NCS000571_Correspondence_20240327

Young, Brianna A
From: Hawkins, Randy <[e-mail]>
Sent: Wednesday, March 27, 2024 8:19 AM
To: Young, Brianna A
Subject: RE: [External] RE: Rogers Energy Complex (Cliffside Steam Station) NCS000571
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Good morning Brianna,
We will make the change in the SWPPP.
Thanks for all the help!
Randy
' EUKE
NERGY
Randy Hawkins
Permitting&Compliance
Duke Energy, Environmental Services
[e-mail]
[phone]
From:Young, Brianna A<[e-mail]>
Sent:Wednesday, March 27, 2024 8:14 AM
To: Hawkins, Randy<[e-mail]>
Subject: RE: [External] RE: Rogers Energy Complex (Cliffside Steam Station) NCS000571
CAUTION! STOP. • expecting
and spelling correct? Does the content make sense? Can you verify the sender? If suspicious report it, then do
not click links, open attachments or enter your ID or password.
Good morning Randy,
I have heard back from Ian Callaway.As there is no industrial activity occurring in the specified area, a permit
modification is not needed.As we discussed on the phone,you may document this site change in your SWPPP. Please let
me know if you have any questions.
Thank you,
Brianna Young, MS(she/her)
Industrial Individual Permits Coordinator
Stormwater Permitting Program
NC DEQ/Division of Energy, Mineral, and Land Resources (DEMLR)
[e-mail](e-mail preferred)
919-707-3647 (office)
1

Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612
Physical address: 512 North Salisbury Street, Raleigh, NC 27604
Email correspondence to and from this address is subject to the North Carolina
Public Records Law and may be disclosed to third parties.
From: Hawkins, Randy<[e-mail]>
Sent: Monday, March 18, 2024 1:50 PM
To:Young, Brianna A<[e-mail]>
Cc: Callaway, Ian C<[e-mail]>
Subject: [External] RE: Rogers Energy Complex(Cliffside Steam Station) NCS000571
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Good afternoon Brianna,
I just wanted to follow up on the previous email with a quick update. Ian Callaway was able to come out to the site on
3/7/24 to take a look at the area described below. With his approval we have proceeded with the berm removal which
will eventually allow the stormwater in this area to flow to the Broad River.
I have attached Ian's report from his site visit along with some other supporting documents.
Duke Energy still believes that this drainage area will contain no industrial activity once this project concludes, but I
wanted to share this update in case you would like to reach out to Ian since he inspected this area recently.
Please let me know of any additional information you may need to help make a determination.
Thanks again!
Randy
if DUKE
%- ENERGY
Randy Hawkins
Permitting&Compliance
Duke Energy, Environmental Services
[e-mail]
[phone]
From: Hawkins, Randy
Sent:Tuesday, February 27, 2024 1:49 PM
To: [e-mail]
Subject: Rogers Energy Complex(Cliffside Steam Station) NCS000571
Good afternoon Brianna,
Duke Energy has been directed by NCDEQ to close the Active Ash Basin (AAB) at Cliffside by removal of coal combustion
residuals (CCR)to a landfill.The AAB Closure Project included the removal of CCR material from the ash storage area
(ASA) located downstream of the AAB basin and adjacent to Broad River. Multiple permits including 404,401, ESC, and
Floodplain have been obtained through their respective agencies. Excavation and removal of all CCR material from the
ASA area was completed on March 5, 2022.
2

As part of ASA area closure, swales and a rip rap storm water conveyance was to be installed and the surrounding area
to be graded and re-vegetated.A berm is still in place preventing discharge to the Broad River, but we have reached the
point in the project where the surrounding area has been stabilized and we are ready to remove the berm which will
allow stormwater to flow to the Broad River.
We believe that the drainage area supplying the stormwater conveyance contains no industrial activity now that the CCR
material has been removed and the area has been returned to natural conditions, and won't need coverage under the
NPDES Industrial Stormwater Permit(NCS000571). We will update the SWPPP to accurate portray this drainage area and
stormwater conveyance once the project has been completed.
Additionally,there were two Stormwater Outfalls (SW018A and SW018B)that have been abandoned as stated in the
current ISW permit. We would like to have these outfalls removed from the permit language.
Attached are some supporting documents which will hopefully provide all the information you need, but please let me
know if there are any questions or additional information you require.
Please let me know if you are in agreement with our assessment.
Thanks for the help, it is greatly appreciated!
Randy
DUKE
ENERGY.
Randy Hawkins
Permitting&Compliance
Duke Energy, Environmental Services
[e-mail]
[phone]
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.
3

Young, Brianna A
From: Callaway, Ian C
Sent: Tuesday, March 26, 2024 3:38 PM
To: Young, Brianna A
Subject: Re: [External] RE: Rogers Energy Complex (Cliffside Steam Station) NCS000571
Brianna,
Thanks for following up I apologize as I thought I had responded to this already but had not.The site conditions support
that no industrial activity will occur and as such no permit change needed.
Thank you.
Ian Callaway
Environmental Specialist 1, DEMLR
North Carolina Department of Environmental Quality
Office: (704-235-2139)
[e-mail]
D- E-
CJA�
NORTH CAROLINA
Department of Environmental Quality
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
From:Young, Brianna A<[e-mail]>
Sent:Tuesday, March 26, 2024 1:39 PM
To: Callaway, Ian C<[e-mail]>
Subject: RE: [External] RE: Rogers Energy Complex (Cliffside Steam Station) NCS000571
Hello Ian,
I am following up on my previous email. Randy Hawkins just called me asking for an update, but having not heard from
you I wasn't able to provide him much. Is the completion this work going to require a permit modification or is the
permit fine to stay the way it is? From my conversation with Mr. Hawkins,there is no industrial activity occurring in the
area now (the area was returned to natural conditions) and no change to existing permitted outfalls, which if true, I
believe no permit modification would be needed. However, I would like to confirm site conditions with you first before
proceeding.
Thank you,
Brianna Young, MS(she/her)
Industrial Individual Permits Coordinator
Stormwater Permitting Program
NC DEQ/Division of Energy, Mineral, and Land Resources (DEMLR)
1

[e-mail](e-mail preferred)
919-707-3647 (office)
Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612
Physical address: 512 North Salisbury Street, Raleigh, NC 27604
Email correspondence to and from this address is subject to the North Carolina
Public Records Law and may be disclosed to third parties.
