20200747 Ver 1_401 Application_20200602

corblu
ECOLOGY GROUP
RECEIVED
JUN 0 2 2020
June 1, 2020
NCDEQ/DWR/NPDES
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
Alamance County, North Carolina
Corblu Project No. 02-041901- Line 23 Exposure
To whom it may concern:
On behalf of our client, Colonial Pipeline Company (CPC), Corblu Ecology Group, LLC (Corblu) is pleased
to submit this Section 401 water quality Pre -Construction Notification (PCN) for maintenance on an
exposed petroleum pipeline and to restore the minimal required protective pipeline cover (Line 23) in an
unnamed intermittent tributary to Cane Creek within CPC's right-of-way (ROW). The pipeline exposure
is located within CPC's existing ROW west of the Sylvan Road and Sylvan School Road intersection in
Alamance County, North Carolina (35.880298,-79.441551; Figure 1). Based on our evaluation of the
subject site, we believe that temporary disturbances to waters of the U.S. associated with this
maintenance activity are authorized by the U.S. Army Corps of Engineers (USACE) under Nationwide
Permit (NWP) No. 3 (a) and (c) — Maintenance. This NWP does not require notification of the USACE
prior to initiation of the work as there will be no loss of streambed; however, it has been determined that
total temporary disturbance to the streambed exceeds 40 linear feet which requires 401 Water Quality
Certification from the North Carolina Department of Environmental Quality (DEQ) prior to the initiation of
work.
Background
Corblu inspected the above referenced exposure maintenance location for the presence of jurisdictional
waters of the U.S. on March 30, 2020. Jurisdictional features (one unnamed intermittent tributary to Cane
Creek), were observed at this location (Photograph Nos. 1 — 6; Figure 2).

Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company — Line 23 Exposure
2
June 1, 2020
Corblu Project No. 02-041901 —Alamance Co. NC
Recent high flow events from significant precipitation have resulted in stream bed erosion and head cut
migration in the unnamed intermittent stream within CPC's ROW, exposing CPC's Line 23. The exposure
and lack of surface pipeline protection at the maintenance location has resulted in conditions that leave
the pipeline vulnerable to potential damages. Further, these conditions are not consistent with CPC's or
U.S. Department of Transportation regulatory requirements for pipeline protection.
Proposed Activities in Jurisdictional Waters
The proposed pipeline maintenance activity will require temporary disturbance to the unnamed
intermittent stream but will not result in the permanent loss of streambed. Specifically, to accomplish the
required pipeline protective cover CPC proposes to permanently construct a riffle throughout the reach
of stream within their ROW using natural stream design (NSD) techniques, which will include a rock step
to re-establish and maintain the stream grade (Appendix A). This approach will restore the required
protective cover over Line 23 while maintaining existing stream flow. The NSD will temporarily disturb 81
linear feet (LF) (approximately 61 LF for NSD and 20 LF needed for workspace/dam and pump) of stream.
The proposed maintenance location will be accessed from Sylvan Road through an agricultural field onto
CPC's existing, mowed, and maintained ROW (Figure 3). Based on our discussions with CPC's inspector
and the NSD design plans, it is our understanding that CPC intends to inspect the exposed pipeline and
repair if necessary and replace the required protective cover over the pipeline through NSD (Appendix
A). Specifically, to re-establish the required protective cover, CPC intends to conduct the following: 1)
excavate the exposure on Line 23; 2) inspect and make repairs to Line 23 as necessary; 3) backfill the
excavation area; 4) construct a natural stream riffle through the reach of unnamed intermittent stream
within CPC's ROW which will re-establish the pre -erosion contours and elevations of the streambed
providing the required protective cover over the pipelines while maintaining existing flow conditions; 5)
construct a rock step at the downstream end of the subject stream within the ROW; and 6) stabilize the
stream banks with coir matting and juncus plugs.
To minimized sedimentation to the stream, dams constructed of sandbags, 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. This will allow the maintenance activity to take place without contacting flowing
waters, thus reducing downstream sedimentation. The pumps used will be sufficiently sized to
accommodate the anticipated stream flow (Appendix B).
All temporarily excavated soils will be stored within the adjacent upland area on geotextile fabric and
returned to the excavated trench during the NSD construction. Following the completion of the initial

Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company — Line 23 Exposure
3
June 1, 2020
Corblu Project No. 02-041901—Alamance Co. NC
pipeline inspection, the intermittent stream will be restored to approximate pre -erosion contours using the
NSD approach (Appendix A) as mentioned above. It is our understanding that once the NSD construction
has been completed, the temporary dams will be removed and normal stream flow will be restored. Riffle
bed material used within the stream bed will be set to grade not to impede stream flow. Further, backfill
placed above the ordinary high-water mark will be underlain with an erosion control blanket.
CPC's standard erosion control practices will be employed (Appendix C). Specifically, the disturbed areas
along the stream banks will be revegetated with a native grass seed mix and stabilized with straw. No
monofilament erosion control matting will be used to complete the required pipeline maintenance.
Corblu respectfully requests 401 Water Quality Certification for the required preventative pipeline
maintenance and the unavoidable temporary disturbance to approximately 81 LF (61 LF for NSD and 20
LF for workspace/temporary dam) of an intermittent stream 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
Not Applicable. The proposed required maintenance activity is located within the Jordan Lake Watershed
(a Riparian Buffer Rule Area), the ruled does not apply as pipeline uses are existing and ongoing are
exempt [Section 15A NCAC 02B .0267 (6) of the Jordan Rule].
DWR Stream Determination Forms for streams on property and DWR determination letter for wetlands
or streams (if applicable)

Section 401 Water Quality Pre -Construction Notification June 1, 2020
Colonial Pipeline Company — Line 23 Exposure Corblu Project No. 02-041901 — Alamance Co. NC
Not Applicable —The referenced forms are for buffer determinations. The proposed required maintenance
activity is exempt from the Jordan Rule (see above), this requirement does not apply.
Maps and Plans
• The most recent version of the 1:24,000 USGS Topographic Map:
See Figure 1.
• The most recent version of the bound and published County NRCS Soil Survey Map - (required
for projects within the Neuse River Basin, Tar -Pamlico River Basin, Randleman Lake Watershed
and the Catawba River Basin, also recommended for all projects):
See Figures 4A and 4B.
• Vicinity map:
See Figure 3.
• The Site Plan:
See Appendix A.
• Pre-construction/Pre-existing conditions:
See Appendix A.
• Proposed conditions:
See Appendix A.
• Drainage Plans:
Not Applicable.
• Proposed Impacts:
See Appendix A.
• Wetland Impacts:
See Appendix A.
• Stream Impacts:
See Appendix A.
Summary and Conclusion
In summary, the pipeline maintenance activity will result in temporary disturbance to approximately 81
LF of intermittent stream (61 LF for NSD and 20 LF for workspace/ dam and pump) and will not result in
4

Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company — Line 23 Exposure
5
June 1, 2020
Corblu Project No. 02-041901 —Alamance Co. NC
the loss of streambed as authorized under the USACE NWP No. 3(a) and (c). The project was designed
to minimize stream impacts to the maximum extent practicable, will improve stream water quality by
reducing streambed and streambank erosion, 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, CWB, CE
Project Ecologist
Richard W. Whiteside, PhD, CWB, CSE
President
Enclosures: Figure 1 — Site Location Map
Figure 2 — Jurisdictional Features
Figure 3 — Vicinity Map
Figure 4A — USDA NRCS Soils Map
Figure 4B — USDA Soils Map
Photographs (6)
Appendix A: NSD Design Plans
Appendix B: Typical Dam and Pump Maintenance Dig
Appendix C: CPC Soil Erosion and Sediment Control Plan
Appendix D: 401 & Buffer Permitting PCN Submittal Checklist
Appendix E: USACE Wilmington District PCN Form
c: Mr. Jennifer Price, CPC Project Manager, via email
Mr. John Wyatt, CPC Environmental Lead-SED, via email
Mr. Faron Leigh, CPC Environmental Specialist, via email

,t
IJ
NI
f
Sno��. C'atn )
Cane Creek"
r
_ s!
Sylvan School Road - -
f^ 4
j t
4sch
ASS
Line 23 Exposure
35.880298,-79,441551 _.
z
Ji
410
't
Sylvan Road
j�
N
F
t3i2,
(\5 33659t1
¢ 3
Legend
Exposure Location
�`, r
•
II CPC Pipeline
Base Map Source: USA Topo Maps
1-24,000
0 1,200 2,400 4,800 Feet
Colonial Pipeline Company, SE
1
Figure 1
Line 23 Exposure
.r I
Site Location Map
Alamance County, North Carolina
ECOLOGY GROUP
Project No. 02-041901

Base Map Source: ESRI Aerial Imagery
0 50 100 200 Feet
GPS Data Collected: 3/30/2020 1.1,000
Colonial Pipeline Company, SE
Line 23 Exposure
Alamance County, North Carolina
corolu
ECOLOGY GROUP
Figure 2
Jurisdictional Features
Project No. 02-041901

Base Map Source: ESRI Aerial Imagery 0 125 250 500 Feet
GPS Data Collected: 3/30/2020 1 -2,500
Colonial Pipeline Company, SE
Line 23 Exposure
Alamance County, North Carolina
corblu
ECOLOGY GROUP
Figure 3
Vicinity Map
Project No. 02-041901

N Line 23 Exposure
-. 35.880298,-79.441551
_. +..
+ ,CnC2
CnD2
ti I
r
r _ 1- 41
y -
•st
ors = A J1
CnC2�
n,
' r
Hn13 M
Legend
Exposure_ Location
— CPC Pipeline
Approximate CPC ROW
QProject Area
Stream
Soils
CnC2 - Cullen clay loam, 6 to 10 percent slopes, moderately eroded
CnD2 - Cullen clay loam, 10 to 15 percent slopes, moderately eroded
HnB - Herndon silt loam, 2 to 6 percent slopes
Base Map Source: ESRI Aerial Imagery
GPS Data Collected: 3/30/2020
Colonial Pipeline Company, SE
Line 23 Exposure
Alamance County, North Carolina
1.1, 500
1
corblu
ECOLOGY GROUP
0 75 150
Figure 4B
Site Soils
Project No. 02-041901
300 Feet

RW
Line 23„
sure
jam• ♦ 1 - f .• - f 01
-.. -/

Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company — Line 23 Exposure
Photos taken on 3/30/2020
Corblu Project No. 02-041901- Alamance Co. NC
Photograph No. 4: Southwest facing upstream view of the unnamed intermittent stream
within CPC's ROW.

