20140499 Ver 1_401 Application_20140514

corblu
ECOLOGY GROUP
20140499
3225 South Cherokee Lane, Bldg. 800
Woodstock, Georgia 30188
Phone: [phone]
towYp,t"a"W &A-0f 5y"AtAisi
IJL DWiZ
We are sending you .attached
following items:
❑ Drawings
❑Copy of Letter
LETTER OF TRANSMITTAL
Date: c>5-b2 Zo%q Project No.: 01— dy t S o i _
Project: (� \ov+ec.1 Rpe\tv.Q C c u , "jiA4M tc.e
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❑ under separate cover via the
❑Prints ❑Plans ❑Samples []Specifications
Copies I Date or No. Description
\ I TO H G�.� . L 2 O t)JP oa
These are transmitted as checked below:
[]For Approval ❑No Exception Noted ❑Revise and Submit
25-or Your Use ❑Make Corrections Noted ❑Submit Specified Item
s Requested ❑Rejected ❑For Review & Comment
❑
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corblu
ECOLOGY GROUP
May 5, 2014
Mr. Craig Brown
pplD
2 01 4 099
O,o
)010
N.0.1340, of iNR
MAY 012014
Vvins?cn -salem
Regional Office
U.S. Army Corps of Engineers
Wilmington District, Raleigh Field Office
3331 Heritage Trade Drive, Suite 105 -- - -- D
Wake Forest, North Carolina 27587
MAY 1 6 2014 �
Subject: Pre - Construction Notification
Nationwide Permit No. 18 ' w� y
Colonial Pipeline Company
Pipeline Maintenance
Hickory Creek
Guilford County, North Carolina
Corblu Project No. 02- 041901 — Line 22 Exposure
Dear Mr. Brown:
On behalf of our client, Colonial Pipeline Company (CPC), Corblu Ecology Group, LLC ( Corblu)
respectfully requests authorization for the above referenced project pursuant to the use of
Nationwide Permit (NWP) No. 18 for Minor Discharges associated with the required
maintenance /pipeline protection of three existing and serviceable CPC pipelines (Lines 22, 23,
and 24). The proposed actions consist of streambed stabilization to cover exposed pipelines,
pipeline maintenance, and protection within CPC's maintained right -of -way (ROW). The
proposed activities will require temporary disturbance to Hickory Creek, a perennial stream
located in Guilford County (35.99166 °N, 79.84962 °W), North Carolina (Figure 1).
Background
CPC is committed to operating their pipelines and support facilities in a manner that protects the
safety of the public, the environment, and its workforce. The proposed pipeline maintenance is
required to restore pipeline protection and integrity. The ROW contains three CPC pipelines
that transport refined petroleum, Line 22 (16 -inch diameter), and Lines 23 and 24 (8 -inch
diameter). Recent heavy rain events have caused lateral migration of the streambed, and the
associated downgrading has exposed Line 23 within the stream channel; thus, the require

Pee- Construction Notification — NWP 18
Hickory Creek - Exposed Line
V,
May 5, 2014
Corblu Project No 02- 041901
pipeline protection has been lost. As required by the U S. Department of Transportation
(USDOT), the pipeline regulatory authority, CPC must inspect, repair, and add pipeline
protection for the exposed pipeline at this location.
Proposed Activity in Waters of'the U.S.
The maintenance activity will require temporary disturbance to approximately 75 linear feet of
Hickory Creek to stabilize the streambed and banks to protect the existing pipelines at the
project location
To ensure the integrity of the Line 23 at this location, CPC' will initially inspect ,the line for any
damage. This will require CPC to excavate a small pit at the maintenance location, which will
'allow CPC personnel to inspect the 'integrity of the subject pipeline segment To minimize
sedimentation to Hickory Creek during inspection and subsequent maintenance activities,
dam(s) constructed of sand bags, steel plates; or water - inflatable plastic dams will be
temporarily placed upstream of the maintenance .area The stream flow will be pumped around
the maintenance area and discharged immediately downstream via an energy dissipater to
prevent stream scour, The pump will be sufficiently sized to accommodate the stream flow
(Appendix A)
As an alternative method to using a pump, CPC may use a steel pipe flume to convey the
stream flow through the reach of stream to be disturbed. The flume will, be used to maintain
flow to the downstream side of the disturbed area, and the excavation will be carried out under
the flume (Appendix B) Both techniques allow the maintenance to take place without contact to
flowing water (i e, "in the dry"), thus reducing downstream sedimentation
Following the pipeline inspection and potential repairs, the stream banks reshaped to,'increase
stability and prepare the `bank for the proposed matting system. The pipeline will be protected
using pre - casted articulated grout revetment mats placed within CPC existing ROW, over Lines
'22, 23, and 24 (Appendix G) Specifically„ the articulated grout mats and rip -rap will be placed,
within 75 linear feet of the stream channel ,and, bank The quantity of "fill material" below the,
plane of the ordinary high water mark will not exceed 24 cubic,yards

Pre - Construction Notification — NWP 18
Hickory Creek -Exposed Line
3
May 5, 2014
Corblu Project No 02- 041901
During the maintenance and subsequent stabilization CP`C's Soil Erosion and Sedimentation
Control Plan will be implemented to protect the stream from sedimentation (Appendix D). There
will be minimal disturbance to jurisdictional waters located outside of CPC's ROW
Nationwide Permit General Conditions Summary
We have provided 'the 'following 'information to document compliance with the USACE, NWP
,general conditions Each condition and �subcategory'is itemized below
General Condition, 1 — Navigation
The proposed project does not occur within navigable waters.
General Condition 2 = Aquatic Life Movements
The discharge of fill material within the streambed will be minimal. The revetment mats
will be `keyed" 'Into the streambed and will not impede the passage--of normal stream
flow or aquatic life
General Condition 3 — Spawning Areas
Not applicable
General Condition 4 — Migratory Bird Breeding Areas
Not applicable
General Condition 5 — Shellfish Beds
Not applicable.
General Condition 6 — Suitable Material
Material used for the proposed maintenance activities will be free from toxic pollutants.
General -Condition 7 — Water Supply Intakes
The proposed construction is not in proximity to a water supply intake.
General Condition 8 — Adverse Effects from Impoundments
Not applicable
General Condition 9 — Management of Water Flows
During the proposed activities, water flows will be maintained during the maintenance
activity by the use of either a dam and pump system (Appendix A) or a flume used to
convey normal flow of the stream (Appendix B). Also; the revetment mats will be

