88914C - Duke Energy

acda"*ti�I�CAMA ❑DREDGE & FILL N9 88914 A a 6) D
GENERAL PERMIT Prey`°"Spermp /
-q Date previous permit Issued � >—
(�fNew ❑Modification ❑CofnpleteReissue ❑Partial Reissue
As authorized b the State of North Carolina, Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern Pursuant to:
ISA NCAC Fri 1 D Rules attached. General Permit Rules available at the following hnI--wy_vtdeq.ncgov/CAMAmIes
Email Subdivision
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city C ZIP
Affected CIN EW ETA �FS �PTS Adj. Body �Q0N-,>�,1 ��(� n�man/unk)
AEC(s): OEA IRA �UW �SPIMA �PWS Ckxest Maj.Wm Body %rv/si
ORW: yes/no PNA: yes/no
Type of Project/ Activity —1 %: ( OF FiWK RINAV U,SM-0 U 10LA) PMLW — (J A J G9-
/LONG to-r QA k) (Scafe:Nlk )
Shoreline Length .p
Access Length -K p ff—r nti%T 1
Pier (dock) length ��11 r /1.7G �1/ t ti"�
Fixed Platformis) 5�. 3 QF G ✓�—!J4'� Z�f'
Floating Platform(s)
Fingerpier(s)
Total Platformarea
Groin length/H
Bulkhead/ Rlprap length 6F alj S (I tJ6 U 0 6S� ,
Avg distance offshore
Breakwater/Sill
Max distance/ length
Basin,channel
Cubicyards
Mat ramn
Beach Bulldozing
Other
11 nf) I pUKiLk�K{) p r
SAV observed; yes
Moratorium: n/a yes
Site Photos: yes
Rlnarian WaiverAtterhnd: ves irfa
TAR/PAMINEUSMUFFER(circle one)
See note on back regarding River Basin rules
see additional notes/conditions on back
IAM AWARE OFSTATUIES, CRC RULES AND CONOIilONS THAT APPLYTOTHIS PROJECT AND REVIEWED COMPLIANCE STATEMENT (Please Initial) rf -•d
l71
Hgenwrnppu- Hour vanrc'.,. ___ _. r� .,,, yfcumm�e
Signat re••Pleaseread compliance statement on back of permit••+ Siggnatur /'//�
l//YJ. o6 Aa�gt ._ to Tar l as la(�� �N
Appliwtlon Feels) Check H/Money Order Issuing Date Expiration Date

Weychert, Curtis R
From: Bryan, Stuart C <[e-mail]>
Sent: Friday, October 7, 2022 12:27 PM
To: Weychert, Curtis R
Cc: Harbour, Jeff W
Subject: [External] Duke Energy Atlantic 34.5kV Oyster Creek Relocation Project
Attachments: Atlantic 34.5kV Oyster Creek cam info_Optimized.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Good day Mr. Weychert,
We are working with Duke Energy on the Atlantic 34.5kV Oyster Creek Relocation distribution project between Davis and
Stacy, in Carteret County. The relocation project includes the installation of —1,950-feet of new overhead distribution
power line in an accessible location parallel to Hwy 70 and the removal of-1,900-feet of inaccessible overhead distribution
power line. The purpose of this project is to improve reliability of electrical service for Duke Energy customers in Downeast
communities by reducing the number and duration of power outages. The new location will place the line closer to the
existing road which will allow for faster and more efficient access by Duke when necessary to work on the line due to
storm damage or routine maintenance. Proposed site plans and project study area delineation exhibits are attached for
reference and review. Mats or low -ground pressure equipment will be used where necessary and in wetland areas to
allow equipment to install/remove poles without detrimental impacts to wetlands/waters. As proposed, there will be no
changes to existing contours, no discharge of fill material, no addition of impervious surfaces and no permanent impacts
within wetlands (other than the installation of the structures themselves) as a result of this project.
In 2017 Duke relocated sections of the Atlantic Feeder line after consulting with NCDCM and the USACE. That project also
included relocating sections of inaccessible existing distribution ROW closer to Hwy 70 near Stacy, in Carteret
County. NCDCM review of that project concluded "as described would be repair and no CAMA permit would be
required".
Once you have had a chance to review, please let me know if this project would be considered repair with no CAMA permit
necessary?
Thank you for your time. Let me know if you need additional information to complete your review.
Stuart Bryan
Senior Scientist I Natural Resources
rerracon
[phone]
stuart.brvan(@terracon.com 1 Terracon.com
Terracon provides environmental, facilities, geotechnical, and materials consulting engineering services delivered with
responsiveness, resourcefulness, and reliability.

Atlantic 34.5kV Oyster Creek Project
Carteret County
Duke Energy
70227232
Table of Contents
Exhibits and Photo sheets............................3-10
Site Plan Drawings.......................................12-17

4
C-0tnt
Davis
Quadrangle
0
rM1+
bV <.
v t
't
r
D
p tsy,€
N
G
N �•t'S. White Oak River Basin
,
Project Study Area Feet
0 1,000 2,000 4,000
DATASOURCES:
USGS-Topogmphic Survey. Davis Quadrangle,
ESRI - USGS Topographic Essentials; Project Study
Area approximated from overhead elecMcal spatial data
provided by the client
Project No.: Topographic Project Location Exhibit
70227232
Date:
Jun zozzAtlantic 34.5 kV
Wreirracon
Drawn By:
Oyster Creek Relocation
cRs
2401 Brentwood Rd. Suite 107 Raleigh, NC 27604 Carteret County, North Carolina
Reviewed By:
,J1y H PH. [phone] tenacon.com