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APPENDIX A
NSD DESIGN PLANS

®Prop.
"sit
Cons#. -Exit
N39,4411i'.�.
W 79,4 71 c�"
GENERAL NOTES:
1 Certain em,ficr ImproN -.. me, not be shown hemb i.e. fin—
IiiNs.guewecord o
2. More, of record not shown hereon arte one
3. Searing basisderhed M1al All then set wahleio e,th nGIS
ot
System and Son. network. All other work penormetl with methods
Described below.
a. Measurements shown arc US be lees Ibeing,
s. Field analas and linear distatices measured usinga {dill Ts lip AoOonc
Touisunon.
6. Comours doplgmd as a k feat imi
T Fell dab roil—cl on Mae 5, 2020,
8. Pipeline sloe and ldernfl on provided by Corblu Embgy Group
FLOOD HAZARD NOTE:
The propaM 1. NOT conbin.d within the IImN. of . fend bane one .. d.fbad by the F.d.nl
Em.rp.ncY N.n.gement All note btoome, rib map of Al..... C-no, NC P...I
8T100]6601-mp recently m e.t N..m.b.r", M1).
Construction Plans For:
Coloninal Pipeline Company
Alamance County, N.C. - Line 23 Exposure
Site Area Summary
Total Site Area: 0.14t Acres (6,o11080
Total Disturloed Area 0.14e Acres
Permittee Information
Colonial Pipeline Company
7524 Kenstead Circle
Charlotte, NC 29214
24 Hr. Contact: Jennifer Price
Project Manager
Phone: 7D4421-3924 Cell
email: [e-mail]
TABLE OF CONTENTS:
SHEET
DESCRIPTION:
6.A,
bad Topa9nphc.M P.% Survey
Graainp
Plan aM Ford,
SD-16 SO2
Stream Reat,—, Debbie
Project Scope
The goal of the, project t pl the eroded protectoevpl ll hhl the
aasbn8 —stream and obl' he nmerbanks ro protect To -nry Plai This .,,IAtAcoomplat d by odffbeg the ex.%stream cha tl ssmcdng
knct.1 kxhea, Step P d Connromed R1RIes The b ks w II be sloped and
anHuli bbenches ,It be onamucletl within the fil Firma, a ..
Since this project will iMW snot , on the streambeek, it h not passible to
pmeie a temporary sediment basin. Corner will moniror the long range
weather lore— and a nl schedule work beminimize eapomre of all detorbed
as. Due to the nature of this proles, it b the opinion of this Arm that Iradihonal
aed—tt rtorele BMPs are not approprbh for this hertream work and would
reap addol unneresvry :11-r— that would k diamptNe to project
goals. ONer apOroted gMPa such as mck filter dams and aN knee are proposed as
perimemr PIonloon for this work area aM shall poment nm m et drschatge from
the sae.
The proposed dinurbed area Is 0.116 acres. Them it he imposed imperai ho area
for this project. ThIt design applies Natural Channel Design principles in areas
where site Constrain. alb..
Long Term Weather Monitoring:
The mnlranor shall monitor the IotN range weather brerast and will xheduk all woh
to minimhae the bdah re of sae ddt,,tad area. Contractor shallpomp Me base Aows
round the work area during connmrnon of the ,,stream nrucom, The inble will
be placed uprtteam of the woh area using natural pools or sand bags to pond the
dam for Dumping. The discharge pipe shall be placed darn stream of the work area
using the Temporary Rock Fiher or eaisdng c,WM to control the discharge relocay and
prereni airy scour. If ontractor dlsWrges into the Temporary back Filter, mntreon,
shali'cind, a 11 inch perforated pipe intem.l of the mck filter and the i isclIn a pipe
shall be i—raia into the 111nch perforated chat. If do,hlirge I not dean, Colonial
Pipeline or the Sae 'milsettor may repuire the use of filter bags with she bypass
The boc
The Rock filters will be approved with the Nadanwide Permit 17 u a temporary
structure necessary So "in"' the cnnnmcibn of the in-meam work. On. all
In -stream woh Is Lplate the Temporary Rock flhers shall be remorod.
on
Colonial Pipeline
Line 23
.y
Vicinity Map
CONTACT INSPECTOR 24 HOURS PRIOR TO CONSTRUCTION NTS
ALL EROSION AND SEDIMENT CONTROL DEVICES & TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO GRADING
9 ow.a — k
Cover
Pmwe 67Nwrow
20-40

OOSCO©0 a .
GENERALrNOTES:
3. @rtai - I imDmaemen[imry not be shown M1ereon, i.e. knte
Mara gvy wires, eh.
2. Maners Ofre —d shown M1e lame, p2tl.
3. aeanngand Smerrvetl I-1k, tmlth,, set Md Eeio Ott GM
System and 5martxet n<tvrork. all inner work performed witn merMtls
dacdbed bebw.
6. Measurtments shown are U55urvey Feet jr
-4.
S. held angles and floe., distances measured using A teica T512P Pnbotic
Total Station.
6. Contours displayed at a l fuofintenal.
T. Field data w11—d on May S, 2020.
a. Pipeline sire a. ld..findon pr lk,! by COrblu E.logy G—p
Unnamed Trib. to Cane Creek
Sta. 0+00 to Sta. 0+60
Proposed Riffle Cross Section
R&Croea S.1m a 25A S F. a Alai —=a FT Neer Deplh=112 11 VAd Raap•1.A
Dra Aaa•DCAN S M. 4rwa-O FI
�o
6.0• 6.0' 0,
z dLT 1.0'. 2.012.01
BenkAM .arch ,0% aWNA aerch 1'
Sbxm IaR ahem RpAI
I o�
GL
Sqb: 1' = 5'
I I 1
Land Use�k,5M1Fafrn Lanh
Prop. I I 1�- wench\km t J J /
S" Pool I
SB6 SKI 1 � /
5a\ sei ` U�tgCane CrEek '
'�4t• /�` 1 1. ___�-��_-1����, � "�%—
' _ sry _;4y- „•� {11..%_ {'{ Land Use-X6a Farm Land '
Sok: 1'- 20' )22'a3I Pons) 11= a0' 11141r Pdms)
DA = 0.049 S.M.
OR
Earth Work for Stream Restoration
PmpOeetl NUrl Arx
Cut Cu.Yb.
FN Du. Ytla.
Deacriplwn
Ep k EM Fe
fa0
EeM work br RepNcemanl olPryehne
Pmtectrve Cover.
The Earth Work rolumes reDoned hereon are unadjusted numbers And have not been adjusted for
shrinkageortopsoll. ConVantor is responsible br veritying quantifies.
1. Proposed Stream Restoration for Unnamed Trib. to Cane Creek
eE~�
see
SwP veoa tyM. nDeAne ai>t. Pwefirw .
'n, 0,
F..6;a4 ',.tdrt.
Pipeline0 1'Ow Too Pa nom
Or6D.02= TIP of Pipe Elw. M.]B r"•xb
L
2N5.52 Ele tnknowe
ONO W 9 ry ONO O .eo
roD xo o-m a.xp uNo

