NCS000573_Permit Modification Request to Add SW030_20200203

McCoy, Suzanne
From:Johnson, Brenda <[e-mail]>
Sent:Monday, February 3, 2020 3:16 PM
To:McCoy, Suzanne
Cc:Johnson, Brenda
Subject:\[External\] FW: Duke Energy, Belews Creek SW Permit # NCS000573
Attachments:Scanned from a Xerox Multifunction Device.pdf; SW030 Description.pdf
Importance:High
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]

Importance: High

Suzanne McCoy,

Attached are the documents that were mailed on 1-29-2020. Thank you for your assistance.

Thank you,

Brenda L. Johnson

Senior Environmental Professional
Carolinas East Coal
Environmental Services
Duke Energy Inc.
[phone] – Mobile
[phone] – Office
[e-mail]

1

DUKE
� ENERGY.
Certified Receipt Number7015 06400006 5098 $881
January 29, 2020
Ms. Annette Lucas
NC DWR Permitting Section
512 North Salisbury Street
Raleigh, NC 27604
RE: Duke Energy Progress, LLC (Duke Energy)
Belews Creek Steam Station
Request for Addition of Stormwater OutfalI — Stormwater Redirect
Permit #NCS000573
Stokes County
Dear Ms. Lucas:
Belews Creek Steam Station
Duke Energy Carolinas
3195 Pine Hall Road
Belews Creek, NC 27009
Duke Energy submits this letter to request modification of the NPDES Industrial Stormwater Permit
for Belews Creek Steam Station (NCS000573) to add a new future outfall, SW030. The mew pitfa;;
wo;; discharge into Charlie's Pond and subsequently into Belews Lake. The new stormwater drainage
area will be approximately 21.4 acres, located east of Pine Hall Road, including the area around the
CCP Office Trailer Complex.
The following documentation is attached:
1. Drainage area description including: discharge structure, facility -specific general location,
coordinates, drainage area (acres), impervious percent, receiving stream, narrative
description, and significant materials.
2. Stormwater Pollution Prevention Plan -- SW030 Site Plan. Drainage boundary lines found in
this figure should be considered as approximate based on available aerial imagery, design
plans, and topographical survey data.
3. Design drawings and details for the North Coal Basin and the Wastewater Treatment Plant.
Thank you for your consideration. Should you have any questions regarding this submittal or
require additional information, please contact Joyce Dishmon at [phone] or via email
joyce.dishmon @duke-energy.com.

I certify, under penalty of law, that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the systenn, or those persons directly responsible for gathering the
infonnation, the infonnation submitted is, to the best of my knowledge and belief, true, accurate,
and complete. I am aware that there are significant penalties for submitting false infonnation,
including the possibility of fines and imprisonnnent for Imowing violations.
Reginald Anderson,
General Manager III, Regulated Stations
Belews Creek Steam Station
Power Generating Carolinas East
Annual Certification
Nan-5rannu•ater Discharges �, f

Outfall SW030 (Drainage Area 30)
Discharge Structure: Riprap-lined channel
Location: Bounded to the east by Pine Hall Road, bounded to the west by North
Coal Basin and Wastewater Treatment Plant (WWTP), bounded to the
north and south by access roads
Coordinates: 360 17' 13.36", -800 03' 50.15"
Drainage Area: 21.4 acres
Impervious Area: 8.5 percent
Receiving Stream: Belews Lake (Stream Index: 22-27-9-(4); Classification: WS-IV)
Drainage Area Description
Drainage Area 30 contains a portion of the capped structural fill area, access roads, and the
CCP Office Trailer Complex area. Approximately 8.5 percent of the drainage area is paved or
roofed. To the east, the North Coal Basin emergency spillway discharges into a riprap channel.
A proposed headwall prevents the emergency spillway overflow from entering this drainage
area. The emergency spillway was designed to protect the structural integrity of the basin
embankments by overflowing during the 100-year storm. The access roads are utilized by
trucks transporting chemicals, POL, and fly ash.
Significant Materials
Wastewater Treatment Chemicals: Aboveground storage tanks are located at the WWTP.
Chemical transport trucks utilize the access roads.
Fuel Oil: Tanker trucks utilize the access roads within this drainage
area.
Fly Ash: Fly ash is trucked along the access roads within this
drainage area.

