20190471 Ver 1_USACE Permit_20190509

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2019-00669 County: Guilford U.S.G.S. Quad: NC -Greensboro
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Duke Energy Carolinas
Attn: Randy Veltri
Address: 526 South Church Street
Charlotte, NC 28202
Size (acres) =1 Nearest Town Greensboro
Nearest Waterway North Buffalo Creek River Basin Cape Fear
USGS HUC 03030002 Coordinates 36.094394 N, -79.786215 W
Location description: The overall project corridor extends along an existing high voltage transmission line corridor, from lust
west of the intersection of Gravland Street and Hill Street to just north of the northern terminus of Electra Drive, in
Greensboro, Guilford County, North Carolina. The U.S. Army Corps of Engineers permit area is limited to the immediate
area around an existing transmission tower on the north bank of North Buffalo Creek, auuroximately 0.1 mile east of North
Elm Street.
Description of projects area and activity: This verification authorizes the temporary discharge of dredged or fill material into
approximately 30 linear feet (0.01 acre) of stream channel, necessary to remove an existing transmission tower and stabilize an
adjacent stream bank.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 13. Bank Stabilization
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 4/12/2019, and the enclosed plans "Greensboro 1 Abandonment Impact Mad'
and Plan Sheets 1, 2, and 4-6. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact David E. Bailey at [phone], Ext. 30 or David.E.Bailev2Ausace.armv.mil.
Digitally signed by
f� BAILEY.DAVID.E.1379283736
Corps Regulatory Official: Date: 2019.05.0915:14:26-04'00' Date: 05/09/2019
Expiration Date of Verification: 03/18/2022

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the Customer Satisfaction Survey located at http://corpsmapu.usace.artny.mil/cm apex/f9p=136:4:0
Copy furnished:
Katherine Shumaker, Dewberry, 551 Piney Forest Road, Danville, Virginia 24540
Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105

Y
I+l, '• '
f
ZONE 2 - 1000 SF
ZONE 1 - 1100 SF
•f: C
R
,
Legend
STREAM CENTERLINE
STREAMBANKS
ZONE 2 - 50' BUFFER
ZONE 1 - 30' BUFFER
® Wetlands
Transmission Towers to Remain
Transmission Tower to be Removed
�Temporary Access/Matted Road
"F 2 ZUNIS 1 %cwl' I IONL 2
< 20' Rmmerur 30' LhidWarbrd 3n' I11uliRlWhw1 20' kipvim
�. r Haifa 6uPly Iiu[6or nnnlr
6aoi uj> of vtnun bank
BUFFER
DISTURBANCE
I+l, '• '
f
ZONE 2 - 1000 SF
ZONE 1 - 1100 SF
R
,
Wetland WE f �� `
K TAN EI�R`SL•
IMPACT SITE t +
STREAM SB ''• f �. ,c �` - pq�
M1 TEMP. IMPACT AREAAMP
9'
dp
MOM
r�`, ..tet-.. ►�
Source: E Digit a�G ob�e..Gr�e�oEOyp Ea th,, Geog aphics,,unity
100 50 0 100 Feet Dewberry r� Greensboro 1
D
�sP i UE Abandonment
ENERGY. Impact Map
**not to be used for design, DRAFT** 1 inch = 100 feet

DUKE
�. ENERGY
GREENSBORO 44kV ABANDONMENT
EROSION AND SEDIMENT CONTROL PLAN
CONTACTS
OWNER:
ENGINEER:
ONSITE REPRESENTATIVE:
Duke Energy Carolinas
Dewberry Engineers Inc.
Eric Shook
Randy N. VeF6
Brian HFrais I, hi, P.E.