/ A
OFUNt
1 N09E ROCK
N+OrNIu 'I 'I
GEOTExTILE DEC —
FOOTING KOOKS �NaAn TWSap OR wNrAPAeIF
FOOTING
.— CROSS VA
`®�����``
Yntn FWmpOa roeE ro.wrt
caY.uu..e
/
FABRIC
PROJECT
CROSS SECTION A -A
NtlMnBanYNI �1
na°MNB.eeFM _
GEOTEXTILE FABRIC PLACEMENT
CROSS VANE STEP ""
`•"""°'"""
CROSS VANES PLAN VIEW
o1S1'
OB.•MPIhN.M1 .m.l
BIGMROCK
FRLROCKS
(SM1BLENGTH)
INE
ICbn
NOSE R
(BIG
Arm Sbp. _
T.Pa Omenmw h.
IOPm ./
FnaRlc..FT __--_
:OOTmG ROCK 'Iis.so...si� �� v xouc
lOE PROI CTGN nnNOeM Lw.PA� .wwv
paN SON GUImrIEFAwc�rErtxurt� BIG FLAT ROCKS
"", bx vterxrt'P�IVEAs \ 1411 IO 111 IN LENGT}�
sr mE.ii """roe CROSS SECTION B-B rrKwla,.wNw L•APw raoB•+a
DETAIL OF STEP PROFILED ALONG CENTER LINE CROSS VANE POOL CROSS VANE DIMEP
(.Rpaa NK _I� ccMPur1 ....., ncttl..
1a'nRaipLwFJ uic
PROPOSED STREANBANK ��sTRFaWArx
IR'adnas 1
­E RRFEUI[ vFIArmERu o"s1wE` s smuuenwc IvOI.wclm*�K SYOPF
o, m.ARAa�I
t-1 I i, j;;I:T. I
r , 62090 CONTROL tMGE
EN —DING DETAIL OVERIAPPING DETAIL
NA MKINGDETAIL .KLOx.ucE
fCa W.TI.CI
STREAM13ANK mATTINGBINSTALLATION+DETAILF.
NYGRRw 1 \
' ISFFwm �1
�b
1
TERPACE 1
1E�
1 m�1
1
mrPAR PLno 1 I
1 Isss lnlfl �I
I
noODnaa I roe BNWY m T
ApgmN — /
TaplelFwBSNmn�
'NC+w.Ab.Pmmw
mow"T11
rw..rr
SIONAL PLANS
1
ImTEARRm
NOTES
GLIDES TO BE 1 TO
3 BANKPOLLWIOTHS
N LENGTH
RUNS TOBEO.BTO
BANKFUL
1 _ENGTL S GLIDEH
Vehicular Ford
Detail
/YAm� Bw a Aeirynl��'� Wyly;y
W
IW 57'n. 93on -
I
K YNN Vehcular F° b be
K Bnstr Ie4 M RiAbs
G ma br dreams 5
\\\ GliBn an la��r.Beems
COMPOUND POOL
RIFFLE -POOL SYSTEM

R T R'
Riffle Cross Section
Pool Cross Section
\T W,.
BaNAaBenR I awhe G
rc Glide Chose Section
P.C. _Io I'd
RDx
II..N=nH Pme 5-Ina 9a BNI
Riale Run Ppol Glke Rio*Ire in.s by Pvn Oq]Gw Ilpeegw IDsb OIYa ttgb]Wa 1e
Typical Stream Features - Riffle, Run, Pool and Glide
Constructed Riffle _POFe ,Ln,P'
Cross Section B
Note'. An ,,it placed In RAflee to ol placed m ad irli flews away fold, bans,.
All wood ed I e embeded or flush with Ri InveM1
sIMGe, TVPErME tPCPCH. SIprtL PAR,s
qd oul.OFRE E _
A Row
Profile A Pa RIX"' "'N
Top THE BANK I— Plan View
Note All wood placed in R'IRlea to be placed m redirect howl eNxM from ban,.
All wood lO be embeded or flush with RXae I—M
Floodplain note for Stream Restoration:
F'akplam q apnea.. wiN aeeem nabneon a .ro lul arts aq_ b ro aexm sNvel, II e a au
Wa Wa pneal tlan IM RIAlut C—ee T. APPI xwb M ke
mMlee wAn Xa'111p wen Zedswee n.bM Ue . File. E,er— LwryPmmt Ape, mMI
.. amo-nes one. Fme wl... x.. Rlisw.
General Notes
AE erobu H PPwA,p RR..'s shall be dwHH d udder tM d.ct aupervegn of
Erlpid e,A,, o
Wneel connector WI wdR, ark roo.lnai all WSnly.arvle 11. a— male
locnioro wah archdectu.I or a Tid rin, Orwinpe, Only p.vkar ark em.fed.re
PMr to cone clnp work.
Prior m me .tan of any conetr,c ­T, OPP ells. Me wntecel .hall M .sponeHHB
kr ulablbhlnp aM meinwinl d w.— fek Iocaeona of all drai —H Ne wort
IIIulip Droa er. TM elr tea audace�napecaon Only. ilXy
rq hom In qn aTPll 'Es ew
ruponslOil ty OF In<enlraclor wnelMr ahwm or Ad ST. Mroon,
Soil Lompanlon Nale A reeve Add— 1.11 to M cN— etn,- uk hee
f.m OF— ro 11 l 1 O.letenous mkerol. S'1nIe1Y.I fill k M elan
I.m ooa aMall—ua.Mw makrul. Fa to bl placed P, muMum a• lilt aM
.,I . al eael SR% of IM al� T1 proc.r mumum densrcy And! to wXhk 23%
pamum mpeture mn.nl A f B.W M Placed under lee PIP —on of Me
p I ease. eHE near or n e ep.aentetrve.
Cpn H., eM Yar M all condlt oro and dtrrorobne Mlo. Myhnkp cdrau n Any
mepenca..IWI Mrepoded k theta on ergn.r kr hlnxc.Hq aM tar emMon
here. Sid, rq with me wore Can re T k uad— ..Dona C ly for O H, eparq.a
wlNcIn I. non ropodM.
X w urkee.atl by tM Einur mat IM CGMraMGI eIWI nave auXlnent eapadlea
cone— a popct bit on weal need ceD.ba Mvel al data. for
Ned.�I CMnMI De,ignc S1IclionarawlnpsecP nterirl P—OOnbact.HBI.
o
Te
nobly IM Enpnwer of am item. In 1M PecXmasoro 1Mt maY no conlxn enoupn Cell to comp- Hw p.,- RY eHIe
11.1 R.0 pin, remain an aceplebi IS
PLUNGE POOL PLAN VIEW
BIG FLAT ROCKS
la
If b, 5 R IN LENGTH)
—I�AP-L 1.1—II
Gmss Vane
Noe. St. -
PLUNGE POOL DESIGN NOTES.
Big Flat Rocks to be installed to hag baneful[ (or 1.5 feed to
protect the Ice of slupe. A tours- of one layer of III
hil will ha required. Sandy soils will require 2 or more layers
of footings. Peranear of plunge pool to be planned with Willow
and Juncue to provide shade aM root mass to the streambanks.
Inds, Elevation of Odwn,beam Cnin Vane Noel Slone to be
set to match the inven out of the storm d.in cubed.
Will of Plunge pool to be a in of 1.Z5 times benkfull width or
(Width of pool to be men to 5 bmo the pipe diameter and the
length of the pool shouU be 6 to S times the pipe diaral
See the design preflas for BI and depth of all plunge pooh.
Plunge Pool Detail
QUALITY OF CONTAINERIZED PLANTS AND PLANTING PROCEDURES:
rw[n SVY. xm ]ar aluaaA�aIX ran a wxmnlIX ac . Aa xNe� x alntur
As w=1E
B.
ea Tuo ngclAaa ooa
Twor or I .°aim: AIUYOI.Iw sv r m`
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GRASS SEED: QUALITY AND SEEDING PROCEDURES:
MLPOE EVED wEAT HAT -TER VnOF IIEIDumvwcUmeECLEARLYIAGCEDOR aEeO.AUAD e,EDD TEST WE HA RAPERCENTAGE OF
uICOMEMID
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a.9EE]em PNOAYTox PUHTwARFAS SHRII BEOPREIRD TDlw,rfOGUpEs.=WxcAS NEF[fDORAFwwac suRP]W
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fDIRRA[1ORbWAi CC—T THE PROAECT ElrAlfOa FORA REWED HANT. RAN
aEEogRTE THE CTT OAD I PRpygE FOR GOOD CGROPACT PAH
wATER UAITCHE SOIL CONTRACTOR Ew HO TACO FERnpnR
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R�DaEDna FEAPPLIGaE
BIG FIAT ROCKS
(5 R. to S R. IN LENGTH)
r]eao-rroa. uspw•xom xv
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(MIN. B'DEEP) (NOSE ROCS)
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RODPROME OF STEP DETAIL
Rock J-Hook NTB

APPENDIX B
TYPICAL DAM AND PUMP MAINTENANCE DIG

PUMP
SUMP W/INTAKE HOSE
FILTER/SCREEN OR
SUBMERSIBLE PUMP'
WATERBODY
SPOIL CONTAINMENT BERM
(SILT FENCE, HAY BALES
OR OTHER APPLICABLE
MATERIALS)
- III 'I'
III
I I III
I II
SPOIL
II
I II
II
FILTER BAG -
TROW ENGINEERING CONSULTANTS INC.
T �J00 1ETRUPoIRIN 9tw., SUrtE l00 TKUIUSSEE. R., USe J2JIle
TrnW GMUE'. (eJo) JeS-Safi
REVISION
;CALE 417E DRAWN
ws 01-29-20W4 I ALS -
RETAIN A MIN. 25'
VEGETATIVE BUFFER TO
THE EXTENT POSSIBLE
ENERGY DISSIPATOR/
SCOUR PROTECTION
FLOW
DAM
MAINTAIN A MINIMUM 25'
VEGETATIVE BUFFER TO
THE EXTENT POSSIBLE
BACKHOE
FOR STREAM EQUIPMENT
CROSSINGS, SEE NOTE 14
SEE SHEET 2 FOR NOTES
Cp COLONIAL PIPELINE COMPANY
ATLANTA. GEORGIA
TYPICAL DAM AND PUMP
MAINTENANCE DIG
AT WATERBODY LESS THAN 15'
TROW PROD. NO.1 DRAWING SHEET
THES0050352 I COL-DO03 1 OF 2

