20181574 Ver 1_401 Application_20181114

corblu
ECOLOGY GROUP
November 13, 2018
NC DWR, 401 & Buffer Permitting Branch 2 0 1 8 1 5 7 4
512 North Salisbury Street
Raleigh, NC 27604
Subject: Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company Maintenance
Rowan County, North Carolina
Corblu Project No. 02-041901- Exposure Line 2
To whom it may concern:
On behalf of our client, Colonial Pipeline Company's (CPC), Corblu Ecology Group, LLC (Corblu) is
pleased to submit this Section 401 water quality Pre -Construction Notification (PCN) for the
required exposed pipeline maintenance work for CPC's Line 2. The pipeline exposure is located
northwest of the Pinevale Drive and Lumen Christi Lane intersection in Rowan County, North
Carolina (35.704961, -80.509357; Figure 1). Based on our evaluation of the subject site, we
believe that the temporary and permanent disturbances to waters of the U.S. associated with this
activity are authorized by the U.S. Army Corps of Engineers (USACE) under a combination of
Nationwide Permit (NWP) Nos. 3 (a) and (c) — Maintenance. This NWP does not require
notification of the USACE prior to initiation of the work; however, it has been determined that
written approval is required from the North Carolina Department of Environmental Quality (DEQ)
for Section 401 Water Quality Certification prior to the initiation of work.
Background
Recent high flow events from significant precipitation associated with Hurricane Florence has
resulted in significant stream bed and bank erosion within the unnamed perennial tributary to Jump
and Run Branch within CPC's right-of-way (ROW), exposing CPC's Line 2 (Photograph Nos. 1 and
2). The exposure and lack of surface pipeline protection at this project location has resulted in
conditions that leave the pipeline vulnerable to potential damages. Further, these conditions are
not consistent with CPC's or regulatory requirements for pipeline protection.

Section 401 Water Quality Pre -Construction Notification November 13, 2018
Colonial Pipeline Company — Line 2 Exposure Corblu Project No. 02-041901 — Rowan Co. NC
Proposed Activities in Jurisdictional Waters
The proposed pipeline maintenance activity will include permanent and temporary impacts to an
unnamed perennial stream totaling 99 linear feet [approximately 89 linear feet (pre -cast revetment
mats and rip rap) and 10 linear feet (temporary dam and pump)], respectively. Specifically, CPC
proposes to permanently place approximately 34 linear feet of Submar matting and 55 linear feet of
rip rap which will provide the required protective cover over Line 2. Temporary disturbances to the
perennial stream will include approximately 10 linear feet of temporary workspace (dam and pump)
to conduct maintenance activities "in -the -dry". The proposed maintenance location will be
accessed through CPC's existing, mowed, and maintained ROW from Lumen Christi Lane (Figure
3). CPC intends to inspect the exposed pipeline and replace the required protective cover over the
pipeline through the use of pre -cast revetment mats. To re-establish the protective cover CPC
intends to conduct the following: 1) excavate the pipeline at the exposure on Line 2; 2) inspect and
make repairs to Line 2 as necessary; 3) backfill the excavation area; and 4) restore the stream to
approximate pre -Hurricane Florence contours and elevations over Line 2 using returned excavated
material and key pre -cast revetment mats into the stream bed and bank in a manner that maintains
stream grade and flow conditions (Appendix A).
To minimize sedimentation to the unnamed perennial stream during the above-mentioned
maintenance activity, dams constructed of sand bags, steel plates, or water -inflatable plastic dams
will be temporarily placed upstream of the maintenance area. 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 temporarily excavated soils will be stored within the adjacent upland area and returned to the
excavated trench, and approximate pre -hurricane contours will be restored following completion of
the maintenance activity. It is our understanding once the required protective pipeline cover (pre-
cast revetment mats) is 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. Rip rap used to stabilize the pre -cast revetment matting in the stream bed will be placed
so the finished top elevation of the rip rap does not exceed that of the original stream bed, and any
rip rap utilized for bank stabilization will be placed on an erosion control blanket (geotextile fabric).
2

Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company — Line 2 Exposure
3
November 13, 2018
Corblu Project No. 02-041901 — Rowan Co. NC
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.
Corblu respectfully requests 401 Water Quality Certification for the required preventative pipeline
maintenance and the unavoidable impacts to 99 linear feet of perennial stream (34 linear feet of
Submar matting, 55 linear feet of rip rap and 10 linear feet of temporary workspace) 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.
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
The unnamed perennial stream is located in the Yadkin Pee Dee Basin, which is not within a State
implemented Riparian Buffer Rule Area.
DWR Stream Determination Forms for streams on property and DWR determination letter for
wetlands or streams (if applicable)
Not Applicable — The Line 2 exposure location is listed as Exempt since the use of the pipeline is
present and ongoing.

Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company — Line 2 Exposure
Maps and Plans
November 13, 2018
Corblu Project No. 02-041901 — Rowan Co. NC
• 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 Figure 2.
• 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:
Not Applicable.
• Stream Impacts:
See Appendix A.
Summary and Conclusion
In summary, the pipeline maintenance activity will result in unavoidable permanent and temporary
impacts to 99 linear feet of perennial stream as authorized under the USACE NWP Nos. 3(a) and
(c). The project was designed to avoid and minimize stream impacts to the maximum extent
4

Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company — Line 2 Exposure
5
November 13, 2018
Corblu Project No. 02-041901 — Rowan Co. NC
practicable and represents the least environmentally damaging, practicable alternative that
satisfies the project purpose.
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&,:-
4g��-
Michael A. Barfield, AWB, CE
Project Ecologist
Richard W. Whiteside, PhD, CWB, CSE
President
Enclosures: Figure 1 — Site Location Map
Figure 2 — USDA Soils Map
Figure 3 — Vicinity Map
Figure 4 — Jurisdictional Features
Photographs (2)
Appendix A: Detailed Site 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
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

W
N.� _ ` 1 `��' • � ''
�ti •t .• • \vim , , j � �-a�..n
• - .
Fran Hn riits
Chk
franklin
memOrUt PSOS Mhosion
„� , ,fit,, -.._ (`.� • •
-
d0W IN .,
\..z.
• ✓ cz
-�•�• r `�
'
Line 2 Exposure 7 '
• cera _ (35.704961, -80.509357) `� , , ,��- Lumen Christi Lane j
Ch ` 1 Z
�o t
` ' �.... `
-..' ,y �. ors ••\ S ( , ,t
h
r -� •, . a .�. ,
avid
•.•� yU ! • �tc� Pinevale Drive moo
Nf
� r
,w
t
" "• i Vit- � •'ak` r Radio
�. _
JLr• T werg- i
8 _ -ST
�sRajO:o
s6Mrer j �•
SVA HOSPITAL
Legend
low
Exposure Location - �'it
•//
p SuQstatri + - ._
••� �•, ,
CPC Pipeline l v O�� 6-91 -
v=m sie ton .,
Base Map Source: USA Topo Maps
1:24,000 0 1,200 2,400 4,800 Feet
Colonial Pipeline Company, SE
.
Figure 1
Line 2 Exposure
c Q b' U
Site Location Map
Rowan County, North Carolina
ECOLOGY GROUP
Project No. 02-041901

Base Map Source: ESRI Aerial Imagery o �o0 200 40o Feet
GPS Data Collected: 10/17/2018 1'.2,000
Colonial Pipeline Company, SE
Line 2 Exposure
Rowan County, North Carolina
corblu
ECOLOGY GROUP
Figure 2
USDA NRCS Soils
Project No. 02-041901

Base Map Source: ESRI Aerial Imagery 0 175 350 700 Feet
GPS Data Collected: 10/17/2018 1-3,500
Colonial Pipeline Company, SE
Line 2 Exposure
Rovian County, North Carolina
oorblu
ECOLOGY GROUP
Figure 3
Vicinity Map
Project No. 02-041901

Base Map Source: ESRI Aerial Imagery 0 75 150 300 Feet
GPS Data Collected: 10/17/2018 1-1,500
Colonial Pipeline Company, SE
Line 2 Exposure
Rowan County, North Carolina
corblu
ECOLOGY GROUP
Figure 4
Jurisdictional Features
Project No. 02-041901

