20200746 Ver 1_401 Application_20200602

CO blu
ECOLOGY GROUP
June 1, 2020
NC DWR, 401 & Buffer Permitting Branch
512 North Salisbury Street
Raleigh, NC 27604
Subject: Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company Maintenance
Wake County, North Carolina
Corblu Project No. 02-041901- Line 24F Exposure
To whom it may concern:
RECEIVED
JUN 0 2 2020
NCDEQ/DWR/NPDES
On behalf of our client, Colonial Pipeline Company (CPC), Corblu Ecology Group, LLC (Corblu) is pleased
to submit this Section 401 water quality Pre -Construction Notification (PCN) for maintenance on an
exposed petroleum pipeline to restore the required pipeline protective cover over Line 24F within an
unnamed perennial stream in CPC's right-of-way (ROW). The pipeline exposure is located within CPC's
existing ROW southeast of the Wade Nash Road and Piney Grove-Wilborn Road intersection in Wake
County, North Carolina (35.612975,-78.834694; Figure 1). Based on our evaluation of the subject site,
we believe that disturbances to waters of the U.S. associated with this maintenance activity are authorized
by the U.S. Army Corps of Engineers (USACE) under Nationwide Permit (NWP) No. 3 (a) and (c) —
Maintenance. This NWP does not require notification of the USACE prior to initiation of the work as there
will be no loss of streambed; however, it has been determined that total temporary disturbance to the
streambed exceeds 40 linear feet which requires 401 Water Quality Certification from the North Carolina
Department of Environmental Quality (DEQ) prior to the initiation of work.
Background
Corblu inspected the above referenced exposure maintenance location for the presence of jurisdictional
waters of the U.S. on March 31, 2020. Jurisdictional features [one unnamed perennial stream (S2), one
unnamed intermittent stream (S3) and a wetland that encompasses the stream systems] were observed
within the project area (Photograph Nos. 14; Figure 2). Additionally, one unnamed perennial stream (S1)
was observed north outside of the maintenance area (Photograph No. 5). No disturbances are proposed
within S1. The exposure of Line 24F was observed within S2 downstream of the confluence of S2 and
S3.

Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company — Line 24F Exposure
2
June 1, 2020
Corblu Project No. 02-041901 —Wake Co. NC
Recent high flow events from significant precipitation have resulted in streambed erosion in the unnamed
perennial stream (S2) within CPC's ROW, exposing CPC's Line 24F. The exposure and lack of surface
pipeline protection at the maintenance location has resulted in conditions that leave the pipeline
vulnerable to potential damages. Further, these conditions are not consistent with CPC's or U.S.
Department of Transportation regulatory requirements for pipeline protection.
Proposed Activities in Jurisdictional Waters
The maintenance location will be accessed through CPC's existing, mowed, and maintained ROW from
Spence Farm Road using temporary prefabricated mats within the emergent wetland area and to cross
over intermittent stream (S3) to conduct the maintenance activity (Figures 2 & 3). CPC intends to inspect
Line 24F and replace the required minimal protective cover over the pipeline using Submar pre -cast
revetment mats to remediate the streambed erosion and associated pipeline exposure. To re-establish
the minimal pipeline protective cover, CPC intends to conduct the following: 1) excavate the eroded area
on Line 24F; 2) inspect and make repairs to Line 24F as necessary; 3) backfill the excavation area; and
4) restore the streambed to approximate pre -erosion contours and elevations over Line 24F using Submar
mats. These pre -cast mats will be keyed/imbedded into the stream bed and banks in a manner that
maintains grade and stream flow conditions (Appendix A).
To minimize sedimentation to the unnamed perennial stream during the above -mentioned maintenance
activity, dams constructed of sandbags, steel plates, or water -inflatable plastic dams will be temporarily
placed upstream of the maintenance area to conduct maintenance activities "in -the -dry". The stream flow
will be pumped around the maintenance area, discharging immediately downstream via an energy
dissipater to prevent stream scour. The pump used will be sufficiently sized to accommodate the
anticipated stream flow (Appendix B). The excavated soils will be ordered and temporarily stored in the
adjacent wetland area on geotextile fabric or similar material within the CPC ROW.
Rip -rap will be used to stabilize the Submar mats in the stream bed on the downstream side and will be
placed on an erosion control blanket (geotextile fabric) and in a manner where the finished top elevation
of the rip -rap does not exceed that of the original stream bed elevation. Once the required minimal
protective pipeline cover (pre -cast revetment mats) are keyed into the streambed in a manner that
maintains existing grade and flow conditions of the stream, the temporary dams will be removed, and
normal streamflow will be restored.
The proposed maintenance activity includes work within the unnamed perennial stream (S2) and an
emergent wetland abutting both stream banks. Specifically, CPC proposes to place 55 linear feet (LF) of
Submar mats and 10 LF of rip -rap within the stream (total 65 LF of permanent impact). Additionally, to

Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company — Line 24F Exposure
i41
June 1, 2020
Corblu Project No. 02-041901 —Wake Co. NC
conduct work "in -the -dry" CPC proposes approximately 10 LF of workspace within the perennial stream
(S2; total 75 LF of disturbance). Further, 0.02-acre (1,178 square feet) of Submar mats will be keyed into
the emergent wetland area along both stream banks, as well as 0.004-acre of rip -rap (192 SF) will be
used to stabilize the required protective cover. Also, an additional 0.041-acre (1,785 square feet) of
temporary excavation/grading workspace (total 0.065-acre) will be required in the emergent wetland
(Appendix B).
CPC's standard erosion control practices will be employed (Appendix C). Specifically, the disturbed areas
along the stream bank will be revegetated with a grass seed mix and stabilized with straw and silt fence,
while any disturbance within the adjacent emergent wetland area will be reseeded with a native wetland
seed mix and strawed.
Corblu respectfully requests 401 Water Quality Certification for the required maintenance work and the
unavoidable minimal impacts to 75 linear — feet of unnamed perennial stream (55 LF of Submar mats, 10
LF of rip -rap, and 10 LF of temporary workspace) and 0.065-acre of emergent wetland (0.02-acre of
Submar mats, 0.004-acre of rip -rap, and 0.041-acre of temporary excavation/grading) within CPC's
existing, mowed, and maintained ROW (Appendix A). The appropriate figures and photographs are
enclosed for your review.
401 & Buffer Permitting PCN Submittal Checklist
We have provided the following information to document compliance with the requirements outlined in
the PCN Submittal Checklist (Appendix D). Each item is discussed below.
Application Fee
A $240.00 check made out to "N.C. Division of Water Resources" for 401 Water Quality Certification with
minor impacts has been included with this submittal.
PCN Application
A complete copy of the USACE Wilmington District PCN Application and supporting documentation have
been included with this submittal (Appendix E).
Stormwater Management Plan
Not Applicable - This is a maintenance activity for an existing petroleum pipeline and does not involve the
construction of any roads or structures.

Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company — Line 24F Exposure
June 1, 2020
Corblu Project No. 02-041901 —Wake Co. NC
If your project is located within a State implemented Riparian Buffer Rule Area, submit the following along
with site plans and PCN form: Three (3) copies of the details for on -site diffuse flow provisions
Not applicable. The proposed required maintenance activity is located within the Neuse River Basin (a
Riparian Buffer Rule Area), the rule does not apply as uses are existing and ongoing [15A NCAC
02B.0233 (3)(b)] (Exemption when uses are present and ongoing).
DWR Stream Determination Forms for streams on property and DWR determination letter for wetlands
or streams (if applicable)
Not Applicable —The referenced forms are for buffer determinations. The proposed required maintenance
activity is exempt from the Jordan Rule (see above).
Maps and Plans
• The most recent version of the 1:24,000 USGS Topographic Map:
See Figure 1.
• The most recent version of the bound and published County NRCS Soil Survey Map - (required
for projects within the Neuse River Basin, Tar -Pamlico River Basin, Randleman Lake Watershed
and the Catawba River Basin, also recommended for all projects):
See Figures 4A and 4B.
• Vicinity map:
See Figure 3.
• The Site Plan:
See Appendix A.
• Pre-construction/Pre-existing conditions:
See Appendix A.
• Proposed conditions:
See Appendix A.
• Drainage Plans:
Not Applicable.
• Proposed Impacts:
See Appendix A.
• Wetland Impacts:
See Appendix A.
4

Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company — Line 24F Exposure
• Stream Impacts:
See Appendix A.
Summary and Conclusion
June 1,2020
Corblu Project No. 02-041901 —Wake Co. NC
In summary, the pipeline maintenance activity will result in unavoidable permanent impacts to 65 LF of
stream and 0.024-acre of emergent wetland; and temporary impacts to 10 LF of stream and 0.041-acre
of wetland as authorized under the USACE NWP No. 3(a)(c). The project was designed to avoid and
minimize stream and wetland impacts to the maximum extent practicable and represents the least
environmentally damaging, practicable alternative that satisfies the project purpose for preventive
[pipeline maintenance and protection.
Based on this submittal, we respectfully request written authorization of Section 401 Water Quality
Certification. If you have any questions or comments regarding this PCN submittal, please contact the
undersigned at [phone].
Sincerely,
CORBLU ECOLOGY GROUP, LLC
/0&,:- e---,
Michael A. Barfield, CWB, CE
Project Ecologist
Richard W. Whiteside, PhD, CWB, CSE
President
Enclosures: Figure 1 — Site Location Map
Figure 2 — Jurisdictional Features
Figure 3 — Vicinity Map
Figure 4A — USDA NRCS Soils Map
Figure 4B — USDA Soils Map
Photographs (5)
Appendix A: Submar Design Plans
Appendix B: Typical Dam and Pump Maintenance Dig
Appendix C: CPC Soil Erosion and Sediment Control Plan
Appendix D: 401 & Buffer Permitting PCN Submittal Checklist
Appendix E: USACE Wilmington District PCN Form
c: Ms. Jennifer Price, CPC Project Manager, via email
Mr. John Wyatt, CPC Environmental Lead-SED, via email
Mr. Faron Leigh, CPC Environmental Specialist, via email
y

Base Map Source: USA Topo Maps 1:24,000 0 1,200 2,400 4,800 Feet
Colonial Pipeline Company, SE . Figure 1
Line 24F Exposure - Wade Nash Rd Site Location Ma
Wake County, ECOLOGY GROUUPP ronty, North Carolina EC � ] � Pject No. 02-041 01
�

Base Map Source: ESRI Aerial Imagery 0 75 150 300 Feet
GPS Data Collected: 3/31/2020 1.1,500
Colonial Pipeline Company, SE . Figure 2
Line 24F Exposure - Wade Nash Rd Jurisdictional Features
Wake County, North Carolina cProject No. 02-041901
orbluy ECOLOGY GROUP

Base Map Source: ESRI Aerial Imagery 0 100 200 400 Feet
GPS Data Collected: 3/31/2020 1 :2 000
Colonial Pipeline Company, SE *` Figure 3
Line 24F Exposure - Wade Nash Rd �^'� { Vicinity Map
Wake County, North Carolina V rblu Project No. 02-041901
ECOLOGY GROUP

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Base Map Source: ESRI Aerial Imagery 1:2,000 0 100 200 400 Fee?
Colonial Pipeline Company, SE ��., Figure 4B
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Line 24F Exposure -Wade Nash Rd Site Soils
Wake County, North Carolina c o U Project No. 02-041901
ECOLOGY GROUP

Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company — Lines 24F Exposure
Photos taken on 3/31/2020
Corblu Project No. 02-041901 -Wake Co. NC
Line 24F Exposure
Photograph No. 1: South facing upstream view of Perennial Stream S2, the emergent
wetland area, and the Line 24F exposure location within CPC's ROW.
Photograph No. 2: South facing upstream view Intermittent Stream S3 and the
emergent wetland within CPC's ROW.

Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company — Lines 24F Exposure
Photos taken on 3/31/2020
Corblu Project No. 02-041901 -Wake Co. NC
Photograph No. 3: North facing downstream view of the Intermittent Stream S3 and
Perennial Stream S2 confluence within CPC's ROW.
Photograph No. 4: North facing upstream view Intermittent Stream S3 and the
emergent wetland within CPC's ROW.

