON THE PROPERTY UNTIL THE PROJECT IS COMPLETED. J
10. ALL MECHANIZED EQUIPMENT OPERATED NEAR SURFACE WATERS OR WETLANDS SHALL BE REGULARLY
INSPECTED AND MAINTAINED TO PREVENT CONTAMINATION OF WATERS AND WETLANDS FROM FUELS, Lll
LUBRICANTS,HYDRAULIC FLUIDS OR OTHER POTENTIAL TOXIC CHEMICALS.CONSTRUCTION SHALL BE STAGED 1—
IN ORDER TO MINIMIZE THE EXPOSURE OF EQUIPMENT TO SURFACE WATERS TO THE MAXIMUM EXTENT 2 Q
PRACTICABLE.FUELING,LUBRICATION AND GENERAL EQUIPMENT MAINTENANCE SHALL NOT TAKE PLACE F-
WITHIN 100 FEET OF A WATERBODY OR WETLANDS TO PREVENT CONTAMINATION BY FUELS AND OILS.FUEL
SHALL NOT BE STORED WITHIN 100 FEET OF A WATERBODY OR WETLAND. B
\\\\PAN CA q0 E N-
)r
o ESs/ 44 R DUKE R-5759 STATESVILLE ROAD PHASE 1 fn
.4 sEALd*P9 �o Dewberry t� DISTRIBUTION PROJECT rx
ENERGY, WO#20743475
5 •. 055132 . = Dewberry Engineers Inc.
is j 4N (oQ:. 2610 WYCLIFF ROAD
�4o 4- • - RAEIGH,NC27607 CAROLINAS OVERALL PROJECT LAYOUT
I 1 MX7486061 3/29/2024 PERMIT MODIFICATIONS-DESIGN UPDATES CAG JFA ZAE SUITE 410
PHONE: [phone]
0 MX7486061 12/11/2023 FOR CONSTRUCTION CAG JFA ZAE S1L4/$I FAX: [phone] 526 SOUTH CHURCH STREET
CHARLOTTE N.C.28202 s DRAWING SHEET
2 OF 13
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED Dewberry Project No.50160689 www.dewberry.com TELEPHONE Na(704)382-2741

C- / � �
__
A
C 1 \I�
j
)' �� -- JANET AND JAMES HARTLEY 1 ''7 7ko'
r __-_-- __-___ � PG_ I 1
��� 0
s �, —__--
S Si,,.53,7 _
[ 1 1
8,, ,0 W 0, 1* D T DB 1118
149
I� 1T0
„Li '',D / _,
'e LI
�'`� ---- _s o06'3�� e _ 0 - _ 1n12 e, I� I
m
- i-- ,
( , o
I
7jes1,0 S o• >ey 1- °jgz� ,t, 8's 174 'Oil 0' 0
`AVID ALAN HA BETTY JO :-OOKSHIRE BLACKBURN - I
0
\ J �r\DB B29 i 8� *` DBT801 AX MPG AP 254 ,� 11�0.. Y y/W�ON I c!,,
r> / ciY
rc L EX.PAVED DRIVEWAY t HA 11T6 I e�' I
A EX.GRASS DRIVEWAY BUMGARNER SERVICES,INC EX.PAVED ° 7� �� DB 1080 PG 378 /� / �� •
I DB 1255 PG 216 DRIVEWAY' iii'
_ ,..0 k
4 PUE� t�•IE1CF�6�'iPNrF!•i eH6f..,E ... -.. •• .UE II•• oi,Z�oiu�ipyET0S�o„c -.. - ..'A?
.UE�PUEiliffirs UE�ppP � aW r:.:Y.
EXISTING R — — 1-- , g
_ VilL� _ � R..'NI.1, awRPr Rw WRw Rw ire
TiIfcNR aW -Aiiii s3Fi•� 051 4> 11A8
V H ° Mo �tl °o —9 O Ti ' -. a IP 5.1� ,. RW Rw _� loD�l tIN .
\
IP Y ���
�ri . _ � 1
e�
NC 115/STATESVILLE RD - •" -AiNk ���' NC 115/STATESVILLE RD
` EX.15"CMP EX.15"CMP 41
"
_
y. �/ EX.15"HDPE __ _ -- -
�S v° $
,o i�7
RW RW COWL�11 —RW fM1N RW—RW J RW RW RW—RW RW ` __ - �_ -- _ - f89- -
-rtXSTMG RW- -
RW—RW RW Rw�--RW RW --__
¢/ Q RW�RW�RW�RW�RW—RW RW�RW�RWRW - - E- $ ----- �� - - 1178 -
6oLLAROs ediLAR 5— �a - 7172 _ - �•
m EX.PAVED o / - 7170 as"WW&1S q- -
PARKING LOT�� m I 1166 11 rt� Rh,
(II �e-stiF
iM - GN
e *@
r
/ O HM GAS PUMP - EX PAVED 9164 p
Allr ® 1 144/ 1 PARKING LOT
r Q 8 /I _ ,_
o w a.,
AS UG YANK -
£
3
a
\ r
---- _a 1,7 l / 117E JOHNSON OIL_.AND TRACTOR, INC ,, k _ 1 =�.,_ awl-A k \I I
/�-- - 6 1174 DB 520 PG 497 11 I _ \_RW Rs''
-__- - -."1 3 __ -- R JANICE A ASHLEY AND -
7T
_ OB T
JDB 946APG 111
N S;
U _
�. -
i—---
w ( ROBERT EUGENE AND --R-OBERT E. ASHLEY
N �� `., A ,r J JANICE GREER ASHLEY - LINDA K. ASHLEY SALL
I
_gg co
Od.3q-46, DB 678 PG 504 —_ --JA1•A ES M. ASHL=Y
- -
DB 937 PG 40m h
p O
LEGEND VIEWPORT 3 NOTES:1. FOR UTILITY INFORMATION,SEE DISTRIBUTION DESIGN PLANS(WORK ORDER#20743475). I-
DEP PROTECTIVE BUFFER
2. NOT ALL EXISTING UTILITIES ARE SHOWN.LOCATIONS SHOWN ARE APPROXIMATE.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE EXISTING UTILITIES,BOTH VERTICAL W
PUBLIC UTILITY EASEMENT -PUE—PUE— COMMERCIALLY MADE MAT - — —oEP-
(20'FROM NON-CAMA WETLANDS AND HORIZONTAL,PRIOR TO THE START OF CONSTRUCTION.THE CONTRACTOR SHALL NOTIFY NC 811 PRIOR TO EXCAVATION.CONTRACTOR SHALL NOTIFY DUKE ENERGY IMMEDIATELY IN O
PROPOSED OH AND 30'STREAMS) 811 THE EVENT OF ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING DEVIATION FROM THE PLAN.COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR.
AERIAL UTILITY EASEMENT —SUE — _ — KnOW WI18t'S b@IOW. a
DISTRIBUTION LINE 3. WATTLES ARE SHOWN FOR GRAPHICAL DEPICTION OF LOCATIONS.WATTLES ARE TO BE PLACED ON THE DOWN SLOPE SIDE OF THE LAND DISTURBANCES TO PREVENT SEDIMENT FROM Z
Call before you dig.
PROPOSED CONSTRUCTION PROPOSED UG o LEAVING THE SITE AND ENTERING WETLANDS/STREAMS.ESTIMATES ARE MINIMUM NUMBER OF LINEAR FEET ANTICIPATED.SEE DETAIL SHEET.ADDITIONAL WATTLES SHALL BE UTILIZED AS
—¢ FEMA 100-YEAR FLOODPLAIN
EASEMENT DISTRIBUTION LINE � 110/_ NECESSARY TO KEEP SEDIMENT OUT OF STREAMS AND WITHIN ROW LIMITS. D
PROPERTY LINE -__ ___ EXISTING OH DISTRIBUTION — - _ STREAM/CHANNEL -•-••-••- -••- 4. ACCESS LOCATIONS WITHIN THE DISTRIBUTION LINE RIGHT-OF-WAY AND DOT RIGHT-OF-WAY ARE APPROXIMATE.ACTUAL LOCATION MAY VARY BASED ON THE FEASIBILITY AND WEATHER CO
LINE TO BE REMOVED
CONDITIONS. E
EXISTING UG DISTRIBUTION y L Ca.
LINE TO BE ABANDONEDI-
EXISTING NCDOT ROW Rw Rw ___ • WETLANDS I//////I�-�J' 'WARNING: 5. SEED SLOPES 3:1 OR FLATTER.SLOPES STEEPER THAN 3:1 SHALL BE MATTED. ! E I
EXISTING OH DISTRIBUTION PROPOSED NCDOT ROW -Rw—Rw- • - I�/ A A
OPEN WATER V OVERHEAD POWER IN VICINITYA 6. PROJECT IS LOCATED IN THE YADKIN PEE DEE RIVER BASIN.
LINE TO REMAIN o OF WORK AREA. CONTRACTOR W
LIMITS OF DISTURBANCE —LOD— EXISTING UG DISTRIBUTION MACHINE CLEAR,NO I A WORKINGS AROUND ENERGIZED © 8. CLEARING METHODS SHALL BE IN ACCORDANCE WITH DUKE ENERGY'S RIGHT OF--WAY CLEARING SPECIFICAT ON7. EQUIPMENT SHALL NOT BE STORED IN THE FLOOD PLAIN.SEE FIRM MAP 3710387700J DATED MARCH 2,2009 FORFT4-11 S.1PLAIN INFSHALL UE CAUTION WHILEORMATION. Q
LINE TO REMAIN GRUB:ROW
PROPOSED CONSTRUCTION LOW IMPACT/SENSITIVE CLEARING, - POWER LINES. I I
ACCESS/ROAD POLE(INSTALL) • NO GRUB:ROW , 4 9. CONTRACTOR SHALL PERFORM AND DOCUMENT EQUIPMENT INSPECTION PRIOR TO PERFORMING WORK. 0
EL
EXISTING 2'CONTOURS -- POLE(REMOVE) 0,.. LIGHT(INSTALL) , la CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCE AS NEEDED TO PREVENT SEDIMENT FROM BEING TRACKED ONTO ROADWAY. Q
l CAUTION: 11. CONTRACTOR SHALL INSTALL ADDITIONAL E&SC MEASURES AS NEEDED TO PREVENT SEDIMENT FROM ENTERING DITCHES. 0
WATTLES POLE(EXISTING) • LIGHT(REMOVE) "' UNDERGROUND TELEPHONE AND L/ �1
FIBER OPTIC LINES ARE IN 12. SITE SHOULD BE"STORM READY"AT THE END OF EACH WORK DAY/WEEK. J
CONSTRUCTION ENTRANCE PROPOSE GUY/ANCHOR LIGHT(EXISTING) A VICINITY OF SUBSTATION. 13. SEE DETAIL SHEET FOR EROSION CONTROL INFORMATION AND MAINTENANCE REQUIREMENTS.
CONTRACTOR TO VERIFY 5
INLET ROCK PIPE PROTECTION ' IP REMOVE GUY/ANCHOR -30 CULVERT PIPE 'LOCATION
J LOCATION PRIOR TO DIGGING. W
i-
RIP RAP OUTLET PROTECTION d oP EXISTING GUY/ANCHOR L.,
I-
.`o�bEssld72c nE o
`.-r DUKE R-5759 STATESVILLE ROAD PHASE 1 r
HORIZONTAL = o, *99' Dewberry® DISTRIBUTION PROJECT
SEAL �: _ :! ENERGY. WO#20743475
GRAPHIC SCALE = • 055132 Dewberry Engineers Inc.
5o 0 25 50 100 it N EQ'•O 2610 WYCLIFF ROAD
SUITE 410 Ap pG 5. ��\ — RALEIGH,NC27607 CAROLINAS
EROSION&SEDIMENT CONTROL PLAN 1
1 MX7486061 3/29/2024 PERMIT MODIFICATIONS-DESIGN UPDATES CAG JFA ZAE PHONE: [phone]
0 MX7486061 12/11/2023 FOR CONSTRUCTION CAG JFA ZAE N FEET) 51L4/L4 FAX: [phone] 526 SOUTH CHURCH STREET
CHARLOTTE N.C.28202 s wNe SHEET
3 OF 13
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED 1 inch= 50 ft. Dewberry Project No.50160689 www.dewberry.com TELEPHONE Na(704)382-2741

— y e e97 P� ze (PLAT] m '',-,',../
rn a a�� D m o
Ir I \ , NW' c_t-.. E3-, pp- a ,
z
m n d " �,` � oMAs F. ANV m 0
I 1 V v - DOROTHY C. HUNTER, * I
y
OIr / I I 1 1 I JOHN F. DONOGHUE, BISHOP �CA,A A I A ___DB 394 PG-251--C 71 r -
z 1 p OF THE ROMAN CATHOLIC P y vv v Q
X / 1 V DIOCESE OF CHARLOTTE, NC M� �1
to `�. / \ DB 630 PG 579 �i. A A \ TOS 18'1,6' +" v --___ �V ...I�
/ 1 \ \\ \INV 11 7.'6' U1
h 11 1 I � 1 ILKE OUNTY :CAR• •• EDUCATION T" "� 8^,
�� I �� DB 28' PG 1 _
- 't 5 V
ry // \ \\ 2 / � r II
= g a IDB 1281 •G 211
'�
I PB 10 PC 85 ) . - - �`�
Ec,
�� waa E aW�
I PETER J. JUGIS, BISHOP OF THE ROMAN 1'�7-NW vim' to m ��` a
V `43i CATHOLIC DIOCESE OF CHARLOTTE, NC ccam�,, �� \( .
1-11. I «H
DB 1199 PG 411 t7 �;.r' / ��'
w o\
OI I EL NB OW cI � \ � 43 •a JE B 48A PGR20 N
I / 'Ph. JJ '41 OP-180':' ---I _ !1`6 \ �r/�:/J P46 ��.
�i �6 INV 1 3: Z;/ � �c ro'
z k <o 1, ENV-tl 8' Rw, /// E - �,. EX.PAVED m
\ �� _ % DRIVEWAY
d 'I m 1 9
o v Th...,
S
I ilb
I 0' o,,_,,,tt 4A,/,. 2531 ,,,- oR�2 - EXI RW P C 48 L E �..
P
�� .'<FW y� .0 T- _ MilMN MMMHMtl MN
N
I � .41011 '4. ma
'1� qd o RW RW RW R.�i V�� RW R�.
--- •'TOP 118^•6 V�11603 I—F IrvY TL o I `\ I I END NOT-FOUND _ INV-1175.06'
• MTL _
__ (FM) INV=181 46',
Nv=tna.os EX.GRAVEL SHOULDER / EX.8"Dr
CONC 11 I NC 115/STATESVILLE RD\ / F
�c U MI z II
D� 0� \MTL _ _ ' .. • —I o1—no,— • e \ �� '
--—1180-- < 18 CUP . ° Pva
•, / • \ I I e C =q . . MN - "�wr� 'MMN— N1 -
p
v � �� Nr
m I �I� va v-fi2ge_1f78 n '� ���7Il_ — •I Ir\ _ — I � —__ / _� P �fd) �- a1111_�4MN MN ..,Ail_ �I 1} 22 � � • �_ MH
+8„WW $TSBW_R1w O r \ A,.r‘%1\
\ \ ao T 4�{ — ... .. L: �� �1W —ROT"- RW., �1W R. RW RW — j4. �_ RW
m �.. 8 00
1—LoE) 3
\ ry \ \ !} /D LOp L PpE ^^pp•�.4GP-. �# A PUE E RAILPUE—PUEUNI- PUE- PUE U PUE PU= PU PUS PUE
` A 7 17,92
o. E3 �V 0 �� EX.GRAVE
I irl
• A A / 11 7 Bp 18 g4, _ _ EX.48"CHAINRs _ I m WAY
�� n ��B "2 8 z LINK FENCE �t h DRIVE
& 7
V ?a _ o ro o`E� ��EX.PAVED PZ
1
o `' w ®� 1 o DRIVEWAY I ��
CC
e
} _ 1 CON OP na�7.'I
L3��- -€_, E s E DENNSeir
WN
cam, ES Fi '11-
--' T-I D B ' 9I` • / F & S INVES ENTS ----p I DB 674 PG :22 ���r F & S INVESTMENTS �PB©
y 3 I PB 11 PG .28 c 1
S DB 674 PG 922 I m
V IL :Z PB 11 PG 212 -
z Io N
_ •m
« �31. «�-___ r , z i - -
40
oo I
ERT E. ASHLEY i __-_0 - W ANGEL LZ FOSTER
--<�_.. _ SHELq
o ELIZABETH PAIT
N.