From:Young, Brianna A
Sent: Friday, March 22, 2024 12:35 PM
To: Callaway, Ian C<[e-mail]>
Subject: FW: [External] RE: Rogers Energy Complex (Cliffside Steam Station) NCS000571
Ian,
Is the completion this work going to require a permit modification or is the permit fine to stay the way it is? If the
outfalls identified in the permit are affected then I'll need to direct Duke to request a modification.
Thank you,
Brianna Young, MS(she/her)
Industrial Individual Permits Coordinator
Stormwater Permitting Program
NC DEQ/Division of Energy, Mineral, and Land Resources (DEMLR)
[e-mail](e-mail preferred)
919-707-3647 (office)
Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612
Physical address: 512 North Salisbury Street, Raleigh, NC 27604
Email correspondence to and from this address is subject to the North Carolina
Public Records Law and may be disclosed to third parties.
From: Hawkins, Randy<[e-mail]>
Sent: Monday, March 18, 2024 1:50 PM
To:Young, Brianna A<[e-mail]>
Cc: Callaway, Ian C<[e-mail]>
Subject: [External] RE: Rogers Energy Complex(Cliffside Steam Station) NCS000571
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Good afternoon Brianna,
I just wanted to follow up on the previous email with a quick update. Ian Callaway was able to come out to the site on
3/7/24 to take a look at the area described below. With his approval we have proceeded with the berm removal which
will eventually allow the stormwater in this area to flow to the Broad River.
I have attached Ian's report from his site visit along with some other supporting documents.
2

Duke Energy still believes that this drainage area will contain no industrial activity once this project concludes, but I
wanted to share this update in case you would like to reach out to Ian since he inspected this area recently.
Please let me know of any additional information you may need to help make a determination.
Thanks again!
Randy
fo, DUKE
'C' ENERY-
Randy Hawkins
Permitting&Compliance
Duke Energy, Environmental Services
[e-mail]
[phone]
From: Hawkins, Randy
Sent:Tuesday, February 27, 2024 1:49 PM
To: [e-mail]
Subject: Rogers Energy Complex(Cliffside Steam Station) NCS000571
Good afternoon Brianna,
Duke Energy has been directed by NCDEQ to close the Active Ash Basin (AAB) at Cliffside by removal of coal combustion
residuals (CCR)to a landfill.The AAB Closure Project included the removal of CCR material from the ash storage area
(ASA) located downstream of the AAB basin and adjacent to Broad River. Multiple permits including 404,401, ESC, and
Floodplain have been obtained through their respective agencies. Excavation and removal of all CCR material from the
ASA area was completed on March 5, 2022.
As part of ASA area closure, swales and a rip rap storm water conveyance was to be installed and the surrounding area
to be graded and re-vegetated.A berm is still in place preventing discharge to the Broad River, but we have reached the
point in the project where the surrounding area has been stabilized and we are ready to remove the berm which will
allow stormwater to flow to the Broad River.
We believe that the drainage area supplying the stormwater conveyance contains no industrial activity now that the CCR
material has been removed and the area has been returned to natural conditions, and won't need coverage under the
NPDES Industrial Stormwater Permit (NCS000571). We will update the SWPPP to accurate portray this drainage area and
stormwater conveyance once the project has been completed.
Additionally,there were two Stormwater Outfalls(SW018A and SW018B)that have been abandoned as stated in the
current ISW permit. We would like to have these outfalls removed from the permit language.
Attached are some supporting documents which will hopefully provide all the information you need, but please let me
know if there are any questions or additional information you require.
Please let me know if you are in agreement with our assessment.
Thanks for the help, it is greatly appreciated!
Randy
3

DUKE
&
ENERGY
Randy Hawkins
Permitting&Compliance
Duke Energy, Environmental Services
[e-mail]
[phone]
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.
4

Sedimentation/Construction Stormwater Inspection Report
North Carolina Department of Environmental Quality
Land Resources: 610 East Center Avenue, Suite 301,Mooresville,NC 28115 [phone]
County: Cleveland Project: Stormwater Channel for former Ash River basin: Broad
Person financially responsible:Duke Energy Carolina's,LLC-David Dellario, Project#: CLEVE-2023-037
Project Director
Address: 526 South Church Street,Charlotte,NC 28202
1. Project Location: Duke Power Road,Mooresboro
Pictures: No
2. Weather and soil conditions: Sunny,workable soils. Initial inspection: Yes
3. Is site currently under notice of violation? No
4. Is the site in compliance with S.P.C.A.and rules? Yes If no,check violations below:
5. Violations:
6. Is the site in compliance with NPDES Permit NCGO10000 Construction Stormwater requirements? Yes
Describe:
7. Has sedimentation damage occurred since last inspection? No If Yes,where? (check all that apply)
Degree of damage:
8. Contact made with(name): Steve Hodges Title:
Inspection report: Sent Report Date given/sent: March 08,2024
9. Corrective action needed:
10. Comments: Inspection was conducted at the request of Duke Energy to proceed from phase 1 to phase 2 of
the project.At the time of inspection all phase 1 measures were in place and maintained.
Sufficient ground cover was established for the drainage area.Permission was granted to
proceed with phase 2.
Reported by: Ian Callaway Others present: William Baummer
Date of inspection: March 07,2024 Time arriving on site: 10:30 AM Time leaving site: 11:30 AM
cc:

STORMWATER CHANNEL SYSTEM FOR FORMER
ASH STORAGE AREA
CLIFFSIDE STEAM STATION
MOORESBORO CLEVELAND COUNTY
MOORESBORO, NORTH CAROLINA
INDEXOFDRAAANGS
DISC.NO. REVISION ­NG NO. D—RIPTON
I GENERAL
-1 1 O1 E%(ASA)
GENERAL NOTES(SHEET 10F 2)(ARA)
TES(SHEET2OF2)(ASA)
PROJECT VICINITY IONS
"S i EROSION AND SECONDIDIMENT
CONTROL Pl-ANI
STxrcvaELOCAOION
r R, I CHANNEL GRADING PLAN
.
12
y 4
ANNEL I AND 2
CU9 DETAIL SECTIONS 11 CH
NO REPORTING
aA'�.• _
SITE LOCATION MAP
CI'DUKE
............