DAM AND PUMP CROSSING
THE FOLLOWING IS A SEQUENCE OF CONSTRUCTION AND MITIGATION
MEASURES TO BE FOLLOWED AT ALL "DAM AND PUMP" TYPE CROSSINGS.
SEQUENCE OF ACTIVITIES
STEP 1. IMPLEMENT THE TEMPORARY EROSION AND SEDIMENT CONTROLS.
STEP 2. INSTALL DRY STREAM CROSSING MATERIALS.
STEP 3. EXCAVATE TRENCH AND INSPECT OR REPLACE PIPE.
STEP 4. BACKFILL AND RESTORE STREAM BANKS.
STEP 5. REMOVE DAMS.
STEP 6. IMPLEMENT PERMANENT EROSION AND SEDIMENTATION CONTROLS.
NOTES:
I. SCHEDULE INSTREAM ACTIVITY FOR LOW FLOW PERIODS AND
FOR THE APPROPRIATE TIMING WINDOW.
2. MARK OUT AND MAINTAIN LIMITS OF AUTHORIZED WORK
AREAS WITH FENCING OR FLAGGING TAPE TO AVOID
UNNECESSARY DISTURBANCE OF VEGETATION. ENSURE
EQUIPMENT OPERATORS WORKING ON THE CROSSING HAVE
BEEN BRIEFED ABOUT THIS PLAN AND THE MEASURES
NEEDED TO PROTECT WATER QUALITY. INSTALL PRE —WORK
SEDIMENT CONTROL MEASURES AS SPECIFIED IN THE PLAN.
ALL NECESSARY EQUIPMENT AND MATERIALS TO BUILD THE
DAMS AND TO PUMP WATER MUST BE ON SITE OR READILY
AVAILABLE PRIOR TO COMMENCING IN —WATER CONSTRUCTION.
3.
4.
MAINTENANCE OF STREAMFLOW
IF THERE IS ANY FLOW IN THE WATERBODY, INSTALL
PUMPS TO MAINTAIN STREAMFLOW AROUND THE ISOLATED
SECTIONS OF CHANNEL. THE PUMP IS TO HAVE 1.5
TO 2 TIMES THE PUMPING CAPACITY OF ANTICIPATED FLOW.
A SECOND STANDBY PUMP OF EQUAL CAPACITY IS TO BE
READILY AVAILABLE AT ALL TIMES. AN ENERGY DISSIPATOR
IS TO BE BUILT TO ACCEPT PUMP DISCHARGE WITHOUT
STREAMBED OR STREAMBANK EROSION. IF THE WORK
IS PROLONGED BEYOND ONE DAY THE AREA NEEDS
TO BE MONITORED OVERNIGHT.
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.
10.
CONTRACTOR SHALL SUPPLY, INSTALL AND MAINTAIN SEDIMENT
CONTROL STRUCTURES, AS DEPICTED AND ALONG DOWN GRADIENT
SIDES OF WORK AREAS AND STAGING AREAS SUCH THAT NO
HEAVILY SILT LADEN WATER ENTERS WATERBODY.
a. NO HEAVILY SILT LADEN WATER SHALL BE DISCHARGED DIRECTLY
OR INDIRECTLY INTO THE WATERBODY.
b. EROSION AND SEDIMENT CONTROL STRUCTURE LOCATIONS AS
DEPICTED ARE APPROXIMATE AND MAY BE ADJUSTED AS DIRECTED
BY THE COMPANY INSPECTOR TO ACTUAL SITE CONDITIONS.
c. SILT FENCE OR HAY BALE INSTALLATIONS SHALL INCLUDE
REMOVABLE SECTIONS TO FACILITATE ACCESS DURING
CONSTRUCTION. UTILIZE HAY BALE BARRIERS ONLY IN LIEU 11.
OF A SILT FENCE WHERE FREQUENT ACCESS IS REQUIRED.
d. SEDIMENT LADEN WATER FROM TRENCH DEWATERING SHALL BE 12.
DISCHARGED TO A WELL VEGETATED UPLAND AREA, INTO A HAY
BALE DEWATERING STRUCTURE OR GEOTEXTILE FILTER BAG.
e. SEDIMENT CONTROL STRUCTURES MUST BE IN PLACE AT ALL
TIMES ACROSS THE DISTURBED PORTIONS OF THE RIGHT—OF—WAY
EXCEPT DURING EXCAVATION/INSTALLATION OF THE CROSSING PIPE.
TO THE EXTENT POSSIBLE, MAINTAIN A MINIMUM 25 FEET
VEGETATIVE BUFFER STRIP BETWEEN DISTURBED AREAS AND THE
WATERBODY. INSTALL AND MAINTAIN A SILT FENCE UPSLOPE
OF THE BUFFER STRIP ON EACH SIDE OF THE WATERBODY.
THE SILT FENCE SHOULD INCORPORATE REMOVABLE 'GATES" AS
REQUIRED TO ALLOW ACCESS WHILE MAINTAINING EASE OF
REPLACEMENT FOR OVERNIGHT OR DURING PERIODS OF RAINFALL.
5. CONSTRUCT A TEMPORARY SUMP UPSTREAM OF THE DAM AND
LINE WITH ROCKFILL IF A NATURAL POOL DOES NOT EXIST.
INSTALL THE PUMP OR PUMP INTAKE IN THE POOL OR SUMP.
DISCHARGE WATER ONTO AN ENERGY DISSIPATOR DOWNSTREAM
OF THE WORK AREA. 13
6, EXCAVATED MATERIAL MUST NOT BE STOCKPILED WITHIN 10 FT.
OF THE WATERBODY. THIS MATERIAL MUST BE CONTAINED
WITHIN BERM CONTAINMENT, WITH SECONDARY SILT FENCE
PROTECTION TO PREVENT SATURATED SOIL FROM FLOWING
BACK INTO THE WATERBODY.
7. CHEMICALS, FUELS, LUBRICATING OILS SHALL NOT BE STORED
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
EXCAVA ION. CAP FLUMES USED UNDER VEHICLE CROSSING
DURING DRY CROSSING.
DEWATER AREA BETWEEN DAMS IF POSSIBLE. DEWATERING
SHOULD OCCUR IN A STABLE VEGETATIVE AREA A MINIMUM OF
50 FT. FROM ANY WATERBODY. THE PUMP DISCHARGE SHOULD
BE DISCHARGED ONTO A STABLE SPILL PAD, FILTER BAG OR
HAY BALE STRUCTURE TO PREVENT LOCALIZED EROSION.
THE DISCHARGE WATER SHOULD ALSO BE FORCED INTO SHEET
FLOW IMMEDIATELY BEYOND THE SPILL PAD BY USING HAY BALES
AND THE NATURAL TOPOGRAPHY. DISCHARGED WATER SHALL NOT
BE ALLOWED TO FLOW INTO ANY WATERBODY OR WETLAND. IF IT
IS NOT POSSIBLE TO DEWATER THE EXCAVATION DUE TO SOILS
WITH A HIGH HYDRAULIC CONDUCTIVITY, THE EXCAVATION IS TO BE
CARRIED OUT IN THE STANDING WATER. PUMP ANY DISPLACED WATER
AS DESCRIBED ABOVE TO PREVENT OVERTOPPING OF DAMS.
INSPECT/REPAIR PIPELINE AS NEEDED.
CONTRACTOR SHALL RESTORE THE STREAM BED AND BANKS TO
APPROXIMATE PRE —CONSTRUCTION CONTOURS, BUT NOT TO
EXCEED 2:1 SLOPE.
o. CONTRACTOR SHALL INSTALL PERMANENT EROSION AND
SEDIMENT CONTROL STRUCTURES AS INDICATED ON A SITE
SPECIFIC BASIS. IN THE ABSENCE OF SITE SPECIFIC INFOR—
MATION, A FLEXIBLE CHANNEL LINER SUCH AS NAG C125 OR
C350 WHICH IS CAPABLE OF WITHSTANDING ANTICIPATED FLOW
SHALL BE INSTALLED. ALTERNATIVELY, ROCK RIP —RAP SHALL
BE INSTALLED.
b. ANY MATERIALS PLACED IN THE STREAM TO FACILITATE
CONSTRUCTION SHALL BE REMOVED DURING RESTORATION.
BANKS SHALL BE STABILIZED AND TEMPORARY SEDIMENT
BARRIERS INSTALLED AS SOON AS POSSIBLE AFTER IN —STREAM
WORK BUT WITHIN 24 HOURS OF COMPLETING IN —STREAM WORK.
c. MAINTAIN A SILT FENCE OR HAY BALE BARRIER ALONG
THE WATERBODY UNTIL VEGETATION IS ESTABLISHED IN
ADJACENT DISTURBED AREAS.
WHEN THE STREAMBED HAS BEEN RESTORED, THE CREEK BANKS
ARE TO BE CONTOURED TO A STABLE ANGLE AND PROTECTED
WITH EROSION RESISTANT MATERIAL COMPATIBLE WITH FLOW
VELOCITY BETWEEN DAMS (E.G., EROSION CONTROL BLANKETS,
CRIBBING, ROCK RIP —RAP, ETC.). THE DAMS ARE TO BE REMOVED
DOWNSTREAM FIRST. KEEP PUMP RUNNING UNTIL NORMAL FLOW
IS RESUMED. COMPLETE BANK TRIMMING AND EROSION PROTECTION.
IF SANDBAGS ARE USED FOR THE DAMS, PLACE AND REMOVE BY
AND NOR SHALL EQUIPMENT BE REFUELED WITHIN 100 FT. OF THE HAND TO AVOID EQUIPMENT BREAKING BAGS.
WATERBODY. PUMPS ARE TO BE REFUELED AS PER THE SPCC PLANS. 14. TEMPORARY EQUIPMENT CROSSING CAN BE CONSTRUCTED USING EITHER
A FLUME CROSSING OR A TEMPORARY BRIDGE. FOR BRIDGE CROSSING
DETAILS, REFER TO THE TYPICAL RAILCAR BRIDGE CROSSING OR
TYPICAL MAT CROSSING DRAWINGS.
TROW ENGINEERING CONSULTANTS INC. la
COLONIAL PIPELINE COMPANY
N PNONf (6b) YS-3111
ATLAWA. GEORGIA
TYPICAL DAM AND PUMP
MAINTENANCE DIG
°ac
REVISION DATE APPR. AT WATERBODY LESS THAN 15'
DATE
CALE DATE DRAWN APPROVED I TROW PRQI. NO.1 DRAWING SHEET
NTS 01-29-2OD4 ALS — THESDO50362 COL—ODO3o 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 soilerosion and provide sediment control
during the repair of the pipeline at the project site by incorporating the following
measures:
• Water pumped from the construction area as part of the dewatering operation
from the excavation will be filtered through silt filtration bags and discharged to
a well -vegetated area.
• All work will be confined within the existing right-of-way. Staked hay bales and silt
fence will be installed around the worksite and maintained until vegetation is established.
Proper controls will be added if necessary 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:
i. All control measures will be inspected every two weeks at a minimum and following
any storm event of 0.5 inch or greater.
2. All control measures will be maintained in good working order. If a repair is
necessary, it will be initiated within 24 hours of the report.
3. Built-up sediment will be removed from silt fences when it has reached one-third the
height ofthe fence.
4. Silt fences will be inspected for depth of sediment, tears, secure attachment of the
fabric to the fence posts, and firm placement of the fence posts in the ground.
5. Temporary and permanent seeding and planting will be inspected for bare spots,
washouts, and healthy growth.
6. Colonial Pipeline Company will select individuals to be responsible for inspections,
maintenance and repair activities, and completion of the inspection and
maintenance report. Personnel selected for inspection and maintenance
responsibilities will receive training from Colonial Pipeline Company or its
representative. Personnel must be trained in all practices necessary for maintaining
the erosion and sediment controls used on -site.