E,_,/ ,
K. ASHLEY ,ALL I __ DA 1236 PG 83
IES M. ASHL_Y
B 937 PG 40m
ti 3 PB 2 PG 6 V
1 Ae
N\-+Ip p J� J_ TERRY BUMGA Nc ' N
i .�, / . . DB 680 PG 7291 It
w 0
LEGEND VIEWPORT 4 NOTES:1. FOR UTILITY INFORMATION,SEE DISTRIBUTION DESIGN PLANS(WORK ORDER#20743475). I-
DEP PROTECTIVE BUFFER
2. NOT ALL EXISTING UTILITIES ARE SHOWN.LOCATIONS SHOWN ARE APPROXIMATE.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE EXISTING UTILITIES,BOTH VERTICAL W
0
PUBLIC UTILITY EASEMENT -PUE—PUE— COMMERCIALLY MADE MAT - — —oEP-
- (20'FROM NON-CAMA WETLANDS AND HORIZONTAL,PRIOR TO THE START OF CONSTRUCTION.THE CONTRACTOR SHALL NOTIFY NC 811 PRIOR TO EXCAVATION.CONTRACTOR SHALL NOTIFY DUKE ENERGY IMMEDIATELY IN O
PROPOSED OH AND 30'STREAMS) 811 THE EVENT OF ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING DEVIATION FROM THE PLAN.COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR.
AERIAL UTILITY EASEMENT —AUE — _ — KnOW WI18t'S b@IOW. a
DISTRIBUTION LINE 3. WATTLES ARE SHOWN FOR GRAPHICAL DEPICTION OF LOCATIONS.WATTLES ARE TO BE PLACED ON THE DOWN SLOPE SIDE OF THE LAND DISTURBANCES TO PREVENT SEDIMENT FROM Z
Call before you dig.
PROPOSED CONSTRUCTION PROPOSED UG o LEAVING THE SITE AND ENTERING WETLANDS/STREAMS.ESTIMATES ARE MINIMUM NUMBER OF LINEAR FEET ANTICIPATED.SEE DETAIL SHEET.ADDITIONAL WATTLES SHALL BE UTILIZED AS
—¢ FEMA 100-YEAR FLOODPLAIN
EASEMENT DISTRIBUTION LINE =---"N IF r_ NECESSARY TO KEEP SEDIMENT OUT OF STREAMS AND WITHIN ROW LIMITS. D
PROPERTY LINE -__ ___ EXISTING OH DISTRIBUTION — - _ STREAM/CHANNEL -''-''-''- -'- 4. ACCESS LOCATIONS WITHIN THE DISTRIBUTION LINE RIGHT-OF-WAY AND DOT RIGHT-OF-WAY ARE APPROXIMATE.ACTUAL LOCATION MAY VARY BASED ON THE FEASIBILITY AND WEATHER CO
LINE TO BE REMOVED
CONDITIONS. E
EXISTING UG DISTRIBUTION y L Ca.
LINE TO BE ABANDONEDI-
EXISTING NCDOT ROW Rw Rw ___ -" -"WETLANDS I/ " �-�J' 'WARNING: 5. SEED SLOPES 3:1 OR FLATTER.SLOPES STEEPER THAN 3:1 SHALL BE MATTED. .t
EXISTING OH DISTRIBUTION
PROPOSED NCDOT ROW -NW—Rw- • - I�/ A A
OPEN WATER V OVERHEAD POWER IN VICINITYA 6. PROJECT IS LOCATED IN THE YADKIN PEE DEE RIVER BASIN.
LINE TO REMAIN o OF WORK AREA. CONTRACTOR W
LIMITS OF DISTURBANCE —WE— EXISTING UG DISTRIBUTION MACHINE CLEAR,NO I © SHALL USEAROUNDCAU TI ON WHILE ENERGIZED © 8. CQLEARING METHODS SHALL BE IN ACCORDANCE WITH DUKE ENERGY'S RIGHT OF--WAY CLEARING SPECIFICAT ON7. EUIPMENT SHALL NOT BE STORED IN THE FLOOD PLAIN.SEE FIRM MAP 3710387700J DATED MARCH 2,2009 FORFTL4105.1DPLAIN INFORMATION. Q
LINE TO REMAIN GRUB:ROW
PROPOSED CONSTRUCTION LOW IMPACT/SENSITIVE CLEARING, - POWER LINES. _
ACCESS/ROAD POLE(INSTALL) • NO GRUB:ROW , , 9. CONTRACTOR SHALL PERFORM AND DOCUMENT EQUIPMENT INSPECTION PRIOR TO PERFORMING WORK. d
0
EXISTING 2'CONTOURS -- POLE(REMOVE) •,.. LIGHT(INSTALL) UNDERGROUND TELEPHONE AND, 10. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCE AS NEEDED TO PREVENT SEDIMENT FROM BEING TRACKED ONTO ROADWAY. Q
l CAUTION: 11. CONTRACTOR SHALL INSTALL ADDITIONAL E&SC MEASURES AS NEEDED TO PREVENT SEDIMENT FROM ENTERING DITCHES. 0
WATTLES POLE(EXISTING) • LIGHT(REMOVE)L/ �1
FIBER OPTIC LINES ARE IN 12. SITE SHOULD BE"STORM READY"AT THE END OF EACH WORK DAY/WEEK. W
CONSTRUCTION ENTRANCE PROPOSE GUY/ANCHOR LIGHT(EXISTING) © VICINITY OF SUBSTATION. 13. SEE DETAIL SHEET FOR EROSION CONTROL INFORMATION AND MAINTENANCE REQUIREMENTS.
CONTRACTOR TO VERIFY 5
INLET ROCK PIPE PROTECTION '® REMOVE GUY/ANCHOR -3i CULVERT PIPE L LOCATION PRIOR TO DIGGING. W
J I-
RIP RAP OUTLET PROTECTION d01 EXISTING GUY/ANCHOR 0
I-
�`o�•b Essld 72 c nE o L9
`/ DUKE R-5759 STATESVILLE ROAD PHASE 1
HORIZONTAL = o� �99' • Dewberry® �� DISTRIBUTION PROJECT ct
• SEAL �: _ :! ENERGY. WO#20743475
GRAPHIC SCALE - •• 055132 Dewberry Engineers Inc.
so 0 25 sc 100 it'N 1,.(3 2610 WYCLIFF ROAD
� Ap p 5. �``\ - SUITE 410 RA EIGH,NC27607 CAROLINAS EROSION&SEDIMENT CONTROL PLAN 2
1 MX7486061 3/29/2024 PERMIT MODIFICATIONS-DESIGN UPDATES CAG JFA ZAE PHONE: [phone]
0 MX7486061 12/11/2023 FOR CONSTRUCTION CAG JFA ZAE IN FEET I 51L4/L4 FAX: F-09299.981.9923 526 SOUTH CHURCH STREET
CHARLOTTE N.C.28202 s wRe SHEET
4 OF 13
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED 1 inch= NO ft., Dewberry Project No.50160689 www.dewberry.com TELEPHONE Na(704)382-2741

Rv4 F �- ®'� - JIMME.B. AND• - are 23a�8„, - --_ --� -.+ r. � -
.. R e JEWEL A. BROWN Y F. BRINEGAR `.�}� - kR, / SEX.GRAVEL
T .'MAN AND
05�25'21' �: 519 PG 78 R DRIVEWAY
w DB 484 PG 2� DB •G 242 �y
.. ��
PB 2 PG 6 '1V� G 8 �` �_ s F7 lj ies0
�` 93 80 oY oo A ��
I ACCESS TO THIS POLE FOR ANCHOR L ,� s'
INSTALLATION AND TREE CLEARING :T? ,z. • '�
f• a _ WILL NEED TO BE COORDINATED WITH 'v `2 RW 1 �y i / �b
E o�dC-� BUSINESS OWNER DUE TO CARS G; e I / -N-+ i 4��7
a
UR AND ° 2 .GS, LLC >"- �- " EX.DIRT c I L'- _ L
// BLOCKING ACCESS. ��,
i
�I m D6 / DRIVEWAY ,�110' l r A
3EL 48•.PBROOWN - a 111� , „ E. _ ti .`.I�\ „
YYY 3 m
G
0
" ,\ EX.GRAVEL • _ - / W r
'‘
�� \I V oO c DRIVEWAY �_ 3 RAC a� �' , / Rv+ EX.GRAVEL AV
♦ _ r —L - / Q,- Rw�e o / DRIVEWAY ^ LEX.INK
CHAIN
R • 0 .. -J O ®hn,_v#6'�rBM'�idtN� oBev_so ' s, (6 A .�- o^ LINK FENCE
l nEX R R 6 6 6 6 E E E O //'e/-G,A `[I
DRIVEWAY �JV ._ W w w RW. RW EN_ RW R RW RENDS[NOT FO RM a° ��/' R RJR` \ao6 TESVAYVE RO \ 0
I 6
R.
N pRV�. RW DI �.1 G q• N '—,1'T•� Ol 1—am of R Rw
4y'�� �R ♦ \ aoa o.Y�s-" �,�y� � ao ♦ I SP /'�
1 11 IW6 W __ RW E4�.R Eil �iYW ° R RW—�.- W RW RW RW a „y Q—;)Op� / NC 415 S
TOP-11 .W .12'RC` '-� . \ IP �' RW— V p $
.r.� 01>✓1�� / ""' I / FEMA 100-YEAR FLOODPLAIN / oo^ oo a/ / �°' �� ,�OP'0'
SIZE/MA/RIA / -
EX.8"DIP / v IlkNC 1151 STATESVILLE RD EX.PAVED DRIVEWAY EX.18"RCP _ao o ��� I ' O
o U-04 1 k v OOl MN d
Id ,vc Ao OP a Pvc. w PW Rw RW---Rw•
I 0��?j
3.( MN—MN—NW Mil MP.SfI 411 �'Li,_ ..I MN 21 MN Mil_MH M8._,.X Ma I AFN MN_ MU Mtl - —Fax—a,u a - - a 3 \ / / / /\ 0�\�
litIL S.I RW FA RW RW-�R L I ' �� \ I
-RW—'� RW' RW RW Rt9 ���.T. - RYy J >U w i , RW —RW RW r RW���'RW.8 R `RW RW RW RW RW—RW RW� B.Ob �� 5'{\ ��-y
�T — ;— — — T .. -.
9 M
V
o g - o r ,�"o ?•n�� �,y iJI6_.9' a� �110 EX.72"CHAIN ��
PUE PUS PUE PD') PUE UE�°'U 3Dtl 3Rtl env Ptic PUE PUE PUE PILE PUE - — — - - N 4 C—
s �� ° a
t-
( I f cpT, 1 - LINK FENCE WITH Q�
/// //�� P9@�V11E�169 WQ @IlEO OE �,
EX.GRAVEL E �� � ^" o/ NI\
^ ��,� ABED WIRE
DRIVEWAY ' °o °�� _ --6, �� ^ _
o il
l "� o ti � BI R\ oEX PAVED � ° ANGE LOTS FOSTERSII .N 61
.,>
0 1
1 J.. DRIVEWAY S £I ZA
} 8 ,y'b a0 ,.a° ♦\° ,\g0 ,,g, 45 \N1 111E DB.J1225 PG CONTRACTOR TO PERFORM - - - , -:."40 - -
N /
y2 �` ^ ,^� '^ '� �, /'� 2 PG 6 LANE CLOSURES AS NEEDED W� -- r� 'o� �-i 3sa'
s'` 1'' y�4 ) 1158 �156 " ,50 ,^off' �" ,^� �n^�` ,�'.'6� ,��9`O ,�Lry'L / A.�2 \ FOR CONSTRUCTION v
v. --r. "-_- �d3c d3a ! / �� _^�l''.J(NW) 113 28
W - JANICE G. ASHLEY �� o� � �' a� i r -% _ - - -,.,-, .. ^---
r.."_
'. , ROBERT E. & / ;� / - C _- = �' T / R /
,o f � ROBERT E. & / / J - 0 99 '�! _4 - � SUE S GMON AND
ECD
- DB 908 PG 570 z ANGEL LOIS FOST" /
PB 2 PG JANICE G. ASHLEY SHEILA ELIZABET •AIT / � - O A LARRY ADAMS
® DB 753 PG 222 \i . - l , - PG
a
AM Q74� ��1 DB 1151 429
'L, `^Io REDMOND REAL ESTATE, LLC PB 2 PG 6 / - DBPg 236 G 683 1 �`JJ / —d3a— - PB 5 PG 55
o DB 1245 PG 169 �JG� / o° e
Rl -_. N=o3"a3 05 w PB 11 PG 571 / xj, "ifI / �� coos' \ �, PROPERTY OWNER LEGENI)
<172;
rn V - - —,7gss' / /4, 1 ,,,, F ' ! ri / /i ,,� ° ���� \
IS ANGEL LOIS FOSTER? ( 9 A THE�N OF
r SHEILA ELIZABETH PAIT / �� �� e'' FEMA 100-YEAR FLOODPLAIN NORTH WILKESBORO-DB 1236 PG 83 / P
DB 903-PG 117
O Z PB 2 PG 6 DENNIS M. BROWN �' pis,1 /
AmDB 1237 PG 139 / / , o /P 0
A ,/,? a
r
_/�� /. $ RANDALL H_ BURCHAM
f4—r
t; DB 876 PG 86
/ 55
N/:
W J_
/ / •
I / 3--"-/ / w �8 ,
I / /SCOTT ANTHONY JOHNSON • / // /
KATHERINE LEARY
/ ANGELIA JOHNSON y��� SCOTT ANTHONY JOHNSON °
CARLENE JORDAN �� EX PAVED DRIVEWAY KATHERINE LEARY "
/ DB 1237 PG 77 Eoa / ANGELIA JOHNSON
�CARLENE JORDANN-/ DB1237P-G7712-''
_ M
\I I-
L. � — —. j:f N
/ `I188tl /W -I j`w_( S 02'09'1�•. _ 7, 96
LEGEND VIEWPORT 5 NOTES:1. FOR UTILITY INFORMATION,SEE DISTRIBUTION DESIGN PLANS(WORK ORDER#20743475). U
W
PUBLIC UTILITY EASEMENT -PUE—PUE— COMMERCIALLY MADE MAT - — —oeP—
DEP PROTECTIVE BUFFER
2. NOT ALL EXISTING UTILITIES ARE SHOWN.LOCATIONS SHOWN ARE APPROXIMATE.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE EXISTING UTILITIES,BOTH VERTICAL
(20'FROM NON-CAMA WETLANDS AND HORIZONTAL,PRIOR TO THE START OF CONSTRUCTION.THE CONTRACTOR SHALL NOTIFY NC 811 PRIOR TO EXCAVATION.CONTRACTOR SHALL NOTIFY DUKE ENERGY IMMEDIATELY IN (3
PROPOSED OH AND 30'STREAMS) 811 THE EVENT OF ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING DEVIATION FROM THE PLAN.COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR.
AERIAL UTILITY EASEMENT —AUE — _ — KnOW WI18t'S b@IOW. a
DISTRIBUTION LINE 3. WATTLES ARE SHOWN FOR GRAPHICAL DEPICTION OF LOCATIONS.WATTLES ARE TO BE PLACED ON THE DOWN SLOPE SIDE OF THE LAND DISTURBANCES TO PREVENT SEDIMENT FROM Z
Call before you dig.
PROPOSED CONSTRUCTION PROPOSED UG o LEAVING THE SITE AND ENTERING WETLANDS/STREAMS.ESTIMATES ARE MINIMUM NUMBER OF LINEAR FEET ANTICIPATED.SEE DETAIL SHEET.ADDITIONAL WATTLES SHALL BE UTILIZED AS
—¢ FEMA 100-YEAR FLOODPLAIN
EASEMENT DISTRIBUTION LINE ...--"N IP r_ NECESSARY TO KEEP SEDIMENT OUT OF STREAMS AND WITHIN ROW LIMITS. D
PROPERTY LINE -__ ___ EXISTING OH DISTRIBUTION — - _ STREAM/CHANNEL -''-''-''- -'- 4. ACCESS LOCATIONS WITHIN THE DISTRIBUTION LINE RIGHT-OF-WAY AND DOT RIGHT-OF-WAY ARE APPROXIMATE.ACTUAL LOCATION MAY VARY BASED ON THE FEASIBILITY AND WEATHER CO
LINE TO BE REMOVED
CONDITIONS. Et
UG DISTRIBUTION y L Ca.
LINE TO BE ABANDONEDI-
EXISTING NCDOT ROW RW Rw ___ • WETLANDS I//////I�-�J' 'WARNING: 5. SEED SLOPES 3:1 OR FLATTER.SLOPES STEEPER THAN 3:1 SHALL BE MATTED. Lt I
EXISTING OH DISTRIBUTION
PROPOSED NCDOT ROW -NW—Rw- • - V/ A A
OPEN WATER V OVERHEAD POWER IN VICINITY 6. PROJECT IS LOCATED IN THE YADKIN PEE DEE RIVER BASIN.