NcAR ENERGY. PREPARED._T�—; �N;EE�UNE3D0R ENERGY PROGRESS,
`�QPo�psai'.y, cxnx[oTre.rvoxTx cAR
COVER SHEET AND DRAWING INDEX(ASA)
AJ'�°AnlxcE: �~
/�EMVW.`xxc`•"ISSUED FOR PERIVITTING AND CONSTRUCTION cm SAN _�normz2 °® Fam »•� a osssssllo
THIG
STORMWATER ONNNEL SYSIEM FOR FORMER ASH STORAGE AREA
t SQ02z CLIFFSIDE STEAM STATION C-U1E
CM F SHEET IS REDUCED
THAN 26"x36" MOOREGBORO,NORTH CI1ROl1NA
APPR'D IT IS A REDUCED PRINT— ERM we NI.- RFv
SCALE REDUCED ACCORDINGLY. - O1

GENERA_NOTES
ALL SHIP DRAWINGS SHALL BE 1­­"'HE"N­""'TO S`­To THE
31 1.1. ACCESS ROADS AND MOBILIZATION,PARKING,AND STORAGE AREAS SHALL BE MAINTAINED IN A STABLE AND SMOOTH CONDITION. OR SHALL BE RESPONSIBE FOR SITE RESTORATION PERTAINING TO EARTH-DISTURBED AREAS IN ACCORDANCE WITH THE EROSION ANONSEDIMENT ].
. EXISTING C ANN L I LGRES,GT.A _S . ILL PA, . N. US CHECKED THE SHOP D_`N­BEING'o-ECTANDIN'oNFOrINGN E.ITH,IH.EI'WU G MYN"
F1, CONTRACTUR BRALL 1OGRD1NkTE HATIT NUFFIES NTH DUKE ENERIY AND DENTIFY MY LIMPATION ON USE IF PUBLIC STREETS. IMPACTS OCCUR,ALL SITE GRADING SHALL PROVIDE FOR POSITIVE DRAINAGE WITH THE SURFAIE SUFABLY PREPARED'OR SEEDING AND MULCHING, IN.,PRAWINGS BIT GO REV'ENRED SY THE U.NTNAUTGE MAY SE U .. TAGTKBN T%L.T
ENGINEER,AND ANY DELAYS CAUSED THEREBY S­BE THE RESPONSIBILITY OF THE CONTRACTOR
ALL EXCAVATIONS SHALL COMPLY WITH OSHA IIN­NDUSTRY ITANIARDI REI�.-Li­EXCAVANTI.NS.TRENCHING,H.BING, PERMITS AND EADSION­FFI­
AN D FACING ALL_NATIONS SHALL E COMPLETE.AND MAINTAINS_A SAFE AND S E C.N."To THROUGHOUT THE 11. ENGINEER I REIEW OF THE SHIP DRAWINGS ILEM TIES BY THE—FACTOR WILL COVER ONLY GENERAL
CONSTRUCTION PERIOD, N� GLIYR I IN LIFE W A N�ITN C.N_WITH'HE CoNTRACT__ENFG THE RE EVY OF G. NOT REL EV
Co - '" L"TAIAN A'FOR LL Co UCT`N 1ER.lE BUILDING 1­1TE,LIDENSES..-DRINIVIENTAL CHMIES,AND INSICSFOR FEES VI SHIP DEAWIN SHALL I E'HE
1.4. OL ISO,STORM WATER, 41 CASEY.TRICKLAND ARE STRICKLAND GRADING COMPANY,GEIN ENGINE CH CONTRACTOR SEAL�l
LLNUMBER13.82S_T4aT258.SEDIMENT CONTROL FOR CONSTRUCTION OF PROJECT ISNDIOCCUMENT. ON,THE F. GS
GROU ownTFa)FOR THE DURATION
THE WORK)THENSTALATOAND a EMOVAALOFANv1EMP0aAav PIPIrvG Oa OTHER MAERIU OR AND FOR THEACCUWACY OF OIMEBONS,QUANTITIES,AND DESIGN OF ADEDUAE CGNNECTIOrvs AND
THE INITAL'T"N IF C.R. REWIREMENTS.CONTRACTOR SHALL BE RESPONSIBLE DETAILS
M.M,.NARY ATER DUN G. IF SIT SAG UST BE RETURNED TO THEIR ORIGINAL CONDITIONS. ANYARE,OTHER THAN THAT DEPICTED IN THE PLANS,THE DISTURBED AREAS WORK. DINATNG REQUIRED NOTIFICATIONS AND INSPECTIONS WITH THE ENGINEERAND THE PERMITTING AUTHORITY SO THAT THERE IS NOT A DELAY IN THE ]. RETURN
R SETS F SHOP DAYS FOLLOWING SUBMI THEIR TO THE
EIPT
10)
KING
BYTHEENCIN
1.5. ONTROLALL STORM WATER GROUNDWATER, SURFACE WATER AS NECESSARY TO PERFORM 4.3. EMS BPELIHED
1HE CONSTRUCTION AC'i vmESLY DUE THE CONTRACTOR
TRI PLAN.GTOR­PILLUTION PREVENTION PLAN AND-PERMIT TO COVER COSTS OF THE ENGI-REVIEW BEYOND THE SECOND SIBMISSION.
16 WITHIN THE PREGON IMFS. HALL IMPLEMENT DUST SUPPRESSION TECHNIQUES TO MINIMIZE DUST NUISANCE WHERE F ORIGINATES CC PND ASSOCIATE TERMS ANDCONDITIONS DURING PERFORMAO IN NCE OF THE WORK TCOPYAPPROVE. EE(3FCOPIES OR
ONTRACTOR SHALL IMPLEMENT ALL EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PLAIN ELECTRONIC
2 DEVELOED BY OTHERS.EROSION AND SEDIMENT CONTROL DEYICES SHALL BE INSTALLED IN ADVANCE OF FARTXWORK OR GROUNRLDISTURIANDI ACTIVITIES.
THAT
REQUIRESS OP DIRAw NG SU MTnALSSXALEeE PURCHASED ORCOMMENCED UNFIT DOCUMNTS AND DESIGN CONCEPT OF THE piXETPETNFNF SHOP
2.1.BASE TOPOGRAPHIC MAPPING IS SURVEYED BY GPI(MARCH 2H22F NA003 NORTH CAROLINA STATE PLANES,US FOOT 4.5, REpUIREHETSOFPTHE EROISIONNANDSE REPAIR,
OR REPLACE
DAMAGE EROSIOMIT ANDEDIM OTHERSCONDRONTRACT DEVICES
N ACCORDANCE
TAUN ALWITH
THE
REOLECY DRAWINGS HAVE BEEN REVIEWED AND APPROVED.