BC-159-003 1 REV.
It \ \C /.•_`_� /\ '�''/I I I11///�//iii�/ii'/%i�% j'-'i�_`���=_=%i•/%! i/r•/r'\\\�\\\\\ \\ \ _.—/ ," / t il• \\�,\������\�i�\\\` \\-���\ .C� \\C�
/ \ _ 1 1 \ \
1 \ \ ( I �� / ///// // / /i/ �/ ///// �i, / / ,/ / / r \ \ 1 "\ �.�\�� t. .c \\ /� ----_' /ull/. r� \ \\\\\\ \\ \ \ \^__�' / ( 1 l 1\\" \ \\\\\\\\ ♦ 1 1 I 1 I 1 / / \ \�\ `/ /
�oFf,
\ BELEWS LAKE
r �>
WETLANDS I 1 WSE EL. 730.0 1/
1 , //ice/r�i/i'' '//'/'�///J //' r( / /�J°� j l 1 I 1 \�'i�� \�\`\\�`\`\\\\\ 11" \^\i.r. \\\ \\\ \\ / /i / / r. i•/• IIII r�//
I I / // / / / / / /� \ \ /' /%/� �/ /-- //,/ //ice �•/�
\\\ \ II
\• \ \\ \ \ \ /.\\ \ _/ EX. GRAVEL BERM / i _///
UIIII I \ I///, _ ; OUTFALL SWO30 // / /, / /////•�=i
I II I r\\ \ / // / �
1 III IIII I1/ IIIII/- � • '/ �i i i' //ifi �_' i/���'_ �,.,�",� ,/ //, ////�,/�
\ \ ♦ \ I 111 / // / / / / / /..� \ \\" \,J:•.fa=ftc/i /� .! rl J/I I / \ \ \ \\\����� �_ �/ /////y = �/�= r // / /ii�'///i ,�%
\ \ \ 1 I I I;IIIII ( ///// // / / / / , / , / r/ . / Ni / Ivd \ I Ir\ / 1\� �r r/lll)Illl \\ \ \ \ \__-- / . // . / / /i/
( \ I I I (hnl�!/ rrr! /i' '' /' / /' / /' / / i \`�ii / / ) / / / 1 / / //lI \, GATED ENTRANCE , / /ii /iii / %��/!,\ \ \ \\\\ \\ \\ \ --' —%' // �� / r PROPOSED REROUTED Ili( /
1 \ \ I 1 lJ IIII //// / / / , / / / / //•., ' (// , / / � Iln 1 •/i i/-�� - / /� / ( // t/// \ \ \\\\ \ \ _ // l _ / /// %// /i "//
PIPELINE DISCHARGE LOCATION
\ \ \ 1 \\ �_ ( \_,IIII IIII IIIf/// / (/ 1 \ l \`\\ �a /%/\♦ r // // lj\ 11(\/ 11)/// /iiij''%�iii/'/" 1 /l/� /\ \\\\\\\�\\\\ i ////ii�/lj 11
\ \ l I 1 \`J \ 11I11111111 II I \ \ \ \ \ \�// / /// / // / ♦//� I u l/ /� /�/%/�i/i%i/i/i '-�/ l r/\\\\\\\ \\\�_ i%_ /// ////ll I( e
925090.0910 ( /
III hllllll `\ `\\ \\`\ `\_^ r /
\ \ \ \ \ l///llllllll' I \ _ \\ \ � / / 1 l // I l ! / //i/ l / li I l l / / /' \ \ \ \ \ \\ ✓// i'-'' ///i % ,/ ,
I / IIII ^\\� \ / // / / / rD / l I / \� \\ \ _ -;�/ / //l \ \\ \\(\
r„di� l `\ /, \(/! / /�/� /GATED ENTRANCE _ \\ \ \\-- / , E: 1686442.0841
\ \ 1\
\ - \_'\ //
_ _ EX. BRIDGE — \\ \�.\ \\ \ ---• — _ — \. //. -''_ /_c— _--__— ..�\\\. , I \\\
�_� �
\ \ o/ .— \ _ i IIII
/i
`�-.^ � \��� `\ `\\ --- --- ����._ \ \�\".► '1,11II \ � \ /rr I(, , I I / - !// r I \\\L \\%�------� FLEWS ., �•\ �•.`�.•P- - -\ � �//JJ/'r \��;!�' //:��=�_=�"_______��\\1 � =c-
\ �/ �� -�� \\ \ i \ __--_- `— ` \/ IM /r//'�111111 \\L\ \ Q ►��rin IIIIII 1 I rl /! III I I\�\ � �----_" �WS TO B �p'�`�(\\\\ \\\\ \ ..�I _ -�O �r;�/,^\-�•O/•�'� %�� �_�-_%�=_�=� ��, \ `r
�, / �/ / I �`♦ \ \ � ��-- /� IIIIII\\ \� O/1 ll �d III Ilr _ - ��-_� :..,FI- ,1 \c�lv`\ �\\\\\\\\\\ \\ \ \ \• j////////\..�//�i//'�" �_-' % �===`1\
\ , \ III
' -
\ / � \�^\-_ \ \ `�: \�- /-
���/ice \�y=
EX. WETLANDS ,�l /
/-_ \\\ \ \\\ -\
NEW PIPELINE
Tao J /
\� r1 /FLOWS li ,I I\\) _s_, - _aa=--=__APPROXIMATE DRAINAGE�j-
A �__— \\�\\ \\ \\ // / / / / l�r AND p CHll
I,\.\/ / / ), _ _ -_-- ___ U N - _ _ -_-- _ `��=- _ AREA 2.0 _ACRES
�� l`/ I(\\�///i////7/ / ti\GE`� TO qSH ------
BASIN
-, � � -�_� - - ��
~
/--
=====-
-�I i i);II // _=_ ; /r ; ~/. i�� /�� '- SPUR --- _ - o (\(` 'PROPOSED DISCHARGE CHANNEL
� - / J / / r / / '( EX. 48 RCP TO REMAIN -
11 / -,--
;j�/ OF CURVATURE 90
:': -��� \\\ �(� ;;_ ; .i^ �!- PLACE AND ULTIMATELY -- - \\ \\ \
/i/i/%% �ii i, /' \N �\`\\
/ \ \ t^ \
'�_1�Illi�i►il�i\ilirr DISCHARGE TO BELEWS LAr\r—�\�\\ \
-\��� _
__ // -�\♦ \ ♦J � ) .ii / \ \�\ �/ FN I \ / \ \
-�--
\\\IIIIIII\
�yii/ / ' ////'/i-�_=���` \�\\�` \\�/rr 11 III /i rJr/- -- �//.. Il � \ " ./! \\ \\\\ 1. ,\ 71 •-\ \ 11'/ � - �S' UNDER SPUR ROADS \ .,\
!� l // ////�/ /' \\ �J//�///�� / Il\\� _�/ ♦ "\\\ r / .\ L ll% 1��� ��G/. Ir ' 1 n l�j� Ovo \\ \
/ ' \ // �-•.\ \� ! \ \Ill / \ J 1 I ) / \ o -V /////
\ 1 ( //%%' � �/'//�''/— t_����� �\� J �1 / •\ \11 II 1 I, �/ / - % l� 1 /// i \ �., W I I r cusiFi I / �/ \ \ 'v`\m »
\ \ r ,�
Ilul 1 y\ // /�i///PROPOSED 36 HDPE
l l �My
OUTLET/%
'
INVERT EL. 759.40
i�i� _-�����•i ^
I _ _ �� � /''�/ / /// / %//�/v •• I Ill \ //' L I \-����°-\���� \ /i��i��8==x�\C\\!\ / ,IIII /�/Ill IIII
IIII
\\
,
\
/ I \ \ \ -�•�!='�
-_�\\ (r I II� !s• I I 11 ( PROPOSED MH-2
----_ - \ _ J II �__/ O III I s -' I , ,1 I II \ , \////, / // �``�♦
1� I / r l � f/irk I II ) , I I \ \\ , , -� \ •.. r!�!/ / I / •.r� Q \
!
! /I///\\
/// /1//
//1 /' / i/j� --_ \\ \`� \ _ J— II \ \\ - I / „v I II �/ ' •s \\ \ \�__ I I '� _ _ / ✓f - \ II 1 1 / I \\.
11
/ 111, 11�1111`\\\\ \(If/'//////% 1 I // //// ,/ ,// //�/_ _ \\ \\\\\ - i / % /' `\ \\ IIII mot/ ///s/ I IIIIIII \\\` \- I II ! ♦' _ — ~ » \\J
PROPOSED 36 \
�9 I ! ' '//' //i- \\�\\`� l _IIII / I _
1 ,I l ll l / �/ /, / //' /� \�\ /// \_ \\\ III 11� //�%/ 1p'1111p1(1 `�\\ _ / . i _���- �// /\ \
( \l\,,hl\1111111'llll IIII 11/r/llll II II \Jlll / /,\`\ \\\\( 1 / //ir - III .. I \ I 1\\\\\\ \__' _ .,/HDPE PIPELINE
