20200518 Ver 1_Revised Site Plans_20200612

From: Jeffrey McDermott
To: Standridae. Billy W CIV USARMY CESAW (USA)
Cc: Scarbraugh, Anthony
Subject: [External] RE: Albemarle Beach PCN
Date: Friday, June 12, 2020 4:33:57 PM
Attachments: imaae001.Dna
AB Overlay on Impact Map 06122020.pdf
Utility Pole Detail 06122020.pdf
113111ral-011ARLOW'I email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to report.spamPnc.gov
Good Afternoon Billy,
Attached is an overlay of the utility lines on the impact map. It's a bit rough, but will give you the general idea. The
areas to be cut in the wetlands are shown as only cut, without stumping and grubbing, on the approved E&SC Plans.
I've also included the utility pole detail for your reference.
Please let me know if there is anything further I can provide or explain. I appreciate your time. Have a wonderful
weekend!
Thank You,
Jeffrey McDermott Senior Environmental Specialist
0: [phone] C: [phone]
192 Raceway Drive, Mooresville, NC 28117
www.SunEnergyl.com [sunenergyl.comlieffrey.mcdermottCcDSunEnergyl.com
From: Jeffrey McDermott
Sent: Friday, June 12, 2020 1:56 PM
To: Standridge, Billy W CIV USARMY CESAW (USA) <[e-mail]>
Cc: Scarbraugh, Anthony <[e-mail]>
Subject: Re: Albemarle Beach PCN
I appreciate it Billy. I will get the stump grinding activity on everyone's radar, and still plan to have a
map of the utility lines in your hands sometime today. I hope you have an amazing weekend.
Thank You,
Jeffrey McDermott I Senior Environmental Specialist
0: [phone] 1 C: [phone]

192 Raceway Drive, Mooresville. NC. 28117
www.SunEnergyl.com [sunenergyl.com] ieffrey.mcdermott(@SunEnergyl.com
sunIIM1w[=—F;?IM'V`1
On Jun 12, 2020, at 1:49 PM, Standridge, Billy W CIV USARMY CESAW (USA)
<Billy.W.Standridge 6Dusace.army.miI> wrote:
Hi Jeffrey,
Thanks for the clarification regarding the utility line crossings. If you are only cutting
the trees and driving in the poles then the overhead line crossings will not require a
permit from the Corps. Please be advised that wood chips are considered fill material
per our regulations, so any stump grinding may require a permit if it would result in any
measurable fill.
Have a good weekend,
ME
Billy W. Standridge
Regulatory Specialist
U.S. Army Corps of Engineers
Washington Regulatory Field Office
2407 W. 5th Street
Washington, NC 27889
[phone]
From: Jeffrey McDermott<ieffrey.mcdermott(@sunenergyl.com>
Sent: Friday, June 12, 2020 11:53 AM
To: Standridge, Billy W CIV USARMY CESAW (USA)
<Billy.W.Standridge(@usace.army.miI>
Cc: Scarbraugh, Anthony <[e-mail]>
Subject: [Non-DoD Source] RE: Albemarle Beach PCN
Good Morning Billy,
I hope you are doing well on this beautiful Friday. We plan to cut, but not clear the R/W
encompassing all of the utility lines.
I've attached correspondence, between SE1, Hart & Hickman, and Kyle Barnes regarding this
identical situation at Aulander Holloman and Knee Branch(near Ahoskie). On this other site, in which
a forested wetland was cut to install utility lines, we were told that, as long as we didn't stump, or
grind stumps below ground level, that the activity would not be considered permanent impacts. In

fact, because we were installing wooden utility poles(as we are doing at Albemarle Beach), we did
not have to document this activity.
Regardless, I have my engineer working on creating a map showing the utility line for your reference.
I will have it over to you today. The idea is that once these areas are cut, and the line is installed, that
the community of organisms will be able to remain and flourish, since there is minimum to no
maintenance required on the lines after installation. Only in cases of emergency will any access be
necessary.