Pre - Construction Notification — NWP 18
Hickory Creek - Exposed Line
4
Mayb,2014
Corblu Project No 02- 041901
"keyed" in to the upstream end of the disturbed areas to prevent impediment of stream
flow (Appendix C)
General Condition 10 — Fills Withmi'the 100 -Year Floodplains,
The project will not result in above grade fill place within the 100 -Year floodplain
General Condition 11 — Equipment
Equipment will be operated from stream banks.
General_ Condition 12 — Soil Erosion and Sediment Controls
Best Management ,Practices and proper erosion and sedimentation controls w_ ill be
followed during the maintenance activities (Appendix D)
General Condition 13 — Removal ofTemporary Fills
All temporary water flow diversion devices will be completely removed immediately
following the maintenance activity
General Condition 14 — Proper Maintenance
The existing pipelines, and ROW will continue 'to, be maintained and inspected on a
regular basis to ensure public safety.
General Condition 15 — Single and Complete Project
The maintenance site meets the definition of a single and completed project as defined
at 33, CFR 330 2(1)_
General Condition 16 — Wild and Scenic Rivers
The project site is not located in or�adjacent'to a Wild and Scenic River.
General Condition -17 — Tribal Rights
The project site is not located within or adjacent to an Indian reservation or nation.
General Condition 18 — Endangered Species
According to the current U S. Fish and Wildlife Service (USFWS) database, one
federally protected species ,is listed as potentially occurring in Guilford County (small -
whorled pagonia, Isotria medeoloides) However, suitable habitat is, not present in the
maintained and mowed right -of -way within the proposed project site The project site
does not include critical habitat for any federally protected species
General Condition 19 — Migratory Birds and Bald and Golden Eagle Permits
Not applicable.

Pre - Construction Notification — NWP 18
Hickory Creek = Exposed Line
:General Condition 20 — Historic Properties
May 5, 2014
Corblu Project No 02- 041901
Corblu completed a cultural resources literature review on the National Registry of
Historical Places (NHRP) ,for the project site. Based on the information available .during
the literature review, no NHRP eligible /listed properties are recorded within the project
site The nearest historic resource is the Rehobeth United Methodist Church Cemetery
approximately 1.5- linear miles east of the project'area
General Condition 21 — Discovery of Previously Unknown Remains and Artifacts
The district engineer,wdl ,be contacted immediately upon the discovery of any previously
unknown historic, cultural or archeological remains and artifacts
General Condition 22 — Designated Critical Resource Waters
Not applicable
General Condition 23 — Mitigation
The proposed pipeline maintenance activities have been designed to avoid and minimize
impacts to jurisdictional waters to the maximum extent, practical. The temporary stream
disturbances do not exceed any of the USACE, Wilmington District, National Permit
Regional Conditions requiring mitigations [Refer to USACE, Wilmington District,
Regional Condition 3 (2) below]. Nevertheless, the proposed bank stabilization
completed, to maintain and protect the existing pipelines will result in improved water
quality of the stream by reducing soil and bank erosion, which will offset the
minor /temporary disturbances associated with the required ;pipeline maintenance. To
ensure the existing plant community is reestablished following the proposed activity,
CPC will segregate the excavated topsoil containing seeds and rhizomes, from the
subsoil. Upon completion of the pipeline maintenance, the soil, layers will be replaced in
proper order
General Condition 24 — Safety of Impoundment'Structures
Not applicable.
General Condition 25 — Water Quality
The activity will be in accordance with the conditions of the North Carolina Division of
Water Quality (DWQ) General Certifications for NWP 18 ,(WQC No. ,3890)
General Condition 26 — Coastal Zone Management
Not applicable
General Condition, 27 — Regional and Case -by -Case Conditions
10 Excluded Waters
1.1 Waters designated as anadromous fish spawning areas work is prohibited
from February 15 — April 30, unless approved by North Carolina Division
5

Pre- Construction Notification — NWP 18
Hickory Creek - Exposed Line
C
May 5, 2014
Corblu Project No 02- 041901
of Marine Fisheries or North Carolina Wildlife Resource Commission and
the U S. Army Corps of Engineers.
Not applicable; Hickory Creek is not designated as anadromous
fish habitat
1.2 Waters within North Carolina's 25 designated trout counties work is
prohibited from October 15 — April 1 -5, unless approved by North Carolina
Wildlife Resources Commission
Not applicable
1 3 Waters of the U S. designated as sturgeon spawning areas work is
prohibited from February 1 — June 30, unless approved by National
Marine Fisheries Service
Not applicable
20 -Waters subject to additional notification requirements,
21 Western NC Counties that Drain to Designated Critical Habitat Waters of
the U S (Avery, Cherokee, Forsyth, Graham, Haywood, Henderson;
Jackson, Macon, Mecklenburg, Mitchell, Stokes, Surry, Swain,
Transylvania, Union, and Yancey).
Not applicable.
22 Special Designated Waters; Waters designated as "Outstanding
Resource Waters" (ORW), "High Quality Waters" (HQW), "Inland Primary
Nursery Areas" (IPNA), contiguous wetlands, or "Primary Nursery Areas"
(PNA).
Not applicable
23 Waters in a designated "Area of Environmental Concern" (AEC) in the 20
coastal counties of eastern North Carolina.
Not applicable
24 Waters on a Barrier Island of North Carolina
Not applicable
25 "Mountain or Piedmont Bog" of North Carolina.
Not applicable
26 Animal Waste Facilities of North Carolina
Not applicable

Pre - Construction Notification — NWP 18 May 5, 2014
Hickory Creek - Exposed Line Corblu Project No 02- 041901
2.7 Mountain Trout Waters within the 25 designated counties of North
Carolina
Not applicable
3.0 List of Final Wilmington District Regional Modifications and Conditions for All
Nationwide Permits:
31 Limitation of Loss of Perennial Stream Bed
The proposed activity will, temporarily disturb less than 300 linear
feet of stream
32 Mitigation for Loss of Stream Bed'Exceeding 150 Feet
Temporary stream disturbance is less than 150 linear feet, and the
proposed pipeline protection activity will result in improved water
quality and the aquatic environment by reducing_ future bank
erosion and stream turbidity.
33 Pre - construction Notification for Loss of Streambed Exceeding 150 Feet
Not applicable (i e , the proposed activity will disturb less than 150
linear feet of stream)
34 Restriction on Use of Live Concrete.
The revetment mats are pre -cast and fully hardened prior to
placement'withm the stream bed.
35 Requirements for Using Riprap for Bank Stabilization:
3 5 1 Filter cloth must be placed underneath the nprap as an additional
requirement of its use in North Carolina waters
Geotextile fabric shall be placed along the stream bank
and channel ,prior to the addition of any rip rap (longitudinal
peak stone toe protection, LPSTP)
3.5 2 The placement of nprap shall be limited to areas depicted on
submitted work plan drawings
Riprap (LPSTP) shall be placed in limited areas as
depicted In the detailed site drawings (Appendix C)
3 5.3 The nprap material shall be clean and free from loose dirt or any
,pollutant except in trace quantities that would not have an adverse
environmental effect
Only, suitable material free from loose dirt or any pollutants
will be used for nprap (LPSTP)
7 -