PH. [phone]
526 Soul' Church SL
Charlotte, NC 28202
9300 HarrComers Pkwy, Suite 220
Charlotte, NC 28269
enc.shook®duke—energy.com
PH, [phone]
PH. [phone]
FAX [phone]
FAX [phone]
randy—/tri®duke—energy.com
blatronchi®d-berry,—
cut• lall)oR ltamaaxden9) AT
4e HOURS PR10RT0 BEG1NPorNG CONS1RUCi10N OR EXCAVATIONTORAVE
EIROWNLOCATOR SERV ES WOEPENOENT OR"NOR HCAROt1NA0NE AT
PRELIMINARY -
DO NOT USE FOR
CONSTRUCTION
NORTH & SOUTH CAROLINA STATE MAP
SHEET LIST:
COVER SHEET
SHT 1 OF 6
GENERAL NOTES
SHT 2 OF 6
INC G11 NOTES 1
SHT 3 OF 6
NC GOI NOTES2
SHT4 OF
EROSION AND SEDIMENT CONTROL PLAN
SHT 5 OF 6
DETAILS
SHT 6 OF 6
PROJECT NARRATIVE
THE PROPOSED GREENSBORO ABANDONMENT PROJECT IS LOCATED IN GUILFORD COUNTY, NORTH
CAROLINA. THE PROJECT INCLUDES REMOVING AN ABANDONED TOWER AND INSTALLING GUY WIRES TO
REPLACE THE STATIC WIRE FROM THE ADJACENT EXISTING TOWERS. THE PROJECT IS LOCATED WITHIN
DUKE ENERGY'S MOWED AND MAINTAINED RIGHT OF WAY. THE DISTURBED AREA IS '1.12 ACRES. THE
PROJECT WILL NOT CHANGE THE EXISTING LAND USE AND WILL REMOVE THE EXISTING TRANSMISSION
TOWER ALREADY IN PLACE, PRIOR TO CONSTRUCTION, A DUKE ENERGY CONSTRUCTION CONTRACTOR
INSTALL EROSION CONTROL MEASURES TO ENCOMPASS THE ANTICIPATED CONSTRUCTION LIMITS.
INCORPORATED INTO THE DESIGN OF THE EROSION CONTROL MEASURES BY UTILIZING EXISTING ACCESS
POINTS AND STABILIZED RIGHT-OF-WAY ACCESS ROUTES, WHENEVER POSSIBLE. EROSION CONTROL
MEASURES ARE INDICATED HEREIN FOR PERMITTING USE ONLY BY NCDEO. THE INITIAL PROJECT DURATION
IS ANTICIPATED TO START IN 08/01/2019 AND BE COMPLETED IN 09/01/2019.
GREENSBORO 44kV
It Dewberry® DUKE ABANDONMENT
ew
Dberry Engines mBHca
FAXII
,°,509993, ENERGY®
1 OF 6

SEEDNG
1, LIME, SEED AND FERTILIZER SIALL BE APPLIED WITH 'El"BA" 'Q'I'MENT TO GIVE UNIFORM DISTRIBUTION OF THESE MATERIALS, THE KINDS OF MATERIALS TO BE APPLIED PER ACRE
SEEDBED PREPARATIONS
) CHISEL
C MPAD
CTEmous AN SPREAD TIP S OIL MINIMUM a INCHES DEEP OVER
AC_A iUL( EBEMEIERTIuzER,ANDsuPERPHosPRATE DHIFORMLYAND
s NPRAPPIToIII'cNEsoeePD. IRM, REASONABLY UNIFORM
B c EQUIPMENT OR CILDPACKAFTER BEECo GRS Eo uGHnr WITHMULCH IMMEDIATELY EED"' ANCHMMULCH 'TINSPECT ALL GEE.E.=AND MAKE NECESSARY RE=­'�'EN.LDINIDAMAGED RE ESTABLISH FoL7WING o�IGINAU
CLEARING AND CONSTRUCTION NOTES
THE FOU­ING ACTIVITIES SHALL BE FOLLCAMED BY DUKE ENERGY AND ITS CONTRACTORS FOR THE PROIECT.