LINE TO REMAIN o OF WORK AREA. CONTRACTOR W
LIMITS OF DISTURBANCE —LOD— EXISTING UG DISTRIBUTION MACHINE CLEAR,NO I © SHALL USEAROUNDCTI ENERGIZED © 8. CQUIPMENT SHALL NOT BE STORED IN THE FLOOD PLAIN.SEE FIRM MAP 3710387700J DATED MARCH 2,2009 FOR LEARING METHODS SHALL BE IN ACCORDANCE WITH DUKE ENERGY'S RIGHT-OF-WAY CLEARING SPECIFICATION FT410D 5.1PLAIN INFORMATIONON WHILE . Q
LINE TO REMAIN GRUB:ROW
PROPOSED CONSTRUCTION LOW IMPACT/SENSITIVE CLEARING, - POWER LINES. = I
ACCESS/ROAD POLE(INSTALL) • NO GRUB:ROW N ., 9. CONTRACTOR SHALL PERFORM AND DOCUMENT EQUIPMENT INSPECTION PRIOR TO PERFORMING WORK. (1
EXISTING 2'CONTOURS -- POLE(REMOVE) 0,.. LIGHT(INSTALL) l
, 10. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCE AS NEEDED TO PREVENT SEDIMENT FROM BEING TRACKED ONTO ROADWAY. Q
CAUTION: 11. CONTRACTOR SHALL INSTALL ADDITIONAL E&SC MEASURES AS NEEDED TO PREVENT SEDIMENT FROM ENTERING DITCHES. CC
WATTLES POLE(EXISTING) • LIGHT(REMOVE) "' U UNDNDERGROUND TELEPHONE AND L/ �1
FIBER OPTIC LINES ARE IN 12. SITE SHOULD BE"STORM READY"AT THE END OF EACH WORK DAY/WEEK. J
CONSTRUCTION ENTRANCE PROPOSE GUY/ANCHOR LIGHT(EXISTING) © VICINITY OF SUBSTATION. 13. SEE DETAIL SHEET FOR EROSION CONTROL INFORMATION AND MAINTENANCE REQUIREMENTS.
CONTRACTOR TO VERIFY 5
INLET ROCK PIPE PROTECTION ' 1P REMOVE GUY/ANCHOR -3i CULVERT PIPE LOCATION PRIOR TO DIGGING. w
L J Q
RIP RAP OUTLET PROTECTION oP EXISTING GUY/ANCHOR La
I-
op
. N.
orb**EssIT id,i,, NNPE o
`/ DUKE R-5759 STATESVILLE ROAD PHASE 1
HORIZONTAL = a� *99' Dewberry® DISTRIBUTION PROJECTSEAL �: _ :! steS
ENERGY. WO#20743475
GRAPHIC SCALE = • 055132 Dewberry Engineers Inc.
No 0 25 50 100 it N �Q:C3 2610 WYCLIFF ROAD
� � Ap pIN� ��`\ - RA EIGH,NC27607 CAROLINAS SUITE 410 EROSION&SEDIMENT CONTROL PLAN 3
1 MX7486061 3/29/2024 PERMIT MODIFICATIONS-DESIGN UPDATES CAG JFA ZAE m m m PHONE: [phone]
0 MX7486061 12/11/2023 FOR CONSTRUCTION CAG JFA ZAE N FEET) SA4/L4 FAX: F-09299.981.9923 526 SOUTH CHURCH STREET
CHARLOTTE N.0 28202 s wRa SHEET
5 OF 13
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED 1 Inch= 50 ft. Dewberry Project No.50160689 www.dewberry.com TELEPHONE Na(704)382-2741

rA
_ _/ .
ONARD S. AND / - -- �� m
LNDA M. HARRIS r CARIS
,'<-0. DB 579 PG 395 / C N
GF°N PB 2 PG s II
0,gOq;6 �-- l ,r ;� --- --- O -
- Qc s / J
Rf f�
� � m
r
�� CARMEN ELIZABETH JAMES7 BROTHERS GUTHERIE
774 77B7CARISSAANN AND AND DOONDBOYDEN TUCKER
DB 661 PG 550
� v7,6 ROLLOU 77 / 7j v7jq>>6 6p 7�66 ly6B 17p 1?\
� p ,
CARMEN JAMES >'�' ' 'cs / ,�.JJ
�qR / DB 931 PG 332 ]l r l-n- <� �°� w w�00 Rh- �{p�NiN D „.�pp D
R
93jN v /I 1 wo wo Ry, vLE— - $—
32 / EX.GRAVEL DRIVEWAY '--- — �� ��
o
a
l a / P11E1LD0 I •
• . _ ..RW—RW��Rw ,ce HW .• .•. .• ..•
/ ynR " RW ' RW RW RW RW "6:?�
, - �t"IN4'•- 1 1 ��Rw c°� .. ... .. EX.18"RCP 5
arm^°° 1 I ♦ _ RR Rw Hw .. - .. SVILLEHo
� - _ _ � � __ R17 1 1 -R 1 �1592a' .. �... NC 1151 STATB9 v
/7`-... _ � � — — E _ W R�E R� E RCPP d I .. 4.O W RW _RW Rw RW�,1=6500 � 46 18 59 RW, RWW RW
1/ w— D - � 1 RW I -}� _ i 6-'-')' EX.18 ,— RW RRW 5 RF.�-..�E T_ _ 15\P RW
8 _
,-1157
IC
° N - _ w Rw law ��@S-Q Q `ti5 .mil 1 w U ; -rya Rw _
/ 1 �W a..,,�� ? aoi
a
R. RW o� °off _ ® _ RW _ v
°°,�O°' EX.18"RCP, , k
'1E• •� RW iW
S PSG ,,. ® , „°• J
RW
RW o,
_ � ' _
NC 1151 STATESVILLE RD RW Rw Rw h E_[i=
/ - EX.GRAVEL�. / P I 1 • my� , Ail it ® EF3 '� / I � � � �.
1
- DRIVEWAY —� JB (� i"WA
5____ _ I_
� I
I
II
p1 M" - „ Rw 3VED ND NOT r iV=1131.2 ,,{� „E E��F�� /11 1\ Q Ye Q I Q ___ 'r rC1,,,, 'a
g _,,, tl GMP 8 RG9) /-II P' .tY,G - �. tt
b. e M^"� 1 RG FgUN o m ,c
E
iii:i ,,
I
��, � �, / / Iz � � I � __� moo-' QQQ Q - GANGS. JR.
Q �� I BETTY SUE I TRACY'WAOHTE D
° 9 1 �i/ z d'i�'v-1111s1.54 / Q /Q Q -" © / ,k_:, ill
• I w ELI °:E7H ANN I JOHDNB 458 Ec R M4i5TIN ED DBn 557FG�5 AQEY .. D 3 491
ORf. 34 -
o I D ES 3 -
zi
1 4.. I PB PG
`-C. / ,. 55 P 5 .,
1 O JAMES G. 8�469
EULA •FAYE BALL E�-st'v1E' JR.O' RII __- B
D P BK6 Z PG 6 :,
t
D 505 .D"s 11 ESTATE) cLA z7 25oE TSDB1156 PG 189 !- D- - --- - -I -1160 I B 79 S - 15
r BPG >
D. AND A Z
FR ANCES C R4,R n 55_ PER. E �-
ao�1a
$9O PB 5 PG 55 - >rh .-PB 5 _- ,' w S 4oYe� 145•.
_ �_ DB 11 9 P IA S. WHITE Fs ,
^ I
P
�y , EUGENa
K @LAtKBUR •• PB 5 PG 5510 PG 24 -- -- - 1 _ _ -PB �y
I ,c�
DB ,: •G 199rn
PB 5 PG 55 �C 1 _ - _ - -
P
U) 40"15 10 m b Yi 9
100$,PG,3
162 N
H. BURCH Alz Oa w
rn
T
mI RAND ALL +1 IIII, ,
AND
DB 876 PG 86 40-16'2:-
m w
PB 5 PG'55 40 O1 39' „� — —�'— 'p
E E - Q1 0 0" " / T ACHT GR 40QRE
I TRAGY I
I� --�3 hh I t0' - 60' WO
,* , C3/ lilt , / ry DB 1091 P 3
m n n �'
�',.., I\ P85PG 5 ri
z
,
1 - a
v, 5
o
NOTES: I-
LEGEND VIEWPORT 6 1. FOR UTILITY INFORMATION,SEE DISTRIBUTION DESIGN PLANS(WORK ORDER#20743475). U
2. NOT ALL EXISTING UTILITIES ARE SHOWN.LOCATIONS SHOWN ARE APPROXIMATE.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE EXISTING UTILITIES,BOTH VERTICAL W
DEP PROTECTIVE BUFFER 3
PUBLIC UTILITY EASEMENT -Rue—Pue— COMMERCIALLY MADE MAT - - -oev—
O
(20'FROM NON-CAMA WETLANDS AND HORIZONTAL,PRIOR TO THE START OF CONSTRUCTION.THE CONTRACTOR SHALL NOTIFY NC 811 PRIOR TO EXCAVATION.CONTRACTOR SHALL NOTIFY DUKE ENERGY IMMEDIATELY IN
PROPOSED OH AND 30'STREAMS) 811 THE EVENT OF ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING DEVIATION FROM THE PLAN.COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR.
AERIAL UTILITY EASEMENT —AWE — _ — KnOW WI18t'S b@IOW. CL
DISTRIBUTION LINE 3. WATTLES ARE SHOWN FOR GRAPHICAL DEPICTION OF LOCATIONS.WATTLES ARE TO BE PLACED ON THE DOWN SLOPE SIDE OF THE LAND DISTURBANCES TO PREVENT SEDIMENT FROM Z
Call before you dig.
PROPOSED CONSTRUCTION PROPOSED UG o LEAVING THE SITE AND ENTERING WETLANDS/STREAMS.ESTIMATES ARE MINIMUM NUMBER OF LINEAR FEET ANTICIPATED.SEE DETAIL SHEET.ADDITIONAL WATTLES SHALL BE UTILIZED AS O
—¢ FEMA 100-YEAR FLOODPLAIN
EASEMENT DISTRIBUTION LINE .---"N IP r_ NECESSARY TO KEEP SEDIMENT OUT OF STREAMS AND WITHIN ROW LIMITS.
PROPERTY LINE - __ LINE TO BE REMOVED EXISTING OH DISTRIBUTION - STREAM/CHANNEL - - - - - - 4. ACCESS LOCATIONS WITHIN THE DISTRIBUTION LINE RIGHT-OF-WAY AND DOT RIGHT-OF-WAY ARE APPROXIMATE.ACTUAL LOCATION MAY VARY BASED ON THE FEASIBILITY AND WEATHER CO
CONDITIONS. E
EXISTING UG DISTRIBUTION y L Ca. I-
EXISTING NCDOT ROW Rw Rw ___ • WETLANDS I//////I�-�J' WARNING: "
LINE TO BE ABANDONED 5. SEED SLOPES 3:1 OR FLATTER.SLOPES STEEPER THAN 3:1 SHALL BE MATTED. ,t I
PROPOSED NCDOT ROW -Rw—RW-
EXISTING OH DISTRIBUTION � A - E
- OPEN WATER V I�/ OVERHEAD POWER IN VICINITY 6. PROJECT IS LOCATED IN THE YADKIN PEE DEE RIVER BASIN.
LINE TO REMAIN o OF WORK AREA. CONTRACTOR W
LIMITS OF DISTURBANCE —LOD— EXISTING UG DISTRIBUTION MACHINE CLEAR,NO I © SHALL USEAROUNDCAU TI NNWHHILE © 8. CQLEARING METHODS SHALL BE IN ACCORDANCE WITH DUKE ENERGY'S RIGHT OF--WAY CLEARING SPECIFICATION7 EUIPMENT SHALL NOT BE STORED IN THE FLOOD PLAIN.SEE FIRM MAP 3710387700J DATED MARCH 2,2009 FORFTL4105.1PLAIN INFORMATION. Q
cn
LINE TO REMAIN GRUB.ROW
PROPOSED CONSTRUCTION LOW IMPACT/SENSITIVE CLEARING, - POWER LINES. I I
ACCESS/ROAD POLE(INSTALL) • NO GRUB:ROW , , 9. CONTRACTOR SHALL PERFORM AND DOCUMENT EQUIPMENT INSPECTION PRIOR TO PERFORMING WORK. EL
EXISTING 2'CONTOURS -- POLE(REMOVE) 0,,. LIGHT(INSTALL) l
10. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCE AS NEEDED TO PREVENT SEDIMENT FROM BEING TRACKED ONTO ROADWAY. 0
CAUTION: 11. CONTRACTOR SHALL INSTALL ADDITIONAL E&SC MEASURES AS NEEDED TO PREVENT SEDIMENT FROM ENTERING DITCHES. CC
WATTLES POLE(EXISTING) • LIGHT(REMOVE) "' UNDERGROUND TELEPHONE AND L/ �1
FIBER OPTIC LINES ARE IN 12. SITE SHOULD BE"STORM READY"AT THE END OF EACH WORK DAY/WEEK. W
CONSTRUCTION ENTRANCE PROPOSE GUY/ANCHOR LIGHT(EXISTING) © VICINITY OF SUBSTATION. 13. SEE DETAIL SHEET FOR EROSION CONTROL INFORMATION AND MAINTENANCE REQUIREMENTS.
CONTRACTOR TO VERIFY 5
INLET ROCK PIPE PROTECTION '® REMOVE GUY/ANCHOR -SI CULVERT PIPE L J LOCATION PRIOR TO DIGGING. W
o Q
RIP RAP OUTLET PROTECTION oP EXISTING GUY/ANCHOR -
N.
.`e'4gsld72G T<E o
`/ DUKE R-5759 STATESVILLE ROAD PHASE 1 ct
HORIZONTAL = :atey9 r' Dewberry® t' DISTRIBUTION PROJECT ct
SEAL13 r: _ :! ENERGY, WO#20743475
GRAPHIC SCALE r • 055132 Dewberry Engineers Inc.
50 0 25 50 100 it N EQ'•C3 2610 WYCLIFF ROAD
C •
pIN� ��\ - SUITE 410
RALEIGH,NC27607 CAROLINAS EROSION&SEDIMENT CONTROL PLAN 4
1 MX7486061 3/29/2024 PERMIT MODIFICATIONS-DESIGN UPDATES CAG JFA ZAE PHONE: [phone]
0 MX7486061 12/11/2023 FOR CONSTRUCTION CAG JFA ZAE N FEET) SA4/L4 FAX: F-09299.981.9923 526 SOUTH CHURCH STREET
CHARLOTTE N.0 28202 s �Ne SHEET
6 OF 13
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED 1 Inch= 50 ft. Dewberry Project No.50160689 www.dewberry.com TELEPHONE Na(704)382-2741

- - NR .V /
1200 __ � �� N� 1 �� THOMAS AND
�' „-� LINDA S. GORICH
N,
�� ���1 �� �� 'DB 622 PG 361 THURMO
1T1 A® 1198-- ( �, -1?:.;
' '1.
I JEWEL A.
CLAY RICHARD AND
C3CARMEN ELIZABETH JAMES / j �oo�" JUDY A. JOHNSO M ! THURMOND AND 0g 693
C CARISSA ANN AND LINWOOD BROTHERS GUTHERIE Rh'NiNNq� R • 1 L DB 1156 PG 148 m JEWEL A. BROWN
rl'I CAROL LOU AND DON BOYDEN TUCKER e S? V m _ � - - 93 PG 802
*II DB 661 PG 550 -1202ti `� _.
S DB 6
cn
-0 r ' •A -, a 7 (— ----- m
m �
X I m ` Y Air
7iI \ N 29°9'S _ b N 30 14'49" 17j�6 g G- ex _ ce-- o r \ 7 W�e '1Tia-, oewaoa Ill (�
26
NIA _
a) 1200-- s C1, /
�� W DNc R 1 \ 63. 0 DB 83e _
�.15 *T o $ W - , �I o a goo W ATER Y _ \ BOBBY JOE �R-0WN r'• ,D -0 r /
- - ----� -1198 EX.15" Fi ' m SILLY JO 0WN _
1a J - - 56 P
o ` ilt. m
_.196 i� '•�• Ry\ \-R., _ % _
� I z4� DB 640 PG-48�„}� -DB 11 G 2S 693� - � m
R OWE
\�5 �8.�..2b'6 _ •' I - ______ EX.GRAVEL - -- - CO I
1 1194 - _ Pu ` `=- o DRIVEWAY I
__._ 2 - -..a -- PUE PUE \ . A
....�' `I nI EX.DRIVEWAY y /PUE PUE��PUE PUE ri •`` \`�• v� I ( m l-� VEL
D l - /
• 0G— RW—RW—RW ` '_'`•RW �RW� E ,I / . —
.�'^r,�o„cy�v.EY� _ n - — RW •• '__qw' RW RW— ,. R lilt
Ir__ - C� V�� _ w w
u ° ,�,I - _ - ., 91RW X.GRAVEL
w B Tra 6%,T �� L? ;` _ _ - Ma—nta\ �..n„a Ma=Ma—Ma _ M-`±iMv.. •t r_. =y' EX.PAVED r �EX.
