20180451 Ver 1_More Info Received_20180525

Strickland, Bev
From: Joey Lawler <[e-mail]>
Sent: Friday, May 25, 2018 2:18 PM
To: Homewood, Sue
Cc: DePalma, Alicia
Subject: [External] RE: PNG
Attachments: Line 328 Looping (Line 442) - DWR Notes 20180525.pdf, 04-09_AERIAL - SHOWING
EXISTING LINES.PDF
Sue — please see the additional information that you requested for Line 442:
• The aerials with the addition of the existing gasline
• The preliminary E&SC drawings at the HDD stringing locations with note and the Page depicting Stream S30 with
an additional note.
Please let me know if you need anything else -j.
Joey Lawler, PWS
Natural Resources Project Manager
!
S&ME
9751 Southern Pine Blvd.
Charlotte, NC 28273
0: 704.523.4726
111 E
M: 704 604 6474
www.smeinc.com
au I L T FOR
LinkedIn I Twitter I Facebook
VERSATILITY
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From: Homewood, Sue [mailto:[e-mail]]
Sent: Friday, May 18, 2018 4:25 PM
To: Joey Lawler <[e-mail]>
Subject: PNG
I have a few questions and it'll probably be easier for you to be looking at the drawings when we talk. I'll be in for a
short while on Monday morning then I'm in stream class all week. I'll call you when I get in, if we can't connect we'll do
our best via email or catch up the following week.
Thanks,
1

Sue Homewood
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality
336 776 9693 office
336 813 1863 mobile
Sue. [e-mail]
450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

OWNERSHIP
ROBERT B. STIMPSON
U.S. HIGHWAY 311 /NEW WALKERTOWN ROAD
FERRELL CONSTRUCTION CO.
FERRELL CONSTRUCTION CO.
BOBBY LEE THORE AND DEBORAH THERE CHARLES
SANDY DILLON YOKELEY
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S)
PRELIMINARY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
FOR REVIEW
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
Piedmont
LINE 328 LOOPING (LINE 442 )
SHEET(S) 5 OF 29
DWG SCALE AS NOTED
1
06/01/18
ISSUED FOR PERMIT
GAT
CJS
TAH
AREA CODE
-
DATE
INITIALS
N/A
REGIONAL
DWG DATE 03/15/2018
SUPERSEDED
ACCOUNT NUMBER
-
ENGINEER
8.A17009-STA 16+00 TO 38+00
DATE
ILS
ONLY
PROJECT NUMBER
0351420
N/A
MGR TECH
Natural G
DRAWING NUMBER
REVISION
DRAWING BY
LRM
REC & STD
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
KERNE RSV I L L E, NORTH CAROLINA
P N G—C-442-000000
A
STATION ID
XX-X-XX-XXX-XXXX
DATE
INITIALS
PRINCIPAL
ENGINEER
PROFESSIONALENGIARCHSTAMPN/A
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
----- NORTH CAROLINA
CHECKER INITIALS
RJB
DISCIPLINE / RESOURCE CENTER / LINE NUMBER

OWNERSHIP
WADE W. WESTMORELAND, et al
DARREL T. WESTMORELAND & STEPHANIE C. WESTMORELAND
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S)
PRELIMINARY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
FOR REVIEW
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
Piedmont
LINE 328 LOOPING (LINE 442 )
STA 83+00 TO 102+00
SHEET(S) 8 OF 29
DWG SCALE AS NOTED
1
06/01/18
ISSUED FOR PERMIT
GAT
CJS
TAH
AREA CODE
-
DATE
INITIALS
N/A
REGIONAL
ENGINEER
DWG DATE 06/01/18
SUPERSEDED
ACCOUNT NUMBER
-
DATE
ILS
ONLY
PROJECT NUMBER
0351420
N/A
MGR TECH
Natural G
DRAWING NUMBER
REVISION
DRAWING BY
LRM
REC & STD
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
KERNE RSV I L L E, NORTH CAROLINA
P N G—C-442-0000008
A
STATION ID
XX-X-XX-XXX-XXXX
DATE
INITIALS
N/A
PRINCIPAL
ENGINEER
PROFESSIONALENG/ARCHSTAMP
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
CHECKER INITIALS
RJB
DISCIPLINE /RESOURCE CENTER /LINE NUMBER