® Project Study Area
Soils
G HB - Hobucken mucky fine sandy loam, frequently Flooded
G Tm - Tomotley fine sandy loam
Project No.:
70227232
Date:
Jun 2022
Drawn By:
GRS
Reviewed By:
JWH
Wrerracon
2401 Brentwood Road, Suite 107 Raleigh, NO 27604
PH. [phone] tehacon.com
-i white oalc laver basin
Feet
150 300 600
DATA SOURCES:
USDA- NRCS Soils Survey of Carteret County, NC;
ESRI - world Imagery Hybrid Basemap; Project Study
Area approximated fiom overhead electrical spatial data
provided by the client
NRCS Soils
Atlantic 34.5 kV
Oyster Creek Relocation
Carteret County, North Carolina
Exhibit
2

°
t ENTIRE f OJECU AREA IS ON F -
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°I(-a9t�.14K0

Salter Family Cemetery
Feet
] 500 1,000
Legend
OProject Study Area
Source: Project Study Area
provided by the Client.
Drwn:
MM
%rracon
Cemetery Location
EXHIBIT
NO.
Chkd:
TR
2401 Brentwood Road, Suite 107 Raleigh, NC 27604
Atlantic 34.5kV Oyster Creek Relocation
Carteret County, North Carolina
4
Project No.:
70227232
Date:
June 2022
Phone:[phone] Fax [phone]

No. 70227232
Terracon
Photograph 1: Tributary T/D-2.
® 340ON (T), O 34.8135160,-76.453501' ±16ft • 34ft
Photograph 2: Tributary T/D-5
Atlantic 34.5kV Oyster Creek Relocation Project

NE
30. 60
SE 5
f20 150 140
Eli

NW N '31 NE' E I
300 330 0 60 90 120
Nw R NE
ao!l, 0,0
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'19May 2022',Ob:37:21

120 150
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19 May 2022, 10:34:41

WMA0. i4M
ATLANTIC 34.5kV OYSTER CREEK PROJECT
EROSION & SEDIMENT CONTROL & ACCESS PLAN
CARTERET COUNTY, NC
LATITUDE: 34.812748
LONGITUDE:-76.453613
GENERALNOTES��
AT
�v mE ww�Ee.9,T—Twmronn9 i[Tw cs uaEwnwrrcunnr9naxErurmm
VICINITY MAP
Sw :v10.000
NORTH & SOUTH CAROL/NA STATE MAP
SHEET LIST:
FICX �S
TETAAS
MIGRATORY BIRD HOTLINE
SPILL REPORRNG HORINE
CONTACTB
ES— AS
EAEEA-ST.-
ssarva
U W 91 W N[nx:GFxOtlwEi�.:+.���m
S'qS "TAT,NRNFrvsOOEweEwv,ttu

ATLANTIC 34.5kV OYSTER CREEK PROJECT
EROSION & SEDIMENT CONTROL & ACCESS PLAN
CARTERET COUNTY, NC
GENERAL NOTES
1. APPROAMATESTRUCTURE LOCATIONSWEREPROWDED BY DUKE ENERGYANOARE FOR REFERENCE
ONLY. THESE DRAWINGS SHALL NOT BE USED FOR UNE CONSTRUCTION.
2. BASE DRAWINGS WERE CREATED BY GIS DATA OBTAINED FROM VARIOUS SOURCES. AERIAL
PHOTOGRAPHY WAS OBTAINED FROM STATE AGENCIES.
3. NOTALLEJUSTINGUT11-115SARESHOWN. LOCATIONSSHOWNAREAPPROAMATE. ITISTHE
CONTRACTORS RESPONSIBIUTYTOACCUMT LYLOCATE.BOTHVERTICALANDHORIZONTAL.
EABTING UTUTIES PRIORTO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY NC
811 PRIOR TO EXCAVATION. GON RNCTOR SHALL NOTFY DUKE ENERGY IMMEDIATELY IN THE EVENT
OF ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING DEVIATION FROM THE FILM. COSTTO
REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR
4. All UTIUTIESSHALLBEPROTECTEDANDREMNNACTIVEUMESSOTHERWTSENOTED.CONTRACTOR
SHALL NOT DISTURB LTIIUTY POLES, GUYS IMRES. ORANCHORS WITHOUT PERMISSION FROM DUKE
ENERGY.
5. PROJECT IS LOCATED INTHE CAPE FEAR RIVERBASIN.
6. SEE SHEET4 FOR EROSION AND SEDIMENTATION CONTROL SEQUENCEAND SEEDING SCHEDULE.
T. STREAMS EXTEND BEYOND THE RIGHT-0E-WAY. APPROPRIATE BRIDGING AND MATTING OF THESE
FEATURES IS REQUIRED SHOULD THE CONTRACTOR USE ANY ACCESS ROUTES LOCATED OUTSIDE OF
THE RIGHT-0E-WAY,
B. ANYALTERNATEACCESS PLANNEDBY THECOMRACTORSHALLBEAPPROVEDBY DUKE ENERGY
PERMITTING PRIORTO USE.
9. CONSTRUCTION ENTRANCES ARE SHOWN FOR REFERENCE ONLY. HEAVYMATSMAYBEUSEDINUEU
OF ROCK CONSTRUCTION ENTRANCES IF DEEMED SUFFICIENT BY A DUKE ENERGY REPRESENTATIVE.
10. WETLAND MATTING SHALL BE COMPOSITE ANDIOR HENY DUTY TIMBERMRANE'MATS. NO LATTICE
ORTWO-PLYMATING SHALL BE USED IN JURISDICTIONAL WETLANDS ANDIOR STREAMS.
11. NO OIUFUEL-FIUED EQUIPMENT SHALL BE STORED OVERNIGHT WITHIN 125 FEET OF WETLANDS OR
SURFACE WATER WITHOUT CONTAINMENT.
12. SITE SHOULD BE"STORM READY" AT THE END OF EACH WORK DAYANEEK.
LATITUDE: 34.812748
LONGITUDE:-76.453613
VICINITY MAP
SCALE: 1:10,000
NORTH & SOUTH CAROLINA STATE MAP
SHEET LIST:
COVER SHEET
SHT 1OF6
EROSION CONTROL MEASURE QUANTITIES
BHT 2OF6
EROSION S SEDIMENT CONTROL PLAN
SHT 3OF6
EROSION AND SEDIMENTCONTROL DETNLS
SHT 4OF6
NCGOI OETPILI
SHT 5OF6
NCG010ETML2
SHT 6OF6
MIGRATORY BIRD HOTLINE
STATE AND FEDERAL LAWS PROTECT ALL SPECIES OF NATIVE BIRDS FOUND THROUGHOUT THE DUKE ENERGY
SERVICE AREA INTERACTIONS OF BIRDS WITH GENERATING FACILITIES, TRANSMISSION AND DISTRIBUTIONS,
SUBSTATIONS, OTHER STRUCTURES AND EQUIPMENT, AND OPERATIONS ME POTENTIALLY HARMFUL OR FATAL TO
BIRDS. DUKE ENERGY OPERATES THESE 24-HOUR MIGRATORY BIRD HOTLINES TO ASSIST EMPLOYEES AND
CONTRACTORS WITH RELATED INCIDENTS THAT OCCUR DURING WORK ACTIVITIES.
CAROLINAS: 800.573.38M FLORIDA: 721.366.3084 MIDWEST: 317A30.4497
SPILL REPORTING HOTLINE
IN ORDER TO ENSURE THE PROTECTION OF HUMAN HEALTH AND THE ENVIRONMENT, FEDEFALAND STATE LAWS
REQUIRE THAT CERTAIN TYPES OF SPILLS AND UNPERMITTED RELEASES BE REPORTED TO THE PROPER
REGULATORY AGENCIES AS SOON AS POSSIBLE FOLLOWING IDENTIFICATION. IMMEDIATELY NOT" YOUR
SUPERVISOR AND THE FIELD ENVIRONM.ENTAIIEHS PROFESSIONAL WHEN A SPILL OR UNPERMITTED RELEASE IS
DISCOVERED. IF YOU ARE UNABLE TO REACH THE FIELD E14VIRONMENTALJEHS PROFESSIONAL. CONTACT ONE OF
THE DUKE ENERGY SPILL REPORTING HOTLINES ATi
CAROLINAS 0 MIDWEST: 800.527.38M
FLORIDA: 866.769.12M
CONTACTS
OWNER:
ENGINEER:
DUKE ENERGY PROGRESS, LLC
DEWBERRY ENGINEERS INC.
CHRISTOPHER SPANGLER
BETH STEFFENS, PE
410 S. WILMINGTON ST
2610MCUFFROAD
RALEIGH, NO 27MI
SUIM410
PH. (919) S46-34V
RALEIGH, NO 2T607
CHRISTOPHERSPANGLER@DUKE£NERGY.COM
PH: 984.2316795
[e-mail]