1 . ALL CONSTRUCT ON PLAN AS SUBM TIED
I TO so2. ALL ROAD BEDS, SLOPES ANDeo)sRau(DI=EHouow�HR ivPlcu oEiSTABILAlis xoiETD ory ixese oErn� sxEers EAPPROVED
ELY AND SEEDED WITHIN 14 WORKING
3 ALL ROAD BEDS, SLOPES AND DISTUREW AREAS SHALL BE STABILIZED DA
aPOSITION EuBENECInasrccourvoRES"LTE
LT H As)w,EeoANEA_ RANc THE
GRADINGCONDITONS 0, ADDI IONAL SEDIMENT AND EFOSION CONTROL MEASURES COULD BE NECESSARY TO HELP
"ITY
III CINT-111 AT ALL TIMES TO HELP PREVENT
CUES;IoCONDITIONS NsoaRRoN Em1AIRISECONCERNINGTHEINS ALLATIONOCONSTRUCTIONTS ,IPEEARECONED r
THE ENGINEER APPRIVED BY coEA, ASSISTANCE. MAaoR DEVIATIoNG TO HE APPROVED EasC PUN MUST BE REPDRIED AND
5 SED MENT AND EROSION CONTROL MEASURES MUST BE MAINTAINED ON A DAILY SAGIS DURING All LINE CONSTRUCTION
OPERATIONS
READ'
IN PRIDE' "
T IHSTAFa ANOEREPAIR 01AAYCCESSSRoaos SNnu use$IIII 11 ceEON THEoE=R-SE. ENRisIOAEoFIZIF RDID AND
I ME. OWING THE C­UETON OF ANY PHASE OF
CTEMPOORARY OR PERMANENT sHau HoTEuc cOEArsRwc oaFanilorvsuRv MDR[ iHnry i o00 o Esrnewrgnory
My ..... BORROW AND WASTE REIU'RED FOR "' PR"ECT MUST ED E 'R_ A ' TE AN APPROVE'
EROSION CONTROL PLAN A SITE REGULATED UNDER THE MINING ACT OF I , ORA UA
ACTV TIE SONS TE MUST BE
OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISIONG OF WATER RESOURCES RULESLANo aEcuIA ONS.MENr
CONSTRUCTION NOTES:
N'DE' SPEC' PER DESIGNMANUAL FORE SEEDED WITH STRAW WPERMANENTITHIN AB HOURS wIH A N'TIOCDEO PERMANENT
SEED SPEC
ANY AREAS WHERE RUTS WERE CREATED SHALL BE SMOOTHED AND G�2LDEEI
PROVIDE APPROPRIATE PERMANENT STAZUL ZATIIN PER NCDEQ SPEI M 'TSE
COMPLETED WITHIN 48 HOURS OF D STUREANCE
MAID GAIN OR CoNUT PRoDUC
=�W'HERE S�LOI TOO STEEP A"ES
coEQ OROTHE PROPERTY OWNEpnory of sucR AREAS
WILL BEAT THE DISCRETION OF E D ED 0. WET ILL HAVE o So E wsrAi oiass
AT
PERMIT
_SHALULMB`P SE'EUEND'ANOSTABILIZED AS OFTEN AS NEEDED TO PROVIDE
vERSIGHTLOR NCUIQs EEM 1111 APPROPTRIATE TOTMaaTANi COMPLIANCEAND coon
S"'A"S"I'DO WET FOR LIMITED DISTDRSANCE ACCESS WILL BE SHUT DOM AND NO
ANYAREAST
ACCESS WILL BE AU,CWED UNTIL CONDITIONS ARE SUITABLE FOR MINIMAL
DISTURBANCE
CONSTRUCTION SEQUENCE
ALL POTENTIALLY AFFECTED PROPERTY OWNERS WILL BE ­ PRIOR TO
CONSTRUCT CHAT LEAST 48 HOURS PRIOR TO BEGINNING WORK,
2. NOTIFY NCDEQ
oM)DISTURBANCE ACTrvmES(CLenawc caoewNO co_11 IncPoarvs, PRIOR
MN oN PUNS.
1. INSPECT ALL ER"I "C IR'L DE IE' AT 'BE 'Ly 'ERIALT AND AFTER EVERY
ACCUMULATED SEDIMENIT SHALL BE REMO­D AND PLACED IN A DESIGNATED SPOIL
DISPOSAL AREA APPRIVED 11 THE NIIECTIR IIIDIIT PER 'DI"NIIE'T'INI IF
ALL EROSION AND SE.,.E.TAT.. CO._ AND MIKE ANY REPAIRS OR
MODIFICATIONS NECESSARY TO AS UBE CONTINUED EFFECTIVE OPERATION IF EACH
DEVICE
9. CCNOLCTORSHAILRRMOVE ALL EFOSION CONTaoLEMEASUF AFTER SITES ARE
11. SUBMIT N.O.A. TO NcoioAL IS GIVEN BY THE INSPECTOR.
ISANOAC INSPECTIONS ARE sB EOUIREcnoNe
-
III
D) PALNO IE'
AS CALLED FOR IN A CONSTRUC IONAND SEDIMENTATION CONTROL "sEQU Nce°aoi
CONTROL BASINS, SEDIMENTATION T
DIVERSIONS TEMPORARY SLOPE =,SEDI ENF
SIGNIFICANTLY DEVINCL DIN. BU
ALL FORMS OF INLET PROTECTION, STONA DRAINAR,
STABILIZATION IATE ((AS DES OF FINED IIH"suasTEM (1))
67
INS THE
E DOES NOT SIGNIFICANTLY DEVIATE IAS
LEM (i))E) OF THIS RULE) FROMHE APPROVED EROSION AND SEDIMENT,
PLAIN SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY N'M_ All 11
AN SP TON EPORT:
(E)NH REQUIREMENTS FOR ALL TEMPORARY AI
EROSION
AND
SEDIMENTATION
CON
CT.E
AN
RT (THE GENERAL STORM WATER PEPERFORMED. SUCH DOCUMINTATI L BE ACCOMPLISHED BYRMOIT MOW
BE USED TO VERIFY HE MAINTENANCE ANO REPAIR REOUIREMENrs): AND
(2) THE DOCUMENTATION, WHETHER ON A COPY OF THE APPROVED EROSION
F.
