20180596 Ver 1_401 Application_20180418

corblu
ECOLOGY GROUP
April 27, 2018
NC DWR, 401 & Buffer Permitting Branch
512 North Salisbury Street
Raleigh, NC 27604
Subject: Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company Maintenance
Johnston County, North Carolina
Corblu Project No. 02-041901- Exposure Line 22
To whom it may concern:
20180586
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 22. The exposure is located south of
the intersection of NC Hwy 42 and Cornwallis Road in Johnston County, North Carolina
(35.604160, -78.533290; 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
Past high flow events have resulted in stream bed and bank erosion in the unnamed intermittent
stream within CPC's right-of-way (ROW), exposing CPC's Line 22. 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 and its integrity. Further, these conditions are not
consistent with CPC's or regulatory requirements for pipeline protection.

Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company — Line 22 Exposure
2
April 27, 2018
Corblu Project No. 02-041901- Johnston Co. NC
The proposed pipeline maintenance activity will include permanent and temporary impacts to an
unnamed intermittent stream to Swift Creek [approximately 60 linear feet (pre -cast revetment mats
and rip rap) and 10 linear feet (temporary dam and pump)]. Specifically, CPC proposes to
permanently place 40 linear feet of Submar matting and 20 linear feet of rip rap which will provide
the required protective cover over Line 22. Temporary disturbances to the intermittent stream will
include 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 right-of-way (ROW) from Cornwallis Road (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 exposure on Line 22; 2) inspect and make repairs to Line 22 as necessary; 3)
backfill the excavation area; and 4) restore the stream to approximate pre -erosion contours and
elevations over Line 22 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 intermittent 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, 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 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).
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.

Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company — Line 22 Exposure
3
April 27, 2018
Corblu Project No. 02-041901- Johnston Co. NC
Corblu respectfully requests 401 Water Quality Certification for the required preventative pipeline
maintenance and the unavoidable impacts to 70 linear — feet of intermittent stream (40 If of Submar
matting, 20 If of rip rap and 10 If 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 intermittent stream located in the Neuse River Basin is not mapped as an existing
stream on the USGS 7.5 -Minute Topographic Quadrangle (Figure 1) nor the published Johnston
County Soil Survey (Figure 2) therefore, the stream does not have a regulated buffer. Additionally,
if the stream were recognized as a buffered stream the pipeline maintenance project is listed as
exempt under 15A NCAC 02B.0233 (3)(b) (Exemption when uses are present and ongoing). CPC's
Line 22 and ROW were present prior to the application of the Neuse riparian buffer protection rules
(July 22, 1997).
DWR Stream Determination Forms for streams on property and DWR determination letter for
wetlands or streams (if applicable)
Not Applicable — The Line 22 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 22 Exposure
Maps and Plans
April 27, 2018
Corblu Project No. 02-041901- Johnston 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 70 linear — feet of intermittent stream as authorized under the USACE NWP Nos.
3(a)(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 22 Exposure
April 27, 2018
Corblu Project No. 02-041901- Johnston 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
r
Michael A. Barfield, AWB, CAE
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
c: Mr. David Foust, CPC Project Manager, via email
Mr. John Wyatt, CPC Environmental Lead -SED, via email
Mr. Faron Leigh, CPC Environmental Specialist, via email

Legend
r_
{ Exposure Location s`
CPC Pipeline
l f �
Base Map Source: USGS 7.5 -Minute Topographic Quadrangle
Edmondson and Garner, North Carolina 1-24,000 0 1,250 2,500 5,000 Feet
Colonial Pipeline Company, SE , Figure 1
Line 22 Exposure Site Location Map
� o r b I u
Johnston County, North Carolina ECOLOGY GROUP Project No. 02-041901
l r
Legend
r_
{ Exposure Location s`
CPC Pipeline
l f �
Base Map Source: USGS 7.5 -Minute Topographic Quadrangle
Edmondson and Garner, North Carolina 1-24,000 0 1,250 2,500 5,000 Feet
Colonial Pipeline Company, SE , Figure 1
Line 22 Exposure Site Location Map
� o r b I u
Johnston County, North Carolina ECOLOGY GROUP Project No. 02-041901

Base Map Source: ESRI Aerial Imagery 1:1,500 0 75 150 300 Feet
Colonial Pipeline Company, SE
Line 22 Exposure
Johnston County, North Carolina
'AWR
oorblu
ECOLOGY GROUP
Figure 3
Vicinity Map
Project No. 02-041901

Base Map Source: ESRI Aerial Imagery 0 37.5 75 150 Feet
GPS Data Collected: 4/3/2018 1:$00
Colonial Pipeline Company, SE
Line 22 Exposure
Johnston County, North Carolina
corl lu
ECOLOGY GROUP
Figure 4
Jurisdictional Features
Project No. 02-041901

Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company — Line 22 Exposure
Photos taken on 4/3/2018
Corblu Project No. 02-041901- Johnston Co. NC
Photograph No. 2: North facing upstream view of the unnamed intermittent stream and
Line 22 exposure location within CPC's ROW.

