20190914 Ver 1_Mod to Approved Impacts_20200715

From:
Steffens, Beth
To:
Scarbrauah.Anthonv
Cc:
Covil. Patrick
Subject:
RE: [External] RE: 401 WQC Approval Letter for Bridgeton 115KV Substation (DWR Project No. 19-0914)
Date:
Thursday, July 16, 2020 7:37:50 AM
Attachments:
image002.ong
RE SAW-2019-01397 Culvert Ouestion.mso
• less vou verify. Send all suspicious email as an attachment to renort.spamianc.eov
Anthony,
Yes. She said email documentation of change was adequate (please see attached).
Thanks,
Beth
Beth Steffens, PE
Site/Civil Department Manager
Dewberry
919-923-2306
From: Scarbraugh, Anthony <[e-mail]>
Sent: Thursday, July 16, 2020 5:01 AM
To: Steffens, Beth <[e-mail]>
Cc: Covil, Patrick <[e-mail]>
Subject: RE: [External] RE: 401 WQC Approval Letter for Bridgeton 115KV Substation (DWR Project No. 19-0914)
[CAUTION] External Email. Do NOT click links or open attachments unless expected. Please use the "Phish Alert" button to report all suspicious emails.
Beth,
Have you discussed the proposed change with Ms. Thompson of US Army Corps of Engineers?
Regards,
Anthony
Anthony Scarbrough
fMEQ`5 North Carolina Department. of En�-lrnnmental Quality
252.948.3924 (Office)
"~ Anthony-Scarbraugh@Wlenr gov
&Yk3i CQ)'9Spolider7CB 10 aid &OM Ui6 ad FOSS ,s &A4BGt 10 Ve Ab1h Caroirry f' "C ReC00919W 3 i
may be 0i h7 Rr pff!Nn
From: Steffens, Beth[mailto:esteffens(@Dewberry.com]
Sent: Wednesday, July 15, 2020 4:45 PM
To: Scarbraugh, Anthony <anthony.scarbraugh a(7ncdenr.gov>
Cc: Covil, Patrick <[e-mail]>
Subject: [External] RE: 401 WQC Approval Letter for Bridgeton 115KV Substation (DWR Project No. 19-0914)
Anthony,
Duke Energy is proposing to keep an existing 34' culvert in place rather than remove it (see attached figures). This would eliminate
the 34' of temporary stream impact listed in the permit. Does the NCDEQ need any documentation other than this email for this
revision?

Type of Impact
Amount Approved
Amount Approved
Plan location/
(units)
(units)
Reference
Permanent
Temporary
Attached
Wetland
WA-1
0.16 (acres)
0 (acres)
Figures: 5 and 11 ❑f
18
WA-2
0 (acres)
0.09 (acres)
Stream
S-1 (Installation of 2
125 (linear feet)
0 (linear feet)
Figures: 5 and 11 of
Culverts)
1�
5-2 (culvert removal)
0 (linear feet)
34 (linear feet)
Thank you,
Beth
Beth Steffens, PE
Site/Civil Department Manager
Dewberry
919-923-2306
From: Scarbraugh, Anthony<anthony.scarbraugh(@ncdenr.gov>
Sent: Friday, August 30, 2019 3:57 PM
To: Steffens, Beth <[e-mail]>
Cc: Jones, Jerry R <Randall.Jones(@ncdenr.gov>; Thompson, Emily B CIV USARMY CESAW (US (Emily.B.Thompson(@usace.army.mil)
<Emily.B.Thompson(@usace.army.mil>
Subject: 401 WQC Approval Letter for Bridgeton 115KV Substation (DWR Project No. 19-0914)
[CAUTION] External Email. Do NOT click links or open attachments unless expected. Please use the "Phish Alert" button to report all suspicious emails.
Ms. Steffens,
Please find attached the 401 Water Quality Certification approval letter for the proposed project. If you have any questions, please
feel free to contact me.