Rw
� &
t NM
— - Ma�,.. .,, _ -.. .. - .. - - 1185.39' -1186.41' AY -�' ° w
•
Ma—Ma
1 _-.� -Rw Rw .. _,. .. "' 8 of J D o CGNC_I og ' `°°-�a�Koo���
DRIVEWAY •
RW RW , .. -
�Rw Rw .,_ ao,i°O1 EX.GRAVEL______ ° -- 6W _
-Rw OM.. 1Nv-1ne 42 _ N 1 5
— DRIVEWAY ,�A,cwl L KG -
TATESVILLE RD f, .,
NC 1151S - - a.
ft'f VC 1 3 �MHTOP 118583 ° �0-1�O
o ni INV=11791 M. Maw a q, �1 t0 T
11111111115010.111 v�H p ,Ma—.M�Ma f�1 �,a Y M- 1 U o __' i • '' - ,.,. �! -_f 1 — OOI o�—
i� yF
IIIIIIIII"liA _Ma�Ma��'� FF -- A I, \
i "_�111 -W W I �RW RW - ' +, _ i / I� '
••
xw��''�R 2s ".. 1�1-Rw EX.15" - - I. .� �� �w� Rw :.. I •• •t a57 . ' ° -
,_
R RW� O
=RW�RW ,: . RW� - 9� •• -, ... .. .. _ CURT �� , .LL_ _~� ..
RW R �, —� HDPE -�/I s— I. w__ °'�8 T cu a,�
w
i� J W ..
iI
`�"' # m _ _ q aM/ `�EX.PAVED -! E Milli,,,,, o PUE PUE p o ,) DRIVEWAY+„ nn�-n a
MP
•
1 � ,, DRIVEWAY I EX.PAVED Dew PUE P E RW„ , Rw�R� :a.
Wi _ °m
---- ,,,,tttt���� / op �.`� ,I I DRIV WAY 1 Rw qW
Q -� ^n �. 1196 �'9 v PUE PUE Y O
PUE
�1 I' `✓o tFn • I 7 : I N o II I
‘ \ //i
t2:'., 0 c3 ., .
w w © •-
�°�°' 1�ILI- _I%SHIRLEYAA�JO SNN, I T AL I JAMES D. A C C. / :/e,>,,
!6hit'
w- JO ANNE L.flI4D'°' ,%JkvIE,SID).- 0E-MS,,QR7- 7' ;;SHIRLEY A. JOHNS A6 /^' DB 1147 PG 279
/ �AVJ hNHfTTIN GTON n _-, PB 5 PG 5 DB 1147
D\CY WACHTE DB 1147 PG 277
6 5 PfT >5 5 92 PB 5 PG 55 UWa- a IAOORE V 5407093c -r �^ "T PB 5 PG 55 -'
3 191 Pc 34''1,� [ $g�5e N ��� I /
` - - DANIEL K. HUFFMAN '"/ r3�
A 3 DB 7 PO 4JAMES w DB 97 PG FM
1 6.62' / rd01-�NSON I ni°'
/
DS Jtt47 PG 277 �� ��
418
,_>PB 5 PG 55
// PB 1 PG i66
NI /
/ •/ //,I C & S PROPERTY 1, LL 7.:^ ��' � �DB 1185 PG 196 �''''11.l_
_mI / PB 10 PG 166 ,ROPE & SxI N I / ,. 5 PG796 1 : (2��1%$8" I in
1 I // , ca
,4-N
1111111f
fd
rc
w
O
LEGEND VIEWPORT 7 NOTES:1. FOR UTILITY INFORMATION,SEE DISTRIBUTION DESIGN PLANS(WORK ORDER#20743475). U
LU
PUBLIC UTILITY EASEMENT -PUP—PUE- COMMERCIALLY MADE MAT - — —Hp—DEP PROTECTIVE BUFFER
2. NOT ALL EXISTING UTILITIES ARE SHOWN.LOCATIONS SHOWN ARE APPROXIMATE.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE EXISTING UTILITIES,BOTH VERTICAL
(20'FROM NON-CAMA WETLANDS AND HORIZONTAL,PRIOR TO THE START OF CONSTRUCTION.THE CONTRACTOR SHALL NOTIFY NC 811 PRIOR TO EXCAVATION.CONTRACTOR SHALL NOTIFY DUKE ENERGY IMMEDIATELY IN O
PROPOSED OH AND 30'STREAMS) 811 THE EVENT OF ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING DEVIATION FROM THE PLAN.COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR.
AERIAL UTILITY EASEMENT —AUE — _ — KnOW WI18t'S b@IOW. a
DISTRIBUTION LINE 3. WATTLES ARE SHOWN FOR GRAPHICAL DEPICTION OF LOCATIONS.WATTLES ARE TO BE PLACED ON THE DOWN SLOPE SIDE OF THE LAND DISTURBANCES TO PREVENT SEDIMENT FROM Z
Call before you dig.
PROPOSED CONSTRUCTION PROPOSED UG o LEAVING THE SITE AND ENTERING WETLANDS/STREAMS.ESTIMATES ARE MINIMUM NUMBER OF LINEAR FEET ANTICIPATED.SEE DETAIL SHEET.ADDITIONAL WATTLES SHALL BE UTILIZED AS
—¢ FEMA 100-YEAR FLOODPLAIN
EASEMENT DISTRIBUTION LINE ..-71111,/_ NECESSARY TO KEEP SEDIMENT OUT OF STREAMS AND WITHIN ROW LIMITS. D
PROPERTY LINE - __ EXISTING OH DISTRIBUTION LINE TO BE REMOVED — - STREAM/CHANNEL - - - - - - 4. ACCESS LOCATIONS WITHIN THE DISTRIBUTION LINE RIGHT-OF-WAY AND DOT RIGHT-OF-WAY ARE APPROXIMATE.ACTUAL LOCATION MAY VARY BASED ON THE FEASIBILITY AND WEATHER CO
CONDITIONS. E
EXISTING UG DISTRIBUTION y L Ca. (-
EXISTING NCDOT ROW Ow Rw ___ • WETLANDS I//////I--�J' WARNING: 5. SEED SLOPES 3:1 OR FLATTER.SLOPES STEEPER THAN 3:1 SHALL BE MATTED. ! Ew I
LINE TO BE ABANDONED
EXISTING OH DISTRIBUTION PROPOSED NCDOT ROW -NW—Rw— • — V/ A A
OPEN WATER V OVERHEAD POWER IN VICINITYA 6. PROJECT IS LOCATED IN THE YADKIN PEE DEE RIVER BASIN.
LINE TO REMAIN o OF WORK AREA. CONTRACTOR W
LIMITS OF DISTURBANCE —LOD— EXISTING UG DISTRIBUTION MACHINE CLEAR,NO I © SHALL NOSEAROUNDCAU TI NNWHHILE © 8. C7. QUIPMENT SHALL NOT BE STORED IN THE FLOOD PLAIN.SEE FIRM MAP 3710387700J DATED MARCH 2,2009 FOR LEARING METHODS SHALL BE IN ACCORDANCE WITH DUKE ENERGY'S RIGHT-OF-WAY CLEARING SPECIFICATION FT4105.1D PLAIN INFORMATION. Q
LINE TO REMAIN GRUB:ROW
PROPOSED CONSTRUCTION LOW IMPACT/SENSITIVE CLEARING, - POWER LINES. = I
ACCESS/ROAD POLE(INSTALL) • NO GRUB:ROW , ., 9. CONTRACTOR SHALL PERFORM AND DOCUMENT EQUIPMENT INSPECTION PRIOR TO PERFORMING WORK. (1
EXISTING 2'CONTOURS -- POLE(REMOVE) 0,.. LIGHT(INSTALL) l
, 10. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCE AS NEEDED TO PREVENT SEDIMENT FROM BEING TRACKED ONTO ROADWAY. Q
CAUTION: 11. CONTRACTOR SHALL INSTALL ADDITIONAL E&SC MEASURES AS NEEDED TO PREVENT SEDIMENT FROM ENTERING DITCHES. CC
WATTLES POLE(EXISTING) • LIGHT(REMOVE) "' U UNDNDERGROUND TELEPHONE AND lJ �1 A
FIBER OPTIC LINES ARE IN 12. SITE SHOULD BE"STORM READY"AT THE END OF EACH WORK DAY/WEEK. W
CONSTRUCTION ENTRANCE PROPOSE GUY/ANCHOR LIGHT(EXISTING) © VICINITY OF SUBSTATION. 13. SEE DETAIL SHEET FOR EROSION CONTROL INFORMATION AND MAINTENANCE REQUIREMENTS.
CONTRACTOR TO VERIFY 5
INLET ROCK PIPE PROTECTION ' 1p REMOVE GUY/ANCHOR -3i CULVERT PIPE LOCATION PRIOR TO DIGGING. UJ
L J Q
RIP RAP OUTLET PROTECTION d oP EXISTING GUY/ANCHOR L., I-
.oeb�EssVal ld772c nE 0N.
`/ DUKE R-5759 STATESVILLE ROAD PHASE 1
HORIZONTAL = o� �99 Dewberry® DISTRIBUTION PROJECT
SEAL13 �: _ :! ENERGY. WO#20743475
GRAPHIC SCALE 055132 4 Dewberry Engineers Inc.
50 0 25 50 100 it•'N 1..O 2610 WYCLIFF ROAD
SUITE 410.4A pIN0 X�\ - RALEIGH,NC27607 CAROLINAS
EROSION&SEDIMENT CONTROL PLAN 5
1 MX7486061 3/29/2024 PERMIT MODIFICATIONS-DESIGN UPDATES CAG JFA ZAE PHONE: [phone]
0 MX7486061 12/11/2023 FOR CONSTRUCTION CAG JFA ZAE N FEET) S7L4/L4 FAX: F-09299.981.9923 526 SOUTH CHURCH STREET
CHARLOTTE N.C.28202 s �Ne SHEET
7 OF 13
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED 1 inch= 50 ft. Dewberry Project No.50160689 www.dewberry.com TELEPHONE Na(704)382-2741

(/1 !DBG498 s (HEIRS) � , � � _ 1j�
rn
D
PG u1 ��� '1� ,,g a�4 I
m v7yz HAROLD T AND
- zzzss De83ACALL
mC n SUSAN 4O 7� 837 Pc 660
< _ DB 810 pG COL VAR - -.-. - - - - -_ 7/7S3 1122
-0 r / ECLE z 4 I ROPA
O 2V t z --- zy�
PR
MrcH dC �
� - I 1124 ."."
m
XI ---- JERKY
so°•cHL '/'I� O��g
N °B 1P8MPcgn3URRY a If• zs'' NPRo o SCP`6o m D Pe
__ �� zip.z�0 z�B L« VANO 3�PC 6
- -_-_ x 24 1128 pB a rh o
--
zzi I/ f CC 2
8 29 G
IS ® • Y
,! I 1130 HN
, j e I V RgLD T
50.0 s. -� _ _ I 1132 p ° CAiC NO O II—
'':.��- - � B 837 PG 660 PROMO SHE Y I'TI
■ z I < 1134 - KF'I N PU SAS
______f \
�l �o li
i �aI L\NOP ' P' h�
-\" /a 4 I �' - - 1136 _ Dig 10 PG
�` PD
� _ 1�iII
h
�/'�� v EX.48"CHAIN I e.1. - --- 1138- NPR0�0• CPC�9
q11 8i^<�o8'��ndi df ' I I
LL. • _c 9 � E LINK FENCE I EX.48'BARBED --1142 1140 LI __ \05 P1,PG 68
sns.saRR111 s -r ..R � OP H EX.GRAVEL q/ RW�„,,, E EX.GRASS D�� I WIRE FENCE p CA(� --1150 P
Ma �Rw� DRIVEWAY aW 1144 73 PG 589 -- - - 1
+.,_,'� Rw ENTRANCE iP / Rw P 0 p __ 1152
' Ma_EX.18"HDPE OWE, "" �,,ac Rw° a mv'a_eL 1146 I x.r a, G67 -- 11545-3:B•a'r _
EX.PAVED• POLE Rw E a8�" I 5iee•apE/ e _ _t;;.a%� - -
_� n7a M8 ,. .© RW Rw viW45,1 �. ti�'e'76v�P �' 1148 HAROLD T. AND - -- -- -1758—1_s3s1' �� "
0
DRIVEWAY _ - - -
_ - o DB b....
Ma _c �� "------1��� NC 775/Sl-AT 8 F,., M .,. � 0,1 R� KA z - IT
�° w, o'Mb __ —IEEE RD • —/ Mb�M=` / a�Ma RW I o lo, o'=� `�< �<.. D: �B210G 4$2�pLAT� 05 m_� -_17$6-__" _ •. •-
\ ° 'RCP 40 -D1�1 ( M EX.18 CMP
0
-
ti
RrG�Rw RW � •• - - •. 'a a Ma i <oo <oo �` ``` r EX.GRAVEL - EX.PAVED E'
2.
\yam
-qv ...
a .. \` I <Rly ` ! -' \� P m DRIVEWAY ` ��4?.
tt
,� -`' 'L _ i�< PARKING LOT PUE
o` _Rw a .ice � 4c � P r E
m y
yo a,� RW ' ......... .. _ �d214 08 . ` .UE�PU/ `#1
EX.PAVED " r _ _ - - W/ IO'^�Jw "^� M � _ • 'dFMa�M=— �TOOR\ CYE�'LO� .. , •.iI M1nb R �� _�R ,A•.. RW �� b DRIVEWAY '• .,. -Ma ti1 y'utu. RW—R 9- RW RW - '~` -� Ro �^' e- JPARKING LOTProI �, _ Rw wD a H a_- .. �"^aI ,, \�- RW n / q .. Rw RW EX 18' Ma141� ti 2Z
e r.'. HDPE I \��C Ma •.CTn r.-_. .. 1�'RW=RW-Rw RW-1-FEW=0 • 11 /
/ os oa_ Ma I? CA'N T'f
a� + 6 atw L 1 s3 si' .' ��r .. / y EX.GRAVEL
L
V , 9n ' E -k/ 31'r Ma�,Ma MH .. �.?.�� -
� `� EX.GRAVEL -�� I l�t`�'I _ R76 ;,�. ��1 AY ,;�►
ao
li - - rc DRIVEWAY I / �? DRIVEWAY o \ I 111''''
Mv_ aMa 7' .5 gg,,om I71564 --- - �h1a JN m ��1,, -•_ • J 12, aW
/ 1 Ma H_ .oi _ /
/ / PA EX.PAVED d \ as'vpip_ aas �� °�' \o° P,153i av
111111
//
coNe I RKING LOT ,� v -R Rw�iNVFRR DE,rn r F -�-Rw_sw_Rn 1_ SN �°o .
z I i
z � I
/F ;.. _ _ J 2Ap TON6 W ,> 1 Iw_' �c \6 1 aEX.PAVED aW_ aw awl f(•�kW 1 �<' T= w-�^; \D S GL 1 RW A� o\ Vrv� - G8 F, _m Rw 1275 ()(
- L 6 I PARKING LOT114 - (oR $56JA ::11111115°/
ro m «� m vJ %
3`r"�-----m N64 ��) ,E DISTRIBUTIN -I� .. -g! JERR201703 INv_11,1 1
( DB 63LAYTON FAW C _/ �N 2 PG 896 ,_...1 t. DB 720 PG 838C0 I' 6. \.,._, ------ - pAMELAYC CUD WV_II p8y. i3$ m ___ES m71� 115q �'75I-, 3DpB123PGG 375 Is-RAVEL ROAD / % "�I
1ao m 1158 / _ 11 /,., � r8 6 ��SE �` P 227 EX.G 0, ��
L �4ti_-_ 1• - _ •
0.2at iI 148N4671�1142 ROGEREpp LOLIPGJpS NSTON I.. -� - ........ ��
1140113iS1136 gam. - �• c° ///<y...i N-
/ I L6'8 267-l6:5,E
5 ` n
M
- L72 tl�l -/69 G+mil''h - R� N
O
NOTES:
LEGEND VIEWPORT 8 1. FOR UTILITY INFORMATION,SEE DISTRIBUTION DESIGN PLANS(WORK ORDER#20743475). I-
DEP PROTECTIVE BUFFER
2. NOT ALL EXISTING UTILITIES ARE SHOWN.LOCATIONS SHOWN ARE APPROXIMATE.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE EXISTING UTILITIES,BOTH VERTICAL LU
PUBLIC UTILITY EASEMENT -PUE-PUE- COMMERCIALLY MADE MAT - - -oev-
(20'FROM NON-CAMA WETLANDS AND HORIZONTAL,PRIOR TO THE START OF CONSTRUCTION.THE CONTRACTOR SHALL NOTIFY NC 811 PRIOR TO EXCAVATION.CONTRACTOR SHALL NOTIFY DUKE ENERGY IMMEDIATELY IN O
PROPOSED OH AND 30'STREAMS) 811 THE EVENT OF ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING DEVIATION FROM THE PLAN.COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR.