I
MATTING SCHEDULE*
REGIN
ENO
"COMFORT
MAT LENGTH
(LR
AE48AV
PAVED DRIVEWAY
3
2gp
LOD
AIWAV
3
1p5
AE51AV
IMY41
3
pll
AE54AV
]MY44
3
135
TOTALNATTNG MR ACCESS
COO
- LOW GROUND PRESSURE VEHICLES MAY BE USED IN LIEU OF MATTING
WATTLES
VEWTORT
LF
3
450
TOTAL 450
CONSTRUCTION ENTRANCES
(CE)
VBWPORT
FA
3
TOTALCE
1 1
WETLAND WORK PAD
Estirmate: 588 SF of Matting IS Mats)
Per Pole
POLE
SHEET
SF
1R.I 32
3
588
1RI17
3
588
1RJY38 P1
3
588
1RJ198P2
3
588
1RJY39
3
588
111
3
588
1RIY41
3
588
1WY42
3
588
1RJY13
3
588
1WY44
3
588
AE48AV
3
588
AE49AV
3
588
AE5DAV
3
588
AESIAV
3
588
AE52AV
3
588
TOTAL
sew
CLEARING TYPE
VIEWPORT
MACHINE CLEAR, NO GRUB:
ROW (AC)
LCANNPACTSENSRNE
CLEARING, NO GRUB: ROW (AC)
OVERALL TOTALS
(AC)
3
0.0
0.4
0.4
TOTALS (AC):
00
04
04
QUANTITY ESTIMATE NOTES
I, OUANMEM LISTED ME ESTIMATES ONLY AND SHALL BE CONFlRMED BY THE CONTRACTOR AND
APPROVED BY DEP PRIOR TO CONSTRUCTION_ SHE WETLAND LOCATIONS AND OTHER
JURISDICTIONAL FEATURES WERE DELINEATED BY ENVIRONMENTAL SERVICES. INC. THE
LOCATIONS WERE LOCATED BY UPS AND WERE NOT SURVEYED. LOCATIONS SHOWN ME
APPROXIMATE AND NEED TO BE CONFIRMED IN ME 1ELD.
2 CALCULATIONS ASSUME THAT MATS ME lX 14' COMPOSITE MATS: ]' X 14' 90 SQ. R.
3. UNEPA FEET CALCULATION ASSUMES MATS ME LAID WITH 14' AS THE WIDTH AND T' AS TIE
LENGTH.
4. 'MATING FOR ACCESS' 91 ESTIMATE INCLUDES MATTING FOR ACCESS ROADS.
5. *WETLAND WORK PAD' QUANTITY ESTIMATE INCLUDES MATTING FOR WORK ON STRUCTURES
LOCATED IN WETAND& ESTIMATE OF 6 MATS (588 SQUARE FEET OF MATTING) PER POLE.
6. ROADSIDE ETCH CROSSINGS AND WORK PADS ME NOT SHOWN TO SCALE. REFER TO TABLE
MR APPROXIMATE SIZE AND LOCATION.
T. WETLAND MATTING SHOULD BE COMPOSITE AND/OR HOW DUTY TMBER/'CRANE- MATS. NO
LATTICE OR TWO-PLY MATTING SHALL BE USED IN JURISDICTIONAL WETLANDS AND/OR
STREAMS.
8. MATING LENGTHS ME LIMITED TO LINEAR FEET FOR ACCESSING THROUGH AND/OR OVER
WETLANDS, AND DITCHES. WETLAND WORK PADS ME UNITED TO 588 SOUME FEET OF
MATTING.
9. ESTIMATES DO NOT INCLUDE QUANTITIES FOR WORK PADS GREATER THAN 558 SQUARE FEET,
ADDITIONAL NON -WETLAND ACCESS. AND/OR ADDITIONAL MATING NEEDED TO CROSS
WETLANDS WITH MORE THAN 6 INCHES OF STANDING WATER. R 15 ME RESPONSIBILITY OF
THE CONTRACTOR TO ESTIMATE AREAS OF ADDITIONAL MATTING NEEDS AND OBTAIN PRIOR
APPROVAL FROM DUKE ENERGY
10. 1ATTING ESIMATES DO NOT ACCOUNT FOR STACKING OF MATS.
11. WATTLES ME SHOWN MR GRAPHICAL DEPICTION OF LOCAIOI ESTIMATES OF MINIMUM
NUMBER OF UNEPR FEET ANTICIPATED CAN BE FOUND IN THE TABLES ON THIS SHEET.
12. TILE EROSION CONTROL MEASURES DEPICTED ON TIE PLANS ME TO BE INSTALLED AS
NEEDED TO KEEP ALL SEDIMENT ON SITE AND OUT OF STREAMS AND WETLANDS. ADDITIONK
EROSION CONTROL MEASURES (THOSE NOT DEPICTED ON THE PLANS) MAY BE REQUIRED IN
ORDER TO KEEP ALL SEDIMENT ON SITE AND OUT OF STREAMS AND WETLANDS.
13, THE INSTALLATION OF APPROPRIATE EROSION CONTROL MEASURES ME AT ME DISCRETION OF
THE ON -SIZE DUKE ENERGY INSPECTOR.
TOTAL LIMITS OF
DISTURBANCE = 2.2 ACRES
ESTIMATED QUANTITIES
LNEARFEET
(FT)
SOLIAREFEET NO.OF MATS
(BF) (EA)
EACH
(EA)
MATTING FOR ACCESS
BOB
81 BS
CONSTRUCTpN ENTRANCES
i
WATTLES
450
WETLANDW FNAO
8820 9O
15