Regards,
Anthony Scarbraugh
Anthony Scarbraugh
Environrr 43Wf2l Specialise II, Watu Resources
::D-EQ5 North Carolina Department of Envimnmcntal Quality
252-948.3924 (Office)
~ Anthony- Scarbraugh[a3-deny-gov
G-"W cwwpa 6Ym io"tam uis actress s a tIlet Ao vie l bih Ca Dfm flrolc Rx xas Law a xt
may be dsdbsed to laid pamos-
Visit Dewberry's website at www.dewberry.com If you've received this email even though it's intended for someone else,
then please delete the email, don't share its contents with others, and don't read its attachments. Thank you.
Visit Dewberry's website at www.dewberEy.com If you've received this email even though it's intended for someone else,
then please delete the email, don't share its contents with others, and don't read its attachments. Thank you.

.............
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PARCEL /D. 2-043-050
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PARCEL 1 & 2
LEGEND
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60 0 30 60 120
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Dewberry'
Dewberry Engineers Inc.
2610 WYCLIFF ROAD
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
18" WIDE TRENCH IMPACTS
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EX. TRANSMISSION LINE
L U.- 1185401
DUKE ENERGY PROGRESS, INC.
p/n/o
CAROLINA POWER & LIGHT COMPANY
PARCEL ID. 2-043-075
D.B. 1068, PG. 740
NGB HOL
PARCEL /D.-
TREE CLEARING AREA O.B. 1RAAC
- NO GRUBBING
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DUKE ENERGY PROGR
p/n/o
CAROL/NA POWER & L/G
/ PARCEL /D. 2-04
D. B. 1068, PG.
/ WETLAND MATTING TO BE
USED FOR TRANSMISSION LINE
CONSTRUCTION ACCESS
DATE TITLE SHEET NO.
01.27.2020 WETLAND IMPACTS EXHIBIT
PROD. NO. PROJECT
BRIDGETON 115KV SUBSTATION
50102846 3431 HWY 17
WA-14A

I, BRADLEY D. PHILLIPS CER77FY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION
FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION: (DEED DESCRIP77ON RECORDED
IN BOOK 1066, PAGE 350, DEED BOOK 1068, PAGE 740 AND DEED BOOK 1068, PAGE
555,• THAT THE BOUNDARY NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
INFORMA77ON (AS SHOWN ON MAP),• THAT THE RA770 OF PRECISION OR POSI77ONAL
ACCURACY AS CALCULATED IS k49,000; AND THAT THIS MAP MEETS THE REOUIREMENTS
OF THE STANDARDS OF PRAC77CE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC
56.160
THIS DAY OF ___.j -- 2018.
A-A_
PROFESSION LAND SURVEYO
LICENSE N ER L--5088
I, BRADLEY D. PHILLIPS, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT AND RESPONSIBLE
CHARGE FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION; THAT THIS GROUND SURVEY WAS
PERFORMED AT THE 957. PERCENT: CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE
STANDARDS,' THAT THIS SURVEY WAS PERFORMED TO MEET THE REOUIREMENTS FOR A
TOPOGRAPHIC/PLANIMETRIC SURVEY TO THE ACCURACY OF CLASS A. AND VERTICAL ACCURACY WHEN
APPLICABLE TO THE CLASS C STANDARD AND THAT THE ORIGINAL DA TA WAS OBTAINED ON JULY 7, 2018,
THAT THE SURVEY WAS COMPLETED ON ✓UNE 10, 2018; THAT CONTOURS SHOWN AS [BROKEN LINES] MAY NOT