2.2.ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVDBB). AND M1LAINTEWANCE IN ACCORDANCE WITH THE ISSUED PRMIT/WDTHE
APPROVED siOaMwaTR POLLUTION P_NTION PLAN. e. PROGRESS MEETINGS AND SCHEDULE
RESPONSE TO ANYAND ALL EN­
2a.PROPERTY BWNOARY PROVIDED BY DUNE ENERGY CAROLINAS,LLC G6ERG TH MAYGCGU RISK RESULTING IN A ITIPPAIE OF WORK I—L BE REPORTEONMED ATELY TO THE OWNER AND/OR THE ENGINEER.EN CIE H Y��CUR WHEN CONTRACTOR IS HOT PRESENT AT THE ECT e'1TELECONFERENCECONTA'STOR TSHALLO REATTVIEW PROGRESSSCHEDULED OF WORK PROJECWEEKLY TSCHEOL IE"NGSEASUSMUTUAF STAT THE PRGLE'TTLE AN DELIVERY
NI E WERE PRO— D OTHER MATTERS.ENGINEER SHALL
2ALLRIES AN`TE(DELEMBEST NOR219A RECENTLYNSTALED GROUNDWATER EX C`RNAND MONITOR NG WELL LOCATIONS PULLWERE"ENTED IN CONTRACTOR SHALL REPORT ACCIDENTS ANDINCIDENTS AS SPECIFIEOINTHEDUKEEHSCOMPLIANCE MANUAL. ESTNONDAESIGNIFICANT PROCEEDINGS AND DECISIONS
SELEGPI MARCH 2O22). C.T. ERS, ANOREPRODIICE AND DISTRIBUTE COPIES OF THE MINUTES.
2.5.THE LOCATIONS OF STREAMS AND WETLANDS WHERE INDICATED WERE ORIGINALLY DOCUMENTED IN THE 0US MISS NATURAL RESOURCE.TECHNICAL REPORTS. I RE wTS,H.P SUP RFASI NEQFUI MEONTTMAND OTHER EQUI MUENF OR 8UPPOL ES ASPL
1A CONTRACTOR SHALL RETAIN THE SERVICES OF AN INDEPENDENT LAND SURVEYOR,PROFESSIONALLY LICENSED IN THE STATE OF NORTH CARCUINA. Ce. SAFETY DETERMINED TO BE NECESSARY OR PRUDENT BY THE CONTRACTOR,ENGINEER,OR OWNER,
82 SUBCONTRACTOR.AND SURE P.(A.APPROPRIATE),. ATTENDEES SHALL INCLUDE OMER.ENGINEER. AND OTHERS US APPROPRIATE)S PROJECT OENT,CONTMCTORS
2TIS IRCKNGTI
'THEENGNEAN IS. DATA ETS(SDI)OR OTHER IT RD COMMUNIICATIONINFORMRATION REIUIREDTO BELMADE AVAIMELTo OR EXCHANGED BETWEEN OR AM..
SUBCONTRACTOR. 8.3. OTHER MEETING.SHALL BE SCHEDULED AS REQUIRED BY THE INNER OR ENGINEER.
EARTHAND SUR EOTH SITE CONTRACTOR SHALL COMPILE AND PROPERLY FIE SO.FOR ALL MATERIALS FURNISHED BY CONTRACTOR OR ITS SUBCONT
BEACCURATELY REPLACED BV A REGISTESIR NEAR SAID"ON PINSRED SURVEOR MON UMVORIENTSNTHE STATE OF NORTH CAROLINAATTHE COMPLETION OF THE PROJECT.ANY PINS OR MONUMENTS ARE DEGTROYED OR-ED Y THE CTOR.THEY SHALL 5 e' UNG CO.LETION TIMES FOR TH EWPREDECESSORORK,THE
CT
­FFM,AN THE DURATIN OF EACH TIES.THE PROGRESS SCHEDULE S­L SHOW EACH ACTIVITY AND,
2.1. BENCHMARKS,TEMPOR­Y BENCHMARKS,AND HORIZONTAL AND VERTICAL CONTROL SHULL BE ESTABLISTED By THE SCBRU—IR AS NESESSARY TO SI CONINCTOR SHALL ATTEND A PRELCONSTRUCTION CONFERENCE TO BE SCHEDULED BY THE OMER AND ENGINEER—CONSTRUCTION CONFERENCE S­ AS A MINIMUM.EACH ACTIVITY DESCRIPTION SHALL CONTA,N
CONSTRUCT THE PROJECT.SURVEY CONI AND REFERENCE POINTS SHALL BE LOCATED AND PROTECTED DURING CONSTRUCTION. BE HELD WIPHIN 20 DAYS AFTER THE EFFECTIVE DATE OF THE CONTRUST WITH THE OWNER BUT BEFORE THE CONTRACTOR BEGINS WORK AT THE SITE.
11 FOR
5. MER ENGINEER CONTRACTOR'S PROJECT SUPERINTENDENT.CONTRACTORS PROJECT MANAGER.CONTRACTORS CONSTRUCnON SEQUENCE
LAY jUR.L­THE DRAWINGS. RING THEwoRKAS NEEDED TO ENSURE TWATmE W CARE
PERFORMED AT THELGCATIorvs.ELEVATICH,AND TO THE LIMITS SHOWN ON SUBCONTRACTORS AND SUPPLIERS US APPROPRIATE),AND OTHFRS(AS APPROPRIATE).
PHASE I
2.18.SURVEYOR SHALL MAINTAIN LINES AND LEVELS,LAYOUT,AND LOCATE THE WORK UTILIZING RECOGNIZED ENGINEERING SURVEY PRACTICES.THE WORK 53 WILL BE REVIEWED ANOR=.AEDWITHONEOFTHE FOLLOWINGLLAS.IFILATIONB REVIEW SY THE ENGINEER AND APPROVAL BY THE OWNER.EACH SUBMITTAL
SHALL BE EXECUTED IN CONFORMANCE WITH LINES AND GRADES SHOWN ON THE DRAWINGS.UNLESS OTHERWISE APPROVED BY THE OWNER AND ENGINEER, CDEQ.