APPENDIX D
401 & BUFFER PERMITTING PCN SUBMITTAL CHECKLIST

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

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

Version 1.4
January 9, 2009
Wetland Impacts:
N/A Precise grading and final elevation contours must be provided. Existing
vegetation and any clearing must be specified.
N/A All subsurface utility lines must indicate the location of anti -seep collars.
Construction detail for anti -seep collars must be provided.
N/A Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.
N/A 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 wAT�F" o
> buxax
o liiii� _c
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
la. Type(s) of approval sought from the
Corps:
El Section 404 Permit ❑Section 10 Permit ®N/A
1b. Specify Nationwide Permit (NWP) number: 3 (a) & (c) or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps?
❑ Yes ® No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
® Yes ❑ No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes ® No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes ® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2. Project Information
2a. Name of project:
Colonial Pipeline Company Line 23 Exposure Alamance Co. NC
2b. County:
Alamance
2c. Nearest municipality / town:
Snow Camp
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state
project no:
N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
Name on Easement Agreement: Kyle C. Kimball and wife, Virginia T. Kimball; Hiram N.
Coble and wife, Jean G. Coble; Alamance County Board of Education; J. Finley Coble
and wife, Georgia M. Coble
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:
Snow Camp, North Carolina 27349
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):
8767952491 and 8767850915 (Parcel No.)
1 b.
Site coordinates (in decimal degrees):
Latitude:35.880298 Longitude:-79.441551
(DD.DDDDDD) (-DD.DDDDDD)
1 c.
Property size:
1.65-acres approximate project area
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
proposed project:
Cane Creek
2b.
Water Quality Classification of nearest receiving water:
WS-V; NSW
2c.
River basin: map is available at
http://h2o.enr.state.nc.us/admin/maps/
Cape Fear River Basin (Jordan Lake Watershed)
Page 3 of 12
PCN Form —Version 1.3 December 10, 2008 Version

3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The work is to be conducted within CPC's existing mowed and maintained right-of-way (ROW). The stream has
experienced significant erosion (incision and head cutting) from past erosional events (i.e., heavy rainfall) which is the
cause of the pipeline exposure.
3b. List the total estimated acreage of all existing wetlands on the property:
N/A (Figure 2)
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 65 linear feet of an unnamed intermittent stream (tributary to Cane Creek)
3d. Explain the purpose of the proposed project:
Recent high flow events from significant precipitation have resulted in stream bed erosion and head cut migration in the
unnamed intermittent stream within CPC's ROW, exposing CPC's Line 23. The exposure and lack of surface pipeline
protection at the maintenance location has resulted in conditions that leave the pipeline vulnerable to potential damages.
Further, these conditions are not consistent with CPC's or U.S. Department of Transportation regulatory requirements for
pipeline protection. CPC proposes to inspect the exposed line and replace the required protective cover over Line 23
using natural stream design techniques. This will allow CPC to restore the stream to pre -erosional conditions, while
providing a stabilized stream.
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed maintenance location will be accessed from Sylvan Road through an agricultural field onto CPC's existing,
mowed, and maintained ROW (Figure 3). Based on our discussions with CPC's inspector and the NSD design plans, it is
our understanding that CPC intends to inspect the exposed pipeline and repair if necessary and replace the required
protective cover over the pipeline through NSD (Appendix A). Specifically, to re-establish the required protective cover,
CPC intends to conduct the following: 1) excavate the exposure on Line 23; 2) inspect and make repairs to Line 23 as
necessary; 3) backfill the excavation area; 4) construct a natural stream riffle through the reach of unnamed intermittent
stream within CPC's ROW which will re-establish the pre -erosion contours and elevations of the streambed providing the
required protective cover over the pipelines while maintaining existing flow conditions; 5) construct a rock step at the
downstream end of the subject stream within the ROW; and 6) stabilize the stream banks with coir matting and juncus
plugs.
To minimized sedimentation to the stream, dams constructed of sandbags, 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. This will allow the
maintenance activity to take place without contacting flowing waters, thus reducing downstream sedimentation. The
pumps used will be sufficiently sized to accommodate the anticipated stream flow (Appendix B).
All temporarily excavated soils will be stored within the adjacent upland area on geotextile fabric and returned to the
excavated trench during the NSD construction. Following the completion of the initial pipeline inspection, the intermittent
stream will be restored to approximate pre -erosion contours using the NSD approach (Appendix A) as mentioned above.
It is our understanding that once the NSD construction has been completed, the temporary dams will be removed and
normal stream flow will be restored. Riffle bed material used within the stream bed will be set to grade not to impede
stream flow. Further, backfill placed above the ordinary high-water mark will be underlain with an erosion control blanket.
CPC's standard erosion control practices will be employed (Appendix C). Specifically, the disturbed areas along the
stream banks will be revegetated with a native grass seed mix and stabilized with straw. No monofilament erosion control
matting will be used to complete the required pipeline maintenance.
Equipment used will include a welding truck (for pipeline repairs as necessary), and an excavator.
Page 4 of 12

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

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non-404, other)
(acres)
T
—Temporary
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
0.148
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non-404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ®T
Constructed riffle
Intermittent
❑ PER
® Corps
4 feet
61 LF
and rock step
Stream 1 (I1)
® INT
❑ DWQ
S1 ❑ PET
Workspace (dam
and pump) and
Intermittent
❑ PER
® Corps
4 feet
20 LF
excavation area
Stream 1 (11)
® INT
❑ DWQ
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
81 LF
3i. Comments: 61 linear feet natural stream design (no loss of streambed) and 20 linear feet temporary
Page 6 of 12

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivii ually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number -
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑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.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse 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
❑ Yes
❑ No
B3 ❑ P ❑ T
❑ Yes
❑ No
6h. Total buffer impacts
N/A
N/A
6i. Comments: Jordan Lake existing and ongoing uses are exempt [Section 15A NCAC 02B .0267 (6) of the Jordan Rule].
Page 7 of 12

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Recent high flow events from significant precipitation have resulted in stream bed erosion and head cut migration in the
unnamed intermittent stream within CPC's ROW, exposing CPC's Line 23. The exposure and lack of surface pipeline
protection at the maintenance location has resulted in conditions that leave the pipeline vulnerable to potential damages.
Further, these conditions are not consistent with CPC's or U.S. Department of Transportation regulatory requirements for
pipeline protection. Therefore, CPC is required to conduct the work for the safety of the pipeline (unavoidable work).
Although, CPC proposes to replace the required protective cover over Line 23 through the use of natural stream design
techniques, which will provide the required pipeline cover, while improving downstream water quality (stream
stabilization), and not result in the loss of streambed.
b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
CPC will use a dam and pump to route water around the stream channel while the stream is restored to provide protective
cover over the line (pre -erosional conditions). This will allow work to be conducted "in -the -dry" thus minimizing
downstream sedimentation to the greatest extent practicable.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
El Yes ® No
buffer mitigation? If yes, you will have to fill out this entire form — please
contact the State for more information.
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments: Jordan Lake existing and ongoing uses are exempt [Section 15A NCAC 02B .0267 (6) of the Jordan Rule].
Page 9 of 12