Section 401 Water Quality Pre -Construction Notification Photos taken on 3/31/2020
Colonial Pipeline Company — Lines 24F Exposure Corblu Project No. 02-041901-Wake Co. NC

APPENDIX A
SUBMAR DESIGN PLANS

No.
C-101
C-301
C-401
C-402
C-501
C-601
C-701
C-801
C-802
C-803
TITLE
EXISTING CONDITIONS
PROPOSED SITE GRADING PLAN
PROPOSED PLAN
IMPACTS PLAN
PROFILE
CROSS SECTION
WORK AREA AND ACCESS PLAN
TYPICAL DETAILS
TYPICAL DETAILS
TYPICAL DETAILS
SURVEY NOTES:
1. THIS SURVEY IS FOR INFORMATIONAL PURPOSES
ONLY AND WAS CONDUCTED ON THE GROUND ON
02/05/2020, BUT DOES NOT CONFORM TO THE
MINIMUM STANDARDS SET FORTH BY THE STATE
BOARD FOR PROFESSIONAL ENGINEERS AND
SURVEYORS.
2. COORDINATE SYSTEM IS SITE SPECIFIC AND BASED
OFF OF CPI.
3. ALL LOCATIONS OF UNDERGROUND UTILITIES
SHOWN ARE APPROXIMATE. ACTUAL PIPELINE
LOCATION SHOWN IS ESTIMATED SHALL BE
VERIFIED PRIOR TO CONSTRUCTION.
4. LOCATION OF RIGHT OF WAY SHOWN IS
APPROXIMATE, INFORMATION WAS PROVIDED BY
OWNER AND IS FOR INFORMATIONAL PURPOSES
ONLY.
S. THE ORDINARY HIGH WATER MARK (O.H.W.M.) WAS
SURVEYED AT ELEV.=+391.84'.
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HIGH BANK
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HIGH BANK N a a a ,
/ waa o c�
TOES _.
• T.O.P.=+391.96' '
LEGEND: j HIGH BANK
EXPOSED PIPELINE e�
BURIED PIPELINE Colonial Pipeline
APPARENT RIGHT OF WAY 6' 24F PIPELINE
FLOW- FLOW DIRECTION EXPOSURE L=14'
T.O.P.=+391.84'
" DELINEATED WETLAND AREA
- — — — — — — - ORDINARY HIGH WATER MARK �'
'ONTROL POINTS: +�
No. NORTHING (N) EASTING (E) F ELEVATION (Z)
1 77294.5460 49184.7870 +414.84' ..All, `
2 77259.5730 49225.3090 +414.92' , '
3 77339.4510 49202.7280 +411.48' '
SITE LOCATION: N35.61304' W78.83476' DELINEATED
•`` WETLAND AREA
0' 10' 20' 30' ll �ll�ll�il�...RIB
SCALE: 1"=10'
THESE CONCEPTUAL DRAWINGS ARE PREPARED BY SUBMAR FOR
ESTIMATING PURPOSES ONLY AND ARE NOT CONSTRUCTION DRAWINGS.
THESE CONFIDENTIAL DRAWINGS MAY NOT BE COPIED UNLESS APPROVED /
BY SUBMAR, INC. COPYRIGHT c SUBMAR, INC. 2020 ALL RIGHTS
RESERVED. _
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Z) > 3 Z z
EXISTING
CONDITIONS
C-101

GRADING NOTES:
1. ALL WORK SHALL BE IN ACCORDANCE WITH ANY
SPECIAL REQUIREMENTS OF THE PERMIT.
2. NO EXCAVATION SHALL BE STARTED WITHOUT FIRST
NOTIFYING ONE CALL 48 HOURS PRIOR TO
COMMENCEMENT OF WORK. A PRE -GRADING MEETING
SHALL BE SCHEDULED AT THE SITE BEFORE START
OF GRADING WITH THE FOLLOWING PEOPLE PRESENT:
OWNER, CONTRACTOR B INSPECTOR.
3. PRIOR TO ANY CLEARING, BRUSHING OR DEMOLITION,
OTHER THAN WHAT IS AUTHORIZED, APPROVAL MUST
BE OBTAINED FROM THE PROJECT MANAGER AND
INSPECTOR.
4. CUT SLOPES SHALL NOT BE STEEPER THAN 1.50
SLOPE.
5. ALL TRENCH BACKFILLS SHALL BE EXAMINED AND
CERTIFIED BY THE SITE INSPECTOR PER THE GRADING
PLAN.
6. DUST ABATEMENT SHALL BE CONTROLLED BY
WATERING.
7. SANITARY FACILITIES SHALL BE MAINTAINED ON THE
SITE PLUS CONTAINMENT.
B. ALL PUBLIC ROADWAYS MUST BE MAINTAINED DAILY
OF ALL DEBRIS DEPOSITED ON THEM AS A RESULT
OF THE CONSTRUCTION OPERATION. CLEANING IS TO
BE DONE TO THE SATISFACTION OF THE OWNER.
ENVIRONMENTAL NOTES:
1. THE OWNER SHALL NOTIFY ALL CONTRACTORS,
SUBCONTRACTORS R MATERIAL SUPPLIERS THAT
DUMPING OF CHEMICALS INTO THE STORM DRAIN
SYSTEM IS PROHIBITED.
2. PERMITTEE SHALL MAINTAIN CONSTRUCTION SITE IN
SUCH A CONDITION THAT AN ANTICIPATED STORM
DOES NOT CARRY WASTES OR POLLUTANTS OFF THE
SITE. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT
LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS;
WASTES FROM PAINTS, STAINS, SEALANTS, GLUES,
LIMES, PESTICIDES, HERBICIDES, WOOD
PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS,
PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS,
LUBRICANTS AND HYDRAULIC, RADIATOR OR BATTERY
FLUIDS; FERTILIZERS,VEHICLE/EQUIPMENT WASH
WATER AND CONCRETE WASH WATER; CONCRETE,
DETERGENT OR FLOATABLE WASTES; WASTES FROM
ANY ENGINE/EQUIPMENT STEAM CLEANING OR
CHEMICAL DEGREASING; AND SUPER CHLORINATED
POTABLE WATER LINE FLUSHING. DURING
CONSTRUCTION, PERMITTEE SHALL DISPOSE OF SUCH
MATERIALS IN A SPECIFIED AND CONTROLLED
TEMPORARY AREA ON -SITE, PHYSICALLY SEPARATED
FROM POTENTIAL STORM WATER RUNOFF, WITH
ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL,
STATE AND FEDERAL REQUIREMENTS.
3. CONTRACTOR SHALL CONSTRUCT PROJECT AS
AUTHORIZED IN PERMITTED DRAWINGS. ANY CHANGES
MUST FIRST BE APPROVED BY PROJECT MANAGER,
OWNER AND INSPECTOR AND DOCUMENTED IN THE
CONSTRUCTION CREW BOOK.
LEGEND:
BURIED PIPELINE
APPARENT RIGHT OF WAY
FLOW_ FLOW DIRECTION
DELINEATED WETLAND AREA
SITE LOCATION: N35.61304" W78.83476"
0' 10, 20' 30'
SCALE: 1"=10'
THESE CONCEPTUAL DRAWINGS ARE PREPARED BY SUBMAR FOR
ESTIMATING PURPOSES ONLY AND ARE NOT CONSTRUCTION DRAWING
NESE CONFIDENTIAL DRAWINGS MAY NOT BE COPIED UNLESS APPRO
BY SUBMAR, INC. COPYRIGHT O SUBMAR, INC. 2020 ALL RIGHTS
RESERVED.
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G. of
HIGH BANK
Ao ` 396395
HIGH BANK 394
` TOE 3g3 395
394
\•.\ .I. - 393 _-TOE--
391�
392.5�- m- - - -
♦.
396
.�_�- COLONLAL PIPELINE / `, 40.r "
6" 24F PIPELINE !
• ,`���
� , DELINEATED
� WETLAND AREA
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PROPOSED
SITE GRADING
C-301

ONSTRUCTION NOTES:
0
1. ALL WORK IS TO BE PERFORMED IN LOW FLOW
CONDITIONS WHEN POSSIBLE. IT IS PREFERRED THAT
,s'v
`
0 ^ a
WORK OCCURS DURING THE DRY SEASON (OR
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zooms
�S, r m
" 1
OTHERWISE UPSTREAM CONTROLS MANAGED TO
MINIMIZE FLOW), CONTRACTOR SHALL MONITOR
- ',
R In p
WEATHER CONDITIONS AND PLAN CONSTRUCTION
ACTIVITIES ACCORDINGLY TO AVOID IN -STREAM WORK
z I
o
DURING RAIN EVENTS AND MINIMIZE EXPOSURE OF
"
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DISTURBED SOILS TO RAINFALL
�,I�
z = r
2. CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE
•
a
IN GOOD WORKING CONDITION AND FREE OF
3
HYDRAULIC, FUEL OR OIL LEAKS. THERE SHOULD BE
A PORT-0-POT ONSITE FUEL, HEAVY EQUIPMENT
AND ALL CHEMICAL PRODUCTS SHOULD HAVE
/ BACKFILL EXCAVATED 2•
x
ADEQUATE CONTAINMENT.
SUBMAR MAT SYSTEM DEEP TRENCH WITH
3. PERIMETER EROSION AND SEDIMENT CONTROLS SHALL
8'x20' (12 TOTAL) .EXISTING MATERIAL (TYP.)
3
=
BE ESTABLISHED ALLOWING FOR SUBSEQUENT
p
CLEARING AND GRUBBING WITHIN THE PROJECT AREA.
4. SALVAGE, FURNISH AND WASTE MATERIALS SHALL BE
BANK PAVING
,Rr
/
00
TEMPORARILY STOCKPILED IN A DESIGNATED
(12" DIA.)(TYP.)
/
z
= =
o
APPROVED AREA UNTIL FINAL HANDLING FOR ULTIMATE
PLACEMENT. IT IS THE RESPONSIBILITY OF THE
r,
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0
n
SELECTED CONTRACTOR TO ESTABLISH APPROVED
STOCKPILE, STAGING AND ACCESS AREAS. IF A RAIN
EVENT IS EMINENT, THEN A SILT FENCE SHALL BE
INSTALLED BETWEEN THE STOCKPILE SOIL AND THE
EXISTING STREAM.
i- =
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w
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r
5. UPON COMPLETION OF WORK, ALL EXCESS OR
''
Wpp
p
Lri
TEMPORARILY STOCKPILED SOILS, STUMPS OR OTHER
x0�
BACKFILL EXCAVATED
"(
L��t LL L .,-1-1-I,,,;,-1� , LLLLLLL L I
`
BANK PAVING
MATERIAL SHALL BE PERMANENTLY REMOVED AND
3' DEEP TRENCH WITH '� -
L L L L L L L L L L ,� ,�-I�,���� , „ L�L.� L L LLLL
(i2" Dla.)(TYP.)
O^NM
a
w
z
PLACED IN UPLAND STORAGE AREAS, PER LOCAL,
EXISTING MATERIAL\
LLLLLLL L LL LLLL
-I�1�11�11��`l�� Lr
p
a
STATE AND FEDERAL REQUIREMENTS.
01
N
6. IT MAY BE NECESSARY TO DIVERT STREAM FLOW
,
HIGH BANK
,�„ ,,,,,,,� - -
O'
AROUND THE WORKING AREA TO FACILITATE
\
_
_
>
•• n
CONSTRUCTION USING A BYPASS PUMP OR JERSEY
<
z -
BARRIER. IN NO INSTANCE SHALL SILT LADEN WATER
- - -
„ ��,,,,
'
777,
°•
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BE DISCHARGED INTO THE STREAM, DIRECTLY OR
-
;-I-�
TOE
8o
a
INDIRECTLY.
,.
_
MID
7. ALL TEMPORARY ACCESS, STAGING, STOCKPILE OR
OTHER TEMPORARILY DISTURBED AREAS SHALL BEAll,
STABILIZED REESTABLISHED
F�'
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,
-1 ��„
z
w
AND TO THEIR
PRE -CONSTRUCTION CONDITIONS, INCLUDING GRADE
AND VEGETATION.
V at
cwi
B. ALTHOUGH THIS PLAN MAKES EVERY ATTEMPT TO
3'DEEPx10'LONG
-
ACCOUNT FOR EROSION AND SEDIMENT CONTROL,
BANK STABILIZATION AND CONSTRUCTION LOGISTICS,
BANK PAVING •
I '. -- LLLL �L I
ROCK SUBGRADE
0
gm
UNFORESEEN CIRCUMSTANCES MAY ARISE THAT
REQUIRE ADDITIONAL OR MODIFIED MEASURES TO
(12" DIA.)(TYP.) )( )LLL
LLL LLLLL !d LL
(12" DIA•)
o
"
a=
z=
LLLLL LLLLL ;,,,�„-I-1-I-�-1�; •LL�LL,y_�LLLL
�"
CONTROL SEDIMENT, STABILIZE RIPARIAN STREAM
HIGH BANK �' I
O w
o
BANKS AND FACILITATE STRUCTURE INSTALLATION.
CONTRACTOR SHALL WORK WITH CLIENT AND
"
r= = i _ _ -_ - -
BANK PAVING
ENGINEER, AS NECESSARY, TO ENSURE THAT THE
,
-LLB ��-
(12" DIA.)(TYP.)
PROJECT IS CONSTRUCTED IN ACCORDANCE WITH THE
INTENT OF THESE PLANS.
N
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LEGEND:
W Qp
BURIED PIPELINE
COLONIAL PIPELINE
w OC Z
- — APPARENT RIGHT OF WAY
6" 24F PIPELINE
SEED do PLACE EROSION
Cn � z O
FLOW
—� FLOW DIRECTION
CONTROL BLANKET OVER `
Q O Q
�,I
ALL DISTURBED AREAS ` '
w Z 0 0 0
DELINEATED WETLAND AREA
(1,911 FT' TOTAL)
,,,
Q W U = _
SITE LOCATION: N35.61304' W78.83476'
40"an"
an
, DELINEATED
WETLAND AREA
Z Q YY a o
3
0' 10, 20' 30'
SHEET
SHEET TITLZEZ:
SCALE: 1"=10'
PROPOSED
PLAN
THESE CONCEPTUAL DRAWINGS ARE PREPARED BY SUBMAR FOR
SHEET No:
ESTIMATING PURPOSES ONLY AND ARE NOT CONSTRUC71ON DRAWINGS.
THESE CONFIDENTIAL DRAWINGS MAY NOT BE COPIED UNLESS APPROVED
BY SUBMAR, INC. COPYRIGHT O SUBMAR, INC. 2020 ALL RIGHTS
/
C 401
RESERVED.

