20170698 Ver 1_Approval Letter_20170615

Water Resources
ENVIRONMENTAL QUALITY
June 15, 2017
Duke Energy Progress, Inc.
ATTN: Ms. Gail Tyner
410 S. Wilmington Street
Raleigh, North Carolina 27601
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
(EXPRESS) DWR # 2017-0698
Craven County
Subject: Approval of 401 Water Quality Certification with Additional Conditions
Tideland EMC — Aurora — New Bern 230 kV transmission line
Dear Ms. Tyner:
You have our approval for the impacts listed below for the purpose described in your application dated
June 2, 2017 and received by the Division of Water Resources (Division) on June 6, 2017. These impacts
are covered by the attached Water Quality General Certification Number 4086 and the conditions listed
below. This certification is associated with the use of Nationwide Permit Number 12 once it is issued to
you by the U.S. Army Corps of Engineers. Please note that you should get any other federal, state or local
permits before proceeding with your project, including those required by (but not limited to) Sediment
and Erosion Control, Non -Discharge, and Water Supply Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certification(s) or general
permit and the following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and
general conditions of the Certification are met. No other impacts are approved,
including incidental impacts. [15A NCAC 02B .0506(b)(c)]
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Plan location/
Reference
Attached
404 Wetlands
W1 (Wetland #3) —Switch Station
0.07(acres)
0 (acres)
Plan Sheet 3 of 5
W2 (Wetland #4) —Switch Station
0.01 (acres)
0 (acres)
Plan Sheet 3 of 5
This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification. If
you change your project, you must notify the Division and you may be required to submit a
new application package with the appropriate fee. If the property is sold, the new owner
must be given a copy of this approval letter and General Certification and is responsible for
complying with all conditions. [15A NCAC 02B .0507(d)(2)]
State of North Carolina I Environmental Quality I Water Resources —Water Quality Regional Operations—Washington Regional Office
943 Washington Square Mail, Washington, NC 27889
252-946-6481

DUKE ENERGY PROGRESS, INC
(EXPRESS) DWR# 2017-0698
401 APPROVAL
Page 2 of 4
Water Quality Certification
3 The proposed project must comply with all the conditions of the General Water Quality
Certifications) 3884 [15A NCAC 02B 0507(c)]
Continuing Compliance
4. All mechanized equipment operated near surface waters or wetlands will be regularly
inspected and maintained to prevent contamination of waters and wetlands from fuels,
lubricants, hydraulic fluids or other potential toxic chemicals. In the event of a
hydrocarbon or chemical spill, the permittee/contractor shall immediately contact the
Division of Water Quality, between the hours of 8 am to 5 pm at the Washington Regional
Office at 252 946 6481 and after hours and on weekends call [phone].
Management of such spills shall comply with provisions of the North Carolina Oil Pollution
and Hazardous Substances Control Act [15A NCAC 02H 0506 (b)(3) and (c)(3), 15A NCAC
02B 0200 (3)(f), and GS 143 Article 21A]
5 Fueling, lubrication and general equipment maintenance should not take place within 50
feet of a waterbody or wetlands to prevent contamination by fuel and oils [15A NCAC
02H 0506 (b)(3) and (c)(3) and 15A NCAC 02B 0200 (3)(f)]
Diffuse Flow
6 The Permittee shall replant the vegetation within temporarily disturbed areas associated
with this project in an "in kind" manner immediately following construction (Example.
Disturbed areas with pre-existing grassed lawns must be replanted with grass Disturbed
areas with pre-existing trees or woody vegetation must be replanted with trees and
woody vegetation Disturbed areas with pre-existing forest vegetation must be replanted
with forest vegetation including at least two different native hardwood tree species at a
density sufficient to provide 260 trees per acre at maturity. This density can usually be
achieved by planting approximately 360 (11 x 11 spacing) to 538 (9 x 9 spacing) trees per
acre ) Restoration of trees/shrubs/forest must be completed by the first subsequent
planting season (November 1 through March 30) Note, if the tree plantings do not
survive, they will need to be replaced such that the density is sufficient to provide 320
trees per acre at maturity [15A NCAC 02H 0507 (c), 15A NCAC 02H 0506 (b)(3), and 15A
NCAC 02B 0259(6)]
Other Conditions
7. Re Opener Clause
Duke Energy Progress, Inc and their authorized agents shall conduct their activities in a
manner consistent with State water quality standards (including any requirements
resulting from compliance with section 303(d) of the Clean Water Act) and any other
appropriate requirements of State law and federal law Duke Energy Progress, Inc shall

DUKE ENERGY PROGRESS, INC
(EXPRESS) DWR# 2017-0698
401 APPROVAL
Page 3 of 4
require their contractors (and/or agents) to comply with all of the terms of this
Certification, and shall provide each of their contractors (and/or agents) a copy of this
Certification. A copy of this Certification shall be included in the construction contract
and available on the job site at all times. If DWR determines that such standards or laws
are not being met (including the failure to sustain a designated or achieved use) or that
State or federal law is being violated, or that further conditions are necessary to assure
compliance, DWR may reevaluate and modify this certification to include conditions
appropriate to assure compliance with such standards and requirements in accordance
with 15A NCAC 2H.0507(d). Before modifying the certification, DWR shall notify PARSEC,
LLC & Pitt County and the US Army Corps of Engineers, provide public notice in accordance
with 15A NCAC 2H.0503 and provide opportunity for public hearing in accordance with
15A NCAC 2H.0504. Any new or revised conditions shall be provided to DWR in writing,
shall be provided to the United States Army Corps of Engineers for reference in any permit
issued pursuant to Section 404 of the Clean Water Act, and shall also become conditions
of the 404 Permit for the project.
8. Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, any subsequent modifications, the applicant is required to return
the attached certificate of completion to the 401 & Buffer Permitting Unit, NC Division of
Water Resources, 1617 Mail Service Center, Raleigh, NC 27699-1650. [15A NCAC 02H
.0507 (c)]
9. The applicant and/or authorized agent shall provide a completed Certificate of
Completion form to the Division within thirty (30) days of project completion (available
at http://Portal.ncdenr.org/web/wq/swp/ws/401/certsandpermits/apply/forms). [15A
NCAC 02H .0506(b)(5)]
10. This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
These Certifications can be contested as provided in Articles 3 and 4 of General Statute 150B by filing a
written petition for an administrative hearing to the Office of Administrative Hearings (hereby known as
OAH). A petition form may be obtained from the OAH at http://www.ncoah.com/ or by calling the OAH
Clerk's Office at [phone] for information.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A petition
is considered filed when the original and one (1) copy along with any applicable OAH filing fee is received
in the OAH during normal office hours (Monday through Friday between B:OOam and S:OOpm, excluding
official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of the petition
along with any applicable OAH filing fee is received by the OAH within five (5) business days following the
faxed transmission.

Mailing address for the OAH:
If sending via US Postal Service
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
DUKE ENERGY PROGRESS, INC
(EXPRESS) DWR# 2017-0698
401APPROVAL
Page 4 of 4
If sending via delivery service (UPS, FedEx,
etc.):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division under section 401 of the Clean Water Act. Please contact
Chris Pullinger at 252-948-3922 or [e-mail] if you have any questions or concerns.
Sincerely,
David May, conal Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
Enclosures: GC 4086
Certification of Completion
cc: Gary Beecher, USACE Washington Regulatory Office (via e-mail: [e-mail])
Samir Dumpor, DEMLR WaRO (via email: [e-mail])
Laserfiche
WaRO DWR file copy
Kevin Yates, McAdams Company (via e-mail: [e-mail])
Gail Tyner, Duke Energy Progress, Inc. (via e-mail: [e-mail])

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Page 12 of 12

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s
Loana4 CRAVEN COUNTY, NC
SCALE 1"=30' SOME RA110 1:T PR.L Na DKE-16310
K
IXiAWN ABP ow- CMB APP. —
u
NO.
DATE I
REVISION
BY I CK. I App.
I DATE 5/16/17 DwG. No. CT -70135, SHEET 3 OF 5

WA1 UMI GN LOW SDE
PROPOS➢ SWITCH GF PULE INmALLARCTNS
91RUCN1✓E 86-1 (TTPJ
PPOPOGEO H -FRAME
51RUC1IIRE Bl
S S m� Nn
LIMITS
IcSTUNASAN
(TYP)
EMSRNG H -FRAME
STRUCTURE TO BE ' ^'��'>•'n +i-� C.•
PFMOYEO
N517851.4
E 25D891%.
N517935.0
20' DEP WEIIAND BUFFER UNE E 2-13:
MPJ
-S'RNG WET.A.D $i
WA70, 5 UV UOW SOE N 5179TL1
OF PUE WmALLATIWLS E 280W25.0
E 13B9Bat.] UNE
. r"',
M"_G"_GFCGr
NP091E MATS "', ISSON
EASEMENT r35' mv. CAS
1 EASEMENT
PERMANENT WETLAND IMPACTS
EXISTING WETLAND IMPACT (AC)
3 0.07
4 0.01
TOTAL 0.08
WETUNo @2
LINE
ET,1mNG TRAIL
(APPRONYATE)
N517838.8
E 1800188.
20' DEP WE1UN0 BUFFER
I-)
GRADING AND EROSION CONTROL LEGEND
w COMPOSITE MATS
EXISTING WETLAND
S / ® FLARED END SECTION
/ S + 250.60 SPOT ELEVATION
/ STORM DRAINAGE
-1P -TP -TP- TREE PROTECTION FENCE
/ / 6
-Sf-SF-SF- SILT FENCE
' NG EDC£ GF -LD -LD- OMITS OF DISTURBANCE
_ P VEMENT
NEn.ANO 81 51RUCNRE TO BE I G V PIPE INLET PROTECTION
STING
REMMEU �'.' .• s Orr ` I E1O511NG SWAMP WATTLE
coewosTE
�.. : d / sHllllllm
c'lOmNc WETLAND {p3 SILT FENCE OUTLET
-FRAME-%-�% WOODED AREA
SReuGTURE 68 250 MAJOR CONTOUR
UW w w
DE 252 MINOR CONTOUR
POLE INSTA_TMS
250_______ EXISTING MAJOR CONTOUR
EXISTNG WETLAND -------252------- EXISTING MINOR CONTOUR
SILT PENCE - - EASEMENT LINE
--------- DEP 20' WETLAND BUFFER UNE
PROPOgD SWITCH.� (y CONSTRUCTION ENTRANCE/EXIT
83-1 ~I y
? \ - a '� GRADING NOTES
77" �
= t 69 IIy'' I� -_ �H♦r' c; '� 1, CONTRACTOR SHALL CALL -NORTH CAROl1N4 ONE CAW (1-B00-
N 5178357 - j/ •/„ --, 832-4949) AT LEASE 48 HOURS PRIOR TO MOBILIZATION TO HAVE
N 5178523 E 2800505.5 yl EXISfR1G llflllllES LOCATED. REPORT ANY DISCREPANCIES TO THE
E 2800450.8 ENGINEER.
1 -I 2. NOT ALL EIOSTNG UTILITIES ARE SHOWN. LOCATIONS SHOWN ARE
APPROXIMATE R IS THE CONTRACTOR'S RESPONSIBILMY TO ACCURATELY
CONCRETE / LOCATE BOTH HORIZONTALLY AND VERTICALLY ALL EXISTING URLMES PRIOR
WASIWT IT - / S ti . - TO THE START ES OR AT I -BOD THE CONTRACTOR SHALL NOTIFY NC811
OR THBR SUCCESSOR TI 1-BODENERGY
PRIOR . EXCAVATION.
THE EVE34T SHALL NOTIFY DUKE ENERGY PROGRESS, INC. IMMEDIATELY IN
THE EVEN OF ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRINGHALL
9:' ` S DUAITE OF ISTURBANCE DEVIATION FROM THE PIAN. COSI TO REPAIR DAMAGED ITTILiTIES SHALL BE
BORNE 8T THE CONTRACTOR.