MEET THE STATED STANDARD; AND ALL COORDINATES ARE BASED ON NORTH CAROLINA STATE PLANE WAD 83'
2011 AND ALL ELEVA77ONS ARE BASED ON NA VD 88. ASUWRVW)4;
LA
LICENSE NUMBER L-5088
I, BRADLEY D. PHILLIPS, CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL GPS SURVEY MADE
UNDER MY SUPERVISION AND THE FOLLOWING INFORMATION WAS
USED TO PERFORM THE SURVEY.•
(1) CLASS OF SURVEY- A
(2) POSITIONAL ACCURACY 0.07'
(3) TYPE OF GPS FIELD PROCEDURE • RTK
(4) DA TES OF SURVEY JUL Y 7-JUL Y 10, 2018
(5) DATUM/EPOCH- NAD 83 (2011)
(6) PUBLISHED/FIXED-CONTROL USE NCVRS
(7) GEOID MODEL: 12A
(8) COMBINED GRID FACTOR(S): 0.999877889
(9) UNITS.- U.S. FEET
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COMP PT -� r
ECM
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INV 24" METAL PIPE=1222
EVEL YN HARTLEY MARTIN
PARCEL ID: 2-043-010
D.B. 1415, PG. 110
/
LEGEND
LINES SURVEYED
LINES NOT SURVEYED
TIE LINES - -
OLD INTERIOR LINE - - - - - -
OVHD DISTRIBUTION LINE -
ABBREVIATIONS
(OVERHEAD)
IP = EXISTING IRON PIPE/PIN
RIGHT-OF-WAY - -
IR = EXISTING IRON ROD/PIN
EPK = EXISTING PK-NAIL
p IRON PIPE (F) [9 CON. MON.(F)
NIP = NEW IRON PIPE (1/2" SET)
ECM = EXISTING CONCRETE MONUMENT
COMPUTED POINT
NPK = NEW PK-NAIL (SET)
GUY ANCHOR
R/W = RIGHT OF WAY
RCP = REINFORCED CONCRETE PIPE
LIGHT POLE
CGF = COMBINED GRID FACTOR
EP = EDGE OF PAVEMENT
`� RETAIL POWER POLE
EG = EDGE OF GRAVEL
-� NTS �--- NOT TO SCALE
CONC. = CONCRETE
GM = GAS METER
FL = FLUSH WITH GROUND
WOODS LINE
AG = ABOVE GROUND
BG = BELOW GROUND
- X- CI-F x- CHAIN LINK FENCE
=
UG UNDERGROUND
PA = PROPERTY LINE
RCP
- REINFORCED CONCRETE PIPE
CA = CENTERLINE
CMP
RRS = RAIL ROAD SPIKE
= CORRUGATED METAL PIPE
CID = COMPUTED POINT (NOT SET)
plp
- DUCTILE IRON PIPE
MAG MAGNET
NL = NAIL
ELEC = ELECTRIC
n
US/Gyp NCGS NGS ASKIN (OBSERVED)
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150' PUB R/iL N = 532> 106.50
_ G/C E = 2,581,14361
p.B.' S pG \ ELEV = 23.60
NCGS NGS NO DISK (OBSERVED)
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r �N- �- E = 2> 581, 080 03
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OLD BLOOr- P�n�a-
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CAROLINA POWER & LIGHT COMPANY
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PARCEL . ID. 2-043-050 ✓ r
D.S. .1066, PG. J50 \1 . 232'
83
PARCEL '1 & 2 (TOTAL)
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112" IP 2" AG SY LA YED OVER ECM 943.72' ECM COMP PT
LU.• 1185401
DUKE ENERGY PROGRESS, INC.
P1n1a
CAROLINA POWER & LIGHT COMPA
PARCEL ID: 2-043-075
WILLIAM WESCOTT BROWN, JR. AND WIFE D.B. 1068, PG. 740
KRISTI L. ENGLISH BROWN
PARCEL ID: 2-043-050
D.B. 3161, PG. 222,
ALL PLA T CABINET G, SLIDE 194-C
Line Table
Line ,#
Direction
Length
L 1
S7727'06 "W
20.01
L2
N407934 "W
18.25
L3
N68 01 06 E
J2.80
L 4
S2120'16 E
50.20
L5
N407934"W
52.20
L6
S2120'161F
2222
35,
GENERAL NOTES
1) IRON PIPES AT ALL CORNERS UNLESS OTHERWISE NOTED.
2) METHOD OF COMPUTATION IS BY COORDINATE
CALCULATION.