APPENDIX A
DETAILED SITE PLANS

// N REVISION UAIE
I. ALL WORK —ISM RE PERFORMEDMLOW FLOW CONDITIONS WHEN POSSIBLE. RIS
PREFERRED THAT WORK OCCURS DURING THE DRY SEASON (OR OTHERWISE UPSTREAM ----
CONTROLSMANAGED7'O MINIMIZE FLOW), CONTRACTOR SNALL MONITOR \VEATf1IXCONDI IONS AND PLAN CONSTP-UL71ON ACTIVITIES ACCORDINGLY M AVOID IN-STMAM �'• ' COLONIAL PIPELINE _- - ,'----
WORK DURING RAPT E
2. CONSTRUCTION EQUB'MENTAND VEHICLES SHALL BE IN GOOD WORKING COMMON ANO VENTS AND MINIMIZE EXPOSURE OF DISTURBED SORSTO RAINFALL. 8" 23 PIPELINE
'
FREE OF HYDRAULIC, FUEL OR OIL LEAKS. THERE SHOULD BE A PDIEF PMT ONSITE. / / (INACTIVE)ITFAVY
CONTAINMENT,
NT AND ALL CHEMICAL PRODUCTS SHOULD HAVF.ADFQUATF ,' ®
CONTAINMENT. _ , _ _ _ _ _ _ _ _ -
3. PERIMETER EROSION AND SEDIMENT CONTROLS SHALL BE ESTABLISHED ALLOWING FOR - '
SUBSFQUENT CLEARING AND GRUBBING WITHM THE PROJECT AREA. _ --------- 7
4. SALVAGE, FURNISH AND WASTE MATERIALS SIAL BE TEMPORARILY STOCKPILED MA /F( ' �� I t
OF,
APPROVED AREA UNTIL FINAL HANDLING FOR ULTIMATE PLACEMENT. R IS COLONIAL PIPELINE i
THF. RESPONSIBILITY OF THE SELECTED CONTRACTOR TO ESTABLISH APPROVED STOCKPILE,
STAGING AND ACCESS AREAS. E A RAM EVENT IS ENUNENT, MEN A SILT FENCE SIAL BE _ 8"24 PIPELINE i i
INSTALLED BETWEEN THE STOCKPILE SOIL AND THP EKLSTNG STREAM. ------------ I/ (INACTIVE)
5. UPON COMPLETION OF WORK, AL1 EXCESS OR TEMPORARILY STOCKPILED SOILS. STUMPS _ i 6
OROTIINRMATERASIAL BE PERMANENTLY REMOVED AND PLACED IN UPLAND
STORAGE AREAS, PER LOCAL, STATE AND FEDERAL REQUIREMENTS.
6. ITMAY BE NECESSARY TO DIVERT STREAM FLOW AROUND TIP WORKING AREA TO
FACILITATECBSTRUCf10N USING A BYPASS PUMP OR JERSEY BARRIER IN NO INSTANCE
SHALL SPT LADEN WATER BE DISCHARGED INTO THE STREAM, DIRECTLY OR INDIRECTLY.
T. ALL TERFIlgY ACCESS, STAGMG, STOC"ME OR OTHERTEMPORARD.Y DISTURBED -----_ _ _ _ ------
SHA
AREASLLBE STABILIZEDANDMESTABLISHEDTOTIIEIRPHE ONSTRUITION
CONDITIONS. INCLUDING GRADE AND VEGETATION.
8. ALTHOUGH THIS PLAN MAKES EVERY ATTEMPT TO ACCOUNT FOR EROSION AND SEDD COLONIAL PIPELINE I
CONTROL, BANK STABILIZATION AND CONSTRUCTION LOGISTICS, UNFORESEEN 12" 22 PIPELINE
CIRCUMSTANCES MAY ARISE THAT REQUIRE ADDITIONAL OR MODIFIED MEASURES TO EXPOSUREL=2'
CONTROL SEDIMENT, STAHMUT RWARIAN STREAM BANKS AND FACMIT.ATE STRUCTURE HIGH LLL
INSTALLATION. CONTRACTOR SHALL WORK WITH CLIENT AND ENGINEER AS NECESSARY, BANK T.O.P. =+201'
IME _ _ _ _ _ _ _ _ _
TOENSURETHATTHEPROIECTISCONSTRUCTED IN ACCORDANCE WMiTHE NTOF ,.LpE'- _ -ry AJC ti j
9.THEENGINEER, OR QUALIFIED DESIGNEE, SHALL BE PRESENT DURING CONSTRUCTION OF
W -STREAM WORK TO ENSURE COMPLIANCE WITH CONSTRUCTION PLANS AND APPLICABLE
RE I UR TIIONSTONTRACOR SHALL GIW72 HOURS NOTICE TO CLIENT AND THE ENGINEER _ -
R
ENVIRONAIENTALNOTES TOE
I. THEOWNER SHALL NOTIFY ALL CONTRACTORS, SUBCONTRACTORS&MATERIAL SUPPLIERS
THAT DUMPMG OF CHEMICALS INTO THE STORM GRAN SYSTEM IS PROMITED.
2. PERMITTEE SHALL MAINTAN CONSTRUCTION SITE IN SUCH A CONDITION THAT AN
ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFFTHE SITE. POTENTIAL
POLLUT.INTSMCLUDEBUT:VSENOTLIMRFDTO:SOLMORLIQUINCHEMICALSPPLS; ^ --------- --------
WASTES FROM PADVFS,SEANS,SEALANTS, CLUES, LUTES, PESTICIDES, HERBICIDES, WOOD FI'O� Y- ` `\"`� _-_�� II
PRESERVATNESANDSOLVENTS;ASBESTOSFIBERS, PAINRAKES AKES OR STUCCO FRAGMENTS; 2()2 �`�` �`4 "� - P' 200- ITU II
FURS, TILLS, LUBRICANTS.AND HYDRAULIC, RADUTOR OR BATTERY RUIDS; ERTRIZERS, _ .201 - -- ---------
VEHICLE/EQUIPMENT WASH WATER ANO CONCRETE WASH WATER; CONCRETE, DETERGENT`--2Oz -'�
OR FLOATABLE WASTES; WASTES FROM ANY ENGNEIEQUIPMENT STEAM CLEANING OR TOE
CIIEMICALDEGMASNG;ANDSUPER CHLORBJATEDPOTABLEWATERLDEFLUSHING./ _ f
------- I
DURING CONSTRUCTION, PERMITTEE SHALL DISPOSE OF SUCH MATERIALS IN A SPECIFIED HIGH
AND CONTROLLED TEMPORARY AREA ON-STE, PHYSICALLY SEPARATED FROM POTENTIAL
STORM WATER RUNOFF, WITH ULTPAATE DISPOSAL M. ACCORDANCE WITH LOCAL, STATE BANK / ` _ '-----"_-
ANDFEDERALRFQUIREMEMS. / \` p /\'�`` 4 ``
3. CONTRACTOR SHALL CONSTRUCT PROJECT AS AUTHORIZED INPERMTTTED DRAWNGS.AM' I
CHANGESMUS FIRST BE APPROVED BY PROJECT MANAGER, OWNER AMT INSPECTOR AND 4/i / -� -----_ --__ O3. -'--------I
DOCUMENTED IN THE CONSTRUCTION CREW BOOK. / -
CRADMGNOTER // - �% .----------/
1. ALL WORK SHALL BE M ACCORDANCE WITH ANY SPECIAL REQUIREMENTS OF THE..J J
PERMIT. ----_-__--_2p4
_
2. NO EXCAVATION SHALL BE STARTED WITHOUT FIRST NOTIFYING ONE CALL 48 HOURS 205-- _. _
PRIOR TO COMMENCEMENT OF WORK. A PRE -GRADING MEETING SHALL BE
SCHEDULED AT THE SITE BEFORE START OF GRADING WITH THE FOLLOIVMG
PEOPLE PRESENT: OWNER, CONTRACTOR @ NSPECTOR
PRIOR TO ANY CLEARING, BRUSHRiG OR DEMOLMON,
T AP ROVAL MUST BE PROJECT TMNEO FROM THE PROCF MANAGER R MAN WHAT IS ORIZED, ER AND INSPECTOR.
-?OE>>
4. CUT SLOPES SHALL NOT BE STEEPER THAN I.5:I SLOPE. '- ��----- -
5. ALL TRENCH BACKFILLS SHALL BE EXAMINED AND CERTIFTED BY THE SITE
INSPECTORPERTHEGRADINGPLAN.-'�------'---
6. DUST ABATEMENT SHALL BE CONTROLLED BY WATERING.
T. SANITARY FACMIT1ES SHALL BE MAMTAINTD ON THE SITE PLUS CONTAINMENT.
8. ALL PUBLIC ROADWAYS MUST BE MAINTAINED DAILY OF ALL DEBRIS DEPOSITED / //
ON THEM AS A RESULT OF THE CONSTRUCTION OPERATION. CLEANING IS TO BE DONE TO
THE SATISFACTION OF THE OWNER. / - `----20%----
-_-------
SURVEY NOTES
1. ALL LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND SHOULD BE
FIELD VERIFIED PRIOR TO START OFCONSTRUCTION.
2. SURVEY WAS PERFORMEDON WE Dig.
3. DATA COLLECTED WITH ROBOTIC TOTAL STATION.
4. ALL VERTICAL ELEVATIONS APPROXIMATED BASED ON GOOGLE EARTH LOCATION. / / I'I' --------/[
--- - _ _ _/ _
5. STATE PLANE COORDINATE SYSTEM -NAD83-NORTH CAROLINA STATE PLANE -US FOOT. ////���
10' 0' 10' 20' 30' crs. NiX60!<HC�
COP EVC
GSL'BJ/AR INC.
AND ARE NOT CONSTRUCTIONDRAWINGS TAFSECONFIDENTLLL 2018All RlOBTSBFSERVED. 1 04/20/18
9MAYNOTBECOPIED UNLESSAPPROVEDBYSUBMAR. INC
EXISTING CONDITIONS
'O✓ECT#: DRAWING#: DWNBY.- CICDBY..
15428 C-101 K✓D IlPD
CP
COLONIAL PIPELINE COMPANY
XErIHHIGHFILL 1 336-451-9824
EXPOSED PIPELINE
— BURIED PIPELINE
- - — RIGHT OF WAY
FLOW +• FLOW DIRECTION
c1/vc Urt r. Lq0
1711 D— S—
f..— LA 70360
CORNWALLIS RD.
3 FO.E `008 TRIBUTARY
TO SWIFT CREEK
JOHNSTON COUNTY
COP EVC
GSL'BJ/AR INC.
AND ARE NOT CONSTRUCTIONDRAWINGS TAFSECONFIDENTLLL 2018All RlOBTSBFSERVED. 1 04/20/18
9MAYNOTBECOPIED UNLESSAPPROVEDBYSUBMAR. INC
EXISTING CONDITIONS
'O✓ECT#: DRAWING#: DWNBY.- CICDBY..
15428 C-101 K✓D IlPD
CP
COLONIAL PIPELINE COMPANY
XErIHHIGHFILL 1 336-451-9824
EXPOSED PIPELINE
— BURIED PIPELINE
- - — RIGHT OF WAY
FLOW +• FLOW DIRECTION