.. .F... SLT FEN(E / /•. IY ABc ACCE � ROA➢ 1 ALL UTILITIES SHALL BE PROTECTED AND REMAIN ALIVE UNLESS
APPROM.TETS AT Al /• / G (SEE DETAIL SHEET e) OTHERWISE NOTED. CONTRACTOR SHALL NOT DISTURB UTILITY POLES, GUY
`� LOW PUNTS(TPD s / WIRES, OR ANCHORS WITHOUT PERMISSION FOR DUKE ENERGY PROGRESS,
���J�JH'�w iY� EROSION CONTROL NARRATIVE INC.
NOM �+' _ "- wy��. CW"� 6 TIDELAND EARL - AURORA - NEW BERN 7.1(1 KV TRANSMISSION UNE 4. STRUCTURE LOCATIONS WERE PROVIDED THESE
DUKE ENERGY PROGRESS
8..8" IYi 9 ECEMN STRUCTURES 66-1 AND D C (DEP) AND ARE FOR REFERENCE NO ONLY. TISHAL DRAWINGS ARE FOR
MAf �'�i RECEMNG WATERS -UPPER BROAD CREEK (NEUSE RNB2 BASIN) ACCESS ROAD CONSTRUCTION ONLY AND SHALL NOT BE USED FOR UNE
OF WA�.� CS s/ CLASSIFICATION - C;SW;NSW CONSTRUCTION.
6 DMISM
r�/�{Y� PROJECT NUMBER: DKE-16310 5. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISHED GRADE
CQ~ C'DESIGNED BY: CURT BLAZER, PE ELEVATIONS (TOP OF STONE TOP OF GRASS, ETC) UNLESS OTHERWISE
�A( - Y �' 1 ,'v�,.�s NOTED.
/ l 9FfYl� T p� DN POLSTURE 9 r` t74 J`I PROJECT DESCRIPTION 6. CONTRACTOR SHALL FOLLOW COM ALL RECOMMENDATIONS IN THE SITE SPECIFIC
RSIRIBUnpN POLES / V �. q/ GEOTECHNICAL REPORT COMPLETED 8Y 5&ME. DATED DECEMBER 12. 2016.
`.� '�V THE PURPOSE OF THE THE DUKE
IS TO PROVIDE PERMANENT
B Di. r` 9 AY rQ�s DRIVEWAY/PULLOFF TO THE DUKE EN(71GT PROGRESS RIGHT-OF-WAY
ON MAINTENANCE PLAN
a SIDES PROPOSED SOF KING N7 K ROAD
AND
A GRAVEL
RA E ACCESS DRIVE TO THE ND LINE LOCATIONS B!
T. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL CHECKED FOR
8 STABILITY AND OPERATION FOLLOWING HA EVERY RUNOFF -PRODUCING WEEK.ANY
B / PROFITSE EROSION CONTROL FOR THE ACCESS FENCE
GRADING AND RAINFALL BUT B MO CASE LESS THAN ONCE EVERY WET](. ANY NEEDED
PROPOSED STRUCTURES IS PROVIDED BY SILT FENCE ANO STRAW WATTLES. REPAIRS WILL BE MAGE IMMEDIATELY TO MAINTAIN ALL MEASURES AS
DESIGNED.
G .EROSION CONTROL NOTES 2 SEDIMENT FENCES SMALL BE INSPECTED AT LEAST ONCE A WEEK AND
AFTER EACH RAINFALL REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT
EXISTING SWAMP 1. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED DEPOSITS SHALL
FOR TMOVEDHE NEA RNEEDALL ED O PROVIDE
NT, AND ADETO QUATE
6 PRIOR TO ANY GRADING ON SITE THE CONTRACTOR SHALL CALL FORA STORAGE /EDUCE
PRESSURE ON THE FENCE. FENCING MATERIALS AND SEDIMENT DEPOSITS INSPECTION ONCE INITIAL MEASURES ARE IN PLACE. BE REMOVED, AND THE AREA BROUGHT TO GRADE FOLLOWING
2 SEDIMENT/EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM STABILIZATION OF UPGRADIENT DISTURBED AREAS.
EMSnNG WElLnxO ®] /' 8' EVENT, EACH DEWOE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT 3. WATTLES SHALL BE CHECKED AND CLEARED OF SEDIMENT AND DEBRIS
ACCUMULATION PAS REACHED ONE HALF THE CAPACITY OF THE DEVVICE. AND REPLACED AS NECESSARY.
_`/!%// PROPOSED H -FRAME
STRIICNRE BB
SILT FENCE
- T , (TTPJ
• � -� '_r. 940
IVTtl'•4D`O1T
.'.. ._9.44
2' AHC ACCESS ROAD
(SEE DETAIL SHEET 5)
UNITS OF
01mRIMINCE SILT FENCE -
0"P.) OUTLEl3 AT ALL
LOW PUNTS (EYP,)
MEASURES
.•
f 1 43
30 V 15' CLASS
IV RCP O.7
p
8 6
JOB SITE AT ALL TIMES.
4. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES
2805 Maldlan Pmicway
B a
/\
ROU( W 0.25
PROIECnON
PROPGSED -TOM
,}
MCADAMS
c/
NOTED.