WETLAND IMPACT
LINEAR IMPACT - STREAM 1
55 LF (MATS)
® WETLAND IMPACT
10 LF (ROCK)
1,178 SF (0.02 ACRES)(MATS)
192 SF (0.004 ACRES)(ROCK)
HIGH BANK \ \
II r'1
HIGH BANK
" I`i f it i iv vn v i
/
LEGEND:
BURIED PIPELINE
COLONIAL PIPELINE
,
6" 24F PIPELINE
— - — - - APPARENT RIGHT OF WAY
10-00`
FLOW DIRECTION
**
•
�,I�
_FLOW
"_'DELINEATED WETLAND AREA
�
,�'' DELINEATED
WETLAND AREA
3 SITE LOCATION: N35.61304' W78.83476'
2
4 0' 10' 20' 30'
SCALE: 1"=10'
IRaII� I�II�
IRau�
THESE CONCEPTUAL DRAWINGS ARE PREPARED BY SUBMAR FOR
g ESTIMATING PURPOSES ONLY AND ARE NOT CONSTRUCTION DRAWINGS.
THESE CONFIDENTIAL DRAWINGS MAY NOT BE COPIED UNLESS APPROVED
3 BY SUBNAR, INC. COPYRIGHT I SUBMAR, INC. 2020 ALL RIGHTS
/
B RESERVED.
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IMPACTS PLAN I
C-402

400
390
370
-0+10
BACKFILL EXCAVATED
3' DEEP TRENCH WITH -
EXISTING MATERIAL
0+00
LEGEND:
�I BURIED PIPELINE
PROPOSED FILL
® PROPOSED CUT
O.H.W.M. ORDINARY HIGH WATER MARK
s
SITE LOCATION: N35.61304' W78.83476'
g; 0' 10' 20' 30'
! SCALE: 1"=10'
BY SUBMAR, INC. COPYRIGHT rc' SURMAR. INC. 2020 ALL RIGHTS
RESERVED.
.IUBMAK MAI �T]IGM
B'x20' (12 TOTAL)
EXISTING GRADE — — -
COLONIAL PIPELINE
3'DEEPx10'LONG
6" 24F PIPELINE
ROCK SUBGRADE
(12- DIA.)
1 00
400
L1
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BEET TITLE:
PROFILE
C-501

BURIED PIPELINE
® PROPOSED FILL
® PROPOSED CUT
i
O.H.W.M. ORDINARY HIGH WATER MARK
SITE LOCATION: N35.61304' W78.83476'
I 0' 10, 20' 30'
i
SCALE: 1 "=10'
I
THESE CONCEPTUAL DRAWINGS ARE PREPARED BY SUBPAR FOR
i ESTIMATING PURPOSES ONLY AND ARE NOT CONSTRUCTION DRAWINGS.
THESE CONFIDENTIAL DRAWINGS NAY NOT BE COPIED UNLESS APPROVEI
BY SUBMAR, INC. COPYRIGHT xl SUBMAR, INC. 2020 ALL RIGHTS
RESERVED.
420
410
400
Iwl
m
PROPOSED GRADE
SUBMAR
8'x20'
MAT SYSTEM
(12 TOTAL)—
EXISTING
BACKFILL EXCAVATED
2' DEEP TRENCH
GRADE
WITH
H.W M
EXISTING MATERIAL
COLONIAL PIPELINE
6" 24F PIPELINE
370
.50
-00 -30 -20 -10 0 to 20 30 40
1
C401
420
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SHEET TITLE:
CROSS
SECTION
SHEET No:
C-601

ArrFSC PI API
SCALE: 1' = 300'
LEGEND; ---
BURIED PIPELINE
APPARENT RIGHT OF WAY
E; FLOW_ FLOW DIRECTION
"—"—"— DELINEATED WETLAND AREA
SITE LOCATION: N35.61304' W78.83476'
I 0' 30' 60' 90,
I SCALE: 1"=30'
t
THESE CONCEPTUAL DRAWINGS ARE PREPARED BY SUBMAR FOR
i ESTIMATING PURPOSES ONLY AND ARE NOT CONSTRUCTION DRAWINGS.
THESE CONFIDENTIAL DRAWINGS MAY NOT BE COPIED UNLESS APPROVE
BY SUBMAR, INC. COPYRIGHT O SUBMAR, INC. 2020 ALL RIGHTS
7 RESERVED.
STAGING AREA
3,426 SF
(0.08 ACRES)
/
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0
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Otero
00..
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0- N
WORK AREA
COLONIAL PIPELINE'
3
11,280 SF
6- 24F PIPELINE
(0.26 ACRES)
Z
Y
120
Www
0
30
I
/
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120
WORK AREA PLAN
SCALE: 1" = 30'
ui
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zMw
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WORK AREA AND
ACCESS PLAN
HEET No:
C-701

L38'LmE�
-
4.5' I
INDIVIDUAL ELEMENT
EDIS
2.25'
•Y•MATTRESS TYPE: REVETMENT
• MATTRESS DIMENSIONS: 8' z 20' x 4.5'
'..
• MATTRESS WEIGHT: AIR 6.200 POUNDS
• MATTRESS WEIGHT SUBMERGED: 3.600 POUNDS (APPROX.)
NOTE:
• CONCRETE DENSITY: 145 LBS PER CU. FT., 4,000 PSI
1. EXACT PLACEMENT OP MATS AND/OR ANCHORS
• 160 ELEMENTS: 5/8' ULTRA VIOLET STABILIZED
WILL BE DETERMINED IN THE FIELD.
COPOLYMER EXTRUDED FIBER ROPE,
2. MATS ARE PLACED ON A GEOTEXTTLE FABRIC
MINIMUM TENSILE STRENGTH 8,500 POUNDS
AS SHOWN IN DETAIL
SUBMAR MAT SYSTEM
SCALE: N.T.S.
GEOTEXTILE PLAN LAYOUT
SCALE: N.T.S.
TNESE CONCEPTUAL DRAWINGS ARE PREPARED BY SUBMAR FOR
ESTIMATING PURPOSES ONLY AND ARE NOT CONSTRUCTION DRAWINGS.
THESE CONFIDENTIAL DRAWINGS MAY NOT BE COPIED UNLESS APPROVE'
BY SUBMAR, INC. COPYRIGHT O SUBMAR, INC. 2020 ALL RIGHTS
RESERVED.
SUBMAR MAT SYSTEM
GEOTEXOLE UNDERNEATH
SUBMAR MAT SYSTEM
IXISRNG
GRADE I �' �i
il' PROPOSED
GRADE
BACKFILL IXGVATED GEOTEXTILE UNDERNEATH
3' DEEP TRENCH WffN SUBMAR MAT SYSTEM TO BE
COMPACTED MATERIAL PLACED V BEYOND MAT SYSTEM
UPSTREAM ANCHOR TRENCH DETAIL
SCALE'. N.T.S.
BACKFILL EXCAVATED
2' DEEP TRENCH WITH
SUBMAR MAT COMPACTED MATERIAL
IXISPNG
GRADE
SYSTEM
2
PROPOSED
GRADE
3• J
GEOTEXTTLE UNDERNEATH
SUBMAR MAT SYSTEM TO BE
PLACED V BEYOND MAT
FLANK TRENCH DETAIL
SCALE: N.T.S.
SUBMAR MAT
SYSTEM
ROCK TO BE PLACED AT
IN AND
EXISDNG
' OUi
% GRADE
*OF
PROPOSED ./GRADEATH
SUBMAR MAT SYSTEM
ROCK SUBGRADE ROCK GRADE CONTROL DETAIL
SCALE: N.T.S.
S' x 20' x SS. WORM DRNE CONNECTORS
4.5 IA75 r MAT 2 B' z 20' z
MAT 1 Il/ COTORS
4.5' MATS
CURRENT FLOW
MAT 2
MAT 1
ROPE LACKED
UNDER
PLAN VIEW SIDE VIEW
NOTE:
316 STAINLESS STEEL 2,200 LB. BREAKDRG STRENGTH IN THE LINE
CONFIGI(RATION ABOVE. 5116' MITT DRIVER NEEDED
PERIMETER MAT CONNECTION DETAIL
SCALE: N.T.S.
20 0
l Q Z
Lu0 EQ
= to Z
LU Q = J <
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Of
SHEET TITLE:
TYPICAL
DETAILS
SHEET No:
C-801

HIGHBANK
APPROVED DEWATERING PUMP WITH
DISCHARGE PIPE
CONTAINMENSUCTI
CLEAN WATER SANDBAG
SEDIMENT BAG
DAM (SEE CROSS SECTION)
SUCTION ON
STRAW BALES
BASE FLOW + 1' IMPERVIOUS
(2' MIN.j
SUMP -HOLE OR POOL
TOE PIPE
SHEETING
(12• TO 78• DEEP 2'
DIM)
.-.�.
WORK AREA
—_ ,—_
SEDIMENT
SANDBAG DAM
SUCTION PIPE
DISCHARGE PIPE
SANDBAG DAM
CROSS SECTION
STREAM DIVERSION PUMPS
WITH CONTAINMENT
ERGY DISSIPATOR
(PUMPS SHOULD DISCHARGE
WORK AREA LENGTH
NOT TO EXCEED THAT WHICH CAN BE
ONTO A STABLE VELOCITY
DISSIPATOR LADE OF RIPRAP
HIGHBANK
COMPLETED IN ONE DAY
OR SANDBAGS)
DEWATERING DETAIL
SCALE'. N.T.S.
STRAP !�. '
FLOW '3 . h .,..:�.;'�•.'.�j"':
.,.j.�1. • • � � 12" MIS
PUMP DISCHARGE ~'• �"y.,.; '; i �:• ~
HOSE
12" MIN.
PLAN VIEW MULCH, LEAF / WOOD COMPOST,
STRAP WOOOCHIPS, SAND OR STRAW
RCA, �� SLOPE
5% MAX.
Mif! �n4
ELEVATION FLIER". a^MIN.
FILTER BAG CONSTRUCTION SPECIFICATIONS
1. TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE.
2. PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF/WOOD COMPOST, WOOD CHIPS, SAND OR
STRAW BALES) LOCATED ON A LEVEL OR 5% MAX. SLOPING SURFACE. DISCHARGE TO A STABILIZED AREA
EXTEND BASE A MIN. OF 12• FROM EDGES OF BAG.
3. CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG IN ACCORDANCE
WITH THE MANUFACTURING RECOMMENDATIONS. AS THE BAG FILLS WITH SEDIMENT, REDUCE PUMPING
RATE.
4. REMOVE k PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PUMPING OPERATIONS OR AFTER
BAG HAS REACHED CAPACITY, WHICHEVER OCCURS FIRST. SPREAD THE DEWATERED SEDIMENT FROM THE
BAG IN AN APPROVED UPLAND AREA AND STABILIZE WITH SEED AND MULCH BY THE END OF THE WORK
DAY. RESTORE THE SURFACE AREA BENEATH THE BAG TO ORIGINAL CONDITION UPON REMOVAL OF THE
DEV CE.
5. USE NONWOVEN GEOTEXTILE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH THREAD. SIZE SLEEVE
TO ACCOMMODATE A MAX. 4• DA PUMP DISCHARGE HOSE. THE BAG MUST BE MANUFACTURED FROM A
NONWOVEN GEOTEXTILE THAT MEETS OR EXCEEDS MIN. AVERAGE ROLL VALUES (MARV) FOR THE
FOLLOWING: GRAB TENSILE 250 LB ASTM
D-4632
PUNCTURE 150 LB ASTM D-4833
FLOW RATE 70 GAL/MIN/FT` ASTM D-4491
PERLIITTMIY (SEC-') 12 SEC' ASTM D-4491
UV RESISTANCE 7& STRENGTH O 500 HOURS ASTM D-4355
APPARENT OPENING S1ZE (ADS) 0.15 - 0.18 MM ASTM D-4751
SEAM STRENGTH Sox ASTM D-4632
6. REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS OR PUNCTURES. WRING OPERATION KEEP
CONNECTK)N BETWEEN PUMP HOSE AND FILTER BAG WATER TIGHT. REPLACE BEDDING IF IT BECOMES
OISP
FILTER BAG DETAIL
SCALE: N.T.S.
THESE CONCEPTUAL DRAWINGS ARE PREPARED BY SUBMAR FOR
ESTINATINC PURPOSES ONLY AND ARE NOT CONSTRUCTION DRAWINI
THESE CONFIDENTIAL DRAWINGS MAY NOT BE COPIED UNLESS APPRC
BY SUBMAR, INC. COPYRIGHT O SUBMAR, INC. 2020 ALL RIGHTS
RESERVED.
I
f— 6' AIAX
CENIERTOCENTER
36' MIN. FENCE POST
LENGTH DRIVEN MIN. 16•
INTO ROUND
16• MIN. HEIGHT OF
WVEN SILT FILM GEOTEXTILE
J 8' IN__RD"EPTH
INTO GUND
ELEVATION
36• MIN. FENCE
POST LENGTH
WOVEN SLR FILM FENCE POST 18•
GEOTE)01LE NIN. ABOVE GROUND
UNDISTURBED
FLOW_ GROUND
EMBED GEOTEXTILE
MIN. OF 8• VERTICALLY
INTO THE GROUND. BACKFILL FENCE POST DRIVEN
AND COMPACT THE SOIL ON A MIN. OF 16• INTO
BOTH SIDES OF GEGTEXTILE THE GROUND
CROSS SECTION
POSTS
STEP 1 aT STEP 2LE
TW
STAPLE `STAPLE TWIST POST TOGETHE STAPLE
STAPLE STAPLE
STEP 3� I FINAL
J CONFIGURATION
STAPLE STAPLE
JOINING TWO ADJACENT SILT
PENCE SECTIONS (TOP VIEW)
SILT FENCE CONSTRUCTION SPECIFICATIONS
i. USE WOOD POSTS 1-3/4• x 1-3/4" 3 1/18• (MINIMUM) SQUARE CUT OF SOUND
QUALITY HARDWOOD. AS AN ALTERNATIVE TO WOODEN POST USE STANDARD 'T• OR •U•
SECTION STEEL POSTS WEIGHING NOT LESS THAN 1 POUND PER LINEAR FOOT.
2. USE 36• MINIMUM POSTS DRIVEN 16• MINIMUM INTO GROUND NO MORE THAN 6' APART.
3. USE WOVEN SLIT FILM GEOTEXTILE AS SPECIFIED IN SECTION H-1 MATERIALS AND
FASTEN GEOTEXTILE SECURELY TO UPSLOPE SIDE OF FENCE POSTS WITH WIRE TIES OR
STAPLES AT TOP AND MID -SECTION.
4. PROVIDE MANUFACTURER CERTIFICATION TO THE AUTHORIZED REPRESENTATIVE OF THE
INSPECTION/ENFORCEMENT AUTHORITY SHOWING THAT THE GEOTEXTILE USED MEETS THE
REQUIREMENTS IN SECTION H-1 MATERIALS.
5. EMBED GEOTEXTILE A MINIMUM OF 8' VERTICALLY INTO THE GROUND. BACKFILL AND
COMPACT THE SOIL ON BOTH SIDES OF FABRIC.
S.
WHERE 2 SECTIONS OF GEOTEXTILE ADJOIN: OVERLAP, TWIST AND STAPLE TO POST IN
ACCORDANCE WITH THIS DETAIL
7. EXTEND BOTH ENDS OF THE SILT FENCE A MINIMUM OF 5' HORIZONTAL UPSLOPE AT 45
DEGREES TO THE MAIN FENCE ALIGNMENT TO PREVENT RUNOFF FROM GOING AROUND
THE ENDS.
B. REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVELOP IN SILT FENCE
OR WHEN SEDIMENT REACHES 25X OF FENCE HEIGHT. REPLACE GEOTD(TTLE IF TORN. IF
UNDERMINING OCCURS, REINSTALL FENCE.
SILT FENCE DETAIL
SCALE: N.T.S.
20 U
Q Z
Q
C0 _ J
C 5'!J K
LjJ Q 0 J Q
L'j2
ZW
0 W of F-
z�3zz
HEET TITLE:
TYPICAL
DETAILS
HEETNo:
C //�
802