Thank You,
Jeffrey McDermott I Senior Environmental Specialist
0: [phone] 1 C: [phone]
192 Raceway Drive, Mooresville, NC 28117
Blockedwww.SunEnergyl.com jeffrey.mcdermott(�SunEnergyl.com
<image001.png>
From: Standridge, Billy W CIV USARMY CESAW (USA)
<Billy.W.Standridge(@usace.army.miI>
Sent: Thursday, June 11, 2020 12:50 PM
To: Jeffrey McDermott <jeffrey.mcdermott(@sunenerg)ll.com>
Cc: Scarbraugh, Anthony <anthony.scarbraugh(@ncdenr.gov>
Subject: RE: Albemarle Beach PCN
Jeffrey,
It appears there are several areas where the overhead transmission line is crossing
through wetlands but I don't see anything within the PCN addressing those impacts.
Any permanent conversion of forested wetlands will need to be accounted for and
potentially mitigated for (see below). Please provide more information regarding the
overhead line crossings. If there are impacts associated with the overhead lines then
we would need to evaluate/authorize this project under NWP-12 and NWP-14.
NWP-12 Regional Condition
4.1.10 Any permanently maintained corridor along the utility right of way within
forested wetlands shall be considered a permanent impact. A compensatory mitigation
plan will be required for all such impacts associated with the requested activity if the
activity requires PCN and the cumulative total of permanent forested wetland impacts
exceeds 1/10-acre, unless the District Engineer determines in writing that either some
other form of mitigation would be more environmentally appropriate or the adverse
effects of the proposed activity are minimal.
For permanent forested wetland impacts of 1/10-acre or less, the District Engineer may
determine, on a case -by -case basis, that compensatory mitigation is required to ensure
that the activity results in minimal adverse effects on the aquatic environment.
Thank you,

Billy W. Standridge
Regulatory Specialist
U.S. Army Corps of Engineers
Washington Regulatory Field Office
2407 W. 5th Street
Washington, NC 27889
[phone]
From: Jeffrey McDermott<ieffrey.mcdermott(@sunenerg)ll.com>
Sent: Tuesday, June 9, 2020 9:04 AM
To: Scarbraugh, Anthony<anthony.scarbraugh(@ncdenr.gov>; Standridge, Billy W CIV
USARMY CESAW (USA) <Billy.W.Standridge(@usace.army.miI>
Subject: [Non-DoD Source] Albemarle Beach PCN
Good Morning,
I hope you are both doing well today. Have you had a chance to review the submittal documents for
the Albemarle Beach PCN?
I appreciate your time.
Thank You,
Jeffrey McDermott I Senior Environmental Specialist
0: [phone] 1 C: [phone]
192 Raceway Drive, Mooresville, NC 28117
Blocked Blockedwww.SunEnergyl.com ieffrey.mcdermott(@SunEnergyl.com
<image001.png>
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Resource Confirmation Resource
Identification I I PEM POW I R4 R6 RPW Description i
(sq fl) (sq fl) (sq fl) (sq Rj M 0(10 M Notes" y-•s �
A 299 NT I NV _ _ �1 rM1; A N 0 (�
B 731 NT I NV
C 486 NT / NV
❑ 430 NT 1 NV - E
E 366 NTINV Impacts C
F 1,841 NTINV C� 1n�7e` W C O
G 295 NTINV Impact Number Impacted Resource Total Impact �Ja�* re C H 442 NT / NV ❑ vQj �S P H W
1 1,350 NTINV 1 RPW-P 50 feet r . _ 1�larlrr� Ln a UJ a 00 -
J 4,350 NT! NV
L 375 NV 1 NV a . d/ �^ C to
RPW-P 15 feet ca ;� o 0 o a
M 365 NT 1 NV y�
N 1,269 NTINV Mm-y _ I y r.,
D I W w Q
O 7,016 NTINV ' '' k ~
Sheet 2
P 6.489 NTINV © � � • r ..per: � !S �rr .:.� .. �„ ,'� 0. � 00 � Z
Q 1,544 NTINV RPW"i 10 feet -- Q�� a� 2 Q m k c� O
R 2,961 NT / NV q. '� v d' Q Q _a
4 RPW-P 60 feet _ R� l��la ' .U.
s 1,9z8 NT 1 NV t _ a+flee Sl' 1 0 m� (�
T 5,404 NT/ NV - ,�� � Q Q V
u ,2NTINV 1,291
5 RPW-N 50 feet -
W 298.581 8, 958 1 1 1NTIV - C ❑
to a
Y 119,341 12,664 NTIV 6 RPW-1 30 feet 1 MD
x. r r i G J
Z 5,556 NTIV �� �-•:' � ��� G W
Total Im acts 215 linear feet ' f � 5 �. � W
A2 1.098 NTIV p �, t:, r W
B2 66,519 NT 1 V 3. r i• _ .ti _
C2 744,661 NTIV ❑2 42,259 NT / V A PFo 0.031 aC.