1EIePRTARY CONSTIn1CnCN
ENTRANCE
WV. Wi.850 s / L .•
'
CLASS 8 RN -RAP
OUIIFT GISDR
C ARY CONSTRUCOON
TEMPGR
9 / / ENTRANCE
X lar
aL X aw x taYD
/ 6
l
S. ANY GRADING BEYOND THE DENUDED OMITS SHOWN ON THE PIAN IS A
VIOLATION OF THE EROSION CONTROL PERMIT AANDIS SUBJECT TO A FINE
� J=`w
/ /
G
E 2800181.4
`A>:gJW
20' DEP WE1UN0 BUFFER
I-)
GRADING AND EROSION CONTROL LEGEND
w COMPOSITE MATS
EXISTING WETLAND
S / ® FLARED END SECTION
/ S + 250.60 SPOT ELEVATION
/ STORM DRAINAGE
-1P -TP -TP- TREE PROTECTION FENCE
/ / 6
-Sf-SF-SF- SILT FENCE
' NG EDC£ GF -LD -LD- OMITS OF DISTURBANCE
_ P VEMENT
NEn.ANO 81 51RUCNRE TO BE I G V PIPE INLET PROTECTION
STING
REMMEU �'.' .• s Orr ` I E1O511NG SWAMP WATTLE
coewosTE
�.. : d / sHllllllm
c'lOmNc WETLAND {p3 SILT FENCE OUTLET
-FRAME-%-�% WOODED AREA
SReuGTURE 68 250 MAJOR CONTOUR
UW w w
DE 252 MINOR CONTOUR
POLE INSTA_TMS
250_______ EXISTING MAJOR CONTOUR
EXISTNG WETLAND -------252------- EXISTING MINOR CONTOUR
SILT PENCE - - EASEMENT LINE
--------- DEP 20' WETLAND BUFFER UNE
PROPOgD SWITCH.� (y CONSTRUCTION ENTRANCE/EXIT
83-1 ~I y
? \ - a '� GRADING NOTES
77" �
= t 69 IIy'' I� -_ �H♦r' c; '� 1, CONTRACTOR SHALL CALL -NORTH CAROl1N4 ONE CAW (1-B00-
N 5178357 - j/ •/„ --, 832-4949) AT LEASE 48 HOURS PRIOR TO MOBILIZATION TO HAVE
N 5178523 E 2800505.5 yl EXISfR1G llflllllES LOCATED. REPORT ANY DISCREPANCIES TO THE
E 2800450.8 ENGINEER.
1 -I 2. NOT ALL EIOSTNG UTILITIES ARE SHOWN. LOCATIONS SHOWN ARE
APPROXIMATE R IS THE CONTRACTOR'S RESPONSIBILMY TO ACCURATELY
CONCRETE / LOCATE BOTH HORIZONTALLY AND VERTICALLY ALL EXISTING URLMES PRIOR
WASIWT IT - / S ti . - TO THE START ES OR AT I -BOD THE CONTRACTOR SHALL NOTIFY NC811
OR THBR SUCCESSOR TI 1-BODENERGY
PRIOR . EXCAVATION.
THE EVE34T SHALL NOTIFY DUKE ENERGY PROGRESS, INC. IMMEDIATELY IN
THE EVEN OF ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRINGHALL
9:' ` S DUAITE OF ISTURBANCE DEVIATION FROM THE PIAN. COSI TO REPAIR DAMAGED ITTILiTIES SHALL BE
BORNE 8T THE CONTRACTOR.
.. .F... SLT FEN(E / /•. IY ABc ACCE � ROA➢ 1 ALL UTILITIES SHALL BE PROTECTED AND REMAIN ALIVE UNLESS
APPROM.TETS AT Al /• / G (SEE DETAIL SHEET e) OTHERWISE NOTED. CONTRACTOR SHALL NOT DISTURB UTILITY POLES, GUY
`� LOW PUNTS(TPD s / WIRES, OR ANCHORS WITHOUT PERMISSION FOR DUKE ENERGY PROGRESS,
���J�JH'�w iY� EROSION CONTROL NARRATIVE INC.
NOM �+' _ "- wy��. CW"� 6 TIDELAND EARL - AURORA - NEW BERN 7.1(1 KV TRANSMISSION UNE 4. STRUCTURE LOCATIONS WERE PROVIDED THESE
DUKE ENERGY PROGRESS
8..8" IYi 9 ECEMN STRUCTURES 66-1 AND D C (DEP) AND ARE FOR REFERENCE NO ONLY. TISHAL DRAWINGS ARE FOR
MAf �'�i RECEMNG WATERS -UPPER BROAD CREEK (NEUSE RNB2 BASIN) ACCESS ROAD CONSTRUCTION ONLY AND SHALL NOT BE USED FOR UNE
OF WA�.� CS s/ CLASSIFICATION - C;SW;NSW CONSTRUCTION.
6 DMISM
r�/�{Y� PROJECT NUMBER: DKE-16310 5. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISHED GRADE
CQ~ C'DESIGNED BY: CURT BLAZER, PE ELEVATIONS (TOP OF STONE TOP OF GRASS, ETC) UNLESS OTHERWISE
�A( - Y �' 1 ,'v�,.�s NOTED.
/ l 9FfYl� T p� DN POLSTURE 9 r` t74 J`I PROJECT DESCRIPTION 6. CONTRACTOR SHALL FOLLOW COM ALL RECOMMENDATIONS IN THE SITE SPECIFIC
RSIRIBUnpN POLES / V �. q/ GEOTECHNICAL REPORT COMPLETED 8Y 5&ME. DATED DECEMBER 12. 2016.
`.� '�V THE PURPOSE OF THE THE DUKE
IS TO PROVIDE PERMANENT
B Di. r` 9 AY rQ�s DRIVEWAY/PULLOFF TO THE DUKE EN(71GT PROGRESS RIGHT-OF-WAY
ON MAINTENANCE PLAN
a SIDES PROPOSED SOF KING N7 K ROAD
AND
A GRAVEL
RA E ACCESS DRIVE TO THE ND LINE LOCATIONS B!
T. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL CHECKED FOR
8 STABILITY AND OPERATION FOLLOWING HA EVERY RUNOFF -PRODUCING WEEK.ANY
B / PROFITSE EROSION CONTROL FOR THE ACCESS FENCE
GRADING AND RAINFALL BUT B MO CASE LESS THAN ONCE EVERY WET](. ANY NEEDED
PROPOSED STRUCTURES IS PROVIDED BY SILT FENCE ANO STRAW WATTLES. REPAIRS WILL BE MAGE IMMEDIATELY TO MAINTAIN ALL MEASURES AS
DESIGNED.