Pre- Construction,Notification — NWP 18 May 5, 2014
Hickory Creek - Exposed Line Corblu Project No 02- 041901
3,5 4 It shall be of a size sufficient to prevent its movement from the
authorized alignment by natural forces under normal conditions.
The revetment mats and riprap (LPSTP) stabilization
systems will be designed to withstand maximum
anticipated discharges within the channel
3 5 5 The riprap material shall consist of clean rock or masonry material
such as, but not limited to, granite, marl, ot'broken concrete
Riprap (LPSTP) material will consist of clean rock or
masonry material.
3 5 6 A waiver from the specifications in this Regional Condition may be
requested in writing The waiver will only be issued if it can be
demonstrated that the 'impacts of complying with this Regional
condition would result in greater adverse impacts to the aquatic
environment.
Not applicable
36 Safe Passage Requirements for Culvert Placement
Not applicable.
37 Notification to NCDENR Shellfish Sanitation.
Not applicable
38 Preservation of Submerged Aquatic Vegetation
Not applicable, the stream does not contain submerged aquatic
vegetation.
3.9 Sedimentation and Erosional Control Structures, and Measures
3.9 -1 All PCNs will identify and descri be sedimentation and erosion
control structures and measures proposed for placement in waters of the
0 S.
Please see CPC's Soil Erosion and Sediment Control Plan
(Appendix D)
40 Additional Regional Conditions for Specific, Nationwide Permits.
41-4.5 Not applicable.
46 NWP, #18 — Minor Discharges
This NWP will not be used in conjunction with NWP #14 to create
upland.
:3

Pre - Construction Notification — NWP 18 May 5, 2014
Hickor,Creek - Exposed Line Corblu Project No 02- 041901
4.7-4.23 Not applicable.
DWQ General Certification Conditions for NWP 18 (WQC No. 3890)
1 No impacts beyond, those authorized in the written approval or beyond the threshold of
use of this certification
The only disturbances shall be those described above
2 Standard Erosion and Sediment Control Practices
Best Management Practices and proper erosion and sedimentation controls will
be followed during, the maintenance activity (Appendix D).
3 No Sediment and Erosion Control Measures in Wetlands or Waters
All erosion control devices (i e.-, silt fence and /or staked hay bales) will be
installed in uplands, and removed upon the re- establishment of vegetation at the
site.
4 Construction Stormwater Permit NCG010000
Not applicable, the project will disturb less than one acre of land
5 Construction Moratoriums and Coordination
Not applicable
6 Work in the Dry
Techniques will be used that allow the maintenance to take place without contact
to flowing water (i.e., "in the dry"), thus reducing downstream sedimentation
(Appendices A and B)
7' Riparian Area Protection (Buffer) Rules
Not applicable, the site is not located within the Catawba, Neuse, or Tar - Pamlico
River Basins or in the Randleman, Jordan Lake, or Goose Creek watersheds.
8 If concrete is used during the construction, then a dry work area should be maintained to
prevent direct contact between curing concrete and stream water
Not applicable, Only pre -cast, fully cured concrete Will be used during
construction
9 Bridge deck drains shall not discharge directly into the stream
Not applicable
0

Pre - Construction Notification — NWP 18
Hickory Creek - ,Exposed Line
10. Compensatory Mitigation
May 5, 2014
Corblu Project No 02- 041901
Not applicable, less than 150 linear 'feet of temporary stream disturbance
proposed at the project site.
11 For all activities requiring re- alignment of streams, a stream relocation plan must be
Included for written Division, approval.
Not applicable, the stream will not be relocated.
12 Stormwater,Management Plan
Not applicable, the project does not involve impervious surface cover.
13 Placement of Culverts and' Other Structures in Waters and Wetlands
The revetment mats will be placed below the streambed elevation as depicted in
Appendix ,C
14 All temporary fill and culverts shall be removed and the Impacted area returned to
natural conditions within 60 days of the determination that the temporary impact is no
longer necessary
The temporary water control devices will be removed immediately once the
project is complete The eroded area with the addition of prefabricated
revetment mats for the require pipeline protection will be returned to Its natural
conditions at project completion (See General Condition 13 — USACE,
Wilmington District).
15. All temporary pipes /culverts/ riprap pads shall be Installed in all streams outlined in the
most recent edition of the North Carolina Sediment and Erosion Control Planning and
,Design Manual or the North Carolina Surface Mining Manual so as to not restrict stream
flow or cause disequilibrium during use of this General Certification
Water control devices will be installed prior to streambed stabilization so the
project area will be "in the dry" while allowing water to continue to flow
downstream of the project site The pump and dam or flume system will be
installed in the stream as outlined in the North Carolina Sediment and Erosion
Control Planning and Design Manual or the North Carolina Surface Mining
Manual so as to not impede natural flow
16: Any riprap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the area directly impacts by the
approved construction activity
The riprap will only be used in the above described maintenance location in
areas which directly impact the approved maintenance activity
iiD]

Pre - Construction Notification — NWP 18
Hickory Creek - nExposed Line
11
May 5, 2014
Corblu Project No 02- 041901
17 Any nprap used for stream stabilization shall be a size and density so as to not be able
to be carried off by wave, current action, or stream flows and consist of clean rock or
masonry material from of debris and toxic pollutants.
Clean, pollutant =free riprap used for stream stabilization will be of proper size and
density so as not to be carried off by waves, current action, or streamflow
1,8. Fertilizer application
Not applicable, once maintenance activities are complete, proper seed ,mix will
be used to re- vegetate the banks
19 If this Water Quality Certification is used to access building sites, then all lots owned by
the applicant must be buildable without additional impacts to streams or`wetlands
'Not applicable
20 Deed notifications or similar mechanisms shall be placed on all retained jurisdictional
wetlands, waters and protective buffers in order °to assure compliance for future wetland,
water and buffer impact
Not applicable
21. If an environmental document is required under the National or State Environmental'
Policy Act (NEPA or SEPA), then this General Certification is not valid until a Finding of
No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse
Not applicable.
22. In the twenty (20) coastal counties, the appropriate DWQ Regional Office must be
contacted to determine if Coastal Stormwater Regulations will be required
Not applicable.
23 This General Certificate does not relieve the applicant of the responsibility to obtain all
other required Federal, State, or Local approvals.
Prior to construction activities, all required Federal, State, and Local approvals
will be obtained.
24 The applicant/permittee and their authorized agents shall conduct all activities in a
manner consistent with State water quality standards and any other appropriate
requirements of State and Federal Law.
All activities will be conducted in a manner consistent with state water quality
standards, and appropriate requirements of State and Federal law