Section 401 Water Quality Pre -Construction Notification Photos taken on 10/17/2018
Colonial Pipeline Company — Line 2 Exposure Corblu Project No. 02-041901- Rowan Co. NC

APPENDIX A
DETAILED SITE PLANS

SHEET INDEX: ' ► ► ► ► o
No.TITLE ► CP2
C-1 I I I o a
C-101EXISTING CONDITIONS ► � � o o �
C-301 PROPOSED SITE GRADING PLAN
C-401 PROPOSED PLAN 1 z g a1plo
C-801 TYPICAL DETAILS I z
C-802 TYP CAL DETAILS .I I I I ►
C-803 TYPICAL DETAILS p m
� is yl
► II II I W
D_ W
SURVEY NOTES: I I I I ?
1. ALL LOCATIONS OF UNDERGROUND UTILITIES I I I I. ►► c �
SHOWN ARE APPROXIMATE AND SHOULD BE FIELD
VERIFIED PRIORTO START OF ON' CP1
3. SURVEY
UR ECOL'LECTEPERFORMED
OR ED ON 10/17/2018.
0/17 20 B ► .I I- I h COLONIAL PIPELINE
36" LINE 1 PIPELINE
4. PROJECT LOCATED IN NAD83 NORTH CAROLINA ► I I. II
STATE PLANE COORDINATE SYSTEM sr n
5. THE ORDINARY HIGH WATER MARK (O.H.W.M.) WAS 1°
SURVEYED AT ELEV. 682.91_ ► o
z
U
o a
► II II
a D:
v
N
O�
II II ► Q I Z' II 11 N
► i Wv
U O Y
O
W C ^
� II II Z
W
COLONIAL PIPELINE
40" LINE 2 PIPELINE -- ► a z
EXPOSURE L=9' I I I I ► 0 U w
T.O.P. 664.3' o
o a�
U Z
Z
Z
L iLU
Ow
xo _
LEGEND: EXPOSz CID
BURIED PIPELIE NE HIGH BANK I`'VA
�� !,.. 10 N
APPARENT RIGHT OF WAY <p�Y O� ,,r:� i Z V
FLOW_ FLOW DIRECTION Ox \ I l W
►1 \("hI T.O.P.=682 8 I ce3
CONTROL POINTS: 1 1 I
No. NORTHING (N) FASTING (E) ELEVATION (Z) ► "'Jj I I O U
1 715,053.54' 1,551,947.55' 704.20' TOE I I I I ►\ -n X j Z
2 715,039.66' 1,551,989.72' 707.40'
o w �a,
N
SITE LOCATION: N35.70502' W80.50927' HIGH BANK " I'I m W CD
¢ N
I I Of
oa
I
0' 20' 40' 60' ► I I I I �; 1x6 SHE T TITLE:
SCALE: 1 =20' I I I ► EXISTING
��► CONDITIONS
STHESE CONCEPTUAL DRAWINGS ARE PREPARED BY SUBMAR FOR
ESTIMATING PURPOSES ONLY AND ARE NOT CONSTRUCTION DRAWINGS. I .I ISI j �\� SHEET No:
' THESE CONFIDEHML DRAWINGS MAY NOT BE COPIED UNLESS APPROVED
j BY SUBMAR, INC. COPYRIGHT 0 SUBMAR. INC. 2018 ALL RIGHTS ► �— O
RESERVED. '

GRADING NOTES:
40" LINE 2 PIPELINE
'
'
1. ALL WORK SHALL BE IN ACCORDANCE WITH ANY
SPECIAL REQUIREMENTS OF THE PERMIT.
_ - "--
•'
w o a
2. NO EXCAVATION SHALL BE STARTED WITHOUT FIRST
ro
NOTIFYING ONE CALL 46 HOURS PRIOR TO
MEETING
PSTEGBEFORE
I I
"" I ��
CERTIFIED BY THE SITE INSPECTOR PER THE GRADING
SHALL BE SCHEDULEDOAT THE START
_ - - --
"'
- COLONIAL PIPELINE
36" LINE 1 PIPELINE
? i
OF GRADING WITH THE FOLLOWING PEOPLE PRESENT:
OWNER, CONTRACTOR & INSPECTOR.
u.-
1
rw
oxm3
3. PRIOR TO ANY CLEARING, BRUSHING OR DEMOLITION,
o
n = _
OTHER THAN WHAT IS AUTHORIZED, APPROVAL MUST
....
1
a m
BE OBTAINED FROM THE PROJECT MANAGER AND
_. ..-.. _ --
,� .... -
'
INSPECTOR.
COLONIAL PIPELINE-
SITE PLUS CONTAINMENT.
689'
4. CUT SLOPES SHALL NOT BE STEEPER THAN 1.5:1
40" LINE 2 PIPELINE
SLOPE.
5. ALL TRENCH BACKFILLS SHALL BE EXAMINED AND
CERTIFIED BY THE SITE INSPECTOR PER THE GRADING
PLAN.
1
o
v
6. DUST ABATEMENT SHALL BE CONTROLLED BY
WATERING.
7. SANITARY FACILITIES SHALL BE MAINTAINED ON THE
_. ..-.. _ --
,� .... -
'
SITE PLUS CONTAINMENT.
689'
6. ALL PUBLIC ROADWAYS MUST BE MAINTAINED DAILY
,
OF ALL DEBRIS DEPOSITED ON THEM AS A RESULT
OF THE CONSTRUCTION OPERATION. CLEANING IS TO
as,
BE DONE TO THE SATISFACTION OF THE OWNER.
_ __ - - ,' I :
-
-
\
ENVIRONMENTAL NOTES:
1. THE OWNER SHALL NOTIFY ALL CONTRACTORS,
"•'
tJ
SUBCONTRACTORS & MATERIAL SUPPLIERS THAT
DUMPING OF CHEMICALS INTO THE STORM DRAIN!
'
685'
0
o C
SYSTEM IS PROHIBITED.
-. -- - ,
;..-
682
2. PERMITTEE SHALL MAINTAIN CONSTRUCTION SITE IN
._ / ,' _
SUCH A CONDITION THAT AN ANTICIPATED STORM
Z
M
DOES NOT CARRY WASTES OR POLLUTANTS OFF THE
!
�'
683,
o
SITE. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT
LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS;
• - !
WASTES FROM PAINTS, STAINS, SEALANTS, GLUES,
o
o a
LIMES, PESTICIDES, HERBICIDES, WOOD
PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS,OILS
LUBRICANTSPAINTE AND HYDRAULIC. RADIATOR OROR STUCCO FRAGMENTS;E LSBATTERY
HIGH BANK fy, 1, �S,
/
1
4
1 1
i
xo
a
FLUIDS; FERTILIZERS,VEHICLE EQUIPMENT WASH
663'
WATER AND CONCRETE WASH WATER; CONCRETE,
DETERGENT OR FLOATABLE WASTES; WASTES FROM
ANY ENGINE/EQUIPMENT STEAM CLEANING ORI
M \
\
655'
,t
o
0
¢
CHEMICAL DEGREASING; AND SUPER CHLORINATED
%/\
/
686, 6s4-
;.
I
v
L1 4
r
POTABLE WATER LINE FLUSHING. DURING
CONSTRUCTION, PERMITTEE SHALL DISPOSE OF SUCH
I I
i
z
o w
MATERIALS IN A SPECIFIED AND CONTROLLED
o \
I' {,
L>-�
TEMPORARY AREA ON-SITE, PHYSICALLY SEPARATED
FROM POTENTIAL STORM WATER RUNOFF, WITH
ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL,-,
t' ,i<�
I I I
1 \\
STATE AND FEDERAL REQUIREMENTS.
-, rr
`1
Z CID
m
3. CONTRACTOR SHALL CONSTRUCT PROJECT AS'�.
,,, _._
S•�
I
V
AUTHORIZED IN PERMITTED DRAWINGS. ANY CHANGES
tr
A
�`
1
DO ti
MUST FIRST BE APPROVED BY PROJECT MANAGER,
OWNER AND INSPECTOR AND DOCUMENTED IN THE
_ - \
\
c}
�`•�
CONSTRUCTION CREW BOOK.
6g"�
TOE A
I I I I``\
����
v Al
05 ;�
6
�
�.
Of
HIGH BANK '.
I,
\
cn
BURIED PIPELINE
-687.
\ l -
0 _c)
4 APPARENT RIGHT OF WAY
'I, I I
t I t �- ..,A
X=
3 FLOW_ FLOW DIRECTION
t11
`���
\ }
0 LLI U >-
I I I I
o Z IS
m W 3
�z0<
SITE LOCATION: N35J0502' W80.50927'
SHEET TITLE:
0' 10' 20' 30'
I I v I I V
\
PROPOSED
SCALE: 1"=10'
SITE GRADING
PLAN
I THESE CONCEPTUAL DRAWINGS ARE PREPARED BY SUBMAR FOR
ESTIMATING PURPOSES ONLY AND ARE NOT CONSTRUCTION DRAWINGS.
SHEET No:
' THESE CONFIDENT. DRAWINGS MAY NOT BE COPIED UNLESS APPROVED
I BY SUBMAR, INC. COPYRIGHT ® SUBMAR, INC. 2018 ALL RIGHTS
' \ `
C-301
RESERVED.