G .EROSION CONTROL NOTES 2 SEDIMENT FENCES SMALL BE INSPECTED AT LEAST ONCE A WEEK AND
AFTER EACH RAINFALL REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT
EXISTING SWAMP 1. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED DEPOSITS SHALL
FOR TMOVEDHE NEA RNEEDALL ED O PROVIDE
NT, AND ADETO QUATE
6 PRIOR TO ANY GRADING ON SITE THE CONTRACTOR SHALL CALL FORA STORAGE /EDUCE
PRESSURE ON THE FENCE. FENCING MATERIALS AND SEDIMENT DEPOSITS INSPECTION ONCE INITIAL MEASURES ARE IN PLACE. BE REMOVED, AND THE AREA BROUGHT TO GRADE FOLLOWING
2 SEDIMENT/EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM STABILIZATION OF UPGRADIENT DISTURBED AREAS.
EMSnNG WElLnxO ®] /' 8' EVENT, EACH DEWOE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT 3. WATTLES SHALL BE CHECKED AND CLEARED OF SEDIMENT AND DEBRIS
ACCUMULATION PAS REACHED ONE HALF THE CAPACITY OF THE DEVVICE. AND REPLACED AS NECESSARY.
_`/!%// PROPOSED H -FRAME
STRIICNRE BB
SILT FENCE
- T , (TTPJ
• � -� '_r. 940
IVTtl'•4D`O1T
.'.. ._9.44
2' AHC ACCESS ROAD
(SEE DETAIL SHEET 5)
UNITS OF
01mRIMINCE SILT FENCE -
0"P.) OUTLEl3 AT ALL
LOW PUNTS (EYP,)
MEASURES
.•
f 1 43
30 V 15' CLASS
IV RCP O.7
p
8 6
JOB SITE AT ALL TIMES.
4. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES
2805 Maldlan Pmicway
B a
/\
ROU( W 0.25
PROIECnON
PROPGSED -TOM
,}
MCADAMS
c/
NOTED.
1EIePRTARY CONSTIn1CnCN
ENTRANCE
WV. Wi.850 s / L .•
'
CLASS 8 RN -RAP
OUIIFT GISDR
C ARY CONSTRUCOON
TEMPGR
9 / / ENTRANCE
X lar
aL X aw x taYD
/ 6
l
S. ANY GRADING BEYOND THE DENUDED OMITS SHOWN ON THE PIAN IS A
VIOLATION OF THE EROSION CONTROL PERMIT AANDIS SUBJECT TO A FINE
� J=`w
/ /
G
6. DISTURBED AREAS MUST BE STABILIZED AS SOON AS POSSIBLE AND ND LATER
THAN 14 DAYS. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION
`A>:gJW
+
CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY
REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE ON THE PLAN. ALL
i
s
20' DEP WE1UN0 BUFFER
I-)
GRADING AND EROSION CONTROL LEGEND
w COMPOSITE MATS
EXISTING WETLAND
S / ® FLARED END SECTION
/ S + 250.60 SPOT ELEVATION
/ STORM DRAINAGE
-1P -TP -TP- TREE PROTECTION FENCE
/ / 6
-Sf-SF-SF- SILT FENCE
' NG EDC£ GF -LD -LD- OMITS OF DISTURBANCE
_ P VEMENT
NEn.ANO 81 51RUCNRE TO BE I G V PIPE INLET PROTECTION
STING
REMMEU �'.' .• s Orr ` I E1O511NG SWAMP WATTLE
coewosTE
�.. : d / sHllllllm
c'lOmNc WETLAND {p3 SILT FENCE OUTLET
-FRAME-%-�% WOODED AREA
SReuGTURE 68 250 MAJOR CONTOUR
UW w w
DE 252 MINOR CONTOUR
POLE INSTA_TMS
250_______ EXISTING MAJOR CONTOUR
EXISTNG WETLAND -------252------- EXISTING MINOR CONTOUR
SILT PENCE - - EASEMENT LINE
--------- DEP 20' WETLAND BUFFER UNE
PROPOgD SWITCH.� (y CONSTRUCTION ENTRANCE/EXIT
83-1 ~I y
? \ - a '� GRADING NOTES
77" �
= t 69 IIy'' I� -_ �H♦r' c; '� 1, CONTRACTOR SHALL CALL -NORTH CAROl1N4 ONE CAW (1-B00-
N 5178357 - j/ •/„ --, 832-4949) AT LEASE 48 HOURS PRIOR TO MOBILIZATION TO HAVE
N 5178523 E 2800505.5 yl EXISfR1G llflllllES LOCATED. REPORT ANY DISCREPANCIES TO THE
E 2800450.8 ENGINEER.
1 -I 2. NOT ALL EIOSTNG UTILITIES ARE SHOWN. LOCATIONS SHOWN ARE
APPROXIMATE R IS THE CONTRACTOR'S RESPONSIBILMY TO ACCURATELY
CONCRETE / LOCATE BOTH HORIZONTALLY AND VERTICALLY ALL EXISTING URLMES PRIOR
WASIWT IT - / S ti . - TO THE START ES OR AT I -BOD THE CONTRACTOR SHALL NOTIFY NC811
OR THBR SUCCESSOR TI 1-BODENERGY
PRIOR . EXCAVATION.
THE EVE34T SHALL NOTIFY DUKE ENERGY PROGRESS, INC. IMMEDIATELY IN
THE EVEN OF ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRINGHALL
9:' ` S DUAITE OF ISTURBANCE DEVIATION FROM THE PIAN. COSI TO REPAIR DAMAGED ITTILiTIES SHALL BE
BORNE 8T THE CONTRACTOR.