OWNERSHIP
CLARENCE L. RIERSON
WILLIAM CHARLES EDWARDS
TIMOTHY D. HUBBARD
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PHOTO DOCUMENTED. CONTACT NCDWR, SUE HOMEWOOD -
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336-776-9693, FOR INSPECTION UPON COMPLETION OF RESTORATION.
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0 1,829'
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CONST. METHOD
CLASS /MAOP
3
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
REF. DWG(S)
PRELIMINARY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *
TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
FOR REVIEW
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
Piedmont
LINE 328 LOOPING (LINE 442 )
SHEET(S) 22 OF 29
DWG SCALE AS NOTED
1
06/01/18
ISSUED FOR PERMIT
GAT
CJS
TAH
AREA CODE
-
DATE
INITIALS
N/A
REGIONAL
DWG DATE 06/01/18
SUPERSEDED
ACCOUNT NUMBER
-
ENGINEER
STA 425+00
TO 443+29
DATE
ILS
ONLY
PROJECT NUMBER
0351420
N/A
MGR TECH
Natural G
DRAWING NUMBER
REVISION
DRAWING BY
LRM
REC & STD
COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP.
KERNE RSV I L L E,
NORTH CAROLINA
P N G—C-442-0000022
A
STATION ID
XX-X-XX-XXX-XXXX
DATE
INITIALS
N/A
PRINCIPAL
ENGINEER
PROFESSIONALENG/ARCHSTAMP
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
CHECKER INITIALS
RJB
DISCIPLINE /RESOURCE CENTER /LINE NUMBER

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OPEN WATER GIS BASE LAYERS WERE OBTAINED FROM FORSYTH COUNTY AND NC ONEMAP. PROJECT DESIGN x .,y{ _ r FIGURE NO.
®WETLAND INFORMATION WAS OBTAINED FROM HGA. STREAM AND WETLAND FEATURES WERE DELINEATED IN - k y s�All
---- THE FIELD USING GPS EQUIPMENT CAPABLE OF SUB-METER ACCURACY. THIS MAP IS FOR �' 0 400 } 800 r
LIMITS OF DISTURBANCE INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY # 46
---- ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. (FEET)

N r.
p WALKE410
R RIDGE=D.R
.s
_-PAR 'ELL RIDGE DR vii • p,�` }•� `'� •''� '' -�� �� '1
-imp. ��4 -7
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41
c7 1ti •� Z .'� .'lk � `' : �.� � '✓.C/ �. + � `fir '
2 WETLAND
O
------ Q HEADWATER FOREST +'� w Q Q
0.055 AC. IN PROJECT AREA r . 'f .'.' 2 V
SEE FIGURE 31', wr .+tIN'A L•N
Ir
41g
=,•.:: •k
_{:x:�PMSEUR• DR;I FOy z 0
r•- t ' ,�f5�•I' �r ''{! 'fit+' S' - fi.: + _ 6,
Lu Z
LIM 1.4
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L `4
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LL
+
ti r=- ---ROYAL GATE RD- ►=
--
_ - m+�
• u =: �I Y r �
•SUDSBEE L-N-� � �-- �_ � .. � : f �'�'� _� . -, � .� �. ice' •-� �s •' -�
rt' - -%—GOSPEL LIGHT•CHURCH-RD. �o- ;KINGS-GATE=DRQ' }
At
`
EXISTING TRANSMISSON
•_ k••
PIPE CENTERLINE - - _ _ mss. A
M: IT
SCALE:
HDD BORE INSTALLATION _
}' �, .�:'oi,.' ��, 1 ' = 500'
-- ACCESS ROAD CENTERLINE *. ri t I r 4a f_
DATE:r Al.
kCULVERT
5-21-18
>- - - STREAM CENTERLINE T h , : PROJECT NUMBER
STREAM BANKS °` ''' I •r _ 7435-17-044
REFERENCE: + +.fGAL-L-ANT_ LN
OPEN WATER GIS BASE LAYERS WERE OBTAINED FROM FORSYTH COUNTY AND NC ONEMAP. PROJECT DESIGN I 6 FIGURE NO.
® WETLAND INFORMATION WAS OBTAINED FROM HGA. STREAM AND WETLAND FEATURES WERE DELINEATED IN ? I J Y
THE FIELD USING GPS EQUIPMENT CAPABLE OF SUB -METER ACCURACY. THIS MAP IS FOR 0 400 800.
-- LIMITS OF DISTURBANCE INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY (FEET)
---- ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. 5yi
5.�ie
*G ■ '•� � - � •. :� •.rte .� G. Y' 1� � k