E.VSTNGDISTRIBUTIONNNE
— — � —
— JURISDICTIONAL WETUWO
/
Jr�J/frj�
PROPERTY BOUNDPRY
�-
TO BE REMOVED
LANAWETLPND
/VJx�
--+FWN
LIMITS OF OISTUftBANLE
Lm •w w
DISTRIBUTION LINE
PROPOSED DISTRIBUTION HNE
—
OPENWATER
✓✓✓1////-/////�/U \/
WETUJJO KORKAR EA PAO
PUBLIC UTILITY EASEMENT
—tt=—�.=—r.=
STREMBIHANNEL
WATTLES
.. ..
EXISTNGOISTRIBUIIONPOLE
DNCH
Dx
TEMPORARY BWDGE
DISTRIBUTION POLE. REMOVE
75FT CMIABUFFER
CONSTRDLTONENTRPNCE
OR ABANDON ELSRNG
LEE PROTECTIVE BUFFER RO
NEW DISTRIBUTION POLE
I—�
L_J
FROM NON-CAMA WETLANDS AND
>—.+.«. w ®-. ..
PROPOSED CONSTRUCTOR
v 6Is m IS AR IS v O ® IF IF 9
39 FROM STREAMS)
ACCESSIROAD
PROPOSED GUY/ANCHOR
�
FXISTNGZCONTOURS
_ .. FXk:
COMMERCIALLY MADE MAT
EASTINGGUYMNCROR
EBS
HORIZONTAL GRAPHIC SCALE
I IN FEET I
nAm=lvva
MACHINECIEAR. NO GRUB ROW 15 1, ALL SITE ACCESS AND CONSTRUCTION PADS THROUGH WETUWDS OR OVER STREAM55FALL BE VM COMMERCIPLLY-MADE COMPOSITE OR HEAVY DUTY
TMBEWCRANEMATS OR DEP APPROVED LOW GROUND PRESSURE TRACK VEHICLES. LATTICEANDTIM1VY M4 NGSW NOTBEUSEDIN
LOW IMPgLT/SEN3ITVE JURISDICTIONAL WETWJDS, STREAMS OR BUFFERS. THERE SHALL BE NO GRADING WITHIN WETLAND AREAS. SEE DI SHEET FOR MgTTNGANO
CLEARING. NOGRUB: ROW CROSSING OETPIIS ON SHEET O.
CULVERT PIPE Z, WETIM'DWORKPAOSANDWATTLESARENOTSHOWNT06CALE REFERTODETATLONSXEETA,
3. WATIlESARE SHOWN FOR GRAPHICAL DEPICTION OF LOCATIONS. WATTLES ARE TO BE PLACED ON THE DOWNSLOPE SIDE OF THE LAND DISTURBANCES
TO PREVENT SEDIMENT FROM LEAVING THE SITE AND ENTERING WETANOWSTEAMS. ESTIMATES ARE MINIMUM NUMBER OF UN. FEET ANTICIPATED.
SEE DI SHEET. ADDITIONAL WATTLES SHALL BE UTILIZED AS NECESSARY TO KEEP SEDIMENT OUT OF WERANOS5TREAMS AND WTHIN ROW LIMITS,
R ACCESSLOCATONSWT lNTHEDISTRIBUNONUNERIGHTAF-WA EAPPROMMATE ACTUALLOLATIONMAYVARYBASEDONTXEFFASIB[UN MD
WEATHERCONDITONS. WHENMATSAREREOWRED. 1ROWOFMOTSMYSEINBTA DINPARALLELTOLOVERTE1<'ALCE55ROADVr1THIN THE
OISTRIBUTON UNE RIGM-0E-WAY.
5. SEED SLOPES 31 OR FWTTER. SLOPES STEEPER THAN SI SHALL BE MATTED.
6. LOW IMPACTTENSTUVE CLEARING- LOW IMPACT SENSITIVE CIfN31NG S COMPLY WITH THE GAME REQUIREMENTS As" HAND CLEARING- IN THE DER
TRANSMISSION ROW CLEARING SPECIACATIONS, LOW IMPACT/SENSITIVE CLEARING INVOLVES MACHINE CLEARING FROM MATE WITHIN P' OF THE
GROUND SURFACE. THERE WILL BE NO GRUBBING, GRADING. STUMPING, AND NOT DISTVRBANLETO ROOT MAT
T. CONIRALTORTOKEEPEEDIMENTOFFROA➢S.
S, THISENRRESHEHTISIMTHINTHEFLOODI ZONEAE-FEMAM4PPANEL7368.
AT
Dewberry DUKE ANTIC 34 $kV OYSTER
CREEK PROJECT
Dewberry Engineers Inc. y' ENERGY
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ROAD
100%DESIGN SHIRE�Orv°Ncz76w P[t{}(pR�s} EROSION BSEDIMENT CONTROL PLAN
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EROSION AND SEDIMENTATION CONTROL
CONSTRUCTION SEQUENCE NOTES
1. DEN REPRESENTATIVE SHALL OBTAN AND/OR CONFIRM ALL APPLICABLE PERMITS HAVE BEEN OBTAINED PRO KEEP
HAND -COPIES ON -SINE IN THE PERMITS BOX OR POST ON SHE. PRY PROJECT RENSCMS THAT RESULT IN IMMORAL
LAND DISTURBANCE OR CHANGE IN DRAINAGE PATTERNS RH L BE SUBMITTED TO DEP FOR APPROVAL AND ADDED FOR
PERMIT MODIFICATION.
2. NO LORD DISTURBING ACTINIUM SHALL WE PLACE UNTIL ALL RIGHT -OH -WAY OR PERMANENT MUTY CASEMENTS HAVE
BEEN ACQUIRED. NO LAND DISTURBING ACUTTES SHALL TAKE PLACE OUTSIDE ME PRUJECT LIMITS YOTHOUT NWEO
AND DUKE ENERGY PROGRESS APPRCVAL.
3. NO OEMOLHION, CONSTRUCTION. OR LAND DISTURBANCE ACTMfIES SHAH BEGIN UNTIL ALL MPUCABLE EROSION
CONTROL MEASURES HAVE BEEN INSTALLED. IF CLEARING IS REQUIRED FOR INSTALLATION OF A GIVEN MEASURE ALL
OTHER MEASURES SHALL BE WSTAI EIRST. THE NECESSARY LAND DISTURBANCE ACTNHIES REQUIRED FOR
INSTPUATION OF THE BOER MEASURE MAY THEN PROCEED.
4. NOIUY THE STATE DEO-DEMUR OFFICE AT THE WILMINGTON REGIONAL (910-796-7215) AT LEAST 72 HOURS PRIOR TO
BEGINNING CONSTRUCTION ACTIVITIES,
5. EROSION AND SEDIMENT CONTROL (Etr ) PERMIT AND A CERTIFICATE OF CO RAGE (COCJ MUST BE OBTAINED BEFORE
AND LAND DISTURBING ACTMUES.
6, URURES SHOWN IN APPROXIMATE MANNER ONLY CONTRACTOR SHALL VERITY LOCATION AND ELEVATION OF EXISTING
UTUTIES PRIOR TO BEGINNING DEMOUTION, CONSTRUCTION OR NANO DISTURBING ACTRIIIES.