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

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

5.
Endangered Species and Designated Critical Habitat (Corps Requirement)
5a.
Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b.
Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
® Raleigh
5c.
If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d.
What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Potential species occurrences for Alamance County, North Carolina were reviewed from the USFWS ECOS website
(https:Hecos.fws.gov/ecp� prior to visiting the site. Also an official IPaC species list was requested for the project area
from the Raleigh Field Office on 5/19/2020. Please see PCN Form Attachment B - IPaC Report.
6.
Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b.
What data sources did you use to determine whether your site would impact Essential Fish Habitat?
https://www.fisheries. noaa. gov/resource/map/essential-fish-habitat-mapper
7.
Historic or Prehistoric Cultural Resources (Corps Requirement)
7a.
Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b.
What data sources did you use to determine whether your site would impact historic or archeological resources?
Site data collected from http://www.hpo.ncdcr.gov/gis/CountyDisclaimers.htmI#DataDownload. Please see PCN Form
Attachment C - NRHP Map.
8. Flood Zone Designation (Corps Requirement)
8a.
Will this project occur in a FEMA-designated 100-year floodplain?
❑ Yes ® No
8b.
If yes, explain how project meets FEMA requirements:
8c.
What source(s) did you use to make the floodplain determination? https://hazards.fema.gov/gis/nfhI/rest/services
Michael Barfield
xe L� C��
6/1/20
Date
Applicant/Agent's nature
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 12 of 12

CD
John M. Wyatt
Southeast District
Environmental Program Manager
March 20, 2020
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
NC DWR, 401 & Buffer Permitting Branch
1617 Mail Service Center,
Raleigh, NC 27699-1617
Subject: Authorization Letter
To Whom It May Concern:
Colonial Pipeline Company
Tel: [phone]
Colonial Pipeline Company (CPC) gives authorization to Corblu Ecology Group to serve as our agent
regarding North Carolina Division of Water Quality (DWQ)/U.S. Army Corps of Engineers (USACE) Pre -
Construction Notification (PCN) Application Forms. Should you have any questions or concerns please
contact me at the letterhead address or telephone number.
Sincerely,
l
John M. Wyatt
Southeast District
Environmental Program Manager
Colonial Pileine Company 5251 Hwy 153 Suite C #t365 Hbcson, TN 37343

PCN FORM ATTACHMENT A — Easement Agreement

POCK '�8 oneF ( /S5'
j�j t.' 4 Rl1f OF WAY EASEMENT OPTI* LL #A-24
`� MAP #17
FOR AND IN CONSIDERATION OF --__Tan and Nn / 1 (lfl (10.00) DOLLARS,
the receipt of which is hereby acknowledged, and the further consideration of Qna clnl 1 a r 4 ar rcid h )U6XJCXr
to be paid within the period hereinafter provided, kyle C. Kimball and wife Virginia T. Kimball
hereinafter referred to as Grantors (whether one or, more), do hereby grant and convey unto COLONIAL PIPELINE COMPANY,
a Delaware corporation, its successors and assigns, hereinafter referred to as Grantee, an easement for a pipe line right of way
with the right to construct, maintain, inapeet, operate, protect, replace, repair, change the size of, and remove a pipe line
for the transportation of liquids and/or gases, upon and along a route to be selected by Grantee, said right of way being
in width }gy[jgsta7adtn�YVYYy,}Ly�ry ¢1�71gQ� )Qpyiyg}I�¢ X
)MOIDHndEX on, over, and through the following described lands, of which Grantors warrant they are the owners infeesimple,
situated in Alamance county, state of North Carolina to —wit:
176.10 Acres, more or less as described in a Deed dated
October 28, 1961, recorded in Deed Book 295 Page 401' and
Deed dated October 2 1961 recorded in Deed Book 295, Page
410 in the Office of the Register of Deeds of AlamaRce
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 rigtit of way herein granted clear of trees, undergrowth, and brush.
Grantors covenant and agree that they will not impound water or construct buildings or structures of any type whatsoever
on the above described right of way strip. This shall be a covenant running with the land and shall be binding on Grantors,
their heirs and assigns.
In addition to the above consideration, Grantee agrees to 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; epEcept that Grantee, at Its option, may construct Its pipe line above
the channel of any natural or man-made stream, ravine, ditch, or other watercouraet
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
b 1 . 00 per rod 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-
stion of $ 1 . 00 , 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
:m and payment so made shall be deemed and considered as payment to each of said Grantors.
The rt 4ierein granted are divilible and assignable in whole or in part.
The terms; covenants, and pdQYislons of this right 4'w' ay easement shall extend to and be bj{ ding 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.
308O045DES 1
� yy
�
IN WITNESS WHEREOF, the Grantors herein have hereunto set their hands and seals tms_-LLday of` 1 191,2
Siired,sealed, and _
deliver" the p ce of : (Seal)
71­ 661
/1 fjd.� T.
L'77t..ttX.-rC.i (Seal)
+� 1 rgin a i a
Grantors
(Seal)
0C 1 . % 5

8m 30.8 PACULE589
INDIVIDUAL ACKNOWLEDGMENT ,
STATE OF NORTH CAROLINA 1
f}
COUNTY OF.__ SS
I , do hereby certify that
personally appeared before me this day and acknowledged the due execution of the foregoing instrument
Witness my hand and official seal this, the day
My term of office expires on
of
19-.
Notary Public
NORTH CAOLINA - ALAAWE COUNTY
1!
The foregoing.certificate(s) of Filed for record at U
o4clock M., on li
Notary NotariesPublic of the governmental units Book No. DOS/ Page
designated is (are)adjudged to be correct. Let said
TIt in y entfnd ce1�t r 1Q, �e registered. T s the Ls the o`�c7 day of
o
Deputy Clerk Superior Court //DRegister of Deeds
My term of office expires o
P,
STATE OF NORTH C LID
COUNTY OF
1
certify thatG`
of
19
PROOF BY SUBSCRIBING WITNESS
}Ss
Notary Public
of County, state of !!rC
ire:me.this day, and being duly sworn, stated that in his presence d' �_
signed the foregoing• instrument.
r1 'yy..j : Lr 7
VVitPe�jiittTjr._karid.iind official.seal, this day of 1940
WA. rm of office expbres pni the 3 day of _-
' Notary Public
J
.i r rn
F
z
0
U
w
z
� w
ca
a
R
z
0
a
0
a4os

BOOK 31.0 PACB539 FOG: 1!57g
RIGHT OF WAY EASEMENT OPTION LL# A-26, A-29
:rap: 17
(i FOR AND INCONSIDERATION OF Ten and 14n/1n(i---------------- = ------- --DOLLARS,
the receipt of which is hereby acknowledged, and the further consideration of flna nol 1 ar P0r—ROd DOLLARS,
to be paid within the period hereinaft r provided, ilr�' N • Coble and wife Jean G. Coble •
William E. _oble anc wife, cc a N. Coble; Wade Co e an wi e,
Ruby F.eCoble• llJ. FinleyrCoble lland wife Geor. is M. C
o
Wble Perl�aianS. Braxton
hereinafter rePehed o t. die.tors (w eihei once ot!more),Cdo r21rY Grant ant CbnveY sit<a FIAL PIPELINE COMPANY,
a Delaware corporation, Its successors and assigns, hereinafter referred to as Grantee, an easement for a pipe line fight of way
with the right to construct, maintain, inspect, operate, protect, replace, repair, change the size of, and remove a pipe line
for the transportation of liquids and/or gases, upon and along a route to be selected by Grantee, said right of way being
50 feet In width
on, over, and through the following described lands, of which Grantors warrant they are the owners in fee stmote,
1TUrfr.1ffi•W:•,• - -, - ii)F: n:TfT.Z' CN)�iys>L�Y!•E•7_�a•bt�?a'S[F
53 acrea. more or less, as described in a Will recorded in will
Book 4, Page 136; and 7.5 acres, more or less, as described in
a Deed dated July 1, 1915- recorded in Deed Book 97_, Paga IS9;
and a tract of land as described in a Deed dated November 9, 1915,
rAnnrAA in 11Eed_Book 943 Pr ge_238; and res,
more or less, as described in a Deed dated March 19, 1918, recorded
In need Ronk 97 Page 1 F,A -1 1 istrum nts being of reeerd in-4he
Office of the Register of Deeds of Alamance County, North Carolina.
together with the right of unimpaired access to said pipe line and the right of ingress and egress on, over, and through Grantors'
above- described land for any and all purposes necessary and incident to the exercise by said Grantee of the rights granted
hereunder, with the further right to maintain said right of way herein granted clear 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 of 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; except that Grantee, at Its option, may construct its pipe line above
the channel of any natural or man-made stream, ravine, ditch, or other watercourset
As a part of the consideration hereinabove set forth. Grantors hereby grant unto said Grantee, its successors and
assigns, the 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 Grandee on Grantors' land, above described and Grantee agrees to pay Grantors the sum of
S 1 Q() per red for each additional pipe Tine 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 of12months from the date hereof, during which time Grantee may enter upon
I
he 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 . (10 pea/rt°d 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,
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.
IN WITNESS WHEREOF, the Grantors herein have hereunto set their hands arid seals this 29_day of M-rnh 19-fi3
Signed, seal , and
deliver a presence of
em S ey . O• S
-f (Seal)
Hiram N. `ob
(Saab
N .� Cobb
V , D (seal) ✓
G%iel t-- C. Surgeon