At
3 + L y r r + + J-L"AS'1 •D� _YY: �J + r
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V �•� r ''
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w % _
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BOTTOMLAND HARDWOOD C/)
_ - �9YL O I r-—.:>:5 ... i • *fry
0.139 AC. IN PROJECT AREA r
-. u OBERSON=FARM=RE) .
SEE FIGURE 33 0- =. •- VALLE-YDALE=RD a _ :�
~yam,} yC •/ • ��r z L ,'y k S • i {•FFF 5 i•` - ■ _ 'i ' •�S-
J ' *�,•-W�IL�SON=DaRaYR ..
ti dui a►=: ` v D—
' 1 f _
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M � , � ps FSI In
p.
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Y � _ l_—ter - r - W z
ni }'
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GAT �.
ROYAL E,RE)� O
•� 'W.: � �.. �f HEADWATER FOREST \` ,' l �'• I� �-' •\_�� �� ?•"- ri • - : � � 0 V
} i
r _ i� w w
r� 0.004 AC. IN PROJECT AREA
tii ' t r W =
r WETLAND WL v
SEE FIGURE 34
HEADWATER FORESTS
WL
0.054 AC. IN PROJECT AREA \\\ \\\ ;' x r # , �M1 y :� 0
- ` O
SEE FIGURE 32 Lu
_ _ A A r` #• �� 1
KINGS-r-F:..Lf y- ---
GATE DR - -. a.� \ _--------------,___-_
1 ',•' ,Y`+M1 5,: S'"••�T - :,.••F `: - L' -- Y� .lr+L[ Li' •+ N- :-,. •�yJ: 'i' r fu
-�*,
*,<• .� i{ i' y`- L } - .� '� �}y tti •. L+- •ftfk'I„Y y•
t y G oc t ; •:: z, s,
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rq
r a
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T� EXISTING TRANSMISSON LINES - - - CREE KRIDGE=L-N
- ,� - .
PIPE CENTERLINE WK. Ill
F-, % ` � L �.'_
U �'�+ i' W '. p r7
SCALE:
HDD BORE INSTALLATION "� ° Y "� - '� ' -
J �. Y'' ti''. W,EATHE-R_RIDGE-RD 3
M = _ — .E ?�'' 1 ' = 500'
-- ACCESS ROAD CENTERLINE - t . I , �+i,� ' T,
0'�+ ' '7' F� • _
.. L � L DATE:
CULVERT SHAD.DOWfAX DR r : x ” _ I ,'' 5-21-18
W r - _ �O }
> - - - STREAM CENTERLINE5, •�® a+a 45 J �: PROJECT NUMBER
�-.'
STREAM BANKS RENCE: n .' +®�� .4gVR , .ter PLS 7435-17-044
0 OPEN WATER REFEd p + FIGURE NO.
- - �'
GIS BASE LAYERS WERE OBTAINED FROM FORSYTH COUNTY AND NC ONEMAP. PROJECT DESIGN �a ++ �1' I. f4�1
INFORMATION WAS OBTAINED FROM ® HGA. STREAM AND WETLAND FEATURES WERE DELINEATED IN
WETLAND 400. �.�G . -, . f L
THE FIELD USING GPS EQUIPMENT CAPABLE OF SUB -METER ACCURACY. THIS MAP IS FOR 0 • 800 I �•
S {, i
LIMITS OF DISTURBANCE INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY (FEET) �� ? �� �`hIL: }
�.
---- ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. � -%��y_J �X ��,r.• G� • • '••: L '• M1 L' /