COLONIAL PIPELINE ---
8'23 PIPELINE
/ (MAMVE)
COLONIAL PIPELINE
12"22 PIPELINE _ _ __----
COLONIAL PIPELINE
8" 24 PIPELINE
(INACTIVE)
----------
HIGH
---- HIGH
BANK
TOE?OJ 4 `/ _____- T5 ��'
03 \ -y0
_-2Q /" 205 _ yOti _ n�
1:3 20 201,`,' V
203
02
202 C3
TOE 701. ____
HIGH--
BANK
i
CPS: N35.60399'
W78.53391'
LEGEND:
BURIED PIPELINE
- - — RIGHT OF WAY
FLOW FLOW DIRECTION
�,''
-
h _____', _-_-101 ----'--- ------'
'v.\- _103 0^s' ,
703 �
-- -- 10^
/
-204 1
------------- 207------
---_-----------------------------SURVEY
-------------------------------
SURVEYNOTES
I. ARE APPROXIMATE AND SHOULD BE
TOR
FILLOCAIREDP TO STAOUNDUTLLI UCTIOWN
FURVEY:RIFlEDRFORMOSTARTOF CONSTRUCTION.
3. SIIRVEYWLEMI)WITHROOTICTTA
1. DATA COLIECFEDWLTH ROBOTICTOTAL STATION.
�-------------
4. ALL VERTICAL ELEVATIONS APPROXDAATED BASED ON CAOCLE EARTN LOCATION.
5. STATE PLANE COORDMATE SYSTEM -NADS3-NORTH CAROLINA STATE PLANE -US FOOT.
- - - - -- /F --- _ - _ _ - /.
- / /�-------____
10' 0' 10' 20'
30'
1711 703
H-.., 995IM-0160
S
°;2,41M °
LINE 22 EXPOSURE DIS
CORNWALLIS RD.
TRIBUTARY TO SWIFT CREEK
SHEET T/2LE:
PROPOSED SITE
��
O
E—il. ,.bm ,C&.bm.�—
JOHNSTON COUNTY
GRADING PLAN
.
GARNER NC
COLONIAL PIPELINE COMPANY
rH ECONCEPTVAL DRAWING ARE PREPARED BY UBAL4RF RESTIAUTJNC
'URPOSRS ONL YAND ARE NOT CONSTRUCTION DRA 97NGS THESE CONFmENTL4l
COPYRIC,ATOSUBAURINC DATE: SHEET. CALF:
PROlECTN: DRA DWNBY.- C Y:
C NTACT.. PH NE:
DRAWINGS AIA YNOTBE COPIED UNLESSAPPROVED BYSURAIARMC
rdld ALL RIGHTS RESERFED. 04/20/(8 20 S ASSNOB'N
J
1S42S 1,-I DZ KJD MPD
KEITNHIGHF(LL 336-451-9824
i
CPS: N35.60399'
W78.53391'
LEGEND:
BURIED PIPELINE
- - — RIGHT OF WAY
FLOW FLOW DIRECTION

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!� � �A'a.��e._ I_� c>d�Se799I►1` / %1�1Y.� �;,.i•/_t
PROPOSED CIVIL SITE
IMPROVEMENTS PLAN
15428 I C-103 I !UD I MPD
BANK PAVING
(12" - 18" DIA.)
BACKFILL EXCAVATED 3'
DEEP TRENCH WITH
EXISTING MATERIAL
Cp
COLONIAL PIPELINE COMPANY
ICT:- PH NE:
KEP/HHlGHFlLL 336-451-9824
GPS: 335. 00399°
W78.53391'
LEGEND:
BURIED PIPELINE
- - - RIGHT OF WAY
FLOWi FLOW DIRECTION
LPSTP LONGITUDINAL PEAKED
STONE TOE PROTECTION
LLIVC LL rAruo UTCC L//J
9711 D""" S"`"
CORNWALLIS RD.
S F.. 1414ff
TRIBUTARY TO SWIFT CREEK
JOHNSTONCOUNTY
GARNER NC
C NCEPTUAL ORAWlN AREP AREDB UBM1UR FOR TlM1UTlNG
SONLYANDARENOTCONSTRUCTTONDRAWINGSTAEY£CONFIDEN7UL
G WINGS AUY NOT BE COPIED UNLFSS APPROVED BYSUBMAP, INC
COPYRlCBT OSi'BJURL\'C. DATE: SHEET.- 1
=OPALLRIGDTSR£SERVED. 04120118 3o AS
I5
BACKFILL EXCAVATED 2'
---/ -'
- -----
_ --- __
SURVEY NOTES
I. ALL LOL'ATIONSOF UNDERGROUND UTLLITIES SHOWN ARE APPROXIMATE AND SHOULD HE
'- - _, _
'-
- DEEP TRENCH WITH
EXISTING MATERIAL //
FIELDVERIFlED PR IORTOSTARTOFCONSTRUCIION.
'. SURVEY WAS PERFORMED
I/
TOTAL
S. DATA COLLECTED WITH ROBOTIC TOTAL STATON.
ROBOTIC
J. ALLVERTICAL ELEVATIONS APPROXIMATED BASED ON GOOOLE EARTH LOCATION.
5. STATE PLANE COORDINATE SYSTEM -NADIO- NORTH CAROLINA STATE ?LANE -US FOOT.
__
%�---_____///{...
/
/�------_
-
10' 0' 10' 20' 30'
-_
PROPOSED CIVIL SITE
IMPROVEMENTS PLAN
15428 I C-103 I !UD I MPD
BANK PAVING
(12" - 18" DIA.)
BACKFILL EXCAVATED 3'
DEEP TRENCH WITH
EXISTING MATERIAL
Cp
COLONIAL PIPELINE COMPANY
ICT:- PH NE:
KEP/HHlGHFlLL 336-451-9824
GPS: 335. 00399°
W78.53391'
LEGEND:
BURIED PIPELINE
- - - RIGHT OF WAY
FLOWi FLOW DIRECTION
LPSTP LONGITUDINAL PEAKED
STONE TOE PROTECTION
LLIVC LL rAruo UTCC L//J
9711 D""" S"`"
CORNWALLIS RD.
S F.. 1414ff
TRIBUTARY TO SWIFT CREEK
JOHNSTONCOUNTY
GARNER NC
C NCEPTUAL ORAWlN AREP AREDB UBM1UR FOR TlM1UTlNG
SONLYANDARENOTCONSTRUCTTONDRAWINGSTAEY£CONFIDEN7UL
G WINGS AUY NOT BE COPIED UNLFSS APPROVED BYSUBMAP, INC
COPYRlCBT OSi'BJURL\'C. DATE: SHEET.- 1
=OPALLRIGDTSR£SERVED. 04120118 3o AS
I5
PROPOSED CIVIL SITE
IMPROVEMENTS PLAN
15428 I C-103 I !UD I MPD
BANK PAVING
(12" - 18" DIA.)
BACKFILL EXCAVATED 3'
DEEP TRENCH WITH
EXISTING MATERIAL
Cp
COLONIAL PIPELINE COMPANY
ICT:- PH NE:
KEP/HHlGHFlLL 336-451-9824
GPS: 335. 00399°
W78.53391'
LEGEND:
BURIED PIPELINE
- - - RIGHT OF WAY
FLOWi FLOW DIRECTION
LPSTP LONGITUDINAL PEAKED
STONE TOE PROTECTION