.. .F... SLT FEN(E / /•. IY ABc ACCE � ROA➢ 1 ALL UTILITIES SHALL BE PROTECTED AND REMAIN ALIVE UNLESS
APPROM.TETS AT Al /• / G (SEE DETAIL SHEET e) OTHERWISE NOTED. CONTRACTOR SHALL NOT DISTURB UTILITY POLES, GUY
`� LOW PUNTS(TPD s / WIRES, OR ANCHORS WITHOUT PERMISSION FOR DUKE ENERGY PROGRESS,
���J�JH'�w iY� EROSION CONTROL NARRATIVE INC.
NOM �+' _ "- wy��. CW"� 6 TIDELAND EARL - AURORA - NEW BERN 7.1(1 KV TRANSMISSION UNE 4. STRUCTURE LOCATIONS WERE PROVIDED THESE
DUKE ENERGY PROGRESS
8..8" IYi 9 ECEMN STRUCTURES 66-1 AND D C (DEP) AND ARE FOR REFERENCE NO ONLY. TISHAL DRAWINGS ARE FOR
MAf �'�i RECEMNG WATERS -UPPER BROAD CREEK (NEUSE RNB2 BASIN) ACCESS ROAD CONSTRUCTION ONLY AND SHALL NOT BE USED FOR UNE
OF WA�.� CS s/ CLASSIFICATION - C;SW;NSW CONSTRUCTION.
6 DMISM
r�/�{Y� PROJECT NUMBER: DKE-16310 5. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISHED GRADE
CQ~ C'DESIGNED BY: CURT BLAZER, PE ELEVATIONS (TOP OF STONE TOP OF GRASS, ETC) UNLESS OTHERWISE
�A( - Y �' 1 ,'v�,.�s NOTED.
/ l 9FfYl� T p� DN POLSTURE 9 r` t74 J`I PROJECT DESCRIPTION 6. CONTRACTOR SHALL FOLLOW COM ALL RECOMMENDATIONS IN THE SITE SPECIFIC
RSIRIBUnpN POLES / V �. q/ GEOTECHNICAL REPORT COMPLETED 8Y 5&ME. DATED DECEMBER 12. 2016.
`.� '�V THE PURPOSE OF THE THE DUKE
IS TO PROVIDE PERMANENT
B Di. r` 9 AY rQ�s DRIVEWAY/PULLOFF TO THE DUKE EN(71GT PROGRESS RIGHT-OF-WAY
ON MAINTENANCE PLAN
a SIDES PROPOSED SOF KING N7 K ROAD
AND
A GRAVEL
RA E ACCESS DRIVE TO THE ND LINE LOCATIONS B!
T. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL CHECKED FOR
8 STABILITY AND OPERATION FOLLOWING HA EVERY RUNOFF -PRODUCING WEEK.ANY
B / PROFITSE EROSION CONTROL FOR THE ACCESS FENCE
GRADING AND RAINFALL BUT B MO CASE LESS THAN ONCE EVERY WET](. ANY NEEDED
PROPOSED STRUCTURES IS PROVIDED BY SILT FENCE ANO STRAW WATTLES. REPAIRS WILL BE MAGE IMMEDIATELY TO MAINTAIN ALL MEASURES AS
DESIGNED.
G .EROSION CONTROL NOTES 2 SEDIMENT FENCES SMALL BE INSPECTED AT LEAST ONCE A WEEK AND
AFTER EACH RAINFALL REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT
EXISTING SWAMP 1. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED DEPOSITS SHALL
FOR TMOVEDHE NEA RNEEDALL ED O PROVIDE
NT, AND ADETO QUATE
6 PRIOR TO ANY GRADING ON SITE THE CONTRACTOR SHALL CALL FORA STORAGE /EDUCE
PRESSURE ON THE FENCE. FENCING MATERIALS AND SEDIMENT DEPOSITS INSPECTION ONCE INITIAL MEASURES ARE IN PLACE. BE REMOVED, AND THE AREA BROUGHT TO GRADE FOLLOWING
2 SEDIMENT/EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM STABILIZATION OF UPGRADIENT DISTURBED AREAS.
EMSnNG WElLnxO ®] /' 8' EVENT, EACH DEWOE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT 3. WATTLES SHALL BE CHECKED AND CLEARED OF SEDIMENT AND DEBRIS
ACCUMULATION PAS REACHED ONE HALF THE CAPACITY OF THE DEVVICE. AND REPLACED AS NECESSARY.
_`/!%// PROPOSED H -FRAME
STRIICNRE BB
SILT FENCE
- T , (TTPJ
• � -� '_r. 940
IVTtl'•4D`O1T
.'.. ._9.44
2' AHC ACCESS ROAD
(SEE DETAIL SHEET 5)
UNITS OF
01mRIMINCE SILT FENCE -
0"P.) OUTLEl3 AT ALL
LOW PUNTS (EYP,)
MEASURES
3. A COPY OF THE APPROVED EROSION CONTROL PIAN MUST BE ON FILE AT THE
11HO R 3
D®
,+
8 6
JOB SITE AT ALL TIMES.
4. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES
2805 Maldlan Pmicway
M"b"a. Nqz& C1uoDna 27715
ARE THE RESPONSIBILITY OF THE GRADING CONTRACTOR UNLESS OTHERWISE
PROPGSED -TOM
,}
MCADAMS
c/
NOTED.
STRUCTURE 68-1
\
y y
l
S. ANY GRADING BEYOND THE DENUDED OMITS SHOWN ON THE PIAN IS A
VIOLATION OF THE EROSION CONTROL PERMIT AANDIS SUBJECT TO A FINE
� J=`w
/ /
6. DISTURBED AREAS MUST BE STABILIZED AS SOON AS POSSIBLE AND ND LATER
THAN 14 DAYS. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION
w w w w W
+
CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY
REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE ON THE PLAN. ALL
An
B
GRADED SLOPES STEEPER THAN 3:1 MUST BE SEEDED & MULCHED WITHIN 7
Ls w w w
DAYS OF COMPLETION OF GRADING. ALL REMAINING DISTURBED AREAS ARE TO BE
SEEDED AND MULCHED WITHIN 14 DAYS. SEE THE GROUND STABILIZATION CHART
ON THIS SHEET FOR ADDRIONAL REQUIREMENTS.
w w
1Yc-TI.ANO 11 g
7. ADDTITONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED
BY A REPRESEMATNE OF THE SEC DEPARTMENT.