J
Signe4 sealed, and
deliv Aed in the pr �of
-
Demp ey Jory
f
WrATi OF NORTH CAROLiNA
COUNTY Or
go6. fs8 '0'
aou 310 PAc[540
�y "4 � L /`Y!
f tie raxtojj
4.-t:, -71--� Jl i
(Seal}-
;f ; ti�ema�n S = i Br o
C�'L�-
Seal )
a F. obls
�c,,
(Seal)
Rub} F. Coble
(Seal)
Sol Liam ',,lob e
•.
,J • /�2.r
(sealer
J. Finle Coble
- —
(Seal)
Georgia M. Coble
INDIVIDUAL ACKNOWLEDGMENT
}ss
do hereby certify
pen .11y appeared before ae that day and aeknonrledged the due execution of the foregoing insttvnnent. ..
Witnen my hand and official sal this, the 'ray of 19—
My term of office expires on rite day of —..—.
Notary Public
19_
INDIVIDUAL ACKNOWLEDGMENT
STATE OF NORTH CAROLINA j
COUNTY OF C ha thaw 1 ss
T, Irene P McLaurin • 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 NORTH CAROLINA l
COUNTY OF-rbarbArn J
t Typ e p o f tran, of Chatham Ceuntyatate f N.C.
certify that Dempg_ey M Innems --
William E. Coble and his wifetel a I:nbitb ed his wife
peraonally appeared before me this day, and being duty .n . state that In his prasnoe r
Wade F.. Coble and his wife Ruby F. Coble; Braxton
J-¢ G'.- Coble; Perleman S. Araxtnn and his wife._ Mattis M_qtfi.�.d the foregoing i atnnment.
J.:f4nley.Cq�le and his wife, Jeorgia M. Coble- Lucille C. Vrgeon, a Widow
• lgythaid and official no], ey o!— April
,,.: trr67-1
m at' �nn on the 25 day of y' "
Irene P. McLatx `i`n1
NORTH CAROLINA -
Tho f 'going car7�7,'t
ea) of Filed for record at _ -%4-a
i,f L o'clock 6--M., on
"the ►, y o s F8 S39
!loiary otarie� 111b1ic of the govertvnental units Ecok No, 3/ iOf� ge �
desigl s -ad is%rel adjudged to be correct, Let ;laid This the �� day of
Sy�Stutc nt andtificate i e Rgistere3. TYIsthe
da of) 1�l 19.
�44
)p Deputy Clerk Superior Court Z Deputy Register of Deeds

eou 31.0 PACE 537
RI& OF WAY EASEMENT OPTI& LL# A-27
MAP ir'17
n
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
to be paid within the period hereinafter provided, The Alantance County Board of Education, a Statutory
Cnrnnra+i n iinrl r +hn l -t� nf +h, R+ t f filar+h r r l ina
hereinafter referred to as Grantors (whether one or. more). do hereby grant and convey unto COLONIAL PIPELINE COMPANY,
a Delaware corporation, its successors and assigns, hereinafter referred to as Grantee, an easement for a pipe line right of way
with the fight to construct, maintain, Inspect, operate, protect, replace, repair, change the size of, and remove a Pipe line
for the transportation of liquids and/or gases, upon and along a route im i�iH€%ceaid right of way being
50 as e�eTore set out
feet in width
<ialiWAM, on, over, and through the following described lands. of which Grantors warrant they are the owners in fee simple,
situated in Alamance County, state of North Carolina to —wit:
7.63 Acres, more or less, as described in a Deed dated November 30, 1951, recorded
n Deed BookageAcres, more or less, as described in a UeeT
dated Feb ruary 24, 1910, recorded in Deed Book 40, Page 399; AND 47.50 acres,
more or less, as described in a Veed datedDecember 1b, 19Z9, recorded n
Deed Book 97, Page 235; AND 5 acres, more or less as described in a Deed dated
September 23, 1903, recorded in Deed Book 26, Page 61, all instruments being
on record in the Office of the Register of Deeds of Alamance County, North Carolina.
together with the right of unimpaired access to said pipe line and the right of ingress and egress on, over, and through Grantors'
above -described land for any and all purposes necessary and incident to the exercise by said Grantee of the rights granted
hereunder, with the further right to maintain said right of way herein granted clear 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 tights
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; except that Grantee, at its option, may construct its pipe line above
the channel of any natural or man-made stream, ravine, ditch, or other watercourset
.i1EflC7CK)Y801[1e1K1QmtQ7i�
Sg�
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-
6tlon of $ 1.00 , 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 falls 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,
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-
eentom, 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
5#cedsors.and assignees, so long as said right of way and easements are used for the purposes granted herein.
that the Right —of —Way herein granted shall be on, across,&over the property
• (-rihorl as and in anrnrdanra with the 10 a inn whereh s m has now been
surveyed end staked, and that a plat shall be provided to the Grantors showing the
hl; the Ri Qht—of-4tay_nri or to the beginning of construction by the Grantee.
the Grantor has caused this easement to be signed in its name by its
sad/"�Y�aut}iorttyvduly �gi'ven,thisJtheyN 21 ��dayLLof�t+Iarch,�1963.uf�y•�� y+
pnnrtae of :
(Seal)
THE ALAiWICE COUNTY BOARD OF EDUCATION
t
!
(Seal)
,retar
'an
(Seal)
say +i. - S
H. B. Dixon
a rman
Q

BOOK 310 PAGE5.38 y
Ao�:�S9
ACKNOWLEDGMENT OF CORPORATE OWNER AND HOLDER
SATE OF NORTH CAROLINA
Alamance COUNTY
I, Carolyn P. Thomnaon , a Notary Public for said County and
State, do hereby certify that on this__2Q_day of March , 19,f,, personally
came before me, _ C. C. Li_nnemann who, being'by me duly sworn, says that
�-
he is secrotary of Alamance County Board of Education ,
(Position) (Name of Corporation)
a Corporation, and that the seal affixed to the foregoing instrument is the corporate
seal of said Corporation, and that said instrument was signed and sealed by him in
behalf of said corporation by its authority duly given. And the said Secretary,
C. C. Linnemann , acknowledged the said instrument to be the act and deed of the
Corporation.
',mt,�k3� dhepires ;
I
Notary Pulili , rC
a
NORTH CAROLINA - ALAMANCE COUN1't
regoing certificate(s) of
r
0z:-- y Notarie I's 1 c o t governmental units
dr•ei.gnated is ( e) adjudged to be correct. Let said
inr wrPnt and e tific to be registered. '11�{s the
:of , ly�C'
� SPUty Clerk Superior Court
Filed for record at
oQclock 4--M., on G
Book No. D ps• page j3,Z
This the --'/ day of
a
�9—�
Deputy Regi aer of Deeds
personally appeared before me this day, and being duly sworn stated that in his presence
signed, or acknowledged the execution of the foregoing instrument. Witness my hand and
official seal, this day of , 19
My Commission Expires:

C,D 51, nQ
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NOISIA38

r� i
BOOK 311 PACE lb) i E06: /&0
RlVf OF WAY EASEMENT OPTIdW
LL n-223
it kF �17
FOR AND IN CONSIDERATION OF Tpn and id8/1 nn C � 1 n _ nn) DOLL,,
the receipt of which is hereby acknowledged, and the further consideration of One dollar per rod DbbiARS,
to be paid within the period hereinafter provided, J. Finley Coble and his wife, Georgia
M. Coble
hereinafter referred to as Grantors (whether one or, more), do hereby grant and convey unto COLONIAL PIPELINE COMPANY,
a Delaware corporation, its successors and assigns, hereinafter referred to as Grantee, an easement for a pipe line right of way
with the right to construct, maintain, inspect, operate, protect, replace, repair, change the size of, and remove a pipe line
for the transportation of liquids and/or gases, upon and along a route to be selected by Grantee, said right of may being
S() rest in width
apt on, over, and through the following described lands, of which Grantors warrant they are the owners in fee simple,
i.
30.62 Ac g. MQre • • • i•a Deed dated
• • t -• •••, �� • r•-
together with the right of unimpaired access to said pipe line and the right of ingress and egress on, over, and through Grantors'
above -described land for any and all purposes necessary and incident to the exercise by said Grantee of the rights granted
hereunder, with the further right to maintain said right of way herein granted clear of trees. undergrowth, and brush.
Grantors covenant and agree that they will not impound water or construct buildings or structures of any type whatsoever
on the above described right of way strip. This shall be a covenant running with the land and shall be binding on Grantors,
their heirs and assigns.
I' 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 constuctfon thereof, be buried to such depth as will not interfere with Grantors' use of said land for normal
cultivation required for the planting and tending of crops; except that Grantee, at its option, may construct its pipe line above
the channel of any natural or man-made stream, ravine, ditch, or other watercourse,
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 rod 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 rlgtts, 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-
dtion of S 1 -00 , 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, 38X
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.
3�r ADS /iss
IN WITNESS WHEREOF, the Grantors herein have hereunto set their hands arid sesip this —day of farrh 19�
S��'ggnned, se led, and -° ;
d.Th a the presence of : (Seal)
/J. Finley qdble
_ (seal)
Dem ey; o Georgia M. Coble-
-
(Seal)
Grantors