� J
E2 1,605,324 604,954 NT! V / I
F2 295.162 681 NT ! V G2 1,958 6,240 NTIV B PFo 0.136 ac...
, : _ . ,'.
H2 52,468 5,019 NTIV ` L Ib
11 7,514 NT I V �'` C �+ �` r _ " i:� 'N
J2 46,452 NT 1 V C PFo/ P S J 0. 19 a c . ' ; - ' : L U) �.
K2 425,064 NT 1 V 4'y' �� ^�- - ---- • - - u:±; • Ct ? � o
Total Impacts 0.357 ac.
L2 12,794 NTIV
N2 1,969 NT! NV
02 1,127 NTI NV - _! : t' _ 'i _
P2 193 NT / NV 1• - ... ' f
R2 421 NT 1 NV
a w W
52 384 NT / NV ! o: � _. ], , .� { :. O 1^
T2 232,252 NTIV ...
lJ2 286 NTINVF q. r f Vr' " r_ �..; 1 - > r
V2 42 NTINV`s,
W2 100 NTINV 7
X2 3,760,055 13,204 NTIV �r►' ,:k 19 +
Y2 11,411 NTIV ;," � ' .. y] - - q N ! L/ 121L 0 N
Z2 253 NTIV 1_ F :: i. r- ru 0 ���' [73
A3 11,759 NTIV a -' ' } S h eYet r ' '• (^], DRAWN BY -�
Total 7,294,246 1,064,434 67,314 56,043 0 0 0 40,652 f ' ` �' r4 ,'�.. :: - A. 1VIEHFOUD
Total Wetland Area = S 482 036 ft 194.72 an L ' - W
Tota I Stream Length = aa,s52 It '.+.. _ n r x• " '`�` �,�,,•• - 1- DESIGNED BY a
` T=Tidal; NT=Non-tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustrine Forested Wetland;
1 F �j
P55=Palustrine Scrub -Shrub Wetland; PEM=Palustrine Emergent Wetland; PA. Ialust6ne 1 � A �' - • . MEH` O`-' Q
Open Water; EIW= Estuarine Intertidal Wetlands: R3= Upper Perennial Streams; ! y`. C.
134=Intermittent Streams; R6 = Ephemeral Streams; RPW = Relatively Permanent Waters CHECKED BY
m pact #c .19 acresS. THEBERT
.1 ,. -.*
Legend SCALE
.: 1 rr = 2, 000 r U)
Project Study Limits - 1,236.4 Acres -
�5] O
© Stream Identifier r. - -
•
�
Wetland I n ti . �acre5a.
a- detifi r e _
- ^� _•':.-• � it I - :=e� ♦
n
..y- r A• _ .. -
Wetland Fla -CL
Field Data Station i,"
Impact #5 39 cu Inert _ z -a
-Culverts y, .. Impact #E3 . 36 _ CD
-� Ditch �,- w acres . - a
��s W
�- _ _ .- e1i9'ht i' Sheet4 ❑ ? 0
Intermittent Stream (R4) �a cn: ❑ n
Z W ° o
Palustrine Emergent PEM Wetlands , W ❑ L
0 g i } Sheet, 5 CD
❑ �' Z
- Palustrine Forested (PFo) Wetlands ~� I,�i'� - ❑ o
Impact #2 15 lengthening �w -_ Q a
Palustrine Scrub -Shrub (PSS) Wetlands - �,,° ' - k W
Palustrine en Water (POW) - - dll�lllu ..�, C ,
p } I m pact #1 5D culvert I m act #3 10' lent p pppp nNd _ :F == _ JU.
' p 9 � �� i as aaaaa ��. ,,Ilgii �
• .ti -
Topographic Contours - _ ,
0 .