`\ `\l II�IIII�III\ Iglu( IIII III, Ill _ II +Ill I �, / ! /i / ,'/- ; \\\\ \ / ! _/r/ , — �j \\ \I IIIt\. //(II -\-, ' \ \\\�\ •,. --- =___- - ,// SEE SHEET BC 159 O04 _. I _ - \ `� \ \ '\4\ r
\ Ili Ij 'IIII'\\11 IIIIIII IIII ,Ill Ill l r 111 II Ia I I I 1`\ S`\_J It'll • /I// S \\\\\ • -!`\
IIIII I \�
09 I
I IIII III IIIIIII IIII IIII IIII Ill 1 1 11 \ III�IJII J -CT , / / \\' --+► \ -� I
I llllhll IIII�ll411 II l II I I \ \ \ \WII/ L
I I \
\\ \\\\\I\\II IIIII IIII IIII IIII II\\ \\�\\J 1 111 l I I I \ \ \\ li /! / / j' - \�\ '•. J I F�\I+I) =\, If(�o` /' J r i - / //I 1_1-� /\lkk \\ \\ 1 O
/.\�
\\ \ II�1 I \\ \\\ \ \ \ \\ \\ \� ► 1 \ 11 \ \ I \I ` I 1 I ► Ipli O �i / , IIII / �/�Si = � - ,,\ \\�\\\•: ',EX. COAL YARD BASIN \ � _ 1\ III - /�~'. , / I �,-y.`--- � ��` -' `\ \
\\ \\\I\ql,\\ \ /
\ �\ \ / /� / - O I I / ICI\ // // /' ./: s\ % I 1 / / I' _ / \t 11•I = - / `''/\ - "��\> x�`���`\ \ `�I
\\\\ \\\ \Q\\ \ �\__�\\\\\�\\ \\\ 1\ \\\\ \\\\ \ \ \ \ / /,J// > � � \ / I 1 / , ��_; /j//i/ /L !�'>� !� / i �`\•\\ \ v ,/ / J / /'` (.�-' `�I,Y1A\ \ems--' � � \ ��
\\\\\ \ \ \�\` \\` 1 / I I1�1 11 111 \\ \\ \\ \\\\ ♦ \ \ \__/ ,/ / � \ I I / � � \ I f 1 < (/ I \ F- `\�` \ ::f -: `=� / .,c / _ �,/_1 J 1111 I I '�-\(,/ \ r/ / X / \�\\��%�\ \ //(
I I /-\\���� ` �\pQ�,\\ItI((�t ll'1 IIIII1111`111 1\\\ \\ \\ \\\\ \ `� `- '�''%/�/// �P! I 1 I ( /i \ \ � 0 \�- � °� / � � /i r -_ •i' I, I I I � \-so- /�/ � \a �-• \\ S
\\ \\ /^\ �o�d.,.l)I I111\Il\\\\\\\\I 1\\\ \\ \\\ \ \ _ //p/ t \\.\• �` !c '' \_ \\ \\- � �--�' ! � .� �1 rv/ ���\ J // / // /IIIII III K ' �
I 111 \\ \ \ _ / / , 1 \ � - /�/ \ / ,•'"'-_ r / r /
-h'h!
.-
1111 I / r�-„^\\\\ \ / \�)\\\\ I\\ llhl \ \\ \\ \\\ // /, \i / , / / 4.1� \ )I/// /)' _ •//' /•�\ � /Ill \ \ � / I // � /. -/ y'�` \\ \ \\\\
')Illl�llllgll1111IIII Ilhljl I\ 11
\ I I I
IIIIIII,( ll III \ I I I J- / /�/ / / f 1 \ \ \ I \%� -�/ %//'/ / ' \� .•_---<-\ \ � �_ ) � / `' ,�'i� K • III � I � \ \�
l/r/ /%I I //" / ,/ / `♦ \ -^Z_ / ) iC� \/'i / ♦ / ll / / / _L 1 c �\ \ \ \
11 II / / / _ �\ 1 II \ I
, / \ �\\\��: I / ll l 1 1 I III III IIIII I / / /i // / / / \ / \ \ // // � iL \\ \ /� .+ I 1 / 1 1 11 •-,�^ III - I/ � 1 t• �\
�\\\� \\ 1/� II11/(IIIIIII III II11I / I/, / / / ///// \ \ I \\\//�\ �hlll �,/,//J/ \/j , \. \\ \\\ ♦ \ \/ r,\ // / \ -)/ ( r\I r/ �v I I I I� �,l\
IIII1j1111(/��// ," NQ, \ \ 1 )
11►1\\\\1 III1�/ /' /\`\\ \\ �\i//,/III II I I IIIIII IIIIIII 11 ///�// /J / / /� \\\�/�//-� I '% /,� /� / I 1 /'r \\I,1 /I / / / ` %%// I \ t/ IJ \ %I I' J I,•' I / /
rl` CA I } I I
IIIIIIIIIII II/ \/ii/I I WN ✓ /,/ /l,/Y III 1\1 / I
IIIII11111 IIII II11/ / !%' /-\� �\�, \\ '\�/1, I11111111 IIII IIIIIII 1// //,/ j/i �,' // r/ ` �\. \` / // \--'//'r// / / ) ♦ \ �\" y /i / l\`� Ill ` . �' 111 i/ ` r I/ �! I I
II II \ \// / /. \ 1 /f \ �V \ 1 / iJ\ I l / J
I I IIIII /// ✓,�/ / , \` \\ �' I ti
II ['tit \
--_ -_ / I >
\ \\\ 1,„�iil /!, �i r / 1 \ �. i I ,/— _ __ _ / �- 1 — / r / 1 \\ l I
\pp\\\�ll IIIIIIIIIII, j1r/��\\ \1\\\\\\\\\\\\\\\\I\\ ////r//l////1// \4i \\\\ / 1 I /% , _ _ -\!i / \ 1 _ - i%%'�/ ' /' 1 I \ \\\\\\O �`/ /,��/�/ \ r\\ % \T` /// \ 1 \ \ 1,
J _Iz7_ ' \ r \� \, 111 I�IN \ / / J / 1/T 1ii
�\\\O`�\� IIII IIII IIII /11 f IIII III\ \\\\\1\1111111111\\�//i IIII ' J ))/// % �I I , !!/' ' ---- \ / i\=_ - / I
`\ 1 / / // \ /..
IIII IIII IIII //// IIII 1111 �11��111\\\�\`1lV//////� ori� r !' . 1 ` \ ► I , \/ -_/ ! t / I 1 \
111 � I I I 1 111 11 ////,/////// / 1p\\ 11, ) I 1 � � _ / _ - /r lG 111 \ � /// / ` ^ \ \ ♦ a. /// I � \ 1
!III // IIII 1111 II 11 11 \\/ /, � / \\•+1 ! - / I / /� � -/ "$2� '/fit /.\ 1 Imo_/i/ r\ '� \ y� J/ l /' J /__ \ { / // / / l /l // / 1 J
\\�\\\\�`/i / ,1 //r \► ll �l� ll I Illlllllll �\I j�/// / \, � ' I1 /!✓� '' ----- �/l// -` � I\ //GG /�/ I 'X `'///�� , I J\�_ 1 `1\�\ .a �, / ,�9 !� j /!/ / ////�/j //j/ / .
//-\-_'-
y ,/ _ I /l1�IC APPROXIMATE DRAINAGEV.
//7/ l�/%%/� I 1 II IIII\\�II�II`�!/ �/ / / 11/ �` IAA / " 1 \\ \\\ / / 1 I (
/ r 1 1 1 \ (! I AREA 19.4 ACRES
II / PROPOSED HEADWALL AND 36 HDPE \ \ \ \ 1 I \ -T,x
'\� T\
PIPELINE INLET INVERT EL. 772.00
HEADWALL TOP ELEVATION 776.00 TO 1I `�♦y� rti\
/ \ \^
CONTAIN STORMWATER RESULTING FROM \ \ ` �" \ / / \[
25-YEAR, 24-HOUR STORM EVENT AND / 1 �� /\� •-�/k' \\<vt'Yyii".� r=c 1 �� . \ \` Ill (\ ,-L /(�\ �� -� _ /%��// �/
THAN
JnQt
SMALLER. STORM EVENTS LARGER THAN\�\\� \\\\\\ \�4.^ ;/-
THE 25-YEAR, 24-HOUR STORM EVENT ,\\\ I\Ir/�
1 ` �\ _ / I ' \ ' re �� ;1j1 l I \\\ \ N � /�_' 7 � 1 "\ L l ��/�-'N / //� /^��1 / / %ice � '�,� ♦ I 1 � �/�Z r/\ , /
- _, WILL OVERTOP INTO THE EXISTING 48 1 11 1 I I /.--q_-r,� I \
�\\ \ -'L_ ../ �Z -'-�-•X'-- !I
IIIII I I II111`` \ \ / \\- 1 , / , , //_ ` \ J7` l 7
RCP PIPELINE \\\IIII ,Iglyllgl, ,\ � I-' ,-- � '/'� \` �.tl"`-�--r•, \I J�\,I, 11 � ,< (�__ � II �C�r/, �4,/i - ) (� /�` � ?x\!�! \�,11�_ r\ � -/
,, II plllllllllll \\ \ \1 / 'S �_ ( r`� Jf'--=�J\✓�/
///frh�ll/� \ N I I 1 •,I \ _ Jl1u ��—