AERIAL UTILITY EASEMENT —AWE — _ — KnOW WI121t'S b@IOW. a
DISTRIBUTION LINE 3. WATTLES ARE SHOWN FOR GRAPHICAL DEPICTION OF LOCATIONS.WATTLES ARE TO BE PLACED ON THE DOWN SLOPE SIDE OF THE LAND DISTURBANCES TO PREVENT SEDIMENT FROM Z
Call before you dig.
PROPOSED CONSTRUCTION PROPOSED UG o LEAVING THE SITE AND ENTERING WETLANDS/STREAMS.ESTIMATES ARE MINIMUM NUMBER OF LINEAR FEET ANTICIPATED.SEE DETAIL SHEET.ADDITIONAL WATTLES SHALL BE UTILIZED AS O
—E FEMA 100-YEAR FLOODPLAIN
EASEMENT DISTRIBUTION LINE 1.---"NIPr_ NECESSARY TO KEEP SEDIMENT OUT OF STREAMS AND WITHIN ROW LIMITS. D
PROPERTY LINE -__ ___ EXISTING OH DISTRIBUTION — - _ STREAM/CHANNEL -''-''-''- -'- 4. ACCESS LOCATIONS WITHIN THE DISTRIBUTION LINE RIGHT-OF-WAY AND DOT RIGHT-OF-WAY ARE APPROXIMATE.ACTUAL LOCATION MAY VARY BASED ON THE FEASIBILITY AND WEATHER CO
LINE TO BE REMOVED
CONDITIONS.
EXISTING UG DISTRIBUTION y L Ca.
LINE TO BE ABANDONEDI-
EXISTING NCDOT ROW Rw Rw ___ • WETLANDS I//////I�-�J' 'WARNING: 5. SEED SLOPES 3:1 OR FLATTER.SLOPES STEEPER THAN 3:1 SHALL BE MATTED. , Cl)E 1
EXISTING OH DISTRIBUTION PROPOSED NCDOT ROW -OW—Rw- • - I�/ A A
OPEN WATER V OVERHEAD POWER IN VICINITY 6. PROJECT IS LOCATED IN THE YADKIN PEE DEE RIVER BASIN.
LINE TO REMAIN o OF WORK AREA. CONTRACTOR UJ
LIMITS OF DISTURBANCE —LOD— EXISTING UG DISTRIBUTION MACHINE CLEAR,NO I © SHALL USEAROUNDCAU TI ON WHILE ENERGIZED © 8. CQLEARING METHODS SHALL BE IN ACCORDANCE WITH DUKE ENERGY'S RIGHT OF--WAY CLEARING SPECIFICAT ON7 EUIPMENT SHALL NOT BE STORED IN THE FLOOD PLAIN.SEE FIRM MAP 3710387700J DATED MARCH 2,2009 FORFTL4105.1PLAIN INFORMATION. Q
LINE TO REMAIN GRUB:ROW
PROPOSED CONSTRUCTION LOW IMPACT/SENSITIVE CLEARING, - POWER LINES. = I
ACCESS/ROAD POLE(INSTALL) • NO GRUB:ROW L e 9. CONTRACTOR SHALL PERFORM AND DOCUMENT EQUIPMENT INSPECTION PRIOR TO PERFORMING WORK. (1
EXISTING 2'CONTOURS -- POLE(REMOVE) 0,,,,, LIGHT(INSTALL) , 10. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCE AS NEEDED TO PREVENT SEDIMENT FROM BEING TRACKED ONTO ROADWAY. Q
l CAUTION: 11. CONTRACTOR SHALL INSTALL ADDITIONAL E&SC MEASURES AS NEEDED TO PREVENT SEDIMENT FROM ENTERING DITCHES. CC
WATTLES POLE(EXISTING) • LIGHT(REMOVE) "' UNDERGROUND TELEPHONE AND L/ �I
FIBER OPTIC LINES ARE IN 12. SITE SHOULD BE"STORM READY"AT THE END OF EACH WORK DAY/WEEK. W
CONSTRUCTION ENTRANCE PROPOSE GUY/ANCHOR LIGHT(EXISTING) © VICINITY OF SUBSTATION. 13. SEE DETAIL SHEET FOR EROSION CONTROL INFORMATION AND MAINTENANCE REQUIREMENTS.
CONTRACTOR TO VERIFY 5
INLET ROCK PIPE PROTECTION ' Ip REMOVE GUY/ANCHOR -3i CULVERT PIPE LOCATION PRIOR TO DIGGING. w
L J I-
RIP RAP OUTLET PROTECTION d oP EXISTING GUY/ANCHOR =
I-
.`cR'b•�Essi'd44. 00,0E lgi o
`.-r DUKE R-5759 STATESVILLE ROAD PHASE 1
HORIZONTAL = :o� y9 r' Dewberry® DISTRIBUTION PROJECT
S513 �: _ :! ENERGY. WO#20743475
GRAPHIC SCALE 055132 1 Dewberry Engineers Inc.
50 0 25 50 100 it.N 1..(3 2610 WYCLIFF ROAD
� � _4 o R�N,F , - RA EIGH,NC27607 CAROLINAS EROSION&SEDIMENT CONTROL PLAN 6
1 MX7486061 3/29/2024 PERMIT MODIFICATIONS-DESIGN UPDATES CAG JFA ZAE m m m PHONE: [phone]
0 MX7486061 12/11/2023 FOR CONSTRUCTION CAG JFA ZAE N FEET) SA4/L4 FAX [phone] 526 SOUTH CHURCH STREET
CHARLOTTE N.0 28202 s wRe SHEET
S OF 13
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED 1 Inch= 50 ft. Dewberry Project No.50160689 www.dewberry.com TELEPHONE Na(704)382-2741

3/ PG bb1J ,,t /m' y '- 7:5 [I O,IvI r, DQ g� S
BROADWAY FIRE_1142 I ram, BAPTIST URC ` _ _
Fri DEPARTMENT, INC. 1144 TRUSTEES OF t1B"998 _
DB 774 PG 397 r11 '�
1146 I h- DAM ASCUS / " �✓-� �
I
PB 9 PG 270_ m 1. LEONARD TABOR / BAPTIST CHUBCH c
/STEPHEN BLACKBU N— CB 998 PG 7 \
1148 I DB 917 PG 4571 ` - - --.- /4
Q�� 1150 // - - '� I _ _ --}- - -
AND HAROLD T. AND.....,-,/,....--..
- _
ALL LINDA KAY ASHLEY Z
�� ., 5 b1^1a'ss"
589 DB 872 PG 54�/ M I TON
67 PB 10 PG 67�� - GL DYS B_SHELT N
1152 JOHN 7.2t i_--- U ABLE TO LOCH E NANCY ELLEDGE BEN
TON
BLACKBU - ---- -- DB 1236 PG 22
/ - p --- - -FEED OF RECOR ----.__ __ \ 1
L DB 670 PG b _ WB2??o -
/ 't �i n � o _ - rn -_�/
\T;
3
x
m Q W
GE
DB 536 PG
/w - �I� DUKE POWER C PANY III I: A KB N ��. �\ Fg \�� , n IJ,L CRUZ�F LIE BAILETI NANCY
1236D PG B�NTQN //
_ _'E-TC_\_ \
• :� o
y� iiie i:il /,': _:1 7
%'Y.. 1 NI I. DB'�1088 PG 29,9'2 N � , 2352�9'� '- •.7 PG III
N C 9 I
JOHN R C i" C. N
BLDB 5.3RN °' - 9l-`-
r ��N. .v DB ES c�
A
FL _ EX.PAVED DRIVEWAY 0
\ U� A POL 1st
v I -�1180- I / \ A M 7 yam(^,<,— , ______ - ='''''
_
.. `UE�.HUE PUE 1 PUE PUE �doe \� _�---- 115
rk
I
' , 31,..P E�RUE PUE VET , ?� r i �`.9(•',u RW—R W—RW RW—RW
` ,Z. �/ / Rtl INV
*,, 4E, .411 Jr, , �uu - :c3
-_.—�i_ - RW—RW—RW �gTLa r O T 'RW RW
fi o RW—RW , - RW�RW RW RW—RW W i P RW' RW o RW RW�Ir �R1Y—RW RW RW RW—RW R
1142
MARKE R
.,
g'j
` �., RW R +1,� Ma 3, I , / :::156,:_ - - - - - - I POST ��} 2M o Ma—Ma—Ma Ma Ma Ma RW RW w UML�Mb- \.G " ti. - -,- MMMMaaaa Ma Mil Mtl Ma Mtl Ma MH M 1 4tl CHL �Y w
11yy o TOP 1152:84)I -
., i*. - \'� 0 15`CMP INV-1151.78`- _ - INV=11`e `' �� '/ -- LNV-1150.3 - 13 _ LI 112V-11
.. - -N 11 / SVI L - EX.GRAVEL DA NC 115/STATESVILLE RD• - ' EX.PAVED DRIVEWAY MH • - - -- a Ma MaN /n�i^�_ir �yzR"o�rC BPVC ,,,, a Ma Ma�. `J v Ma 11 Ma Ma—Ma• Ma�CfYPt# MM M Ma 11� Ma Ma—.Mif MH 01a V-1151 01 M H i Ma Mil M"T�II� S9W_'W152%: ` t�•• - a a RW—RWRWTOP= _LNV-11533 RWN —MilMa' 1146 '9 M RWM RW �� �� �w R INV 1RW929 R RW & -_° �p a1NV=11475 RW INEW11 —RW RW�RWINV=1'�7.52 W, W R�146- RW RW '�W _ Ilk INV=11 RW
'100 tOO R RIB RW RW RWE RW ,I- . RW—RW—RW—RW RW � V NMI 80 - - RW. _rMRr'� - �E \ W E
] ''1144 ° E e
42 q
R^' RW
o �yy ,n-, W
1140
_ �°
. 1 E � . _
Po> �� i13a A3 - i ,9 .._.� JARVIs, s �f •
ff EX.PAVED - -
i fl `='4\ if . "._---11 � � Q 134 { oHK G. uR. —
ci DRIVEWAY 1 _ 7Dia_--,-i-::::,,,,, _L �oo^ 1132 - � DB 113 PG 26af goo A, i 1130 E - Mii5 DB 2TOP>tG ��-IAROLD T ANDP�k9!`.Mz\ / 1J m� A CALL - I1126 f --- OA/1 / -....I nswer, -
- m LINDA 1124
.per f It �, i'
ob 0 ------ ____- _ - 22 HNS0� ROLAHDB 32 PG 256 E 524OJ P 4 �� ������5
\ �5� AND 112 __ jl, HNSON �� �0 � .DS93SsBEATRIC6,� �ANE
f / �� T2Nc,k,_. p- 11181-.'14 -#. _ _ _ DB 1132 PG 257 LEON JO O IRS RALPHWO\ 7 DB2�24 PG 375 OB 1132 PG 256' LhT. ? 2���' APO g5 i`-( 1HNSON � ,n� DB 940 PG 324 i&35e ®,
i -
ail` 6 Mb. Mb
I _ o TOP 11,22 O5 - - - M�
P� \ osi i = oG., /O 2��' INV 1117.65+/- / _ - - - -
r F 9,-
P /1 / S NV=1d13.70 -
LEON AND JOAN S JOHNSON
_ 02 � of / 7
M
P I„ \ 9 JAMES A. AND ELIZABETH C. WILLIAMS\ �, a �a Z�� _ -
n
G ,�� DB 687 PG 587, I I /1 �/ \ - - -MAZIE ARLEEN - HN,S,QN
26 N,__ PB 1A PG 67 I \ �� / / I` I \ 6 C �,,..55
- � � DE 1135 P O
-� \ \ / / / I I V s'Q 17 ,rv, __ DB 883 PG 18 ,' O
LEGEND VIEWPORT 9 NOTES:1. FOR UTILITY INFORMATION,SEE DISTRIBUTION DESIGN PLANS(WORK ORDER#20743475). U
LU
PUBLIC UTILITY EASEMENT -PUE—Rue- COMMERCIALLY MADE MAT - - -oev—
DEP PROTECTIVE BUFFER
2. NOT ALL EXISTING UTILITIES ARE SHOWN.LOCATIONS SHOWN ARE APPROXIMATE.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE EXISTING UTILITIES,BOTH VERTICAL
(20'FROM NON-CAMA WETLANDS AND HORIZONTAL,PRIOR TO THE START OF CONSTRUCTION.THE CONTRACTOR SHALL NOTIFY NC 811 PRIOR TO EXCAVATION.CONTRACTOR SHALL NOTIFY DUKE ENERGY IMMEDIATELY IN O
PROPOSED OH AND 30'STREAMS) 811 THE EVENT OF ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING DEVIATION FROM THE PLAN.COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR.
AERIAL UTILITY EASEMENT —HUE — _ — KnOW WI18t'S b@IOW. a
DISTRIBUTION LINE 3. WATTLES ARE SHOWN FOR GRAPHICAL DEPICTION OF LOCATIONS.WATTLES ARE TO BE PLACED ON THE DOWN SLOPE SIDE OF THE LAND DISTURBANCES TO PREVENT SEDIMENT FROM Z
Call before you dig.
PROPOSED CONSTRUCTION PROPOSED UG o LEAVING THE SITE AND ENTERING WETLANDS/STREAMS.ESTIMATES ARE MINIMUM NUMBER OF LINEAR FEET ANTICIPATED.SEE DETAIL SHEET.ADDITIONAL WATTLES SHALL BE UTILIZED AS O
—8 FEMA 100-YEAR FLOODPLAIN
EASEMENT DISTRIBUTION LINE SIP/_ NECESSARY TO KEEP SEDIMENT OUT OF STREAMS AND WITHIN ROW LIMITS. I
PROPERTY LINE -__ ___ EXISTING OH DISTRIBUTION — - _ STREAM/CHANNEL -..-..-..- -.- 4. ACCESS LOCATIONS WITHIN THE DISTRIBUTION LINE RIGHT-OF-WAY AND DOT RIGHT-OF-WAY ARE APPROXIMATE.ACTUAL LOCATION MAY VARY BASED ON THE FEASIBILITY AND WEATHER CO
LINE TO BE REMOVED
CONDITIONS. E
EXISTING UG DISTRIBUTION y L Ca.
LINE TO BE ABANDONEDH
EXISTING NCDOT ROW Rw Rw ___ • WETLANDS I//////I�-�J' 'WARNING: 5. SEED SLOPES 3:1 OR FLATTER.SLOPES STEEPER THAN 3:1 SHALL BE MATTED. ,t I
EXISTING OH DISTRIBUTION
PROPOSED NCDOT ROW -Rw—Rw- • - V/ A A
OPEN WATER V OVERHEAD POWER IN VICINITYA 6. PROJECT IS LOCATED IN THE YADKIN PEE DEE RIVER BASIN.
LINE TO REMAIN o OF WORK AREA. CONTRACTOR W
D
LIMITS OF DISTURBANCE —LOD— EXISTING UG DISTRIBUTION MACHINE CLEAR,NO I © SHALL USEAROUNDCAU TI ON WHILE ENERGIZED © 8. CQLEARING METHODS SHALL BE IN ACCORDANCE WITH DUKE ENERGY'S RIGHT OF--WAY CLEARING SPECIFICAT ON7 EUIPMENT SHALL NOT BE STORED IN THE FLOOD PLAIN.SEE FIRM MAP 3710387700J DATED MARCH 2,2009 FORFTL4105.1PLAIN INFORMATION. Q
LINE TO REMAIN GRUB:ROW
PROPOSED CONSTRUCTION LOW IMPACT/SENSITIVE CLEARING, - POWER LINES. I I
ACCESS/ROAD POLE(INSTALL) • NO GRUB:ROW , ., 9. CONTRACTOR SHALL PERFORM AND DOCUMENT EQUIPMENT INSPECTION PRIOR TO PERFORMING WORK. (1
EXISTING 2'CONTOURS -- POLE(REMOVE) 0,.. LIGHT(INSTALL) , 10. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCE AS NEEDED TO PREVENT SEDIMENT FROM BEING TRACKED ONTO ROADWAY. Q
l CAUTION: 11. CONTRACTOR SHALL INSTALL ADDITIONAL E&SC MEASURES AS NEEDED TO PREVENT SEDIMENT FROM ENTERING DITCHES. 0
WATTLES POLE(EXISTING) • LIGHT(REMOVE) "' UNDERGROUND TELEPHONE AND L/ Y1
FIBER OPTIC LINES ARE IN 12. SITE SHOULD BE"STORM READY"AT THE END OF EACH WORK DAY/WEEK. W
CONSTRUCTION ENTRANCEMill PROPOSE GUY/ANCHOR LIGHT(EXISTING) © VICINITY OF SUBSTATION. © 13. SEE DETAIL SHEET FOR EROSION CONTROL INFORMATION AND MAINTENANCE REQUIREMENTS.