INSTALLATION AND MAINTENANCE OF ALL PROPOSED SEDIMENTATION & EROSION
/EIIING
IGRAPHIC
-
SCALE
eDWITH
CONTROL MEASURES IS REWIRED. THE CONTRACTOR MAY BE ALLOWED, WITH
PRIOR APPRVALFROM THE OWNER, TO COORDINATE CHANGES TO THE PIAN
TH
ON-SITE SEC INSPECTOR AND THE ENGINEER OR THE OWNEYB
REPRESE
1 inch = 40 fl
9. CONTRACTOR WILL D TO LOCATE SILT FENCE OUTLETS AT LOW POINTS IN SILT
CONTRACTOR WILL
FENCE AS REQUIRED RTO PROVIDE REIJFF FROM CONCENTRATED (LOWS.
•t' \ w V w w
10. ALL DIMENSIONS AND GRADES SHOWN ON THE PIANS SHALL BE FIELD VERIFIED
w w w
BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE
I
w
GENERAL CONSTRUC71ON SEOUESCF
OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION
FOR NECESSARY PLAN OR GRACE CHANGES. NO EXTRA COMPENGATIUR SHALL BE
ENFnRCEM umE +- FABLRE ro FOLLOW HHB WNSRUCTMI
8 BEGIN CLFAAe1C, GRU_0 AND G,ADNG OF SITE IN
PND TO THE CONTRACTOR FOR ANY WORK GONE DUE TO DIMENSIONS OR
' w y
SFAUEteCE HAY P6VIS W ESDRCEMEONT ACTIONS, WCLEIDIND 8Ui
NOT UYIIFD ro CML PEALRETA IHUIC'I8E REthF, rr818NAL
ACOcRIMMOE WTW THE APPPOVED 5✓OF COHRML PLAN.
GRADES SHOWN INCORRECTLY ON THESE POURS IF SUCH NOTIFICATION HAS NOT
BEEN GIVEN.
PELLLTIES, NTD PEBHIT 1iEW1AlNN1. ApDI1pNN1Y, GFF�SIIE
SFDIMEHTAnON WY gESRT W TeESTORN1011 IHWREIIETOS
7 PROVIDE ALL DSNRBFD ARDN3 WITH GROUND COYER WITHIN 14
WFNOAR DAYS .FDR COMPLflION OF ANY PHASE OF
11. REQUIRED TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO BEGINNING
F E%C65NE SEDIMENT IS LEAVING THE SIE A
�NeVISED
�'�'�• 6MR&N9 OR 6RAgNG THE SEEMNO, SDSIBED
PPFPAMTION. MULCH AND/OR ROUID EROSIDPI OONRtU.
µ
1D DISTURBANCE
MEMAILDx SFDANO EtOSION COMRIL PVN - BE
ROGURED. WON ASSOUATEO REgINIyE83 FDR A➢OLIIDNAL SAE
PRU8ICT WSMLAIgN MUST BE W ACCORDANCE WIN. EHE
SEEDING SCHEDULE PgA1DFD IN ONS 5&E PIAN. NOTE: SDPES
12 RIS THE RESPONSIBILITYSMAY OF THE CONTRACTOR TO KEEP ALL DIRT OFF PAVED
uEu4U1F-S.
IN EXCESS aF 3H:1V SLNL 1E BfAgItIIEp - ] DAYS AND
FOR MODERATE SWITHINTIFI.FS (SETOFFS IEA THAN 3 m SOUL BE
ROADS. HEAVY MATS MAY BE USED IN LIEU OF ROCK CONSTRUCTION ENTWWC6
AS DETERMINED BY THE ON-SITE INSPECTOR.
t. 08TNN PVN APPROVAL AND G118R APPlY.1BLE PET81115
LIAR THIS 9&ET Erre AOOIRrrAL REOURdF1N1G.
13. R IS THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP ALL SEDIMENT ON SUE
2 OBTAIN ax APilmVETI (GAWPED} SyB CDNTBDL PVN AHD KEEP rt
I' PfroVmE PEtawkNf cRawmCa.ER FDR Iu D6NABFD AAFAS
TU
AND ENSURE NO SEDIMENT LEAVES THE LIMITS OF DISTURBANCE OF THE
PROJECT, THIS MAY REWIRE INSTALLATION OF ADDITIONAL EROSION CONTROL
ON SIE kiI1HFR W THE IHS+ECIDN Bo%, CDHSIgUCnDN OFFICE
aft WIW ltff CONUMCIDR
WRQ 14 WDRX,.B DAYS DR 8o CAtFeRVt Dq5 (WNXHEVER IB
SHORTER) FOLLOMNG CONREINN aF CU61MI4DU1 ON
OEYEDPYEM.
MEASURES ABOVE AND BEYOND WHAT IS SHOWN ON THE PIANS. IF
ENVIRONMENTAL OR SITE CONDITIONS WARRANT ADDITIONAL EROSION CONTROL
a RAG ONE WOWL WITS AND MARK ME 1R¢ PROTECTroN AND
BUFFER PROTECIWN AREAS R APPI1CliB1E
9. PFAWNFNRY mAaNTE ALL GRACED AREAS ANO Gut XWpIIR
MEASURES, CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM DEP
REPRESENTATIVE EROSIONSM CONTROL MEASURES DAMAGED OR REQUIRED DUE TO
�"'
4. NO CRAOBEI ACIMIBS SeIALL OCNR WITHOUT PgWR APPROVAL
LAS EN, DGM INBPBCD M ACEI E181SION AND
UNIT,, TAIKW CONTROL m ASIS SULL RENNIN W PUCE
UNILL PEBANEET MLEAl10H 6 ESTIBIJSAFT
CONTRACTOR ACTIONS SHALL 8E TIff RESPONSIBILITY OF THE CONTRACTOR. ALL
AC
EROSION CONTROL MEASURES SHALL BE PROPERLY MAINTAINED THROUGHOUT
,�•,,'CN GARoz
FROM tYDENR CDMAW NCDEBET LAND OWiIIY SFLIgN (N8)
AT LEAST
CONSTRUCTION AT NO ADORIONA COST TO DEP.