SPECIFICATIONS
MATRESSTYPE: REVETMENT
MATRESSDIMENSIONS: Vxx0'x4.5•
MATRESSWEIGHT: AIR6,200POUNDS
MATRESS WEIGHT SUBMERGED: 3,600 POUNDS (APPROX.)
CONCRETE DENSITY: 145 LBS PER CU. FT., 4,000 PSI 160
ELEMENTS: 5/8" ULTRA VIOLET STABILIZED COPOLYMER
EXRMDED FIBER ROPE, MINIMUM TENSILE
STRENGTH 9,500 POUNDS
SUBMAR MAT SYSTEM
SCALE: N.T.S.
PIPELINE
EXISTING
l GRADE
GRADE
GEOTEXTILEUNDERNEATH
SUBMAR MAT SYSTEM
L 3.e L
4s^ ^(
l Ix^ e.xs•
0
fNOf VIDU IL ELEMENT
3.75"
NOTE:
I. EXACT PLACEMENT OF MAT$ AND/OR
ANCHORS WILL BE DETERMNED IN THE
FIELD.
2. MATS ARE PLACED ON A GEOTEXTILE
FABRIC AS SHOWN N DETAL.
SUBMAR MAT
SYSTEM
ROCK M BE PLACED AT
LEAST 3 ELEMENTS IN AND
A MINIMUM OF I V OUT
3'
10'
ROCK SUBGRADE ROCK GRADE CONTROL DETAIL
SCALE: N.T.S.
EXIST NG
BACKELLEXCAVATEDT
GRADE RIPRAP TYPICAL THICKNESS TO BE
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SCALE: N.T.S.
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SCALE: N.T.S.
SS. WORM DRIVE
8'x2Vx4.5• CONNECTORS
MATS MAT'
MATT I I �II II
PLAN VIEW
SS. WORM DRIVE
CURRENT CONNECTORS W,29,4.5'
MATS
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MAT MAT'
NOTE: ROPE'NCKED
316 STAINLESS STEEL 2,200 LB. BREAKING SIDE VIEW UNDER
STRENGTH IN THE LINE CONFIGURATION
ABOVE. 5116" NUT DRIVER NEEDED
PERIMETER MAT CONNECTION DETAIL
SCALE: N.T.S.
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CORNWALLIS RD.
TRIBUTARY TO SWIFT CREEK
SHEET TITLE:
TYPICAL DETAILS
P
LEGEND:
E—R., mbmi3.rubmiceom
JOHNSTON COUNTY
G NbWlh: mrwaubmacrom
'r
COLONIAL PIPELINE COMPANY
GARNER NC
TBESECONCEPTUALDRAWING ARE PREPAREDBYSUBMAR FORTIMATING
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f1F\A/ATC[J IKI!_ T1CTA11
SCALE: N.T.S.
OVERLAP OR ABUT
BOLL EDGHS (TYP-)
6- MIN. OVERLAP
1 AT ROLL END (EYP.)
6- DEEP
KEY INTEENCHRENCH - -
PREPARED SLOPE (SEEDBED)
WITH SEED IN PLACE
L USE TEMP. SOIL STABILIZATION MATTING MADE OF DEGRADABLE (LASTS 6 MOS, MIN.) NATURAL OR MAN-MADE FIBERS
(MOSTLY ORGANIC). MAT MAST HAVE UNIFORM THICKNESS & DISTRIBUTION OF FIBERS THROUGHOUT& BE SMOLDER
RESISTANT. CHEMICALS USED IN THE MAT MUST BE NON -LEACHING & NON-TOXIC M VEGETATION & SEED
GERMINATION & NON-INJUROUS TOME SKIN. IF PRESENT, NETTING MUST BE EXTRUDED PLASTIC WITH A MAX MESH
OPENING OF 2'#" & SUFFICIENTLY BONDED OR SEWN ON 2- CENTERS ALONG LONGITUDINAL AXIS OF THE MATERIAL M
PREVENT SEPARATION OF THE NET FROM THE PARENT MATERIAL.
2. SECURE MATTINO USING STEEL STAPLES, WOOD STAKE OR BIODEGRADABLE EQUIVALENT. STAPLES MUST BE'U- OR'T'
SHAPED STEEL WIRE HAVING A MIN. GAUGE OF NO. I1 AND NO. 8 RESPECTIVELY 'U" SHAPED STAPLES MUST AVERAGE 1"
M 1-1/2' WIDE &BEA MIN. 6' LONG. "T SHAPED STAPES MUST HAVE A MIN. 8" MAIN LEG, A MIN. 1' SECONDARY LEO, & A
MIN.4- HEAD. WOOD STAKES MUST BE ROUGH -SAWN HARDWOOD, 12' M2,1- IN LENGTH. 1'. 3- INCROSS 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 PLAN.
4. UNROLL MATTING DOWN SLOPE. LAY MAT SMOOTHLY & FIRMLY UPON THE SEEDED SURFACE AVOID STRETCHING THE
MATTING.
5. OVERLAP OR ABUT ROLL EDGES PER MANUFACTURING RECCOMENDATIONS.OVERLAP ROLL ENDS BY 6- (MM) WITH
ME UP LOPE MAT OVERLAPPING ON TOP OF ME DOWNSLOPE MAT.
6. KEY INTHEUPSLOPE ENDOFMAT6-(MIN.) SYDIGGINGATRENCH, PLACMGMEMATDNGROLLENDMMETRENCH,
STAPLING ME MAT IN PLACE, REPLACING ME EXCAVATED MATERIAL, & TAMPING M SECURE ME MAT END IN THE
KEY.
7. STAPLEISTAXE MAT INA STAGGERED PATTERN ON 4' (MAX) CENTERS THROUGHOUT & 2' (MAX.) CENTERS ALONG
SEAMS, JOINTS & ROLL ENDS.
8. ESTABLISH & MAINTAIN VEGETATION SO THAT REQUIREMENTS FOR ADEQUATE VEGETATIVE ESTABLISHMENT ARE
CONTINUOSLY MET IN ACCORDANCE WITH SECTION B4 VEGETATIVE STABILIZATION.
EROSION CONTROL BLANKET DETAIL
SCALE: N.T.S.
HIGHBANK DISCHARGE PIPE
SEDIMENT
CLEAN WATER
APPROVED
BAG
SANDBAG DAM(SEE
CROSS SECTION)
DEWATERING PUMP
STAPLESTAPLE
EmaR: submar(ea bmar.eam
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STRAW
SUMP -HOLE OR
TOE SUCTION PIPE
BALES
POOL(12'M IS"
JOINNG TWO ADJACENT SILT
MULCH. LEAF/WOOD COMPOST,
DEEP T DLI)
J' —_
36' MIN. FENCE
SLOPE
STREAM SEDIMENT
MAX.
DIVERSION PUMPS SANDBAG DAM
ENERGY DISSIPAMR
SUCTION PIPE
DISCHARGE PIPE
(PUMPS SHOULD
DISCHARGE ONTO A
UNDISTURBED
STABLE VELOCITY
GROUND
DISSIPATORMADEOF
RIPRAP OR SANDBAGS)
WORK AREA LENGTH
HIGH,
NOTM EXCEED THAT WHICH CAN BE
BOTH SIDES OF GEOTEXTILE
THE GROUND
COMPLETED IN ONE DAY
CROSS SECTION
IMPERVIOUS
SHEETING
BASE FLOW+1' WORK
AREA
SANDBAG DAM
CROSS SECTION
f1F\A/ATC[J IKI!_ T1CTA11
SCALE: N.T.S.
OVERLAP OR ABUT
BOLL EDGHS (TYP-)
6- MIN. OVERLAP
1 AT ROLL END (EYP.)
6- DEEP
KEY INTEENCHRENCH - -
PREPARED SLOPE (SEEDBED)
WITH SEED IN PLACE
L USE TEMP. SOIL STABILIZATION MATTING MADE OF DEGRADABLE (LASTS 6 MOS, MIN.) NATURAL OR MAN-MADE FIBERS
(MOSTLY ORGANIC). MAT MAST HAVE UNIFORM THICKNESS & DISTRIBUTION OF FIBERS THROUGHOUT& BE SMOLDER
RESISTANT. CHEMICALS USED IN THE MAT MUST BE NON -LEACHING & NON-TOXIC M VEGETATION & SEED
GERMINATION & NON-INJUROUS TOME SKIN. IF PRESENT, NETTING MUST BE EXTRUDED PLASTIC WITH A MAX MESH
OPENING OF 2'#" & SUFFICIENTLY BONDED OR SEWN ON 2- CENTERS ALONG LONGITUDINAL AXIS OF THE MATERIAL M
PREVENT SEPARATION OF THE NET FROM THE PARENT MATERIAL.
2. SECURE MATTINO USING STEEL STAPLES, WOOD STAKE OR BIODEGRADABLE EQUIVALENT. STAPLES MUST BE'U- OR'T'