CONTRACTOR TO VERIFY �, 5
INLET ROCK PIPE PROTECTION ' lP REMOVE GUY/ANCHOR -3i CULVERT PIPE LOCATION PRIOR TO DIGGING. w
L J H-
RIP RAP OUTLET PROTECTION d oP EXISTING GUY/ANCHOR L.,
I-
igi
ct
:11.o�'b'�EsonlIsld 44, ,InE o °^n
`/ DUKE R-5759 STATESVILLE ROAD PHASE 1 ct
HORIZONTAL = o, �99' Dewberry® DISTRIBUTION PROJECT
SEAL �: _ :! ENERGY. WO#20743475
GRAPHIC SCALE 055132 Dewberry Engineers Inc.
Mo 0 25 50 too it.N l•. 3 2610 WYCLIFF ROAD
�� C •
pIN� ��\ - SUITE 410
RALEIGH,NC27607 CAROLINAS EROSION&SEDIMENT CONTROL PLAN 7
1 MX7486061 3/29/2024 PERMIT MODIFICATIONS-DESIGN UPDATES CAG JFA ZAE PHONE: [phone]
0 MX7486061 12/11/2023 FOR CONSTRUCTION CAG JFA ZAE N FEET) 512-4/L4 FAX: F-09299.981.9923 526 SOUTH CHURCH STREET
CHARLOTTE N.0 28202 s wRe SHEET
9 OF 13
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED 1 Inch= 50 ft. Dewberry Project No.50160689 www.dewberry.com TELEPHONE No.[phone]

EROSION AND SEDIMENTATION CONTROL TYPICAL SEEDING SCHEDULE FOR PIEDMONT AND COASTAL AREAS(EXCEPT BEACH DUNES) WETLAND/RIPARIAN BUFFER SEEDING SCHEDULE IN PIEDMONT AREAS
1. LIME,SEED,AND FERTILIZER SHALL BE APPLIED WITH NECESSARY EQUIPMENT TO GIVE UNIFORM DISTRIBUTION OF THESE MATERIALS.THE KINDS SEED SHALL BE APPLIED WITH NECESSARY EQUIPMENT TO GIVE UNIFORM DISTRIBUTION OF THESE
CONSTRUCTION SEQUENCE NOTES OF •
TBMATERIAHRRRINAPPLIE°PER"ERE
MATERIALS.THE KINDS OF MATERIALS TO BE APPLIED PER ACRE: MAOT
TEMPORARY SEEDING-AP NANPF
LOVER is NEEDED FOR MEAN.DURING AND c000RR/ DISTURBED
• WATTLES SHALL BE INSPECTED WEEKLY AND
t. DUKE ENERGY REPRESENTATIVE SHALL OBTAIN AND/OR CONFIRM ALL APPLICABLE PERMITS HAVE BEEN OBTAINED AND KEEP HARD-COPIES ON-SITE IN AREAS ARE TEMPORARILY LEFT INACTIVE.TEMPORARY GROUND Coven SHALL BE ESTASLISAEOACCORDmG TO THE FOLLOWING SCHEDULE: PERMANENT WETLAND/RIPARIAN SFFDING AFTER EACH RUNOFF EVENT.
DATE rvLF PLANTING RATE FERTILIZER IIMFSTONE pTRAW MULCH • SEDIMENT DEPOSITS SHALL BE CLEANED FROM
THE PERMITS BOX OR POST ON SITE. ANY PROJECT REVISIONS THAT RESULT IN ADDITIONAL LAND DISTURBANCE OR CHANGE IN DRAINAGE PATTERNS + THE WATTLES WHEN IT REACHES HALF THE
CD SHALL BE SUBMITTED TO DUKE ENERGY FOR APPROVAL AND NCDEQ FOR PERMIT MODIFICATION. TIFF-1n RI END THE KINDS OF SEED AND FERTILIZER,AND THE RATES OF APPLICATION OF SEED,FERTILIZER AND HEIGHT OF THE LOG.
LIMESTONE,SHALL BE AS STATED BELOW.DURING PERIODS OF OVERLAPPING DATES,THE KIND OF SEED ?H • DAMAGED WATTLES SHALL BE REPLACED WTHIN
2. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE UNTIL ALL RIGHT-OF-WAY OR PERMANENT UTILITY EASEMENTS HAVE BEEN ACQUIRED.NO LAND MAR_1-AUG.31 50 LBS/ACRE BOO LBSIACRE 4000 LBSIACRE 4000 LBS/ACRE 24 HOURS OF INSPECTION.A SUPPLY OF
DISTURBING ACTIVITIES SHALL TAKE PLACE OUTSIDE THE PROJECT LIMITS WITHOUT NCDEQ AND DUKE ENERGY APPROVAL. BROWNTOP MILLET TO BE USED SHALL BE DETERMINED.ALL RATES ARE IN POUNDS PER ACRE. WATTLES SHALL BE MAINTAINED ON SITE FOR
DISTURBED THIS PURPOSE.
3. NO DEMOLITION,CONSTRUCTION,OR LAND DISTURBANCE ACTIVITIES SHALL BEGIN UNTIL ALL APPLICABLE EROSION CONTROL MEASURES HAVE BEEN SEP.1-FEB.28 RYE GRAIN 100 LBS/ACRE 800 LBS/ACRE 40W LBS/ACRE 4000 LBS/ACRE MARCH 1-AUGUST31 SEPTEMBER 1-FEBRUARY 28 AREA
INSTALLED. IF CLEARING IS REQUIRED FOR INSTALLATION OF A GIVEN MEASURE,ALL OTHER MEASURES SHALL BE INSTALLED FIRST. THE NECESSARY lBS CREEPING RED FESCUE 18# CREEPING RED FESCUE NUSE OTE w NOMINAL DIAMETER
LAND DISTURBANCE ACTIVITIES REQUIRED FOR INSTALLATION OF THE GIVEN MEASURE MAY THEN PROCEED. 6# INDIANGRASS 6# INDIANGRASS Cola FRET(COCONUT)
WATTLE AND LENCTn of Io Fr.
4. NOTIFY THE STATE DEQ-DEMLR OFFICE AT THE WINSTON-SALEM REGIONAL(336-776-9800)AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION PERMANENT HEEDED 8# LITTLE BLUESTEM 8# LITTLE BLUESTEM ,A R0f'9 EXCAVATED A o2 TO PLACED.
INCH TRENCH
ACTIVITIES. 4# SWITCHGRASS 4# SWITCHGRASS OE �Q�s��' \�� FORWATTLE T B
5. EROSION AND SEDIMENT CONTROL(E&SC)PERMIT AND A CERTIFICATE OF COVERAGE(COC)MUST BE OBTAINED BEFORE AND LAND DISTURBING OnTE TYPE 1'I ANTINr,RATE FERTILIZER" STRAW MI II 25# BROWNTOP MILLET 35# RYE GRAIN '( J P SLOPE. LACE WATTLES ON TOE of
ACTIVITIES. Fono-m BLEND 500# FERTILIZER 500# FERTILIZER
\\ NorP
6. UTILITIES SHOWN IN APPROXIMATE MANNER ONLY.CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO BEGINNING MAR.1-AUG.31 BOO LBSIACRE 4000 LBS/ACRE 400E LBSIACRE 4000# LIMESTONE 4000# LIMESTONE \ N.EBR'SAIL?"'
MTH A 2
DEMOLITION,CONSTRUCTION OR LAND DISTURBING ACTIVITIES. HULLED BERMUDA 25 LBSIACRE WATTLES CROSS SECION.
7. INSTALL WATTLES AND ANY OTHER NECESSARY EROSION CONTROL MEASURES PER PLAN DETAILS AND NCDEQ REQUIREMENTS. IT IS THE CONTRACTORS CENTIPEDE 10 LBSIACRE APPROVED CREEPING RED FESCUE CULTIVATE:ABERDEEN,BOREAL,EPIC,C NDY LOU sTAKEsEAND MINIMUM OSLOPE uasloPE
ISOMETRIC VIEW STAKES AT cR ANGLE TO WEDGE
RESPONSIBILITY TO KEEP ALL DIRT OFF PAVED ROADS AND OUT OF STREAMS/WETLANDS. FERTILIZER SHALL BE 10-20-20 ANALYSIS.A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED GROUND.
E 100 LBS/ACRE
8. BEGIN TREE CLEARING. sEP.1 FEB.2B URCULTALL E BERMUDA 3s LBS/ACRE THE 1-2-2 RATIO IS MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDED THE SAME 1 1 PROVIDE STAPLES MA of clzs IN.
9. BEGIN DISTRIBUTION LINE WORK. GRASS AMOUNT
AMOUNT OF PLANT FOOD AS 10-20-20 ANALYSIS AND AS DIRECTED. TOE OF Fug DIAMEFORMTER STEELMMIE MADE
NOT LESS
CENTIPEDE 10 LBS/ACRE \\\\
10. SITE SHOULD BE"STORM READY"AT THE END OF EACH WORK DAY.'STORM READY'IS DEFINED A5 THE SITE BEING STABILIZED OR IF THE SITE IS NOT RYE GRAIN 15 LBS/ACRE 1. CULTIPACK ALL DISTURBED AREAS,BROADCAST RECOMMENDED SEED THEN CULTIPACK(AGAIN) PSLOPE THAN Iz IN LENGTH
STABILIZED,EROSION AND SEDIMENT CONTROL MEASURES MUST BE IN PLACE. SLOPESSTEEPER.ADDLBS/ACRESERICEALESPEDEZAYEARROUND. OVER THE SEED BEFORE COVERING WITH WHEAT STRAW.REPEAT THE PROCESS IN THE EVENT OF STAKE IS
11. PROVIDE TEMPORARY SEEDING TO ALL DENUDED AREAS AFTER CLEARING OPERATIONS AS SOON AS FEASIBLE BUT NOT LONGER THAN 7 CALENDAR DAYS. AT THE ENVIRONMENTAL OVERSIGHT INSPECTORS REDDEST,50 LBS/ACRE PENSACOEUBAwUGRGSS MAY BE ADDED OR SUBSTITUTED TO THE SEED MIX. FLOODING THAT REMOVES SEED AND STRAW FROM THE PREPARED AREA. BOTH
SIDESTO WA IETANDs AT EACH
PROVIDE PERMANENT GROUNDCOVER WITHIN 14 CALENDAR DAYS.MULCHING CAN BE USED FOR INSTANT STABILIZATION ON NEW LINE PROJECTS THAT 2. THE SURFACE SHALL BE MADE SMOOTH AND TRUE TO GRADE.THE AREAS SHALL BE PREPARED BY MEANS OF DISKING AND CROSSDISKING,
REQUIRE CLEARING. TEMPORARY AND PERMANENT SEEDING WILL BE REQUIRED IN AREAS WHERE MULCHING IS INSUFFICIENT FOR INSTANT STABILIZATION. 2. PERMANENT SEEDINGSHALL BE ESTABLISHED BY THE SELECTEDSEED MIX DESCRIBED FOR BREAKS G LARGE SLOPES.
R MAXIMUM SPACING OF 25 FT.
DEEP SEEDBED OBTAINED.CARE BE EXERCISED PREPARATION OF SEEDBEDS ON SLOPES EO KEEP DLOOSE SOIIINLPucE RACER FOUR-INCH
PLANTING S C SC
12. TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE HAS BEEN STABILIZED. PERMIT IT TO ACCUMULATE AT THE FOOT OF THE SLOPE.SEEDBED SHALL BE APPROVED PRIOR TO PLANTING THE SEED.PRIOR TO THE UST IN"PERMANENT SEED MIS"PROVIDED HEREIN.IF ANY SPECIES OF THE PERMANENT SEEDING
18.WATTLE DOWHSLOPE STAKE
13. ANY DEWATERING OF TRENCHES IS TO BE DONE THROUGH A SILT BAG.SILT BAG SHALL BE CONTINUOUSLY MONITORED DURING OPERATION. TILLAGE OPERATION.LIME AND FERTILIZER SHALL RE BROADCAST WITH AN APPROVED SPREADER OVER THE SEEDBED IN ACCORDANCE WITH THE MIXTURE IS NOT AVAILABLE,CONTACT THE CONSTRUCTION MANAGER FOR SUBSTITUTE SPECIES. TOP VIEW
SCHEDULE.
14. PER NPDES REQUIREMENTS,A RAIN GAUGE,SELF-INSPECTIONS RECORDS,PERMIT,CERTIFICATE OF COVERAGE,AND OWE PLAN ARE REQUIRED TO BE
MAINTAINED ON SITE AND ACCESSIBLE DURING INSPECTION.IT IS RECOMMENDED THAT THESE ITEMS BE PLACED IN A PERMTS BOX AT THE BEGINNING 3. AFTER THE SEEOBDSHAVE BEEN PREPARE AND APPROVED,THE MIXTURE OF GRASS SEES,.SPECIFIED,SHALL BE SOWED BY MEANS OF AN 3. THE SEEDING SHALL BE COVERED WITH COIR MATTING BELOW BANKFULL AND STRAW MULCH OR DISTURBED AREA
OR ENTRANCE OF PROJECT APPROVED SEEDER AT THE APPROPRIATE RATE,THE SEED WORKED INTO THE SOIL TO A DEPTH APPROXIMATELY IIVNCH AND THEN COMPACTED APPROPRIATE REPLACEMENT,ABOVE BANKFULL TO THE LIMITS OF DISTURBANCE.MULCH IS TO BE
15. DUKE ENERGY ENVIRONMENTAL REPRESENTATIVE SHALL CONDUCT PROJECT INSPECTIONS OF EROSION CONTROL MEASURES AND STORMWATER OUTFALLS BY MEANS oFAculrwacKRR ROLLER OR OTHER APPROVES EQUIPMENT. SPREAD BY HAND,BLOWER OR OTHER SUITABLE EQUIPMENT AND ANCHORED INTO THE TOPSOIL ' /
WEEKLY AND AFTER EVERY RAIN EVENT 1"OR GREATER. ALL CONTROL DEVICES SHALL BE MAINTAINED AS SPECIFIED BY THE CONTRACT DOCUMENTS. 4. GRAIN STRAW SHALL BE APPLIED OVER SEEDER AREAS AS A MULCH WITHIN 20 HOURS CE THE INIRAL SEEDING OPERATION.NO BARE GROUND WITH POLY DURING OR DISCING. 18"WATTLE
A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE TO FACILITATE RAINFALL MONITORING.THE DUKE ENERGY ENVIRONMENTAL REPRESENTATIVE SHALL BE VISIBLE WHEN RIDING Bs,MULCHED AREA IF PROPER APPLICATIONS ARE ACHIEVED.THICK CLUMPS OF STRAW ARE NOT PERMISSIBLE AS III III I II-III III- III-
SHALL MAINTAIN THESE RECORDS AT THE ON-SITE OFFICE FOR AUDIT BY DEQ. INSPECTIONS ARE REQUIRED UNTIL PROJECT STABILIZATION IS EVIDENT AUNIFoam COVERAGE IS EXPECTED. 4. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE 2'WOODEN STAKE 2"-3"TRENC
BY 80%VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING,AT SUCH TIME THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL ALr 1APPLICATIDN RATE OFaw GALLON PER sauaRE raaDIlO Gauous PER 1000 E.FT I4B0
DEVICES. ADDITIONALLY,THE DUKE ENERGY ENVIRONMENTAL REPRESENTATIVE SHALL BE RESPONSIBLE FOR CONDUCTING'SELF-INSPECTIONS'INDICATING B GALLONS PER A STRAW MULCH AREAS ETACKEDGITH asPH INITIAL SEEDING OPERATION AT A RATE OF 4,000 LBSIACRE.NO BARE GROUND SHALL BE VISIBLE INSET A
ACRE),ROVING,OR NETTING.ON STEEP SLOPES,NETTING Is PREFERRED. WHEN RIDING BY A MULCHED AREA IF PROPER APPLICATION IS ACHIEVED.THICK CLUMPS OF STRAW 2
THE DATE DEVICES ARE INSTALLED AND STABILIZATION MEASURES ARE INITIATED. THE'SELF-INSPECTION'REPORTS SHALL BE MAINTAINED AND (-^-
SUBMITTED TO DUKE ENERGY ONCE STABILIZATION OF THE PROJECT HAS BEEN ACCOMPLISHED AND THE TEMPORARY MEASURES HAVE BEEN REMOVED. N ROLLED EROSION CONTROL PRODUCTS SHALL AB USED AS DITCH TREATMENT OR ON SLOPES AS SPECIFIED ON THE PLANS. ARE NOT PERMISSIBLE AS A UNIFORM COVERAGE IS EXPECTED. _i_
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF SEDIMENT ON-SITE. IF THE APPROVED EROSION AND SEDIMENTATION CONTROL 7. AT COMPLETION OF ANY PHASE OF GRADING ACTIVITIES OR WHERE CONSTRUCTION WILL TEMPORARILY CEASE, 15 15 I
MEASURES PROVE INSUFFICIENT,THE CONTRACTOR MUST TAKE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE WITH PRIOR SEEDING SHALL BE COMPLETED IN ALL DISTRUBED AREAS AS SPECIFIED IN THE STABILIZATION TIMEFRAM MINIMUM. 5. MULCHED AREA SHALL BE TACKED WITH LIQUID ASPHALT AT A RATE OF 0.10 GALLON PER SQUARE
E TABLE BELOW AMIN „II„ II„I I„II L„II,
APPROVAL FROM THE DUKE ENERGY REPRESENTATIVE. YARD(10 GAU1000 SQ.FT.)HYDRAULIC TACKING MATERIAL SHALL BE USED IN HIGH QUALITYWATER
17. CONTRACTOR SHALL MAINTAIN COMPLIANCE WITH ALL PERMITS AND PLANS. ANY CHANGES SHALL BE APPROVED BY NCDEQ AND DUKE ENERGY SPED e. auarvnTY OF FERTILIZER AND LIME SHALL BE comFRME BY SOILS TEST. _ ZONES AND CRITICAL HABITAT AREAS.