Q- ,.•^•^..,
O CE55A y
=} �^'•.9 :_
1) 48 HOME PMOR ro az6UNTaNG
to T�uovE ALL ERcmox wxlnoL MFASIII8:5 AFTER EHE xmnHue
lD9 U15PECIOR GRAMS APPROVAL OF FE__ STABDRAION.
BIDDING AND PF,P.MIT7'ING SET
- SEAL
_ _
5 VSULL CQeBTRUC00H ECREA/ECGT. sar FENGNO, almc Dells
W4ELES, AMD OMFR 9NIRAL E1m510T1 lbNiROL
FINAL DRAWING -NOT RELEASED FOP. CONSTRUCTION
GRAPHIC SCALE - L 033U " E SPEUFBD W THE PV11 RELIM'E 014Y 111FFH .181 (RIp1IIDACQVEn
&¢ T ` HEfE3yYtY TO 86TALL THE9:
16
I inch = 30
TOTAr`LDISTURBED AREA = 0,92 ACRES
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2805 Maldlan Pmicway
M"b"a. Nqz& C1uoDna 27715
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(800)799-5W-McAd-Cocom
ItDUKE
1DELAND EMC - AURORA - NEW BERN 230 kV TRANSMISSION
SWITCH STRUCTURES 66-1 & 68-1
GRADING, DRAINAGE, AND EROSION CONTROL PLAN
LOCATIONCRAVEN COUNTY, NC
SCALE 1"=20' soALE RATIO 1:1 PRd No. DKE-16310
DRAYN ABP CM CM8 AFP. -
DAIE 5/16/17 Duro. N0. CT -70135, SHEET 4 OF 5

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NOTE: THE SECTIONS SHOWN ME BASED ON DUKE ENERGY REQUIREMENTS, CONTRACTOR
SHALL REFERENCE DUKE ENERGY SPECIFICKTIONS FOR ADDITIONAL RECOMMENDATIONS. 16'-0' OR AS SHOWN
3' S9.58 SURFACE COIRSE - (2) LIFTS AT IS' THICK3' S9. SB SIRFA. COURSE - (2) LIFTS AT I.6' THICK 12' ABC 51Orc BASE
s' ABC STOLE BASE 9' ABC STONE BASE
MOTEZDI£ F—C GEOTC, . FABRIC
(MMM 500% OR APPROVED EQUAL) (IWAAET 500K OR A CNED EQUAL) COMPACTED SUBRAME
COMPACTED SIBGRADE COMPACTED SIBGRADE SEE AND REI>OM
SEE SPEOFlCA—S AND GEOTECHNICAL SEE SPECIFICATIONS AND GEOTECHNICAL OR PEWIRFME1115
REPORT FOR REQUIREMENTS REPORT FOR RREM
EQUIENTS.
Ix 911PE
ASPHALT DRIVEWAY APRON DETAIL DETAIL 'A' ASPHALT DRIVEWAY DRI�WAY APRON DETAIL 'BAPRON DETAIL 'B'
N.T.S. N.T.S.
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COMPACTED S80"IADE
SEE S CIFICATOHS MD GEOTECHNICAL
D SLOPEST11____ REPORT FOR REWIRENENTS
1:1 MAX $LOPE Pw =9 W
ABC GRAVEL - ACCESS ROAD DETAIL
�TI> N.T.S.
DATE
TY%CAL SEEDING SCHEDULE FOR COASTAL AREAS
N T.S
I�
'�
1HE JOHN R..S
INC.
COMPANY. INC.
2905 Muddle, Park"y
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D SLOPEST11____ REPORT FOR REWIRENENTS
1:1 MAX $LOPE Pw =9 W
ABC GRAVEL - ACCESS ROAD DETAIL
�TI> N.T.S.
DATE
TY%CAL SEEDING SCHEDULE FOR COASTAL AREAS
N T.S
I�
'�
1HE JOHN R..S
INC.
COMPANY. INC.
2905 Muddle, Park"y
^` Awn. North Croft, 27713
11— No.: 0-0298
MCADAMS
(8w'7&' -5w• l ir�ld—^r .rnm
I
DUKE
ENERGY. ,
CONCRETE FLARED
END SECTION
15.0 CIASS IV RW --\
13'0 CLASS N RW I
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NCDDT CLASS '8' RIPRM
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(SEE NOTE)
9AONAA
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1. A FILTER BLANKET IS TO BE INSTALLED BETWEEN RIE RIPRAP AND SOL FOUNDATION. THE
FILTER BLANKET WILL CONSIST OF A MINIMUM i RACK LAYER OF STONE (NCDOT /57)
UNDERLAIN WITH MIRAFI FILTER WEAVE TOO OR ENGINEER APPROVED EQUIVALENT
20�FSS 10V
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R.TWIAc - �rrr I;Eu!nseD FOR ('o]STRItuON
1YPICAL VELOCPIY DISSIPAI OR
N T.S
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1HE JOHN R..S
INC.
COMPANY. INC.
2905 Muddle, Park"y
^` Awn. North Croft, 27713
11— No.: 0-0298
MCADAMS
(8w'7&' -5w• l ir�ld—^r .rnm
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1DElAND EMC - AURORA - NEW BERN 230 kV TRANSMISSION
SWITCH STRUCTURES 66-1 & 68-1
SITE AND EROSION CONTROL DETAILS
LocAmN CRAVEN COUNTY, NC
SCALE NTS scALE RAm 1:T PR& No. DKE-16310
DRAWNABP CHK CMB APP. -
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AT PAINT 14 /A A—To .SNOW yTY L/NE 9, 9,—,
CAROLINA POWER & LIGHT COMPANY
L EGE/VO BALOGH, N C
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