EXISTING GRADE
III RAP TYPICAL THICKNESS TO BE
-__--- 1.5 TIME THE UPPER UNIT OF 0
GE07EXTILE FABRIC SHALL BE
GRADE INTO SLOPE
PROPEX 801 OR APPROVED EQUAL
UNIFORMLY THE
THICKNESS OF THE
I
RIPRAP USED
2
MAX. SLOPE FOR
3' F`
RIPRAP PLACEMENT
2'
TOE TRENCH - MINIMUM TOE TRENCH DEPTH BELOW
CHANNEL INVERT SHALL BE DESIGNED BASED ON SITE
CHARACTERISTICS AND TO PREVENT FAILURE DUE TO
SCOUR
BANK PAVING DETAIL
SCALE. N.T.S.
THESE CONCEPTUAL DRAWINGS ARE PREPARED BY SUBNAR FOR
TIMATING PURPOSES ONLY AND ARE NOT CONSTRUCTION DRAWINGS.
SE CONFIDENTIAL DRAWINGS NAY NOT BE COPIED UNLESS APPROVE
BY SUBMAR, INC. COPYRIGHT C SUBMAR, INC. 2020 ALL RIGHTS
RESERVED.
OVERLAP OR ABUT
ROLL EDGES (TYP.) 6" MIN. OVERLAP
6" DEEP (MIN.) AT ROLL END (TYP.)
KEY 1 NTRENCH
PREPARED SLOPE (SEEDBED) ...
WITH SEED IN PLACE
EROSION CONTROL BLANKET CONSTRUCTION SPECIFICATIONS
1. USE TEMP. SOIL STABILIZATION MATTING MADE OF DEGRADABLE (LASTS 6 MOS. MIN.) NATURAL OR
MAN-MADE FIBERS (MOSTLY ORGANIC). MAT MUST HAVE UNIFORM THICKNESS & DISTRIBUTION OF FIBERS
THROUGHOUT & BE SMOLDER RESISTANT. CHEMICALS USED IN THE MAT MUST BE NON -LEACHING &
NON -TOXIC TO VEGETATION & SEED GERMINATION & NON-INJUROUS TO THE SKIN. IF PRESENT, NETTING
MU S7 BE EXTRUDED PLASTIC WITH A MAX MESH OPENING OF 2 .2" & SUFFICIENTLY BONDED OR SEWN ON
2" CENTERS ALONG LONGITUDINAL AXIS OF THE MATERIAL TO PREVENT SEPARATION OF THE NET FROM THE
PARENT MATERIAL
2. SECURE MATTING USING STEEL STAPLES, WOOD STAKE OR BIODEGRADABLE EQUIVALENT. STAPLES MUST BE
'U" OR "T" SHAPED STEEL WIRE HAVING A MIN. GAUGE OF NO. 11 AND NO. 8 RESPECTIVELY 'U' SHAPED
STAPLES MUST AVERAGE 1" TO 1-1/2' WIDE & BE A MIN. 6' LONG. "T' SHAPED STAPES MUST HAVE A
MIN. 8' MAIN LEG, A MIN. 1" SECONDARY LEG, & A MIN. 4' HEAD. WOOD STAKES MUST BE ROUGH -SAWN
HARDWOOD. 12' TO 24' IN LENGTH, 1' K 3' IN CROSS SECTION & WEDGE SHAPED AT THE BOTTOM.
3. PERFORM FINAL GRADING, TOPSOIL APPLICATION, SEEDBED PREP. & PERMANENT SEEDING IN ACCORDANCE
WRH SPECS. PLACE MATTING WITHIN 48 HRS OF COMPLETING SEEDING OPERATIONS UNLESS END OF
WORKDAY STABILIZATION IS SPECIFIED ON THE APPROVED EROSION & SEDIMENT CONTROL PLAN.
4. UNROLL MATTING DOWN SLOPE LAY MAT SMOOTHLY & FIRMLY UPON THE SEEDED SURFACE. AVOID
STRETCHING THE MATTING.
5. OVERLAP OR ABUT ROLL EDGES PER MANUFACTURING RECOMMENDATIONS. OVERLAP ROLL ENDS BY 6'
(MIN.) WITH THE UPSLOPE MAT OVERLAPPING ON TOP OF THE DOWNSLOPE MAT.
6. KEY IN THE UPSLOPE END OF MAT 6' (MIN.) BY DIGGING A TRENCH, PLACING THE MATTING ROLL END IN
THE TRENCH, STAPLING THE MAT IN PLACE, REPLACING THE EXCAVATED MATERIAL, & TAMPING TO SECURE
THE MAT END IN THE KEY.
7. STAPLE/STAKE MAT IN A STAGGERED PATTERN ON 4' (MAX.) CENTERS THROUGHOUT & 2' (MAX.) CENTERS
ALONG SEAMS, JOINTS & ROLL ENDS.
e. ESTABUSH & MAINTAIN VEGETATION SO THAT REQUIREMENTS FOR ADEQUATE VEGETATIVE ESTABLISHMENT ARE
CONTINUOUSLY MET IN ACCORDANCE WITH SECTION B-4 VEGEFATVE STABILIZATION.
EROSION CONTROL BLANKET DETAIL
SCALE: N.T.S.
Q z
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U) z�0'
(y < Q<f
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zW
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Z)�:3zz
TYPICAL
DETAILS
'ILL1 NO:
C-803

APPENDIX B
TYPICAL DAM AND PUMP MAINTENANCE DIG

PUMP
SUMP W/INTAKE HOSE
FILTER/SCREEN OR
SUBMERSIBLE PUMP
-
WATERBODY
SPOIL CONTAINMENT BERM
(SILT FENCE, HAY BALES
OR OTHER APPLICABLE
MATERIALS)
PERMANENT ROW
ri
I
II II I
II II I
III
II II I
II II I
I I I RETAIN A MIN. 25'
I I VEGETATIVE BUFFER TO
THE EXTENT POSSIBLE
III I i I
III I ENERGY DISSIPATOR/
SCOUR PROTECTION
III
FLOW
II_ II
"DAM25'
TO
71 LE
SPOIL
II
I II
III III ,
II II
II II '
FILTER BAG
( II ii
TROW ENGINEERING CONSULTANTS INC.
Iwo uelFoaarti,u BLw., surf XIO TKUxAStEl. R, UL J3JOL
Trow P-: (-) ]JS--1
REMION
SCALE DATE DRAWN
NM 01-29-2004 ALS -
BACKHOE
FOR STREAM EQUIPMENT
CROSSINGS, SEE NOTE 14
SEE SHEET 2 FOR NOTES
CD
COLONIAL PIPELINE COMPANY
ATLANTA. GEORGIA
TYPICAL DAM AND PUMP
MAINTENANCE DIG
AT WATERBODY LESS THAN 15'
TROW RRDI. NO.
DRAWING
SHEET
THESOOSM62
COL--
1 OF 2

DAM AND PUMP CROSSING
THE FOLLOWING IS A SEQUENCE OF CONSTRUCTION AND MITIGATION
MEASURES TO BE FOLLOWED AT ALL "DAM AND PUMP" TYPE CROSSINGS.
SEQUENCE OF ACTIVITIES
STEP 1. IMPLEMENT THE TEMPORARY EROSION AND SEDIMENT CONTROLS.
STEP 2. INSTALL DRY STREAM CROSSING MATERIALS.
STEP 3. EXCAVATE TRENCH AND INSPECT OR REPLACE PIPE.
STEP 4. BACKFILL AND RESTORE STREAM BANKS.
STEP 5. REMOVE DAMS.
STEP 6. IMPLEMENT PERMANENT EROSION AND SEDIMENTATION CONTROLS.
NOTES:
1. SCHEDULE INSTREAM ACTIVITY FOR LOW FLOW PERIODS AND
FOR THE APPROPRIATE TIMING WINDOW.
2. MARK OUT AND MAINTAIN LIMITS OF AUTHORIZED WORK
AREAS WITH FENCING OR FLAGGING TAPE TO AVOID
UNNECESSARY DISTURBANCE OF VEGETATION. ENSURE
EQUIPMENT OPERATORS WORKING ON THE CROSSING HAVE
BEEN BRIEFED ABOUT THIS PLAN AND THE MEASURES
NEEDED TO PROTECT WATER QUALITY. INSTALL PRE —WORK
SEDIMENT CONTROL MEASURES AS SPECIFIED IN THE PLAN.
ALL NECESSARY EQUIPMENT AND MATERIALS TO BUILD THE
DAMS AND TO PUMP WATER MUST BE ON SITE OR READILY
AVAILABLE PRIOR TO COMMENCING IN —WATER CONSTRUCTION.
3.
4.
MAINTENANCE OF STREAMFLOW
IF THERE IS ANY FLOW IN THE WATERBODY, INSTALL
PUMPS TO MAINTAIN STREAMFLOW AROUND THE ISOLATED
SECTIONS OF CHANNEL. THE PUMP IS TO HAVE 1.5
TO 2 TIMES THE PUMPING CAPACITY OF ANTICIPATED FLOW.
A SECOND STANDBY PUMP OF EQUAL CAPACITY IS TO BE
READILY AVAILABLE AT ALL TIMES. AN ENERGY DISSIPATOR
IS TO BE BUILT TO ACCEPT PUMP DISCHARGE WITHOUT
STREAMBED OR STREAMBANK EROSION. IF THE WORK
IS PROLONGED BEYOND ONE DAY THE AREA NEEDS
TO BE MONITORED OVERNIGHT.
S. IF A REPLACEMENT, PIPE MAKE—UP AREAS ARE TO BE
LOCATED AT LEAST 50 FT. FROM THE WATER'S EDGE
(WHERE TOPOGRAPHIC CONDITIONS PERMIT) AND SHALL
BE THE MINIMUM AREA NEEDED.
9. DAMS ARE TO BE MADE OF STEEL PLATE, INFLATABLE PLASTIC
DAM, SAND BAGS, COBBLES, WELL GRADED COARSE GRAVEL FILL,
OR ROCK FILL. DAMS MAY NEED KEYING INTO THE BANKS AND
STREAMBED. ENSURE THAT THE DAM AND VEHICLE CROSSING (IF
NEEDED ARE LOCATED FAR ENOUGH APART TO ALLOW FOR A WIDE
EXCAVAION. CAP FLUMES USED UNDER VEHICLE CROSSING
DURING DRY CROSSING.
10.
CONTRACTOR SHALL SUPPLY, INSTALL AND MAINTAIN SEDIMENT
CONTROL STRUCTURES, AS DEPICTED AND ALONG DOWN GRADIENT
SIDES OF WORK AREAS AND STAGING AREAS SUCH THAT NO
HEAVILY SILT LADEN WATER ENTERS WATERBODY.
a. NO HEAVILY SILT LADEN WATER SHALL BE DISCHARGED DIRECTLY
OR INDIRECTLY INTO THE WATERBODY.
b. EROSION AND SEDIMENT CONTROL STRUCTURE LOCATIONS AS
DEPICTED ARE APPROXIMATE AND MAY BE ADJUSTED AS DIRECTED
BY THE COMPANY INSPECTOR TO ACTUAL SITE CONDITIONS.
c. SILT FENCE OR HAY BALE INSTALLATIONS SHALL INCLUDE
REMOVABLE SECTIONS TO FACILITATE ACCESS DURING
CONSTRUCTION. UTILIZE HAY BALE BARRIERS ONLY IN LIEU 11.
OF A SILT FENCE WHERE FREQUENT ACCESS IS REQUIRED.
d. SEDIMENT LADEN WATER FROM TRENCH DEWATERING SHALL BE 12.
DISCHARGED TO A WELL VEGETATED UPLAND AREA, INTO A HAY
BALE DEWATERING STRUCTURE OR GEOTEXTILE FILTER BAG.
e. SEDIMENT CONTROL STRUCTURES MUST BE IN PLACE AT ALL
TIMES ACROSS THE DISTURBED PORTIONS OF THE RIGHT—OF—WAY
EXCEPT DURING EXCAVATION/INSTALLATION OF THE CROSSING PIPE.
TO THE EXTENT POSSIBLE, MAINTAIN A MINIMUM 25 FEET
VEGETATIVE BUFFER STRIP BETWEEN DISTURBED AREAS AND THE
WATERBODY. INSTALL AND MAINTAIN A SILT FENCE UPSLOPE
OF THE BUFFER STRIP ON EACH SIDE OF THE WATERBODY.
THE SILT FENCE SHOULD INCORPORATE REMOVABLE "GATES" AS
REQUIRED TO ALLOW ACCESS WHILE MAINTAINING EASE OF
REPLACEMENT FOR OVERNIGHT OR DURING PERIODS OF RAINFALL.
5. CONSTRUCT A TEMPORARY SUMP UPSTREAM OF THE DAM AND
LINE WITH ROCKFILL IF A NATURAL POOL DOES NOT EXIST.
INSTALL THE PUMP OR PUMP INTAKE IN THE POOL OR SUMP.
DISCHARGE WATER ONTO AN ENERGY DISSIPATOR DOWNSTREAM
OF THE WORK AREA. 13.
6, EXCAVATED MATERIAL MUST NOT BE STOCKPILED WITHIN 10 FT.
OF THE WATERBODY. THIS MATERIAL MUST BE CONTAINED
WITHIN BERM CONTAINMENT, WITH SECONDARY SILT FENCE
PROTECTION TO PREVENT SATURATED SOIL FROM FLOWING
BACK INTO THE WATERBODY.
7. CHEMICALS, FUELS, LUBRICATING OILS SHALL NOT BE STORED
DEWATER AREA BETWEEN DAMS IF POSSIBLE. DEWATERING
SHOULD OCCUR IN A STABLE VEGETATIVE AREA A MINIMUM OF
50 FT. FROM ANY WATERBODY. THE PUMP DISCHARGE SHOULD
BE DISCHARGED ONTO A STABLE SPILL PAD, FILTER BAG OR
HAY BALE STRUCTURE TO PREVENT LOCALIZED EROSION.
THE DISCHARGE WATER SHOULD ALSO BE FORCED INTO SHEET
FLOW IMMEDIATELY BEYOND THE SPILL PAD BY USING HAY BALES
AND THE NATURAL TOPOGRAPHY. DISCHARGED WATER SHALL NOT
BE ALLOWED TO FLOW INTO ANY WATERBODY OR WETLAND. IF IT
IS NOT POSSIBLE TO DEWATER THE EXCAVATION DUE TO SOILS
WITH A HIGH HYDRAULIC CONDUCTIVITY, THE EXCAVATION IS TO BE
CARRIED OUT IN THE STANDING WATER. PUMP ANY DISPLACED WATER
AS DESCRIBED ABOVE TO PREVENT OVERTOPPING OF DAMS.
INSPECT/REPAIR PIPELINE AS NEEDED.
CONTRACTOR SHALL RESTORE THE STREAM BED AND BANKS TO
APPROXIMATE PRE —CONSTRUCTION CONTOURS, BUT NOT TO
EXCEED 2:1 SLOPE.
a. CONTRACTOR SHALL INSTALL PERMANENT EROSION AND
SEDIMENT CONTROL STRUCTURES AS INDICATED ON A SITE
SPECIFIC BASIS. IN THE ABSENCE OF SITE SPECIFIC INFOR—
MATION, A FLEXIBLE CHANNEL LINER SUCH AS NAG C125 OR
C350 WHICH IS CAPABLE OF WITHSTANDING ANTICIPATED FLOW
SHALL BE INSTALLED. ALTERNATIVELY, ROCK RIP —RAP SHALL
BE INSTALLED.
b. ANY MATERIALS PLACED IN THE STREAM TO FACILITATE
CONSTRUCTION SHALL BE REMOVED DURING RESTORATION.
BANKS SHALL BE STABILIZED AND TEMPORARY SEDIMENT
BARRIERS INSTALLED AS SOON AS POSSIBLE AFTER IN —STREAM
WORK BUT WITHIN 24 HOURS OF COMPLETING IN —STREAM WORK.
c. MAINTAIN A SILT FENCE OR HAY BALE BARRIER ALONG
THE WATERBODY UNTIL VEGETATION IS ESTABLISHED IN
ADJACENT DISTURBED AREAS.
WHEN THE STREAMBED HAS BEEN RESTORED, THE CREEK BANKS
ARE TO BE CONTOURED TO A STABLE ANGLE AND PROTECTED
WITH EROSION RESISTANT MATERIAL COMPATIBLE WITH FLOW
VELOCITY BETWEEN DAMS (E.G., EROSION CONTROL BLANKETS,
CRIBBING, ROCK RIP —RAP, ETC.). THE DAMS ARE TO BE REMOVED
DOWNSTREAM FIRST. KEEP PUMP RUNNING UNTIL NORMAL FLOW
IS RESUMED. COMPLETE BANK TRIMMING AND EROSION PROTECTION.
IF SANDBAGS ARE USED FOR THE DAMS, PLACE AND REMOVE BY
Al— NOR SHALL EQUIPMENT BE REFUELED WITHIN 100 FT. OF THE HAND TO AVOID EQUIPMENT BREAKING BAGS.
WATERBODY. PUMPS ARE TO BE REFUELED AS PER THE SPCC PLANS. 14. TEMPORARY EQUIPMENT CROSSING CAN BE CONSTRUCTED USING EITHER
A FLUME CROSSING OR A TEMPORARY BRIDGE. FOR BRIDGE CROSSING
DETAILS, REFER TO THE TYPICAL RAILCAR BRIDGE CROSSING OR
TYPICAL MAT CROSSING DRAWINGS.
TROW ENGINEERING CONSULTANTS INC.
1J00 YEfROPOIRAN SLVO.. S rtE iKUXASSEL 1. USA J3J06
P E: (fl50J JS5-JHI
COLONIAL PIPELINE COMPANY
ATLANTA, GEORGIA
TYPICAL DAM AND PUMP I
MAINTENANCE DIG
° 05-�2001 ._n AT WATERBODY LESS THAN 15'
SCALE I DATE I DRAWN APPROVED I TROW PROI. NO.1 DRAWING I SHEET
NTS 1 01-29-2— 1 MS 1 1 THE50050382 1 COL-0003a 2 OF 2