/ I( 11 \ 11 II III(IIII111( / 1! � --� \ '`i/ ( •a. ��(, �, / //I//�� _ � t__�..,� �✓r I ��%i\`\ t I � //
C -_- /j1�1
- // // / l / \ — f i � _ $/��_:,,. \\ __ ) ,\Ill 11' \ l`� '/ \ ,' � // �,`� ^n `- I 1 % I'^ I / \� � ,,z;�l / /�/r�/ 4 � /• EX. COAL PILE � •= �:: "I i
-- ''///�//// .♦ � , i/i�i � � ����� =�`\ ��� ���� \J \III11j\'` \\\ \ `\ �1� :-��5' i T f/ 1 i IIII 11 rr/ `/�li \,y �/.r`'/j/'}�1 r\\ f <- ���/- �l�/,/ � /
'%i//,�j// ,-�- / ,._ � ( /i/ice/� ��� _ _ _ __ _ �\\ �-- - _ 2\\ \ •�� 'Z\_ /i /�/ 0 5 ll l Ill )� I ,! A' / }. .•.t-/-! \� / �/ � //,/ / / m
_ i/ �% _-' l / �/ i ii"./ate X� _ \\�„\ \ �•'' \ \ \ \�,\\ \ \o `�\\\� �/ // / Y /__ �� \ \
/ I la I I / )•\ `/� ! r
/
\% \n\�%/Y\v1 / /f/
kxxz 1 V \-�`
j�o\\ �1 `rG"/\�\\ i \\�ll V I
1 r\
K I
r \ 1 \/i//�ii / / \\\\\\\\\\� \\\ �\ r / t \\\\\,I / �C I �=c " \ �`\7 rJ �'JI-- (\` �) r-F--=----�{ JV Y./!l () 1 %
/ I Yl' 11 1 si// �/i /iii \\\\\\\\\ \ \\ ?r / 1 11 ( / \ ^ , \ 71 Te !� l/JI i
I `- 'i-'�/"ills' 1 / ' / 1 I l / \-
\ \ �. _
�
\\ \ \ \\\\\r \ / _\\r
\ 1 \ \\\ \ \\\ \\\ \�\\\\ l / I J / \ \ / I (I r I I - J_
EX. CAPPED ! \ \� �\ / /1,41 _
\ \\\\ \\ \ -~�\\\/i,�
STRUCTURAL FILL \ \ \\\\ \\\\ 1�
I , \\\\\ \ \\\\\\,\\\\\`11 I f III IIII I ( I (r_��tC
r'
\\ IT
J �II I I p
\V /--
1 / / n ( rj I I I ! I I ✓ J J / / ,IIII / / / /
( (II,,1,\l, ; J,1//ry / , , \\ 1 � I �i l , , � / , � _1 1 I ���� , 7 , ► r ,/f„ ,
�7
, , \ IIIII 11 11 11 I III IIIII II II / ,/ I tiff +
// / / 1 1 (/
/ / /J % I I 1 I/Iu// \
1 //
1/,
J
11/lr/ 1//,//////r/ I \ ///l� II III(Iglll III 111 IIIIII / J /, / / J//l,/,,/1//�\\`��_ 'i -• I lr s /// / / /
ry liv/I ///iryrr I \ ' _ _(I�r)'ul
/_-__- \ L IIIII III III)IIp4
\ \ •__ l IIII 1t, I II I l \ ♦, , IIII/ // l!n / /ir \ ?T �1 /
/ // lI ll� �jllllll, IIIIIII
\ , / \� j��//1�11, I III 11'l� l�ll1/, ` �'// , �'/i'/� %/ / / \ \\ i' > r•- /I �.�_ / , l l / /
IIIII�IIIII� l i�i�ll 1 � \ / //,// I! uI II 1 11 Il 1 _ ^ ✓_-` /
/ t I /////l� /I/I� 111 \ // ///�=--'/i/// // / V� /\/
�/% 11I�/l4 /IIII - / ///���/ - ��/ //, / / \ \\_/ / �_/�- _ct.. /� / ! /
/ I�III�II 11// ` // ,/\\\ \-' ,� /// - �_ _`�
` IIII IIIII (IIIIIIIIIII IIIIIII--___=-////!//1� l� Ill/
IIIIIII�II�IIIIIIIIII (IIIIIII , ____//1
/�/// \\ '/ / r-.-._ / /%// 1 / / / \�` �--_���'�'/ `�`•J l A I \ / //P, '
/ /
D WEST PLAN EAST
DRAINAGE
IMPERVIOUS
OUTFALL
COORDINATES
DRAINAGE AREA DESCRIPTION
N
AREA
PERCENT
36017' 13.36"
DA030 CONTAINS A PORTION OF THE CAPPED STRUCTURAL FILL AREA,
SW030
21.4 ACRES
8.5
_80003'50.1 5"
ACCESS ROADS, AND THE CCP OFFICE TRAILER COMPLEX AREA.
C:\USERS\WESLEY.OWENS\DESKTOP\DUKE FILES\BC-159-002-006—EX AND PROP —PLAN —PROF. DWG 1/27/2020 3:14:18 PM
0 1 2 3 1 TENTHS 10 20 30
LEGEND
EXISTING VEGETATION LIMITS
EXISTING ROAD
■O■ ST �■■■0 ST ST ■■■ EXISTING PIPELINE
EXISTING MAJOR CONTOUR (25 FT)
— — — — — — — — — EXISTING MINOR CONTOUR (5 FT)
— — FLEMING SITE SURVEY LIMITS
— — EXISTING PIPELINE DRAINAGE AREA
PROPOSED PIPELINE DRAINAGE AREA
PROPOSED PIPELINE
PROPOSED MAJOR CONTOUR (10 FT)
PROPOSED MINOR CONTOUR (2 FT)
EXISTING WETLANDS
NOTE:
1. THE HORIZONTAL DATUM FOR THE CONTOURS AND ELEVATIONS SHOWN IN THIS
DRAWING PACKAGE IS NC GRID NAD83/2011 AND THE VERTICAL DATUM IS
NAVD88.
2. EXISTING TOPOGRAPHY INCLUDES 2007 LIDAR SURVEY DATA SUPPLEMENTED WITH
A SITE SPECIFIC LIDAR AND SITE SURVEY COMPLETED BY FLEMING ENGINEERING
IN SEPTEMBER, OCTOBER, AND DECEMBER 2019.
3. IT SHOULD BE NOTED THAT EXISTING UNDERGROUND UTILITIES SHOWN IN THE
DRAWING SET (PLAN AND PROFILE) ARE ASSUMED APPROXIMATE LOCATIONS. IT
SHOULD ALSO BE NOTED THAT THERE ARE A NUMBER OF OTHER KNOWN
UTILITIES THAT ARE NOT SHOWN AND NEED TO BE LOCATED. THE CONTRACTOR
SHALL PLAN TO COMPLETE A DETAILED UTILITY LOCATION INVESTIGATION AND
SURVEY TO DEFINE ALL UTILITIES AND THEIR LOCATIONS PRIOR TO BEGINNING
ANY OF THE SHOWN STORMWATER REROUTE OR OTHER EXCAVATIONS.
ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THE TYPE, SERVICES
(ELECTRICAL, SANITARY SEWER, ETC.), DEPTH (ELEVATION), AND LOCATION
NORTHING AND EASTING COORDINATES) VIA SUBSURFACE UTILITY ENGINEERING
(SUE) PRIOR TO COMPLETING ANY EXCAVATIONS OR THE PROPOSED JACK AND
BORING.
4. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO NOT IMPACT THE LINER
SYSTEM AND ANCHOR TRENCH FOR THE ADJACENT COAL YARD BASIN DURING
HEADWALL CONSTRUCTION.
5. SEE SHEET BC-159-004 FOR A DETAILED JACK AND BORING PROFILE OF THE
PROPOSED PIPELINE.
TITLE PROPOSED CONDTIONS
SW030 SITE PLAN
STORMWATER POLLUTION PREVENTION PLAN
P"=com
BELEWS CREEK STEAM STATION
BC-159 EAST PINE HALL ROAD FUTURE STORMWATER REROUTE
STOKES COUNTY, NORTH CAROLINA
N.C. ENGINEERING LICENSE NO.
F-0342
FOR
ISSUED FOR REVIEW
SEAL
UKE
SCALE: AS SHOWN
DES: NSF
DWG TYPE :.DWG
DFTR : NSF
FINAL
ENERGY,
JOB N0: 60616600
CHKD: DC
DATE: 1-24-20
ENGR: DC
DRAFTFILENAME:
APPD: DC
NOT FOR CONSTRUCTION
DWG SIZE
DRAWING NO.
REVISION
ANSI D
22.0" 04.0"
BC-159-003
1
m