BBBK 31.1 PAGE 155
INDIVIDUAL ACKNOWLEDGMENT.
STATE OF NORTH CAROLINA l
ss
COUNTY OF
do hereby certify
personally appeared before me this day and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal this, the day of__ , 19.
My term of office expires on the day of
Notary Public
19.
INDIVIDUAL ACKNOWLEDGMENT
STATE OF NORTH CAROLMA 1
)}
COUNTY OF SS
I_ . do hereby certify that_
personally appeared before me this day and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal this, the day of . 19.
My term of office expires on the —day of
Notary Public
— 19---.
PROOF BY SUBSCRIBING WITNESS
. j
STATE OF NORTH CAROLINA
COUNTY OF Chatham SS
j, Irene P Me Laurin of_ _Chatham_ County, state
spaaQ �ag
qanoo sozaadnc .13TQ qnd
•—sr L
'6L �C�th� a t i ,.e o
aye s :� •paaa�s;aa aq q-
30 8sp �� at{� s?q1 pipes '4aZ ° oaaaoo eq o4 pa2pnCpa f a.za) sz p-"+F-BTi,
s� can Lz}ueU:aano9 1} }o oz Lti-.` i �'�' `i.`+° :
uo 1•N7T xooLoao
'4ta paooaa ao3 PaTr3 J 9)OVe3 Izraao �LTLOa y r
VNIrICUVO xsxCN
0
0
0
CL
a
UCj
U T
A
01

Bou 311 PAGE 15G
INDIVIDUAL ACKNOWLEDGMENT .
STATE OF NORTH CAROLINA
SS
COUNTY OF 1
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.
STATE OF NORTH CAROLINA
COUNTY OF
INDIVIDUAL ACKNOWLEDGMENT
1 SS
do hereby certify that
personally appeared before me this day and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal this, the day 1 19.
My term of office expires on the day of
Notary Public
. 19.
i
PROOF BY SUBSCRIBING WITNESS
1
STATE OF NORTH CAROLINA
COUNTY OF Chatham SS
I, Irene P Mcl.alirin __, of.. _rhathgam_— _.—County, state
certify that Dempsey H. Jones — ___
personally appeared before me this day, and being duly sworn, stated that in his presence J- Finley COW ee_An$_b&S
_ Uzi€e,, Cemia M. Coble _signed the foregoing instrument.
r .Witness my jt�nd'ta.nd official seal, this 12day of__Apr tI_ ,.19_6.3
tMY'Ztrm,q( -dffice fxpifes on the 25 day of k"aI
`r= - Irene P. .4CLIWblic
- t
A t

V
0 - - '* 0 go&:160
now 311 PAC474 LL#A-28
Map #17
STATE OF NORTH CAROLINA
Alamance STY
R E L E A S E
In consideration of One Dollar and other valuable consideration,
the receipt of which is hereby acknowledged, George A. Long ,
the Trustee in that certain Dead of Trust from
Finley Coble and wife, Georgia M. Coble
which is recorded in Book 319 page 209 , in the Office of the Register
of Deeds of Alamance County County, North Carolina, and
Graham Savings & Loan Association owner and holder of the
notes secured thereby, do remise, release and quitclaim to COLONIAL
,tiPELIK COMPANY, a Delaware Corporation, its successors and assigns, an
easement for a pipeline right of way 50 feet in width over and
across the lands described in said Deed of Trust, with the right to con-
struct, maintain, inspect, operate, protect, repair, replace, change the
size of, and remove a pipeline for the transporation of liquids and/or
Sass together with the right of unimpaired access to said pipeline, and
the right of ingress and egress on, over, and through the said land for
any and all purposes necessary and incident to the exercise of the rights
granted hereunder;
To have and to hold said easement to COLONIAL PIPELINE COMPANY,
Its successors and assigns, free, and discharged from the lien of the
said Dead of Trust.
It is understood and agreed that this release shall apply only
to the easement described above, and that all other rights under said
Deed of Trust shall remain in full force and effect.
This_0 day of 10 Nt , 19 C
9�ta�� _(SDI) ✓
Trustee
ears=axe=LD.�eg
President
`5
U
Gig
s
If

BOOK 311 PACE 175'
ACKNOWLEDGMENT Of TRUSTEE
STATE OF NORTTH�� CAROLINA
dC�,000NTY
I,. t �.�%sa_.Sv=lllJ4K�jy,�✓' , a Notary public
for said county and state do hereby certify that
r
yersonally appeared before me this day and acknowl-
edged the due execution, as Trustee, of the foregoing instrument.
Witness my hand and official seal this�day of Oelcg, 196.E
Notary Public
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ACXMOWLBDQMT OF INDIVIDUAL OWNER AND HOLDER
STATE OF NORTH CAROLINA
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a Notary Public
for &aid county and state do hereby certify that
and , personally
appeared before me this day and acknowledged the due execution of the foregoing
Instrument. Witness my hand and official seal this day of .196
Notary Public
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ACKNOWLEDGMENT OF CORPORATE OWNER AND HOLDF.
STATE OF NORTH CAROLINA
ALAMANCE COUNTY
I, SARAH G. JOffidSTON , a Notary Public for said
County and State, do hereby certify that on this may of -auna _
19 63 , personally came before me, MntRinge,- , who,
being by me duly sworn, says that he is Secretary of
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Graham Savings and Loan Ass'n. , a Corporation, and that the
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seal affixed to the foregoing instrument is the corporate seal of
said Corporation, and that said instrument was sian.'d and sealed by
him in behalf of said corporation by its authority duly given. And
the said ^A`r—_MD-tgingaz_- , acknowledged the said instrument
to be the act and deed of the Corlorattnn.
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PCN FORM ATTACHMENT B — IPaC Report

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United States Department of the Interior��R
FISH AND WILDLIFE SERVICE
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To: May 19, 2020
Consultation Code: 04EN2000-2020-SLI-1236
Event Code: 04EN2000-2020-E-02808
Project Name: CPC Line 23 Exposure Sylvan Road
Subject: List of threatened and endangered species that may occur in your proposed project
location, and/or may be affected by your proposed project
To Whom It May Concern:
The species list generated pursuant to the information you provided identifies threatened,
endangered, proposed and candidate species, as well as proposed and final designated critical
habitat, that may occur within the boundary of your proposed project and/or may be affected by
your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife
Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended
(16 U.S.C. 1531 et seq.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally -listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or

05/19/2020 Event Code: 04EN2000-2020-E-02808
evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes
If your project contains suitable habitat for any of the federally -listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally -protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan (http://www.fws.gov/windenergy/
eagle—guidance.html). Additionally, wind energy projects should follow the wind energy
guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and
bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm; http://
www.towerkill.com; and http://www.fws.gov/mip-rato!3 birds/CurrentBirdlssues/Hazards/towers/
comtow.html.
Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7
consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea
turtles,when in the water, and certain marine mammals are under purview of the National Marine
Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems you should
also contact the National Marine Fisheries Service, http://www.nmfs.noaa.gov/
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office. If you have any questions or comments, please contact John Ellis
of this office at [e-mail].

05/19/2020 Event Code: 04EN2000-2020-E-02808
Attachment(s):
■ Official Species List

05/19/2020 Event Code: 04EN2000-2020-E-02808
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]

05/19/2020 Event Code: 04EN2000-2020-E-02808 2
Project Summary
Consultation Code: 04EN2000-2020-SLI-1236
Event Code: 04EN2000-2020-E-02808
Project Name: CPC Line 23 Exposure Sylvan Road
Project Type: OIL OR GAS
Project Description: Pipeline exposure maintenance
Project Location:
Approximate location of the project can be viewed in Google Maps: htt_ps:
www.v,00gle.com/maps/place/35.879544263439726N79.4427288337101W
e:
Counties: Alamance, NC

05/19/2020 Event Code: 04EN2000-2020-E-02808
Endangered Species Act Species
There is a total of 1 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheries!, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
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.
Fishes
NAME
STATUS
Cape Fear Shiner Notropis mekistocholas Endangered
There is final critical habitat for this species. Your location is outside the critical habitat.
Species profile: httos:///ecos.fws.gov/ecp/species/6063
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFF ICE'S
JURISDICTION.

PCN FORM ATTACHMENT C — NRHP Map

Base Map Source: ESRI Aerial Imagery 1:8,000 0 aoo aoo 1,600 Feet
Colonial Pipeline Company, SE
Line 23 Exposure
Alamance County, North Carolina
corblu
ECOLOGY GROUP
NC HPO and NRHP Map
Project No. 02-041901

PCN FORM ATTACHMENT D — FEMA/FIRM Map

. 17
•
��RE. IMAL FLOOO.DD HAZARD Zone
PAW
551'
51
N AREA OF MI,,IMAL!'� LOOD HAZERD •44
Legend
Exposure —Location
CPC Pipeline
Flood Hazard Zones
Zone Type
1 %Annual Chance Flood Hazard
Regulatory Floodway
Special Floodway
Area of Undetermined Flood Hazard
0.2% Annual Chance Flood Hazard
Future Conditions 1% Annual Chance Flood Hazard
Area with Reduced Risk Due to Levee
Base Map Source: ESRI Aerial Imagery 1:6,000 0 300 600 1,200 Feet
Colonial Pipeline Company, SE
FEMA/FIRM Map
Line 23 Exposure
Alamance County, North Carolina corblu Project No. 02-041901
ECOLOGY GROUP