APPENDIX C
CPC SOIL EROSION AND SEDIMENT CONTROL PLAN

Colonial Pipeline Company
Soil Erosion and Sediment Control Plan
For
Pipeline Maintenance Activities
Objective
Disturbed areas are to be restored as close as practical to their original contours and
conditions so that once vegetation is reestablished, erosion will be reduced to the same
or lower level that existed prior to disturbance.
Description
This section defines the soil erosion and sediment control measures that Colonial
Pipeline Company will implement during and after inspection and repairs of the pipeline
are complete. The objectives of this plan are to establish general guidelines for
controlling erosion and sedimentation and to specify criteria for sensitive or particularly
susceptible soil areas. The plan incorporates measures to control erosion and
sedimentation, including minimizing cover removal, limiting the time of exposure,
limiting the flowof water onto the disturbed right-of-way, and filtering or settling out
sediment from water flowing from the right-of-way.
The primary objective of the soil erosion and sediment control plan is to reduce the area
and duration of soil disturbance and reestablish permanent vegetation as soon after
construction as possible, thereby minimizing long-term erosion and sedimentation.
Some erosion is inevitable during construction; however, the plan includes measures to
reduce erosion to the minimum practical.
Colonial Pipeline Company plans to reduce soilerosion and provide sediment control
during the repair of the pipeline at the project site by incorporating the following
measures:
• Water pumped from the construction area as part of the dewatering operation
from the excavation will be filtered through silt filtration bags and discharged to
a well -vegetated area.
• All work will be confined within the existing right-of-way. Staked hay bales and silt
fence will be installed around the worksite and maintained until vegetation is established.
Proper controls will be added ifnecessary during construction.
• All terms and conditions within Nationwide Permit 3 will be followed.
• Erosion control measures will be installed prior to conducting any soil disturbing
activities associated with the pipeline maintenance activity.
• Clearing of vegetation will be kept to an absolute minimum and confined to the
existing pipeline easement area. The easement area is 50 feet in width and devoid

of large trees. The right of way is vegetated with undergrowth grasses and other
short vegetation.
• Vegetation will be reestablished within disturbed areas and along stream banks
as soon as possible upon completion of work. Disturbed areas will be seeded
with a wetland seed mixture
• All erosion and sediment control measures will be inspected every two weeks at a
minimum and after every significant rainfall event of 0.5 inch or more until
disturbed areas have been stabilized. Identified damages to control measures
must be repaired immediately.
Refuse and Waste Disposal
Colonial's representative will not a]low the Contractor to discard any litter, including
paper, bottles, cans, rags, sacks, welding rod stubs, fuel, crankcase draining, coating
materials, equipment, and junk pipe in the ditch or along the right-of-way. All refuse
must be collected and disposed in accordance with company specifications. Personnel
will be instructed regarding the correct procedure for waste disposal.
Maintenance/Inspection Procedures
The following inspection and maintenance practices will be implemented to maintain
erosion andsediment controls:
i. All control measures will be inspected every two weeks at a minimum and following
any storm event of 0.5 inch or greater.
2. All control measures will be maintained in good working order. If a repair is
necessary, it will be initiated within 24 hours of the report.
3. Built-up sediment will be removed from silt fences when it has reached one-third the
height ofthe fence.
4. Silt fences will be inspected for depth of sediment, tears, secure attachment of the
fabric to the fence posts, and firm placement of the fence posts in the ground.
5. Temporary and permanent seeding and planting will be inspected for bare spots,
washouts, and healthy growth.
6. Colonial Pipeline Company will select individuals to be responsible for inspections,
maintenance and repair activities, and completion of the inspection and
maintenance report. Personnel selected for inspection and maintenance
responsibilities will receive training from Colonial Pipeline Company or its
representative. Personnel must be trained in all practices necessary for maintaining
the erosion and sediment controls used on -site.
2

APPENDIX D
401 & BUFFER PERMITTING PCN SUBMITTAL CHECKLIST

Version 1.4
January 9, 2009
401 & Buffer Permitting PCN Submittal Checklist
® The application fee (Checks may be made out to "N.C. Division of Water Resources"
- $240.00 for 401 Water Quality Certification with minor impacts
- $570.00 for 401 Water Quality Certification with major impacts
- Express Review Fee (Amount requested on Acceptance Letter)
® Four (4) complete and collated copies of the PCN Application and supporting
documentation (instead of providing 4 copies of the full size plans you may provide two
copies of full size plans along with two copies of 11 X 17 plans)
N/A Stormwater Management Plan (if applicable — see PCN Form Help File Section E)
1) Please provide three (3) copies of the stormwater management plans along with all
supporting information pertaining to this project including the following:
a. Entire site development/layout plans delineating all drainage areas;
b. Design calculation sheets for all proposed BMP(s) sized for both on -site and
off -site drainage;
c. BMP supplements for each proposed BMP and Required Items Check List
(http://Portal.ncdenr.org/web/ir/bmp-manual) along with all required items;
d. A Notarized Operation & Maintenance Agreement for each stormwater
management facility;
e. Detailed construction drawing sheets shall include
(i) Erosion and sediment control plans;
(ii) Installation and planting schedules for the proposed BMPs;
(iii) Appropriately scaled plan views and cross sectional details of all
BMPs and associated components — inlet and outlet structures,
forebay, respective zones and pertinent elevations.
N/A If your project is located within a State implemented Riparian Buffer Rule Area, submit the
following along with site plans and PCN form:
1) Three (3) copies of the details for on -site diffuse flow provisions, (refer to
http://portal.ncdenr.org/web/Ir/bmp-manual).
N/A DWR Stream Determination Forms for streams on property and DWR determination
letter for wetlands or streams (if applicable).
The following is the most critical of all the information that you must provide. The quality and
detail of the information will often determine the expeditiousness of the review. The following is
a checklist of the types of pertinent information required at a minimum:
Maps and Plans:
® The most recent version of the 1:24,000 USGS Topographic Map - Please cleanly draw or
delineate the site boundaries on the topographic map.
® The most recent version of the bound and published County NRCS Soil Survey Map -
(required for projects within the Neuse River Basin, Tar -Pamlico River Basin, Randleman
Lake Watershed and the Catawba River Basin, also recommended for all projects) -
Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures
any of the features, it is recommended that a clean copy be provided. Copies of the

Version 1.4
January 9, 2009
current soil survey and/or soil survey map sheets can be obtained from the local NRCS
County Office (http://www.nc.nres.usda.gov/). GIS soil layers are not acceptable.
® Vicinity map - Please clearly mark the location and approximate boundaries of the property
and project on the map. Please indicate north arrow and scale. Please include applicable
road names or State Road numbers.
® The Site Plan - The most critical map to be provided is the site plan. You must provide full
sized plans. The following is the minimum list of plans that are typically needed.
® Pre-construction/Pre-existing conditions - This sheet (or sheets) must include:
• All jurisdictional and non -jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Topographic contours with elevations
• Any existing structures and impervious areas
• Existing utility lines and easements
• Existing roads, culverts, and other pertinent features
• North arrow and the scale (1 ":50' scale is recommended).
® Proposed conditions - This sheet (or sheets) must include:
• All jurisdictional and non -jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Lot layout (if a subdivision or commercial development is proposed) - lots must be
developable without further impacts to jurisdictional and non -jurisdictional wetlands,
streams water features, and State regulated buffers. Building envelopes must be
provided when streams, wetlands, riparian buffers, or water features exist on a lot
• All built -out structures and impervious cover
• Final grading contours with elevations
• All utilities and easements (including septic fields on all lots within 100 feet of stream,
wetland, or water features - if applicable)
• Impacted areas — these should correspond with the Impact numbers listed on your PCN
form.
N/A Drainage Plans - Final drainage plans must include the following:
• Locations and pertinent elevations and sizes of the stormwater collection system and
drainage ways
• All inlets and outlets must also be shown with pertinent elevations (All outlets to
wetlands must be at a non -erosive velocity, generallV less than 2 ft/sec during the peak
flow from the 10-yr storm)
• Scaled stormwater BMPs must also be indicated as required by DWR rules and policies
• In certain cases (see Section E of PCN form), final stormwater management plans must
also be provided (see Stormwater Management Plan Checklist)
® Proposed Impacts - All impacts to jurisdictional and non -jurisdictional wetland, stream,
water features, and State regulated buffers must be shown and labeled on the site plans at
a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts
that will be conducted in or near jurisdictional and non -jurisdictional wetland, stream, water
features, and State regulated buffers must be indicated. Please provide cross sectional
details showing the provisions for aquatic life passage (burial of culvert 20% for culverts <_ 48
inches, and 1-foot for culverts > 48 inches).