�—A—1
Z3 0 ■
KC_Illll
�—D—1
�—E-1
i0
LO
N
W
N 4.50/0/,/,
2 3
N
N 41350.65/
° E 362.74
EL 781.00
�N 4,367.34
N 4,324.21/
E 354.91
�EL 788.00
C
6" TOPSOIL AND
SEEDING (TYP)��
N 4.250
N4
1
EL 781.00�
N 4,346.14
E 417.53
EL 786.50
LIMITS OF 6"
CRUSHED ROCK
W
YARIegq
TOP:
766.
\
1�
T
sn';S_J
N 4,273.33
E 330.14
EL 789.72-
O.N
m
0
D .
I D O
1 D
O D D D S
1 D ° O
1 \
8" CONCRETE
(EL 765')
• D O D
D
D D D •
� D
'b.. D
A
O
�1
/
8 9
MATCH E N 4,522.93 SEES G BLC00-CV-C-PA.PL 101 T*�
o °
W ° ° W
5 •
SAW JOINT •: .° '
EVERY 15' (TYPy' ♦'
(SEE NOTE _1) s
D
D • ♦ ♦v .
LIMITS OF 8" CONCRETE ♦♦D '♦�
SEE NOTE 3 : D
s
\ D D
DOWELED CONTRACTION ♦' ♦°
-JOINT EVERY 60' (TYP)
(SEE NOTE 1�) �''•:
D•
D.
A ^O
O D •• •'••
.• .' • •D q'cb"��4J
D D
D
r
SEE NOTE 2
LIMITS OF 6"
CRUSHED ROCK
LIMITS OF 15" RIPRAP/
_ 6" CRUSHED ROCK
O i
/
• �/ � / D // � (yam
i
/
00
o
D D / 7 5.4'
/' �•• SAWED JOINT EVERY 15' T`
' �(SEE 'NOT E1) Q Rip
FAQ
■ Z30m
FCC
FDA
4. Jtt UVVU bLUUU-I:V-U-UK.JU-UU'1 I -UK I YF'IUAL 4' I-bL) Ut I AIL. V V m r V mivi I IV V 1 V F�
1. INSTALL SAW JOINT EVERY 15 FT FROM BEGINING OF DITCH TO BASIN. SEE 8" CONCRETE OD 15" RIPRAP 6" TOPSOIL AND ..................... SAW JOINT TITLE WATER REDIRECTION PROGRAM
DWG BLC00-CV-C-GR.SD-001 FOR TYPICAL CONCRETE PAVEMENT DETAILS. 5. AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE CALLED OUT D o O O SEEDING CONSTRUCTION RECORDS COAL PILE RUNOFF BASIN
FOR SURFACING SHALL BE TOP SOILED AND SEEDED. LIMITS SHOWN ON THE DOWELED CONTRACTION JOINT
2. SEE DWG BLC00-CV-C-PA.PL-105 FOR CONCRETE PAVEMENT JOINTING PLAN. PLAN ARE APPROXIMATE. O �� HDPE THE CONFORMING TO CONSTRUCTION RECORDS DRAWING INCLUDES SURFACING PLAN
6 CRUSHED ROCK 4, Al 4 / p/ /� GEOMEMBRANE
3. SEE DWG BLC00-CV-C-GR.SD-001 FOR TYPICAL 8' FBD SECTION DETAIL. CHANGES THAT WERE PROVIDED BY THE OWNER'S CONTRACTOR OR SHEET 2
6. SEE DWG BLC00-CV-C-GR.SD-004 FOR TYPICAL VENT POCKET DETAIL. OWNER'S PARTY AND NOT INDEPENDENTLY VERIFIED BY THE ENGINEER.
STATE PLANE FOR BELEWS CREEK STEAM STATION U1 &2
NORTH BURNS
PLANT GRID `M�DONNELL SCALE: 1"=30' CON: 5.8120
Angle (39' 59' 56.753460") NORTH DUKE DWG TYPE: CVL DFTR: SKIN
0 30' 60' ENERGY® JOB NO: 88673 CHKD: KEW
9400 WARD PARKWAY NORTH SCALE IN FEET KANSAS CITY, MO 64114 STOKES COUNTY, NC DATE: 08/03/16 ENGR: TMP
� 816-333-9400
FILENAME: BLC00-CV-C-PA.PL-102.dgn APPD: SDW
00 06/21/19 RLS BL CONFORMING TO CONSTRUCTION RECORDS FIRM LICENSE NO. C-1435 DWG SIZE DRAWING NO. REVISION
ARCH E1
no. I date I by I ckd I description no. I date I by I ckd I description 30.0"x42.0" BLCOO-CV-C-PA.PL-1 02 00
Z:\Clients\ENR\DukeEnr\WtrRedirProg\88673_BelewsCreek\Design\Civil\Dwgs\Contract\5.8120 Retention & Coal Pile Runoff Basin Construction\BLC00-CV-C-PA.PL-102.dgn 4 5 6 7 8 9 1 28/2019 jmbrunkhorltt-29-50 AM
i i I I I I I