WETLAND WQ
N HEADWATER FOREST WETLAND WQa ., ''# .• - L• i 1 , ,."a. L I� : , Y` k. I F 1
0.082 AC. IN PROJECT AREA HEADWATER FORESTS y' { i' y L ';= k5 1' 4 r�� !�_ a
SEE FIGURE 350.006 AC. r i•.:> •� :�.• L �•f.. ', � l ',r \.�� •'
f WETLAND WS Si Y.
..•.
." SE
EIN PROJECT AREA
FIGURE 36 k L
f _ HEADWATER FOREST 1 �• _ {, L i.
0.108AC. IN PROJECTAREA
555 F tY:. yY`.�� w.0
Z 'r ft
SEE FIGURE 39
-- L.
---- 5 _ WETLAND WTa 75J
SEEP
0.180 AC. IN PROJECT AREA
-- — — — — r 1 j SEE FIGURE 40
WETLAND WQb
HEADWATER FOREST
0.006 AC. IN PROJECT AREA
r SEE FIGURE 37 % 5 WETLAND WR
#�-• L •-" l�`` HEADWATER FOREST +III .�l r `
rt
WETLAND WTb
4 0.069 AC. IN PROJECT AREA
SEE FIGURE 38 ;�
BOTTOMLAND HARDWOOD
0.449 AC. IN PROJECT AREA F'
SEE FIGURE 41
' .1 ,,y t a 4 •l
.h 5 .: • F , i + • • 11 ', 1 ��: }•M1��-+�'�: v . 1' tiL - F.ti 2
7
L7-
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Zl
1.4
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. �' ' �LL ���'' �� M1 +kms * I � £' / ~ _ tf': + � �'�� � ' 1- � h• -t 's r.•
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•L. I • 4 l• l I , �'R ' l LC }'1 L - 1 �'" O
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if ' a ~ �T'iDi� .J+, r' i• •J' I , ' �S
R� .. = i .i •�� r •, tiry ,' •"•rC -tit??l: ''t•-'!' ' •• M1 ��$+� ._
DEEM-- EXISTING TRANSMISSON LINES �' I: + ` :' '. , %' { :} , L, 1 mk
ECH:OL-S-CR-
PIPE CENTERLINErl
'
fH HDD BORE INSTALLATION IIFl
-- ACCESS ROAD CENTERLINE I y ,r t I °-+4' "
CULVERT •' "'': �'�f r- , ST=MOU I TAINS- 6 irig, ; �..,, -
V a
>--- STREAM CENTERLINE �1 - -yr
STREAM BANKS
REFERENCE: 4 a;`
OPEN WATER GIS BASE LAYERS WERE OBTAINED FROM FORSYTH COUNTY AND NC ONEMAP. PROJECT DESIGN a}�� L
ti � .:.i
INFORMATION WAS OBTAINED FROM HGA. STREAM AND WETLAND FEATURES WERE DELINEATED IN
WETLAND O^
® THE FIELD USING GPS EQUIPMENT CAPABLE OF SUB -METER ACCURACY. THIS MAP IS FOR
-- LIMITS OF DISTURBANCE INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY r y�O
-- ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. (FEETi) ti +`yJ' /a�(¢� a11,
i
SCALE:
1=500'
DATE:
5-21-18
PROJECT NUMBER
7435-17-044
FIGURE NO
7