Version 1.4
January 9, 2009
Wetland Impacts:
® Precise grading and final elevation contours must be provided. Existing
vegetation and any clearing must be specified.
N/A All subsurface utility lines must indicate the location of anti -seep collars.
Construction detail for anti -seep collars must be provided.
N/A Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.
® Plans should show that the hydrology of remaining wetlands on the site will be
maintained.
Stream Impacts:
® Stream impacts must be clearly shown on the plans. The centerline as well as
the banks of the stream must be surveyed or located by GPS for the portion of
the stream to be impacted.
N/A The inlet and the outlet of all culverts should be aligned with the stream as
much as possible. Inlet and outlet elevations and streambed elevations should
be indicated. Any inlet or outlet protection must be shown and enumerated on
the impact map(s).
N/A For bottomless culverts or other spans, a vertical cross section should be
provided that shows the minimum distance from each span to each stream bank,
the stream cross section, the height of the span above the stream and the
minimum distance from the edge of each footer to each stream bank.
Additionally, please provide a signed and sealed geotechnical report of
subsurface soils at the proposed bottomless culvert location. The report must
comply with the Division of Highways — Guidelines for Drainage Studies and
Hydraulic Design, prepared by A.L. Hankins, Jr., State Hydraulics Engineer -
1999.
N/A Multiple culverts or sectioned box culverts typically require the use of sills, off-
setting or other means to match the cross section of the existing stream (in order
to maintain stream stability and provide aquatic life passage). A vertical cross
section of the culverts should be shown overlain with the up and downstream
stream cross section including the stream flood -prone area.
N/A Impacts associated with dam construction must indicate and enumerate all fill
associated with the dam footprint, spillway and any bank stream bank
stabilization. The length of stream impounded must also be indicated and
enumerated.

APPENDIX E
USACE WILMINGTON DISTRICT PCN FORM

W A 7-f;, G
oNiii�_<
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
❑Section 404 Permit ❑Section 10 Permit ®N/A
1b.
Specify Nationwide Permit (NWP) number: 3 (a) & (c) or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ® No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
® Yes ❑ No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes ® No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 In
below.
❑ Yes ® No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2.
Project Information
2a.
Name of project:
Colonial Pipeline Company Line 24F Exposure Wake Co. NC
2b.
County:
Wake
2c.
Nearest municipality / town:
Holly Springs
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Name on Easement Agreement: John Beckwith and wife, Judith A. Beckwith; S.L. Lane
and wife, Margaret B. Lane; Nellie Norris; N.H. Hopson and wife, Myrtle S. Hopson
Please see PCN Form Attachment A — Easement Agreement.
3b.
Deed Book and Page No.
N/A
3c.
Responsible Party (for LLC if
applicable):
N/A
3d.
Street address:
N/A
3e.
City, state, zip:
Holly Springs, North Carolina 27540
3f.
Telephone no.:
N/A
3g.
Fax no.:
N/A
3h.
Email address:
N/A
Page 1 of 12
PCN Form —Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ® Other, specify:
4b. Name:
John Wyatt
4c.
Business name
(if applicable):
Colonial Pipeline Company (CPC)
4d. Street address:
5251 Hwy. 153 Suite C #365
4e.
City, state, zip:
Hixson, TN 37343
4f.
Telephone no.:
770-819-3557
4g. Fax no.:
770-819-3567
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Michael Barfield
5b.
Business name
(if applicable):
Corblu Ecology Group LLC.
5c.
Street address:
3225 South Cherokee Lane, Bldg 800
5d. City, state, zip:
Woodstock, Georgia 30188
5e. Telephone no.:
770-591-9990
5f.
Fax no.:
770-591-9993
5g.
Email address:
[e-mail]
Page 2 of 12

B.
Project Information and Prior Project History
1.
Property Identification
la.
Property identification no. (tax PIN or parcel ID):
0647889015 (Parcel No.)
1 b.
Site coordinates (in decimal degrees):
Latitude:35.612975 Longitude:-78.834694
(DD.DDDDDD) (-DD.DDDDDD)
1 c.
Property size:
1.88-acres approximate project area
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
Basal Creek
proposed project:
2b.
Water Quality Classification of nearest receiving water:
B; NSW
2c.
River basin: map is available at
Neuse River Basin
http://h2o.enr.state.nc.us/admin/maps/
Page 3 of 12
PCN Form —Version 1.3 December 10, 2008 Version

3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The work is to be conducted within CPC's existing mowed and maintained right-of-way (ROW). The stream has
experienced significant erosion (incision and head cutting) from past erosional events (i.e., heavy rainfall) which is the
cause of the pipeline exposure.
3b.
List the total estimated acreage of all existing wetlands on the property:
1.34 acres of emergent wetland between Wade Nash Road and Spence Farm Road within CPC ROW (Figure 2)
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Perennial Stream (S1) = 218 linear feet; Perennial Stream (S2) = 120 linear feet; Intermittent Stream (13) = 293 linear feet
(Figure 2)
3d.
Explain the purpose of the proposed project:
Recent high flow events from significant precipitation have resulted in stream bed erosion and head cut migration in the
unnamed perennial stream (S2) within CPC's ROW, exposing CPC's Line 24F. The exposure and lack of surface pipeline
protection at the maintenance location has resulted in conditions that leave the pipeline vulnerable to potential damages.
Further, these conditions are not consistent with CPC's or U.S. Department of Transportation regulatory requirements for
pipeline protection. CPC proposes to inspect Line 24F and replace the required minimal protective cover over the pipeline
using Submar pre -cast revetment mats to remediate the streambed erosion. This will allow CPC to restore the stream to
pre -erosional conditions, while providing a stabilized stream.
3e.
Describe the overall project in detail, including the type of equipment to be used:
The maintenance location will be accessed through CPC's existing, mowed, and maintained ROW from Spence Farm
Road using temporary prefabricated mats within the emergent wetland area and to cross over intermittent stream (S3) to
conduct the maintenance activity (Figures 2 & 3). CPC intends to inspect Line 24F and replace the required minimal
protective cover over the pipeline using Submar pre -cast revetment mats to remediate the streambed erosion. To re-
establish the minimal pipeline protective cover, CPC intends to conduct the following: 1) excavate the eroded area on
Line 24F; 2) inspect and make repairs to Line 24F as necessary; 3) backfill the excavation area; and 4) restore the
streambed to approximate pre -erosion contours and elevations over Line 24F using Submar mats. These pre -cast mats
will be keyed/imbedded into the stream bed and banks in a manner that maintains grade and stream flow conditions
(Appendix A).
To minimize sedimentation to the unnamed perennial stream during the above -mentioned maintenance activity, dams
constructed of sandbags, steel plates, or water -inflatable plastic dams will be temporarily placed upstream of the
maintenance area to conduct maintenance activities "in -the -dry'. The stream flow will be pumped around the
maintenance area, discharging immediately downstream via an energy dissipater to prevent stream scour. The pump
used will be sufficiently sized to accommodate the anticipated stream flow (Appendix B). The excavated soils will be
ordered and temporarily stored in the adjacent wetland area on geotextile fabric or similar material within the CPC ROW.
Rip -rap will be used to stabilize the Submar mats in the stream bed on the downstream side and will be placed on an
erosion control blanket (geotextile fabric) and in a manner where the finished top elevation of the rip -rap does not exceed
that of the original stream bed. Once the required minimal protective pipeline cover (pre -cast revetment mats) are keyed
into the streambed in a manner that maintains existing grade and flow conditions of the stream, the temporary dams will
be removed, and normal streamflow will be restored.
CPC's standard erosion control practices will be employed (Appendix C). Specifically, the disturbed areas along the
stream bank will be revegetated with a grass seed mix and stabilized with straw and silt fence, while any disturbance
within the adjacent emergent wetland area will be reseeded with a native wetland seed mix and strawed.
Equipment used will include a welding truck (for pipeline repairs as necessary), and an excavator.
Page 4 of 12

4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments:
El Yes ❑ No ®Unknown
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
El Preliminary El Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ® No
6b.
If yes, explain.
Page 5 of 12

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non-404, other)
(acres)
Temporary
W1 ❑ P ®T
Excavation/grading
Emergent
❑ Yes
® No
® Corps
❑ DWQ
0.041
W1 ®P ❑ T
Submar Mat
Emergent
❑ Yes
® No
® Corps
❑ DWQ
0.02
W1 ®P ❑ T
Rip -rap
Emergent
❑ Yes
® No
® Corps
❑ DWQ
0.004
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0.065
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non-404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
P2 ®P ❑ T
Submar revetment
Perennial Stream
(P2)
® PER
❑ INT
® Corps
❑ DWQ
5 feet
55 LF
P2 ® P ❑ T
Rip -rap
Perennial Stream
® PER
® Corps
5 feet
10LF
(P2)
❑ INT
❑ DWQ
P2 ❑ P ®T
Workspace (dam
Perennial Stream
® PER
® Corps
5 feet
10 LF
and pump)
(P2)
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
75 LF
3i. Comments:
Page 6 of 12

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number-
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts re uire miti ation, then you MUST fill out Section D of this form.
6a.
❑ Neuse El Tar -Pamlico ®Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number -
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
impact
required?
B1 ❑P❑T
El Yes
❑ No
B2 ❑P❑T
El Yes
❑ No
B3 ❑ P ❑ T
❑ Yes
❑ No
6h. Total buffer impacts
N/A
N/A
6i. Comments: Neuse River Basin existing and ongoing uses are exempt [15A NCAC 026.0233 (3)(b)].
Page 7 of 12

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Recent high flow events from significant precipitation have resulted in stream bed erosion and head cut migration in the
unnamed perennial stream within CPC's ROW, exposing CPC's Line 24F. The exposure and lack of surface pipeline
protection at the maintenance location has resulted in conditions that leave the pipeline vulnerable to potential damages.
Further, these conditions are not consistent with CPC's or U.S. Department of Transportation regulatory requirements for
pipeline protection. Therefore, CPC is required to conduct the work for the safety of the pipeline (unavoidable work). The
stabilization using Submar revetment mats will provide the required protective cover over Line 24F, while improving
downstream water quality. Emergent wetland vegetation (left and right bank of the stream) will be able to grow between
the trapezoidal block of the mat system, thus allowing vegetation to re-establish.
b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
CPC will use a dam and pump to route water around the stream channel while the revetment mat system in installed to
provide protective cover over Line 24F. This will allow work to be conducted "in -the -dry" thus minimizing downstream
sedimentation to the greatest extent practicable.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S, or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
El Yes ® No
buffer mitigation? If yes, you will have to fill out this entire form — please
contact the State for more information.
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments: Neuse River Basin existing and ongoing uses are exempt [15A NCAC 0213.0233 (3)(b)].
Page 9 of 12

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ®No
Comments:
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why: This
is a maintenance activity for an
existing petroleum pipeline and does not involved the construction of any roads or structures.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
Wake County
❑ Phase II
3b.
Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check a►I that apply):
❑ Session Law 2006-246
® Other: N/A- Pipeline
Maintenance
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ® No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
® Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
® Yes ❑ No
Page 10 of 12
PCN Form —Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes
® No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes
❑ No
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes
® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A — This pipeline maintenance project will not involve the generation of any wastewater necessitating
a treatment
method.
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
® Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Potential species occurrences for Wake County, North Carolina were reviewed from the USFWS ECOS website
(httos:Hecos.fws.gov/ecpprior to visiting the site. Also an official IPaC species list was requested for the project area
from the Raleigh Field Office on 4/24/2020. Please see PCN Form Attachment B - IPaC Report.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
https://www.fisheries. noaa.gov/resource/map/essential-fish-habitat-mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Site data collected from http://www.hpo.ncdcr.gov/gis/CountyDisclaimers.htmI#DataDownload. Please see PCN Form
Attachment C - NRHP Map.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? https://hazards.fema.gov/gis/nfhl/rest/services
Michael Barfield
Wy/W� 512-4�
6/1/20
Date
Applicant/Agent's S nature
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 12 of 12

CD
John M. Wyatt
Southeast District
Environmental Program Manager
March 20, 2020
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
NC DWR, 401 & Buffer Permitting Branch
1617 Mail Service Center,
Raleigh, NC 27699-1617
Subject: Authorization Letter
To Whom It May Concern:
Colonial Pipeline Company
Tel: [phone]
Colonial Pipeline Company (CPC) gives authorization to Corblu Ecology Group to serve as our agent
regarding North Carolina Division of Water Quality (DWQ)/U.S. Army Corps of Engineers (USACE) Pre -
Construction Notification (PCN) Application Forms. Should you have any questions or concerns please
contact me at the letterhead address or telephone number.
Sincerely,
—21-14L k'A-P74-
John M. Wyatt
Southeast District
Environmental Program Manager
Colonial Pipeline Company 5251 Hwy 153 Suite C #365 Hason, TN 37343