2.1 NECESSARY TO ESTABLISH PROGRESS OF THE COMPLETED WORK A.ACCEPTED.NO EXCEPTIONS TAKEN,CONTRACTOR MAY PROCEED WITH THE WORK. 2ALLGGN_GTORG ENGINEER OF RECORD AND
AND SUBCONTRACTORS INVILVED WITH LAND DISTURBANCE,
ANOVERIFY QUANTITES FOR PAYMENT PER THE CONTRACT DOCUMENTS AND BID ITEMS. B ACCEPTED AS NOTED.CONTRACTOR INLAY PROCEED WITH THE WORK SUBJECT TO THE COMMENTS AND/OR NOTES ON THE SUBMITTAL.RESUBMITTAL IS NOT 3 CE(LGD)C
RE,LUESD
YN.
CTORS
NDUCT
COMPREHENSIVE,FINAL AS-BUILT SUR­
ICH SHALL
DE A
NIMUM
THE FOLLOWING. PRIOR TO CROSSING ITH III
212,A. LOCTCATIONS AND E�AJION9LOF UTILITESAASSOCIAED WITH LIMITS,GRADE BREAKS ANDHELEVATONS OFUTHE COIMPLEEDFDRAINAGE CHANNEL C.REVISEANDRE.uBMR.CONTRACTOR MAY NOT PROCEED WITH THE WORK.RESUBMITTAL IS REQUIRED FOR CERTAIN ITEMS. CONSTRUCTION4, AS AFF'GLIHOABLE,INSTALL STABILIZED EXIT AND INCLUDE WHEEL WASHES AS NECESSARY
e. CONSIVCTEOPROJECTTOPOGRAPHY(1.0.FOOTINFEVALS)INCLUD,NGACCESSROA05. 5. THATCONTRALTOR HASREVIEWEDTHE SUBMITTALAND THATSUBMITTET.INFORMATIONCONFORMSTO CTOR SHALUIREMENTs"INTRALL.By5 WHICH
OFTEECONT-QGFIVERTS
C.LOCATONSAND INVERTS OFTHE INSTALLED DRAINAGE CULVERTS. U-N 1E NATION OF 0,THE END O.P­T.R.WXTE­AN EL FILE
THE CONTAINMENT
O TAI MENT BERM IS
AT RILL IN PLACE,PUMPING THE CON CT.R iESFOMEII&E:FSON MANAGING
5. ALS%...SUBMITTAL NO.001).CONTRACTOR SHALL NUMBER REVISED SUBMITTAL.WITH ORIGINAL
D.LOCATIONS AND ELEVATIONS OF ACCESS ROAD EXTENSION, NUMBERAND ASEWENTIALALPWABETICSUFFX(E.G SUBMFLALN0.001A). ] NGOERARONSARECOMPLE1lD DFINISHEDGRADEISESTABLISHED,.TABILIZEAREA.WITX
RIPPAR
STORMWAJER CHANNEL.HYDROSEEDING ON
E.LOCATION OF SAMPLE POINT. SS EACH SUBMITTAL SHALL INCLUDE PROJECT TITLE,CONTRACTOR,SUBCONTRACTOR,OR SUPPLIER NAME,TITLE OF SUBMITTAL,AND DRAWING NUMBER. COEQ STANDARDS PROPOSED
SIDESLOPEO AND/OR TEMPOWIRV/
PERMANENT CHANGES THAT ARE MADE TO SITE CONDFRONG AS PMT OF CONSTRUCTIN INCLUDING 6, REQUESTEFORINFORMATION
MODIFICATIONS iO GROUND LOVER. IT CCINTRACTOR$NALL SUBMIT ALL RFI'ST0 ENGINEER IN WRTTING.RFI's SHALL BE NUMBERED SEQUENTIALLY AND SEPARAELY FROM SUBMITTALS IRS,RFINO.
2.13,AT THE END OF CONSTRUCTION.THE CONTRACTORS SURVEYOR SHALL SUBMIT FINAL RECORD DRAWINGS AS REWIRED TO THE SATISFACTION OF THE OWNER AND Mi).
—FACTOR TO ENSURE'AT ALL PERIMETER AND TURSDITY CLETAIN ARE PROPERLY
S2 GO—SHALL REQUEST WRITTEN CONFIRMATION OF MY INDENIRETATIONS OR C-ARIFICATIONS­DED VERBALLY BY THE ENGINEER OR THE OMER INSTALLED PRIOR To.M.E NCINGBABEZ.OAN
2,14,ALL SITE SURVEY DATA MUST BE PROVIDED IN THE FOLLOWING COORDINATE SYSTEMS 10 CONTRACTOR GRALL ENSUESE PRIOR TO PHASE 2 WORK THAT THE CONTAINMENT ERMISOIL PLUGUE
A NORTHAMERICANVERTICAL DATUM OF 19S8(NAVD88L SS ENGINEER WILL PROVIDE ANY REVISIONS TO THE DRAWINGS IN WRITING, MA WAIN NO CONTAINMENT
1 CCEOS ROAD ON THE EASTERN SLOPE OF ASA
B.HORIZONTALNORTHAMERICAND MOFI9 (NORTHCAAOLINASTAEPLANECOORDINATESYSEM). T' 1 SE2
ANDSUBMITALL SUavEV DATA AND SURVEY DRAwINGSAS RECORD DOCUMENTS.IN e01H EECIROIC T.I T DOCUMENTS CONTRACTOR SHALL SUBMIT FOR ALL EQUIPMENT AND MATERIALS TO BE 12 SECTION OF SHE STORMWATFR CHANNEL WORRING FROM THE RIVER BACK TO THE SOIL PLUGPHA
PNDPAPER FORMAT.EL ECTRONICFORMATSHALLBEAUTOCAD. FURNISHEDiOTHECALLEDFRTHEHUUEGL AL EAST TH
O\BEE NNE(R�COIES OF EACH SHOP DRAWING TO THE ENGINEER FOR REVIEW.NO COPIESWILL BE3 PAPER 3.CONTRACTOR TO COMPLETE GRADING NEAR GIVE ADD NSTUFHOELINE AND LAaGF CONCRETE
RETURNED AN ELECTRONICCOPYOF REQUIRED SHOP DRAWINGSMAYBESUBMITCEDIN LIEUOF 1
2.18.CONTRACTOR SHALL WORK IN EXISTING OVERHEAD RIGHT OF WAY WITH UTMOST CAUTIONCONSTRUCTION AND LIMIT GRADING TO WHAT CAN BE GRADED AND