JSTRUCTION NOTES
ALL WORK IS TO BE PERFORMED IN LOW FLOW --
CONDITIONS WHEN POSSIBLE.IT IS PREFERRED THAT - -
WORK OCCURS DURING THE DRY SEASON (OR -
OTHERWISE UPSTREAM CONTROLS MANAGED TO
MINIMIZE FLOW), CONTRACTOR SHALL MONITOR
WEATHER CONDITIONS AND PLAN CONSTRUCTION - -
ACTIVITIES ACCORDINGLY TO AVOID IN -STREAM WORK '•
DURING RAIN EVENTS AND MINIMIZE EXPOSURE OF
DISTURBED SOILS TO RAINFALL.
CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE
IN GOOD WORKING CONDITION AND FREE OF ✓ / f /
HYDRAULIC. FUEL OR OIL LEAKS. THERE SHOULD BE { COLONIAL PIPELINE �T
A PORT -O -POT ONSITE . FUEL, HEAVY EQUIPMENT40" LINE 2 PIPELINE �:..
AND ALL CHEMICAL PRODUCTS SHOULD HAVE
ADEQUATE CONTAINMENT.
PERIMETER EROSION AND SEDIMENT CONTROLS SHALL
BE ESTABLISHED ALLOWING FOR SUBSEQUENT
CLEARING AND GRUBBING WITHIN THE PROJECT AREA. r`� . /~��
SALVAGE, FURNISH AND WASTE MATERIALS SHALL BE
TEMPORARILY STOCKPILED IN A DESIGNATED
APPROVED AREA UNTIL FINAL HANDLING FOR ULTIMATE
PLACEMENT. IT IS THE RESPONSIBILITY OF THE
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. - y
1 ' I • 0
� � U
i
COLONIAL PIPELINE / =S�O1•
r� " vim„ -36LINE 1 PIPELINE
. I
V)
777���111 fff , .. � • �. ,.. " ui
\/F SUBM/AR MAT SYSTEM W
8'x20' (10 TOTAL) 3
ROCK (12"-18" DIA.) _
UPON COMPLETION OF WORK, ALL EXCESS OR
ROCK (12"-18" DIA.)
TEMPORARILY STOCKPILED SOILS, STUMPS OR OTHER
MATERIAL SHALL BE PERMANENTLY REMOVED AND
T"- ��•--,/
PLACED IN UPLAND STORAGE AREAS, PER LOCAL,
STATE AND FEDERAL REQUIREMENTS.
/
IT MAY BE NECESSARY TO DIVERT STREAM FLOW
AROUND THE WORKING AREA TO FACILITATE
{
BACKFILL EXCAVATE
3' DEEP TRENCH WITH
CONSTRUCTION USING A BYPASS PUMP OR JERSEY
BARRIER. IN NO INSTANCE SHALL SILT LADEN WATER
ROCK (12"-18" DIA.)
!
BE DISCHARGED INTO THE STREAM, DIRECTLY OR
/
INDIRECTLY.
ALL TEMPORARY ACCESS, STAGING, STOCKPILE OROTHER
TEMPORARILY TEMPORARILY DISTURBED AREAS SHALL BE
- \
STABILIZED AND REESTABLISHED TO THEIR
HIGH BANK ROCK (12 18 DIA)
PRE -CONSTRUCTION CONDITIONS, INCLUDING GRADE
AND VEGETATION.
!
ALTHOUGH THIS PLAN MAKES EVERY ATTEMPT TO
ACCOUNT FOR EROSION AND SEDIMENT CONTROL,
BANK STABILIZATION AND CONSTRUCTION LOGISTICS,
UNFORESEEN CIRCUMSTANCES MAY ARISE THAT
REQUIRE ADDITIONAL OR MODIFIED MEASURES TO
CONTROL SEDIMENT, STABILIZE RIPARIAN STREAM
'
BANKS AND FACILITATE STRUCTURE INSTALLATION.
CONTRACTOR SHALL WORK WITH CLIENT AND
OXY
ENGINEER, AS NECESSARY, TO ENSURE THAT THE
PROJECT IS CONSTRUCTED IN ACCORDANCE WITH THE
INTENT OF THESE PLANS.
`
LEGEND — —
BURIED PIPELINE
APPARENT RIGHT OF WAY
Y$I FLOW FLOW DIRECTION
SITE LOCATION: N35.70502' W80.50927'
3
0' 10' 20' 30'
SCALE: 1"=10'
y THESE CONCEPTUAL DRAWINGS ARE PREPARED BY SUBMAR FOR
ESTIMATING PURPOSES ONLY AND ARE NOT CONSTRUCTION DRAWINGS
"- THESE CONFIDENTIAL DRAWINGS MAY NOT BE COPIED UNLESS APPROVI
BY SUBMAR, INC. COPYRIGHT D SUBMAR. INC. 2018 ALL RIGHTS
RESERVED.
EROSION CONTROL BLANKET
(4,200 TOTAL SF)
3' DEEP x 22' LONG SUBGRADE
ROCK GRADE CONTROL
(12"-18" DIA.) a
Y o �
1�'��.■ �I�,I®■ ��

SPE MATT INNS:
• MATTRESS TYPE: REVETMENT
• MATTRESS DIMENSIONS: 8' x 20' z 4.5'
• MATTRESS WEIGHT: AIR 6,200 POUNDS
• MATTRESS WEIGHT SUBMERGED: 3,600 POUNDS (APPROX.)
• CONCRETE DENSITY: 145 LBS PER CU. FT., 4,000 PSI
• 160 ELEMENTS: 5/8' ULTRA VIOLET STABIUZED
COPOLYMER EXTRUDED FIBER ROPE,
MINIMUM TENSILE STRENGTH 9,500 POUNDS
SUBMAR MAT SYSTEM
SCALE: N.T.S.
L�\38' L
4.5' H 12'5'
IVIDUALELEMENT
3.75' �� If �� 3.75'
2.25'
NOTE:
1. EXACT PLACEMENT OF MATS AND/OR ANCHORS
WILL BE DETERMINED IN THE FIELD.
2. ANTS ARE PLACED ON A GEOTEXTILE FABRIC
AS SHOWN IN DETAIL
GEOTEXTILE PLAN LAYOUT
SCALE: NT.S,
THESE CONCEPTUAL DRAWINGS ARE PREPARED BY SUBMAR FOR
ESTIMATING PURPOSES ONLY AND ARE NOT CONSTRUCTION DRAWINL
THESE CONFIDENTIAL DRAWINGS MAY NOT BE COPIED UNLESS APPRO
BY SUBMAR, INC. COPYRIGHT C SUBMAR, INC. 2018 ALL RIGHTS
RESERVED.
SUBMAR MAT SYSTEM
GEOTDMLE UNDERNEATH
PIPELINE
SUBMAR MAT SYSTEM
EXISTING
EXISTING
GRADE
GRADE
3
PROPOSED
GRADE
BACKFILL EXCAVATED
GEOTEXTILE UNDERNEATH
3' DEEP TRENCH WITH
SUBMAR MAT SYSTEM TO BE
COMPACTED MATERIAL.
PLACED 1' BEYOND MAT SYSTEM
UPSTREAM ANCHOR TRENCH DETAIL
SCALE: N.T.S.
BACKFILL EXCAVATED
2' DEEP TRENCH WITH EXISTING
SUBMAR MAT COMPACTED MATERIAL CRANE
SYSTEM
PROPOSED
GRADE
GEOTEXTILE UNDERNEATH
SUBMAR MAT SYSTEM TO BE
PLACED 1' BEYOND MAT
FLANK TRENCH DETAIL
SCALE. N T.S.
SUBMAR MAT
PIPELINE SYSTEM
ROCK TO BE PLACED AT
EXISTING
LEAST 3 ELEMENTS IN AND
GRADE
A MINIMUM OFS 0' OUT
PROPOSED GRADE
GEOTEXTILE UNDERNEATH
I
SUBMAR LMT SYSTEM
l� 22'
ROCK SUBGRADE ROCK GRADE CONTROL DETAIL
SCALE' N T.S.
8' x 20' x SS. WORM DRIVE CONNECTORS
4.5 MATS
MAT 1 MAT 2 55. WORM DRIVE 8' ' 20'
�l uIC R� CONNECTORS 4.5' MATS
FLOW
MAT 2
AMT 1
ROPE LACKED
UNDER
PLAN VIEW SIDE VIEW
NO E:
316 STAINLESS STEEL 2.200 LB. BREAKING STRENOTII IN THE LINE
CONFIGURATION ABOVE. 5116NUT DRIVER NEEDED
Z CO
m ti
Z cl))
� W
oa Z)
2O�U
jazz
0Lu0>
~ o4 m
PERIMETER MAT CONNECTION DETAIL JHLL I HILL:
SCALE: NT.S, TYPICAL
DETAILS
SHEET No:
C-801

HIGHBANK
APPROVED DEWATERING PUMP WITH
DISCHARGE PIPE
CONTAINMENT
C LEAN WATER SANDBAG
SEDIMENT BAG
DAM (SEE CROSS SECTION)
SUCTIO
/- STRAW BALES
BASEL*1'
(2' MIN.) IMPERVIOUS
SUMP -HOLE OR POOL
TOE PIPE
SHEETING
(12- TO 18' DEEP 2'
DIA.)
�_+.
WORK AREA
SEDIMENT
SANDBAG DAM
SUCTION PIPE
DISCHARGE PIPE
SANDBAG DAM
CROSS SECT/ON
STREAM DIVERSION PUMPS
WITH CONTAINMENT
NERGY DISSIPATOR
(PUMPS SHOULD DISCHARGE
WORK AREA LENGTH
A STABLE VELOCITY
NOT TO EXCEED THAT WHICH CAN BE NOT
DI WIDE OF RIPRAP
HIGHBANK
COMPLETED IN ONE DAY
SANAN
SANDBAGS) OR
DBAGS
L)EVVAI EKING DETAIL
SCALE: N.T.S.
STRAP yy�,
SLOW • , 5'E ;: '�
}g v 12' MIN
PUMP DISCHARGE i'A': •i}•
HOSE
12' MIN.
PLAN VIEW MULCH, LEAF / WOOD COMPOST,
STRAP WOODCHIPS, SAND OR STRAW
BALES
FLOW SLOPE
5% MAX.
PRm
FI—AIION FILTER BAG MIN.
FILTER
FI T R BA ON TR TION 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 57, 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 A: 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' DLI PUMP DISCHARGE HOSE. THE BAG MUST BE MANUFACTURED FROM A
NONWOVEN GEOTEXTRE THAT MEETS OR EXCEEDS MIN. AVERAGE ROLL VALUES (MARY) FOR THE
FOLLOWING: GRAB TENSILE 250 LB ASTM
D-4632
PUNCTURE 150 LB ASTM D-4833
ROW RATE 70 GAL/MIN/FT' ASTM D-4491
PERMITTUTIY (SEC') 1.2 SEC' ASTM D-4491
UV RESISTANCE70% STRENGTH O 500 HOURS ASTM D-4355
APPARENT OPENING SIZE (ADS) 0.15 - 0.18 MM ASTM D-4751
SEAM STRENGTH 90% ASTM D-4632
6. REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS OR PUNCTURES. DURING OPERATION KEEP
CONNECTION BETWEEN PUMP HOSE AND FILTER BAG WATER TIGHT. REPLACE BEDDING IF IT BECOMES
DISP
FILTER BAG DETAIL
SCALE: N.T.S.
DRAWINGS
BY SUBMAR, INC. COPYRIGHT 11 SUBMAR, INC. 2018 ALL RIGHTS
RESERVED.
6 MAN
I CENTERTOCENTER �I
36* MIN. FENCE POST
LENGTH DRIVEN MIN. 16'
INTO GROUND
16' MIN. HEIGHT OF
WOVEN SLIT FILM GEOTE)TILE
• 8' MIN. DEPTH
INTO GROUND
ELEVATION
36' MIN. FENCE
POST LENGTH
WOVEN SLIT FILM FENCE POST 18'
GEOTEXOLE MIN. ABOVE GROUND
UNDISTURBED
FLOW— GROUND
EMBED GEOTEXTILE
MIN. OF 8' VERTICALLY FENCE POST DRIVEN
INTO THE GROUND. BACKFILL A MIN. O 16' INTO
AND COMPACT THE SOIL ON
BOTH SIDES OF GEOTEXTILE THE GROUND
CROSS SECTION
POSTS
STEP 1 w�T STEP 2f
STAPLE ` STAPLE STAPLE / STAPLE
TWIST POSE TOGETHE
STAPLE STAPLE
STEP 3` FIN
CON
FlGURATI
STAPLEAL SGPLE
JOINING TWO ADIACENT SILT
FENCE $ECTIDN$ ITDP VIF W1
SILT FENCE CONSTRucnON SPECIFICATIONS
1. USE WOOD POSTS 1-3/4' x 1-3/4' t 1/16' (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 5' 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/ENFDRCEMENT 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.
6. 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 AUGNMENT TO PREVENT RUNOFF FROM GOING AROUND
THE ENDS,
8. REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVELOP IN SILT FENCE
OR WHEN SEDIMENT REACHES 25% OF FENCE HEIGHT. REPLACE GEOTEXTILE IF TORN. IF
UNDERMINING OCCURS, REINSTALL FENCE.
SILT FFNCF OFTAII
EY.Sii«S{. �.BIKI
Z ED
Q1
t
m ti
ZM
= W
ca ca W
g0�-_U
Z)a Z Z
7 :D
ON0U?
O Z OD
M
LLI Q rn
TyZ3Mi
TYPICAL
DETAILS
C-802