�o
LO
2 3
4 5 6 7
o °
0
C
W
8
N
�jV43 - S=DVCLP�QW
-7 o.
° N
W
i
�E-1
O
WATER REDIRECTION SUMP AREA
(SEE DWG BLC00-CV-C-GR.PL-105)
N 4.250
1
PC 5' BERM\\�,\
END SPILLWAY
N 4,192.02,\\\\�
E 565.80,\
EL 778.00\
BEGIN SPILLWAY
N 4,117.17
E 583.21�
EL 778.00\
\2Mt M
SLP = 1.0%
PT 4' FBD
N 4,023.91
E 576.27
EL 771.52\
r1
L
NORTH COAL PILE BASIN
UNDERFLOW LIFT STATION
N 4,270.95 HUI: "Bs
E 593.88\ �oe�
(REFER TO SPECIFICATION
SECTION 48 54 50)
7 2' PT BERM 1XIX
N 4,261.98
E 596.26
r.
° XO
0
oox
°
00
0
0 0
o 0 0
0 0
o X °
o /0
0
e�
C
0
(BY OTHERS)
777 SEE NOTE 7
N 4,216.79 c
E 645.36
p EL 766.00
IOR
VAN
VA
50
\E 789.96 %
N 3,917.77 K ''
CP �\ / E 916.28 R•EV.�O
\\ EL 766 00 7
\\ .
\\\�\ N 3,919.38 BEGIN 5' BE M\
E 794.09 - N 3,875.72
/ EL 766.00 E 909.72
> EL 778.02 ; '
/ PC 5' BERM 72
/ N 3,882.37 BEGIN 4' FBD /
E 780.14 ___N 3,860.17 ,
�66 EL 778.03 E 904.61 ;, p
EL 775 55
N 3,976.51
E 1,093.26
EL 777.00 '••
\\\\\\\\� � -- -- -- -- -- - -- -- -- -- -- -- -- -- -- = -- -- -- - -- -- -- -- -- - � � Q� �
PI 5' BERM _ __ __ _ �,, E 1,052.16
R = 191.50' \�� �j 76 o EL 778.00 78
r' N 3,889.76
END 8' FBD 4
E 636.11% :• ^� N 3,911.19
PI4 FBD 7
R = 215.19' •) _ _ 77 7 EL7775.53
13,866.14 77
E 617.99 ,� N 3,894.85 8C
SLP = 2.0% E 1,02.
0o GEL 779.00i 78
77 7$
74.7' 80
7 N 3, 848.41 N 3, 857.43
E 962.66 E 1,007.79
/ BEGIN RAMP E- 780.00 EL 780.00
CP-01 BEGIN 8' FBD 4
o PC 4' FBD N 3,818.44 I N 3,841.69
N 3,862.79 E 911.51 �� E 945.86
E 779.14 EL 783.10 ST-5 AL 777.00
\ EL 774.30-- ST-4 (SEE NOTE 4 U_� � (SEE NOTE 4)
=
NOTES: '
1. SEE DWG BLC00-CV-C-GR.SD-001 FOR TYPICAL 8' FBD SECTION DETAIL. 5. SEE DWG BLC00-CV-C-GR.SD-003 FOR TYPICAL BERM NORTH 8. PROVIDE POSITIVE DRAINAGE TO 8' FBD.
COAL PILE RUNOFF BASIN SECTION.
2. SEE DWG BLC00-CV-C-GR.SD-004 FOR NORTH COAL PILE RUNOFF BASIN EMERGENCY SPILLWAY DETAIL.
6. NOT USED.
3. SEE DWG BLC00-CV-C-GR.SD-002 FOR FENCING DETAILS.
7. SEE DWG BLC00-CV-C-GR.SD-005 FOR PIPE PENETRATION OF
4. SEE DWG BLC00-CV-C-GR.SD-004 FOR CULVERT SCHEDULE. NORTH COAL PILE BASIN 8" CONCRETE SPLASH PAD DETAIL.
00 06/21/19 RLS BL CONFORMING TO CONSTRUCTION RECORDS
no. I date I by I ckd I description no. I date by ckd
Z:\Clients\ENR\DukeEnr\WtrRedirProg\88673_BelewsCreek\Design\Civil\Dwgs\Contract\5.8120 Retention & Coal Pile Runoff Basin Construction\BLC00-CV-C-CR.PL-102.dgn 4
STATE PLANE
NORTH
Angle (39' 59' 56.753460")
PLANT GRID
NORTH
0 30' 60'
SCALE IN FEET
description
5 6 7 8
i I I I
SLP = 0.3%
SLP = 0.3%
PC 8
N 4,422.28
E 1,213.42
EL 774.74
/ PI 8' FBD 1
R = 100.00'
N 4,408.68
E 1,197.29
PT 8' FBD 1
N 4,389.72
E 1,188.02
EL 774.61
-SEE NOTE 8
/
T
ti
CONFORMING TO r-
FCC
TITLE WATER REDIRECTION PROGRAM
CONSTRUCTION RECORDS
COAL PILE RUNOFF BASIN
THE CONFORMING TO CONSTRUCTION RECORDS DRAWING INCLUDES
GRADING AND DRAINAGE PLAN
CHANGES THAT WERE PROVIDED BY THE OWNER'S CONTRACTOR OR
SHEET 2
OWNER'S PARTY AND NOT INDEPENDENTLY VERIFIED BY THE ENGINEER.
FOR BELEWS CREEK STEAM STATION U1&2
BURNS
N&MMONNELL
DUKE
SCALE: 1 " = 30'
CON: 5.8120
DWG TYPE:CVL
DFTR: SKN
9400 WARD PARKWAY
KANSAS CITY, MO 64114
®
ENERGY
STOKES COUNTY, NC
JOB NO: 88673
CHKD: KEW
DATE: 08/03/16
ENGR: TMP
816-333-9400
FILENAME: BLC00-CV-C-GR.PL-102.dgn
APPD: SDW
DWG SIZE
DRAWING NO.
REVISION
FIRM LICENSE NO. C-1435
ARCH E1
30.0"x42.0"
BLCOO-CV-C-GR.PL-1 OZ
OO
g 1 28/2019 jmbrunkhor§t24:59 AM
I I