ENVIRONMENTAL PROTECTION MATERIALS AND MATER_:REIN SHALL BE UNDERSTOOD TO INCLUDE ALL DATA COVERING EQUIPMENT EQU P E T GO 11 =AEMOVN S.LIP DAYALL UPGRADIENT SLOPES AND HANNEL SECT.NS MUST E STARLIZED
3.1 CONSTRUCTION OPERATIONS UNDER THIS CONTRACT. ]. PUT NOT BE LIMITED TO,DESIGN CUCULAIONS,EQUIPMENT DRAWNGS,FABRICATION ADD INSTALLATION DRAWeNGS,ERECTION Pr AND ON.ANY ACCUMULATED SEDIMENT MUST BE REMOVED PRIOR TO WORKING
THE
CONTROL
OF LAND,WATER AND AIR WA rvRAT THE SITE. DRAWINGS.CATALOG SHEETS.DATA SHEET.LISTS.GRAPHS.AND SIMILAR ITEMS,DATA SNALL DEMONSTRATE COMPLIANCE WITH THE CONTRACT DOCUMENTS. 1
REMOVE_PLUS AND CORRECT_.CHANNEL I I AND NET_TT.N
MANNER ALLOW 1UF1 IIENT TIME FOR REVIEW ADD ACCEPTANCE 11 THE E'GINEER. OF
POLLUTION CONTROL PROGRAM PRIOR TO COMMENCEMENT OF WORK. CORRECTEDORREVISEDSHOPDR3UE'ONNGS Y PROJECT DELAYS RESULTINGFROM LATE SUBMITTAL O'INIDAL SHOP DRAWINGS OR RESUBMITTAL OF 1 LL AMENDMENTS
AN.WATER UNTIL
PERMANENT VEGETATION IS E—SHED
IN ACCORDANCE WITH
S.S.OWNER WILL NOTIFY CONTRACTOR IN WRTING OF PINY NONCOMPLIANCE WITH THESE PANS AND THE ACTION TO BE TAKEN.CONTRACTOR SHALL IMMEDIATELY 18 EROSION AND SEDIMENTATION CONTROL FEATURES SHALL REMAIN IN PLACE UNTIL SITE IS SUBSTANTIALLY
FFAL`
IN AC_RDA11E
ALL DATA
SSURES
ACQUIRE AND REVIEW ALL DUKE ENERGY ENVIRONMENTPL COMPLIANCE PLANSANDOTHERENVIRONMENTU PROTECTION GUIDELINES THAT DRA CATALOG GUI OR -ILEED PER NCDEQ STANDARDS
WINGS SHOWING MORE THAN THE PARTICULAR ITEM UNDERCONSIDERATIONSHALLBEMARRED TO DELETE ALLBUT THE APPUGABLEINFORMATION. 1 FOLLOWING
TROL VERIFICATON
OF SITE STABILIZATION,CONTRACTOR SHALL REMOVE ERGS-AND SEDIMENT
TAKE
CORRECTIVE
ACTION,ARE APPLICABLE TO THIS PROUIECT AND THE WORK 7B WHERE PROPOSED EQUIPMENT OR MATERIALS.EQUIPMENT CIMPONENTS,EQUIPMENT FUNCTIONS.OR E.­OPER­DEVAIM FROM THE
AND WHENEVER EXCEPTION'
3 OWNSPCC TRA"ANDSWPPP AS APPLION R RE PON CABLE BASED ON plANT_OF FUEL OR OTHER I ENV RONMENTAL CONTROLSPO ENTIATHISCONFOR PRIJ STITUENT OIFCONCERN BROuLE ON SITE. cHTTON SITE TEMOR SHALL EPOMRILVVELOP EIR SHALL INCLUDE REFERENCED TO THEDRAWING NUMBRSFORWHICH THE DEVIATONSOEXCEPTGNS ARE MADE dcNTERs sTu.
PREPARED�DUKE ENERGY PROGRESS,
35 ..IGNEDFGRTHEDBEGFTHELGNTRALTGR.THELANDAREA.GDT.IDETHE ('
DUKE _
MIT.OFDISTU WORK E'RESERVEDINTEERPR SENTCONDIIO„RYA CARJT ENERGY. NNE UUN 3
3] TOR SXAF CONFINE ITS CONSTRUCTION ACTIVITIES TO AREAS DEFINED FOR WORK ON THE DRAWINGS OR SPECIFICALLY ASSIGNED FORAYS USE WITHIN 3CHAR[ATTE NORTH CAROLINA2
LATED AHEAs AND Access TEMPORARILY REWIRED BY THE corvTRAc,oR IN THE PERFORMANCE OF THE 'i c° 4,'"+'
WORK WILL BE cOONDNATE.WITH THE PRO ER. GENERAL NOTES(SHEET 1 OF 2)(ASA)
3.e coNTWAciore SHALL NOT DEFACE INJURE.OR DESTROY TREES OR SHRUBS OR TXMre reooT srsTMs,NGre REMOVE OR cur THEM ouTSOEOFTHE UNITS of N"CA, cM �"soR '�9691SHC
OF U
3S CONTRACTOR SHALL NOT DISPOSE OF FUELS,OILS,BRUMES,CALCIUM CHLORIDE,ACOS,DR HARMEDFMATCoNCERUNGPoLERIALS ON OROFFSRE(Du NrvGOF—E AUSU STORMWAiF110WJNEL SYSTEM FOR FORMERA$H-ASH AREA NU
SIAMLL ETa(ETO'REVERT CHEICALsEFEDE,FUEL.,oILA GREME.,BITUMINOUS MAEMALS,DECONTAMINATION WAER.ETC,FROM ENTERING 11SPECIAL 1 ��2 REISSUED FOR PERMIPFFNG AND CONSTRUCTION C. CLIFFSIDE STEAM STATION C-02
CM F SHEET IS REDUCED
THAN 2G"x36" MOORESBORO,NORTH CIIROMNA
PUBLIC WATERS. R FV LATE REVISION APPR�D SCALE
A REDUCED PRINT- EIM we xuuHA
SCALE REDUCED ACCORDINGLY. - 02

LIMITS OF DISTURBANCE -
(4SL ACRES)
INSTALL 2.5 FT.TALL SAFETYIDIVERSION BERM
AT LIMITS OF EXCAVATION.DIRECT FLOW INTO -
EXISTING CHANEL TO SOUTH. HE CHANNEL 1 I / 1 Li• a ,
INTO NEW PHASE 2 RIPRAP WHEN PLACED. - AS PHASE 2 GRADING PROGRESSES UP FROM TO THE BROAD RIVER IT IS THE
CO NTRACTORSRESPONSIBILITYTOONLY PERFORM AS MUCH GRADING AS THEY
LAN REASONABLY MANAGE AND STABILIZE AT THE END OF EACH WORKING DAY.