EXISTING GRADE
RIPRAP TYPICAL THICKNESS TO BE
1.5 TINE THE UPPER UNIT OF D
FILTER LAYER GRAVEL FlLTER SHOULD
r
2
BE APPROX. 1/2 THE THICKNESS OF THE
GRADE INTO SLOPE
RIPRAP LAYER; THE GRAVEL GRADATION IS
UNIFORMLY THE
A FUNCTION OF THE MEDIAN SIZES OF
OF
_
THICKNESS OF THE
THE AND BASE MATERIAL
11 RIPRAP USED
2
MAX. SLOPE FOR
RIPRAP PLACEMENT
rn
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.
BACKFILL EXCAVATED AREA UPON
INSTALLATION OF LPSTP
LPSTP
(LONGITUDINAL PEAKED STONE
TOE PROTECTION)
1
EXISTING 1r
GRADE •
\
3'
v-
�o
1' EMBEDDED
II
NOTE:
DIMENSIONS WILL VARY BASED UPON
DEPTH OF WATER.
LPSTP DETAIL
SCALE: N T.S.
THESE CONCEPTUAL DRAWINGS ARE PREPARED BY SUBMAR FOR
TIMATING PURPOSES ONLY AND ARE NOT CONSTRUCTION DRAWINGS.
SECONFIDENTIAL DRAWINGS MAY NOT BE COPIED UNLESS APPROVE
BY SUBMAR, INC. COPYRIGHT V SUBMAR, INC. 2018 ALL RIGHTS
RESERVED.
OVERLAP OR ABUT
ROLL EDGES (TYP.) 6" MIN. OVERLAP
AT ROLL END (TYP.)
6" DEEP (MIN.)
KEY I NTRENCH
1
PREPARED SLOPE (SEEDBED) ...
WITH SEED IN PUCE
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
MUST BE EXTRUDED PLASTIC WITH A MAX MESH OPENING OF 2'x2' & 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 V 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' x 3' IN CROSS SECTION & WEDGE SHAPED AT THE BOTTOM.
3. PERFORM FINAL GRADING, TOPSOIL APPLICATION, SEEDBED PREP. & PERMANENT SEEDING IN ACCORDANCE
WITH SPECS. PLACE MATTING WITHIN 48 HRS OF COMPLETING SEEDING OPERATIONS UNLESS END OF
WORKDAY STABILIZATION IS SPECIFIED ON THE APPROVED EROSION & SEDIMENT CONTROL PIAN.
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 IMT 6' (MIN.) BY DIGGING A TRENCH, PLACING THE MATTING ROLL END IN
THE TRENCH, STAPUNG THE MMT IN PUCE, 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.
B.
ESTABLISH & MAINTAIN VEGETATION SO THAT REQUIREMENTS FOR ADEQUATE VEGETATIVE ESTABLISHMENT ARE
CONTINUOUSLY MET IN ACCORDANCE WITH SECTION B-4 VEGETATIVE STABIUZATION.
EROSION CONTROL BLANKET DETAIL
SCALE: N.T.S.
(SHEET TITLE: I
TYPICAL
DETAILS
C-803

APPENDIX B
TYPICAL DAM AND PUMP MAINTENANCE DIG

PUMP '
SUMP W/INTAKE HOSE
FILTER/SCREEN OR I I'
SUBMERSIBLE PUMP
I'. I�I III
WATERBODY Pty
,�-
SPOIL CONTAINMENT BERM III �-
(SILT FENCE, HAY BALES
OR OTHER APPLICABLE I ill
MATERIALS)
ti I
FILTER BAG
SPOIL
II
I II
I I II
III III
II II
II II
II II
TROW ENGINEERING CONSULTANTS INC.
1= NFKMLRA BLVD.. BURS 3 TALL SEE. FL. BSA 5
Trow -NE (om) 1e5-5441
REVISION
SCALE I DATE DRAWN
ws 01-29-2004 ALS —
-RETAIN A MIN. 25'
VEGETATIVE BUFFER TO
THE EXTENT POSSIBLE
ENERGY DISSIPATOR/
SCOUR PROTECTION
DAM
BACKHOE
FLOW
MAINTAIN A MINIMUM 25- I
VEGETATIVE BUFFER TO
THE EXTENT POSSIBLE
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 PRDJ. N0.1
DRAWING SHEET
THES0050362
COL -0003 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:
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. 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
OF A SILT FENCE WHERE FREQUENT ACCESS IS REQUIRED.
d. SEDIMENT LADEN WATER FROM TRENCH DEWATERING SHALL BE
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.
4. 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.
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
AND NOR SHALL EQUIPMENT BE REFUELED WITHIN 100 FT. OF THE
WATERBODY. PUMPS ARE TO BE REFUELED AS PER THE SPCC PLANS.
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.
8. 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 FORA WIDE
EXCAVATION. CAP FLUMES USED UNDER VEHICLE CROSSING
DURING DRY CROSSING.
10. 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.
11. INSPECT/REPAIR PIPELINE AS NEEDED.
12. 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.
13. 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
HAND TO AVOID EQUIPMENT BREAKING BAGS.
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.
1]00 NETROPoIRAN BLVD., SURE f TALLAHASSEE. FL.. USA 32305
PHONE: (550) .5-
REVISION
NTS 101-2D-2004 I ALS
UD COLONIAL PIPELINE COMPANY
ATLANTA, GEORGIA
TYPICAL DAM AND PUMP
MAINTENANCE DIG
AT WATERBODY LESS THAN 15'
TROW PRDJ. NO.1 DRAWING SHEET
THESOOSD362 I COL—D003a 2 OF 2

=1kiU]E(s3
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 flow of 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 soil erosion 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

oflarge 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 allowthe 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
mustbe 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:
1. 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 ofthe 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.

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.
ollowing: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, generally 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: N/A
❑ Precise grading and final elevation contours must be provided. Existing
vegetation and any clearing must be specified.
❑ All subsurface utility lines must indicate the location of anti -seep collars.
Construction detail for anti -seep collars must be provided.
❑ 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

O�O� W AT �q�G
7
I I > �
I�.�I o <
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
El Section 404 Permit El Section 10 Permit ®N/A
1 b.
Specify Nationwide Permit (NWP) number: 3 (a) & (c) or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ® No
1 d.
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 h
below.
❑ Yes ® No
1 h.
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 2 Exposure Rowan Co. NC 2018
2b.
County:
Rowan
2c.
Nearest municipality / town:
Salisbury
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: Addie J. Fraley Cauble; 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:
Salisbury (Rowan County), North Carolina 28147
3f.
Telephone no.:
N/A
3g.
Fax no.:
N/A
3h.
Email address:
N/A
Page 1 of 11
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 11

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
37159_327 001 (Parcel No.)
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.704961 Longitude: - 80.509357
(DD.DDDDDD) (-DD.DDDDDD)
1 c.
Property size:
1.25 -acre project area
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
Jump and Run Branch
proposed project:
2b.
Water Quality Classification of nearest receiving water:
C
2c.
River basin: map is available at
Yadkin Pee Dee River Basin
http://h2o.enr.state.nc.us/admin/maps/
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 of the left bank (outside bend) from Hurricane Florence (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:
N/A — No wetlands present within project area.
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 125 linear feet of perennial stream
3d.
Explain the purpose of the proposed project:
Significant precipitation associated with Hurricane Florence has resulted in stream bed and bank erosion to the unnamed
perennial stream within CPC's ROW exposing CPC's Line 2. CPC proposes to inspect the exposed line and replace the
required protective cover over the pipeline using pre -cast revetment mats.
3e.
Describe the overall project in detail, including the type of equipment to be used:
CPC intends to inspect the exposed pipeline and replace the required protective cover over the pipeline through the use
of pre -cast revetment mats. To re-establish the protective cover CPC intends to conduct the following: 1) excavate the
exposure on Line 2; 2) inspect and make repairs to Line 2 as necessary; 3) backfill the excavation area; and 4) restore
the stream to approximate pre -erosion contours and elevations using returned excavated material and revetment mats
keyed into the stream bed and bank in a manner that maintains grade and stream flow conditions.
To minimize sedimentation to the unnamed perennial stream during the above-mentioned maintenance activity, dams
constructed of sand bags, steel plates, or water -inflatable plastic dams will be temporarily placed upstream of the
maintenance area. The stream flow will be temporarily 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.
The temporarily excavated soils will be stored within the adjacent upland areas and returned to the excavated trenches,
and approximate pre -erosion contours will be restored following completion of the maintenance activity. It is our
understanding once the required protective pipeline cover (pre -cast revetment mats) is keyed into the streambed in a
manner that maintains existing grade and stream flow, the temporary dams will be removed, and normal streamflow
restored. Rip rap used to stabilize the revetment mats within the stream bed will be placed so the finished top elevation of
the rip rap does not exceed that of the original stream bed, and any rip rap utilized for bank stabilization will be placed on
filter cloth as required. CPC's standard erosion control practices will be employed. Specifically, the disturbed areas along
the stream bank will be revegetated with a grass seed mix and stabilized with straw and silt fence.
Page 3 of 11
PCN Form —Version 1.3 December 10, 2008 Version

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 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 4 of 11