T. THE ENTIRE PROJECT MEN NORM OF EXISTING POLE CWMV IS WITHIN A BUFFERED/SENSITIVE AREA
B. INSTALL WATTLES AND ANY OTHER NECESSARY EROSION CONTROL MEASURES PER PUNT DETAILS AND ROOM
REQUIREMENTS. IT IS ME CONTRACTORS RESPONSIMLY TO KEEP ALL DIRT OFF PAVE➢ ROADS AND OUT OF
SMGMS/WETAH05.
S. BEGIN TREE CLEARING - LOW IMPACT/SENSITIVE CLEARING.
10. BEGIN DISTRIBUTOR LINE WORK.
I1. SITE SHOULD BE STORM R ADY' AT THE END OF EACH WORK DAY. 'STORM RFMY E DEFINED AS THE SHE BEING
STABUZED OR IF THE SITE IS NOT STABIMED, EROSION AND SPoMpJT CONTROL MEASURES MUST BE IN PLACE
12 PROVIDE TEMPORARY SEEDING W ALL DENUDED ARM AFTER CLEARING OPERATIONS AS SOON M FART BUT NOT
LONGER THAN T CALENDAR DAYS, PROVIDE PERMANENT GROUNCCOVER WITHIN 14 CALENDAR DAYS. MULCHING CAN BE
USED FOR INSTANT STABIUZAROIR GN NEW LINE PROJECTS MY REQUIRE CLEARING. TEMPORARY AND PERMANENT
SEEDING WILL BE REQUIRED IN AREAS WHERE MULCHING IS INSUFFICIENT MR INSTPM MABIU]AROM
13. TENPoPARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND ME SITE HAS
BEEN SEASUZED.
M DEP ENVIRONMENTAL REPRESENTATIVE SHALL CONDUCT PROJECT INSPECTIONS OF EROSION CONTROL MEASURES MD
STORMWAUM OLT ILLS WEEKLY AN AFTER EVERY PAIN EYE"__ OR GREATER, ALL CONTROL DEVICES SHALL BE
BARRAGED
AS SPECIFIED BY ME CONTRACT DOCUMENT. A PAN GAUGE SHALL BE INSTALLED AT ME PROJECT SITE
TO FACILHNTE WJNFALL MONITORING. ME DEP ENVIRONMENTAL REPRESEWARVE SHPL. MAINTAIN THESE RECORDS AT
ME ON -SITE OFFICE FOR AUDIT BY DEO. INSPECTIONS ME REQUIRED UNTIL PROJECT STABILIZATION IS EVIDENT BY
60R WCETARVE GROWTH FOR MFIS PROVIDED SEEDING. AT SUCH TIME THE COMPACTOR SHALL REMOVE ALL
TEMPORARY EROSION CONTROL OEVICES. ADDITIONALLY. THE DEP ENVIRONMENTAL REPRESEWATM SHALL BE
RESPONSIBLE FOR CONDUCTING 'SET INSPECTIONS' INDICATING THE DATE DEVICES ME INSTALLED AND S UZATON
MEASURES ME INTATED. THE 'SELF -INSPECTION' REPORTS SHALL BE MAIWNNED AND SUBMITTED TO DUKE ENERGY
PROGRESS ONCE STASIUZATON OF ME PROJECT HIS BEEN ACCOMPLISHED MO ME TEMPORARY MEASURES HAVE BEEN
REMOVE).
15. ME CONTRACTOR SHALL BE RESPONSIBLE FOR ME CONTROL OF SEDIMENT ON -SITE. IF THE MPROVEIT EROSION AND
SEDIMENTATION CONTROL MEASURES PROVE INSUFFICIENT. THE CONTRACTOR MUST ME ADDITIONAL STEPS NECESSARY
TO STOP SEDIMENT FROM LEAVING THE SITE WITH PRIOR MPRWAL FROM THE GET REPRESEWATYE
16. CONTRACTOR SHALL MAJWaN COMPLIANCE WITH All PERMITS AND PANS. ANY CHANCES SHRILL BE "PROVED BY
ROOM AND DEP PRIOR TO EXECUTION. A COPY OF ALL PERMITS SHALL BE MORTARED BY THE CONTRACTOR ON -SHE
AT ALL TINES.
IT. PURSLNM TO NO GENERAL STATUTE 113A-54A(E), ME CONTRACTOR SIRUL CONDUCT SELF -INSPECTIONS OF EROSION
CONTROL DEVICES T COMPLETION OF EACH CONSTRUCTION PHASE MO DOCUMENT SUCH INSPECTIONS AS OURINE IN
5n NCAC CREOLE 1 . FOR INSPECTION AND MONITORING RECORDS ME ACTIVITIES UNDER STORMWATER GENERAL PERMIT
NCGOIWOO MD SELF-INSPECHON RECORDS FOR LAND DISTURBING ACTIVITIES PER GENERA STATUTE II3A54.1 FORMS
SEE '//DEG.NC.GOV/ABOM/OIVISIONS/ENERGY-MINERMAL-AND-RESOURCES/EROSION-SEDIMEW-COMROL/MRMS.
18. BEEF- INSPECT FOR EROSION MD SEDIMENTATION CONTROL MEASURES ME TO BE PERFORMED AT LEAST ONCE
EVERT SEVEN CA_MO DAYS AND WITHIN 24 HOURS DF EVERT RAN EVENT OF CREATE THAN I INCH, MY NEEDED
REPAJRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL BOB MEASURES SHALL BE MAINTAINED
AS SPECIFIED IN THE CONSTRUCTION DETAILS ON MEASURES
PLAN: A GAIN GAUGE SHALL BE INSTAULEI AT THE PROJECT SITE
FOR MONITORING.
19. WHEN ME PROJECT S COMPLETE, THE PERMDTEE SHALL CONTACT DEALS TO CLOSE OLD ME EIkSC PLR. AFTER
DEMUR INFORMS ME PERWENCE OF THE PROJECT CLOSE OUT, MA INSPECTION REPORT. THE PERMITIF£ SR4L NSH
de9.n,. /NW01 TO SUBMIT M ELECTRONIC NONCE OF TERMINATION (e-NOT). A flop ANNUAL GENERAL PERMIT FEE
WILL BE CHARGED UNTIL ME a -NOT HAS BEEN HI OUT'
20. AFTER SITE 15 $IABIUZED. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES, AND PRONOE PERMANENT SEEDING
WHERE TEMPORARY MEASURES RAVE BEEN REMOVED MO GRQUNOCGVM 15 NOT AUMMTF.
SEW5MALBEAPPUHWWITH MCE554 MUIPMEWTOGPIEUNIFORMBISFRIBUTIONOFTRESE
IMTERIALS. THE gN.15 Q` M:TERl4S TO BE REPLIED PER ACRE:
THE KWOS OFSEEDMD FERRQERANOTrE RATES OF APPLICATWN OF 5£EC. FERTILIZERANO
UNIESTONE SHALL BEAS WATFDBROW.OURING PERIODS OF OVEWSWRNG 04TE5,': NE pNOOf SEEil
TOM USEDS MBEDETERMINED.ALLMTESAREINPWNOSPERACRE
1. CR AUGK3 RED 6EPTEMBMPINE BRUMYIO
CSY STOLUM RM'S FFSGIE CDANKGR RED FESCUE
0§ WDIARGwGE Sr53 INgANGRA'a5
BR urrLEBwFSTFx6 % LI]TIE BWESISU
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MO BRRTRXER LIEF ]SIN FERNRYEN
SEW FERTILMER WN LIMESTONE
dLMY.'y IIMESTOYE 4000A LIMESTONE
"PROVED CREEPING AM FESCUE CULTWARS: AB ERDEEW BOREAL. E%G. CINDY LOU
FERTILIZER SHALL 2n BE lG 20 ANALYSS A OIFFERENTPNALYSIS OF FERTILIZER MAY BE USED PR W OM
THE 1-2 2 RATHI IS AMMANED AND THE PATE OF"RICNTON ADJ:SIEO TO PROVIDED THE SAME
ABOLMT OF PLANT FWD AS 10.20.DCAMBEYSIS ANDMOIS{T6.
1. CULTIPAq( DBEFORBMD RINGWROCAST STW .ENDEDSEEOTI EWINACK(AGVN)
OMTHESEEDBEFORES VERING STH WM BiRAW.REPEATTl1E PROCESS IN TM1E e/FW O4
FLOOOWG TrLAT REMOYES SEEOANO STRAW fHOMTHE RREPPAED AREA
2. PERMANENT SEEDING SHALL BE ESTABLISHED BY PLANTING THE SELECTED SEED MKIDESCRIBED
IN'PERMANNE SEEQ MIS PROVKIFD HEREIN. I> PNY SPEGFS OF THE PERAMNFM SEEJP!(i
MIXTUREISNOTAVA SA COWACFTHECONSTRUCTIONNAYAGERFORSUBSTNTESPEEUES.
]. THE SEEDNG SMALLBEW eREO WfFH CAIRMATTWG BELOW BANKFUULANDSTRAW MrtCH OR
"PROPRIATEREPUCEMEW,ASGVESNOK TOILELIMUSOFOISTURBANCE.MULCHISMSE
SPREAD BY HAND, BLOWER OR OTHER NOTABLE EWIPME W AND ANCHORED INTO THE TOPSOIL
INFO
UH POLY DUUENG OR DLSCJNG.
4. GRPINSFRAYISYMLBE"ftMOVEREEEOEDAREA AMl&CMWRXM26HWRSOFTHE
INITWLSEEDING MATONATAPATEOF4,WOLMIJ REWBPREGROUWBHA MMSIBLE
WHEN RADIAN BYABLE AS A AREA IF PROPER "PS EXIMNIS ACHIEVEC.TMCK CLUMPS OFSTRAW
ME NOT PEfUJISeIBLE/SAUNIPoRMCOYHMGE IS E%PECFEO
5. AMCHFOFREASNALL MTACIEDW.T]IMWIDAS TATAR MT 0.10GLLLONPMSOUPRE
YARD(tOGALY00050. FT) HYDRAULIC TAC AN MATERALSWLLLSE USEDIN HIGH QU TYWATER
2CNESANO CRTICAL HABITAT AREAS
'v. RTWEMSHALLDEUIN WrCRESTEEPGRADE3C I 6EEROSION USOF IXC51IXR%TP W ORFISRGV5NRWCISAMWDLH
TREATA�l1T5XALBE YSTAIIEO REfbHE MUL:A1fW OPERATION
i. VEGETATIONSXALLBEESTAB_IWEDONAILDISNRBEDAREAWOMNISDAY50F PLETIONOF
ANY PHASE OF GRADINGACTNTESAIHERE CCNSIRJCIIINJ WILLTEMPCRVLJLY CEASE FOR MORE
THIN 21 CALENGM DAYS.
9. AFTERtCOEOAPWiOVN.OFESFPBLISHED VEGETATIVE WYER, REMO'✓E ALL FENCING MGSTAKE9
CONflETELY 4YITiO'JT MAGIINEG.
7NOPIML SPRING SCHEDULE FOR PIEnMGAU AND COASTAL AREAS NEXACEPT BEACH DUNIESI
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5. PAD LOCATION LOCATE CWSTNUCIIW ENTRANCES AND CUTS TO UNIT
SEGMENT FROM IEANNO THE SITE AND TO PROW..... UTutt BY ALL
CCNSTRUCTON KMMES AWIO STEEP COMES AM MORMQ9 AT OURVES IN
PUBLIC OOMS
AMI, IFMOST OF THE MUD
SEDIMENT ARE NOT I MMONE O TD BYEWHOE UAMCUNGOU ARE SUCHAO1VEA 1 GRAVEL THE D
G TRES ... BE nASHB. nASXMG ... BE DONE ON AN AREA STAMUSO
MINT GAUCHM STORE THAT DRABS ARM A SEDI-"M TRAP d GANEF SUITABLE
DISPOSAL AREA A.. RACK uAT ALSO BE USED TO A.
n4RYxG upS
OWNNIOR AND ERECTYE
IWDT}TIF'AMC TOMPMU2E
RUrvNUPTON (E�WILT OMANT e
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nA91EO BICNDEEP P RSPPECIIYF VFW
CONSTRUCTION ENTRANCE INC) NTS
TO MARK SENSMOT ARFABURER
COUMERC MADE COMPOSITE MAT APPLICATIONS
MR
UTILEEY POLE
INTERLOCKING
FISERGIASS
COMPOSITE MATS
ROADWAY
WETLAND'
DETAILW: PERPENDICULAR POLE ACCESS
MATTING LAYOUT DETAIL
NOT TO SCALE
MAINTENANCE NOTES:
1. REMOVE MO DISPOSE OF SILT ACCUMULATIONS AFTER RAINFALL EVENTS,
2. MONITOR ONLY TO SUPPLEMENT/REFURBISH/REPIACE MATS TO ENSURE PROPER
FUNCTIONALITY.
3. CLEAR MY SUBSTANTIAL ERODIBLE MATERIAL TRACKED ONTO THE MATS IN A TIMELY
MANNER TO ENSURE NO SUCH MATERIAL MIGRATES INTO ANY AAIACEW SENSNIVE OR
JURISDICTIONAL AREAS.
INSTALLATION NOTES:
1. LAYOUT IS TYPICAL MD MY BE ALTERED FOR EACH SITUATION.
2. IF POLE ANCHORS ME PRESENT, ALTER LAYOUT TO ALLOW TRUCK ACCESS TO ANCHOR
LOCATION.
3. MATS MAY NEED TO BE STACKED TO PROVIDE ADEQUATE SUPPORT.
4. CREW PREFERENCE WILL DICTATE WHICH SIDE OF SMUCNRE BOOS ARE PLACED.
5. INSTALL ADOUONAL EROSION AND SEDIMENT CONTROL MEASURES AS NEEDED TO PREVENT
SEDIMENT FROM LEAVING ME SITE.