2 3 4
5 6 7 8 9
�-A
�_C
�-D
�E
CULVERT SCHEDULE
LINE
LENGTH
INVERT ELEV.
INVERT LOCATION
SLOPE IN
END
NO.
FT.
PERCENT
SIZE
TYPE
CLASS
SECT.
QTY.
UPPER
LOWER
UPPER
LOWER
ST-1
189
793.50
792.55
N 7,203.07
W 805.63
N 7,361.89
W 908.71
0.5
24"
RCP
IV
2
ST-2
106
789.09
788.76
N 6,905.82
N 6,881.23
0.3
24"
RCP
IV
2
W 975.94
W 1,078.56
ST-3
128
788.26
787.8516.��A,
AL AL iil N 5,550.49
W 503.59
N 5,422.78
W 511.23
0.3
18"
RCP
IV
2
ST-4
95
779.45
774.88
N 3,768.30
N 3,859.58
4.8
30"
RCP
IV
2
E 864.47
E 837.04
ST-5
149
782.48
777.00
N 3,697.10
N 3,841.69
3.7
36"
RCP
IV
2
E 908.66
E 945.86
TRENCH SCHEDULE
TRENCH
LENGTH
TRENCH FLOOR ELEV.
CL TRENCH LOCATION
SIZE
ID
FT.
REMARKS
UPPER
LOWER
UPPER
LOWER
WIDTH (X)
DEPTH (Y)
A
27
801.46'
801.29'
N 6,942,90 A
W 1,538.34
N 6,936.36
W 1,564.53
30"
24"
TRENWA STANDARD
B
33 n
801.33'
801.25' n
W 1 07 5.75
W 1,,107 83 &
60"
24"
TRENWA XL
C
NOT USED
D
SEE PLAN
E
NOT USED
F
46
787.67'
787.67'
W6, 0815 34
W61 004 27
72"
48"
TRENWA XL
e
16X Al�
6" CRUSHED ROCK CONCRETE
16 OZ/SY GEOTEXTILE 44 REBAR @ 12" OC. EW.
zf
All. . - - ., a' . 16 _�l
O D p
00
. ,p
1
COMPACTED
12" SUBGRADE (TYP)
SPILLWAY THICKENED CONCRETE EDGE DETAIL
NOT TO SCALE
NOTES: (GENERAL)
1. CONCRETE SHALL HAVE 4,000 PSI COMPRESSIVE STRENGTH
AT 28 DAYS.
2. REFER TO SPECIFICATIONS FOR CONCRETE INSTALLATION
DETAILS.
OB 103/02/181 RLS I BL I ISSUED PER ECN009
COMPACTED
SUBGRADE
TRENCH FLOOR EL
CARIES (SEE SCHEDULE
THIS DWG)
__ __ __ __ __ } _ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ I __ I __ I __ I __ I __ I __ __ __ __ 1
Q 26' BATTEN STRIP
EL 774.50 EL 774.50
a #4@12"OCEW zy
v)
SPILLWAY C I EL 773.50 1 3 - _ = 3
THICKENED EDGE J _ - 1 EL 773.50 D D
(SEE THIS DWG U EL 778.00 = - 8 CONCRETE III_
I FOR DETAIL 50' (SEE NOTE 1 & 2)
1 _ COMPACTED j=
3 15 RIPRAP
EL 778.00 (TYP) 00O . SUBGRADE ; II I 0 (TYP'16&I o
11
12 -6 p° 16 OZ/SY p° STAINLESS STEEL `
(TYP) 3 ° OO GEOTEXTILE OQ O� I EXPANSION ANCHOR
1 D - -Wo
3/8" X 3-1/2" LONG16 OZ/SY
D.
16 OZ/SY CONCRETE
GEOTEXTILE
BASIN STRUCTURE
Z&GEOTEXTILE I STRUCTURE
#4 @ 12" OC EW - - LINER CONNECTION HDPE
D. .
EL 774.50 COMPACTED (SEE DETAIL THIS GCL I BATTEN STRIP
SUBGRADE DWG) SECTION T
SAWED JOINT (TYP)
(SEE DETAIL ON DWG 8" CONCRETE NOT TO SCALE
SECTION S
BLC00-CV-C-GR.SD-001) (SEE NOTE 1 & 2) __ __ __
NOT TO SCALE EL 774.50 HDPE
3" NEOPRENE GASKET
CAULK BEAD OR COATING o '
SEE PLAN FOR LIMIT 1/4" X 3" STAINLESS C
3" NEOPRENE GASKET o STEEL BATTEN STRIP o i
OF RIPRAP
I p.
L'
STAINLESS STEEL
�, -�. Q,�g� oo;�ao.�;= ,,• , � � IIIIIIIIIII0 E rm a a w
II//,I�I�IIIII
HDPE
co
ao
0
-- EL 774.50 - ' -� -- - ,'--'-- --0; -- -- ;- -- -- ; --EL 774.50 --�-- -- -- -- -, I o o 0o EL 774.00 EL 774.00
]EL778.00-\,,I,,,:D D D D EL 778.00 CONCRETE NUT #4 @ 12" OC EW
STRUCTURE o ' . _ Z 3
,- -- -� -s - -- �= s -� -� �- -�-- - -- -- - -- -- -- -- -- -- -- - -- -- -- -- r- I o _
EL 773.00 3
o _ _
EL 773.00
EL 778.00 p o D . o EL 778.00 HDPE _ _ - 8" CONCRETE
�- --p --'T'. - -- -- -- -- - d D D r
o � N T
E ) - - --O�
RIPRAP
(TYP)TOP OF BERM/�EL 774.50EL 774.50 COMPACTED I
oo O SUBGRADE oo I
° o �°
EL 773.50 ° °r EL 773.50 I ° O 16 OZ/SY
15" RIPRAP I ° o GEOTEXTILE ° O
INTERIOR TOE SAWED JOINT (TYP) (SEE DWG BLC00-CV-C-GR.SD-001 BENTONITE BUILT IN SLACK BASIN STRUCTURE
FOR DETAIL) I LINER CONNECTION 16 OZ/SY
TYPICAL RETENTION/ NORTH COAL PILE/ HOLDING BASIN (SEE DETAIL THIS DWG)GEOTEXTILE
HOLD NORTH COAL PILE RUNOFF BASIN EMERGENCY SPILLWAY i STRUCTURE/LINER CONNECTION DETAIL � NOT TO SCALE 16 OZ/SY &
__ , _-UQTJQ $C[\LE GEOTEXTILE
HDPE
> GCL
CL TRENCH FINISH GRADE SEE PLAN FOR LIMIT
(SEE NOTE 1, 2, & 3) (SEE PLAN) �OF RIPRAP SECTION V
X
SEE SCHEDULE THIS DWG
EL 773.00
ZUJI
0�
0
Uc U
cn =
w�
w
TOP OF BERM
6" GRANULAR MATERIAL
EL 773.00
TYPICAL PRECAST TRENWA TRENCH SECTION
NOT TO SCALE
NOTES: (PRECAST TRENWA TRENCH SECTION)
1. TRENCH CONCRETE SHALL BE TRENWA - TYPE AS INDICATED ON SCHEDULE - RATED FOR HS20 (32,000
LBS/AXLE) OR ENGINEER APPROVED EQUAL. ALL TRENCHES TO BE FURNISHED WITH REMOVABLE TOP
CONCRETE SLABS FURNISHED BY TRENWA, INC. OR ENGINEER APPROVED EQUAL. INTERNAL WIDTH
"X" AND INTERNAL HEIGHT "Y". END WALLS TO BE LOCATED AT EACH END OF TRENCH UNLESS
OTHERWISE NOTED. TRENCH TO BE SEALED AND INSTALLED PER MANUFACTURER'S
RECOMMENDATION.
2. SEE DWG BLCOO-CV-C-GR.PL-002 FOR LOCATION.
L�
OA 09/26/17 TMP LJS ISSUED PER ECN006
00 04/21/17 WEG BL ISSUED FOR CONSTRUCTION
no. I date I by I ckd I description no. I date I by I ckd
Z:\Clients\ENR\DukeEnr\WtrRedirProg\88673-BelewsCreek\Design\Civil\Dwgs\Contract\5.8120 Retention & Coal Pile Runoff Basin Construction\BLC00-CV-C-GR.SD-004.dgn 4
� A
description
5 6
i I
U)
w
>
(.0
NOT TO SCALE
J
J
a
UI
AND SEEDING SPILLWAY
THICKENED EDGE U
(SEE THIS DWG EL 775.00
FOR DETAIL) 50'
1 3,
EL 775.00 12'-6(TYP)
� `"
(TYP) 10
-6" CRUSHED 1 o
ROCK '�
' „ � EL 773.00 #4 @ 12" OC EW - -
15" RIPRAP EL 774.00 COMPACTED
INTERIOR TOE SAWED JOINT (TYP) (SEE BLC00-CV-C-GR.SD-001 SUBGRADE
FOR DETAIL) SAWED JOINT (TYP) 8" CONCRETE
(SEE DWG (SEE NOTE 1 & 2)
BLC00-CV-C-GR.SD-001 SECTION U
SOUTH COAL PILE BASIN EMERGENCY SPILLWAY FOR DETAIL) EL 774.00
NOT TO SCALE
NOT TO SCALE
6" 4" 6"
EXISTING OR
FINISH GRADE
BACKFILL AS SPECIFIED
FULLY ENCASE THE
4" HDPE PIPE
4" DIA HDPE
p p CONCRETE BEDDING
(SEE NOTES)
D D
D D
1111
COMPACTED SUBGRADE
CONCRETE ENCASED PIPE TRENCH
NOT TO SCALE
NOTES: (CONCRETE ENCASED PIPE TRENCH)
1. CONCRETE BEDDING SHALL HAVE A MIN COMPRESSIVE STRENGTH OF 4000 PSI.
BACK FILLING OF TRENCH WILL NOT COMMENCE UNTIL CONCRETE HAS CURED A
MIN OF 2 DAYS (48 HOURS).
2. PROVIDE CONCRETE BLOCKS EVERY 10' ALONG THE LENGTH OF PIPE TO SUPPORT
PIPE AT REQUIRED ELEVATION AND SLOPE BEFORE POURING CONCRETE.
3. PROVIDE INTERMEDIATE PIPE ANCHORING TO PREVENT PIPE FROM FLOATING
WHILE POURING CONCRETE.
4. CONCRETE SHALL BE RODDED BY HAND DURING PLACEMENT.
7 8
I 1
EXTERIOR TOE
-EL 773.00
-6" TOPSOIL
w
J
C/) 0
w w
rr _
Q 0
> C/)
w
w
U)
O
w
a
LL
co
EXISTING OR
FINISH GRADE
''=1 -,-BACKFILL AS SPECIFIED
TRENCH WIDTH
AS SPECIFIED
METALLIC TRACING TAPE
(NOT APPLICABLE FOR CULVERTS)
HAND TAMPED PROTECTIVE
BACKFILL. EARTH OR
GRANULAR BEDDING MATERIAL
GRANULAR BEDDING
MATERIAL
PIPE TRENCH
NOTES: (PIPE TRENCH) NOT TO SCALE
1. NOT APPLICABLE FOR PIPE INSTALLED THROUGH EMBANKMENT AND BERMS.
ISSUED
FOR CONSTRUCTION
BURNS
N&MIEDONNELL
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
FIRM LICENSE NO. C-1435
9
1
TITLE WATER REDIRECTION PROGRAM
MISCELLANEOUS DETAILS
SHEET 4
FOR BELEWS CREEK STEAM STATION
U1&2
DUKE
ENERGY®
STOKES COUNTY, NC
SCALE: NONE
5SKN0
DWG TYPE: CVL
DO R:
JOB NO: 88673
CHKD: US
DATE: 03/30/16
ENGR: TMP
FILENAME: BLC00-CV-C-GR.SD-004.dgn
APPD: WEG
DWG SIZE
DRAWING NO.
REVISION
ARCH El
BLC00-CV-C-GR.SD-004
OB
10/2/2018 sknichols 9:05:30 AM
1
A�
L0
C�
D�
F�

3 4 5 7 8 9 BCM-6208"06-0 123.002 Icl=v.
I I I I
i
E
i
8
783.7 NEW PAVED ROAD
BY OTHERS
STA.
27-h 00 N 3000
O �
Al CO
WWTS
LLI
PROJECT
NORTH A
2�1N 2989.36 x �5fl
1� E2805.50
x
784.
Q
1)93, x }
wo
X In z
ELI
U N
FES-2
SEE NOTE 10 x o
C14 cc
LU
Q x
NEW 1200 GAL.
SEPTIC TANK
N2900
N2800
N2895.75
x
E2813.03
QLIFT
STATION
6 5 4
O NEW PAVED ROAD
784.7 H1 PT. a 784.E BY OTHERS 784.1
STA. N3000 BSTA. �'�' STA.
C65 29+00 E3000 C2 30+00 31+0
X 786.64 165'
SLUDGE REMOVAL AREA
C14785.64 X 1 o N2991.50 0 .� __
LLI
" /� x
r- CONC. -- � 1 ASPHALT / x -ANCHOR
1 I PAVED DRIVE
NOTE 7 (41
Q II Cn
`0 x
© %N M wx
1 I SLOPE. Q
10' CONC.-may i i�� 40 0 a s
0.
APRON 1 _ 110' ��% �°
-- CONC. -= POWER CABLE x
10'^10' CONC. DUCT BANK
1 APRON
CONC. I SLUDGE REMovAL AREA I N2916.91 x
r ` E3070.33 I
i T ^ 7$ .6 TRUCK UNLOADING / O
�j a• a
� I SLOPE w� SLOPE SLOPE txi N2916.91 REMOVAB
I 7 5.64 1,: E3064.83 ,�/ GUARD P STS PRECAST
2` 784.5 algal PARKING 7$
Lei O ,
UME EME Ha CHLORIDE UTRIEN -- �� - - - [" PAD, C- PALM dB1 S SELO fiMtK STORAGE ST A - - - n _ L ;ta n J L L'yr- J Ci
TANK TRANSFORMERS AREA
75' .(SEE PAD DETAIL ON DWG. L01-03)•
Npp UNDER GROUN . . .
C.O POWER CABLES
C.O. 4" PVC -� C.O. 4" PVC CB3 �7
`- 785.98 X
1 (18') JOINT 6" 0 �Cp�� R'�33' E3048.00
DUCTILE IRON PIPE --' ��. NOTE 12 �.
/ \ CB6
NOTE 7
I
N2878.75 N2859.00 X 785,98 I
E2813.03 E2908.25 I 1
I
784.3
X
STA.
28+00
ASPHALT
PAVED DRIVE
x �
�
STONE COVER
o
x
<
IN YARD
w
x (V
O
LA.
X
784.5
�
w ~
CB9 N2822.00 REACTION TANKS
E2871.75
z
SLOPE
CI
trsL
1%
w
12'
FLOW
LX.t
�
SPUTTER
g0X CONTINUOUS
GRAVITY FILTER
xCO
/
I
�
X
T -
N2802.00
E2885.75
to °-
x
N2766.50
0
E29a8.25
X
r
J z
ILeaI``'-
< 0
STONE
V) 0
to Z
0 ¢
COVER
'd
IN YARD
X
CAD
X
784.5
N27.30.50
"
E2904.75
X 785.5
CBS®
N2700 SLOPE
x 5% BI0-REACT
X 785.0 SYSTEM
NOTE 7 PUMP BLL
X R ~ 75' F.F. 786.00
CC
�o 0
x�F ROOM
WASTEWATER
CLARIFIER 'A'
c
TREATMENT
X
NORTH BLDG.
F.F. 786.00 (UNO)
N2822.00
E2918.25
REACTION
TANK RXI
SELENIUM
RED. SYS.
FEED TANK
N2802.00
E2931.00
I�r �
176 c1
I PAD
o FILTRATE
a
1SUMP I
SUMP
L 1
)O
N2847.83
n E3023.00
X
N2809,83 STONE COVER
1.E3023.OD IN YARD
994
12
3114
MAINTENANCE ANCHOR
I TANK
INFLUENT LINE A/C
a'
N2794.04 TYP. TRENCH FOR U/G
E3025.50 CROSSING SEE DE7 IL
N2771.83 ON SHEET 3,
E3023.00 N276s.aa
E3059.00
CB4 785.5 N2753.50 Al
Eou uzATIaN 42'_0'
uu £2974.17 T NK MAKEUP WATER
CLARIFIE)'B* CB1 TANK W
STONE COVER
753.5A E299 i7IN YARD a o a954.170 SECOND STA /�\ PIPE RACK Ja
WETLANDS WETLANDS RECYCLE TA CL
/n\ SUPPLY TANK SUPPLY TANK NZ73a 5© w
_OPE
1% GRASSED
YARD
12' (NOTE 11)
14.5
2nd STAGE 2nd STAGE 2nd STAGE 2nd STAGE 2nd ST
SELENIUM SELENIUM SELENIUM SELENIUM SELENII
COMP. A COMP. B COMP. C COMP. D COMP.
E3066.75
I
PO
2nd STAGE 2nd STAGE 2nd STAG i
N
SELENIUM SELENIUM SELENIUM X I
COMP, F COMP, G COMP. H 785.5 I
op I
Z i
o
o
a x iLsTojIE
tat STAGE EFLUENT TRANSFER/RECYCLE COMP. A 13t STAGE EFLUENT TRANSFER/RECYCLE COMP. B � I CO R
Of IN YA RD
U- 1
1st STAGE 1st STAGE 1st STAGE 1st STAGE. 1at STA E 1st STAGE 1st STAGE 1sCSTAGE
SELENIUM SELENIUM SELENIUM SELENIUM SELENIU SELENIUM SELENIUM SELENIUM
GENERAL CIVIL NOTES
N3000 1.
ALL NEW CONSTRUCTION SHALL USE THE LOCAL RECTANGULAR GRID COORDINATE SYSTEM
AS SHOWN ON THE DRAWINGS. ALL ELEVATIONS ARE BASED ON MSL AS TIED BACK TO THE
EXISTING FIRE HYDRANT ON THE EAST SIDE OF THE SITE (NGVD 29).
2.
SOIL BORINGS SHOWN ARE REFERED TO THE SUBSURFACE EXPLORATION REPORT PROVIDED
BY S&ME (NO. 1581-05-189) DATED OCT. 18, 2005.
3.
REFERENCE SHAW, STONE & WEBSTER DWG. NO./DOC. NO. BC-6022-03.00 FOR
PHASE I EARTHWORK PLAN. ALL STRUCTURE AND ROADWAY AREAS SHALL BE STRIPPED OF
GRASS AND ORGANIC MATERIAL, THEN PROOFROLLED PER THE SUBSURFACE EXPLORATION
REPORT AND REPAIRED AS NECESSARY PRIOR TO PLACEMENT OF STRUCTURES AND PAVING.
FINAL STABILIZATION OF YARD AREAS SHALL INCLUDE STRIPPING OF GRASS AND ORGANIC
MATERIAL AND PLACEMENT OF ROLLED STONE.
4,
ALL FOUNDATIONS SHALL BE FOUNDED ON UNDISTURBED NATURAL SOIL OR COMPACTED
PROVIDE NEW PIER
CONTROLLED FILL WITH A MINIMUM SOIL BEARING CAPACITY OF 3000 PSF.
SUPPORTS AT EXISTING 5.
PROTECT EXISTING SITE FEATURES AS NEEDED WITH TERRATEX ORANGE BARRIER FENCING
LOOPS (2) PER SLEEPER
BY WEBTEC OR AN APPROVED EQUAL.
DETAIL 6.
ALL PAVEMENTS SHALL BE INSTALLED AND TESTED PER THE SUBSURFACE EXPLORATION
REPORT AND REPAIRED AS NECESSARY.
7.
PLACE GUARD POSTS FOR PROTECTION AT ROLL --UP DOORS, SLUDGE REMOVAL AREA,
LIME SILOS, AND AT SEPTIC TANK. (SEE DETAIL ON SHEET 03)
8.
AS CONSTRUCTION BEGINS ON INDIVIDUAL. STRUCTURES, PLACE SILT FENCING AT DOWNSTREAM
SIDE OF STRUCTURE UNTIL STRUCTURE IS IN PLACE AND PERMANENT SEDIMENT CONTROL
STONE HAS BEEN PLACED AND ROLLED.
x SLEEPERS FORA 9, HDPE STORM DRAINAGE PIPE SHALL BE DOUBLE WALL (CORRUGATED/SMOOTH) AND SHALL
" PIPE 10'-0" C C BE PLACED AND BEDDED PER MANUFACTURER'S RECOMMENDATIONS FOR HS20-44 HIGHWAY
SEE DETAIL ON D G LOADING.
1-01-03; FOR SLEEPER 10. PROVIDE RUNOFF LEVEL SPREADER AT TWO DISCHARGE LOCATIONS. PROTECT EXIST. DITCH
LOCATIONS SEEWIGS TO 15' DOWNSTREAM WITH NCDOT CLASS 8 RIP -RAP AT DITCH INVERT AND 3' UP SIDES,
P06-18 & P06-10 SEE DETAIL ON SHEET 4.
11. AREAS OUTSIDE OF ACCESS ROAD ARE TEMPORARILY GRASSED, AND SHALL BE PERMANENTLY
N2900 GRASSED. SEE SHEET 4 FOR GRASS TYPES AND PLANTING SPECIFICATIONS.
1 -ANCHOR 12, SLOPE/WARP PAVING UP TO CONCRETE DOOR PAD.
E3233.85
U
PROJECT
Z
LL
EXIST. FIRE
HYDRANT N4525.79
E1022.33
BENCH MARK PLANT
TOP EXIST.
HYDRANT
EL. 778.01
PROVIDE NEW PIER SUPPORTATS
EXISTING LOOPS (2) PER SLEEPER
E
DETAIL SHT BCM-6208.06-0123.003
(INLET
PROTECTION
TYP.)
10' I
N2800
rLxx
PIER
� TRENCH CH
FES-1
SEE NOTE 10 24 WIDE SINGLE
xPIPE TRENCH
SEE PIPE
TRENCH PLAN
x BC-6128-06.06
GRASSED
YARD
(NOTE 11)
1
X
x
N2700
Issued for Record Purposes
12-27-07 JMV
THIS DOCUMENT ORIGINALLY
ISSUED AND SEALED BY
RALPH WILLIAM BROEILS
P.E.
8694
P.E. NO.
10/25/06
DATE
THIS MEDIA SHALL NOT BE
CONSIDERED A CERTIFIED
DOCUMENT
COMP. A COMP. B COMP. C COMP. 0 COMP. E COMP. F COMP. G COMP. H I x C R O WD E R
; 0 784.5 ��>�m
INDUSTRIAL
L<Aws
,� X 785.5
X 785.5
FJ
9-
A Division of Crowder Construction Company
x 0-
�
`S '
� D
x
La.1
w
784.5
GRAVEL ACCESS ROAD
ROAD N2647
o
b\ 784.5
__\_
PIPE RACK
'
PEtVTA ENGMEEEI:[NG, P.A.
AROUND WWTS PERIMETER
.Z
13835 South Loges Drive
Charlotte. Narl11 Carolina 28273
UENTA704 588-8877 704 588-8fx38 Fox
o
w T4 EXIST. N2621.35
0
�-
O
O
w
O
N1
-- GRASSED YARD-.. w
C"!
re)
N2621.18
Winston-Salem, North Carollno 27106
7996-25 North Point Blvd.. Suite 117
SYNFUEL E2822.48
GRASSED YARD
(NOTE 11)
SITE PLAN
(NOTE 11), �.
+
E3136.76
[phone] [phone] (fax)
Prepared by, WAw.PE (3W)759-7
A
SEPTIC TANKZ
SCALE: 1" = 20'
DUKE NO,
PENTA PROJECT NO.
FILE NO.
X_
------ -- x
x x x- x
x x x
x x x
x
x x_ x_ x_ x x x
x x x
BCM 6208.06-a123.002
23725
L�ICAIID
01-02
5
ADDED INFLUENT LINE & TRENCH
06/31/06
WTW
JWH
COMPANY CONFIDENTIAL
DESIGNER
DATE
TITLE WASTEWATER TREATMENT SYSTEM
-
THIS DOCUMENT AND ALL INFORMATION CONTAINED
HEREIN ARE THE PROPERTY OF THE USFILTER AND/011
R
1©/1S/Ei
4
ADDED SEPTIC TANK, LIFT STATION,
4/17/06
HWK
JWH
CHECKER
DATE
CONCEPTS E PRO �
UNTNNED HERON
SITE LAYOUT & PAVING PLAN
& REVISED DIRECTION OF SEWER FLOW
INFORRMMA11ON A'AR
TO uNF AND ARE TEDAN IN CONFIDENCE. THEY
RWB
10/27/05
3
ADDED TRANSFORMER
2/24/06
HWK
RWE!
CLIENT DUKE ENERGY
TRANSFERABLE AND MUST BE USED ONLY
ARE NOT PURPOSE FOR
FOR THE PURPOSE FOR 1YHK:H THE DOCUMENT IS
COORDINATES
EXPRESSLY LOANED. THEY MUST NOT BE DISCLOSED.
REPRODUCED. LOANED OR USED IN ANY OTHER
ENGINEER
DATE
BELEWS CREEK STEAM STATION
S
REVISED SLEEPER LOCATIONS AND DIMENSIONS
10/25/06
RGH
GUNNER vaTHOuT THE ExPR£SS WRITTEN coNsm
RWB
11/29/05
MANAGER
DATE
�� � �O
,,,,...,...,� s INDUSTRIAL WASTEWATER SYSTEM$
OF USF. IN NO EVENT S14M THEY BE USED IN ANY
MANNER OEIRIMENTAL TO THE INTEREST OF uSF. ALL
7
REVISED SIZE AND COORDINATES
10/10/06
HWK
PATENT RIGHTS ARE RESERVED. UPON THE DEMAND
OF USF, THIS DOCUMENT, ALONG WITH ALL COPIES
�-- -�- WARRENDALE PA
OF TRANSFORMER PADS
AND E]CIT2ACT5, AND ALL RELATED NOTES AND
•••••• "• TEL: [phone]
� `� �
�""
FILE.
6
ADDED MAKEUP WATER TANK
10/06/05
WTW
JWH
ANALYSES, MUST BE RETURNED TO USF OR
DES►ROYED, AS INSTRUCTED BY USF. ACCEPTANCE OF
PROJECT
CODE
DRAWING
SHEET
REV
REV. AREA OF LIFT STA. & SEPTIC TANK
THE DELNERY OF THIS DOCUMENT CONSTITUTES
AGREEMENT TO THEs£ TERMS AND CONDITIONS.
57001271
MECI-I
L01
02 OF 04
8
SCALE.
' 1"=20'
PLOT SCALE
REV
DESCRIPTION
DATE
DWN
CHKD
APVD
ECN
1
INTL REF:
BAR = 1" AT
INCHES 1 2 3 TENTHS 10 20 30 4
1
C
0®%�4���..
pQ ® FSSSIpy
°9
ga SEAL <.??
® e r
RECORD DRAWING
THIS RECORD DRANVINC IS BELILVLD TO BEAN ACCURATE RFPRi:SCV rATION OP THE NIODIFICAITON3 MMADEAND
TS CORRrC:TTO THr T3EST OF THG PROFESSIONAI:S KNOWLI D(iL'. THE SOURCES AND BASIS OF INFORNIATION
USED IN THE i'REI'ARATION OF IIHS RECORD DRAWING ARE THE DRAWINGS ISSUED FOR CONS-rRUCTION AND
CONTRACTOR NOTE&SKETCJIVS.
TITLE
WASTEWATER TREATMENT SYSTEM
SITE LAYOUT & PAVING PLAN
MESA ASSOCIATES, PLL
ENGINEERS AND CONSULTANTS
9238 MADTSON k3LVT), Bi,DG 2, Si'E 116,MADISON, AL 35755 [phone]
FOR
L EMUS CREEK STEAM STATION
NORTH CAROLINA ENGR. LICENSE: P-0193
DUKE
N' RGYe
SCALE: N.T.S.
DES:
HWK
REV
DATE
JOB N0.
PROJECT TYPE
IDES IDFTRICHKDII^NGR
APPD
DWG TYPE: MD
DFTR:
9
10/26/15
BC001458
RECORD
JAW JAW
JWC
RWB
MHH
DESC:REVISED UNDER NEW PURGE LINE PROJECT, RECORD
J 0 B NO:57001271
CHKD:
RWB
REVI
DATE I
JOB NO.
PROJECT TYPE
DES
DFTR
CHKD
ENGR
APPDE
DATE: 11/29/05
ENGR:
RWB
$
10/25/06
CONSTURCTION
RGH
FILENAME:
BLC 00 DUKE SCM-6208.06-0123.002.DGN
--
APPD:
DESC:REVISED
SLEEPER LOCATIONS AND DIMENSIONS
DWG SIZE
DRAWING NO.
REVISION
REVI
DATE
JOB NO.
PROJECT TYPE I DES
jDFTRICHKDIENGR
APPD
ARCH D
24.0 x35.5
��I U L
BCC -6208 R 06'0 1 23.002
10
9
%
�O6
CONSTU
HWK
TRANSFORMER
DESC: REVISED SIZE AND COORDINATES OF TRANSFORMER PADS
R 9
■ it
m
F-