PCN FORM ATTACHMENT A — Easement Agreement

roe: 34
LLO--130.67
'dap #38
RIGHT OF WAY EASEMENT OPTION
6cak1514 Pra7l?
FOR AND IN CONSIDERATION OF Ten and no/100 ............ (i 10 , 00) DOLLA LS,
the receipt of which is hereby acknowledged, and the further consideration of 61 00 Per rod 1m141m,
to be paid within the period hereinafter provided, milliard Avery Hood
John Beckwith and wire Judith A. Beckwith
hereine.'ter referred to as Grantors (whether one or, more), do hereby grant and convey unto COLONIAL PIPELINE COMPANY,
a Delaware corporation, its successors and assigns, hereinafter referred to as Grantee, an easement tot a pipe line right of way
w lth the right to construct, maintain, Inspect, operate, protect, replace, repair, change the size of, and remove a pipe line
for the transportation of liquids and%or gases, upon and along a route to be selected by Grantee, said right of way being
5�i reef in width J[rJd?CXLMiidi'Qlf:4.1.},:.,r{YYY1 ei ir='6MN;SMrl Ri bLNZ gtli0 Xbl&Qt)li Let 0101 C ��+^%d
14dEdi17Id(iK on, over. and through the following described lands, of which Grantors warrant they are the owners In fee simple,
situated in 'rVd_<v County. state of !Iurtl) 'CaIc _tic: to —wit:
10 Acres- more or less, bounded now or formerly as follows;
On the North H§JJ§§ff by Highway #1113;
On the East by lands of L. C. Davis;
On the South by lands of 3. L. Lane;
�n the viest bY lands of S. L. Lane.
together with the right of unimpaired access to said pipe line and the right of Ingress and egress on, over. and through Grantors'
hereundr. ith helandfor furtheryright to maintain said right ses necessary of waydent to the herein grantedreise by said Grantee of the clearoftrees. undergrowth. andsbgrushed
hereunder,
Grantors covenant and agree that they will not impound water or construct buildings or structures of any type whatsoever
on the above described right of way strip. This shall be a covenant running with the land and shall be binding on Grantors.
their heirs and assigns.
In addition to the above consideration, Grantee agrees to repast or to pay for any actual damage which may be done to
growing crops. timber, fences. buildings. or other structures directly caused by Grantee exercising any rights herein granted;
provided, however, after the first Pipe line has been installed. Grantee shall not be liable for damages caused on the tight of
way by keeping said right of way clear of trees. undergrowth, brush. structures. and obstructions in the exercise of its rights
granted herei Such right to clear said right ef,way does not include the right o destroyp
ed3 dttfEt�ig crops, without making restitution for the tp{al m 1r t t ull
d3`dilj� hvconstructed by Grantee across arty portion of the above -describe an w 'A 1, u d�T�gltte tldtf ari.
at the time of the constuction thereof. be buried to such depth as will not interfere with Grantors' use of said land for normal
cultivation required for the planting and tending of crops; except that Grantee, at its option. may construct its pipe line above
the channel of any natural or man-made stream. ravine, ditch. or other watercourses
As a part of the consideration hereinabove set forth. Grantors hereby grant unto said Grantee, its successors and
assigns, the right at any time to construct, operate, and maintain an additional pipe line or Pipe lines substantially parallel
to the first pipe line constructed by Grantee on Grantors' land, above described/and Grantee agrees to Div Grantors the sum of
1.00 and to be located entirely upon the easement ranted here
iin
$ per rod for each additional pipe line constructed. said payment to be made before construct otdcommences.
Said additional pipe line or pipe lines shall be subject to the same rights. privileges, and covenants as set forth in this Right
of way Easemen� and subject to the conditions as to growing crops set forth above.
This Option shall extend for a period of12months from the date hereof, during which time Grantee may enter upon
the premises for making surveys and performing work incidental thereto to locate the route of the initial pipe line to be con-
structed. Grantee may exercise this Option at any time during such period by paying to Grantors the aforesaid further consider-
ation of a 1 , 00 rod and upon making such payment this option shall become an indefeasible right of way easement to
ut subject to the provisions and linitatiols set fgrt� her in
be held by Grantee, its successors and assigns If Grantee fails to pay said further constd eta ion wi to laid l 2 month
period, this Option shall cease and terminate. for the benefit of
It Is agreed that
any Payment hereunder may be made djcdtRot said Grantors, or any one of them,1K by depositing such
payment ty rtoaa�aith Rt.Qtrt a °roe s T Uq.�M�$SUnn!1n{,,}gR�g6�f1 Phil
9lR�aR.nsdell A
and payment so made shall be deem^d and considered as payment to each of .aaiTG`rlan
The rights herein granted are divisible and assignable In whole or in part.
The terms, covenants. and provisions of this right of way easement shall extend to and be binding upon the heirs, eft-
ecutors, administrators, personal representatives, successors, and assigns of the parties hereto.
TO HAVE AND TO HOLD said rights and right of way, easements, estates. and privileges unto the said Grantee. its
successors and assignees, so long as said right of way and easements are used for the purposes granted herein.
r
or
IN WITNESS WHEREOF, the Grantors herein have hereunto set their hands and seals this 10 day o[ Oc� 1
Signed, sealed, and s ` .i (seal)
delivered' the presence 1 ar ry 0001
erg
Gr ntoro
,4rJ/.
J„I_th Beckwith
Judith0. rX , 4e "iVn 1q �`�
44 RRK

L
INDIVIDUAL ACKNOWLEDGMENT
STATE OF NORTH CAROLINA 6Cc',K45 + 4 pAt-013
COUNTY OF WAIF SS
Annette P. Helms , do hereby certify
Willard Avery Hood
personally appeared before me this day and acknowledged the due execution of the foregoing instrument. -
Witness my hand and official seal this, the 10 day of October ,.53 _
My term of office expires on the 21 day ofNotary'Pu�
March b4
19_.
INDIVIDUAL ACKNOWLEDGMENT
STATE OF NORTH CAROLINA
COUNTY OF Wake Ss
1, Car01 �7n F. Coates , do hereby certify
John Beckwith _
personaily appeared before me this day and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal this, the loth day of Octtober le 63
My term of office expires on the lOth _day of dlf 0_ J /1
Notary Pu41tr
October , le 64 Y"
r
Sri
PROOF BY SUBSCRIBING WITNESS �y I
STATE OF NORTH CAROLINA -(j�o
COUNTY OF Wake } SS
i Annie O'Neal Woodard of Wake County, state of North Carolina
certify that Lloyd L. O'Neal
Personally appeared before me this day, and being duly sworn, stated that in his presence �-
Judith A. Beckwith
— -- signed the foregoing instrument.
Witness my hand and official seal, this 31 day of_ October l9 63
My term of office expires on the 12 day of
November
\jA !a 64
STATE OF 11TORTH CAROLINA:
------------------------------------------- County:
Notary Public
Annie O'Neal Woo4ird
The foregoing Certificate(s) of
A kiiary P4 tC
==-->--------- ------------------------------------------------------------
arc adjudged to be in due form and correct. Let the instrument with the certificate be registered. 1
Witness my hand this the --------- D-------- day of_________________ ______, It
Cler Superior Court, Wake County, N. C.
J1 ' ��, vm
Filed for registration at_ __:___ o clock____________
-_da of
y
` 8 1963
______________
----- 19----
, ,
-- - �'-T.,a
:'-"fit �.—'..-rl�''
.,a.�.. _ .0 sa fir. '
� ' •Jtla a �`.q�.•'?

M
C
BOB= 3 1
©OOK1568 AGE298 #tk
Map `380.13
RIGHT OF WAY EASEMENT OPTION
FOR AND IN CONSIDERATION OF Ten and no/100 .............. (310.00) DOLLARS,
the receipt of which is hereby acknowledged, and the further consideration of $1, 00 per rod DMIM,
to be paid within the period hereinafter provided.
S. L. "Lane and wife, Margaret B. Lane
hereinafter referred to as Grantors (whether one or, more), do hereby grant and convey unto COLONIAL PIPELINE COMPANY,
:hereinafter
corporation, Its successors and assigns, hereinafter referred to as Grantee, an easement for a pipe line right of way
with the right to construct, maintain, inspect, operate, protect, replace, repair, change the size of, and remove a pipe line
for the transportation of liquids andvor gases, upon and along a route to be selected by Grantee. said right of way being
50 reet In widthjcM� <PUXdJ0XjagJxtkrd
UNaUldW on, over, and through the following described lands, of which Grantors warrant they ate the owners in fee simple.
Wake North Carolina
situated in County, State of to —wit:
45 Acres, more or less, as described in a Deed dated October
26, 1943, recorded in Deed Book 898, Page 233, in the Office
of the Register of Deeds of Wake County, North Carolina.
together with the right of unimpaired access to said pipe line and the right of ingress and egress on, over, and throughGrantots'
above -described land for any and all purposes necessary and incident to the exercise by said Grantee of the rights granted
hereunder. with the further right to maintain said right of way herein granted clear of trees, undergrowth, and bush.
Grantors covenant and agree that they will not impound water or construct buildings or structures of any type whatsoever
on the above described tight of way strip. This shall be a covenant running with the land and shall be binding on Grantors.
their heirs and assigns.
In addition to the above consideration. Grantee agrees to repair or to pay for any actual damage which may be done to
growing crops, timber, fences. buildings, or other structures directly caused by Grantee exercising any rights herein granted:
provided.
after the
st cipe line
eeeen rGrantee
sble idamages
ra d on the iht of
waykeeping saidightf way learoftrsbundergowthbush,structures. and obstructions in exercise of its rights
granted herein.
Any pipe line constructed by Grantee across any portion of the above -described land which is under cultivation shell,
at the time of the constuction thereof, be buried to such depth as will not interfere with Grantors' use of said land for normal
cultivation required for the planting and tending of crops: erxcept that Grantee, at Its option, may construct its pip0 line above
the channel of any natural or man - made stream. ravine, ditch, or other watercoursei
As a part of the consideration hereinabove set forth, Grantors hereby grant unto said Grantee, its successors and
assigns. the right at any time to construct, operate, and maintain an additional pipe line or pipe lines substantially parallel
to the first pipe line constructed by Grantee on Grantors' land, above described and Grantee agrees to pay Grantors the sum of
S 1 • 00 per red for each additional pipe line constructed. said payment to be made before construction commences.
Said additional pipe line or pipe lines shall be subject to the same rights, privileges, and covenants as set forth In this Right
Of Way Easement.
This Option shall extend for a period of 12 months from the date hereof, during which time Grantee may enter upon
the premises for making surveys and performing work incidental thereto to locate the route of the initial pipeline to be con-
structed. Grantee may exercise this Option at any time during such period by paying to Grantors the aforesaid further consider-
ation of .1. 00 / rod , and upon making such payment this Option shall become an indefeasible right of way easement to
be held by Grantee, its successors and assigns. If Grantee fails to pay said further consideration within said 12 month
period, this Option shall cease and terminate.
- R is eased that a" payment heralmder-may be made direct to .said Grantors or any one of them. or by,depogitipg such
'payment to the credit of said Grantors, or any one or them. In the = Sank of m
and payment so made shall be deemed and considered as payment to each or said Grantors.
The rights herein granted are divisible and assignable in whole or in part.
The terms. covenants. and provisions of this right of way easement shall extend to and be binding upon the heirs, ex-
ecutors, administrators, personal representatives, successors, and assigns of the parties hereto.
TO HAVE AND TO HOLD said rights and right of way, easements, estates, and privileges unto the said Grantee. its
successors and assignees, so long as said right of way and easements are used for the purposes granted herein.
u
IN WITNESS WHEREOF, the Grantors herein have hereunto set their hands arid seals this 22 y 10 03
sealed, ancl,
f l In ill! �
1
(Seal)
Margaret B. Lane
(Seal)
Grantors
909 31

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a • BC 4568 PAGE300410 LLed-130.14
Map #38
RIGHT OF WAY EASEMENT OPTION
FOR AND IN CONSIDERATION OF Ten and no/100 .............. (310. 00) MLLARs,
the receipt of which is hereby acknowledged, and the further consideration of 51. 00 per rod Q=Aw.
to be paid within the period hereinafter provided, Nellie Norris a Widow
hereinafter referred to as Grantors (whether one or, more), do hereby grant and convey unto COLONIAL PIPELINE COMPANY,
a Delaware corporation, Its successors and assigns, hereinafter referred to as Grantee, an easement for a pipe line right of way
with the right to construct, maintain, inspect, operate, protect, replace, repair, change the size of, and remove a pipe line
for the transportation of liquids andfor gases. upon and along a route to be selected by Grantee, said right of way being
50 reef in width 7Wd}87tV1(tN1]UE}LICYYYYYY'v^iOrAl®Cai K36id1fWXb8 E0kgf1?JfQLtlf�7lA7�CDQD d>a1C3Q>(�d
:K*AuWbK on, over, and through the following described lands, of which Grantors warrant tney are the owners in fee simple,
situated in -—County, state of North Carolina to —wit:
10 Acres more or less bounded now or formerly as
follows: On the North by S. L. Lane; on the South
by N_ H. Hopson! on the East by L. C. Days & N. H.
Hopson; on the West by Lots 8A, 8B, 8C, 8D, 8E.
together with the right of unimpaired access to said pipe line and the right of ingress and egress on, over, and through Grantors'
above- described land for any and all purposes necessary and Incident to the exercise by said Grantee of the rights granted
hereunder, with the further right to maintain said right of way herein granted clear of trees, undergrowth, and brush. ,
Grantors covenant and agree that they will not impound water or construct buildings or structures of any type whatsoever
on the above described right of way strip. This shall be a covenant running with the land and shall be binding on Grantors,
their heirs and assigns.
In addition to the above consideration, Grantee agrees to repalr or to pay for any actual damage which may be done to
growing crops, timber, fences, buildings. or other structures directly caused by Grantee exercising any rights herein granted:
provided, however, after the first pipe line has been Installed, Grantee shall not be liable for damages caused on the right of
way by keeping said right of way clear of trees, undergrowth, brush, structures, and obstructions in the exercise of its rights
granted herein.
Any pipe line constructed by Grantee across any portion of the above -described land which is under cultivvation shall,
at the time of the constuction thereof, be buried to such depth as will not interfere with Grantors' use of said !and for normal
cultivation required for the planting and tending of crops: except that Grantee, at Its option, may construct Its pipe line above
the channel of any natural or man. made stream, ravine, ditch, or other watercourset
As a part of the consideration hereinabove set forth. Grantors hereby grant unto said Grantee. its successors and
assigns, the rigid at any time to construct, operate, and maintain an additional pipe line or pipe lines substantially parallel
to the first pipe line constructed by Grantee on Grantors' land, above described and Grantee agrees to pay Grantors the sum of
$ 1.00 per red for each additional pipe line constructed, said payment to be made before construction commences.
Said additional pipe line or pipe lines shall be subject to the same rights. privileges, and covenants as set forth in this Right
of Way Easement.
This Option shall extend for a period of 12 months from the date hereof, during which time Grantee may enter upon
the premises for making surveys and performing work incidental thereto to locate the route of the initial pipe line to be con-
structed. Grantee may exercise this Option at any time during such period by paying to Grantors the aforesaid further consider-
ation of S l . OO / rod , and upon making such payment this Option shall become an indefeasible right of way easement to
tie held by Grantee, its successors and assigns. If Grantee fails to pay said further consideration within said 12 month
period, this Option shall cease and terminate.
It is agreed that any payment hereunder may be made direct to said Grantors, or.any one of them; or by depositing such
Payment to the credit of said Grantors, or any one of them, in the .XXXXXXX Bank of xxxxxx�yjt
and payment so made shall be deemed and considered as payment to each of said Grantors.
The rights herein granted are divisible and assignable in whole or in part.
The terms, covenants. and provisions of this right of way easement shall extend to and be bindi:rg upon the heirs, ex-
ecutors, administrators, personal representatives, successors, and assigns of the parties hereto.
TO HAVE AND TO HOLD said rights and right of way, easements, estates. and privileges unto the sold Grantee, its
successors and assignees. so long as said right of way and easements are used for the purposes granted herein.
IN WITNESS WHEREOF, the Grantors herein have hereunto set thei
xaled, and
elive in th of
rhands " seals this 2222/ day of July lg 63
Nellie Norris
(Seal)
(Seal)
Grantors
qo9 so-