Implementing the 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 NCGOS 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,
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
After the permanent cessation of construction activities, any areas with temporary
d stabilization shall be converted to permanent ground stabilization as soon as
:able but in no case longer than 90 calendar days after the last land disturbing
y. Temporary ground stabilization shall be maintained in a manner to render the
:abilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
?chniques in the table below:
• Temporary grass seed covered with
Permanent grass seed covered with
straw or other mulches and tackifiers
straw or other mulches and tackifers
• Hydroseeding
Geotextile fabrics such as permanent
• Rolled erosion control products with
soil reinforcement matting
or without temporary grass seed
Hydroseeding
• Appropriately applied straw or other
Shrubs or other permanent plantings
mulch
covered with mulch
• Plastic sheeting
Uniform and evenly distributed
ground cover sufficient to restrain
erosion
Structural methods such as concrete,
asphalt or retaining walls
-
Rolled erosion control products with
grass seed
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 NC DWR List of Approved
PAMS/Flocculonts and in accordance with the manufacturer's instructions.
4. Provide pending area for containment of treated Stormwater before discharging
offsite.
S. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENTAND 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.
LITTER, 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 and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
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 or
provide secondary containment. 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. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
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.
iS111'a�
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 5o 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.
EARTHEN STOCKPILE MANAGEMENT
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 for temporary or permanent control needs.
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.
ONSnECONCRETEWASHOUT
STRUCTURE WRH LINER
p fay^^
I
0
/I BELGWRELDW GR9DE MOVr STRVCNRE ABGVEgs.Vc GRPDE_��HOV annV VREalgVG1VRE
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
overflowevents. Replace the tarp, sandbags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. 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.
NCGO1 GROUND
STABILIZATION AND
MATERIALS HANDLING