,A`LVE
l•. � vim' •� � •' ' � �
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' WETLAND WU Ir
y
HEADWATER FOREST • �.ti *` _ "' i ��
0.180 AC. IN PROJECT AREA �' % r'. E— + a
a k �' o � �' �"' '* � � � � S��HEDR�I.0-KvDR
z SEE FIGURE 42 _ - =z ANGELA-.RUN-DR_
4 t
+
Cy-
BRO
rL
rn
+0N,D f FORD-C—T- Q K=
clt�
x.. - WETLAND WV * @LJ , + L m x• Y' J Q
NON-TIDAL FRESHWATER MARSH I.L-ISA RUN-CT - �JI ' k * k rr w Z }
I S.: • - Y_ 0.099 AC. IN PROJECT AREA �� }�
SEE FIGURE 43� ' ti� I AQ'UVIEW CT p a. Cs N p
Y - - -� ,_ • x .+� �;, '• *II►.. +�I 4+, 'ORD-RDk W w p =
' I i w
k
LIN•VIL-L-E SRRII
r .ta'yi'4.i yi
Y ,
�ECHOL-S�e �'s { V.,::4.1 r'�, R y w'7107.
J•1 � F 555 +tea 5 � ' ; I � � �U:,;_"
T� EXISTING TRANSMISSON LINES
PIPE CENTERLINE < t_
HDD BORE INSTALLATION - _ �� r r SCALE:
} '' 1 „ = 500'
--ACCESS ROAD CENTERLINE •-- _ I� �� ¢T` i rti x - { _, ` -t DATE:
CULVERT � - *" �, A% 5-21-18
> - - -STREAM CENTERLINE h� '}� �F: +. ^; i4 PROJECT NUMBER
STREAM BANKS -- = { r--- `5 ti s7435-17-044
r 7435-17-044
REFERENCE: ��- 15it } ° Ike
OPEN WATER GIS BASE LAYERS WERE OBTAINED FROM FORSYTH COUNTY AND NC ONEMAP. PROJECT DESIGN4 Mq�O �+ ti h'i+ '•} �' -+ + FIGURE NO.
`E-INFORMATION WAS OBTAINED FROM HGA. STREAM AND WETLAND FEATURES WERE DELINEATED IN RwOOp '
®WETLAND DR
FIELD USING GPS EQUIPMENT CAPABLE OF SUB-METER ACCURACY. THIS MAP IS FOR 0 . 400 800 L'•
-- LIMITS OF DISTURBANCE INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY L'• } BRO.W.N,RD~
---- (FEET) pAKWOOD=FOREST=L=N;' % . �.
pl­
ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.

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R
HEADWATE FOREST
-A6 0.078 AC. IN PROJECT AREA
P4 _fL
QuIrAR I . ;i , I,- rvf
CAM BRIDGE -S % r.
% r
SEE FIGURE 44
IL
rA16—
EXISTING TRANSMISSON LINES
%
PIPE CENTERLINE
SCALE:
i� •r;,� 'O i*``-" 5.. �" �o`�'�p�`''tir-;'F f i' .� �I f �.t t f ���* ?°+ xM1''' r ;z 'y���' .u ' t.0 ''Y� ' + bx
Aff2k I
HDD BORE INSTALLATION M ro
?. - % '. 1 500'
!6L r
ACCESS ROAD CENTERLINE .."L
T=`S'. DATE:
__BOS.
1pr
5-21-18
CULVERT
IL
PROJECT NUMBER
CIL
STREAM CENTERLINE
X, T
e4r rL
_7
-17-044
STREAM BANKS 7435
REFERENCE:
OPEN WATER GIS BASE LAYERS WERE OBTAINED FROM FORSYTH COUNTY AND NC ONEMAP. PROJECT DESIGN FIGURE NO.
WETLAND % INFORMATION WAS OBTAINED FROM HGA. STREAM AND WETLAND FEATURES WERE DELINEATED IN
INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY 1 fr400' f 800
LIMITS OF DISTURBANCE �o
— — — — ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. (FEET) v
"Itc.
THE FIELD USING GPS EQUIPMENT CAPABLE OF SUB -METER ACCURACY. THIS MAP IS FOR co