COMPOST OR SOIL TESTING SHALL BE APPLIED AT THE DISCRETION OF THE DEP REPRESENTATIVE SEE INSET A
PRIOR TO EXECUTION. A COPY OF ALL PERMITS SHALL BE MAINTAINED BY THE CONTRACTOR ON-SITE AT ALL TIMES. ® v.6® u FRONT VIEW
18. PURSUANT TO NC GENERAL STATUTE 113A-54.1(E),THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF EROSION CONTROL DEVICES AT mATERIALS. 6. DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE DITCH
-.�..e..��
COMPLETION OF EACH CONSTRUCTION PHASE AND DOCUMENT SUCH INSPECTIONS AS OUTLINE IN SA NCAC 048.0 131.FOR INSPECTION AND I.THE LIMESTONE
SHALL SE DOLOMITIC AGRICULTURAL GROUND LIMESTONE LESS IOW MAGNESIUM OXIDE MP INTO SOIL OA0 _ "" _ EROSION.USE OF EXCELSIOR MATTING OR FIBERGLASS/SYNTHETIC ROVING IS ACCEPTABLE.DITCH r®pe.®,ve4
MONITORING RECORDS THE ACTIVITIES UNDER STORMWATER GENERAL PERMIT NCG010000 AND SELF-INSPECTION RECORDS FOR LAND DISTURBING ", 2.�"�_.,.-.--_- TREATMENT SHALL BE INSTALLED BEFORE MULCHING OPERATION. , ,�q„��e,eeo
ACTIVITIES PER GENERAL STATUTE 113A.54.1 FORMS SEE """
INcaes DEEP """'°" ""
Olc
z FEanuzEa SHAG BE COMMERCIAL lolnlo PSALMS me®* "•e`6"eo-.0
"//DEQ.NE.GOV/ABOUT/DIVISIONS/ENERGY-MINERMAL-LAND-RESOURCES/EROSION-SEDIMENT-CONTROL/FORMS". K - "ss """""""""'3`.3 Soo®�''e00.'
THE OHEMO4,AN>,YSISOFTHE PRODUCT ANOTHE WEIOHr.IF NOT USED ",,,„„_•""_"","",,,, ,,,_ ,,,,_m„w_,,,,,,,, 7. VEGETATION SHALL BE ESTABLISHED ON ALL DISTURBED AREA WITHIN 15 DAYS OF COMPLETION OFF���"��p4P`"Y"o"A"
19. SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND IMNEDIATELYA TER[PIKERS THE FERTIDEERSHALBESTORES INA MANNERWILMA LOLL NOT ALLOW IT TO ANY PHASE OF GRADING ACTIVITIES WHERE CONSTRUCTION WILL TEMPORARILY CEASE FOR MORE
WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH.ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS WARDEN DR DEsraov EFFECTIVENESS.MIX INTO SELL RR- 4'
THAN 21 CALENDAR DAYS. e®• '00
DESIGNED.ALL TSC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN.A RAIN GAUGE SHALL BE INSTALLED DUKEd •etlae4b;,e e• tl•
AT THE PROJECT SITE FOR MONITORING. �� ®�®�0000 'MP GERMISPRON ENERGY. g. AFTER NCDEQ APPROVAL OF ESTABLISHED VEGETATIVE COVER,REMOVE ALL FENCING AND STAKES o°ee°ee°�®���eOo°ee°eo°�®��®e°ee°ee°®®
20. WHEN THE PROJECT IS COMPLETE,THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN.AFTER DEMUR INFORMS THE PERMITTEE OF ALL BE nx,IwvDM of ssN.mESEEs LABEL SHALL eEA"GEMMED PROGRESS COMPLETELY WITHOUT MACHINES. o�.>?<:®.m t..o�.?e-B.m'1111•
THE PROJECT CLOSE OUT,VIA INSPECTION REPORT,THE PERMITTEE SHALL VISIT deq.nc.gov/NCGOR TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION I r AND POONOVm APLANKL SMALL GRAIN ETMW,BOOS ON OTHER SEDIMENT AND EROSION CONTROL DETAILS
sunny
(e-NOT).A S100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE a-NOT HAS BEEN FILLED OUT" TRAN°SNISSION ENGINEERING IB"WATTLE
12-05-2017 PERMANENT SEEDING REVISIONS LOE MT KT
21. AFTER SITE IS STABILIZED,REMOVE ALL TEMPORARY EROSION CONTROL MEASURES,AND PROVIDE PERMANENT SEEDING WHERE TEMPORARY MEASURES 3 aAw now.Rr Em.IN co/mamma zom.E DOUBLE ROW WATTLE SPACING
2 03206-2012 FORMAT REVISIONS LOE POT DOT L ON STANDARD DRAWING
HAVE BEEN REMOVED AND GROUNDCOVER IS NOT ADEQUATE. 0R200-2016 REVISIONS LOE SOT DOT SCALE T'•r•e. SCALE PAT 10 LI
05-0622013 INITIAL RELEASE SFP OCT SIP DE.e.SFP cm.AMA Ns,SFP
ND. BATE RENISIDI AT LTA, AR, DAIS 05.06-13 m+c.No.CT-65370 SIT I OF 1
p 4 X 0 OUTLET W/DITCH OUTLET W/O DITCH ZO
NOTES } D CLASS'B'RIP RAP CLASS I RIP RAP CLASS'8'RIP RAP CLASS I RIP RAP > WATTLES NTS
3 I B' Q Q A� TONS T>ET E S.V. TONS T LET=,E TONS 'FIE-.5',. S.V. TONS T=T Q Q
- ;.^�. Z 3Cd •L 12" 2 55 L 5 2 E55 L 1 4 2 1 Is 4.` Z¢ZU
USE CLASS A EROSION CONTROL STONE ,*J fy* wE a�z c'�♦� 15" 2 7 7 3 7 1 5 3 2 6 E oo0_iz
FOR STRUCTURAL STONE. athlaY,}�wZ�..TrS a,.fF ya.' EARTH BERM z i - ��' 18" 3 10 9 •
4 10 2 7 4 2 8 .2 LL -
USE NO. 5 OR NO. 57 STONE FOR g'a Z' +/i!1'-7 i}.J' IO2.00 )�• �!Ij 24" 5 14 15 7 15 3 11 7 4 12 F8,o,,
f�,.,F tJ 9i,cpO Oi a H- �' 30" 8 21 21 11 22 5 16 11 7 17 r i H z w
SEDIMENT CONTROL STONE. � yf <<,iVIF0•Gb�•I•O� PIPE Fn H1LOJ 36" 11 28 29 15 30 7 22 16 10 23 01,0,
CONSTRUCT TOP OF BERM A MINIMUM OF }`+r)ra `;N CI•et••I•41e, oo'� 42" 15 37 39 20 39 10 2B 22 13 30 O BO 00
• ONE FOOT BELOW THE SHOULDER OR A ,f4iV i•B �LOCI••I;I•�•a A AN�� r° ae" - - ae 26 SD - - 2B 17 38 �07. �� Lr,
DIVERSION POINT. fa tJ �OO°��0,,/�'`• �•�0•C FLOW
m w� 1 - 5a" - - 60 33 62 - - 36 21 a7 wo N.
PROVIDE A TOTAL SEDIMENT TRAPL :' [:3�•o����I� �•� D, o _ so" _ _ 73 ao 75 _ _ as 26 ss o v
< 66" _87 48 89 54 32 67 M
VOLUME OF 3600± CUBIC FEET PER ACRE nee 'tA,•V��•••S�,',ti� 72 - - 102 57 104 - - 64 38 78 r
OF DISTURBED AREA. SOME OF THE ..v,t.W '•• •I••0•ii- I•[�I I mo
REQUIRED VOLUME MAY BE PROVIDED t ,•J oO •o O••ao W FOR BCALCULATION PURPOSES 4 X° -I I- 0
1 a 7 O0I • COI•Ia•' 1 ___ CLASS 131 RIP RAP= 100 LBS./FT3 W i
1 .O Q I" .I•Q0 CLASS I RIP RAP = 105 LBS-/FT3 J
BY UP OR DOWNSTREAM CONTROLS. i;1SYa}�, ,1 lit• •I•Nor H �.4411• ! •�• • H
rtvi'r)x),iy r-"�iI••OF ¢ a 'ref* it, 2 X 0- 1�elt*0:V o o W
L?,'Y e NI A.-�e"1. D F j$ z w
t�ft 9r} 7� .. 1 STRUCTURAL STONE i•N•lii • B T- ,•'��WI\�Y• • B CJ W O
•
014 *it
'•Y. . T ry�:..:n, ce zi-i cc
4'4541-.....a.%a,' a PLAN of O
UJ SEDIMENT CONTROL STONE p E O Q jr
PLAN O I-I _D_ SLOPE 1Y/:1 OR FLATTER •*\�L Q a CO
Q W v L \•� ) � \ Zre Tx
2'MIN. Z y I •i�dlL• I ~
EARTH BERM F 1 \, En M S Tn I
STRUCTURAL STONE In W T ° > I-1 0
12" MIN 12" 3 M H IT PLAN ¢ O o w
y,y I� IB" MIN. ROADWAY SHOULDER 0 ¢ LL�.1 Q GEOTEXTI LE a
_� 12" MIN. O W W =
-7NIT!; •O { D` a SECTION A-A o 0-
DIVERSION POINT 9;'[.1,..ke,� I�•0./ MBN. •' D* FLOW a PIPE OUTLET WITH DITCH T I c=7 a0
I 7'-6" MIN" I 0 H= RIP RAP TO TOP OF PIPE (MAX. H =D+T) GEOTEXTILE W
T= 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS WSEDIMENT CONTROL STONE PIPE D*-24" PIPE MAX. 0
T. 12" CLASS'B'RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS SECTION B-BSHEET 1 J
SECTION A-A PIPE OUTLET WITHOUT DITCH oE1
SHEET 1 OF 1 I$76.02 5
1635.02 w
H
(3-`".iEssid44 TITLE
`/' DUKE R-5759 STATESVILLE ROAD PHASE 1 `e
:ate y9r • Dewberry® �� DISTRIBUTION PROJECT
SEAL �: _ :! ENERGY. WO#20743475
g • 055132 . = Dewberry Engineers Inc.
3_' N . '•(•3 2610 WYCLIFF ROAD
. SUITE 410
Ap •R �s - RALEIGH,NC27607 CAROLI NAS EROSION AND SEDIMENT CONTROL DETAILS 1
1 MX7486061 3/29/2024 PERMIT MODIFICATIONS-DESIGN UPDATES CAG JFA ZAE PHONE: [phone]
0 MX7486061 12/11/2023 FOR CONSTRUCTION CAG JFA ZAE SA4/L4 FAX: [phone] 526 SOUTH CHURCH STREET
CHARLOTTE N.C.28202 s WING SHEET10 OF 13
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED Dewberry Project No.50160689 www.dewberry.com TELEPHONE No.[phone]

DESIGN CRITERIA:
MAINTENANCE: 1. AGGREGATE SIZE: 2-3'.DIAMETER WASHED STONE
2. PAD THICKNESS: 6"MINIMUM
• MINOR LEVELING IS ACCEPTABLE FOR SAFE PLACEMENT OF MATS 3. PAD WIDTH: 12'MINIMUM
• NO CUT MATERIAL FROM OUTSIDE WETLANDS IS TO BE PLACED IN 4. PAD LENGTH: 50'MINIMUM
WETLANDS 5. PAD LOCATION: LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT
• CUT AND FILL SLOPES SHALL BE STABILIZED IMMEDIATELY UPON SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE MAXIMUM UTILITY BY ALL
COMPLETION OF ROADWAY GRADING. CONSTRUCTION VEHICLES.AVOID STEEP GRADES AND ENTRANCES AT CURVES IN
• MATTING SHALL BE INSPECTED WEEKLY(DAILY ON ACTIVE ROADS)AND WATTLES TO ABUT PUBLIC ROADS.
AFTER EACH RUNOFF EVENT.DAMAGED OR MATTING SHALL BE COMPOSITE MATTING 6. WASHING: IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THE MUD AND
RESTORED WITHIN 24 HOURS OF INSPECTION. (SEE WATTLES DETAIL FOR SEDIMENT ARE NOT REMOVED BY VEHICLES TRAVELING OVER THE GRAVEL,THE
TIRES SHOULD BE WASHED. WASHING SHOULD BE DONE ON AN AREA STABILIZED
• AS SOON AS THE MATTING IS NO LONGER NEEDED,IT SHALL BE
SIZE AND INSTALLATION) WITH CRUSHED STONE THAT DRAINS INTO A SEDIMENT TRAP OR OTHER SUITABLE
REMOVED.ALL MATERIALS SHALL BE DISPOSED OF PROPERLY AND DISPOSAL AREA. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE
DISTURBED AREAS STABILIZED. CONVENIENT AND EFFECTIVE.
INTERLOCKING DURA-BASE® MAINTENANCE:
ADVANCED-COMPOSITE MAT SYSTEM * / • ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTAINED TO THE SPECIFIED DIMENSIONS BY
Yj ADDING ROCK.A STOCKPILE SHALL BE MAINTAINED ON SITE FOR THIS PURPOSE.
• ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE
IMMEDIATELY.
Yi WETLAND AREA • IF EXCESSIVE AMOUNTS OF SEDIMENT ARE BEING DEPOSITED ON ROADWAY,EXTEND LENGTH OF ROCK CONSTRUCTION
ENTRANCE BY 50 FOOT INCREMENTS UNTIL CONDITION IS ALLEVIATED OR INSTALL WASH RACK.
• WASHING THE ROADWAY OR SWEEPING THE DEPOSITS INTO ROADWAY DITCHES,SEWERS,CULVERTS,OR OTHER
DRAINAGE COURSES IS NOT ACCEPTABLE.
•••,.................... m
•
QJO P�� og 50'M/Nby4y
Yr
WETLAND AREA .../ E°H�
x
/D GEOTEXTILE FABRIC TO STABILIZE
NOTESETAILS: 1(/
• CS/ETAIL MAT MATERIAL IS HIGH FOUNDATION(ESPECIALLY IMPORTANT
DENSITY POLYETHYLENE OR WATTLES TO ABUT WHERE WETNESS IS ANTICIPATED) 414,ne. 12'MIN.