Pre - Construction Notification — NWP 18
Hickory Creek - Exposed Line
12
May 5, 2014
Corblu Project No 02- 041901
25. When written authorization ,is required for,use of this certification, upon completion of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be required to return the certificate of completion attached to the approval
Corblu, on behalf, of CPC, will conduct a compliance visit and submit a
Certification of Completion letter upon the completion of the pipeline
maintenance project.
26 ,Additional site - specific conditions, including monitoring and /or modeling requirements,
may be added to the written approval letter for projects proposed under this Water
Quality Certification In order to ensure compliance with all applicable water quality and
effluent standards.
Corblu understands that additional conditions or requirements may be added to
the written approval letter
27 This certification grants permission to the director„ and authorized representative of the
Director, or DENR staff, upon the presentation of proper credentials, to enter the
[property during normal business hours.
Corblu understands that the property may be entered by authorized individuals,
during normal business hours
This General Certification shall expire on the same day as the expiration date of the
corresponding Nationwide Permit (i e, NWP 18). The conditions in effect on the date of
issuance of Certification for a specific project shall remain 1n effect for the life of the
project, regardless of'the expiration date of the this Certification
General Condition 28 — Use of Multiple Nationwide Permits
The proposed project will not require the use of multiple NWPs.
General Condition 29 — Transfer ,of Nationwide Permit Verifications
Not applicable. However, if the permittee sells the property associated with this project,
a letter requesting transfer of this permit will be provided to the USACE.
General Condition 30 — Compliance Certification
A signed certification will be provided to the USACE following completion of the
permitted activity and required mitigation. The certification will include.
a) A statement ,that the authorized work was conducted in accordance with USACE
authorization, Including any general, regional, or activity - specific conditions,
b) A statement that any required,mltigatlonwas completed in accordance with the permit
conditions, and
c) The signature of'the permittee certifying the completion of the work and mitigation

Pre - Constriction Notification— NWP 18 May 5, 2014
Hickory Creek - Exposed Line Corblu Project No 02- 041901
General Condition 31 — Pre - Construction Notification
The perspective permlttee shall not begin the proposed activities until either
(1) He or she is notified in writing by the district engineer that the activity may proceed,
under the NWP with any conditions imposed by the district or district engineer, or
�(2)� 45 calendar days have passed from the district engineer's receipt of 'the complete
PCN and'the perspective permlttee has not received written notice from'the district or
district engineer
Corblu believes that the contents of this package constitute a complete PCN The
following information addresses NWP General Condition 31 (b) Contents of Pre -
Construction Notification:
1) Name, address, and telephone numbers of -the prospective permittee
Mr Jeff Richards
Colonial Pipeline Company
5251 Highway 153
Suite �C, #365
Hixson,'TN 37343
(423) 365 -1187
2) Location of the proposed project
The proposed';pipeline maintenance project is located in Guilford County
(35.99166 0N, 79.84962 0W), North Carolina (Figure 1) Project location is
near Bishop Road, where Hickory Creek intersects CPC's pipeline right -
of -way
3) Project description, purpose, and effect:
See the "Background" and "Proposed Activities in Waters of the U S "
sections of,this .PCN.
4) Delineation of affected special aquatic sites*
Corblu conducted the field delineation of the project site on February 19,
2014 The only feature considered to be jurisdictional waters on the
construction site is Hickory Creek The USACE Approved Jurisdictional
Determination Form is attached as Appendix E.
5) Mitigation Requirements.
Not applicable; please see General Condition 23
6) Names of federally protected species or critical habitats affected:
Not applicable;' no federally protected species or designated critical
habitat will be affected by the proposed pipeline maintenance activities.
Please see General Condition 18
13

Pre - Construction Notification — NWP 18 May 5, 2014
Hickory Creek - Exposed Line Corblu Project No. 02- 041901
7) Historic property affected
Not applicable, please see General, Condition 20.
Summary and Conclusion
The require pipeline maintenance and streambank, stabilization activities proposed in
jurisdictional waters of the U $ will result in temporary disturbance to approximately 75- linear
feet of Hickory Creek During the proposed activities, appropriate erosion and sedimentation
control devices will be used on the entire project site, and are in compliance with Nationwide
Permit General Conditions and DWG conditions for Section 401 water quality certification
Based on this submittal, we respectfully request authorization for the aforementioned impacts to
Hickory Creek pursuant to NWP 18. If you have any questions or comments regarding this PCN
submittal, please contact the undersigned at (770) 591 -9990.
Sincerely,
CORBLU ECOLOGY GROUP, 'LLC
G%l�.ese�sr�
William A. Pruitt
Aquatic Ecologist
Richard W. Whiteside, PhD, CWB, CSE
President
Enclosures Figure 1 — Site Location Map
Figure 2 — Jurisdictional Water Map
Site Photographs
r Appendix A —Typical Dam and Pump Maintenance Dig
Appendix B — Typical Open Cut Dry Flume Maintenance Dig
Appendix C — Detailed Site Drawings
Appendix D — CPC's Soil Erosion and Sediment Control Plan
Appendix E,— Approved Jurisdictional Determination Form
Appendix F — Wilmington District PCN Form
Appendix G — Wilmington District,Agent Authorization Letter
c Mr Jeff Richards, Colonial Pipeline Company — via email
Mr. Jay Amerson, Colonial Pipeline Company — wia,email
NCDENR, DWQ (5 Copies)
14

Viewmont Road
Bishop Road •� ' �= Jl� •_
-�'
-�; - Approximate Project Location
Evans -Town Road
Concord Church Road
Hickory Creek 4 ,
- Colonial Pipeline _�Z� ��- • lf� ' .,�� -'
PI Ar
r
Source: USGS 7.5 Min. Topographic Quadrangle Map of Pleasant Garden, 0.5
Miles
MIN
MAY 1 6 2014
Colonial Pipeline Company ig re 1
Exposed Line at Hickory Creek - '� o ation Map
corbi Guilford County, North Carolina Cor u ro No. 02- 041901
ECOLOGY GROUP

(MY
Access Road
:61r
`Shop Road
8

Pre - Construction Notification — NWP 18 Photographs taken February 19, 2014
Hickory Creek — Exposed Line Corblu Project No. 02- 041901