SHAPED STEEL WIRE HAVING A MIN. GAUGE OF NO. I1 AND NO. 8 RESPECTIVELY 'U" SHAPED STAPLES MUST AVERAGE 1"
M 1-1/2' WIDE &BEA MIN. 6' LONG. "T SHAPED STAPES MUST HAVE A MIN. 8" MAIN LEG, A MIN. 1' SECONDARY LEO, & A
MIN.4- HEAD. WOOD STAKES MUST BE ROUGH -SAWN HARDWOOD, 12' M2,1- IN LENGTH. 1'. 3- INCROSS 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 PLAN.
4. UNROLL MATTING DOWN SLOPE. LAY MAT SMOOTHLY & FIRMLY UPON THE SEEDED SURFACE AVOID STRETCHING THE
MATTING.
5. OVERLAP OR ABUT ROLL EDGES PER MANUFACTURING RECCOMENDATIONS.OVERLAP ROLL ENDS BY 6- (MM) WITH
ME UP LOPE MAT OVERLAPPING ON TOP OF ME DOWNSLOPE MAT.
6. KEY INTHEUPSLOPE ENDOFMAT6-(MIN.) SYDIGGINGATRENCH, PLACMGMEMATDNGROLLENDMMETRENCH,
STAPLING ME MAT IN PLACE, REPLACING ME EXCAVATED MATERIAL, & TAMPING M SECURE ME MAT END IN THE
KEY.
7. STAPLEISTAXE MAT INA STAGGERED PATTERN ON 4' (MAX) CENTERS THROUGHOUT & 2' (MAX.) CENTERS ALONG
SEAMS, JOINTS & ROLL ENDS.
8. ESTABLISH & MAINTAIN VEGETATION SO THAT REQUIREMENTS FOR ADEQUATE VEGETATIVE ESTABLISHMENT ARE
CONTINUOSLY MET IN ACCORDANCE WITH SECTION B4 VEGETATIVE STABILIZATION.
EROSION CONTROL BLANKET DETAIL
SCALE: N.T.S.
POSTS
1711 Dune Srreel
STEP
ffouma, LA 70360
S
Ph. 98--868-0001
STAPLE STAPLE TWIST POSTTOGEI}IER STAPLE
Far 985-851-0108
STAPLESTAPLE
EmaR: submar(ea bmar.eam
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Website: wwn'.aubmar.rom
POSTS
6' MAX
STEP
CENTER M CENTER
FLOW
36' MPI. FENCE POST LENGTH
STAPLE STAPLE TWIST POSTTOGEI}IER STAPLE
DRIVEN MIN. 16" INTO GROUND
STAPLESTAPLE
16MM. HEIGNTOP
.
WOVEN SLR FILM ]SOMME
V
$°•'!° •':•
STAPLE STAPLE
8" MIN. DEPTH
V INTOGROUND
JOINNG TWO ADJACENT SILT
MULCH. LEAF/WOOD COMPOST,
FENCE SECTIONS (TOP VIEW)
ELEVATION
36' MIN. FENCE
SLOPE
POST LENGTH
MAX.
FENCE POST IB"
WOVEN SLR FILM
GEOTEXTIM
LE
8"MIN.
MIN. ABOVE GROUND
UNDISTURBED
FLOW_
GROUND
EMBED OEOTEXTiLE
MIN. OF S" VERTICALLY
INTO THE GROUND. BACKFILL
FENCE POST DRIVEN
AND COMPACT THE SOIL ON
A MIN. OF 16" INTO
BOTH SIDES OF GEOTEXTILE
THE GROUND
CROSS SECTION
POSTS
e
STEP
STEP 2E
FLOW
STAPLE
STAPLE STAPLE TWIST POSTTOGEI}IER STAPLE
+
STAPLESTAPLE
STEP]
FMO
CONFIGURATION
$°•'!° •':•
STAPLE STAPLE
12" MIN,
JOINNG TWO ADJACENT SILT
MULCH. LEAF/WOOD COMPOST,
FENCE SECTIONS (TOP VIEW)
1. USE WOOD POSTS 1-3/4',14/4',1/16' (MINIMUM) SQUARE CITOF SOUND QUALITY HARDWOOD. MAN
ALTERNATIVETOWOODENPOSTUSESTANDARD OR"U"SECTIONSTEELPOSTSWEIGHINGNOTLESS
THAN I POUND PER LINEAR FOOT.
2. USE 36 INCH MINIMUM POSTS DRIVEN 16INCH MMMUM INTO GROUND NO MORE THAN 6 FEET APART.
3. USE WOVEN SLR FHd1 GEOTEXTILE AS SPECIFIED IN SECTION H-1 MATERIALS AND FASTEN GEOTEXMU
SESCURELY M UPSL0PE SIDE OF FENCE POSTS WITH WIRE TIES OR STAPLES AT TOP AND MB3.SECTION.
4. PROVIDE MANLYACTURER CERTIFICATION TO THE AUTHORIZED REPRESENTATIVE OF THE
MSPECTION/ENFORCEMENT AUTHORITY SHOWING THAT ME GEOT EXTILE USED MEETS THE
REQUIREMENTS IN SECTION H-1 MATERIALS.
5. EMBED GEOTEXTTLE A MINIMUM OF S INCHES VERTICALLY INTO ME GROUND. BACKFILL AND COMPACT
THE SOIL ON BOTH SIDES OF FABRIC.
6. WHERETWO SECHONSOFGFATEXTII.EADIOM:OVERLAP,T InMDSTAPLETOPOSTMACMO INCE
WITH THIS DETAIL
7. EXTEND BOTH ENDS OF THE SILT FENCE A MINIMUM OF F HORIZONTAL FEETUPSWPE AT 45 DEGREES
M ME MAIN FENCE ALIGNMENT M PREVENT RUNOFF FROM GOING AROUND THE ENDS.
8. REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVELOP IN SILT FENCE OR WHEN
SEDIMENTREACHES ZS%OFFENCE HEIGHT. REPLACE GEOTEXrMX IF TORN. IF UNDERMINING OCCURS,
REINSTALL PENCE.
CORNWALLIS RR
TRIBUTARY TO SWIFT CREEK
JOHNSTON COUNTY
GARNER NC
COPFRrcH7 C SUBJUR. INC D ATI': SHIftPl. ISI
2018ALLRIGHTSRESERVED. 1 04120118 5of5
SILT FENCE DETAIL
SCALE: N.T.S.
TYPICAL DETAILS
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HOSE
12" MIN,
PLAN VIEW
MULCH. LEAF/WOOD COMPOST,
STRAP
WOODCHIPS, SAND OR STRAW BALES
SLOPE
FLOW5%
MAX.
8"MIN.
TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE NOSE W IDI A STRAP OR SIMILAR DEVICE.
PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF/WOOD COMPOST, WOOD CHIPS, SAND OR STRAW BALES)
LOCATED ON A LEVEL OR 5% MAX. SLOPING SURFACE. DISCHARGE TO A STABILIZED AREA EXTEND BASE A MIN. OF 12 -
FROM EDGES OF BAG.
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
REMOVE & PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PUMPING OPERATIONS OR AFTER BAG HAS
REACHED CAPACITY, WHICHEVER OCCURS MEET. SPREAD THE DEWATERED SEDIMENT FROM THE SAO 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 M ORIGINAL CONDITION UPON REMOVAL OF THE DEVICE
USE NON WOVEN OEOTEXTILE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH THREAD. SIZE SLEEVE TO
ACCOMODATE A MAX. 4" DIA PUMP DISCHARGE HOSE THE BAG MUST BE MANUFACTURED FROM A NONWOVEN
0 L THAT MEETS OR EXCEEDS MIN. AVERAGE ROLL VAULES (MARY) FOR THE FOLLOWING:
GRAB TENISLE 250 LB ASTM D-4632
PUNCTURE 150 LB ASTM D4833
FLOW RATE '/0 GAU31IN/FI' AST8104491
PERMITTIVITY (SEC') 1.2 SEC' ASTM D-4491
UV RESISTANCE 70% STRENGTH Q 500 HOURS ASTM D-4355
APPARENTOPENING SIZE(ADS) 0.15-0.18 MM ASTM D-4'151
SEAM STRENGTH 90% ASTM D4632
REPLACE FILTER BAD 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 DISPLACED.
1=11 TL1] R&!_ FIFTAII
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COLONIAL PIPELINE COMPANY
KENHHIGHFILL ' 336-451-9824
LEGEND:

APPENDIX B
TYPICAL DAM AND PUMP MAINTENANCE DIG

DAM AND PUMP CROSSING
THE FOLLOWING IS A SEQUENCE OF CONSTRUCTION AND MITIGATION
MEASURES TO BE FOLLOWED AT ALL 'DAM AND PUMP' TYPE CROSSINGS.
SEQUENCE OF ACTIVITIES
STEP 1. IMPLEMENT THE TEMPORARY EROSION AND SEDIMENT CONTROLS.
STEP 2. INSTALL DRY STREAM CROSSING MATERIALS.
STEP 3. EXCAVATE TRENCH AND INSPECT OR REPLACE PIPE.
STEP 4. BACKFILL AND RESTORE STREAM BANKS.
STEP 5. REMOVE DAMS.
STEP 6. IMPLEMENT PERMANENT EROSION AND SEDIMENTATION CONTROLS.
NOTES:
1. SCHEDULE INSTREAM ACTIVITY FOR LOW FLOW PERIODS AND
FOR THE APPROPRIATE TIMING WINDOW.
2. MARK OUT AND MAINTAIN LIMITS OF AUTHORIZED WORK
AREAS WITH FENCING OR FLAGGING TAPE TO AVOID
UNNECESSARY DISTURBANCE OF VEGETATION. ENSURE
EQUIPMENT OPERATORS WORKING ON THE CROSSING HAVE
BEEN BRIEFED ABOUT THIS PLAN AND THE MEASURES
NEEDED TO PROTECT WATER QUALITY. INSTALL PRE—WORK
SEDIMENT CONTROL MEASURES AS SPECIFIED IN THE PLAN.
ALL NECESSARY EQUIPMENT AND MATERIALS TO BUILD THE
DAMS AND TO PUMP WATER MUST BE ON SITE OR READILY
AVAILABLE PRIOR TO COMMENCING IN—WATER CONSTRUCTION.
K1!
4.
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.
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.
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 FOR A 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.
iF#
5. CONSTRUCT A TEMPORARY SUMP UPSTREAM OF THE DAM AND
LINE WITH ROCKFILL IF A NATURAL POOL DOES NOT EXIST.
INSTALL THE PUMP OR PUMP INTAKE IN THE POOL OR SUMP.
DISCHARGE WATER ONTO AN ENERGY DISSIPATOR DOWNSTREAM
OF THE WORK AREA. 13
6. EXCAVATED MATERIAL MUST NOT BE STOCKPILED WITHIN 10 FT.
OF THE WATERBODY. THIS MATERIAL MUST BE CONTAINED
WITHIN BERM CONTAINMENT, WITH SECONDARY SILT FENCE
PROTECTION TO PREVENT SATURATED SOIL FROM FLOWING
BACK INTO THE WATERBODY.
7. CHEMICALS, FUELS, LUBRICATING OILS SHALL NOT BE STORED
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
C35O WHICH IS CAPABLE OF WITHSTANDING ANTICIPATED FLOW
SHALL BE INSTALLED. ALTERNATIVELY, ROCK RIP—RAP SHALL
BE INSTALLED.
b. ANY MATERIALS PLACED IN THE STREAM TO FACILITATE
CONSTRUCTION SHALL BE REMOVED DURING RESTORATION.
BANKS SHALL BE STABILIZED AND TEMPORARY SEDIMENT
BARRIERS INSTALLED AS SOON AS POSSIBLE AFTER IN—STREAM
WORK BUT WITHIN 24 HOURS OF COMPLETING IN—STREAM WORK.
c. MAINTAIN A SILT FENCE OR HAY BALE BARRIER ALONG
THE WATERBODY UNTIL VEGETATION IS ESTABLISHED IN
ADJACENT DISTURBED AREAS.
WHEN THE STREAMBED HAS BEEN RESTORED, THE CREEK BANKS
ARE TO BE CONTOURED TO A STABLE ANGLE AND PROTECTED
WITH EROSION RESISTANT MATERIAL COMPATIBLE WITH FLOW
VELOCITY BETWEEN DAMS (E.G., EROSION CONTROL BLANKETS,
CRIBBING, ROCK RIP—RAP, ETC.). THE DAMS ARE TO BE REMOVED
DOWNSTREAM FIRST. KEEP PUMP RUNNING UNTIL NORMAL FLOW
IS RESUMED. COMPLETE BANK TRIMMING AND EROSION PROTECTION.
IF SANDBAGS ARE USED FOR THE DAMS, PLACE AND REMOVE BY
AND NOR SHALL EQUIPMENT BE REFUELED WITHIN 100 FT. OF Inc HAND TO AVOID EQUIPMENT BREAKING BAGS.
WATERBODY. PUMPS ARE TO BE REFUELED AS PER THE SPCC PLANS. 14 TEMPORARY EQUIPMENT CROSSING CAN BE CONSTRUCTED USING EITHER
A FLUME CROSSING OR A TEMPORARY BRIDGE. FOR BRIDGE CROSSING
DETAILS, REFER TO THE TYPICAL RAILCAR BRIDGE CROSSING OR
TYPICAL MAT CROSSING DRAWINGS.
TROW ENGINEERING CONSULTANTS INC.
IJ00 uf1ROP0Ufu� BEw., sUrtE 300 TKUM. SSEE. R, 115 J]]0!
COLONIAL PIPELINE COMPANY
ATLANTA, GEORGIA
TYPICAL DAM AND PUMP I
MAINTENANCE DIG
AT WATERBODY LESS THAN 15'
SCALE I GATE I DRAWN I APPROVED I TROW PROD. NO.1 DRAWING I SHEET
NIS 1 01-22-2004 1 ALS I — I I I THE50050.T62 I COL -0003a 1 2 OF 2

APPENDIX C
CPC SOIL EROSION AND SEDIMENT CONTROL PLAN

Colonial Pipeline Company
Soil Erosion and Sediment Control Plan
For
Pipeline Maintenance Activities
Objective
Disturbed areas are to be restored as close as practical to their original contours and
conditions so that once vegetation is reestablished, erosion will be reduced to the same
or lower level that existed prior to disturbance.
Description
This section defines the soil erosion and sediment control measures that Colonial
Pipeline Company will implement during and after inspection and repairs of the pipeline
are complete. The objectives of this plan are to establish general guidelines for
controlling erosion and sedimentation and to specify criteria for sensitive or particularly
susceptible soil areas. The plan incorporates measures to control erosion and
sedimentation, including minimizing cover removal, limiting the time of exposure,
limiting the flow ofwater 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

of large trees. The right of way is vegetated with undergrowth grasses and other
short vegetation.
Vegetation will be reestablished within disturbed areas and along stream banks
as soon as possible upon completion of work. Disturbed areas will be seeded
with a wetland seed mixture
• All erosion and sediment control measures will be inspected every two weeks at a
minimum and after every significant rainfall event of 0.5 inch or more until
disturbed areas have been stabilized. Identified damages to control measures
must be repaired immediately.
Refuse and Waste Disposal
Colonial's representative will not allow the Contractor to discard any litter, including
paper, bottles, cans, rags, sacks, welding rod stubs, fuel, crankcase draining, coating
materials, equipment, and junk pipe in the ditch or along the right-of-way. All refuse
must be collected and disposed in accordance with company specifications. Personnel
will be instructed regarding the correct procedure for waste disposal.
Maintenance/Inspection Procedures
The following inspection and maintenance practices will be implemented to maintain
erosion andsediment controls:
�. All control measures will be inspected every two weeks at a minimum and following
any storm event of 0.5 inch or greater.
2. All control measures will be maintained in good working order. If a repair is
necessary, it will be initiated within 24 hours of the report.
3. Built-up sediment will be removed from silt fences when it has reached one-third the
height ofthe fence.
4. Silt fences will be inspected for depth of sediment, tears, secure attachment of the
fabric to the fence posts, and firm placement of the fence posts in the ground.
5. Temporary and permanent seeding and planting will be inspected for bare spots,
washouts, and healthy growth.
6. Colonial Pipeline Companywill 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. 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://i)ortal.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
hftp://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 (hftp://www.nc.nres.usda._qov/). 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:5 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�oF wn rF9oc
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 12
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
1b.
Specify Nationwide Permit (NWP) number: 3 (a) & (c) or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ® No
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
le. 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 22 Exposure Johnston Co. NC 2018
2b. County:
Johnston
2c.
Nearest municipality / town:
Garner
2d.
Subdivision name:
N/A
2e.
NC DOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Name on Easement Agreement: Glen E. Ford & Willie Mae S. Ford; 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:
Garner (Johnston County), North Carolina 27529
3f.
Telephone no.:
N/A
3g.
Fax no.:
N/A
3h.
Email address:
N/A
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
163700-96-6904
1 b. Site coordinates (in decimal degrees):
Latitude: 35.604160 Longitude: - 78.533290
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size:
0.01 -acre approximate work area
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Swift Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
C; NSW
2c. River basin: map is available at
Neuse 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 is incised
from past erosional events (i.e., heavy rainfall) which is the cause of the pipeline exposure.
3b. List the total estimated acreage of all existing wetlands on the property:
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 70 linear feet on intermittent stream
3d. Explain the purpose of the proposed project:
Past high flow events have resulted in stream bed and bank erosion to the unnamed intermittent stream within CPC's
right-of-way (ROW), exposing CPC's Line 22 and removing protective cover over lines 23 and 24. CPC proposes to
inspect the exposed line and replace the required protective cover over the pipelines 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 22; 2) inspect and make repairs to Line 22 as necessary; 3) backfill the excavation area; and 4) restore
the stream to approximate pre -erosion contours and elevations over Lines 22, 23, and 24 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 intermittent 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 12
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 El No ®Unknown
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
El Preliminary El Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 4 of 12

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary 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)
Submar matting
Unnamed
intermittent
❑ PER
® Corps
S1 ®P ❑ T
and rip rap bank
tributary to Swift
® INT
❑ DWQ
4 feet
60 If
stabilization
Creek
Unnamed
S2 ❑ P ®T
Workspace (dam
intermittent
❑ PER
® Corps
4 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
70 If
Page 5 of 12

3i. Comments:
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number —
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose
of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
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:
Page 6 of 12

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 El Tar-Pamlico ❑Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e,
6f.
6g.
Buffer impact
number—
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
required?
61 ❑P❑T
El Yes
❑ No
B2 ❑P❑T
El Yes
❑ No
B3 ❑ P ❑ T
❑ Yes
❑ No
6h. Total buffer impacts
N/A
N/A
6i. Comments:
The unnamed intermittent stream located in the Neuse River Basin is not mapped as an existing stream on the USGS 7.5-
Minute Topographic Quadrangle (Figure 1) nor the published Johnson County Soil Survey (Figure 2) therefore, the stream
does not have a regulated buffer. Additionally, if the stream were recognized as a buffered stream the pipeline maintenance
project is listed as exempt under 15A NCAC 0213.0233 (3)(b) (Exemption when uses are present and ongoing). CPC's Line 22
and ROW were present prior to the application of the Neuse riparian buffer protection rules (July 22, 1997).
Page 7 of 12

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Past high flow events have resulted in stream bed and bank erosion in the unnamed intermittent stream within CPC's
ROW, exposing CPC's Line 22. 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 22. 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
❑Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
E] 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 9 of 12