INSTALLATION
CONTROL MEASURES.
(c) c PROVISION
auaSunNRi FILLS
an-�IzjREs
(a) c
(e) c
m QuaRTia°NM°NFI°ONErE;�°s MEN oFPEaMRESTRAIN EROSION OR UNTIL THE FINANCIALLY ,ANEN°GROurv000vERsuFFIGIENTTo
PIN HIS BEEN 11TIHE1. 1111 F RAN' ILI 111"N' ILI `A— 11 IONVEYE,
OWNERS OR CoNTROU OF T.. TRACT OF LAND FOR WHIC."
SEDIMENTAT ON CONTROL P- HAS GLEN APPROVED CoNTRoLSHALL CONDUCT .D. -.EN'
THE
s pRnRiERLYEUNTR INESON INENT TO RESTRAIN EROSION,
ESTABLISHMENT OF PERMANENT BOUND 1=`RES=
PRELIMINARY- Dewber9ry®
DO NOT USE FOR oBWbBTTy J.ED0"naNEq} ^RKM^
ZLTE
CONSTRUCTION
I IF NECESSARY.
NOTES
Hr (TATIVEMATS, FEETSHOULD TU
BE STABILIZED
11THRYNTHETUDE IF FDRMATTING OR = DING IT �y BE NECESSARY ToNSTALL
TE
2, ALL DISTURBED AREAS SHALL BE SIA1111111 AT THE END OF EACH WORKDAY
1, ALL SEDIMENT AND ERCSION CONTROL DEVICES SHALL BE NEREINED ONCE EVEN,
THE NECES:F­ IRTEM-ACEoMENT OR MODIFICATION REQUIRED TO CORREGI` THE BMP WITHIN
REQulaso, To CONTROL
GRADED, AND STABIILLIiED WITH GRASSING IMMEDIIAATEILY AFRTER HE UTILITY INSTAiunoO
FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF
WATER IS ENCOUNTERED WHILE TIENIHINI THE WATER SHOULD BE INITIATED ON THAT
PORTION OF THE S TE
1, ALL EROSION CONTROL DEVICES IHILL HE 'R*IEILY MAINTAIN" DURING ALL P BE F
CONSTRUCTION UNTIL THE C..,LET,.N CF ILL CONSTRUCTION ACTV TIES AND ;f
REOBE. UP 11 G CONSmBE UCi ONBN oaDERDTO COr✓1ROL EraoSIONVArvo/OGFBSDE
CONSTRUCTION �G COMPLETE AND THE E TE'SSTANL�EE
THE CONTRACTOR MUST TIE NEIEI A"
PAVED WAV(S) FROM CONSTRUCT ON AREAS AND(T aE GENERATIONTHET" OFI DUST. HE IF 'UD INTO
IONTRACTI DAILY
MMDIGOIL FROM PAVEMENT, AS MAY BE REQUIRED.