*1* BooK1568 PAsE301 0 0
INDIVIDUAL ACKNOWLEDGMENT
STATE OF NORTH CAROLINA
COUNTY OF
1 Ss
do hereby certify
personally appeared before me this day and acknowledged the due execution of the foregoing instrument
Witness my hand and official seal this, the day of 19�
My term of office expires on the day of
Notary Public
19.
INDIVIDUAL ACKNOWLEDGMENT
STATE OF NORTH CAROLINA
COUNTY OF I
SS
do hereby certify that
personally appeared before me this day and acknowledged the due execution of the foregoing instrument.
, Witness my hand and official seal this, the day of 18—.
My term of office expires on the _day of
s
19—.
Notary Public
0
d
PROOF BY SUBSCRIBING WITNESS
STATE OF NORTH CAROLINA 1 i
COUN4rY OF, make )} SS
.{ t1n2e O'Neal Woodard of IaY.e County, state of lh'Orth Carolina
eeehat_._�:j•�rYd L. O'Neal
personally appeared before me this day, and being duly sworn, stilted that in his presence —
allie Norris, a Widow _ _ signed the foregoing instrument
witness my hand and official seat, this 23 day of— July 19 633
My term of office expires on the 12 day of
'nQUU7 run"
ember z* 64- - Annie '$*all Woodard
- t
The foregoing certificate of � �__C __'K ��'_f__�L} r-4-0 _ 1 1 i �{iC�r$ E B�RC " �e`i ►
is adjudged to be correct. Let the inst �jVment with the certifigates, registered.
WITNESS my hand this the _____�9____ day of__j_�____ __ _ _ __________-
Clerk Superior Court
Filed for registration ocick___/_�____ day of_ ----------------- 19�3
and registered in the office of the Register of Deeds for ---_y___ "- _________________ County,
in Book__Z.: D page-,3--SEP_2__41 VJ--
------- -----------------------------
Register of Deeds
r

Zb 833
©COK1568 PAGE302 MLL# 0 ap W-134
RIGHT OF WAY EASEMENT OPTION
FOR AND IN CONSIDERATION OF fen and rto 1100 ........... (::-10. 00) ru,LLARS,
the receipt of which is hereby acknowledged, and the further consideration of . 1.00 per rod 1i10&KkRS.
to he paid within the period hereinafter
:Jepson and wife, Myrtle B. :ion scr,
hereinafter referred to as Grantors (whether one or, more), do hereby grant and convey unto COLONIAL PIPELINE COMPANY,
a Delaware corporation, its successors and assigns, hereinafter referred to as Grantee, an easement for a pipe line right of way
with the right to construct, maintain, inspect, operate, protect, replace, repair, change the size of, and remove a pipe line
for the transportation of liquids andlor gases. upon and along a route to be selected by Grantee. said right of way being
5G feet in width ]OIdiEXtJHDC1RI+I+,f3CY.Y}' Irv-rztar��D:9iCE8L�BidZI�)4C�'i7fDf6C%37[0:6fb9H1AkK.1».43d1LM]tt)d@d
#gfgq; on, over, and through the following described lands, of which Grantors warrant they are the owners in fee simple.
situated in Wake County, State of North Carolina to -wit:
65 acres, more or less, as described in a Deed dated N.�t �nCrirfL `i .
1945 , recorded in Deed Book q31 , Page 26 , AND 90.7
acres, more or less, as described inrX Deedsdated
121� c 10143 Sgl' 31'
recorded in Deed Boolasllt , Paaes:_; in the office of the Regiate_r
of Deeds of Wake County_, North Carolina
together with the right of unimpaired access to said pipe line and the right of ingress and egress on, over, and through Grantors'
above -described land for any and all purposes necessary and incident to the exercise by said Grantee of the rights granted
hereunder. with the further right to maintain said right of way herein granted clear or trees, undergrowth, and brush.
Grantors covenant and agree that they will not impound water or construct buildings or structures of any type whatsoever
on the above described right of way strip. This shall be a covenant running with the land and shall be binding on Grantors.
their heirs and assigns.
In addition to the above consideration. Grantee agrees to repair or to pay for any actual damage which may be done to
growing crops, timber, fences, buildings, or other structures directly caused by Grantee exercising any rights herein granted;
provided. however, after the first pipe line has been installed. Grantee shall not be liable for damages caused on the tight of
way by keeping said right of way clear of trees, undergrowth, brush. structures. and obstructions in the exercise of its rights
granted herein.
Any pipe line constructed by Grantee across any portion of the above -described lard which is under cultivation shall.
at the time of the constuction thereof, be buried to such depth as will not interfere with Grantors' use of said land for normal
cultivation required for the planting and tending of crops; except that Grantee, at its option, may construct its pipe line above
the channel of any natural or man-made stream, ravine, ditch, or other watercourses
As a part of the consideration herelnabove set forth. Grantors hereby grant unto said Grantee. its successors and
assigns, the right at any time to construct, operate. and maintain an additional pipe line or pipe lines substantially parallel
to the first pipe line constructed by Grantee on Grantors' land, above described and Grantee agrees to pay Grantors the sum of
S 1 • 00 per red for each additional pipe line constructed, said payment to be made before construction commences.
Said additional pipe line or pipe lines shall be subject to the same rights, privileges, and covenants as set forth in this Right
Of Way Easement.
This Option shall extend for a period of 12 months frory the date hereof, during which time Grante(, may, enter, upon
the premises for making surveys and performing work incidental thereto to locate the route of the initial pipe line to be con-
structed. Grantee may exercise this Option at any time during such period by paying to Grantors the aforesaid further consider-
ation of S 1. 00/rod and upon making such payment this Option slwll become an indefeasible right of way easement to
be held by Grantee, its successors and assigns. If Grantee fails to pay said further consideration within said 1 2 month
period, this Option shall cease and terminate.
-'� It laeedthat �arty payment heteirddet may be mode direct to said GraglpJy�pr And. one of }
payment to the credit of said Grantors, or any one of them, in the _"r"r-"rY�' Bank of
-
and payment so made shall be deemed and considered as payment to each of said Grantors.
The rights herein granted are divisible and assignable in whole or in pert.
The terms. covenants, and provisions of this right of way easement shall extend to and be binding upon the heirs, ex-
ecutors, administrators, personal representatives, successors, and assigns of the parties hereto.
TO HAVE AND TO HOLD said rights and right of way, easements, estates. and privileges unto the said Grantee, its
successors and assignees, so long as said right of way and easements are used for the purposes granted herein.
IN WITNESS WHEREOF. the Grantors herein have hereunto set their hands and seals this 15 day of �LLgi15t 19_..3
ign ealed, and
vet the prese r f :
_ (Seal)
--K�I_„ h' 511�.-tf'�� (Seal)
()Myrtle B. op n ,
—.
H
(Seal)
Grantors
�Oq. 33

BooK1568 PAGE303
INDIVIDUAL ACKNOWLEDGMENT
STATE OF NORTH CAROLINA
COUNTY OF SS
I do hereby certify that
personally appeared before me this day and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal this, the day of 19_.
My term of office expires on the day of
Notary Public
19_.
INDIVIDUAL ACKNOWLEDGMENT
STATE OF NORTH CAROLINA l
} COUNTY OF 111 SS
do hereby certify
personally appeared before me this day and acknowledged the due execution of the Ioregoing instrument.
Witness my hand and official seal this, the day of 19—
My term of office expires on the —day of
Notary Public
19.
i
2�
t,
4* PROOF BY SUBSCRIBING WITNESS 0%1
M
s 13}s NORTH CAROLINA O;
STATECQtJNT�i' OF lake } S' FBI
Annie O'Neal Woodard Wake Norkh Carolina
3t of County, state of —
Lloyd L. O'Neal
1t�sofl14l1y appeared before me this day, and being duly sworn, stated that in his presence
Hopson and wife. Myrtle S-_ 3Opson
signed the foregoing instrument.
Witness my hand and official seal, thw' day of_ August 19_63 '
F��-.
My term of office expires on the__�__..._day of �-� �1 �' G' UI/
.., _ Notary Public
Y Tt?i tsfR a -woo and ,
STATE OF NORTH CAROLINA—WAKE COUNTY
a..
The foregoing certificate of
---f-------------
is adjudged to be correct. Let the ingtr}lment with the certifi tes, rtt� a1 �aKC �i0ilti�
WITNESS my hand this the________ day of---_-_--' 19
Clerk S perior Court
O:
Filed for registration atz _ J -J-_- o clock__ I/ ------ day of_ _________________,
and registered in the office of the Register of Deeds for-----------
W�_----------- County,
in Eook----------� Page__O Y 1 241963
---- 9----
�S� � 1
�
-----I-------
, Register of Deeds

PCN FORM ATTACHMENT B — IPaC Report

t ..5.
United States Department of the Interior I'].`� ° tt
VJ ,
FISH AND WILDLIFE SERVICE
Raleigh Ecological Services Field Office t
�"q�CM 3, 59e -
Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To: April 24, 2020
Consultation Code: 04EN2000-2020-SLI-1093
Event Code: 04EN2000-2020-E-02480
Project Name: CPC Line 24F Exposure Wade Nash Road
Subject: List of threatened and endangered species that may occur in your proposed project
location, and/or may be affected by your proposed project
To Whom It May Concern:
The species list generated pursuant to the information you provided identifies threatened,
endangered, proposed and candidate species, as well as proposed and final designated critical
habitat, that may occur within the boundary of your proposed project and/or may be affected by
your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife
Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended
(16 U.S.C. 1531 et seq.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally -listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or

04/24/2020 Event Code: 04EN2000-2020-E-02480
evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes
If your project contains suitable habitat for any of the federally -listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally -protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan (http://www.fws.gov/windenergy/
eagle—guidance.html). Additionally, wind energy projects should follow the wind energy
guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and
bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm; http://
www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentBirdlssues/Hazards/towers/
comtow.html.
Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7
consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea
turtles,when in the water, and certain marine mammals are under purview of the National Marine
Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems you should
also contact the National Marine Fisheries Service, http://www.nmfs.noaa.gov/
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office. If you have any questions or comments, please contact John Ellis
of this office at [e-mail].

04/24/2020 Event Code: 04EN2000-2020-E-02480 3
Attachment(s):
■ Official Species List

04/24/2020 Event Code: 04EN2000-2020-E-02480
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]

04/24/2020 Event Code: 04EN2000-2020-E-02480 2
Project Summary
Consultation Code: 04EN2000-2020-SLI-1093
Event Code: 04EN2000-2020-E-02480
Project Name: CPC Line 24F Exposure Wade Nash Road
Project Type: OIL OR GAS
Project Description: Pipeline exposure maintenance
Project Location:
Approximate location of the project can be viewed in Google Maps: https:
www.google.com/maps/place/35.61518890828553N78.83467000155022W
Counties: Wake, NC

04/24/2020 Event Code: 04EN2000-2020-E-02480 3
Endangered Species Act Species
There is a total of 7 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesl, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Birds
NAME
Red -cockaded Woodpecker Picoides borealis
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/7614
Amphibians
NAME
Neuse River Waterdog Necturus lewisi
There is proposed critical habitat for this species. Your location is outside the critical habitat.
Species profile: https:Hecos.fws.gov/ecp/species/6772
Fishes
STATUS
Endangered
STATUS
Proposed
Threatened
NAME STATUS
Carolina Madtom Noturus furiosus Proposed
There is proposed critical habitat for this species. Your location is outside the critical habitat. Endangered
Species profile: https:///ecos.fws pov/ecp/species/528

04/24/2020 Event Code: 04EN2000-2020-E-02480 4
Clams
NAME STATUS
Atlantic Pigtoe Fusconaia masoni Proposed
There is proposed critical habitat for this species. Your location is outside the critical habitat. Threatened
Species profile: https:Hecos.fws.gov/ecp/species/5164
Dwarf Wedgemussel Alasmidonta heterodon
No critical habitat has been designated for this species.
Species profile: httl2s:Hecos.fws.2ov/ecp/species/784
Endangered
Yellow Lance Elliptio lanceolata Threatened
There is proposed critical habitat for this species. Your location is outside the critical habitat.
Species profile: https:Hecos.fws.gov/ecp/species/4511
Flowering Plants
NAME STATUS
Michaux's Sumac Rhus michauxii Endangered
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/5217
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

PCN FORM ATTACHMENT C — NRHP Map

Base Map Source: ESRI Aerial Imagery 1:12,000 o 600 1,200 2,400 Feet
Colonial Pipeline Company, SE
NC HPO and NRHP Map
Line 24F Exposure - Wade Nash Rd I
Project No. 02-041901
Wake County, North Carolina ECOLOGY GROUP

PCN FORM ATTACHMENT D — FEMA/FIRM Map

Base Map Source: ESRI Aerial Imagery 1:5,000 0 250 500 1,000 Feet
Colonial Pipeline Company, SE 4"r
1 FEMA/FIRM Map
Line 24F Exposure -Wade Nash Rd � O � � I
Project No. 02-041901
Wake County, North Carolina ECOLOGY GROUP