3) THE PROPERTY IS SUBJECT TO ANY EASEMENTS,
AGREEMENTS, OR RIGHTS -OF -WAY PRIOR TO THE 'DATE
OF THIS MAP WHICH WERE NOT APPARENT AT THE TIME
OF MY INSPECTION AND MIGHT OTHERWISE BE 'DISCLOSED
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DAvis • MARTIN • PowFi.L
ENGINEERS & SURVEYORS
6415 OLD PLANK RD, HIGH POINT, NC 27265
[phone] 1 WWW.DMP-INC.COM I LICENSE: F-0245
STR #1 2-35
NGB HOLDINGS, LLC
PARCEL ID: 2-043-073
D. B. 3372, PG. 234,
TRACT TWO
HE77.ANDS FLAGS
*B-1A THRU WB-4A
LU.- 1185402
TLANOS FLAGS DUKE ENERGY PROGRESS, INC.
-1 THRU TB-3 n a
CAROLINA POWER & LIGHT COMPANY
/ PARCEL ID: 2-043-074
j D. B. 1068, PG 555
78-1
ECM 6" AG
STR ,Y42 70 LDf
WA-14A
BY AN ATTORNEYS TITLE OPINION WHICH AS OF DATE
SHOWN HEREON HAS NOT BEEN SUPPLIED TO
DAVIS-MARTIN-POWELL ENGINEERS & SURVEYORS. THERE'
MAY BE EASEMENTS OR OTHER MATTERS OF RECORD
AFFECTING THIS PROPERTY NOT SHOWN HEREON.
4) FLOOD CERTIFICATION: THIS PARCEL IS NOT LOCATED 1N A
SPECIAL FLOOD HAZARD AREA AS SCALED FROM MAPS
FURNISHED BY NORTH CAROLINA "FLOOD PLAIN MAPPING
PROGRAM- DATED JULY 2. 2004. SUBJECT TO VERIFICATION
BY DETAILED FLOOD MAP STUDY. SEE :COMMUNITY PANEL
NO. 3720558300J.
5) THIS SURVEY SHOWS EXISTING SITE CONDITIONS AS OF SITE: 108509 FOR SOURCE OF TITLE REFER TO DB. 1066, PG. 350, D.B. 1068, PG. 740 & D.B. 1068, PG. 555
JULY 10, 2018.
6) ALL DISTANCES ARE HORIZONTAL GROUND UNLESS NOTED
OTHERWISE. DUKE ENERGY PROGRESS, LLC .
7) COORDINATES SHOWN ARE BASED ON THE NORTH '
CAROLINA GRID SYSTEM (NC3200) NAD 83 (2011) AND 165 A S K I I V S BRICK ROAD, E R N U L
WERE OBTAINED USING THE NCVRS SYSTEM AND
ELEVATIONS ARE BASED ON NAVD88 (GEOID,.12A) B R I D G ETO N 1 1 5 kV SUBSTATION
8) UNDERGROUND UTILITY LINES AS SHOWN WERE TAKEN
FROM SURVEY LOCATION OF BOUNDARY & PARTIAL TOPOGRAPHIC SURVEY
FIELD MARKINGS PROVIDED BY NC 811 ONE .CALL
SERVICE CENTER. UTILITY LOCATIONS
SHOULD BE CONSIDERED APPROXIMATE IN LOCATION.
DMP DOES NOT CERTIFY TO THE NO. 2 TOWNSHIP
ACCURACY OF
CONTRACTOR STRESPONS BHE ILE FOR OF THE MARKINGS, C R AVE, N ` G `
VERIFYING ALL UTILITY LOCATIONS PRIOR TO. DIGGING, f�1 1�
NC 811 ONE CALL TICKET BOOK: N/A 60 30 0 60 120 180 CREW: SRR 40o S.
REFERENCE # C181590999, .C18.1590954 & C181590974.
DATE: 7-12-18 PO
DRAWN BY: DRW
SCALE: 1 "= 60' SCALE IN FEET R.O.P.= 10,000'+ CHARLOTTE
TELEPHONE P
LAND UNIT: 1 185401 , 1185402 & 1185403 MAP: 1 04929-003151