Appendix A
Typical Dam and,Pump Maintenance,Dig

mm
PUMP
} SUM;{a11k1l7Af�E# Fi�SEIE�Fj;F-
I t�P LljEst� REENSjOft;
lilt UBME�R�5 ±8 #�bfy;P��Pf� #� # } # }�Ili� }� #��
Is' #fl�i, ;jWIATER iODiG'iE j
SPOIL CONTAINMENT BERM
(SILT FENCE, HAY BALES
OR OTHER APPLICABLE_
MATERIALS)
SPOIL
I FILTER BAG
PERMANENT ROW
I _ �
I II II I
II
I III I I I
I I I III
I I I I I I
I I I I I I
II II I
I I I I I I
III
I II I
I I I ILI I
I
I II
II
I III I I
II II
I I I
II
III
I I�
II
I II
III III
II II
� 6I II
II II
11 �I
0 TROW ENGINEERING CONSULTANTS INC
i]00 �EfHOnOtrtwiBlw ,surf x00 rµlwx455[F R uS�, ll]OE
raxONE IGYI) b1 -1
REVMON
'CCALE DATE DRAWN
NTS 01 -29 -2004 ALS -
RETAIN A MIN 25'
VEGETATIVE, BUFFER TO
THE EXTENT ROSSIBLE
ENERGY DISSIPATOR/
SCOUR PROTECTION
DAM
MAINTAIN A MINIMUM 25'1
VEGETATIVE BUFFER TO
THE EXTENT POSSIBLE
BACKHOE
FOR STREAM EQUIPMENT
CROSSINGS, SEE NOTE 14
SEE SHEET 2 FOR NOTES
CP COLONIAL PIPELINE COMPANY
ATLANTA, GEORGIA
TYPICAL DAM AND PUMP
MAINTENANCE DIG
AT WATERBODY LESS THAN 15'
TROW PROD NO I DRAWING SNEET
TNES005682 CO1 -0003 1 Oi 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
0 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 UPSL'OPE
OF THE BUFFER •STRIP ON EACH SIDE OF THE WATERBODY
THE SILT FENCE SHOULD INCORPORATE REMOVABLE "GATES" AS
REQUIRED TO ALLOW ACCESS WHILE MAINTAINING EASE OF
REPLACEMENT FOR OVERNIGHT OR DURING, PERIODS OF RAINFALL
5 CONSTRUCT A TEMPORARY SUMP UPSTREAM OF THE 'DAM AND
LINE WITH ROCKFILL IF A NATURAL POOL DOES NOT EXIST
INSTALL THE PUMP OR PUMP INTAKE IN THE POOL OR SUMP
DISCHARGE WATER ONTO_ AN 'ENERGY, DISSIPATOR ,DOWNSTREAM
OF THE WORK AREA
6 EXCAVATED MATERIAL MUST NOT BE STOCKPILED WITHIN 10 FT-
OF THE WATERBODY THIS MATERIAL MUST BE CONTAINED
WITHIN BERM CONTAINMENT WITH SECONDARY SILT FENCE
PROTECTION TO PREVENT SATURATED SOIL FROM FLOWING
BACK INTO THE WATERBODY
7 CHEMICALS, FUELS, LUBRICATING OILS SHALL NOT BE STORED
AND NOR SHALL EQUIPMENT BE REFUELED WITHIN_ 100 FT OF THE
WATERBODY PUMPS ARE TO BE REFUELED AS PER THE SPCC PLANS
MAINTENANCE OF STREAMFLOW
,IF THERE IS ANY',FLOW IN THE WATERBODY INSTALL
PUMPS TO MAINTAIN STREAMFLOW AROUND THE ISOLATED
SECTIONS OF CHANNEL THE PUMP IS TO HAVE 1 5
TO 2 TIMES THE PUMPING CAPACITY OF ANTICIPATED FLOW
A SECOND STANOBY'PUMP'OF EQUAL CAPACITY IS TO BE
READILY AVAILABLE AT ALL TIMES AN ENERGY DISSIPATOR
IS TO BE BUILT TO ACCEPT PUMP DISCHARGE WITHOUT
STREAMBED OR STREAMBANK EROSION, IF THE WORK
IS PROLONGED BEYOND ONE DAY THE -AREA, °NEEDS
TO BE MONITORED OVERNIGHT
8' IF A REPLACEMENT, PIPE MAKE -UP AREAS ARE TO BE°
LOCATED AT LEAST 50 FT FROM THE WATER'S EDGE
(WHERE TOPOGRAPHIC CONDITIONS PERMIT) AND SHALL
BE THE MINIMUM AREA NEEDED
9 DAMS ARE TO BE MADE OF STEEL PLATE, INFLATABLE PLASTIC
DAM, SAND BAGS, COBBLES, WELL GRADED COARSE GRAVEL FILL,
OR' ROCK FILL DAMS, (MAY NEED KEYING INTO THE BANKS AND
STREAMBED ENSURE THAT THE DAM AND' VEHICLE CROSSING (IF
NEEDED ) ARE LOCATED FAR ENOUGH APART TO ALLOW FOR A WIDE
EXCAVATION CAP FLUMES USED UNDER VEHICLE CROSSING
DURING DRY CROSSING
10 DEWATER AREA BETWEEN DAMS' IF POSSIBLE DEWATERING
SHOULD OCCUR-IN A STABLE VEGETATIVE AREA A MINIMUM OF
50 FT FROM ANY WATERBODY THE PUMP DISCHARGE SHOULD
BE DISCHARGED ONTO A STABLE SPILL PAD, FILTER BAG OR
HAY BALE STRUCTURE TO PREVENT LOCALIZED EROSION
THE DISCHARGE WATER SHOULD ALSO BE FORCED INTO SHEET
FLOW IMMEDIATELY BEYOND THE SPILL PAD BY USING HAY BALES
AND THE NATURAL TOPOGRAPHY DISCHARGED WATER SHALL NOT
BE'ALLOWED TO-FLOW INTO ANY WATERBODY OR WETLAND IF IT
IS NOT POSSIBLE TO DEWATER THE EXCAVATION DUE TO SOILS
WITH A HIGH HYDRAULIC CONDUCTIVITY, THE EXCAVATION IS TO BE
CARRIED OUT IN THE STANDING WATER PUMP ANY DISPLACED WATER
AS DESCRIBED' ABOVE TO PREVENT OVERTOPPING OF DAMS
11 INSPECT /,REPAIR PIPELINE AS NEEDED
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 JN 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 'SHAL'L BE STABILIZED AND TEMPORARY_ SEDIMENTr
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
IiJ00 iuEiROPOEfrw BLw SIMtE y300 ---EE El UL 12-
P E
APPROVED
NTS 101 -29 -2004 1 KS
(% COLONIAL PIPELINE COMPANY
ATIJWTA, GEORGIA
TYPICAL DAM AND PUMP
MAINTENANCE DIG
AT WATERBODY LESS THAN 15'
TROM PROJ NO ORAwING' SNEET
TNES0050362 COL -0003u 2 OF 2