I •�,$ CONTRACTOR TO SHIFT ESC MEASURES AT LEADING EDGE OF GRADING TO
PREVENT SEDIMENT FROM LEAVING THE SITE.
UTILIZE MOUNTABLE WATER BARS TO SLOW =- '
AND REMOVE WATER FROM GRAVEL ROAD , v
DURING EXCAVATION.TIE INTO EXISTING �_ 12"COMPOST FILTER SOCK OR SILT FENCE
ROADSIDE CHANNEL TO THE SOUTH. x >>:J wl , WITH SILT FENCE OUTLETS EVERY 200'
��•'./APPROXIMATE LIMITS \/ff,J, IMMEDIATELY STABILIZE ALL ROADS
12"COMPOST FILTER SOCK OR SILT FENCE /s OF TEMPORARY BERM' !x•Z WITH SPECIFIED AGGREGATE UPON ROAD
WITH SILT FENCE OUTLETS EVERY 200' ` SURFACE SDEGRADE BEING COMPLETED
PHASE 1 AND 2 (O F
UTILM MOUNTABLE WATER BARS TO SLOW CONSTRUCTION F
AND REMOVE WATER FROM GRAVEL ROAD BOUNDARY
DURING EXCAVATION
CONSTRUCTION ENTRANCE Qy SAFETY FENCE
ALTERNATE CONSTRUCTION
LAT:35.216560 SAFETY FENCE
LONG:41.7004 � � �� ENTRANCE HERE
_ - PROPOSED ROAD TO BE
FLEXTERRA HP-FGM OR APPROVED EQUAL °YO CONTRACTOR RESPONSIBLE CONSTRUCTED ON-SITE
TO BE PLACED ON FINAL GRADED SIDE FOR PUMPING SEDIMENT
rxa SLOPES OUTSIDE OF LIMITS OF RIPRAP LADEN RUNOFF DURING
a.wAraxwucovrNuar°aE ri..exe°Txxourn Txaawsnxseoueenox CONSTRUCTION FROM PHASE
sumanx°suwcauaxru mTaxaws�oaorc°as es xaaceo. 1 CHANNEL LOW POINT TO
x°mrxaamswxMsxT is xscasswvv,comPwcroxwiuxxu. CURRENT ASA SUMP
axcaas.o TxasowNu wuTa°ror�souTx.saasxaa.e r°xoarnis. LAYDOWN AREA AT
a.c°xmncraxwunua.u�wwmave ess cw�.xausasxecrssnxv.a.xeuew�xmwrisxeouceoixxe�sxru�ocursarrs u•erxrruaEo. TRANS M ISSIONTOWERPAD
Nawaw,w�xTa°xaxxx,x°N�AxAr°x exaxeex�axxs<�,em.rex�,x°xn°x�.rexxeea.°e°xaw°a�e�a,�a�x°xA�,x° / a.� ,,, �. ._'
aExawsuxcEaarxisoxo�cT. orecTwx o.Txaexono xrvaa.aomsanwarv.oarosinwiscorvwoanao cxmu�.xo %TFOu Te I 1 COMPOST FILTERSOCKIN APLACED IN
CHANNEL DURING GRADING ACTIVITIES
PRIOR TO RIPRAP PLACEMENT
UT
FINAL GRADES TO BE SURVEYED,SEDIMENT
used. orexcesscurex°weeawuwwixwnxmec°xmAcr°x.°°esi°x.x Awx°exwro ur°ur°rcoxrx°w s. x.nawsux° EXISTING CHANNEL 2 AND FILTER SOCKS TO BE REMOVED PRIOR
TO PLACEMENT OF RIPRAP
NOI
a.usoxEvaxroaxwxwxaxo as°imamcorvM TmTaaw xaoaxawx°Tas�NAT Tax°werxc°xcuxxrnce. °waixaumme�ara P 12
P-13
END OF EXISTING CHANNEL 1.START OF
LAY OWN AREA AT PRO POSED STORMWATER CHANNEL. _ _ •1
TRANSMISSION TOWER PAD SEE SHEET 003 FOR PROFILE -
EXISTING CHANNEL 1 7_ • I .--
LEx
. N,mx°m°xRoarvawa� o-
. aanxx°a�x�a,m°arvx°aT.xx I� .
. aanxam.xxa�e _
(YPRDDRE
DUKEO aan °x°,ECARp(4,AAm ENERGY. D"NEE3�55.