ID
Major - 10 Feet
�, I k . �i111a�s eon 0
Minor _ 1 Foot A
L Q �'
= a 0 0
r . r. W CL
.� l r t "- .w a,
r r
I _ r _
.. -
1. Waters of the U.S. within the protect study limits have been - m ❑
W
Z
0ocated using submeter, Bluetoath P5 antennas by Timmons •
Group. , III1' iil - - i a Pa rrrS
L
2.Waters of the U.S. have not been confirmed by the U.S. Army r Q
Corps of Engineers until stamped. -- - - - _ ❑,
3. Project limits are approximate.a -
4. Topography based on USGS LiDAR. " -_ r - s'- -� I m pact #5 59 culvert _ W a
5. Cowardin Stream Classifications are based solely on field �� J
W
" Impact #4 5o culvert 1� °
., fl
observations. No formal Stream assessment methodology was - '• } � _ Sheet • � � � ��` ' ' U
completed to determine these Cowardin Classifications. a �,
M o
LU
-- o
N _ E
�.. Wooc�lawn Rd M
-0 0)
.c Backw0 S LL 2 �
V
N p
co
left; JOB NUMBER cn
o 1,000 2,000 4,000 k�,� ��.s'- .- _ - W%-. , - , t " � �'42196pool
r-
'iFeet SHEET NO.
_ + v
1 of 6

54" 54"
T
9
n O
II
n
II
POSITION OF GUY
WHEN REQUIRED •
•
0
38"
11
n n
II � II
9.1
10 12
PO TION OF GUY
6
WH N REQUIRED •
•
0
2 3 9
4
O II
POSITION OF GUY
•
•
WHEN REQUIRED
16
°
38"
2 3
9
8
17
15
4
18
36"
FRONT VIEW
(WITH GUARDS REMOVED)
SECTION A —A
(WITH GUARDS SHOWN)
NO.
INVENTORY NO.
QUANTITY
DESCRIPTION
1
3
INSULATOR, PIN -TYPE, HDPE, TIE TOP, ANSI CLASS 55-6
2
10
BOLT, MACHINE, 5/8" DIA.
3
20
WASHER, SQUARE FLAT, 2 1/4" WITH 11/16" HOLE
4
6
INSULATOR, DEADEND, ONE-PIECE, 35 KV
5
14
CROSSARM, SYP, 10 FOOT, WOOD
6
18
BRACE, CROSSARM, WOOD 60" X 30"
7
1
DEADEND, NEUTRAL, ASSEMBLY
8
1
ATTACHMENT, DEADS END, FIBER, FIGURE-8
9
10
WASHER, LOCK, 5/8"
10
12
BOLT, MACHINE, 1/2" X 6" W/NUT
11
12
WASHER, FLAT, ROUND, 1-3/8" WITH 9/16" HOLE
12
12
WASHER, SPLIT RING, LOCK, 1/2"
13
3
TERMINATOR, UNDERGROUND WITH 2-HOLE NEMA COMP LUG
14
3
ARRESTER, RISER POLE CLASS, 21 KV
15
3
SWITCH, CUTOUT, SOLID BLADE, 35 KV, 900 AMP
16
AS REQ'D
JUMPER WITH PROTECTOR TUBING
17
3
COVER, PROTECTIVE, SWITCH
18
3
COVER, PROTECTIVE, TERMINATOR
19
3
PIN, CROSSARM, STEEL CLAMP TYPE
A
A
8
FIGURE-8 FIBER ATTACHMENT
MIN. 40" CLEARANCE FROM
NEUTRAL OR ANY LIVE PARTS)
SIDE VIEW
(WITH GUARDS REMOVED)
NOTES:
1. ALL GUYS MUST CONTAIN A GUY STRAIN INSULATON SUFFICIENT TO
PROVIDE TWO FEET OF AIR CLEARANCE.
2. GROUNDS ARE TO STOP AT THE NEUTRAL POSITION EXCEPT TO RISE TO
A LIGHTNING ARRESTER OR TRANSFORMER.
3. ALL JUMPERS TO BE COVERED WITH PROTECTOR TUBING SIZED FOR
JUMPER CONDUCTOR DIAMETER.
2 9 14
II
II
16
Q
8
SECTION X-X
Q 3/OS/2020 PES PLLC I KAH
REVISED I BY I APPR.
CROSSARM CONSTRUCTION
THREE-PHASE, DOUBLE CIRCUIT, SUBSTATION EXIT
UNDERGROUND RISER, DEAD END STRUCTURE, 35KV
SCALE DWG.