TE.__Y=ON SERVE
STAFFER. WET -
R DITCHES WILL BE PROVIDED AS NEEDED DURING
CONSTRUCTION TO PROTEG FIN AREAS FROM UPELOPE RUNOFF ANERIN TO DNENT
ANDS WETNDSAA
SEDIMEW _EN WATER T07
PROPRIATE TRIPS OF BLE OUTLETS
8, ALL WATERS OF THE RET BE FLAGGED OR
OTHERWISE
9. UTIER. C�CONSTRUCTION HEM,(SUDEBRIS,
CHAS THAT ST"'
'LLE OFDSED TO STORM WATER MUST SIGNIFICANT
FRESHLY
TREATED LUMBER)
NNID
BE
SLOPEPREVENTED FRO" BE"M NO A POLLUTANT SOURCE IN 'T*RM WATER' (_1V G"FARREATER)
=NH WATER AND OTHER WASHWATERE ATE MUS BE D'NAS
SED MENT
OR AFTI CONTROL THAT PROVIDES EQUIVALENT OR BETTER TREATMENT
FRIOR TO N"
13, MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND
EXCAVATEDREAS-THESEDIeHAIGE ARE TO BE oEO THRQUQH APPROPRIATE 9MRS
AIAWASTEWATER FROM WASHOUT AND CLEA16OUT OF STUCCO, FA NI FORM RELEASE 0 ­
FUELS OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION ANDMATINTENANIF ANDSOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING,15, AFTER CONSTRUCT " ACT VTIFS BEGIN, IN PECTIONG MUST BE CONDUCTED ATA MINIMUMOFAT LEAST ONCE EVERY CALENDARWE EN AND MUST BE CONDUCTED UNFIL FINALCOMPLY WITH THE REUREENTS OF THIS PERMIT INDVIR NC ' WATER 'U..STANDARDS, IMPLEMENTATION KID I HE COMPLETED HEICRE THE NEXT T.H. EVENTWHENEVER PRACTICABLE. IF IMPLEMENTATION BEFORE THE NEXT STORM EVENT ISM�PLREAMEI�%B�LE,TFESIFTUAD N MUST BE DOCUMENTED AND ALTERNATIVE S.PB MUST BE17 ADDITIONAL B- WILL BE INS EEME GARY,
GREENSBORO 44kV
DUKE ABANDONMENT
ENERGY® GENERALNOTES
2 OF 6

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementingthe details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
Temporary and Permanent Groundcover*
STABIIIZATION TMEFRAMES
lemxr Aur.I.mnl
Sne Axesoast
STAa,lett
Tuleraaae UO .... oxa
x•amaler Olan, sw,N., tlIICM.. •laps
I d-
Non•
-dP" High OwlOy W, HOwl sem
Ian
Nan.
slum •m•wr,h.n a:,
lam
am, a, m.e z.,,, I.exu mw,r•
le.m,r„new.a.
elect,. s:, ern,wr
,<a,m
I mmr,xa„er,.mrm,amm.adU.
Allmhmarea.whh.lepe.Nn,r,h,n1:1
*Mm
Nene,e gbrpeHm.mn,ntlHOWzem
*-For Falls Lake watershed, in disturbed areas where grading activities are incomplete, provide
temporary groundeover no later than seven (7) days for slopes steeper than 3:1; ten (10) days for
slopes equal to or flatter than 3:1; fourteen (14) days for areas with no slope.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stablliration
Permanent Stabilization
• Temporary grass seed Covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiem
other mulches and tacklers
• Hydroseeding
• Geotertile fabrics such as permanent soil
e Rolled erosion control products withorwithout
reinforcement Tuning
temporary grass seed
•Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plasticsheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt
or retaining walls
POLYACRYLAMIDES(PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NCDWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
NORTH CAROLINA
r.� Environmental Ouality
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible(.
S. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number of waste containers on site to manage the quantity of
waste produced.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events. Repair
or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow.
8. Dispose waste off-site at an approved disposal facility.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils fortemporary or permanent control needs.
ONSITE CONCRETE
STRUCTURE
WASHOUT
WITH LINER
BELOW -E -HoursTRUCTURE
0
ABOVE GRADE WASHOUT STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
30. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or. surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on-site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING I EFFECTIVE: 03/01/191
® - GREENSBORO 4111
ft PRELIMINARY- Dewberry 'DUKE ABANDONMENT
Dewberry ; n9i°R= c1 ER= ENERGY®
DO NOT USE FOR xxw NC G01 NOTES 1
CONSTRUCTION r". n"s.e9
4 OF 6

PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety ofthe inspection
personnel to be in jeopardy, the inspection maybe delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of greater than
1.0 inch occurs outside of normal business hours, the self -inspection shall be performed
upon the commencement of the next business day. Any time when inspections were
delayed shall be noted in the Inspection Record.
Inspect
Frequency
Inspection records must include [40 CFR 122.41]:
Initial and date each E&SC Measure on a copy
(during
ofthe approved E&SC Plan or complete, date
locations, dimensions and relative
normal
elevations shown on the approved E&SC
E&SC Measure shown on the approved E&SC
busiue
Plan. This documentation is required upon
hours
(1)Rain
Daily
Daily rainfall amounts.
gauge
Initial and date a copy ofthe approved E&SC
If no daily min gauge observations are made during
maintained in
(b) Oil spills and
weekend orholiday periods, and no individual -day minfall
good working
construction phase.
information is available, record the cumulative min
order
installed in accordance with the
measurement for those un -amended days (and this will
approved E&SC Plan.
report to indicate compliance with approved
determine ifa site inspection is needed). Days on which no
ground cover specifications.