Appendix B
Typical Open Dry Flume Maintenance Dig

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SPOIL CONTAINMENT BERM
(SILT FENCE, HAY BALES
OR OTHER APPLICABLE,
MATERIALS)
SILT FENCE
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JEERING CONSULTANTS INC
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wol REVISION
SCALE DATE I DRAWN
NTS 01 -29 -2001 -s -
Hl "PR TECTION AS NERED
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;STEEL,tP'LLAT'E����fII
MAINTAIN A MINIMUM 25'
VEGETATIVE BUFFER TO
THE EXTENT POSSIBLE
FOR STREAM EQUIPMENT
CROSSINGS, SEE NOTE 13
SEE SHEET 2 FOR
NOTES
COLONIAL PIPELINE
COMPANY
ATLANTA, GEORGIA
TYPICAL OPEN CUT DRY
FLUME
MAINTENANCE DIG
AT WATERBODY FROM 15'
TO 50'
TROW PROJ NO
DRAWING
SHEET
THES0050382
I COL -0001,
I 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 /REPAIR AS NEEDED
STEP 4 BACKFILL AND RESTORE STREAM BANKS
STEP' 5 REMOVE DAMS
STEP 6 IMPLEMENT PERMANENT EROSION AND SEDIMENTATION CONTROLS
NOTES
SCHEDULE INSTREAM ACTIVITY FOR LOW FLOW PERIODS AND
FOR THE APPROPRIATE TIMING WINDOW
2 'MARK OUT AND MAINTAIN LIMITS OF AUTHORIZED WORK
AREAS WITH FENCING OR FLAGGING TAPE TO AVOID
UNNECESSARY DISTURBANCE OF VEGETATION ENSURE
EQUIPMENT OPERATORS WORKING ON THE CROSSING HAVE
BEEN BRIEFED- ABOUT THIS PLAN AND THE -MEASURES
NEEDED TO PROTECT ,WATER-QUALITY INSTALL PRE -WORK
SEDIMENT CONTROL MEASURES 'AS SPECIFIED IN THE PLAN'
ALL NECESSARY EQUIPMENT AND MATERIALS TO BUILD THE
DAMS AND TO PUMP WATER MUST BE ON SITE OR READILY
AVAILABLE PRIOR TO COMMENCING IN -WATER CONSTRUCTION
3 CONTRACTOR SHALL SUPPLY, INSTALL AND MAINTAIN SEDIMENT
CONTROL STRUCTURES, AS DEPICTED AND ALONG DOWN GRADIENT
SIDES OF WORK AREAS AND STAGING AREAS SUCH; THAT NO
HEAVILY SILT LADEN WATER ENTERS WATERBODY
0 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 ROCKALL IF A NATURAL POOL DOES NOT EXIST
INSTALL THE PUMP OR PUMP INTAKE IN THE 'POOL OR SUMP
DISCHARCE'WATER ONTO AN ENERGY DISSIPATOR' DOWNSTREAM
OF THE WORK AREA
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 USING WATER STRUCTURES,
SAND BAGS, COBBLES, WELL GRADED COARSE GRAVEL FILL,
OR ROCK FILL DAMS MAY NEED KEYING INTO THE BANKS AND
STREAMBED ENSURE THAT THE DAM AND VEHICLE CROSSING` (IF
,NEEDED) ARE LOCATED FAR ENOUGH APART,TO- ALLOW FOR A WIDE
EXCAVATION CAP FLUMES USED UNDER VEHICLE CROSSING
DURING DRY CROSSING
10 DEWATER AREA BETWEEN DAMS IF POSSIBLE DEWATERING
SHOULD OCCUR IN A STABLE VEGETATIVE AREA A MINIMUM OF
50 FT FROM ANY WATERBODY THE PUMP DISCHARGE, SHOULD
BE DISCHARGED ONTO A STABLE SPILL PAD, FILTER BAG OR
HAY BALE STRUCTURE TO PREVENT LOCALIZED EROSION
THE DISCHARGE WATER SHOULD ALSO BE FORCED INTO SHEET
FLOW IMMEDIATELY BEYOND THE SPILL PAD BY USING HAY BALES
AND THE NATURAL TOPOGRAPHY DISCHARGED' WATER SHALL NOT
BE ALLOWED TO FLOW INTO ANY WATERBODY OR WETLAND IF IT
IS NOT POSSIBLE TO DEWATER THE EXCAVATION DUE TO SOILS
WITH A HIGH HYDRAULIC CONDUCTIVITY, THE EXCAVATION IS TO BE
CARRIED OUT IN THE STANDING WATER PUMP ANY DISPLACED WATER
AS DESCRIBED ABOVE TO PREVENT OVERTOPPING OF DAMS
in
12
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 13
BACK INTO THE WATERBODY
7 CHEMICALS, FUELS, LUBRICATING OILS SHALL NOT BE STORED
AND NOR SHALL EQUIPMENT BE REFUELED WITHIN 100 FT OF THE
WATERBODY PUMPS ARE TO 'BE REFUELED AS PER THE SPCC PLANS
EXCAVATE TRENCH THROUGH PLUGS'AND STREAMBED FROM
BOTH SIDES, RE- POSITIONING DISCHARGE HOSE AS NECESSARY
LOWER THE PIPE IN THE TRENCH AND BACKFILL IMMEDIATELY
DURING THIS OPERATION WORK IS TO BE COMPLETED AS
QUICKLY-AS POSSIBLE
CONTRACTOR, SHALL RESTORE THE STREAMBED AND BANKS TO
APPROXIMATE PRE - CONSTRUCTION, CONTOURS, BUT NOT' TO
EXCEED 2 HORIZONTAL TO f VERTICAL
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 THE IN— STREAM
WORK
c MAINTAIN A SILT FENCE OR HAY BALE BARRIER ALONG
THE,'WATERBODY UNTIL VEGETATION IS ESTABLISHED IN
ADJACENT DISTURBED AREAS
WHEN THE STREAMBED HAS BEEN ,RESTORED, THE CREEK BANKS
ARE TO BE 'CONTOURED TO A, STABLE ANGLE AND PROTECTED
WITH EROSION RESISTANT MATERIAL COMPATIBLE WITH FLOW _
VELOCITY BETWEEN DAMS (&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 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
,wo ,.EraaPOUE,w Biw su'rE zoo riiw.ssEE r� use 3zBOe
PHONE (8507 3BB -S {I
ATLANTA, GEORGIA
' 1 NTS 1 01 -26 -2004 1 ALS
TYPICAL DAM AND PUMP
W/ WATERSTRUCTURES MAINTENANCE DIG RG °5-- 05„'00' _ AT WATERBODY LESS THAN 15'
THES0050362 I COL -0006a 1 2 OF 2

Appendix C
Detailed Site Drawings

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Appendix D
CPC's Soil Erosion and Sediment Control Plan

Colonial, Pipeline Company
Soil Erosion and Sediment Control Plan
For
PikWine Msintenanat-ActIvitles
®ldective
Disturbed areas are to be restored as close as practical to their original eontoursand
conditions,so that once vegetation is reestablished, erosion wfihbe redueed,to the same
or lower level that existed prior to,distarbanc&
Description
Tbis'section dunes the soil erosion and sediment control measures that Colonial
Pipeline Company wM h% lement during and aeber on and of the pipeline
are complete. The objectives of this plan are to gismal,gaidelines for
controDiag Tiro on end sedimentation andto specify cifiria. fix ensitive or pardixilarly
suable sot areas. Tie pion incorporates measures to control erosion and
sedimentation including miaimizmg cover removal, limiting the time of exposure,
lin iting the flow of water onto the disturbed right-of -way, and ffite=g or settling out
sediment fom water flowing from the.rigGt -of -way.
The primary objective of the,soil erosion,and sediment control.pIan;is,to reduce the area
and duration of soildisturbance and,reestablish;permanent vegetation sasoon,atier
conshuction,as possible, thereby m;ri, —*�+T 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 plin "to rednoe sold erosion and provide sediment control
during the repair of the pipeline at the project site by incorporating the following
measures:
• Water pumped fromthe construction area as part of the dewatering operation
from the e=avation wiillibe 5ltered'through silt,fiit!ration bass and discharged to
a well- vegetated area.
• All work wM be eonfined'witliin the existing right -of -way: BU&edhaybalwand sih
*nce wM befinsWW around the worb*e�and maintained until vegetadw is esW)H shed.
Proper cantob wA be added iinewsawy daring construction.
• All'ternos and conditions within Nationwide Permit 3 willbe followed.
• Erosion control measures will be installed prior to oonducting any sod 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 wig be,reestablished within disturbed area and along stream banks
as soon, as possiiblempon 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 sigaificart ,xainfall event,of o.5 inclr,or more until
disturbed areas have been stabilized. Identified damages to control measures
must be repaired immediately.
Refiase and Waisbe Disposal
CQloniaYs r epreseMdve will not aIlow the Contractor to discard a w litter, including
Paper, bottles, cans, rem,sacks, w ding rod stubs, fuel, cranhcaseArainm& casting
materials, equipment, and junk pipe in the ditch or along t1wright -*f -way. All refuse
must be, collected and disposed in accordance with oomp®ay spedons. Personnel
wM be instnuted °regarding the correctWocedure for waste disposal.
Maintenance/Laspeadon Prooedures
The following inspection and maintenancepractices wffbe.implemented to.maintain
erosion and sediment controls:
L AD control measures wID be inspected every twoweelm at a,minimum and Mowin
arty storm event of 0.5 inch orgreater.
2. All control measures will,be maintainedin good worhug order. If a repair is
necessary, it W be initiated within 24 hours of the report.
g. Built-up sediment will be,removed from silt. fences when it has reached one - third the
height -of the fence.
4. Silt fences will be inspected for depth of sediment, tears, seeure attachment of the
fabric to the ton rm,
e posts, and 8placement of the posts in the V=cL
5. Temporary and,permanent seeding and planting will be inspected for bare spots,
washouts,andnheatthy growth.
6. Colonial Pipeline Company will select individuals to be responsible for inspections,
maintenance and repair activities,, and completion of the inspecttan 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 +an&sediment controis,nsed on-site.

Appendix E
Approved, Jurisdictional Determination Form

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed'by following the instructions provided in Section IV of the JD Form Instructional Guidebook
SECTION L• .BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):
B. DISTRICT-OFFICE, FILE NAME, AND NUMBER: Wilmington District, Raleigh Field'Office
C. PROJECT LOCATION AND BACKGROUND INFORMATION: Hickory Creek, Figure 1
State North Carolina County/pansh/borough Guilford Ci Greensboro
Center coordinates of site,(lat/long in degree decimal format) Lat 35 99170 IS, Long 79 8496° IS
Universal' Transverse Mercator 603694 07 in E, 3983628 94 in N
Name of nearest waterbody Hickory Creek
Name,of nearest Traditional Navigable Water'(TNW) Into which the aquatic resource flows Randleman Lake, Deep River
Name of watershed or Hydrologic Unit Code (HUC) 03030003
Check if map /diagram of review area and/or potential jurisdictional areas is /are available upon request
Check if other sites (e g , offstte mitigation sites, disposal sites, etc ) are associated with this action and are recorded on a
different JD form
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination Date
Field Determination Date(s) February 19, 2014
SECTION11: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There M "navigable waters of the U S" within Rivers,and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area [Required]
Waters�subiect to the ebb,and flow of the tide
Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce
Explain
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There KM "waters ofthe US` within Clean Water Act (CWA) junsdiction (as defined by 33 CFR part 328) in the review area, [Required]
1. Waters of the U.S.
a. Indicate presence of waters'of U.S. in review area (check all that apply):
TNWs, including`temtonal seas
Wetlands,adjacenttoTNWs
Relatively permanent waters z (RPWs) that flow directly or indirectly into TNWs
Non -RPWs thavflow directly or,indirectly into TNWs
la Wetlands,directly abutting RPWs that flow,directly or indirectly tnt'oTNWs,
Wetlands adjacent to but not directly abutting RPWs that flow directly or'indirectly into TNWs
Wetlands adjacent to non -RPWs =that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify'(estimate) size of waters of the U.S., in the review area:
Non - wetland waters. 75 linear feet 15 width (ft) and/or 0 0026 acres
Wetlands acres.
c. Limits (boundaries) of jurisdiction based on-
Elevation,6f established,OHWM (if known)
2. Non- regulated waters /wetlands (check if applicable):3
Q Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional
Explain
i Boxes checked below shall be supported,by completing the,appropnate sections in Section iII below
Z For purposes of this form, an RPW is defined as a tributary that is not a TNW and thattypically flows year -round or has continuous flow at -least "seasonally"
(e g , typically 3 months)
3 Supporting documentation is presented,m,Section III F

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO'TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resourcesis a TNW, complete
Section III.A.1 and Section III.D.1. only;, if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section III.B below
1. TNW
Identify TNW
Summarize rationale supporting determination
2. Wetland- adjacent to TNW
Summarize rationale supporting, conclusion that wetland is "adjacent`
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non - navigable tributaries of TNWs where the tributaries are "relatively permanent,
waters" (RPWs), i.e. tributaries that typically flow year -round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is'also jurisdictional. If the aquatic resource is not a TNW, but has year -round
(perennial) flow, skip to Section III.D.2. If the aquatic, resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetlandthatis adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts,and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as,a matter of law.
If the waterbody° is not an RPW, or a,wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus, evaluation must
considerlhe tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary,, or its•adjacent wetlands, or both. If the.JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section III.B.2 for,any onsite wetlands; and Section III.113 for all wetlands,adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.0 below.
1. Characteristicsiof non -TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed -size 18,905
Drainage area 1,623a
Average annual rainfall 42 36 inches
Average annual snowfall 6.mches
(ii) Physical Characteristics:
(a) Relationship with TNW
® Tributary flowsidirectlyTmto TNW '0 Tributary flows through tributaries beforeientering TNW
Project waters are river miles from TNW
Project waters,are river miles,from RPW
Project waters are, aerial (straight) miles from TNW
Project waters are - aerial (straight) miles from RPW
Project waters cross or serve-as state boundaries Explain
Identify flow route to TNWS
Tributary stream order, if known
` Note that the Instructional 'Guidebook contains additional information regarding swales, ditches, washes „and erosional features generally and in,the and
West
5 Flow route can be described by identifying, e g, tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW

(b) General Tnbutary Characteristics (check all that apply)
Tributary is ❑ Natural
❑ Artificial (man- made), Explain
❑ Manipulated (man - altered) Explain
Tributary properties with respect,to,top of bank (estimate)
.Average width feet
Average depth feet
Average side,slopes .
Primary tributary substrate composition (check all that apply)
❑ Silts ❑ Sands
❑ Cobbles ❑ Gravel
❑ Bedrock ❑ Vegetation Type/% cover
❑ Other Explain
❑ Concrete
❑ Muck
Tributary condition/stability [e g , highly eroding, sloughing banks] Explain
Presence of run/nffle/pool complexes Explain
Tributary geometry
Tributary gradient (approximate average slope) %
(c) Flow
Tributary provides for
Estimate average number of flow events in review area/year
Describe flow regime
Other'mformation on duration and volume
Surface flow is Characteristics
Subsurface flow , Explam,finduigs-
❑ Dye�(or other) test,performed
Tributary has (check all that apply)
❑ Bed and banks
❑ OHWM6 (check all'uidicators,that.apply)
❑ clear, natural' line impressed on the bank
❑
the presence of litter and debris
❑ changes in the character of soil
❑
destruction of terrestrial vegetation
❑ shelving
❑
the presence of wrack line
❑ vegetation matted down, bent, or absent
❑
sediment sorting
❑ leaf litter disturbed or washed away
❑
scour
❑ sediment deposition
❑
multiple observed,or predicted flow events
❑ water staining
❑
abrupt change in plantcommunity
❑ other (list)
❑ Discontinuous OHWM 7 Explain.
If factors otherthan the OHWM were used to determ
High Tide Line indicated by Ea
❑ oil or scum line along shore objects
❑ 'fine shell or debris deposits (foreshore)
❑' physical markings /charactensties
❑ tidalvgauges
❑' other (list)
me lateral,extent of CWAjunsdiction (check all,that apply)
Mean High Water Mark indicated by
❑ survey to,available datum,
❑ physical markings,
❑ vegetation lines /changes in vegetation types.
(iii) Chemical Characteristics:
Characterize tributary (e g, watericolor is clear, discolored, oily film, water quality , general watershed characteristics, etc`).
Explam.
Identify specific pollutants, if known
6A natural or man-made discontinuity in the OHWM does not,necessanly sever jurisdiction (e g ,,where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices) Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e g, flow over a rock outcrop or through a culvert), the agencies will look for indicators of flowabove and below the break
7[bid