1/2"=V-0" DC7-SUB-A

48" 48"
1
9„ 4
II 0
II
II
II
9.1
PC SITION OF GUY
W EN REQUIRED •
•
0
18"
11
n n
II 0 II
PO TION OF GUY
WH N REQUIRED •
•
0
10 12
6
18" 2 3 9
2 3 9
O IIIF
I
• •
POSITION OF GUY
WHEN REQUIRED
16 °
18"
2 3
9
8
17
15
18
8
7
36"
19
MIN. 40" CLEARANCE FROM
NEUTRAL OR ANY LIVE PARTS)
FRONT VIEW
(WITH GUARDS REMOVED)
SECTION A —A
(WITH GUARDS SHOWN)
NO.
INVENTORY NO.
QUANTITY
DESCRIPTION
1
9
INSULATOR, PIN -TYPE, HDPE, TIE TOP, ANSI CLASS 55-6
2
11
BOLT, MACHINE, 5/8" DIA.
3
16
WASHER, SQUARE FLAT, 2 1/4" WITH 11/16" HOLE
4
9
PIN, CROSSARM, STEEL CLAMP TYPE
5
5
CROSSARM, SYP, 10 FOOT, WOOD
6
10
BRACE, CROSSARM, WOOD 60" X 30"
7
1
CLEVIS, INSULATED SECONDARY/DEADEND
8
1
INSULATOR, SPOOL, CLASS 53-2
9
10
WASHER, LOCK, 5/8"
10
10
BOLT, MACHINE, 1/2" X 6" W/NUT
11
10
WASHER, FLAT, ROUND, 1-3/8" WITH 9/16" HOLE
12
10
WASHER, SPLIT RING, LOCK, 1/2"
13
3
TERMINATOR, UNDERGROUND WITH 2-HOLE NEMA COMP LUG
14
3
ARRESTER, RISER POLE CLASS, 21 KV
15
3
SWITCH, CUTOUT, SOLID BLADE, 35 KV, 900 AMP
16
AS REQ'D
JUMPER WITH PROTECTOR TUBING
17
3
COVER, PROTECTIVE, SWITCH
18
3
COVER, PROTECTIVE, TERMINATOR
19
1
ATTACHMENT, 3-BOLT, FIBER, FIGURE-8
SIDE VIEW
(WITH GUARDS REMOVED)
NOTES:
1. ALL GUYS MUST CONTAIN A GUY STRAIN INSULATON SUFFICIENT TO
PROVIDE TWO FEET OF AIR CLEARANCE.
2. GROUNDS ARE TO STOP AT THE NEUTRAL POSITION EXCEPT TO RISE TO
A LIGHTNING ARRESTER OR TRANSFORMER.
3. ALL JUMPERS TO BE COVERED WITH PROTECTOR TUBING SIZED FOR
JUMPER CONDUCTOR DIAMETER.
A
A
0 3/OS/2020 PES PLLC I KAH
REVISED I BY I APPR.
CROSSARM CONSTRUCTION
THREE-PHASE, DOUBLE CIRCUIT, SUBSTATION EXIT
UNDERGROUND RISER, TANGENT STRUCTURE, 35KV
SCALE DWG.
1/2"=V-0" DC1-SUB-B

DI AN \ITF\A/
54" 54"
1
9" 4
n O
n
�
91,
POSITION OF GUY
WHEN REQUIRED
0
11
n a �
n
sill
10 12
POSITION OF GUY
6
WHEN REQUIRED
0
fig^ 2 3 9
2 3 9
II 0 II
sill
POSITION O%GUY
WHEN REQUIRED
0
50"
8
9 2 3 9
7
POSITION OF GUY
WHEN REQUIRED
33"
13
NO.
INVENTORY NO.
QUANTITY
DESCRIPTION
1
6
INSULATOR, PIN -TYPE, HDPE, TIE TOP, ANSI CLASS 55-6
2
8
BOLT, MACHINE, 5/8" DIA.