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 T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
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
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)
S1 ®P ❑ T
Submar matting
and rip rap bank
Unnamed
Perennial Stream6
® PER
❑INT
® Corps
El DWQ
feet
89 If
stabilization
Unnamed
S2 ❑ P ® T
Workspace (dam
intermittent
® PER
® Corps
6 feet
10 If
and pump)
tributary to Swift
❑ INT
❑ DWQ
Creek
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ 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
99 If
3i. Comments:
Page 5 of 11

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 indivi ually 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 T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑ PEI T
0. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then 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 require mitigation, then you MUST fill out Section D of this form.
6a.
❑Neuse ❑ Tar -Pamlico ® Other: Yadkin Pee
Dee
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 T
impact
re uired.
B1 ❑P❑T
F-1 Yes
❑ No
El Yes
B2 ❑P❑T
❑ No
El Yes
B3 ❑P❑T
❑ No
6h. Total buffer impacts
N/A
N/A
6i. Comments: No riparian buffer protection rules within the Yadkin Pee Dee Basin.
Page 6 of 11

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Significant precipitation associated with Hurricane Florence has resulted in stream bed and bank erosion in the unnamed
perennial stream within CPC's ROW, exposing CPC's Line 2. The exposure and lack of surface pipeline protection at this
project location has resulted in conditions that may lead to potential damage to CPC's petroleum pipeline Line 2. Further,
these conditions are not consistent with CPC's or regulatory requirements for pipeline protection. Therefore, CPC is
required to conduct the work for the safety of the pipeline (unavoidable work).
b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
CPC will only conduct work within their mowed and maintained ROW, thereby minimizing impacts to the greatest extent
possible.
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 7 of 11
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
❑ 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:
Page 8 of 11

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?
Rowan 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
❑ Session Law 2006-246
(check all that apply):
® Other: N/A- Pipeline
Maintenance
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
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 9 of 11
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)?
1 c.
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
❑ Yes
❑ No
letter.)
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 10 of 11
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?
F-1 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 Johnston County, North Carolina were reviewed from the USFWS ECOS website
(https://ecos.fws.gov/ecp/) prior to visiting the site. Also an official IPaC species list was requested for the project area
from the Asheville Field Office on 10/18/2018. 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.nationalregisterofhistoricpIaces.com/nc/Johnston/state.htm1. 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?
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Pagel 1 of 11

John M. Wyatt
Southeast District
Environmental Program Manager
April 25, 2018
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
DWQ Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
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,
John M. Wyatt
Southeast District
Environmental Program Manager
Colonial Pipeline Company 5251 Hwy 153 Suite C #365 Hixson, TN 37343

PCN FORM ATTACHMENT A — Easement Agreement

LL #10:90
Map # 146
RIGHT OF WAY EASEMENT
OPTION
FOR AND IN CONSIDERATION OF_ Ten and Nnl1QQ_----------- --nnLLARS,
the receipt of which is hereby acknowledged, and the further consideration ofThirty and N 100—___OL.LARS,
to be paid within the period hereinafter provided, Addie J. ?P110Y Cauble, 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 pipeline right of way with the
right to construct, maintain, inspect, operate, protect, repair, replace, change the size of, and remove a pipeline for the transportation of
liquids and/or gases on, over, and through the following described lands, of which Grantors warrant they are the owners in fee simple,
situated in 20W)n County, State of North CarnI i na.to-wit:
13 -An es, mare a r lesgr._de-scri bed in a Deed riated p1r V 8 1926,
1��4�ded in Book 190_ pacle_19; and 27 acres_, more or less_
descrihed in a Deed dated January 12, 1918recordad in Rant;
1.48, Page -e 1 24 and 11 a— crncr mond _nr leGsdaecri ha;l i n a nepSi_-_
_ datarl pejOr azy IS 1914�recolded .]Ii_Book 13B_,._..pagL} 223, in
the office of the Register of_.D.P_e.cl;z 4.f Rowan County, North
Carolina.--- ---- - -
together with the right of unimpaired access to said pipeline and the right of ingress and egress on, over, and through the above-described
land for any and all purposes necessary and incident to the exercise by said Grantee of the rights granted hereunder.
The said Grantors shall have the right to use and enjoy the above-described land except as the same may be necessary for the
purposes herein granted to the said Grantee. Grantors agree not to build, create, or construct any obstructions, engineering works, or other
structures over said pipeline nor permit the same to be done by others.
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 to
by Grantee exercising any rights herein granted.
Any pipeline constructed by Grantee across any portion of the above-described land which is under cultivation shall, at the time
of the construction 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 pipeline above the channel of any natural or
man-made stream, ravine, ditch, or other water course.
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 pipeline or pipelines substantially parallel to the first pipeline constructed
rod
by Grantee on Grantors' land above-described and Grantee agrees to pay Grantors the sum of $_l,W PPr/ for each additionrl
Pipeline constructed, said payment to be made before construction commences. Said additional pipeline or pipelines shall be subject to
Ile same rights, privileges, and conditions, as set forth in this instrument.
This Option shall extend for a period oC-tVel4H._---- 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 constructed.
G.antee may exercise this Option at any time during such period by paying to Grantors the aforesaid further consideration of
$_317)—M , and upon making such payment this Optidn 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, tV91V6 month .period, this
Option,shall cease and terminate.
.,y
It is agreed that any payment hereunder may be made direct to said Grantors, or any one of them, or by deposftinit.p.,tgnt to
the credit of said Grantors, or any one of them, in the�1�oyia Baal: & Trust CO.Rank gf_3^lisbury, '7or'1 W -Cal. �litn
and payment so made shall be deemed and considered as j)hyment to each of said Grantors.
The rights herein granted may be assigned in whole or in part.
The terms, conditions, and provisions herein shall extend to and be binding upon the heirs, executors, administrators, personal
representatives, successors, and assigns of the parties hereto.
IN WITNESS WHEREOF, the Grantors herein have hereunto set their hands and seals this ----day of 1unA , 19-6_Z_.
(Seal)
Signed, seated, and
delivered in the prase of
. �
C. 13. itaberor r. (Seal)
Addie J- FFraley utile
(Seal)
u le Grantors

CPC -101
INDIVIDUAL ACKNOWLEDGMENT
STATE OF NORTH CAROLINASS
COUNTY OF
Rrtt inn I
I Zora N. Strong, a Notary Public do hereby certify
Addie J. Fraley Cauble _
Personally appeared before me this day and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal this, the 6th day of June h 19-k2
My,"Iem.`oCoffige expires on the 9th day of
ZDra ^I. Strong Notary Pubu&
Ausiust 1962
a p f
NORTH CAROLINAt )ZOWAN COUNTY,," r Vi
Ae foregoinggccertificate. of
Public of _ __ /`gWtLr✓ _ _ County, N. C., is ._ _. adjudged to be correct. Let the
instrument and the certificate . be registered.
This the. _ cJ�i....._. da�yof.�t_ _. J 19.4,..
REGISTER OF DEEDS OFFICE, ROWAN COUNTY. IM./Deputy Clerk of Superior Court
Filed for registration J111Y-31st .__ 19 62 at
1.21.... _ . o'clock P. M.
and recorded in .__ DEED. __.. _ Book 46 Pa .
��OF DEED
PROOF BY SUBSCRIBING WITNESS
STATE OF NORTH CAROLINA 1
SS
COUNTY OF J}
of County, state
certify
personally appeared before me this day, and being duly sworn, state that in his
Witness my hand and official seal, this day
My term of office expires on the day of
19�
the foregoing instrument.
19—
Notary Public
C)
C-1
136
QJ
/t.
3
�
u•
yr
o .s:
a �S
ce�
Q�z
<_ m
U