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 of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
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. -
frequenN
-
NSPett
ItlleinH normal
fmpettbn records mrrt include:" ,
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
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 kept on site and available for
inspection at all times during normal business hours.
' Item MDocument - -
TJOHom¢Ma[IOn Requirements
(a) Each E&SC measure has been instilled
Initial and date each E&SC measure on acvpy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
_ -
plant This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
'
installation.
of A phase of grading has been mmple[ed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(d Ground rover is located and installed
Initial and dated copy, of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover sperifotions.
(d) The maintenance and repair.. -
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) CorreRive aRiom have been taken
Initial and dated copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an lnscection
-
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides asite-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 twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the a-NOI and all inspection records shall be maintained For a period
of three years after project completion and made available upon request [40 CFR 122.411
PART il, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw waterfrom the surface shall be rare (for example, times with extended cold weather)
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authoriTy has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
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 of volume), or
• They are within 300 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 130.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-216.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) 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 he 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 he
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes(AHer Dispensary) and Other Requirements
(a) Visible sediment
Within 24 hours, an oral or electronic notification.
deposition in
• Within lmlendw days,a report that contains description ofthe
stream or wetland
sediment and x[iwu taken to address the cause o(tve deposition.
Division stall may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 3e3ttlM list as impaired for sediment -
related causes, the permittee may be required to perform additional
mvnitodn&inspections or apply more stringent practices if staff
determine that additional requiremmss are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
Within 24 hours,anam) or electronic notification. The noti8catlon
release of
shall include infarmadon about the date, time, nature, vdume and
hazardous
location of the spill or release.
substances per Item
116)-(d above
(c) Anticipated
Arepdrt at leastten days before Me date of Me bypass, lfPosslb/e,
bypasses [40 OFF.
The reflect shall include an evaluation of :he anticipated quality and
122.41(m)(311
effect of the bypass.
Idl Unanticipated
• WiNin24 haurs,an oral or electronic notification.
bypasses [40 CFR
• W/thln]ratlendm dnys,a report that includes an evaluation of Me
122.41(m)l3R
quality and effect of the bypass.
(e)Noncompliance
Within 24 hours,an oral or electronic notification.
with the conditions
Within ]wlmdor dgys,areporc that cpntairua description of the
ofthis permit that
noncompliance, antlitswuses; the period Mnoncompliance,
may endanger
including etas dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance Is expected to
environmenil4o
continue; and steps taken or planned to reduce, eliminate, and
CFR 122A1(1)(])]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(gl6).
• Oivlslon rtaH may walvethe requirement for awritten report ono
mse-by-case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING