20180722 Ver 1_401 Application_20180518

corblu
ECOLOGY GROUP
May 23, 2018 P P1
NC DWR, 401 & Buffer Permitting Branch'
512 North Salisbury Street
Raleigh, NC 27604
20180722
PMAY 2 4'20'1781
Subject: Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company Maintenance
Wake County, North Carolina
Corblu Project No. 02-041901- Minimal Protective Cover Line 22
To whom it may concern:
On behalf of our client, Colonial Pipeline Company's (CPC), Corblu Ecology Group, LLC
(Corblu) is pleased to submit this Section 401 water quality Pre -Construction Notification (PCN)
for the required restoration of minimal protective cover for CPC's pipeline Line 22. The lack of
required protective cover for Line 22 is located southeast of the intersection of Ten Ten Road
and Holland Church Road in Wake County, North Carolina (35.644020, -78.653780; Figure 1).
Based on our evaluation of the subject site, we believe that the temporary and permanent
disturbances to waters of the U.S. associated with this activity are minimal and 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 formal notification to the USACE prior to initiation of
the work; however, it has been determined that written approval is required from the State of
North Carolina Department of Environmental Quality (DEQ) for Section 401 Water Quality
Certification prior to the initiation of work.
Jurisdictional Waters
Past high flow events have resulted in stream bed and bank erosion in Juniper Branch
(perennial stream) within CPC's right-of-way (ROW), which has eroded the required minimal
pipeline protective cover over CPC's Line 22 at the above referenced location. The lack of
surface pipeline protection at this location has resulted in conditions that may lead to potential
-- 770-591-9990
3225 South Cherokee Lane, Bldg. 800, Woodstock, GA 30188
corblu.com

Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company — Line 22 Minimal Protective Cover
May 23, 2018
Corblu Project No. 02-041901- Wake Co. NC
damage to CPC's petroleum pipeline. Further, these conditions are not consistent with CPC's
or U.S. Department of Transportation regulatory requirements for pipeline protection.
The maintenance location will be accessed through CPC's existing, mowed, and maintained
ROW from Holland Church Road using temporary prefabricated mats within the emergent
wetland area to conduct the maintenance activity (Appendix A). CPC intends to inspect Line 22
and replace the required minimal protective cover over the pipeline using Submar pre -cast
revetment mats to remediate the streambed/bank erosion. To re-establish the minimal pipeline
protective cover, CPC intends to conduct the following: 1) excavate the eroded area on Line 22;
2) inspect and make repairs to Line 22 as necessary; 3) backfill the excavation area; and 4)
restore the streambed and bank to approximate pre -erosion contours and elevations over Line
22 using Submar mats. These pre -cast mats Will be keyed/imbedded into the stream bed and
banks in a manner that maintains grade and stream flow conditions (Appendix B).
To minimize sedimentation to Juniper Branch during the above-mentioned maintenance activity,
dams constructed of sand bags, steel plates, or water -inflatable plastic dams will be temporarily
placed upstream of the maintenance area to conduct maintenance activities "in -the -dry". The
stream flow will be pumped around the maintenance area, discharging immediately downstream
via an energy dissipater to prevent stream scour. The pump used will be sufficiently sized to
accommodate the anticipated stream flow (Appendix C). The excavated soils will be ordered
and temporarily stored in the adjacent upland area (or wetland area if not practicable) on
geotextile fabric or similar material within the CPC ROW.
Rip -rap will be used to stabilize the Submar mats in the stream bed on the downstream side and
will be placed on an erosion control blanket (geotextile fabric) and in a manner where the
finished top elevation of the rip -rap does not exceed that of the original stream bed. Once the
required minimal protective pipeline cover (pre -cast revetment mats) are keyed into the
streambed in a manner that maintains existing grade and flow conditions of the stream, the
temporary dams will be removed, and normal streamflow will be restored.
The proposed maintenance activity includes work within Juniper Branch and a portion of
emergent wetland abutting the right stream bank. Specifically, CPC proposes to place 48 linear
feet (If) of Submar mat§ and 10 If of rip -rap within Juniper Branch (total 58 If of permanent
impact). Also, an additional 10 If of Juniper Branch will be temporarily disturbed associated with

Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company — Line 22 Minimal Protective Cover
3
May 23, 2018
Corblu Project No. 02-041901- Wake Co. NC
needed workspace to complete the required maintenance activity (total 68 If of disturbance).
Additionally, 0.001 -acre (60 square feet) of Submar mats will be keyed into the emergent
wetland area on the right stream bank, which requires an additional 0.002 -acre (75 square feet)
of temporary excavation (total 0.003 -acre) (Appendix B).
CPC's standard erosion control practices will be employed (Appendix D). Specifically, the
disturbed areas along the stream bank will be revegetated with a grass seed mix and stabilized
with straw and silt fence, while any disturbance within the adjacent emergent wetland area will
be reseeded with a native wetland seed mix and strawed.
Corblu respectfully requests 401 Water Quality Certification for the required maintenance work
and the unavoidable minimal impacts to 68 linear — feet of Juniper Branch (48 If of Submar mats,
10 If of rip -rap, and 10 If of temporary workspace) and 0.003 -acre of emergent wetland (0.001 -
acre of Submar mats and 0.002 -acre of temporary workspace) within CPC's existing, mowed,
and maintained ROW (Appendix B). 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 E). 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 F).
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 proiect is located within a State implemented Riparian Buffer Rule Area submit the
following along with site plans and PCN form: Three (3) copies of the details for on-site diffuse
flow provisions
The Line 22 maintenance location is within the Neuse River Basin. The pipeline maintenance
project is an exempt activity under 15A NCAC 0213.0233 (3)(b) (Exemption when uses are

Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company — Line 22 Minimal Protective Cover
4
May 23, 2018
Corblu Project No. 02-041901- Wake Co. NC
present and ongoing). CPC's Line 22 and ROW were present prior to the application of the
Neuse riparian buffer protection rules (July 22, 1997); further the pipeline remains in present
use.
DWR Stream Determination Forms for streams on property and DWR determination letter for
wetlands or streams (if applicable)
Not Applicable — The Line 22 exposure location is listed as Exem t since the use of the pipeline
is present and ongoing.
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 Figure 2.
• Vicinity map:
See Figure 3.
• The Site Plan:
See Appendix B.
• Pre-construction/Pre-existing conditions:
See Appendix B.
• Proposed conditions:
See Appendix B.
• Drainage Plans:
Not Applicable.
• Proposed Impacts:
See Appendix B.
• Wetland Impacts:
See Appendix B.

Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company — Line 22 Minimal Protective Cover
• Stream Impacts:
See Appendix B.
Summary and Conclusion
May 23, 2018
Corblu Project No. 02-041901- Wake Co. NC
In summary, the pipeline maintenance activity will result in unavoidable permanent impacts to
58 If of stream and 0.001 -acre of emergent wetland; and temporary impacts to 10 If of stream
and 0.002 -acre of wetland as authorized under the USACE NWP No. 3(a)(c). The project was
designed to avoid and minimize stream and wetland impacts to the maximum extent practicable
and represents the least environmentally damaging, practicable alternative that satisfies the
project purpose.
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
/off e -
Michael A. Barfield, AWB, CAE
Project Ecologist
i
Richard W. Whiteside, PhD, CWB, CSE
President
Enclosures: Figure 1 — Site Location Map
Figure 2 — USDA NRCS Soils
Figure 3 — Vicinity Map
Figure 4 — Jurisdictional Features
Photographs (2)
Appendix A: Typical Wetland and Stream Crossing
Appendix B: Detailed Site Plans
Appendix C: Typical Dam and Pump Maintenance Dig
Appendix D: CPC Soil Erosion and Sediment Control Plan
Appendix E: 401 & Buffer Permitting PCN Submittal Checklist
Appendix F: USACE Wilmington District PCN Form
c: Mr. David Foust, CPC Project Manager, via email
Mr. John Wyatt, CPC Environmental Lead -SED, via email
Mr. Faron Leigh, CPC Environmental Specialist, via email
A

m
f AM P—
,.� ..P
Aff
QQ,
jet
IM
•
�
��
"� '` r'" •!
- _ . e'�;,
t /y
,.. � �,
lel, lox
:__..
fill
OR
Colonial P• • • .Figure
Line 22 Lack of Protective Cover
corblu
USDA NRCS Soils
Wake County, North Carolina
Project . 02-041091
.. ROUP

Base Map Source: ESRI Aerial Imagery 0 125 250 500 Feet
GPS Data Collected: 4/3/2018 1-2,500
Colonial Pipeline Company, SE
Line 22 Lack of Protective Cover
Wake County, North Carolina
corblu
ECOLOGY GROUP
Figure 2
USDA NRCS Soils
Project No. 02-041901

Base Map Source: ESRI Aerial Imagery 0 150 300 600 Feet
GPS Data Collected: 4/3/2018 1-3,000
Colonial Pipeline Company, SE
Line 22 Lack of Protective Cover
Wake County, North Carolina
oorblu
ECOLOGY GROUP
Figure 3
Vicinity Map
Project No. 02-041901

Base Map Source: ESRI Aerial Imagery 0 50 100 200 Feet
GPS Data Collected: 4/3/2018 1 : 000
Colonial Pipeline Company, SE
Line 22 Lack of Protective Cover
Wake County, North Carolina
GOf bIU
ECOLOGY GROUP
Figure 4
Jurisdictional Features
Project No. 02-041901

Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company — Line 22 Minimal Protective Cover
Line 22 Lack
of Protective
Cover
Photos taken on 4/3/2018
Corblu Project No. 02-041901- Wake Co. NC
Photograph No. 1: Southeast facing downstream view of Juniper Branch, the abutting
emergent wetland on the right, and the Line 22 location within CPC's ROW.
IPhotograph No. 2: Northwest facing view of the emergent wetland abutting the right I
bank of Juniper Branch at the Line 22 location within CPC's ROW.

APPENDIX A
TYPICAL WETLAND AND STREAM CROSSING

� °Ja�J•'� aJa °J
a s J a s J
J°a aaJa Jaa vJa
a a J d a s Ja J
> a J a s J
, aJ Ja,�, �Jy}aJ
> a J a s J
D aJJ °aJ
a -Pa ,
a s aay3 °} a a aJJ a
aJJaJ, aJJaJ
Ja a J J a Ja
J a a J
a,J aJJa
baa ° a
, aJ
> J J a a
,? a J J a ,? a J a
a a a a
�°a ay}a �a� aJa
, oJJaJa aJJaJ
y a J a s J
a a a
J
I
1
1
1
1
1
1
1
1
50' PERMANENT ROW
W W
Z Z
w w
a a
a -
PREFABRICATED
MAT
' 11
1
1
1
1
1
1
1
1
I
1
1
a a'?'� ° a a aaJ
a of JaJ a aJJ°J 1
} a J a s J
1
RETAIN A MINIMUM 10'
VEGETATIVE BUFFER
TO EXTENT POSSIBLE
ST RANK
1
1
1
1
1
1
I
1
1
1
I
1
1
I
1
I
I
I
1
I
1
1
I
1
5OUNDARy 1
.:: •• �J.CI. ; .yl,... Valu. -• :.:'.. 1
_.. .. .
PREFABRICATED
- MAT 1
_ 1
1
1
1
a J J
a J, o J J a J,
J
a
s a s
o,J ati
a �
AJy}aJ,
a a a
o J J
a
a Ja a J J a Ja
J
•�
s a s
'7
Jaa
a a y
° v y�J° a
a
a s a
.: .yl<......yl{.'-J&
AL
: a J&.
s a s •
a a
a
°'7 a
aJ JaJ a aJ.
Jav
°
a
a-
a
Ja
a a•
aJ;
'aJ �
.
a a'?'� ° a a aaJ
a of JaJ a aJJ°J 1
} a J a s J
1
RETAIN A MINIMUM 10'
VEGETATIVE BUFFER
TO EXTENT POSSIBLE
ST RANK
1
1
1
1
1
1
I
1
1
1
I
1
1
I
1
I
I
I
1
I
1
1
I
1
5OUNDARy 1
.:: •• �J.CI. ; .yl,... Valu. -• :.:'.. 1
_.. .. .
PREFABRICATED
- MAT 1
_ 1
1
1
1
a J J
a J, o J J a J,
J
a
s a s
o,J ati
a �
AJy}aJ,
a a a
o J J
a
a Ja a J J a Ja
J
•�
s a s
'7
Jaa
a a y
° v y�J° a
a
a s a
a J J
>
a Ja a J J a Ja
J
a
s a s •
a a
a
°'7 a
aJ JaJ a aJ.
Jav
°
a
a-
a
Ja
a a•
aJ;
'aJ �
of JaJ a aJ;
J,�J
aJJ,-PJ ay
Jaa
a a a
° ? Jaa J a a
aJ "
a J'
aaJa �°�
90 Ja J a
a
'p 0
a til
Ja
\
baa
ay7,
a �
AJy}aJ,
a ,
Jaa
a a
a
y�aa
aJaa baa
a
Jav
°
a
,�
,aJ,
a aaJaa ,,
aJ JaJ �
a a•
aJ;
a J
y�O
oJJ a �
aJ "
y�°a
a J°
aaJa �°�
90 Ja J a
a
'p 0
aJ,
aJ JaJ,
aJ;
a J J
o J, J J
J
a Ja
a
s a
s
Ja
o
a a
° aa a
y�aa
a`7a°J
J
25 12.5 0 25 Feet
Colonial Pipeline Company LIN0
Typical Wetland and o r b I Prefabricated Mat Crossing
for Wetlands and Streams
Stream Crossing ECOLOGY GROUP

APPENDIX B
DETAILED SITE PLANS

I . ALL WORK IS TO BE PERFORMED IN LOW FLOW CONDITIONS WHEN POSSIBLE. IT IS
PREFERREDTHAT WORK OCCURS DURING WE DRY SEASON (OR OTHERWISE UPSTREAM
CONTROLS MANAGED TO MNIMIZE FLOW), CONTRACTOR SHALL MONTTOR WEATHER
CONDITIONS AND
PLAN CC)NSBUCTION ACTIVITIES ACCORDINGLY TO AVOID INSMEAM
WORK DURING RAN EVENTS AND MINIMIZE EXPOSURE OF DISTURBED SOILS TO RAINFALL.
2. CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE INGOOD WORKING CONDITION AND
FREE OF HYDRAULIC, EUEL OR OIL LEAKS. THERE SHOULD BE A PORT�POT ONSITE, FUEL,
HEAVY FQUIPMENT AND ALL CHEMICAL PRODUCES SHOULD HAVE. ADFQUATF.
CONTAIIFMENT
E. PERIMETER EROSION AND SEDIMENT CONTROLS SHALL BE ESTABLISHED ALLDWING FOR
SUOSFQUF.NTCLFARNGANOGRURBINGWTIH ..PROJECTARPA.
4. SALVAGE, FORMS][ AND WASTE MATERIALS SILLLL BE TEMPORARILY STOCKPILED N A
DESIGNATED APPROVED AREA UNTIL FINAL HANDLING FUR ULTIMATE PLACEMENT. IT IS
THF. RFSPONSUULITY OF THE SELF.CIF.II CONTRACTOR TO FSTARLISH APPROVED STOCKPILF
STAGINGANOACCESSAREAS.OARANEVENTISEMINENT,71ILI4ASILTFENCESIA LRE
INSTALLED BETWEEN THE STOCKPILE SOIL AND THE EXISTING STREAM
5. UPON COMPLETION OF WORK ALL EXCESS OR TEMPORARILY STOCKPILED SOILS. STUMPS
OR OTHER MATERIAL M ALL BE PERMANENTLY REMOVED AND PIACED INUPLAND
STORAGE AREAS, PER LOCAL, STATE AND FEDERAL REQUIREMENTS.
6. TT MAY BE NECESSARY TO DIVERT STREAM FLOW AROUND WE WORKING AREA TO
FACILITATE CONSTRUCTION USING A BYPASS PUMP OR JERSEY BARRIER. N NO INSTANCE
SHALL SRT LADEN WATER HE DISCHARGED NTOTHE STREAM, DIRECTLY OR INDIRECTLY.
]. ALL TEMPORARY ACCESS,STAGING, STOCKPILE OR OTHER TEMPORARILY DISTURBED
AREAS SHALL BE STABILIZED AND REESTABLISHED TO THEIR PRE{INSTRUCTION
CONDTIONS, INCLUDING GRADE AND VEGETATION.
8. ALTHOWH TMS PLAN MAKES EVERY ATTEMPT TO ACCIXMf FOR EROSION AND SEDIMENT
CONTROL, BANK STABILIZATION AND CONSTRUCTION LOGISTICS, UNFORESEEN
CIRCUMSTANCES MAY ARISE THAT REQUIRE ADDMONAL OR MODIFIED MEASURES TO
CONTROL SEDIMENT, STABILIZE RIPARIAN STREAM BANKS AND FACILITATE STRUCTURE
INSTALLATION. CONTRACTOR SHALL WORK WITH CLIENT AND ENGINEER, AS NECESSARY,
TO ENSURE THAT THE PROTECT IS COET) N NSTRUCTACCORDANCE WITH THE INTENT OF
THESE
PIANS.
9. THE ENGINEER, OR QUALIFIED DESIGNEE, SHALL BE PRESENT WRING CONSTRUC ION OF
W -STREAM WORK TO ENSURE COMPLIANCE WITH CONSTRUCTION PLANS AND APPLICABLE
REGULATIONS. CONIRACTBR SHALL GIVE T2 HOURS NOTICE TO CLIENE AND THE ENGINEER
PRIOR TO CONSTRUCTION.
ENVIRONMENTAL NOTES
I. THE OWNER SHALL NOTIFY ALL CONTRACTORS, SUBCONTRACTORS & MATERIAL SUPPLIERS
TUT DUMPING OF CIRMICALS INTO THE STORM DRAM SYSTEM IS PROHIBETED.
2. PERMITTEE SHALL MAINTAIN CONSTRUCTION SITE N SUCH A CONDITION THAT AN
ANTiCII'ATED STORM DOES NOTCARRY WASTES OR POLLUTANTS OFF THE SITE. POTFFD1AI.
POLLUTANTS INCLUDE BUTAILE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPIELS;
WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LOBES, PESTICIDES, HERBICIDES, WOOD
PRMERVATVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS
FUELS. OILS. LUBRICANTS AND HYDRAULIC. R.SDIATOR OR BATTERY FLUIDS; FERTILIZERS,
VEHICLEEQURMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT
OR FLOATABLE WASTES: WASTES FROM ANY EHGNE/EQUIPMENT STEAM CLEANING OR
CHEMICAL DEGREASING; ANO SUPER CHLORINATED POTABLE WATER LINE FLUSHING.
DURING CONSBUCTION, PERMITTEE SHALL DISPOSE OF SUCH MATERW..S IN A SPECIFIED
AND CONTROLL ED TEMPORARY AREA ON -SRM, PHYSICAL LY SEPARATED FROM POTEN ,
STORM WATER RUNOFF, WITH UUMMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE
AND FEDERAL REQUIREMENTS.
I. CONTRACTOR SHALL CONSTRUCTPROTECT AS AUTHORIZED IN PERMITTED DRAWNGS. AM'
CHANGES MUST FORST BE APPROVED BY PROJECT MANAGER. OWNER. AND INSPECTOR AND
DDCUMENTEO IN THE CONSBUCTION CREW BOOK
GRADING NOTES
I. ALLWORK SHALL BE IN ACCORDANCE WITH ANY SPECIAL REQUIREMENTS OF THE
PERMIT.
2. NO EXCAVATION SHALL BE STARTED WITHOUT FIRST NOWNING ONE CALL 48 HOURS
PRIOR TO COMMENCEMENT OF WORK, A PRFLRADING MEETING SHALL BE
SCHEDULED ATTHE SITE BEFORE START OF GRADING WITH TIE FOLLOWING
PEOPLE PRESENT: OWNER, CONTRACTOR R INSPECTOR.
3. PRIOR TO ANY CLEARING, BRUSHING OR DEMOLITION. OTHER THAN WHAT IS AUTHORIZED,
APPROVAL MUST BE OBTAINED FROM THE PROTECT MANAGER AND INSPECTOR.
4, CUT SLOPES SHALL NOT BE STEEPER THAN 1.5:1 SLOPE.
5. ALL TRENCH BACKFILLS SHALL BE EXAMINED AND CERTFIED BY THE SITE
INSPECTOR PER TIE GRADING PLAN.
6. DUST ABATEMENT SHAL L BE CONTROLLED BY WATERING.
]. SANITARYFACMI ES SHALL BE MAINTAINED ON WE SITE PLUS CONTAINMENT'.
8. ALL PUBLIC ROADWAYS MUST BE MAIM ED DALLY OF ALL DEBRIS DEPOSITED
ON THEM AS A RESULT OF THE CONSBUCTON OPERATON. CLEANING IS TO BE DONE TO
THE SATISFACTION OF ME OWNER,
I. ALL LOCATIONS OF UNDERGROUND ME TIES SHOWN ARE APPROXIMATE AND SHOULD BE
FIELD VERIFIED PRIOR TO START OF CONSTRUCTION.
2. SURVEY WASPERFORMEDON WDMDIB.
3. DATA COLLECTED WITH ROBOTIC TOTAL STATION.
4.ALL VERTICAL ELEVATIONS APPROXIMATED HASED OEI GOOGLE EARTH LOCATION,
5. STATE PLANE COORDINATE SYSTEM -NAM- NORTH CAROLINA STATE PLANE -US FOOT.
6.O. MM. IS -36876'
10' 0' 10' 20' 30'
/
` •�••.�• II
//
I
NO CHANGE TH/S SHEETOS/i
HOLLAND CHURCH RD.
HP .
S
//
1 REVISED WETLANDS 1051,
COLONIAL
PIPELINE /lam"•�
WAKE COUNTY
�Y-
Wrbr/re: wwwsubmv.ram
/
8' (M ACTIVE)
®
COLONIAL PIPELINE
I/ \
8' 2IIE
(INACTIVE)
\•• EMERGENT
\ WETLAND
WETLAND /
BOUNDARY
COLONIAL PIPELINE
12' 22 PIPELINE jr�(
_ HIGH /
BANK/
TOE /T•nn -.ue _ /I :��� /I //
HIGH -""--
BANK
WOE ____
T.O.P. = i768
TRELINE // J -j '
/ -- EA'Q:2RGENT
WETLAND
/-----ff
COPYBTCHT O SC•BU`4L INC—
201 R AL L RIGHZ S RESERVED. 04123118
EXISTING CONDITIONS
/ECT #. DRAWING :{ BY: CXD BY.
15429 C-101 KID MPD
364 % /
_ SHALLOW
WETLAND /
1� BOUNDARY /
/
Cp
COLONIAL PIPELINE COMPANY
KErIHH1GHF7LL 1 336-451-9824
CPS: N35.64407"
W7F.G57NX`
LEGEND:
EXPOSED PIPELINE
BURIED PIPELINE
- - — RIGHT OF WAY
FLOW FLOW DIRECTION
LjlvnHO LL r_liruNDC UR Ir
1 fll Dune Strrn
/Foumr. LA ]0360
HOLLAND CHURCH RD.
HP .
S
PA'8"66-0001JUNIPER
F- P8185Iu0108
BRANCH CREEK
EmRO: rubmar(rr bm4r.rRm
WAKE COUNTY
�Y-
Wrbr/re: wwwsubmv.ram
D A T CTl2LP RT/
COPYBTCHT O SC•BU`4L INC—
201 R AL L RIGHZ S RESERVED. 04123118
EXISTING CONDITIONS
/ECT #. DRAWING :{ BY: CXD BY.
15429 C-101 KID MPD
364 % /
_ SHALLOW
WETLAND /
1� BOUNDARY /
/
Cp
COLONIAL PIPELINE COMPANY
KErIHH1GHF7LL 1 336-451-9824
CPS: N35.64407"
W7F.G57NX`
LEGEND:
EXPOSED PIPELINE
BURIED PIPELINE
- - — RIGHT OF WAY
FLOW FLOW DIRECTION

COLONIAL PIPELINE
8' 2
4PIPELINE
(INII �sl
ACTIVE)
® COLONIAL PIPELINE
8.23 PIPELINE
(INACTIVE)
EMERGENT f
�.. WETLAND
,
BOUNDARY
COLONIAL PIPELBJE
12" 22 PIPELINE
_ HIGH
BANK SLOPE 1.5:1
HOLLAND CHURCH RD.
JUNIPER BRANCH CREEK
WAKE COUNTY
PROPOSED SITE 0GRADING PLAN COLONIAL PIPELINE COMPANY
)978.65788"
LEGEND:
BURIED PIPELINE
— — — RIGHT OF WAY
— OW, FLOW DIRECTION
I711uD
- 370._
S'
Pb. 085868-0001
FCp TOE
-VIM
Fai 985851-0108
£mAil: lubme�rubmRr.rom
� .tfR 0�
----------------
369
HIGH ` 368.5---""`
BANK -------'
_ 369
I�IT'OE
_--'—
,,
,
/,—_370""
j. SLOPE 1.5:1WEILAND
` /
�
TREE
LINE
/ ` / \ / }3}
11�{ BOUNDARY '
EMERGENT
SURVEYNOTES
'
UTILITIESSHOWN ARE APPROXIMATE AND SHOULD BE
I. FIE LOCATIONS OFUNDERGROUNDTO START
FIELD VERIFIED STARTOFCONSFRUCITON.
PERFORMED
E
3. SURVEY WAS PERFORMED ON 0N0TOTA.
7. DATA EL WITH ROBOTIC TOTAL STATION.
9. ALL VERTICAL ELEVATIONS
VERTICAL -MATED BASET ON E EARTH LOCATION.
//-
5. STATE PLANESYSTEM CAROLINA
(NATE SYSTEM-NADtlI-NORTH CAROLINA STATE PLANE -US FUOi.
/
`_ ---------
U.76
Q O.H.W.M. IS 1768.76'
10' 0' 10' 20'
30'
HOLLAND CHURCH RD.
JUNIPER BRANCH CREEK
WAKE COUNTY
PROPOSED SITE 0GRADING PLAN COLONIAL PIPELINE COMPANY
)978.65788"
LEGEND:
BURIED PIPELINE
— — — RIGHT OF WAY
— OW, FLOW DIRECTION
I711uD
Ilene . 703M
LA 703M
S'
Pb. 085868-0001
-VIM
Fai 985851-0108
£mAil: lubme�rubmRr.rom
� .tfR 0�
{7'eMifr: mr»'submAr.rom
HOLLAND CHURCH RD.
JUNIPER BRANCH CREEK
WAKE COUNTY
PROPOSED SITE 0GRADING PLAN COLONIAL PIPELINE COMPANY
)978.65788"
LEGEND:
BURIED PIPELINE
— — — RIGHT OF WAY
— OW, FLOW DIRECTION

WETLAND IMPACT TABLE
IMPACTED
2. SURVEY WAS PERFORMED ON W032018.
I ADDED 1{ETLAND IMPACT O.VIW18
0.003 AC.
WETLAND
4. ALLVERTICAL FLFVATIONSAPPROXIMATFDBASFDONG LP.FARTHLOCATION.
I. ALL LOCATIONS OF UNDERGROUND UTILMES SNOWN ARE APPROXIMATE AND SHOULD BE
FIELD VERIMD PRIOR TO STMT OF CONSTRUCTION.
//
2. SURVEY WAS PERFORMED ON W032018.
I ADDED 1{ETLAND IMPACT O.VIW18
1. DATA COLLECTED WITH R08071C TOTAL STATION.
4. ALLVERTICAL FLFVATIONSAPPROXIMATFDBASFDONG LP.FARTHLOCATION.
<
5. STATEPLANECOOMMATE SYSTEM-NADBI-NORTHCAROLMA STATE PLANE. USFOOT.
b. D.N.W.M.IS ")bRtb'
is 0, 10' 20' so'
7
S R Pb. 985868-8861
Fix 98S851A10.4
Emxil: subm��ubmrr.rortr
wifA 9LtT Webs/fe: mrmsubmxr.ram
ALL DISTURBED AREAS TO
BE COVERED WITH EROSION
CONTROL BLANKET
(1,610 F'N TOTAL)
HIGH
BANK
TOE
HIGH �"
BANK
/ . _...
�••.� ///
7
COLONIAI, PIPELINE / �"
//
d REV/ / N DA TE
I ADDED 1{ETLAND IMPACT O.VIW18
2 REV/SED WETLAND IMPACTSO18
B" 24 PIPELINE
(INACTIVE)
<
COLONIAL PIPELINE // \ //`
B" (I PIPELINE EMERGENT
(INACTIVE) \ WETLAND
WETLAND
BOUNDARY
BACKFILL EXCAVATED 3"
+� TRENCH FILL WITH
EXISTING MATERIALS (TYP.)
/ "'TOE J / _ — _ _ 4.
75.2 FP OF TEMPORRY
EXCAVATION IN WETLANDS - JJ
TREE IN WETg
LINE f6o
/ EMERGENT 1
/ /� WETLAND
\` COLONIAL PIPELINE
12" 22 PIPELINE
HOLLAND CHURCH RD.
JUNIPER BRANCH CREEK
WAKE COUNTY
RALEIGH NC
L DRAWIN ARE PREPARED BY UBMAR FORE TIMATING COPYRIGNTOSUBAIAR /NG DA S EHT:
ARENOTCONSTRUCTIONDRAWINGSTHASECONFIDENTM 2eIe ALL wGu7SBESER IED. 04/13/!8 3n S
r NOT BE COPIED UNLESSAPPROVED AYSVBAIAR. INC I
/
� ROCK SUHGRADE
/ (12"-18"DIA.)
SUBMAR MAT
PROPOSED CIVIL SITE
IMPROVEMENTS PLAN
15429 I C-103 I KiD I MPD
SYSTEM
, (6'x209 6 TOTAL
BACKFILL
EXCAVATED 3"
TRENCH FILL WITH
/ EXISTING MATERIALS (TYP.)
BACKFILL EXCAVATED 2"
/ TRENCH FILL WITH
EXISTING MATERIALS (TYP.)
TREE
LINE
WETLAND
BOUNDARY
CP
COLONIAL PIPELINE COMPANY
KEITH HlGNFILL 336-451-9870
— _ BURIED PIPELINE
— — — RIGHT OF WAY
FLS FLOW DIRECTION
yp87•p LONGITUDINAL
CPS N35.64407°
iV78.65788°
PEAKED
STONE TOE PROTECTION

SPFCIFICATIONS V
M.4TRESSTYPE: REVETMENT
MATRESS DIMENSIONS: T.2-4.5'
MATRESS W EIGHT: AIR 6,200 POUNDS
MATRESS WEIGHT SUBMERGED: 3.608 POUNDS (APPROX.)
CONCRETE DENSITY: 145 LBS PER CU. FT,.4.000 PSI 160
ELEMENTS: 518' ULTRA VIOLET STABILIZED COPOLYMER
EXRTUDED FIBER ROPE, MINIMUM TENSILE
STRENGTH 9.500 POUNDS
SUBMAR MAT SYSTEM
SCALE: N.T.S.
L Lr4.5' (—� IP 8.33'
1I INDIVIDUAL ELEMENT
NOTE:
1, EXACT PLACEMENT OF MATS AND/OR
ANCHORS WILL BE DETERMINED IN THE
FIELD,
2. MATS ARE PLACED ON A GEOTEXTILE
FABRIC AS SHOWN IN DETAIL.
SUBMAR MAT
SYSTEM
PIPELINE ROCK M BE PLACED AT
EXISTING LEAST I ELEMENTS IN AND
GRADE A MINIMUM 01 11 OUT
PROPOSED
�-GRADE 3'
GF.OTEXTILE UNDERNEATH 10 J
SUBMAR MAT SYSTEM
ROCK SUBGRADE ROCK GRADE CONTROL DETAIL
SCALE: N.T.S.
EXISTING
BACKFILL EXCAVATED
GRADE RIPRAP TYPICAL
THICKNESS TO BE
1.5 TIME THE UPPER
OF
LIMIT OF D„
FILTER LAYER - GRAVEL FILTER '
COMPACTED MATERIAL
SHOULD BE APPROX. 112 THE
SYSTEM
THICKNESS OF THE RIP1
GRADE
LAYER; THE GRAVEL GRADATION'
WTO SLOPE
IS A FLRJCTION OF THE MEDIAN
UNIFORMLY THE THICKNESS
SIZES OF THE RIPRAP AND BASE
MATERIAL IL
OF THE RIPRAP USED
2
MAX. SLOPE FOR
3' rF
RIPRAP PLA CEMENT
PROJECT DRAWING DWNBY.' CKDRY..
SUBMAR MAT SYSTEM TO Z,
2'
TOE TRENCH - MINIMUM TME TRENCH DEPTH
BELOW CHANNEL INVERT SHALL HE DESIGNED
BE PLACED I' BEYOND MAT
BASED ON SITE CHARACTERISTICS AND TO
PROPOSED
PREVENT FAILURE DUE TO SCOUR
GEOTEXTILE PLAN LAYOUT
SCALE: N.T.S.
BACKFILL EXCAVATED AREA
UPON WSTALIABON OF LPSTP
LPSTP
(LONGITUDINAL PEAKED
STONE TOE PROTECTION)
r1
EXISTING 11 3,
GRADE
'O
I' EMBEDDED I.
f _L
NOTE:
DIMENSIONS WILL VARY BASED
UPON DEPTH OF WATER.
SUBMAR MAT
GEOTEXTILE UNDERNEATH SYSTEM
BACKFILLEXCAVATEDY SUBMAR MAT SYSTEM
DEEP TRENCH WITH
COMPACTED MATERIALPIPEWNE—
EXISTING
GRADE
BACKFILL EXCAVATED
I� PROPOSED
y
J—�
DEEPTRENCH WITH
Dune S
M.— LA 20360
F- lee!
5--�R Fh.9 6
SUBMAR MAT
COMPACTED MATERIAL
EXISTING
SYSTEM
BE PLACED I' BEYOND MAT
GRADE
SYSTEM
SY"'P70u N'ebaltr.rvmr'.rubmvatom
III 2'
COLONIAL PIPELINE COMPANY
RALEIGH NC
GEOTEKTILE UNDERNEATH
corrwcHTosUB3uR n'c. DATE: HEET. SCALE:
PROJECT DRAWING DWNBY.' CKDRY..
SUBMAR MAT SYSTEM TO Z,
J
—I
SOJ8ALLJMGB7S RESERVED. 04/23/!8 4a S
f N.T.S.
BE PLACED I' BEYOND MAT
PROPOSED
GRADE
CI AMM TOLAIPW Fl—A 11
GEOTEXTILE PLAN LAYOUT
SCALE: N.T.S.
BACKFILL EXCAVATED AREA
UPON WSTALIABON OF LPSTP
LPSTP
(LONGITUDINAL PEAKED
STONE TOE PROTECTION)
r1
EXISTING 11 3,
GRADE
'O
I' EMBEDDED I.
f _L
NOTE:
DIMENSIONS WILL VARY BASED
UPON DEPTH OF WATER.
SUBMAR MAT
GEOTEXTILE UNDERNEATH SYSTEM
BACKFILLEXCAVATEDY SUBMAR MAT SYSTEM
DEEP TRENCH WITH
COMPACTED MATERIALPIPEWNE—
EXISTING
GRADE
UPSTREAM ANCHOR TRENCH DETAIL
SCALE: N T.S.
SS. WORM DRIVE
8' x 2W. 4.3" CONNECTORS
MATS MAT2
MATT I I , II
PLAN VIEW
SS. WORM DRIVE
CURRENT CONNECTORS Rx20'x4.5'
FLAW MATS
MAT MAT2
NOTE: ROPE TUCF:ED
116 STAINLESS STEEL 2.2W LB. BREAKING SME VIEW UNDER
STRENGTH IN THE LINE CONFIGURATION
ABOVE. 5116' NOT DRIVER NEEDED
PERIMETER MAT CONNECTION DETAIL
SCALE: N.T.S.
BANK PAVING DETAIL LPSTP DETAIL
SCALE: N.T.S. SCALE: N.T.S.
_I (
I� PROPOSED
y
J—�
''= GRADE
Dune S
M.— LA 20360
F- lee!
5--�R Fh.9 6
3. OF MXMLZ UNDERNEATH
TYPICAL DETAILS
SUBMAR MAT SYSTEM TO
EmeB:mbmve040—aom
BE PLACED I' BEYOND MAT
SYSTEM
UPSTREAM ANCHOR TRENCH DETAIL
SCALE: N T.S.
SS. WORM DRIVE
8' x 2W. 4.3" CONNECTORS
MATS MAT2
MATT I I , II
PLAN VIEW
SS. WORM DRIVE
CURRENT CONNECTORS Rx20'x4.5'
FLAW MATS
MAT MAT2
NOTE: ROPE TUCF:ED
116 STAINLESS STEEL 2.2W LB. BREAKING SME VIEW UNDER
STRENGTH IN THE LINE CONFIGURATION
ABOVE. 5116' NOT DRIVER NEEDED
PERIMETER MAT CONNECTION DETAIL
SCALE: N.T.S.
BANK PAVING DETAIL LPSTP DETAIL
SCALE: N.T.S. SCALE: N.T.S.
LINE 22 EXPOSURE DIS OF
SHEETT/TLE:
Dune S
M.— LA 20360
F- lee!
5--�R Fh.9 6
HOLLAND CHURCH RD.
JUNIPER BRANCH CREEK
TYPICAL DETAILS
O
EmeB:mbmve040—aom
WAKE COUNTY
SY"'P70u N'ebaltr.rvmr'.rubmvatom
COLONIAL PIPELINE COMPANY
RALEIGH NC
C NCEPTUALORAWlNGSAREPREPARED BY UBMA R TIAIATINc
corrwcHTosUB3uR n'c. DATE: HEET. SCALE:
PROJECT DRAWING DWNBY.' CKDRY..
NTACT: PHONE:
SONLYAND ARE N07 CONSTRUCTION DRA WINGS TOES£CONPIB'_
GWI,VGSAUYNOTBECOPIEDUNL£SSAPPROVEDBYSUBMAR INC
SOJ8ALLJMGB7S RESERVED. 04/23/!8 4a S
f N.T.S.
�.S'IZJ C-104 KJD MPD
KEl7X H/GHF7LL 336-451-9814

HIGHBANK DISCHARGE PIPE SEDIMENT
CLEAN WATER BAG
SANDBAG DAM (SEE APPEOVED
CROSS SECTION) DEWATERMG PUMP
STRAW
SUMP -HOLE OR TOE SUCTION PIPE BALES
POOL(12'TD Ie" 6 -MAX
DEEP T DIA) CENTER TO CENTER
—_y MC 16' INTO E POSTGRWND
GTH
STREAM SEDIMENT —a MENT DRIVEN M
DIVERSIONPUMPS SANDBAGDAM ENERGY DISSIPATOR
(PUMPS SHOULD I6' HEIGHT OF
SUCTION PIPE DISCHARGE PIPE DISCHARGE ONTOA WOVEN SLRLFF FILM GEOTEXTILE
STABLE VELOCITY
IN SIPATOR MADE OF
RIPRAP OR SANDBAGS) V B' MIN. DEPTH
V INT)GROUND
WORK AREA LENGTH HIGHBANK STRAP
NOT TO EXCEED THAT WHICH CAN BE ELEVATION
COMPLETED IN ONE DAY
36' MIN. FENCE Fly
FOST*FWW—
IMPERVIOUS F. NCE ABOVE ST Ir
OROU
SNEEHNG WOVENSMIN. ABOVE GROUND
GEO
BASE FLOW t I' WORK UNDISMRBED PUMP DISCHARGE
(2' MIN.) AREA GROUND HOSE
EMBED BEOTEXTILE
MIN. OF S' VERTICALLY
INTO THEGROUND.BACKFILLFENCEPOSTDRIVE.\SANDBAG DAM ANDCOMPACTTHESOILONAMIN.OF 16'INTO
CROSS SECTION BOTH SIDES OF GEOTEXTILETHE GROUND /
CROSS SECTION
FLOW � ��,(i/
IIFWATFRIN(� FIFTAII
SCALE: N.T.S.
UVERLAP OR ABUT
ROLL EDGES (PYP.)
6' MDI. OVERLAP
111ATROLLEND(TYP.)
6'DEEP(MM)
NC
KEY INTRERE
PREPARED SLOPE (SEEDBED) :.
WITH SEED IN PLACE••
L USE TEMP. SOIL STABILIZATION MATTING MADE OF DEGRADABLE. (LASTS 6 MOS. MIN.) NATURAL OR MAN-MADE FIBERS
(MOSTLY ORGANIC). MAT MUST HAVE UNIFORM THICKNESS & DISTRIBUTION OF FIBERS THROUGHOUT& BE SMOLDER
RESISTANT. CHEMICALS USED IN THE MAT MUST BE NON -LEACHING & NON-TOXIC TO VEGETATION & SEED
GERMINATION & NON-INRUROUS TO THE SKIN. IF PRESENT, NETTING MUST BE EXTRUDED PLASTIC WITH A MAX MESH
OPENING OF 2'#' & SUFFICIENTLY BONDED OR SEWN ON 2' CENTERS ALONG LONGITUDINAL AXIS OF THE MATERIAL TO
PREVENT SEPARATION OF THE NET FROM THE PARENT MATERIAL
2. SECURE MATTMO USINO STEEL STAPLES, WOOD STAKE OR BIODEGRADABLE EQUIVALENT. STAPLES MUST BE -U- OR'T'
SHAPED STEEL WIRE HAVING A MIN. GAUGE OF NO. 11 AND NO. S RESPECTIVELY "U• SHAPED STAPLES MUST AVERAGE I -
TO 1-1/2' WIDE & BE A MIN.6- LONG.'T" SHAPED STAPES MUST HAVE A MIN. IF MAIN LEO, A MIN. T' SECONDARY LEG, & A
MIN.4" HEAD. WOOD STAKES MUST BE ROUGH -SAWN HARDWOOD, I2" TO 24" IN LENGTH, 1',3' IN CROSS SECTION &
WEDGE SHAPED AT THE BOTTOM.
J. PERFORM FINAL GRADING, TOPSOIL APPLICATION, SEEDBED PREP. & PERMANENT SEEDING IN ACCORDANCE WITH SPECS.
PLACE MATTING WITHIN 48 HRS OF COMPLE FIND SEEDING OPERATIONS UNLESS END OF WORKDAY STABILIZATION IS
SPECIFIED ON THE APPROVED EROSION & SEDIMENT CONTROL PLAN.
4. UNROLL MATTING DOWN SLOPE. LAY MAT SMOOTHLY& FIRMLY UPON THE SEEDED SURFACE AVOID STRETCHING THE
MATTING.
5. OVERLAP OR ABUT ROLL EDGES PER MANUFACTURING RECCOMENDATIONS. OVERLAP ROLL ENDS BY 6- (MIN.) WITH
THE UPSLOPE MAT OVERLAPPING ON TDP OF THE DOWNSLOPE MAT,
6. KEY IN ME UPSLOPE END OF MAT 6 -(MM.) BY DIDGING A TRENCH, PLACING THE MATTING ROLL END IN THE TRENCH.
STAPLING THE MAT IN PLACE REPLACING THE EXCAVATED MATERIAL, & TAMPING TD SECURE THE MAT END IN THE
KEY.
'/. STAPLFBTAKE MAT IN A STAGGERED PATTERN ON P(MAX.) CENTERS THROUGHOUT& T(MAX.) CENTERS ALONG
SEAMS, JOINTS & ROLL ENDS,
S. ESTABLISH & MAINTAIN VEGETATION SO THAT REQUIREMENTS FOR ADEQUATE VEGETATIVE ESTABLISHMENT ARE
CON HNUOSLY MET IN ACCORDANCE WITH SECTION H< VEOETATIVE STABILIZATION.
EROSION CONTROL BLANKET DETAIL
SCALE: N.T.S.
ARENOTCONSTRUCT70NDR4WINGS THESE
POSTS
STEP STEP2 /
STAPLE STAPLE TWIST POST TOGETHESTAPLER STAPLE
STAPLE STAPLE
STEPJ i MAL
CONFIGURATION
STAPLE STAPLE
/OWING TWO ADJACENT SILT
_CF SECTIONS ITOP VIEW)
L USE WOOD POSTS IJ/4' 11-3/4' 11/16- (MINIMUM) SQUARE CUT OF SOUND QUALITY HARDWOOD. AS AN
ALTERNATIVETO WOODEN POSTUSE STANDARD T OR'U• SECTION STEEL POSTS WEIGHING NOT LESS
THAN 1 POUND PER LINEAR FOOT.
2. USE 36 INCH MINIMUM POSTS DRIVEN 16 INCH MINIMUM INTO GROUND NO MORE THAN 6 FEET APART.
J. USE WOVEN SLR FILM GEOTEXTiLE AS SPECIFIED IN SECTION H-1 MATERIALS AND FASTEN GEOTEXTILE
SESCURELY TG UPSLOPE SIDE OF PENCE POSTS WITH WIRE TIES OR STAPLES AT TDP AND MID-SECTION.
4. PROVIDE MANUFACTURER CERTIFICATION TOTHE AUTHORIZED REPRESENTATIVE OFTHE
INSPECTION/ENFORCEMENT AUTHORITY SHOWING THAT THE OEUTEXTILE USED MEETS THE
REQUIREMENTS IN SECTION H-1 MATERIALS.
5. EMBED GEOTEXTILE A MINIMUM OF B INCHES VERTICALLY INTO THE GROUND. BACKFILL AND COMPACT
THE SOILON BOTH SIDES OF FABRIC.
6. Wf1ERE TWO SECTIONS OF GEOTEXTILE ADJOIN:OVERLAP, TWIST AND STAPLE TO POST IN ACCORDANCE
WITH THIS DETAIL
T. E 7 ND BOTH ENDS OF THE SILT FENCE A MINIMUM OF FIVE HORIZONTAL FEET UPSLOPE AT 45 DEOREEP
TO THE MAIN FENCE ALIGNMENT TO PREVENT RUNOFF FROM GOING AROUND THE ENDS.
R REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVELOP IN SILT FENCE OR WHEN
SEDIMENT REACHES 25% OF FENCE HEIGHT. REPLACE OEOTEXTILE IF MEN. IF UNDERMINING OCCURS,
REINSTALLFENCE.
CII T FFMT`F ITFTAII
HOLLAND CHURCHRD.
JUNIPER BRANCH CREEK
WAKE COUNTY
COPYRIGHT C SCRLAR I\'C
20JS ALL RIGHYS RESER I'ED. 1 04/23/18
TYPICAL DETAILS
15429 1 C-105 I KJD I wD
('.�;' ..1 4D- • IT MM.
IT MM.
PLAN VIEW MULCH, LEAF I WOOD COMPOST,
GTR AP WOODCHIPS, SAND OR STRAW BALES
SLOPE
5%MAX.
)."AT1ON FILTER BAG CMM.
TIGHTLY SEAL SLEEVE AROUND ME PUMP DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE.
PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAFAVOOD COMPOST, WOOD CHIPS. SAND OR STRAW B:l1.E
LOCATED ON A LEVEL OR 5% MAX. SLOPING SURFACE. DISCHARGE TO A STABILIZED AREA EXTEND BASE A MIN. OF 12 -
FROM EDGES OF BAO.
CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG IN ACCORDANCE WITH THE
MANUFACTURING RECOMMENDATIONS. AS THE BAG FILLS WITH SEDIMENT, REDUCE PUMPING RATE.
REMOVE & PROPERLY DISPOSE OF FILTER SAO UPON COMPLETION OF PUMPING OPERATIONS OR AFTER BAG HAS
REACHED CAPACITY, WHICHEVER OCCURS FIRST. SPREAD THE DEW ATERED SEDIMENT FROM THE BAG IN AN APPROVED
UPLAND AREA AND STABILIZE WITH SEED AND MULCH BY THE END OF THE WORK DAY. RESTORE THE SURFACE AREA
BENEATH THIN BAG TO ORIGINAL CONDITION UPON REMOVAL OF THE DEVICE.
USE NONWOVEN GEOTEXTI LE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH THREAD. SIZE SLEEVE TO
ACCOMODATE A MAX. 4- DIA PUMP DISCHARGE HOSE THE BAG MUST BE MANUFACTURED FROM A NONWOVEN
GEOTEXTILE THAT MEETS OR EXCEEDS MIN. AVERAGE ROLL VAULES (MARV) FOR THE FOLLOWING:
ORAE TENISLE 250 LB ASTM D-46]2
PUNCTURE ISO LB AS D4R33
PLOW RATE -16 GAIJMIN F AS D 11
PERMITTIVITY(SEC') 12 SEC' ASTM D -Hl
UV RESISTANCE T STRENGTH ®500 HOURS ASTM 0.4355
APPARENT OPENING SUE (ADS) 0.15-0.I8MM ASTM D4751
SEAM STRENGTH 90% ASTM D4632
REPLACE FILTER BAG IF HAD CLOGS OR HAS RIPS, TEARS OR PUNCTURES. DURING OPERATION KEEP CONNECTION
BETWEEN PUMP HOSE AND FILTER BAG WATER TIGHT REPLACE BEDDING IF R BECOMES DISPLACED.
MI TPP RAl2 TJCTAII
tp
COLONIAL PIPELINE COMPANY
KErFHHIGHPUL 1 336-451-9824
LEGEND:
Dunn Strep
//ouma, LA 20760
S
Ph. 983888-0001
F..
Fts983851-0108
Ema/l: submarfuU+ubmsr.rom
Sy,.yq �aA Ptr
N'ebsire: irnTr'rubm4r.rom
ARENOTCONSTRUCT70NDR4WINGS THESE
POSTS
STEP STEP2 /
STAPLE STAPLE TWIST POST TOGETHESTAPLER STAPLE
STAPLE STAPLE
STEPJ i MAL
CONFIGURATION
STAPLE STAPLE
/OWING TWO ADJACENT SILT
_CF SECTIONS ITOP VIEW)
L USE WOOD POSTS IJ/4' 11-3/4' 11/16- (MINIMUM) SQUARE CUT OF SOUND QUALITY HARDWOOD. AS AN
ALTERNATIVETO WOODEN POSTUSE STANDARD T OR'U• SECTION STEEL POSTS WEIGHING NOT LESS
THAN 1 POUND PER LINEAR FOOT.
2. USE 36 INCH MINIMUM POSTS DRIVEN 16 INCH MINIMUM INTO GROUND NO MORE THAN 6 FEET APART.
J. USE WOVEN SLR FILM GEOTEXTiLE AS SPECIFIED IN SECTION H-1 MATERIALS AND FASTEN GEOTEXTILE
SESCURELY TG UPSLOPE SIDE OF PENCE POSTS WITH WIRE TIES OR STAPLES AT TDP AND MID-SECTION.
4. PROVIDE MANUFACTURER CERTIFICATION TOTHE AUTHORIZED REPRESENTATIVE OFTHE
INSPECTION/ENFORCEMENT AUTHORITY SHOWING THAT THE OEUTEXTILE USED MEETS THE
REQUIREMENTS IN SECTION H-1 MATERIALS.
5. EMBED GEOTEXTILE A MINIMUM OF B INCHES VERTICALLY INTO THE GROUND. BACKFILL AND COMPACT
THE SOILON BOTH SIDES OF FABRIC.
6. Wf1ERE TWO SECTIONS OF GEOTEXTILE ADJOIN:OVERLAP, TWIST AND STAPLE TO POST IN ACCORDANCE
WITH THIS DETAIL
T. E 7 ND BOTH ENDS OF THE SILT FENCE A MINIMUM OF FIVE HORIZONTAL FEET UPSLOPE AT 45 DEOREEP
TO THE MAIN FENCE ALIGNMENT TO PREVENT RUNOFF FROM GOING AROUND THE ENDS.
R REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVELOP IN SILT FENCE OR WHEN
SEDIMENT REACHES 25% OF FENCE HEIGHT. REPLACE OEOTEXTILE IF MEN. IF UNDERMINING OCCURS,
REINSTALLFENCE.
CII T FFMT`F ITFTAII
HOLLAND CHURCHRD.
JUNIPER BRANCH CREEK
WAKE COUNTY
COPYRIGHT C SCRLAR I\'C
20JS ALL RIGHYS RESER I'ED. 1 04/23/18
TYPICAL DETAILS
15429 1 C-105 I KJD I wD
('.�;' ..1 4D- • IT MM.
IT MM.
PLAN VIEW MULCH, LEAF I WOOD COMPOST,
GTR AP WOODCHIPS, SAND OR STRAW BALES
SLOPE
5%MAX.
)."AT1ON FILTER BAG CMM.
TIGHTLY SEAL SLEEVE AROUND ME PUMP DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE.
PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAFAVOOD COMPOST, WOOD CHIPS. SAND OR STRAW B:l1.E
LOCATED ON A LEVEL OR 5% MAX. SLOPING SURFACE. DISCHARGE TO A STABILIZED AREA EXTEND BASE A MIN. OF 12 -
FROM EDGES OF BAO.
CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG IN ACCORDANCE WITH THE
MANUFACTURING RECOMMENDATIONS. AS THE BAG FILLS WITH SEDIMENT, REDUCE PUMPING RATE.
REMOVE & PROPERLY DISPOSE OF FILTER SAO UPON COMPLETION OF PUMPING OPERATIONS OR AFTER BAG HAS
REACHED CAPACITY, WHICHEVER OCCURS FIRST. SPREAD THE DEW ATERED SEDIMENT FROM THE BAG IN AN APPROVED
UPLAND AREA AND STABILIZE WITH SEED AND MULCH BY THE END OF THE WORK DAY. RESTORE THE SURFACE AREA
BENEATH THIN BAG TO ORIGINAL CONDITION UPON REMOVAL OF THE DEVICE.
USE NONWOVEN GEOTEXTI LE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH THREAD. SIZE SLEEVE TO
ACCOMODATE A MAX. 4- DIA PUMP DISCHARGE HOSE THE BAG MUST BE MANUFACTURED FROM A NONWOVEN
GEOTEXTILE THAT MEETS OR EXCEEDS MIN. AVERAGE ROLL VAULES (MARV) FOR THE FOLLOWING:
ORAE TENISLE 250 LB ASTM D-46]2
PUNCTURE ISO LB AS D4R33
PLOW RATE -16 GAIJMIN F AS D 11
PERMITTIVITY(SEC') 12 SEC' ASTM D -Hl
UV RESISTANCE T STRENGTH ®500 HOURS ASTM 0.4355
APPARENT OPENING SUE (ADS) 0.15-0.I8MM ASTM D4751
SEAM STRENGTH 90% ASTM D4632
REPLACE FILTER BAG IF HAD CLOGS OR HAS RIPS, TEARS OR PUNCTURES. DURING OPERATION KEEP CONNECTION
BETWEEN PUMP HOSE AND FILTER BAG WATER TIGHT REPLACE BEDDING IF R BECOMES DISPLACED.
MI TPP RAl2 TJCTAII
tp
COLONIAL PIPELINE COMPANY
KErFHHIGHPUL 1 336-451-9824
LEGEND:

APPENDIX C
1w/;2LOCI 897_16I_1ill 19101612ji/_11ill kI =1k/_1ki[a]=11]13

PUMP
II
S�JMP W/INTAKE HOSE „-
FILTER� CREEN :OR`
SUBMERSIBLE PUMP I I I I
WATERBODY
— -_ -- —
SPOIL CONTAINMENT BERM
(SILT FENCE, HAY BALES
OR OTHER APPLICABLE
MATERIALS)
I II
SPOIL
II
I II
I II
III III
II II
I II II
FILTER BAG I I I
TROW ENGINEERING CONSULTANTS INC.
Trow E. (=) xs-,.,
GALE O4TE DRAWN APPROVED
NIS 01-29-2004 ALS -
DAM
MAINTAIN A MINIMUM 25'
VEGETATIVE BUFFER TO
THE EXTENT POSSIBLE
BACKHOE
FOR STREAM EQUIPMENT
CROSSINGS, SEE NOTE 14
SEE SHEET 2 FOR NOTES
a COLONIAL PIPELINE COMPANY
ATLW& GEORGIA
TYPICAL DAM AND PUMP
MAINTENANCE DIG
AT WATERBODY LESS THAN 15'
TROW PROJ. NO. DRAWING I SHEEP
THES0050362 I COL -0003 1 1 OF 2

DAM AND PUMP CROSSING
THE FOLLOWING IS A SEQUENCE OF CONSTRUCTION AND MITIGATION
MEASURES TO BE FOLLOWED AT ALL 'DAM AND PUMP' TYPE CROSSINGS.
SEQUENCE OF ACTIVITIES
STEP 1. IMPLEMENT THE TEMPORARY EROSION AND SEDIMENT CONTROLS.
STEP 2. INSTALL DRY STREAM CROSSING MATERIALS.
STEP 3. EXCAVATE TRENCH AND INSPECT OR REPLACE PIPE.
STEP 4. BACKFILL AND RESTORE STREAM BANKS.
STEP 5. REMOVE DAMS.
STEP 6. IMPLEMENT PERMANENT EROSION AND SEDIMENTATION CONTROLS.
NOTES:
1. SCHEDULE INSTREAM ACTIVITY FOR LOW FLOW PERIODS AND
FOR THE APPROPRIATE TIMING WINDOW.
2. MARK OUT AND MAINTAIN LIMITS OF AUTHORIZED WORK
AREAS WITH FENCING OR FLAGGING TAPE TO AVOID
UNNECESSARY DISTURBANCE OF VEGETATION. ENSURE
EQUIPMENT OPERATORS WORKING ON THE CROSSING HAVE
BEEN BRIEFED ABOUT THIS PLAN AND THE MEASURES
NEEDED TO PROTECT WATER QUALITY. INSTALL PRE—WORK
SEDIMENT CONTROL MEASURES AS SPECIFIED IN THE PLAN.
ALL NECESSARY EQUIPMENT AND MATERIALS TO BUILD THE
DAMS AND TO PUMP WATER MUST BE ON SITE OR READILY
AVAILABLE PRIOR TO COMMENCING IN—WATER CONSTRUCTION.
3. CONTRACTOR SHALL SUPPLY, INSTALL AND MAINTAIN SEDIMENT
CONTROL STRUCTURES, AS DEPICTED AND ALONG DOWN GRADIENT
SIDES OF WORK AREAS AND STAGING AREAS SUCH THAT NO
HEAVILY SILT LADEN WATER ENTERS WATERBODY.
a. NO HEAVILY SILT LADEN WATER SHALL BE DISCHARGED DIRECTLY
OR INDIRECTLY INTO THE WATERBODY.
b. EROSION AND SEDIMENT CONTROL STRUCTURE LOCATIONS AS
DEPICTED ARE APPROXIMATE AND MAY BE ADJUSTED AS DIRECTED
BY THE COMPANY INSPECTOR TO ACTUAL SITE CONDITIONS.
c. SILT FENCE OR HAY BALE INSTALLATIONS SHALL INCLUDE
REMOVABLE SECTIONS TO FACILITATE ACCESS DURING
CONSTRUCTION. UTILIZE HAY BALE BARRIERS ONLY IN LIEU
OF A SILT FENCE WHERE FREQUENT ACCESS IS REQUIRED.
d. SEDIMENT LADEN WATER FROM TRENCH DEWATERING SHALL BE
DISCHARGED TO A WELL VEGETATED UPLAND AREA, INTO A HAY
BALE DEWATERING STRUCTURE OR GEOTEXTILE FILTER BAG.
e. SEDIMENT CONTROL STRUCTURES MUST BE IN PLACE AT ALL
TIMES ACROSS THE DISTURBED PORTIONS OF THE RIGHT—OF—WAY
EXCEPT DURING EXCAVATION/INSTALLATION OF THE CROSSING PIPE.
4. TO THE EXTENT POSSIBLE, MAINTAIN A MINIMUM 25 FEET
VEGETATIVE BUFFER STRIP BETWEEN DISTURBED AREAS AND THE
WATERBODY. INSTALL AND MAINTAIN A SILT FENCE UPSLOPE
OF THE BUFFER STRIP ON EACH SIDE OF THE WATERBODY.
THE SILT FENCE SHOULD INCORPORATE REMOVABLE 'GATES' AS
REQUIRED TO ALLOW ACCESS WHILE MAINTAINING EASE OF
REPLACEMENT FOR OVERNIGHT OR DURING PERIODS OF RAINFALL.
5. CONSTRUCT A TEMPORARY SUMP UPSTREAM OF THE DAM AND
LINE WITH ROCKFILL IF A NATURAL POOL DOES NOT EXIST.
INSTALL THE PUMP OR PUMP INTAKE IN THE POOL OR SUMP.
DISCHARGE WATER ONTO AN ENERGY DISSIPATOR DOWNSTREAM
OF THE WORK AREA.
6, EXCAVATED MATERIAL MUST NOT BE STOCKPILED WITHIN 10 FT.
OF THE WATERBODY. THIS MATERIAL MUST BE CONTAINED
WITHIN BERM CONTAINMENT, WITH SECONDARY SILT FENCE
PROTECTION TO PREVENT SATURATED SOIL FROM FLOWING
BACK INTO THE WATERBODY.
7. CHEMICALS, FUELS, LUBRICATING OILS SHALL NOT BE STORED
AND NOR SHALL EQUIPMENT BE REFUELED WITHIN 100 Fr. OF THE
WATERBODY. PUMPS ARE TO BE REFUELED AS PER THE SPCC PLANS.
MAINTENANCE OF STREAMFLOW
IF THERE IS ANY FLOW IN THE WATERBODY, INSTALL
PUMPS TO MAINTAIN STREAMFLOW AROUND THE ISOLATED
SECTIONS OF CHANNEL. THE PUMP IS TO HAVE 1.5
TO 2 TIMES THE PUMPING CAPACITY OF ANTICIPATED FLOW.
A SECOND STANDBY PUMP OF EQUAL CAPACITY IS TO BE
READILY AVAILABLE AT ALL TIMES. AN ENERGY DISSIPATOR
IS TO BE BUILT TO ACCEPT PUMP DISCHARGE WITHOUT
STREAMBED OR STREAMBANK EROSION. IF THE WORK
IS PROLONGED BEYOND ONE DAY THE AREA NEEDS
TO BE MONITORED OVERNIGHT.
8. IF A REPLACEMENT, PIPE MAKE—UP AREAS ARE TO BE
LOCATED AT LEAST 50 FT. FROM THE WATER'S EDGE
(WHERE TOPOGRAPHIC CONDITIONS PERMIT) AND SHALL
BE THE MINIMUM AREA NEEDED.
9. DAMS ARE TO BE MADE OF STEEL PLATE, INFLATABLE PLASTIC
DAM, SAND BAGS, COBBLES, WELL GRADED COARSE GRAVEL FILL,
OR ROCK FILL. DAMS MAY NEED KEYING INTO THE BANKS AND
STREAMBED. ENSURE THAT THE DAM AND VEHICLE CROSSING (IF
NEEDED ARE LOCATED FAR ENOUGH APART TO ALLOW FOR A WIDE
EXCAVA ION. CAP FLUMES USED UNDER VEHICLE CROSSING
DURING DRY CROSSING.
10. DEWATER AREA BETWEEN DAMS IF POSSIBLE. DEWATERING
SHOULD OCCUR IN A STABLE VEGETATIVE AREA A MINIMUM OF
50 FT. FROM ANY WATERBODY. THE PUMP DISCHARGE SHOULD
BE DISCHARGED ONTO A STABLE SPILL PAD, FILTER BAG OR
HAY BALE STRUCTURE TO PREVENT LOCALIZED EROSION.
THE DISCHARGE WATER SHOULD ALSO BE FORCED INTO SHEET
FLOW IMMEDIATELY BEYOND THE SPILL PAD BY USING HAY BALES
AND THE NATURAL TOPOGRAPHY. DISCHARGED WATER SHALL NOT
BE ALLOWED TO FLOW INTO ANY WATERBODY OR WETLAND. IF IT
IS NOT POSSIBLE TO DEWATER THE EXCAVATION DUE TO SOILS
WITH A HIGH HYDRAULIC CONDUCTIVITY, THE EXCAVATION IS TO BE
CARRIED OUT IN THE STANDING WATER. PUMP ANY DISPLACED WATER
AS DESCRIBED ABOVE TO PREVENT OVERTOPPING OF DAMS.
11. INSPECT/REPAIR PIPELINE AS NEEDED.
12. CONTRACTOR SHALL RESTORE THE STREAM BED AND BANKS TO
APPROXIMATE PRE—CONSTRUCTION CONTOURS, BUT NOT TO
EXCEED 2:1 SLOPE.
a. CONTRACTOR SHALL INSTALL PERMANENT EROSION AND
SEDIMENT CONTROL STRUCTURES AS INDICATED ON A SITE
SPECIFIC BASIS. IN THE ABSENCE OF SITE SPECIFIC INFOR—
MATION, A FLEXIBLE CHANNEL LINER SUCH AS NAG C125 OR
C350 WHICH IS CAPABLE OF WITHSTANDING ANTICIPATED FLOW
SHALL BE INSTALLED. ALTERNATIVELY, ROCK RIP—RAP SHALL
BE INSTALLED.
b. ANY MATERIALS PLACED IN THE STREAM TO FACILITATE
CONSTRUCTION SHALL BE REMOVED DURING RESTORATION.
BANKS SHALL BE STABILIZED AND TEMPORARY SEDIMENT
BARRIERS INSTALLED AS SOON AS POSSIBLE AFTER IN—STREAM
WORK BUT WITHIN 24 HOURS OF COMPLETING IN—STREAM WORK.
c. MAINTAIN A SILT FENCE OR HAY BALE BARRIER ALONG
THE WATERBODY UNTIL VEGETATION IS ESTABLISHED IN
ADJACENT DISTURBED AREAS.
13. WHEN THE STREAMBED HAS BEEN RESTORED, THE CREEK BANKS
ARE TO BE CONTOURED TO A STABLE ANGLE AND PROTECTED
WITH EROSION RESISTANT MATERIAL COMPATIBLE WITH FLOW
VELOCITY BETWEEN DAMS (E.G., EROSION CONTROL BLANKETS,
CRIBBING, ROCK RIP—RAP, ETC.). THE DAMS ARE TO BE REMOVED
DOWNSTREAM FIRST. KEEP PUMP RUNNING UNTIL NORMAL FLOW
IS RESUMED. COMPLETE BANK TRIMMING AND EROSION PROTECTION.
IF SANDBAGS ARE USED FOR THE DAMS, PLACE AND REMOVE BY
HAND TO AVOID EQUIPMENT BREAKING BAGS.
14. TEMPORARY EQUIPMENT CROSSING CAN BE CONSTRUCTED USING EITHER
A FLUME CROSSING OR A TEMPORARY BRIDGE. FOR BRIDGE CROSSING
DETAILS, REFER TO THE TYPICAL RAILCAR BRIDGE CROSSING OR
TYPICAL MAT CROSSING DRAWINGS.
TROW ENGINEERING CONSULTANTS INC. /� COLONIAL PIPELINE COMPANY
[ ,no u[morourw e[w., sur[ xoo ruwuss[[, st. uv avoe C
M
ATLANTA, GEORGIA
TYPICAL DAM AND PUMP
MAINTENANCE DIG
REVISION 05-0`20" RAPPR. AT WATERBODY LESS THAN 15'
DATESCALE DATE DRAWN APPROVED TROW PROJ. N0. IXUWING SHEET
NTS 01-29-2004 ALS — THESDOSO.T92 COL—ODDx 1 2 OF 2

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

of large trees. The right of way is vegetated with undergrowth grasses and other
short vegetation.
• Vegetation will be reestablished within disturbed areas and along stream banks
as soon as possible upon completion of work. Disturbed areas will be seeded
with a wetland seed mixture
• All erosion and sediment control measures will be inspected every two weeks at a
minimum and after every significant rainfall event of 0.5 inch or more until
disturbed areas have been stabilized. Identified damages to control measures
must be repaired immediately.
Refuse and Waste Disposal
Colonial's representative will not allowthe Contractor to discard any litter, including
paper, bottles, cans, rags, sacks, welding rod stubs, fuel, crankcase draining, coating
materials, equipment, and junk pipe in the ditch or along the right-of-way. All refuse
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 Companywill select individuals to be responsible for inspections,
maintenance and repair activities, and completion of the inspection and
maintenance report. Personnel selected for inspection and maintenance
responsibilities will receive training from Colonial Pipeline Company or its
representative. Personnel must be trained in all practices necessary for maintaining
the erosion and sediment controls used on-site.
2

APPENDIX E
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 ful
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.
See Appendix A
N/A All subsurface utility lines must indicate the location of anti -seep collars.
Construction detail for anti -seep collars must be provided.
N/A Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.
® Plans should show that the hydrology of remaining wetlands on the site will be
maintained.
See Appendix A
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 F
USACE WILMINGTON DISTRICT PCN FORM

wAr_'9
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 12
PCN Form —Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
El Section 404 Permit El Section 10 Permit ®N/A
1 b.
Specify Nationwide Permit (NWP) number: 3 (a) & (c) or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑Yes ® No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
® Yes ❑ No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes ® No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2.
Project Information
2a.
Name of project:
Colonial Pipeline Company Line 22 MPC Wake Co. NC 2018
2b.
County:
Wake
2c.
Nearest municipality / town:
Raleigh
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: James A. Burnette and wife Rachel W. Burnette &
R.L. Rand and wife Margaret J. Rand; 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:
Raleigh (Wake County), North Carolina 27529
3f.
Telephone no.:
N/A
3g.
Fax no.:
N/A
3h.
Email address:
N/A
Page 1 of 12
PCN Form —Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify:
4b.
Name:
John Wyatt
4c.
Business name
(if applicable):
Colonial Pipeline Company (CPC)
4d. Street address:
5251 Hwy. 153 Suite C #365
4e.
City, state, zip:
Hixson, TN 37343
4f.
Telephone no.:
770-819-3557
4g.
Fax no.:
770-819-3567
4h.
Email address:
[e-mail]
S.
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):
1609201248
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.644020 Longitude: - 78.653780
(DD.DDDDDD) (-DD.DDDDDD)
1c.
Property size:
0.01-acre approximate work area
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
.Juniper Branch
proposed project:
2b.
Water Quality Classification of nearest receiving water:
C; NSW
2c.
River basin: map is available at
Neuse River Basin
hfp://h2o. enr. state. nc. us/admin/maps/
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The work is to be conducted within CPC's existing mowed and maintained right-of-way (ROW). Past high flow events
have resulted in stream bed and bank erosion in Juniper Branch (perennial stream) resulting in lack of required pipeline
protection.
3b.
List the total estimated acreage of all existing wetlands on the property:
0.45 -acre (0.15 -acre W1 & 0.30 -acre W2)
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 75 linear feet of Juniper Branch (perennial stream)
3d.
Explain the purpose of the proposed project:
Past high flow events have resulted in stream bed and bank erosion to Juniper Branch within CPC's right-of-way (ROW),
removing required pipeline protective cover over CPC's Line 22. CPC proposes to inspect the exposed line and replace
the required protective cover over the pipelines using pre -cast revetment mats.
3e.
Describe the overall project in detail, including the type of equipment to be used:
The maintenance location will be accessed through CPC's existing, mowed, and maintained ROW from Holland Church
Road using temporary prefabricated mats within the emergent wetland area to conduct the maintenance activity
(Appendix A). CPC intends to inspect Line 22 and replace the required minimal protective cover over the pipeline using
Submar pre -cast revetment mats to remediate the streambed/bank erosion. To re-establish the minimal pipeline
protective cover CPC intends to conduct the following: 1) excavate the eroded area on Line 22; 2) inspect and make
repairs to Line 22 as necessary; 3) backfill the excavation area; and 4) restore the streambed and bank to approximate
pre -erosion contours and elevations over Line 22 using Submar mats. These pre -cast mats will be keyed/imbedded into
the stream bed and banks in a manner that maintains grade and stream flow conditions (Appendix B).
To minimize sedimentation to Juniper Branch during the above-mentioned maintenance activity, dams constructed of
sand bags, steel plates, or water -inflatable plastic dams will be temporarily placed upstream of the maintenance area to
conduct maintenance activities "in -the -dry". The stream flow will be pumped around the maintenance area, discharging
immediately downstream via an energy dissipater to prevent stream scour. The pump used will be sufficiently sized to
accommodate the anticipated stream flow (Appendix C). The excavated soils will be ordered and temporarily stored in
the adjacent upland area (or wetland area if not practicable) on geotextile fabric or similar material.
Rip -rap will be used to stabilize the Submar mats in the stream bed on the downstream side and will be placed on an
erosion control blanket (geotextile fabric) and in a manner where the finished top elevation of the rip -rap does not exceed
that of the original stream bed. Once the required minimal protective pipeline cover (pre -cast revetment mats) are keyed
into the streambed in a manner that maintains existing grade and flow conditions of the stream, the temporary dams will
be removed, and normal streamflow will be restored.
The proposed maintenance activity includes work within Juniper Branch and a portion of emergent wetland abutting the
right stream bank. Specifically, CPC proposes to place 48 linear feet (If) of Submar mats and 10 If of rip -rap within Juniper
Branch (total 58 If of permanent impact). Also, an additional 10 If of Juniper Branch will be temporarily disturbed
associated with needed workspace to complete the required maintenance activity (total 68 If of temporary disturbance).
Additionally, 0.001 -acre (60 square feet) of Submar mats will be keyed into the emergent wetland area on the right stream
bank and approximately 0.002 -acre (75 square feet) of temporary excavation (total 0.003 -acre) (Appendix B).
CPC's standard erosion control practices will be employed (Appendix D). Specifically, the disturbed areas along the
stream bank will be revegetated with a grass seed mix and stabilized with straw and silt fence, while any disturbance
within the adjacent emergent wetland area will be reseeded with a native wetland seed mix and strawed.
Corblu respectfully requests 401 Water Quality Certification for the required maintenance work and the unavoidable
minimal impacts to 68 linear — feet of Juniper Branch (48 If of Submar mats, 10 If of rip -rap, and 10 If of temporary
workspace) and 0.003 -acre of emergent wetland (0.001 -acre of Submar mats and 0.002 -acre of temporary workspace)
within CPC's existing, mowed, and maintained ROW (Appendix B).
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 El Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ® No
6b.
If yes, explain.
Page 5 of 12

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
Submar matting
EI Yes
® Corps
W1 ® P [--IT
(right bank of
Emergent
®No
El DWQ
0.001
Juniper Branch)
W2 ❑ P ®T
Temporary
Excavation
Emergent
ElYes
® No
® Corps
❑ DWQ
0.002
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
0.003
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for.all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
Submar matting
® PER
® Corps
S1 ®P ❑ T
and rip rap bank
Juniper Branch
El INT
[:1 DWQ
4 feet
58 If
stabilization
S2 ❑ P ®T
Dam and pump
Juniper Branch
® PER
❑ INT
® Corps
❑ DWQ
4 feet
10 If
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
68 If
3i. Comments:
Page 6 of 12

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number -
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑ PEI T
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 ❑ Tar -Pa mlico F1 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.
B1 ❑P❑T
F-1 Yes
❑ No
B2 ❑P❑T
F1 Yes
❑ No
B3 ❑P❑T
❑Yes
❑ No
6h. Total buffer impacts
6i. Comments: Activity listed as exempt under 15A NCAC 02B.0233 (3)(b) as the pipeline use is existing and ongoing.
Page 7 of 12

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Past high flow events have resulted in stream bed and bank erosion in Juniper Branch within CPC's ROW, eroding the
minimal protective cover (MPC) over CPC's Line 22. The lack of surface pipeline protection at this project location has
resulted in conditions that may lead to potential damage to CPC's petroleum pipeline Line 22. Further, these conditions
are not consistent with CPC's or regulatory requirements for pipeline protection. Therefore, CPC is required to conduct
the work for the safety of the pipeline (unavoidable work).
b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
CPC will only conduct work within their mowed and maintained ROW, thereby minimizing impacts to the greatest extent
possible.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 8 of 12
PCN Form —Version 1.3 December 10, 2008 Version

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

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

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

S. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
® Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Potential species occurrences for Wake County, North Carolina were reviewed from the USFWS ECOS website
(https://ecos.fws.gov/ecpn prior to visiting the site. Also an official IPaC species list was requested for the project area
from the Raleigh Field Office on 4/24/2018. Please see PCN Form Attachment B - IPaC Report.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? J
❑ 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.nationalregisterofhistoricplaces.com/nc/Johnston/state.html. 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? FEMA ArcGIS flood layer
Michael A Barfield
/0L,:— e"-.,
5/23/2018
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 12 of 12

m
John M. Wyatt
Southeast District
Environmental Program Manager
April 25, 2018
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
DWQ Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
Subject: Authorization Letter
To Whom It May Concern:
Colonial Pipeline Company
Tel: [phone]
Colonial Pipeline Company (CPC) gives authorization to Corblu Ecology Group to serve as our agent
regarding North Carolina Division of Water Quality (DWQ)/U.S. Army Corps of Engineers (USACE) Pre -
Construction Notification (PCN) Application Forms. Should you have any questions or concerns please
contact me at the letterhead address or telephone number.
Sincerely,
John M. Wyatt
Southeast District
Environmental Program Manager
Colonial Pipeline Company 5251 Hwy 153 Suite C #365 Hixson, TN 37343

PCN FORM ATTACHMENT A — Easement Agreement

RIGHT OF 2597 SEE695T.Tract 807: 51 A
a,R —
Ten and 00/100------------------------------------------------
FOR AND INCONSIDERATION OF DOLLARS
10.00
tf I, the ramipt and adequacy, of which is hereby acknowledged.— ��'h L� �• 'v Ut/�L�� ///►s'
,lames A. Burnette and
Lir / f L' I�.1-G/�f L G�/ • /E � !/ /L�Yf /� L
wife, Rachel W. Burnette
hereinafter referred to as Granton (whether oma or morel, do hereby grant. bargain, sell, convey, and warrant now COLONIAL PIPELINE COMPANY, a Delaware corporation.
its sur emus and aaigna. hereinafter referred to as Grantee, an indefeasible .—at for a pipeline right of way with the right to cooswct, maintain, inspect, identify, operate,
protect, replace, repair, change the size of. and remar, a pipeline and appurtenances, includin markers. for the trsnspo tation d liquids, gases. solids, and/or mixtures of any or
all thereof. upon and along we he selected by Grantee, said right d way being reef in width andextrnding 4
reef from the port 11 P. r L y side tad 3 5 feet (tart the S ou t h e r 1 y side of the center lire of
the pipeline installed hereunder, together with the right to use a strip of lard feet in width adjacent to the said right our w.y -upon the
side themtf selected by GranteeI and running the length thereof. m tem work apo during construction of said pipeline, on, over, and through the following described lands,
d which Granton warrant they are the owners in fee simple, situated is oke County. Sate of North Cardin.. to.wit:
45 acres, more or leas, tract No. 2, as described in a Deed from Samuel Lee 'Penny and wife,
Frances P. Penny; Betty Joe Penny Jernigan and husband, James R. Jernigan TO Theodore 1.
Penny and wife, Genevieve Sandy Penny, dated 12/8/71, recorded in Bo 38, Page 468, in the
Register of Deeds Office of Wake County, North Carolina.
together with the right of unimpaired access to said pipeline and the right of ingress and egress on, over, and through Gunton' above-drscrib d land for soy 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 br tsh.
Grantors covemint and agree that they will not impound waw or construct buildings, structures, engineering works or other obstructions of any type whatsoever ort the above
described right of way strip unless authorized in writing by Grantee. The Granton agree to leave such pipelines undisturbed as to location and depth. These shall be covenanw ironing
with the land and shall be binding on Gnators, their heirs and assigns.
In addition to the above consideration. Grantee agrees to repair or to pay for any sctusl damage which may be done to growing crops, timber. fences, buildings, or other atrurturee
directly roused by Grantee exercising any rights herein granted: provided. however. alter the pipeline has been installed. Granter shall not be liable for damnars caused on the
right of way by keeping said right of way clear of trees, undergrowth, bah. buildings, structures, engineering works and obstructions in the exercise of its rights granted herein.
The pipeline mnstntcted hereunder by Granter acmes any portion of the ah e,"e,cribed land whirh is under adtivation shall. at the time of the c tructkn thereof. be baro]
to such depth as will mu interfere with Grantor' u of said land for normal cultivation required for the planting and tending of oro s; esospt that Granter, at its opthn, mar n tnu.t
its pipeline shoe the channel of any natural or man-made stream. mine, ditch or waercomnr.
It is agreed that any payment hereunder may be made direct to said Grantor, or any one of them, nr by depositing such payment to the credit of said Grantors, or any meof them,
in the Bank of
each of said Grantors.
and payment so made shall be deemed and considered as payment to
Delay of Granter in the use or exercise of any right or easement hereby granted, or in laying or installing the pipeline in or along said right of way, shall not result in the. has,
limitation or abandonment of any of the right, title, interest, easement or estate hereby granted.
The rights herein granted are divisible and assignable in whole or in part.
The terms, cvvenenta. std pea-ieicats d this right of way easement shall ..trod to and be binding upon the heirs, executors. administrators, personal reprearnutivn. anstcessas,
and aseignn of the parties hereto.
TO HAVE AND TO HOLD said rights and right of way, easement, estate and privileges over, in, through. and to the abovedescribed land unto the said Grantee, its successors
and assigtu, forever; and Granton do hereby bind themselves and their respective heirs, successors, executors, ad.iniewtors. and asaigna to warrant sad forever defend all and
singular said rights and easements unto :aid Grantee, its succewtn and assigns, and against every person whom.— lawfully claiming or to claim the same or any part thereof.
except as to restrictions and easements d record, if any.
COLO IAL P1Pc�i( J
ACCEPTED FOR
Cv , ✓
d
1N WMESS WHEREOF. the Grantors herein have hereunto set their hands and seats this / day of r^� 19�7.
Signed. se.led and -
ddivereoi in the altISoll
antes tar to
ISrll
Rachel W. Burnette
Isr.0
GRAIVIM
NC 3113-1A G• 7,(

• ACKNOWLEDGEMENT
BY INDIV DUAL GRANTOR(S�f2597 PAcE696
�•.
STATE OF NORTH CAROLINA
COUNTY OF
WITNESS my hand aml nota rial teal. this day of
My commission eypirrs
i Affix Notarial Scall
STATE OF NORTH CAROLINA
COON YOF
, a Notary Public far wid County and State. d„ h—b% ,—J, 11-
persamlly appeared hefty me this day and acknowledged the due —tion of the foregoing i -m —1
19
ACKNOWLEDGEMENT
BY INDIVIDUAL GRANTOR(S)
\„Inn I'ul,ll�
V
IAIRx Notarial Seal
ACKNOWLEDGEMENT
BY SUBSCRIBING WITNESS (ONLY ONE REQUIRED)
STATE OF NORTH CAROLINA
COUNTY OF 4/#wL
I• ��jk'�%\r� t'� w/1 e l ,_v -o IN M . a Notary Public farsaid C—ot, en.i State. do li—b, —if, thur
f /�%})u��I�V�'��• �/ r' ��y<� perrannaallly appeared before me this day. wad being mom. stated that in h / p—nt-r
(j✓/tI^ <`� ��%��i-//C /!/�� /'^ e/ `� signed-laekaurkdged the neanth•n.ta lr lljr, (n!eb nR inetmmrm.
4e" 1'JMk 11 «G�
W ITNES.4 my land and notarial sed the —!= dq oI �-�� C-L� w.w= t_ , 10 22
\1� Votan Pe6lk-'�� _
Yly commission expires .- / i• / $ I •. .
,Alf. Notarial Salt
*NOTE: Strike out the words not applicable.
ACKNOWLEDGEMENT
RY rnRPnRATE PRESIDENT OR VICE PRESIDENT
NOM CAROLINA—WAKE COYNiY /1 "-•TALj TH Rea) Estat?
9 nor y.—G>,�.2a� - �j R' INA =Excise Tax
That few d aMlfiuw _, of � ;t" !'� pl.. B —
----------- < y MARI3'l8 Q 0. So
i
(� t�
(am) certifled to be `ee is In had bd fw wglstrall" ores) suaetJd IN Mk
.Nice In Beh-$xyy J'-'710777'
- -------• �fp �L
Thh_._der_1!7 , 191-7., N1�:eZJ✓aea3�w
—t�t��/R. a. M (ENZI 1R., Reqs+... el Dae/s
BY DoPetlr Nq e{ Caeda
IAfRx Notarial Scall
a Notary Public for mid County and State, do hereby certify that
personally appeared before me thio day and acknawledged the due execution n{ the hwegoitm inswment. '
�p(
`--`' WITNESS my hand and notarial seal, thio
day at . 19
Notary Public (�
)�}I
MY cammimian expires
V
IAIRx Notarial Seal
ACKNOWLEDGEMENT
BY SUBSCRIBING WITNESS (ONLY ONE REQUIRED)
STATE OF NORTH CAROLINA
COUNTY OF 4/#wL
I• ��jk'�%\r� t'� w/1 e l ,_v -o IN M . a Notary Public farsaid C—ot, en.i State. do li—b, —if, thur
f /�%})u��I�V�'��• �/ r' ��y<� perrannaallly appeared before me this day. wad being mom. stated that in h / p—nt-r
(j✓/tI^ <`� ��%��i-//C /!/�� /'^ e/ `� signed-laekaurkdged the neanth•n.ta lr lljr, (n!eb nR inetmmrm.
4e" 1'JMk 11 «G�
W ITNES.4 my land and notarial sed the —!= dq oI �-�� C-L� w.w= t_ , 10 22
\1� Votan Pe6lk-'�� _
Yly commission expires .- / i• / $ I •. .
,Alf. Notarial Salt
*NOTE: Strike out the words not applicable.
ACKNOWLEDGEMENT
RY rnRPnRATE PRESIDENT OR VICE PRESIDENT
NOM CAROLINA—WAKE COYNiY /1 "-•TALj TH Rea) Estat?
9 nor y.—G>,�.2a� - �j R' INA =Excise Tax
That few d aMlfiuw _, of � ;t" !'� pl.. B —
----------- < y MARI3'l8 Q 0. So
i
(� t�
(am) certifled to be `ee is In had bd fw wglstrall" ores) suaetJd IN Mk
.Nice In Beh-$xyy J'-'710777'
- -------• �fp �L
Thh_._der_1!7 , 191-7., N1�:eZJ✓aea3�w
—t�t��/R. a. M (ENZI 1R., Reqs+... el Dae/s
BY DoPetlr Nq e{ Caeda
IAfRx Notarial Scall

:J 1565 PtiE 23 LL# Wb6.2
Map #<7
RIGHT OF WAY EASEMENT OPTION rods 171+
FOR AND IN CONSIDERATION OF len and no/100 .............. ( 310. 00) DOLLARS,
the receipt of which is hereby acknowledged, and the further consideration of $1. 00 Per rod q(7 xom.
to be paid within the period hereinafter provided, "' `• 11=6 and Maxparet J. Rand his wife_
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 tight of wlp
with the right to construct, maintain, inaDert, operate. Drotect, replace, repair, change the size of, and remove a pipe line
for the transportation of liquids anVor gases. upon and along a route to be selected by Grantee. said right of way being
5o feet in width XLnXWVMD XK)[0I0Ltbd
i5ii 7iftiK on, over, and through the following described lands, of which Grantors warrant they are the owners in fee simple,
situated in "'iie County. State of l'•Carolil:'. to—wit:
120 acres. more or less, as described in Deed Books
1135 959 959 and Pages 428, 313, 315, in the Office
of the Register of Deeds of Wake County, North Carolina.
together with the right of unimpaired access to said pipe line and the right of Ingress and egress on. over, and 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 tur 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
cuitivation required for the planting and tending of crops: except that Grantee, at its option, may construct its pipe line above
the channel of any natural or man-made stream, ravine, ditch, or other watercourses
As a part of the consideration hereinabove set forth. Grantors hereby grant unto said Grantee. its successors and
assigns, the right at any time to construct• operate, and maintain an additional pipe line or pipe lines substantially parallel
to the first pipe line constructed by Grantee on Grantors' land, above described and Grantee agrees to pay Grantors the sum of
S 1 • CIO per red for each additional pipe line constructed, said payment to be made before construction commences.
Said additional pipe line or pipe lines shall be subject to the same rights, privileges, and covenants as set forth in this Right
Of Way Easement.
This Option shall extend for a period of 12 months from the date hereof, during which time Grantee may enter upon
the premises for making surveys and performing work incidental thereto to locate the route of the initial pipe line to be con-
structed. Grantee may exercise this Option at any time during such period by paying to Grantors the aforesaid further consider-
ation of S 1 • 00 / rod . and upon making such payment this Option shall become an indefeasible right of way easement to
be held by Grantee, Its successors and assigns. If Grantee fails to pay said further consideration within said 12 month
period, this Option shall cease and terminate.
It Is agreed that any payment hereunder may be made direct to said Grantors, or snv one of them, or by depositing such
payment to the credit of said Grantors. or any one of them. in the — i•Ori- Bank of l'O'iC and payment so made shall be deemed aid 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 war, 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 tic event a second (2rd) line shall l,e laid ,thc line will be confined to t'.
fifty(50) foot Right of way as described above and as is surveyed and staked.
IN WITNESS WHEREOF, the Grantors herein have hereunto set their hands d seal 1-1-221 of dl'sy 19
Siggnned, sealed, and
deliv red in th resence o ���---}}}---��� (Seal)
�..L.�tartd �
(sea))
i�.A.Irown,nEente�xaa' ?'ai. •et J.t
(Seal)
Grantors
4 r l{'.IM

V BCOK1565 PAGE -324 V
INDIVIDUAL ACKNOWLEDGMENT
STATE OF NORTH CAROLINA
COUNTY OF 1 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
My term of office expires on the day of
Notary Public
STATE OF NORTH CAROLINA
COUNTY OF
INDIVIDUAL ACKNOWLEDGMENT
I SS
do hereby certify that
personally appeared before me this day and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal this, thedayof . 19_
My term of office expires on the --day of Notary Public
19.
PROOF BY SUBSCRIBING WITNESS
STATE OF NORTH CAROLINA
COUNTY OF—znie
O'Neal Woodardor —County,state.f North Carolina
certify th.t---- A. Brown
personally appeared before me this day, and being duly sworn, stated that in his present:
R. L. Rand and wife, �argaret J. Rand -----signed the foregoing instrument.
�\` Witness my hand and official seal, this ___2tA_day of— July
My term of office expires on the 1.2 say of
Notary Public
AT- Annie O'Neal Woodard
STATE 0FtJJ@AW, I
The foregoing certificate of
=----
is adjudged to be correct. Let the instrument with the cezqt'ficates, be registered.
INTITNESS my hand this the ----- --- day of-------
("AAA _-rt�
Clerk gup;w�_rl Court
4
/V "'- AU614
1ga
Filed for registration at --I/-: ----- o'clock---------_-- day of -------I--J-- -------- 19
_YL'�A
and registered in the office of the Register of Deeds for ------------------ _: -----4---A-
-------- County,
in Book_ Z-5J� Page- — ---------AUG 2 -----
-----------------------------------
Regi)Ur of Deeds

PCN FORM ATTACHMENT B — IPaC Report

Q�� O i fl`NI hM ILll llf
/ United States Department of the Interior
FISH AND WILDLIFE SERVICE
! Raleigh Ecological Services Field Office
�4Q" s .s Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To: April 24, 2018
Consultation Code: 04EN2000-2018-SLI-0610
Event Code: 04EN2000-2018-E-01333
Project Name: CPC Line 22 MPC Wake Co. NC
Subject: List of threatened and endangered species that may occur in your proposed project
location, and/or may be affected by your proposed project
To Whom It May Concern:
The 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 etseq.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally -listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or

04/24/2018 Event Code: 04EN2000-2018-E-01333
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/CurrentBirdlssues/Hazards/towers/towers.htm; http://
www.towerkill.com; and http://www.fws. og v/migrator3birds/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 atjohn—[e-mail].

04/24/2018 Event Code: 04EN2000-2018-E-01333
Attachment(s):
• Official Species List

04/24/2018 Event Code: 04EN2000-2018-E-01333
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]

04/24/2018 Event Code: 04EN2000-2018-E-01333 2
Project Summary
Consultation Code: 04EN2000-2018-SLI-0610
Event Code: 04EN2000-2018-E-01333
Project Name: CPC Line 22 MPC Wake Co. NC
Project Type: OIL OR GAS
Project Description: Pipeline maintenance restoring minimal protective cover
Project Location:
Approximate location of the project can be viewed in Google Maps: https://
www.google.com/mgps/Xlace/35.644027934678746N78.65573480418834W
Counties: Wake, NC

04/24/2018
Event Code: 04EN2000-2018-E-01333
Endangered Species Act Species
There is a total of 3 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesl, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
NAME STATUS
Red -cockaded Woodpecker Picoides borealis Endangered
No critical habitat has been designated for this species.
Species profile: htWs:Hecos.fws.gov/ecp/species/7614
NAME STATUS
Dwarf Wedgemussel Alasmidonta heterodon Endangered
No critical habitat has been designated for this species.
Species profile: hgps:///ecos.fvvs.gov/ecl2/species/784
Flowering Plants
NAME STATUS
Michaux's Sumac Rhus michauxii Endangered
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws. og v/ecp/species/5217

04/24/2018 Event Code: 04EN2000-2018-E-01333
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

PCN FORM ATTACHMENT C — NRHP Map

PCN FORM ATTACHMENT D — FEMA/FIRM Map

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