(d) The maintenance and repair
rainfall occurred shall be recorded as zero.' The
requirements for all E&SC Measures
possible. The report shall include an evaluation of the anticipated
permittee may use another min -monitoring device
quality and effect of the bypass.
(e) Corrective actions have been
approved bthe Division
(2) E&SC
At least once
1. Identification of the measures inspected,
Measures
per 7 calendar
2. Date and time of the inspection,
with the
daysandwithin
3. Name of the perscn performing the Inspection,
noncompliance, and its causes; the period ofnoncompliance,
24 hours ofa
4. Indication of whether the measures were operating
endanger health or
ra in vent, 1.0
properly,
continue; and steps taken or planned to reduce, eliminate, and
inch in 24
S. Description ofmainteiance needs for the measure,
CFR 122.410)(7)]
hours
6. Corrective actions taken, and
case-by-case basis.
7. Date of actions taken.
(3)
Atleastonce
1. Identification of the discharge outfalls inspected,
smrmwater
per 7 calendar
2. Date and time of the inspection,
discharge
days and within
3. Name of the perscn performing the inspection,
outfalls
24 boom ofa
4. Evidence of indicators ofstormwater pollution such as
(SDW)
ram -rut, 1.0
oil sheen, fioatingor suspended solids or discoloration,
inch in 24
S. Indication of visible sediment leaving the site,
hours
6. Actions taken to carrect/prevent sedimentation, and
7. Date of actions taken.
(4)Perimeter
AtImut once
Ifvislble sedimentation is to and outside site limits, then,
of site
per 7 calendar
record of the following shall be made:
days and within
1. Actions taken to clean up or stabilize the sediment that
24 hours ofa
has left the Ate limits,
event >1.0
2. Date of actions taken, and
inch in 24
3- An explanation as to the actions taken to control future
hours
releases.
(5) Streams
At least once
If the stream or wetland has increased visible
orwetlands
per 7 calendar
sedimentation or a stream bas visible increased turbidity
ansite or
daysandwithin
from the construction activity, then a record of the
offsite (where
24 hours ofa
following shall be made:
accessible)
min event, 1.0
1. Evidence and actions taken to reduce sediment
inch in 24
contributions, and
hours
2. Records of the required reports to the appropriate
Division Regional Office per Part 111, Section C Item
2 a of this verout ofthis permit.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
NORTH CAROLINA
Environmental Quality
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document
Documentatlon Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
ofthe approved E&SC Plan or complete, date
locations, dimensions and relative
and sign an inspection report that lists each
elevations shown on the approved E&SC
E&SC Measure shown on the approved E&SC
Plan.
Plan. This documentation is required upon
the initial installation of the E&SC Measures or
if the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been
Initial and date a copy ofthe approved E&SC
completed.
Plan or complete, date and sign an inspection
(b) Oil spills and
report to indicate completion ofthe
release of
construction phase.
(c) Ground cover is located and
Initial and date a copy ofthe approved E&SC
installed in accordance with the
Plan or complete, date and sign an inspection
approved E&SC Plan.
report to indicate compliance with approved
above
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report
requirements for all E&SC Measures
possible. The report shall include an evaluation of the anticipated
have been performed.
quality and effect of the bypass.
(e) Corrective actions have been
Initial and date a copy ofthe approved E&SC
taken to E&SC Measures.
Plan or complete, date and sign an inspection
122.41(m)(3)]
report to indicate the completion ofthe
(e) Noncompliance
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site-specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or a
similar inspection form that includes all the required elements. Use of
electronically -available records in lieu ofthe required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request [40 CFR 122.41]
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1.Occurrences that must be repotted
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if.
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless ofvolume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311 of
the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact the
appropriate Division regional office within the timeframes and in accordance with the other
requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone],(800)
858-0368 or [phone].
Occurrence
Repo tinTimeframes After Discovery) and Other Requirements
(a) Visible
• Within 24 bouts, an oral or electronic notification.
sediment
• Within 7 calendar days, a report that contains a description of the
deposition in
sediment and actions taken to address the rause ofthe deposition.
stream or wetland
Division staffmay waive the requirement for a written report on
se -by -case basis.
• Ifthestreamisnamedonthe NC303fd11"stasimpairedforsediment-
related causes, the permittee maybe required to perform additional
monitoring inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure
compliance with the federal or state ins -red-waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The
release of
notification shall include information about the date, time, nature,
hazardous
volume and location of the spill or release.
substances per
Item 1(b) -(c)
above
(c) Anticipated
• A report at least ten days before the date of the bypass, if
bypasses [40 CFR
possible. The report shall include an evaluation of the anticipated
122.41(m)(3)]
quality and effect of the bypass.