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
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?
Johnston
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ 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 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
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 11 of 12
PCN Form —Version 1.3 December 10, 2008 Version

6. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
® Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Potential species occurrences for Johnston County, North Carolina were reviewed from the USFWS ECOS website
(https://ecos.fws.gov/ecpprior to visiting the site. Also an official IPaC species list was requested for the project area
from the Raleigh Field Office on 4/20/2018. 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.fishedes. 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.nationalregisterofhistoricplaces.com/nc/Johnston/state.htmi. 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?
11-(A461 �� ���
yea/�o,�
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is providad.
Page 12 of 12

0
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,
;��L 4,A-
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

FOR AND INCONSIDERATION OF
82
RIGHT OF WAY EASEMENT 100.' 8317 215
Ten and 00/100 ---------------------------------------
DOLLARS
Is 10.00 I.the receiptandadequacynfwhiehisherebyackm Ldra. Glen E. Ford and Willie Mae S. Ford
hereinafter referred to as Grantors (whether one or morel, do hereby grant, bargain, sell, convey, and warrant unto COLONIAL PIPELINE COMPANY, a Delaware corporation,
its aucceseors and assign., hereinafter referred to m Grantee, an indefeasible easement for a pipeline right of way with the right to construct, maintain, inspect, identify, operate,
protect, replace, repair, change the size of, and remove, a pipeline and appurtenances, including markers, for the tra..portation of liquid., gases, solids, and//o micturee of any or
all thereof, upon and along a route w be selectrantee, said right o ay being 5 0 S O iTTlethrar extending 15
ed by G
feet from the Northerly side and feet from the side of the center line of
the pipeline installed hereunder, together with the right to use a strip of land 0 feet in width adjacent to the said right of way )upon the
side thereof selected by Grantee) and running the length thereof. as temporary work space during construction of said pipeline, on, over, and through the following described lands,
of which Granton warrant they are the owners in fee simple, situated in Johnston County, State of North Carolina, t—it:
128.5 acres, more or less, as descrobed in a deed from Henry Ford and wife, .Jessie A. Ford
TO Glen E. Ford and wife, Willie May Ford dated May 25, 1977, recorded in book 817, Page 280,
in the Register of Deeds Office, Johnston County, North Carolina.
together with the right of unimpaired noses. to said pipeline and the right of ingress and egrem, ou, over, and through Grantors' abovedesc ibed land for any and all purposes necessary
and incident to the exercise by acid Grantee of the rights granted hereunder, with the further right to maintain said right of way herein granted clear of tree, undergrowth, and brush.
Granton covenant and agree that they will not impound water or construct buildings, structures, engineering works or other obstructions of any type whatsoever on the above
described right of way snip unless authorized in writiug by Grantee. The Granton agree to leave such pipelines undisturbed m to location and depth. These shall be covenants running
with the land and shall be binding ou Granton, their heirs and assigns.
In addition to the above consideration, Grantee agrees to repair or to pay for any actual damage which may be done to growing crops, timber, fences, buildings, or other structures
directly caused by Grantee exercising any right. herein granted; provided. however, after the pipeline has been installed, Grantee shall not be liable Iorr damages caused on the
right of way by keeping said right of way clear of trees, undergrowth, bruah, buildings, structures, eagmsering works and obstructions in the exercise of its rights granted herein.
The pipeline constructed hereunder by Grantee across any porrioo of the above-described land which is under cultivatiou shall, at the time of the construction thereof, be buried
to such depth s. will nor interfere with Granton' use of said land for normal cultivation required for the planting and tending of cmps; except that Grantee- at its option, may construct
its pipeline above the channel of any natural or man-made stream, ravine, ditch or watercourse.
I It is agreed that any payment hereunder may be made direct to said Granton, or any one of them, or by depositing such payment to the credit of said Granton, or any one of them,
in the
each of &aid Granton.
Bank 9
and payment so made shall be deemed and considered as payment to
Delay of Grantee in the use or exercise of any right or easement hereby granted, or in laying or installing the pipeline in or along said right of way, shall not result in the loess,
limitation or abandonment of any of the right, title, iotemt, easement or a.late hereby granted.
The rights herein granted aro divisible and assignable in whole or in part.
The term., covenants, and provisions of this right of way --or shall extend to and be binding upon the heir, executors, edrmnutrators, personal repr. matives, euccessare,
and assigns of the parties hereto.
TO HAVE AND TO HOLD .aid rights and right of way, easement, estate and privileges over, in, through, and to the above-described [acrd unto the said Grantee, its succeseore
and assigns, forever; and Grantors do hereby bind themselves and their reepective heirs, succes.os, executnn, administrators, and assign. to warrant and f,—er defend it ens
singular said rights and easements unto said Grantee, its succe&a«s and assigns, and against every person whomsoever lawfully claiming or to ciaim t'te same or any part thereof,
except as to restrictions and easements of reccrd, if any.
C �
V;Y
IN WITNESS WHEREOF, the Granton herein have hereunto set their hands and scala this _. x-26 day of . 19—�.
Signed, &eaten dna C.,, _J
delivered in the presence of:
erd �.
}71ati K
%i Willie Mae S. Ford
GRANTORS
NC 31131A 17-77)
h-1, Y2

BOV 831 FAGS M.
STATE OF NORTH CAROLINA
COU NTY OF
a Notary Public for said County and State, do hereby mrWy that
personally appeared before me, this day and acknowledged the due execution of the foregoing instrument.
WITNESS my hand and notarial seal, this day of , 19 .
ACKNOWLEDGEMENT
SY INDIVIDUAL GRANTOR(S)q
My commission expim
IAffu Notarial Seall
ACKNOWLEDGEMENT
BY INDIVIDUAL GRANTOR(S)
STATE OF NORTH CAROLINA
COUNTYOF
I.
WITNESS my hand and notarial seal, this day of
Notary Public
, a Notary Public for said County and State, do hereby certify that
personally appeared before me this day and acknowledged the due execution of the foregoing instrument.
--.19-.
Notary Public
My commission expires
IAIfu Notarial Seall
ACKNOWLEDGEMENT
BY SUBSCRIBING WITNESS (ONLY ONE REQUIRED)
STATE OF NORTH CAROLINA
COUNTY OF
K, x f•1. •a� , a Notary Public for said County and State, do hereby certify that
1�i• 1J1 41tA..wl.".' \ personally appeared before me this day, and being sworn. stated that in h I S preamce 0
signed" lacknowledged the execution ofl' the foregoing instrument.
WITNESS my hand and notarial seal the day of . 19J 1.1_.
Noun Public ' .4
�f�[jlt• Q¢U�I''
L,a OTM&1'trfir sit the,Sn.A �vt apt, licabI..
C�t)�Q ACKNOWLEDGEMENT
«r... t BY CORPORATE PRESIDENT OR VICE PRESIDENT
STATE OF NORTH CAROLINA
COU NTY OF
This _ n.
NORTH CAROLINA - JOHNSTON COUNTY t�i y P
Of -
who. being h The foregoing certificate/s of
Notary Public/Notaries Public islare certified to be correct. O�
Filed for registration an recorded in this officelii Book W t� �� ,Page
and that the This da 19 at AQ, o'clock• M.
s
authority dul BY
Register of Deeds Asst/Deputy Register of Deetfs
RECORDED, Vi IFIED Notary Public
& UDEZ) -
Mycommission expires +�' P-.-- IAffix Notarial Seall d2-'" / � "