PCN FORM ATTACHMENT B — IPaC Report

to ly crw� a Nii.purr:
United States Department of the Interior`"K
A FISH AND WILDLIFE SERVICE
,m Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, NC 28801-1082
Phone: [phone] Fax: [phone]
hq2://www.fws.izov/nc-es/es/couniyfr.html
In Reply Refer To: October 18, 2018
Consultation Code: 04EN1000-2019-SLI-0025
Event Code: 04EN1000-2019-E-00052
Project Name: Line 2 Exposure Rowan Co. NC
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 attached species list 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. Although not required by
section 7, many agencies request species lists to start the informal consultation process and begin
their fulfillment of the requirements under section 7(c) of the Endangered Species Act (Act) of
1973, as amended (16 U.S.C. 1531 etseq.).
This list, along with other helpful resources, is also available on the U.S. Fish and Wildlife
Service (Service) Asheville Field Office's (AFO) website: hgps://www.fws. ovg /raleigh/species/
cniylist/nc—counties.html. list/nc—counties.html. The AFO website list includes "species of concern" species that could
potentially be placed on the federal list of threatened and endangered species in the future. Also
available are:
Design and Construction Recommendations
htt)s://www.fws.eov/asheville/htmis/t)roject review/Recommendations.html
Optimal Survey Times for Federally Listed Plants
hgps://www.fws.izov/nc-es/plant/Dlant survey html
Northern long-eared bat Guidance
hgps://www.fws.gov/asheville/htmis/project review/NLEB_in_WNC.html
Predictive Habitat Model for Aquatic Species
hqps://www.fws.gov/asheville/htmls/Maxent/Maxent.html

10/18/2018 Event Code: 04EN 1 000-2019-E-00052
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could require modifications of these lists.
Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act,
the accuracy of the species lists 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 or the AFO website (the AFO website dates each
county list with the day of the most recent update/change) 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 or by going to the AFO website.
The purpose of the Act is to provide a means whereby threatened and endangered species and the
ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the
Act and its implementing regulations (50 CFR 402 et seq. ), Federal agencies are required to
utilize their authorities to carry out programs for the conservation of threatened and endangered
species and to determine whether projects may affect threatened and endangered species and/or
designated critical habitat.
A Biological Assessment is required for construction projects (or other undertakings having
similar physical impacts) that are major Federal actions significantly affecting the quality of the
human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2)
(c)). For projects other than major construction activities, the Service suggests that a Biological
Evaluation similar to a Biological Assessment be prepared to determine whether the project may
affect listed or proposed species and/or designated or proposed critical habitat. Recommended
contents of a Biological Assessment are described at 50 CFR 402.12 and on our office's website
at https://www.fws.gov/asheville/htmis/project review/assessment®guidance.html.
If a Federal agency (or their non-federal representative) determines, based on the Biological
Assessment or Biological Evaluation, that listed species and/or designated critical habitat may be
affected by the proposed project, the agency is required to consult with the Service pursuant to
50 CFR 402. In addition, the Service recommends that candidate species, proposed species, and
proposed critical habitat be addressed within the consultation. More information on the
regulations and procedures for section 7 consultation, including the role of permit or license
applicants, can be found in the "Endangered Species Consultation Handbook" at: http://
www.fws.gov/endanizered/esa-libraI3L/pdf/TOC-GLOS.PDF.
Though the bald eagle is no longer protected under the Endangered Species Act, 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 additional consultation (see
https://www.fws.gov/southeast/our-services/permits/eagles. Wind energy projects should follow
the wind energy guidelines (http://www.fws.gov/windenergyo for minimizing impacts to
migratory birds (including bald and golden eagles) 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://

10/18/2018 Event Code: 04EN 1 000-2019-E-00052
www.fws. og v/mi rg_atorybirds/CurrentBirdlssues/Hazards/towers/towers.htm;
http://www.towerkill.com; and http://www.fws. og v/migratorybirds/CurrentBirdlssues/Hazards/
towers/comtow.html.
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.
Attachment(s):
• Official Species List
• Migratory Birds
■ Wetlands

10/18/2018 Event Code: 04EN 1 000-2019-E-00052
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:
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, NC 28801-1082
[phone]

10/18/2018 Event Code: 04EN 1 000-2019-E-00052 2
Project Summary
Consultation Code: 04EN1000-2019-SLI-0025
Event Code: 04EN1000-2019-E-00052
Project Name: Line 1 Exposure Rowan Co. NC
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/35.705347204488305N80.50861535563023W
Counties: Rowan, NC

10/18/2018
Event Code: 04EN1000-2019-E-00052
Endangered Species Act Species
There is a total of 2 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
Fisheries!, 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.
Mammals
NAME STATUS
Northern Long-eared Bat Myotis septentrionalis Threatened
No critical habitat has been designated for this species.
Species profile: hgps:Hecos.fws.gov/ecp/species/9045
Flowering Plants
NAME STATUS
Schweinitz's Sunflower Helianthus schweinitzii Endangered
No critical habitat has been designated for this species.
Species profile: h!Ws:Hecos.fws.gov/ecp/species/3849
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

10/18/2018
Migratory Birds
Event Code: 04EN1000-2019-E-00052
Certain birds are protected under the Migratory Bird Treaty Act! and the Bald and Golden Eagle
Protection Act2.
Any person or organization who plans or conducts activities that may result in impacts to
migratory birds, eagles, and their habitats should follow appropriate regulations and consider
implementing appropriate conservation measures, as described below.
1. The Migratory Birds Treaty Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)
The birds listed below are birds of particular concern either because they occur on the USFWS
Birds of Conservation Concern (BCC) list or warrant special attention in your project location.
To learn more about the levels of concern for birds on your list and how this list is generated, see
the FAQ below. This is not a list of every bird you may find in this location, nor a guarantee that
every bird on this list will be found in your project area. To see exact locations of where birders
and the general public have sighted birds in and around your project area, visit the E -bird data
mapping tool (Tip: enter your location, desired date range and a species on your list). For
projects that occur off the Atlantic Coast, additional maps and models detailing the relative
occurrence and abundance of bird species on your list are available. Links to additional
information about Atlantic Coast birds, and other important information about your migratory
bird list, including how to properly interpret and use your migratory bird report, can be found
below.
For guidance on when to schedule activities or implement avoidance and minimization measures
to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE
SUMMARY at the top of your list to see when these birds are most likely to be present and
breeding in your project area.
NAME
Kentucky Warbler Oporornis formosus
This is a Bird of Conservation Concern (BCC) throughout its range in the
continental USA and Alaska.
Prairie Warbler Dendroica discolor
This is a Bird of Conservation Concern (BCC) throughout its range in the
continental USA and Alaska.
Prothonotary Warbler Protonotaria citrea
This is a Bird of Conservation Concern (BCC) throughout its range in the
continental USA and Alaska.
BREEDING SEASON
Breeds Apr 20 to Aug
20
Breeds May 1 to Jul 31
Breeds Apr 1 to Jul 31

10/18/2018 Event Code: 04EN 1 000-2019-E-00052 2
NAME BREEDING SEASON
Red-headed Woodpecker Melanerpes erythrocephalus Breeds May 10 to Sep
This is a Bird of Conservation Concern (BCC) throughout its range in the 10
continental USA and Alaska.
Rusty Blackbird Euphagus carolinus Breeds elsewhere
This is a Bird of Conservation Concern (BCC) throughout its range in the
continental USA and Alaska.
Wood Thrush Hylocichla mustelina Breeds May 10 to Aug
This is a Bird of Conservation Concern (BCC) throughout its range in the 31
continental USA and Alaska.
Probability Of Presence Summary
The graphs below provide our best understanding of when birds of concern are most likely to be
present in your project area. This information can be used to tailor and schedule your project
activities to avoid or minimize impacts to birds. Please make sure you read and understand the
FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting
to interpret this report.
Probability of Presence (E)
Each green bar represents the bird's relative probability of presence in the lOkm grid cell(s) your
project overlaps during a particular week of the year. (A year is represented as 12 4 -week
months.) A taller bar indicates a higher probability of species presence. The survey effort (see
below) can be used to establish a level of confidence in the presence score. One can have higher
confidence in the presence score if the corresponding survey effort is also high.
How is the probability of presence score calculated? The calculation is done in three steps:
1. The probability of presence for each week is calculated as the number of survey events in
the week where the species was detected divided by the total number of survey events for
that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee
was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is
0.25.
2. To properly present the pattern of presence across the year, the relative probability of
presence is calculated. This is the probability of presence divided by the maximum
probability of presence across all weeks. For example, imagine the probability of presence
in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12
(0.25) is the maximum of any week of the year. The relative probability of presence on
week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2.
3. The relative probability of presence calculated in the previous step undergoes a statistical
conversion so that all possible values fall between 0 and 10, inclusive. This is the
probability of presence score.
Breeding Season (■)