(d)Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 calendardays, a report that includes an evaluation of
122.41(m)(3)]
the quality and effect ofthe bypass .
(e) Noncompliance
Within 24 howl, an oral or electronic notification.
with the
• Within 7 calendardays, a report that contains a description ofthe
conditions ofthis
noncompliance, and its causes; the period ofnoncompliance,
permitthat may
including exact dates and times, and ifthe noncompliance has not
endanger health or
been corrected, the anticipated time noncompliance is expected to
the
continue; and steps taken or planned to reduce, eliminate, and
environment[40
prevent reoccurrence ofthe noncompliance. 140 CFR 122.410)(6).
CFR 122.410)(7)]
• Division staffmaywiive the requirement forawritten report on
case-by-case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
PRELIMINARY- Dewbece rry®
DO NOT USE FOR Dewberry 3 n9inR aNa•, ^aKn.
CONSTRUCTION
EFFECTIVE: 03/01/19
GREENSBORO 44kV
DUKE ABANDONMENT
ENERGY. NC G01 NOTES 2
4 OF 6

® GREENSBORO 44kV
Dewberry ABANDONMENT
HOR12ONTALGR H1O$^" PRELIMINARY- DUKE
°° oewbe Y E "ee s ENERGY
DO NOT USE FOR 930° AAAA'" CORNERS'"""""`
wire zzo E&SC PLAN
I(I"FEET) CONSTRUCTION PH,,,1918
F TE ' az°s
5 OF 6
®
AREA
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FENCE OR IALL
® GREENSBORO 44kV
Dewberry ABANDONMENT
HOR12ONTALGR H1O$^" PRELIMINARY- DUKE
°° oewbe Y E "ee s ENERGY
DO NOT USE FOR 930° AAAA'" CORNERS'"""""`
wire zzo E&SC PLAN
I(I"FEET) CONSTRUCTION PH,,,1918
F TE ' az°s
5 OF 6

of BTONE ........
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I PAID LONST - "
EROSION CONTROL MATTING DETAIL FOR STEEP SLOPES
I PAID IIAI%N50 ­'AnE IOlETTAFTON ElFBAlGIS AND FATI I UNIT
NE MENT FA04 LEAVNIIII " AND TO "Po"NE UTU" BY All E ITE
'ON TRUJUN VENNOLE, AVS, STEEP INADIDS AND I.TRANDES AT DUFAI IN
"I"IC
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I 1AON­!.OA-­1­ AT ­ SITE ARE SUGH — ISIT 11 " "I All
"T""T A" N07 "'O"D ay "'S TPA NP OVER TxE INAll THE
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_7
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MATDRIALS NOPTIT A011IDAN AREEN
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1. AT m
DOUBLE ROW WATTLE SPACING
7 WATTLES NTS
CONSTRUCTION ENTRANCE NTS
6
MATTING STEEP SLOPES NTS
PRELIMINARY-
DO NOT USE FOR
CONSTRUCTION
6
Dewberry®
DBWbE,,y,EOgiEeers Inc.
,. A.RIG S= FA..Y
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'EUNNE-04 "9 9938
FAX 7o� GO 7
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DUKE
'Vv ENERGY®
GREENSBORO 44kV
ABANDONMENT
D
REV
FILE NO
DATE
REVISION
I DRAWN
I C NECKED
APPROVED

EROSION CONTROL MATTING DETAIL FOR STEEP SLOPES
INSTALLATION:
BLANKET IS DESIGNED TO PROTECT SEED ON SLOPES AND REDUCE OR PREVENT EROSION.
PROPERLY PREPARE, FERTILIZE AND SEED AREA TO BE COVERED BEFORE BLANKET IS APPLIED.
OVERCUT CHANNELS 2" TO ALLOW BULKING DURING SEEDBED PREPARATION. WHEN THE BLANKET
IS UNROLLED, NETTING SHOULD BE ON TOP AND FIBERS IN CONTACT WITH TEH SOIL OVER THE
ENTIRE AREA. IN DITCHES, APPLY BLANKETS IN THE DIRECTION THE WATER FLOWS, BUTTING THEM
AT THE ENDS AND SIDES AND THEN STAPLING. ON SLOPES, APPLY BLANKETS HORIZONTAL TO SLOPE,
OVERLAP ENDS AND SIDES 6" AND THEN STAPLE. VERTICAL INSTALLATION MAY USED UPON ENGINEERS
APPROVAL. INSTALL 6" LONGITUDINAL ANCHOR TRENCHES AT TOP OF SLOPE, AND ANCHOR. LONGITUDINAL
ANCHOR TRENCHES SHOULD BE LOCATED ABOVE THE DESIGN DEPTH OF DITCHES.