•� SD?� 8
RI OF WAY 'EASI✓MENT OPTION
LL #J-1;
MAP # .Z
FOR AND IN CONSIDERATION OF Ten and No/100------------------ ($10.00) DOLLARS,
the receipt of which is hereby acknowledged, and the further consideration of One dollar per rod DOLLARS.
to be paid within the period hereinafter provided, Henry Ford and wife, Audrey S. Ford;
Glen E. Ford and wife, Willie Mae S. Ford,
hereinafter referred to as Grantors (whether one or.more), do hereby grant and convey unto COLONIAL PIPELINE COMPANY,
a Delaware corporation, its successors and assigns, hereinafter referred to as Grantee, an easement for a pipe line right of we3
with the right to construct, maintain, inspect, operate, protect, replace, repair, change the size of, and remove a pipe lint
for the transportation of liquids and/or gases, upon and along a route to be selected by Grantee, said right of way being
50 feet in width 3rxxasKnMX-Xsrxxxxxxxsxarxxer p d
101*3 WM on, over, and through the following described lands, of which Grantors warrant they are the owners in fee simple,
situated in Johnston North Carolina
County, State of to—wit:
257.1 Acres, more or less, as described An a Deed dated November 27, 1945,
recorded in Deed Book 574, Page 217 and 218, in the Office of the Register
of Deeds of Johnston County, North Carolina.
together with the right of unimpaired access to said pipe line and the right of ingress and egress on, over, and through Grantors
above-described land for any and all purposes necessary and incident to the exercise by said Grantee of the rights granted
hereunder, with the further right to maintain said right of way herein granted cleat of trees, undergrowth, and brush.
Grantors covenant and agree that they will not impound water or construct buildings or structures of any type whatsoever
on the above described right of way strip. This shall be a covenant running with the land and shall be binding on Grantors.
their heirs and assigns.
In addition to the above consideration, Grantee agrees to repair or to pay for any actual damage which may be done to
growing crops, timber, fences, buildings, or other structures directly caused by Grantee exercising any rights herein granted;
provided, however, after the first pipe line has been Installed, Grantee shall not be liable for damages caused on the right of
way by keeping said right of way clear of trees, undergrowth, brush, structures, and obstructions in the exercise of its rights
granted herein.
Any pipe line constructed by Grantee across any portion of the above-described land which is under cultivation shall.
at the time of the constuction thereof, be buried to such depth as will not interfere with Grantors' use of said land for normal
cultivation required for the planting and tending of crops; gxcept that Grantee, at its option, may construct its pipe line above
the channel of any natural or man-made stream, ravine, ditch, or other watercourses
As a part of the consideration hereinabove set forth, Grantors hereby grant unto said Grantee, its successors and
assigns, the right at any time to construct, operate, and maintain an additional pipe line or pipe lines substantially parallel
to the first pipe line constructed by Grantee on Grantors' land, above described and Grantee agrees to pay Grantors the sum of
1.00
$ per red for each additional pipe line constructed, said payment to be made before construction commences.
Said additional pipe line or pipe lines shall be subject to the same rights, privileges, and covenants as set forth in this Right
Of Way Easement.
This Option shall extend for a period of 12 months from the date hereof, during which time Grantee may enter upon
the premises for making surveys and performing work incidental thereto to locate the route of the initial pipe line to be con-
structed. Grantee may exercise this Option at any time during such period by paying to Grantors the aforesaid further consider-
ation of $ 1.00./rod , and upon making such payment this Option shall become an indefeasible right of way easement to
be held by Grantee, its successors and assigns. If Grantee fails to pay said further consideration within said 12 month
period, this Option shall cease and terminate.
It Is agreed that any payment hereunder may be made direct to said Grantors, or any one of them, or by depositing such
Payment to the credit of said Grantors, or any one of them, in the - - 'Bank of "—
and payment so made shall be deemed and considered as payment to each of said Grantors.
The rights herein granted are divisible and assignable In whole or in part.
The terms, covenants, and provisions of this right of way easement shall extend to and be binding upon the heirs, ex-
ecutors, administrators, personal representatives, successors, and assigns of the parties hereto.
TO HAVE AND TO HOLD said rights and right of way, easements, estates, and privileges unto the said Grantee, its
successors and assignees, so long as said right of way and easements are used for the purposes granted herein.
Gls/.�3
IN WITNESS WHEREOF, the Grantors herein have hereunto set their hands and seals this , day of`f-LUI--o 1"L , 19—L
Signed, sealed, and L� z }
delivered in the presence of : / (Seal)
enry F rd
T uC
(Seal)
�(C r (Seal)
Gr°OVIn E. Ford %,q
(Sea
tiie Mae S. Fori
2
�Z

16
. .. ?b
INDIVIDUAL ACKNOWLEDGMENT
STATE OF NORTH CAROLINA
Ss
COUNTY OF
I
, do hereby certify that_
personally appeared before me this day and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal this, the day of 19:
My term of office expires on the day of
Notary Public
19—.
STATE OF NORTH CAROLINA
COUNTY OF
INDIVIDUAL ACKNOWLEDGMENT
I SS
do hereby certify
personally appeared before me this day and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal this, the day of 19—.
My term of office expires on the__ —day of
Notary Public
19.
PROOF BY SUBSCRIBING WITNESS
STATE OF NORTli� COLI A l
SS
COUNTY OF
1
--County, state of
r � ,
certify that
personally appeared before me this day, and being duly sworn, stated that in his
the foregoing instrument.
Witness' my hand and official seal, this—day of.C.E= /'�—r�-'=4- 19jo
My term of office expires on the IJday of—�'7"�'' rte,, �•
Notary Public
2F / 19.2.
o
w
F-
a
W
U
U
� r
.wU��h-dUr1NJ1UiV UIVIt.
zine
0
IDreg/�oing Certificate c
U
..1;q_T....._...... ot..,.. COUltty is
'ditidged to' be correct, let the instru t with the Certifi•
x
tate be r istered. This .do, 19
..C.S.0
•Reg'd o cjoct
Rook of iVo Page_ 303 -- -
RLC , i15$ Qed"flJkrrl�
4 INDE%LD.,K,r„-vnw-

PCN FORM ATTACHMENT B — IPaC Report

���• N oFr Iltii,hlNll�K1fC
United States Department of the Interior
FISH AND WILDLIFE SERVICE
4 * Raleigh Ecological Services Field Office `
Rc" 3''a Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To: April 20, 2018
Consultation Code: 04EN2000-2018-SLI-0593
Event Code: 04EN2000-2018-E-01294
Project Name: CPC Line 22 Exposure Johnson Co. Unnamed Trib to Swift Creek
Subject: List of threatened and endangered species that may occur in your proposed project
location, and/or may be affected by your proposed project
To Whom It May Concern:
The species list generated pursuant to the information you provided identifies threatened,
endangered, proposed and candidate species, as well as proposed and final designated critical
habitat, that may occur within the boundary of your proposed project and/or may be affected by
your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife
Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended
(16 U.S.C. 1531 et seq.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally -listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or

04/20/2018 Event Code: 04EN2000-2018-E-01294
evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes
If your project contains suitable habitat for any of the federally -listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally -protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan (http://www.fws.gov/windenergy/
eagle_guidance.html). Additionally, wind energy projects should follow the wind energy
guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and
bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm; http://
www.towerkill.com; and http://www.fws.g_ov/migratof3birds/CurrentBirdlssues/Hazards/towers/
comtow.html.
Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7
consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea
turtles,when in the water, and certain marine mammals are under purview of the National Marine
Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems you should
also contact the National Marine Fisheries Service, http://www.mnfs.noaa.gov/
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office. If you have any questions or comments, please contact John Ellis
of this office at [e-mail].

04/20/2018 Event Code: 04EN2000-2018-E-01294 3
Attachment(s):
• Official Species List

04/20/2018 Event Code: 04EN2000-2018-E-01294
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]

04/20/2018 Event Code: 04EN2000-2018-E-01294 2
Project Summary
Consultation Code: 04EN2000-2018-SLI-0593
Event Code: 04EN2000-2018-E-01294
Project Name: CPC Line 22 Exposure Johnson Co. Unnamed Trib to Swift Creek
Project Type: OIL OR GAS
Project Description: Pipeline Exposure
Project Location:
Approximate location of the project can be viewed in Google Maps: https:
www.2oogle.com/maps/place/35.604212691253295N78.53349619662548W
ES
Counties: Johnston, NC

04/20/2018
Event Code: 04EN2000-2018-E-01294
Endangered Species Act Species
There is a total of 4 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesl, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Birds
NAME STATUS
Red -cockaded Woodpecker Picoides borealis Endangered
No critical habitat has been designated for this species.
Species profile: htWs://ecos.fws.gov/ecp/species/7614
Clams
NAME STATUS
Dwarf Wedgemussel Alasmidonta heterodon Endangered
No critical habitat has been designated for this species.
Species profile: h!Ws:Hecos.fws. og v/ecp/species/784
Yellow Lance Elliptio lanceolata Threatened
No critical habitat has been designated for this species.
Species profile: h!Ws:Hecos.fws.gov/ecp/species/4511
Flowering Plants
NAME STATUS
Michaux's Sumac Rhus michauxii Endangered
No critical habitat has been designated for this species.
Species profile: h!Ws:Hecos.fws.gov/ecp/species/5217

04/20/2018 Event Code: 04EN2000-2018-E-01294
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

PCN FORM ATTACHMENT C — NRHP Map

r
Line 22
Exposure
(35.604160,
-78.533290)
,�4
t;

PCN FORM ATTACHMENT D — FEMA/FIRM Map

Base Map Source: ESRI Aerial Imagery
1-24,000 0 1,250 2,500 5,000 Feet
Colonial Pipeline Company, SE
Line 22 Exposure
Johnson County, North Carolina
oorblu
ECOLOGY GROUP
FEMA/FIRM Map
Project No. 02-041901