EQUIVALENT. COMPOSITE MATTING
• MAT DIMENSIONS ARE 8'X 14'X (SEE WATTLES DETAIL FOR 2-3"DIAMETER
4-1/4". SIZE AND INSTALLATION) WASHED STONE DEEP PERSPECTIVE VIEW
• MATS INTERLOCK WITH INSTALLATION. •
LCOMMERCIALLY MADE COMPOSITE MAT NTS - CONSTRUCTION ENTRANCE(NC) NTS
N-
v
M
V
N
2
I—
U
w
0
0
a
z
0
H
m
m
I-
I-
Tn 1
a
i
w
Tn
a 1
o
0
IY
w
J
J_
co
w
Q
Lo H
Co
` N.
c•"ii8§/ci 4. (TEE o
`/'' DUKE R-5759 STATESVILLE ROAD PHASE 1 ce
�•, *7. Dewberry® f� DISTRIBUTION PROJECTce
SEAL �: _ •:! ENERGY. WO#20743475
g • 055132 • = Dewberry Engineers Inc.
'i j 4N E'•O 2610 VVYCLIFF ROAD
p •p'N� N�`\ - RALEIGH,NC 27607 CAROLI NAS EROSION AND SEDIMENT CONTROL DETAILS 2
I 1 MX7486061 3/29/2024 PERMIT MODIFICATIONS-DESIGN UPDATES CAG JFA ZAESUITE 410
PHONE: [phone]
0 MX7486061 12/11/2023 FOR CONSTRUCTION CAG JFA ZAE V24/L4 FAX: [phone] 526 SOUTH CHURCH STREET
CHARLOTTE N.C.28202 s DRAWING SHEET
11 OF 13
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED Dewberry Project No.50160689 www.dewberry.com TELEPHONE NO.[phone]

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER
Implementing the details and specifications on this plan sheet will result in the construction oR STAPLES
S
2. Provide drip pans under any stored equipment. o o °°„ ", aE M^To�A�M°",
activity being considered compliant with the Ground Stabilization and Materials Handling o o/a"s^° o ==o,� _•""° °,°°E"M "
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the > E o
sections of the NCGO1 Construction General Permit(Sections E and F,respectively). The 0 d s°° °"s,,,°Eg `_ '"`°"
project. o> o oE=w° 1a°,�� o o
permittee shall comply with the Erosion and Sediment Control plan approved by the 0 0 0`0 - -� <o�A 0>
delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spent fluids,store in separate containers and properly dispose as ' ", .r" o o y i SECTIONS x
may not apply depending on site conditions and the delegated authority having jurisdiction.
hazardous waste(recycle when possible).
M,",M°M,
5. Remove leaking vehicles and construction equipment from service until the problem w" ----,o,oS�''D.S'D SECTION A-A °""s' `s "°"`°""°"° ""'"`°'"""°
SECTION E:GROUND STABILIZATION has been corrected. I°I °'`"MEEoas"p""' sEuL BE mAllcutuEo mi.THE LIQUID
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products "%°rr"Es.R"`.°"`s`-^"^ °"E""E= IS°� °,"°"E°oFf^EEa°^"°
Required Ground Stabilization Timeframes PLAN °,E�.M"R„E°"„"=,°""°E"°„"°osTo °w„"s°""°E
to a recycling or disposal center that handles these materials. "°.,"°°w,
Stabilize within this °� �"
many calendar Timeframe variations BELOW GRADE WASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE
Site Area Description days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE "°"°s`"'� "°'T°"`"`E
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers.
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes.
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 1. Do not discharge concrete or cement slurry from the site.
waters unless no other alternatives are reasonably available. 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local
(b) High Quality Water 7 None 4. Locate waste containers on areas that do not receive substantial amounts of runoff and state solid waste regulations and at an approved facility.
(HOW)Zones from upland areas and does not drain directly to a storm drain,stream or wetland. 3. Manage washout from mortar mixers in accordance with the above item and in
(c) Slopes steeper than If slopes are 10'or less in length and are 5. Cover waste containers at the end of each workday and before storm events or addition place the mixer and associated materials on impervious barrier and within
3:1 7 not steeper than 2:1,14 days are provide secondary containment. Repair or replace damaged waste containers. lot perimeter silt fence.
allowed 6. Anchor all lightweight items in waste containers during times of high winds. 4. Install temporary concrete washouts per local requirements,where applicable. If an
-7 days for slopes greater than 50'in alternate method or product is to be used,contact your approval authority for
7. Empty waste containers as needed to prevent overflow. Clean up immediately if pp length and with slopes steeper than 4:1 review and a royal. If local standard details are not available,use one of the two
containers overflow. types of temporary concrete washouts provided on this detail.
-7 days for perimeter dikes,swales, yp p y
8. Dispose waste off-site at an approved disposal facility.
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or
-10 days for Falls Lake Watershed PAINT AND OTHER LIQUID WASTE discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
-7 days for perimeter dikes,swales, 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
ditches,perimeter slopes and HQW Zones 2. Locatepaint washouts at least 50 feet awayfrom storm drain inlets and surface
(e) Areas with slopes can be shown that no other alternatives are reasonably available. At a minimum,
flatter than 4:1 14 -10 days for Falls Lake Watershed unless waters unless no other alternatives are reasonably available. install protection of storm drain inlet(s)closest to the washout which could receive
there is zero slope 3. Contain liquid wastes in a controlled area. spills or overflow.
Note:After the permanent cessation of construction activities,any areas with temporary 4. Containment must be labeled,sized and placed appropriately for the needs of site. 7. Locate washouts in an easily accessible area,on level ground and install a stone
ground stabilization shall be converted to permanent ground stabilization as soon as 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from entrance pad in front of the washout. Additional controls may be required by the
practicable but in no case longer than 90 calendar days after the last land disturbing construction sites. approving authority.
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved. PORTABLE TOILETS 8. Installimits at least one sign the
gouncrete trucksdetoithe washout within the project
limits. Post signage on the washout itself to identify this location.
1. Install portable toilets on level ground,at least 50 feet away from storm drains, 9. Remove leavings from the washout when at approximately 75%capacity to limit
GROUND STABILIZATION SPECIFICATION streams or wetlands unless there is no alternative reasonably available. If 50 foot
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the offset is not attainable,provide relocation of portable toilet behind silt fence or place componentsoolow events.when Replace the unc itarp,snal. Whenbag or other temporaryrntistructural
proprietary
rpl
techniques in the table below: on a gravel pad and surround with sand bags. no longer functional. utilizing alternative or proprietary
products,follow manufacturer's instructions.
• Temporary grass seed covered with • Permanent grass seed covered with 2. Provide staking or anchoring of portable toilets during periods of high winds or in high 10. At the completion of the concrete work,remove remaining leavings and dispose of
straw or other mulches and tackifiers straw or other mulches and tackifiers foot traffic areas. in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance
• Hydroseeding • Geotextile fabrics such as permanent 3. Monitor portable toilets for leaking and properly dispose of any leaked material. caused by removal of washout. Ln
• Rolled erosion control products with soil reinforcement matting N-
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace v
or without temporary grass seed • Hydroseeding 03
with properly operating unit. v
• Appropriately applied straw or other • Shrubs or other permanent plantings - N-
mulch covered with mulch N
• Plastic sheeting • Uniform and evenly distributed EARTHEN STOCKPILE MANAGEMENT HERBICIDES,PESTICIDES AND RODENTICIDES it
ground cover sufficient to restrain 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 1. Store and apply herbicides,pesticides and rodenticides in accordance with label F
erosion 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls restrictions. 0
tu
• Structural methods such as concrete, and surface waters unless it can be shown no other alternatives are reasonably 2. Store herbicides,pesticides and rodenticides in their original containers with the p
asphalt or retaining walls available. label,which lists directions for use,ingredients and first aid steps in case of cc
• Rolled erosion control products with 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of accidental poisoning. z
grass seed five feet from the toe of stock pile.
P 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS 3. Provide stable stone access point when feasible. possible or where they may spill or leak into wells,stormwater drains,ground water m
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance or surface water. If a spill occurs,clean area immediately. F
1. Select flocculants that are appropriate for the soils being exposed during rn
with the approved plan and any additional requirements. Soil stabilization is defined 4. Do not stockpile these materials onsite. o
construction,selecting from the NC DWR List of Approved PAMS/Flocculants. as vegetative,physical or chemical coverage techniques that will restrain accelerated
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. erosion on disturbed soils for temporary or permanent control needs. 2 tu
on
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved NCGO1 GROUND =
PAMS/Flocculants and in accordance with the manufacturer's instructions. HAZARDOUS AND TOXIC WASTE o_
0
4. offsite.e ponding area for containment of treated Stormwater before discharging 1. Create designated hazardous waste collection areas on site. STABILIZATION AND
0
2. Place hazardous waste containers under cover or in secondary containment.
Lu
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
or surrounded by secondary containment structures. MATERIALS HANDLING N
w
F-
\\���N CAR�,i G N-
e• ° ' ""E R-5759 STATESVILLE ROAD PHASE 1 `9
`_oab�ESSIdJ = • Devuberry® -(a DUKE DISTRIBUTION PROJECT
SEAL �: _ e ENERGY WO#20743475
055132 • = Dewberry Engineers Inc.
3„.,�o,o.,,��9,- SUITE 410 2610 LIFF ROAD
'�i� p , _ RALEIGH,NC 27607 CAROLINAS NCGO1 DETAIL 1
1 MX7486061 3/29/2024 PERMIT MODIFICATIONS-DESIGN UPDATES CAG JFA ZAE - PHONE: [phone]
0 MX7486061 12/11/2023 FOR CONSTRUCTION CAG JFA ZAE ,--312,4/Z NCBELS NCBELSH F-0929-0929FAX 919 1ss23 526 SOUTH CHURCH STREET
CHARLOTTE N.0 28202 E o NAww
.
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED Dewberry Project No 50160689 www.dewberry.corn TELEPHONE NO [phone] D MX7486061 I sNEE 12 OF 13

PART III PART III PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported
below. When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences:
personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
which it is safe to perform the inspection. In addition,when a storm event of equal to or (a) Visible sediment deposition in a stream or wetland.
The following items pertaining to the E&SC plan shall be kept on site and available for
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be inspection at all times during normal business hours.
performed upon the commencement of the next business day. Any time when inspections (b) Oil spills if:
were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements • They are 25 gallons or more,
Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours,
Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC plan or complete,date
business hours) locations,dimensions and relative elevations and sign an inspection report that lists each • They cause sheen on surface waters(regardless of volume),or
(1)Rain gauge Daily Daily rainfall amounts. shown on the approved E&SC plan. E&SC measure shown on the approved E&SC • They are within 100 feet of surface waters(regardless of volume).
maintained in If no daily rain gauge observations are made during weekend or plan. This documentation is required upon the
good working holiday periods, and no individual-day rainfall information is
order available,record the cumulative rain measurement for those un- initial installation of the E&SC measures or if
attended days (and this will determine if a site inspection is the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311
needed). Days on which no rainfall occurred shall be recorded as installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
"zero." The permittee may use another rain-monitoring device (Ref:40 CFR 302.4)or G.S.143-215.85.
approved by the Division. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC
(2) E&SC At least once per 1. Identification of the measures inspected, plan or complete,date and sign an inspection
Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the (d) Anticipated bypasses and unanticipated bypasses.
and within 24 3. Name of the person performing the inspection, construction phase.
hours of a rain 4. Indication of whether the measures were operating
event>1.0 inch in properly, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC
24 hours 5. Description of maintenance needs for the measure, in accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the
6. Description,evidence,and date of corrective actions taken. _ plan. report to indicate compliance with approved environment.
(3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, ground cover specifications.
discharge 7 calendar days 2. Date and time of the inspection,
outfalls(SDOs) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. 2.Reporting Timeframes and Other Requirements
hours of a rain 4. Evidence of indicators of stormwater pollution such as oil requirements for all E&SC measures
event>1.0 inch in sheen,floating or suspended solids or discoloration, have been performed. After a permittee becomes aware of an occurrence that must be reported,he shall contact
24 hours 5. Indication of visible sediment leaving the site, the appropriate Division regional office within the timeframes and in accordance with the
6. Description,evidence,and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC other requirements listed below. Occurrences outside normal business hours may also be
(4)Perimeter of At least once per If visible sedimentation is found outside site limits,then a record to E&SC measures. plan or complete,date and sign an inspection reported to the Department's Environmental Emergency Center personnel at(800)
site 7 calendar days of the following shall be made: report to indicate the completion of the 858-0368.
and within 24 1. Actions taken to clean up or stabilize the sediment that has left corrective action.
hours of a rain the site limits,
event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and 2.Additional Documentation to be Kept on Site Occurrence Reporting Timeframes(After Discovery)and Other Requirements
24 hours 3. An explanation as to the actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible sediment • Within 24 hours,an oral or electronic notification.
releases. site and available for inspectors at all times during normal business hours,unless the deposition in a • Within 7 calendar days,a report that contains a description of the
(5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a Division provides a site-specific exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition.
wetlands onsite 7 calendar days stream has visible increased turbidity from the construction
or offsite and within 24 activity,then a record of the following shall be made: this requirement not practical: Division staff may waive the requirement for a written report on a
(where hours of a rain 1. Description,evidence and date of corrective actions taken,and case-by-case basis.
accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. • If the stream is named on the NC 303(d)list as impaired for sediment-
24 hours Regional Office per Part III,Section C,Item(2)(a)of this permit. related causes,the permittee may be required to perform additional
st)abilization
dio After each phase 1. The phaseu oflgrading and(i grubbing,on installationo perimeterof stoC
rm
(b) Records of inspections made during the previous twelve months. The permittee shall monitoring,inspections or apply more stringent practices if staff
stabilization of grading measures,clearing grubbing, storm determine that additional requirements are needed to assure compliance
measures drainage facilities,completion of all land-disturbing record the required observations on the Inspection Record Form provided by the
activity,construction or redevelopment,permanent Division or a similar inspection form that includes all the required elements. Use of with the federal or state impaired-waters conditions.
ground cover). electronically available records in lieu of the required paper copies will be allowed if (b)Oil spills and • Within 24 hours,an oral or electronic notification. The notification
2. Documentation that the required ground stabilization release of shall include information about the date,time,nature,volume and
measures have been provided within the required shown to provide equal access and utility as the hard-copy records. hazardous location of the spill or release.
timeframe or an assurance that they will be provided as substances per Item
3.Documentation to be Retained for Three Years
soon as possible. 1(b)-(c)above n
All data used to complete the e-NOI and all inspection records shall be maintained for a period v
p requiredday inspection requirement. project completionuponrequest. 122.41] (c)Anticipated • A report at least ten days before the date of the bypass,if possible. r)
NOTE:The rain inspection resets the 7 calendar Ins ection of three years after ro ect and made available [40 CFR bypasses[40 CFR The report shall include an evaluation of the anticipated quality and -1-
122.41(m)(3)] effect of the bypass. N
PART II,SECTION G,ITEM(4) (d)Unanticipated • Within 24 hours,an oral or electronic notification. _ 0
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses[40 CFR • Within 7 calendar days,a report that includes an evaluation of the i-
122.41(m)(3)] quality and effect of the bypass. 0
w
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down (e)Noncompliance • Within 24 hours,an oral or electronic notification. a
ion of the CC that contains a description report a t
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). with the conditions • Within 7 calendar days, a
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: of this permit that noncompliance,and its causes;the period of noncompliance, z
may endanger including exact dates and times,and if the noncompliance has not 0
health or the been corrected,the anticipated time noncompliance is expected to m
(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal environment[40 continue;and steps taken or planned to reduce,eliminate,and m
shall not commence until the E&SC plan authority has approved these items, CFR 122.41(1)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(1)(6). I-
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, • Division staff may waive the requirement for a written report on a ,t o
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include case-by-case basis. o w
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, a
(d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above, a
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and o
a
(f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. ct
w
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING
w
on, r.
ct
.`o�biEssld44, TnE o
`/' DUKE R-5759 STATESVILLE ROAD PHASE 1 xl
:ate y9r Dewberry® DISTRIBUTION PROJECT
SEAL �: _ :! ste'l
ENERGY, WO#20743475
055132 = Dewberry Engineers Inc.
i2.N E�'O- 2610 WYCLIFF ROAD
.4SUITE 410
Ao R�N,F ,`\ - RAEIGH,NC27607 CAROLINAS NCGO1 DETAIL2
I 1 MX7486061 3/29/2024 PERMIT MODIFICATIONS-DESIGN UPDATES CAG JFA ZAE PHONE: [phone]
0 MX7486061 12/11/2023 FOR CONSTRUCTION CAG JFA ZAE ----/L4/L4 FAX: -09.881.9923 526 SOUTH CHURCH STREET
CHARLOTTE N.C.28202 s w6e SHEET
13 OF 13
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED Dewberry Project No.50160689 www.dewberry.com TELEPHONE NO.[phone]