—.— vavrxaenTx �=POFt9gI� y CHARLATTE.NORTH CAROLINAieiN
I6 GRAPHIC SCALE ho• EROSION AND SEDIMENT CONTROL PLAN
= nrxxwm wwc xx assn _iGL-N nmM •�• aussssT NscxlUnwL
oL o mna us,uaew lo6izoz3 cM lerc $TORMWATFA CHNJNEL SYSTEM FOR FORMERASH STORAGEPAEA
�ovmxMu p iaa1-131 REISSUED FOR PERMITTNG AND CONSTRUCTION C. GAR
MnnoN 1111=2 CM BAH CLIFFSIDE STEAM STATION
PRI((MAR CH i022) IF SHEET IS LESS THAN 26"x36" ° MOORESBORO,NORTH CAROUNA C-OS
ox NA
NORTH CAR LINA STATE PLANES US FOOT APPR'D IT IS A REDUCED PRINT- EIM we xxuHA
0 uvowvn"nvu xacn SCALE REDUCED ACCORDINGLY. - O5

.: .A•s 1 c' PNCHORTR
SEE DETAIL A A
-i D50.24-RIPRAP TO BE USED IN COMBINED CHANNEL
I AFTER SLOPE BREAK DOWN TO BROAD RIVER
LIMITS OF DISTURBANCE
(4.01 ACRES) OUTLET APRON T%3'
NCDOT CLASS A RIPRAP
�p PROPOSED HEADWALL DISCHARGE PIPE
x�c•o-nvrcTrPE 6.5"HDPE PIPE
SAMPLING POINT TO BE FIELD FIT BY
r CONTRACTOR WITH WITH HDPE PIPE
4• 1 D50 2I"RIPRAP TO BE USED IN COMBINED CHANNEL
n ,� ossz AFTER SLOPE BREAK DOWN TO BROAD RIVER
PARKING AREA TO BE
SHI FTED FOR PROPOSED = 1
�} DRAINAGE CHANNEL _ � mil- _ CONTRACTOR TO TAKE EXTREME
PRECAUTION IN WORKING AROUND
• 7 O �) r CONVEYANCE PIPING OF
_ GROUNDWATER EXTRACTION SYSTEM
/. RIPRAP.'-
EXTENTS -----------------
0
_ - PHASE 1 AND 2 \
CONSTRUCTION $ m '•j LLA5521CLASS B RIPRAP MIX-D50-24"
BOUNDARY a sO RIPRAP TRANSITION POINT
CONSTRUCTION RE�NTRA�NCE. w
e P '� •y. „8 I ALTERNATECONSTRUCTION
A Ll� ENTRANCE HERE
COMBINED CHANNEL ,_
BOTTOM WIDTH 14'
/ PROPOSED ROAD TO BE
�R� $ CONSTRUCTED ON-SITE
xEsysxwswnasms cwmucnw. wsnEsicTgoEnou sEcxrscwuxsxsww wn_ooananz urwnaEwn�wcssms CONTRACTOR SHALL -
vExx woxnnosem.eorcwmoisix.uvaseor enmxDisruvsnxce ixnccwm+cewimovvamreocoxsrrvumion srorvemnren ALTER OR LINDERCUTT
vwaerosEEDixc unuu.eww.wmossoPDEurewousson nareaiusAT w\mEE DssicxxreD svwLxaExon srtE. EASTERN AND SOUTHE /
ounixs vsaw.uw SLOPE IN THIS VICINITY
DOWN GRADIENT OF TH
Pn AscnPZ POE rvwownvssxucsscouvncreoixa xonmw'.—'Fr'=mx EnxALswnceorrsorownv TRANSMISSION TOWER
FFLED—Tn. BEYOND THE GRADING
m LIMITS SHOWN. $ - D0 CLASS 21CLASS B RIPRAP MIX TO BE USED
uuxTu\axcEorrw.sricnxosrnaixooroceunoxsas�DuixEo ron succEsswccnorEcrcounEnw sucnaowD.scxEaxE h INCHANNELI AND2ANDCOMBINED
FROM
R Psxioosoruxo Dismnsxxcs ixcuusxrnuv sEEDuouuLcxaa vauwwraEuovrxE PRosecraPE couPuo`I`voiD / , • � CHANNEL UNTIL IS%SLOPE BREAK
CHANNEL2
BOTTOM WIDTH]'
r.F.—OR slwc FIFE uuxo DisrvvmxcEwimwixDiureouurtsoswsrvPeexcE. CHANNELI
usPonxoro.�PTOE cwsAcrioxissET.vnocronresrs urocsuvAcriouresra sxnusPVRovioPoromPPxcmPtn. snmsriLUAmnuc I BOTTOM WIDTH
PixisxsPUE. Dins ios.siusxw eErcsvEn mmosrAazssxisixusnwxs.scwsssnwcoeEsuw�mv svwrnun Axowrmcesiuo � v � , A
•Y- s �
Axo xsswnxsunsrmexwsrvxxsn AFEASECFEPIENCIXSExaSlaN xNNTAN ANo suwss. nwcrlN
sx sxnueE xEsroxsiuLEsurPAcrcws E%ISTING CHANNEL2 I CLASS 2I1LASSBRIPRAP MIX TO BE USED
IN CHANNEL 1 AND 2 AND COMBINED
CHANNEL UNTIL I5%SLOPE BREAK
nccoaoruawim TxE nPicuoETULs vxucvwEO DUPucERocxuEEnnsmEVEwiuuExrsoP xcoorcussrauDcuss�aHDix END OF EXISTING CHANNEL I.START OF --�; •
PROPOSED STORMWATER CHANNEL. Tar
rz.cxnxxELs sxnusE cwwmucTEOPnory u—F—TO DwwsTrvEnm w ncconw.xcE vsmmE Pnorosso Pxnsirvo.wx. SEE SHEET 003 FOR PROFILE
P-12
r. wuDEs snowry FEPasssuTPi.isxsocoxrauaa.coxrPAneasxuc ovEPcvcnvnTe sons ro ADDouxr Fov aEowPFD aiPws umw 1.cNuE cAxrss.
F.R Al—
ssmnsvEouwEnouxLEss svEUPrucrcnusocour BvmevaooucT nwruEACOTunEa xwasoAwxPuwn srz Ess.xswsEwuwssx —` I, • s�Tls
HT
AvoiomEPusExc[cFunc[xivaavvoiws AxonxsscnaEesrwEwscEs A ERcuss APFAPA_2e Dwro mewramsrwero EXISTING CHANNELI
•
TAFE wvxnv.suwu_MExru
vuxcxAssorsocnswveP neownsosvmPPxcwPPnrouwevPmPosswmoisrwsvrioxo Psisss. s V
BEN E. xDxDDEEw,Dw° 5 'DUKE ENERGY
PRDGRE
LLC
ENERGY,
wn.n m nnwE„ oss.
• sximxs moxnwwcwsu :\Sy1CARp4AA 3CHAXLOTTTE NoxTx cARouN
• czsnrvc oiscxwsEimosussE.nxx :•_OppF�a�.�:�,/i y
• "��""�""""°`F �,d�. CHANNEL GRADING PLANA
0 vp isnm+xwoxoLwvPn 1 GRAPHIC µ SH-Npn FF a�
—— OFII ro6r
RIQyW'• ux PPPn -rr �N -- asssst -r �i
3 cM UES STORMWATER MNEL SYSTEM FOR FORMER ASH STORAGE AREA Nsc
MnnoN ttnoYmzz CM SAx—131 REISSUED FOR PERMOTNG AND CONSTRU­ C. GAR CLIFFSIDE STEAM STATION
oxE PRI(o ARCH2O22) IF SHEET IS REDUCED
THAN 24"x36" MOORESBORO,NORTH OIIROUNA C-D�
APPR'D IT IS A REDUCED PRINT ERM-
Oscrua�arnm NAD83 NORTH CAR LMA STATE PIANES.US FOOT SCALE REDUCED ACCORDINGLY. we xuuHA. U]

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