STAPLING INSTRUCTIONS:
USE WIRE STAPLES, .091" DIAMETER OR GREATER, "U" SHAPED WITH LEGS 6" LONG OR LONGER
AND 1" CROWN. SIZE AND GAUGE OF STAPLES USED WILL VARY WITH SOIL CONDITIONS. DRIVE STAPLES
VERTICALLY INTO THE GROUND. USE FOUR STAPLES ACROSS AT THE START OF EACH ROLL. FOR SLOPE
INSTALLATION, CONTINUE TO STAPLE ALONG THE LENGTH OF THE ROLL AT 3' TO 5' INTERVALS. FOR
DITCH LINER, STAPLE ALONG THE LENGTH OF THE ROLL AT 3' FT. INTERVALS. ANOTHER ROW OF STAPLES
IN THE CENTER OF EACH BLANKET SHOULD BE ALTERNATELY SPACED BETWEEN EACH SIDE FOR EITHER
SLOPE FOR DITCH. USE A COMMON ROW OF STAPLES ON ADJOINING BLANKETS.
TYPICAL STAPLING PATTERN FOR
HIGH -VELOCITY DITCHES AND
SLOPES.
USE 4 STAPLES ACROSS AT THE
START OF EACH ROLL AND
CONTINUE TO STAPLE THROUGHOUT
THE LENGTH OF THE ROLL AT
1.5 FT. INTERVALS.
MATTING MATERIALS: NORTH AMERICAN GREEN
SLOPES 2:1 OR GREATER, OR ON SENSITIVE AREAS- TYPE S75 OR APPROVED EQUAL
SWALES OR HIGH VELOCITY AREAS- TYPE S150 OR APPROVED EQUAL
10 MATTING STEEP SLOPES NTS

SAW -2019-00669
Determination of Jurisdiction:
A. ® There are waters including wetlands, on the above described project area that may be subject to Section 404 of the
Clean Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This
preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting
the Corps district for further instruction. Please note, if work is authorized by either a general or nationwide permit, and
you wish to request an appeal of an approved JD, the appeal must be received by the Corps and the appeal process
concluded prior to the commencement of any work in waters of the United States and prior to any work that could alter
the hydrology of waters of the United States.
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.
C. ❑ There are waters including wetlands, within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued DATE. Action ID: FILE NUMBER.
Basis For Determination: See the Preliminary Jurisdictional Determination form dated 05/09/2019.
Remarks: None.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdiction determinations as indicated in B and C
above).
This correspondence constitutes an approved jurisdiction determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M 15
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to the Division Off ct to the determination in this correspondence.**
Corps Regulatory Official:
David E. Bailey
Date of JD: 05/09/2019 Expiration Date of JD: Not applicable

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Duke EneEgy Carolinas, Attn: Randy Veltri I File Number: SAW -2019-00669 Date: 05/09/2019
Attached is: See Section below
LAPPROVED
PROFFERED PERMIT Standard Permit or Letter of ermission A
RED PERMIT Standard Permit or Letter of ermission B
DENIAL C
JURISDICTIONAL DETERMINATION D
INARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or hLtp://www.usace.qM.mil/Missions/CivilWorks/RegulatoEyProgramandPerinits.aspx
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the fixture. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section I1 of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.

SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: David E. Bailey
CESAD-PDO
Raleigh Regulatory Office
U.S. Army Corps of Engineers, South Atlantic Division
U.S Army Corps of Engineers
60 Forsyth Street, Room 1OM15
3331 Heritage Trade Drive, Suite 105
Atlanta, Georgia 30303-8801
Wake Forest, North Carolina 27587
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunit to participate in all site investigations.
Date:
Telephone number:
Signature of appellant oragent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: David E. Bailey, 69 Darlington Avenue, Wilmington, North Carolina
28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal
Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

Action ID Number: SAW -2019-00669 County: Guilford
Permittee: Duke Energy Carolinas, Attn: Randy Veltri
Project Name: Duke Energy Carolinas / Greensboro 44k Abandonment / Greensboro / Guilford County /
utility
Date Verification Issued: 05/09/2019
Project Manager: David E. Bailey
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: David E. Bailey
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date