3
11
WASHER, SQUARE FLAT, 2 1/4" WITH 11/16" HOLE
4
6
PIN, CROSSARM, STEEL CLAMP TYPE
5
3
CROSSARM, SYP, 10 FOOT, WOOD
6
6
BRACE, CROSSARM, WOOD 60" X 30"
7
1
CLEVIS, INSULATED SECONDARY/DEADEND
8
1
INSULATOR, SPOOL, CLASS 53-2
9
7
WASHER, LOCK, 5/8"
10
6
BOLT, MACHINE, 1/2" X 6" W/NUT
11
6
WASHER, FLAT, ROUND, 1-3/8" WITH 9/16" HOLE
12
6
WASHER, SPLIT RING, LOCK, 1/2"
13
1 1
IATTACHMENT, 3-BOLT, FIBER, FIGURE-8
IJ_7�7�\Y�11iy1�1
NOTES:
1. ALL GUYS MUST CONTAIN A GUY STRAIN INSULATON SUFFICIENT TO
PROVIDE TWO FEET OF AIR CLEARANCE.
2. GROUNDS ARE TO STOP AT THE NEUTRAL POSITION EXCEPT TO RISE TO
A LIGHTNING ARRESTER OR TRANSFORMER.
3. ALL JUMPERS TO BE COVERED WITH PROTECTOR TUBING SIZED FOR
JUMPER CONDUCTOR DIAMETER.
zi I ICROSSARM CONSTRUCTION wo gF �0.09
I THREE—PHASE, LARGE CONDUCTOR
0 3/OS/2020 PESPLLC KAH DOUBLE CIRCUIT TANGENT STRUCTURE 35KV SCALE DWG.
REVISED BY APPPPR. � � 1/2"=1'-O" DC_C1

56" 56"
1
9 4
II 0
II
II
II
9"
POSITION OF GUY
WHEN REQUIRED e
e
0
18"
10
O i
9
9 11
POSITION OF GUY
6
WHEN REQUIRED-
e
0
18" 2 3 8
2 3 8
O
9
POSITION OF GUY
e
e
0
WHEN REQUIRED
18"
6 6 13
9..
POSITION OF GUY
WHEN REQUIRED
33"
9„
POSITION OF GUY
WHEN REQUIRED
PDnl\IT \/TF\A/
NO.
INVENTORY NO.
QUANTITY
DESCRIPTION
1
6
INSULATOR, PIN -TYPE, HOPE, TIE TOP, ANSI CLASS 55-6
2
6
BOLT, MACHINE, 5/8" DIA.
3
37
WASHER, SQUARE FLAT, 2 1/4" WITH 11/16" HOLE
4
6
PIN, CROSSARM, STEEL CLAMP TYPE
5
8
CROSSARM, SYP, 10 FOOT, WOOD
6
6
BRACE, CROSSARM, WOOD 60" X 30"
7
6
BOLT, DOUBLE ARMING, 5/8"
8
32
WASHER, LOCK, 5/8"
9
6
BOLT, MACHINE, 1/2" X 6" W/NUT
10
6
WASHER, FLAT, ROUND, 1-3/8" WITH 9/16" HOLE
11
6
WASHER, SPLIT RING, LOCK, 1/2"
12
6
CLAMP, PRIMARY CONDUCTOR
13
2
CLAMP, NEUTRAL CONDUCTOR
14
7
NUT, EYE, GALV., 5/8"
15
13
BOLT, OVAL EYE 5/8"
16
2
ATTACHMENT, DEAD END, FIBER, FIGURE-8
�©O
IrTnF \/TF\A/
ylI
p
I
GUY OFFSET (A)
A= 18" FOR 1 TO 1 GUY LEAD
A= 12" FOR 2 TO 3 GUY LEAD
NOTES:
1. ALL GUYS MUST CONTAIN A GUY STRAIN INSULATON SUFFICIENT TO
PROVIDE TWO FEET OF AIR CLEARANCE.
1. GROUNDS ARE TO STOP AT THE NEUTRAL POSITION EXCEPT TO RISE TO
A LIGHTNING ARRESTER OR TRANSFORMER.
2. ALL JUMPERS TO BE COVERED WITH PROTECTOR TUBING SIZED FOR
JUMPER CONDUCTOR DIAMETER.
1 CROSSARM CONSTRUCTION
1 THREE-PHASE, LARGE CONDUCTOR
0 3/05/2020 PES PLLC KAH
REVISED BY AKAH DOUBLE CIRCUIT, DOUBLE DEAD END STRUCTURE, 35KV
SCALE DWG.
1/2"=V-0" DC8