10/18/2018 Event Code: 04EN 1 000-2019-E-00052 3
Yellow bars denote a very liberal estimate of the time -frame inside which the bird breeds across
its entire range. If there are no yellow bars shown for a bird, it does not breed in your project
area.
Survey Effort (1)
Vertical black lines superimposed on probability of presence bars indicate the number of surveys
performed for that species in the lOkm grid cell(s) your project area overlaps. The number of
surveys is expressed as a range, for example, 33 to 64 surveys.
No Data (—)
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe
Surveys from only the last 10 years are used in order to ensure delivery of currently relevant
information. The exception to this is areas off the Atlantic coast, where bird returns are based on
all years of available data, since data in these areas is currently much more sparse.
probability ol'presence breeding season I survey effort — no data
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Kentucky Warbler ---- ---- —__----_---__
BCC Rangewide (CON)
Prairie Warbler --�
BCC Rangewide (CON)
Prothonotary
Warbler --'
BCC Rangewide (CON)
Red-headed
Woodpecker
BCC Rangewide (CON)
Rusty Blackbird A
BCC Rangewide (CON)
Wood Thrush --�— —
BCC Rangewide (CON)
-- - 1 — - -- I — +---
---+'-'- -- I - +-----
---- ---- --+- -I----,---
---1 1--- --+- I-___11__
Additional information can be found using the following links:
• Birds of Conservation Concern hqp://www.fws.gov/birds/management/mana e� h -species/
b irds-of-conservation-concem.phn
■ Measures for avoiding and minimizing impacts to birds hqp://www.fws.gov/birds/
mana e�project-assessment-tools-and-guidance/
conservation-measures.phn
• Nationwide conservation measures for birds h!W://www.fws.gov/migratoiybirds/pdf/
management/nationwidestandardconservationmeasures.pdf

10/18/2018 Event Code: 04EN 1 000-2019-E-00052
Migratory Birds FAQ
Tell me more about conservation measures I can implement to avoid or minimize impacts
to migratory birds.
Nationwide Conservation Measures describes measures that can help avoid and minimize
impacts to all birds at any location year round. Implementation of these measures is particularly
important when birds are most likely to occur in the project area. When birds may be breeding in
the area, identifying the locations of any active nests and avoiding their destruction is a very
helpful impact minimization measure. To see when birds are most likely to occur and be breeding
in your project area, view the Probability of Presence Summary. Additional measures and/or
permits may be advisable depending on the type of activity you are conducting and the type of
infrastructure or bird species present on your project site.
What does IPaC use to generate the migratory birds potentially occurring in my specified
location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern
B( CCS and other species that may warrant special attention in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian
Knowledge Network (AKN). The AKN data is based on a growing collection of survey, bandins,
and citizen science datasets and is queried and filtered to return a list of those birds reported as
occurring in the 10km grid cell(s) which your project intersects, and that have been identified as
warranting special attention because they are a BCC species in that area, an eagle (Eagle Act
requirements may apply), or a species that has a particular vulnerability to offshore activities or
development.
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your
project area. It is not representative of all birds that may occur in your project area. To get a list
of all birds potentially present in your project area, please visit the E -bird Explore Data Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds
potentially occurring in my specified location?
The probability of presence graphs associated with your migratory bird list are based on data
provided by the Avian Knowledge Network (AKN). This data is derived from a growing
collection of survey, banding, and citizen science datasets .
Probability of presence data is continuously being updated as new and better information
becomes available. To learn more about how the probability of presence graphs are produced and
how to interpret them, go the Probability of Presence Summary and then click on the "Tell me
about these graphs" link.
How do I know if a bird is breeding, wintering, migrating or present year-round in my
project area?
To see what part of a particular bird's range your project area falls within (i.e. breeding,
wintering, migrating or year-round), you may refer to the following resources: The Cornell Lab
of Ornithology All About Birds Bird Guide, or (if you are unsuccessful in locating the bird of

10/18/2018 Event Code: 04EN 1 000-2019-E-00052
interest there), the Cornell Lab of Ornithology Neotropical Birds guide. If a bird on your
migratory bird species list has a breeding season associated with it, if that bird does occur in your
project area, there may be nests present at some point within the timeframe specified. If "Breeds
elsewhere" is indicated, then the bird likely does not breed in your project area.
What are the levels of concern for migratory birds?
Migratory birds delivered through IPaC fall into the following distinct categories of concern:
1. 'BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern
throughout their range anywhere within the USA (including Hawaii, the Pacific Islands,
Puerto Rico, and the Virgin Islands);
2. 'BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation
Regions (BCRs) in the continental USA; and
3. "Non -BCC - Vulnerable" birds are not BCC species in your project area, but appear on
your list either because of the Eagle Act requirements (for eagles) or (for non -eagles)
potential susceptibilities in offshore areas from certain types of development or activities
(e.g. offshore energy development or longline fishing).
Although it is important to try to avoid and minimize impacts to all birds, efforts should be made,
in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC
species of rangewide concern. For more information on conservation measures you can
implement to help avoid and minimize migratory bird impacts and requirements for eagles,
please see the FAQs for these topics.
Details about birds that are potentially affected by offshore projects
For additional details about the relative occurrence and abundance of both individual bird species
and groups of bird species within your project area off the Atlantic Coast, please visit the
Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides
birds that may be helpful to you in your project review. Alternately, you may download the bird
model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical
Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic
Outer Continental Shelf project webpage.
Bird tracking data can also provide additional details about occurrence and habitat use
throughout the year, including migration. Models relying on survey data may not include this
information. For additional information on marine bird tracking data, see the Diving Bird Study
and the nanotag studies or contact Caleb Spiegel or Pam Loring.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid
violating the Eagle Act should such impacts occur.
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area, only a subset of
birds of priority concern. To learn more about how your list is generated, and see options for
identifying what other birds may be in your project area, please see the FAQ "What does IPaC

10/18/2018 Event Code: 04EN1000-2019-E-00052
use to generate the migratory birds potentially occurring in my specified location". Please be
aware this report provides the "probability of presence" of birds within the 10 km grid cell(s) that
overlap your project; not your exact project footprint. On the graphs provided, please also look
carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no
data" indicator (a red horizontal bar). A high survey effort is the key component. If the survey
effort is high, then the probability of presence score can be viewed as more dependable. In
contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of
certainty about presence of the species. This list is not perfect; it is simply a starting point for
identifying what birds of concern have the potential to be in your project area, when they might
be there, and if they might be breeding (which means nests might be present). The list helps you
know what to look for to confirm presence, and helps guide you in knowing when to implement
conservation measures to avoid or minimize potential impacts from your project activities,
should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell
me about conservation measures I can implement to avoid or minimize impacts to migratory
birds" at the bottom of your migratory bird trust resources page.

10/18/2018 Event Code: 04EN 1 000-2019-E-00052
Wetlands
Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section
404 of the Clean Water Act, or other State/Federal statutes.
For more information please contact the Regulatory Program of the local U.S. Anny Corps of
Engineers District.
Please note that the NWI data being shown may be out of date. We are currently working to
update our NWI data set. We recommend you verify these results with a site visit to determine
the actual extent of wetlands on site.
RIVERINE
• R4SBC

PCN FORM ATTACHMENT C — NRHP Map

• �- tis ;� ,,_• ;- ' �
t
'.r
1
•
�• i � r r
r
Approximately 3,775 If
from exposure location
w
t` . .:Lumen Christi Lane..
11
y t '
Approximately 4111 if„
from exposure location
f j(
Legend
Exposure Location
CPC
r
Pipeline
NRHP Points
L

PCN FORM ATTACHMENT D — FEMA/FIRM Map

Base Map Source: ESRI Aerial Imagery 1:24,000 0 1,200 2,400 4,800 Feet
Colonial Pipeline Company, SE
Line 2 Exposure
Rowan County, North Carolina
corblu
ECOLOGY GROUP
FEMA/FIRM Map
Project No. 02-041901