(iv) Biological Characteristics. Channel supports (check,all that apply):
❑ Riparian corridor Characteristics (type, average width) No riparian corridor located within the maintained ROW
❑ Wetland.fnnge Characteristics
❑ Habitat for
❑ Federally Listed species Explain findings
❑ Fish/spawn areas Explain findings•
❑ Other, environmentally- sensitive3species. Explain findings -
❑.Aquatic /wildlife diversity Explain findings
2. Characteristics of wetlands,adjacent to non -TNW that flow directly or,indirectly'into TNW
(i) Physical Characteristics:
(a) General Wetlandtharactenstics-
Properties
Wetland size acres
Wetland type Explain
Wetland quality Explain
Project wetlands cross or serve as state boundaries Explain
(b) General Flow Relationship with Non -TNW
Flow is Explain
Surface flow is: c `
Characteristics
Subsurface flow Explain findings
❑ Dye (or other)-test performed
(c) Wetland Adjacency Determination with -Non -TNW
❑ Directly,abutting
El Not directly abutting
❑ Discrete, wetland,hydrologic,connection Explain
'❑ Ecological connection Explain
❑ Separated by berm/barrier Explain
,(d) Proximity (Relationship) to TNW
Project wetlands are pki�-r!aenal river miles from TNW
Project waters are (straight) miles from TNW
Flow is from
Estimate approximate location of wetland as within the is �floodplam
(ii) Chemical Characteristics:
Characterize wetland system (e g , water, color is clear, brown, oil film on surface, water quality; general watershed
characteristics; etc ) Explain
Identify specific;pollutants, if known
(iii) Biological, Characteristics. Wetland support&(check all that apply):
❑
Riparian buffer Characteristics (type, average width)
❑ Vegetation type /percent cover Explain
❑ Habitat for
❑ Federally Listed species Explain findings
❑ Fish /spawn areas Explain, findings
❑ Other environmentally - sensitive species Explain findings-
Aquatic/wildlife diversity, Explain findings
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis
Approximately ( ) acres m,total are being considered in the, cumulative. analysis

For each wetland, specify the following
Directly, abuts? (Y/N) Size °(m acres) Directly abuts? (YIN) Size'(m acres)
Summarize overall biological, chemical and physical functions,being .performed
C. SIGNIFICANT PLEXUS DETERMINATION
A significant nexus,analysis will,assess the flow characteristics and functions of the tributary itself and the functions performed
by any, wetlands, adjacent to the tributary to determine if they significantly affect,the chemical, physical, and biological'integrity
of a'TNW. For each of the following situations, a significant nexus exists if the tributary,, in, combination with all of its adjacent
wetlands, has,more than ,a speculativeror,insubstantial ,effect on theFchemical, physical „and /or,biological integrity of,a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate,to determine significant nexus based solely on any'specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between theifeatures documented and the,effects on the TNW, as1dentified in the,Rapanos Guidance and
+discussed,in the Instructional Guidebook. Factors,to`consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any),`have the- capacity•to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW9
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and,lifecycle support,funchons for fish and
other species, such as feeding, nesting, spawning, or rearing young -for species that are present in the TNW9
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs9
40 Does the tnbutary,zm combination with its,adjacent wetlands (if any), havc�other relationships to the physical, chemical, or
biological integrity of the TNW9
Note: -the above list,of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus,findings for non -RPW that has no adjacent wetlands,and flows directly�or indirectly into TNWs. Explain
findings of,presence`ovabsence of significant nexus below,,based on the.tnbutary itself, then go to Section III D
2. Significant,nexus,findings,for non -RPW and' its adjacent wetlands, where the non -RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence ofstgmfic_ant nexus below, based on the tnbutary^m combination with all of its
adjacent wetlands, then go to Section III D
Significant nexus findings for wetlands adjacent to an RPW but that d& not directly abut the RPW. Explain findings =of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then,go to
Section III.D
D. DETERMINATIONS OF JURISDICTIONAL- FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates'inreview area
TNWs linear feet width (ft), Or, acres
Wetlands,adjacent to TNWs acres
RPWs that,flow directly or indirectly into'TNWs.
®
Tributaries of TNWs where tributaries typically flow year-round arejunsdictional Provide data and rationale indicating that
tributary is perennial Please see site photographs, USGS Topographic Quad sheet
® Tributaries of TNW where tributaries have continuous flow "seasonally” (e g, typically three months each year) are
jurisdictional Data supporting this conclusion is provided at Section III B Provide rationale indicating that tributary°flows
seasonally

Provide estimates for jurisdictional waters in the review area (check all thavapply)
®
Tributary waters 75 linear feet 15 width (ft).
Other,-non-wetland waters acres.
Identify type(s) of waters
3. Non -RPWss that-flow directly or indirectly into TNWs.
® Waterbody that is not a TNW or an RPW, but'flows directly or indirectly into a TNW, and -it has a significant nexus with a
TNW is jurisdictional Data supporting this conclusion is provided at Section III C
Provide estimates for junsdictional waters within,the review area (check all,that apply,)
Tributary waters lineanfeet width (ft)
Other non - wetland waters acres
Identify type(s) of waters
Wetlands directly'abutting.an RPW that flow directly or indirectly into'TNWs.
® Wetlands directly abui,RPW and thus are,junsdictional as adjacent wetlands
® Wetlands directlyabuttmg an RPW where tributaries typically flow year -round Provide data and rationale
indicating that tributary is perennial in Section III D'2, above Provide rationale indicating that wetland is
directly abutting an RPW
® Wetlands directly abutting an RPW where tributaries typically flow "seasonally " Provide data indicating that tributary is
seasonal in Section III B and.rationale in Section III D 2, above Provide rationale•mdicatmg that wetland is directly
abutting an RPW
Provide acreage, estimates for junsdictional wetlands in the review area acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
® Wetlands that do not'directly abut an RPW, but when, considered m combination with the tributary to which they are adjacent
and with similarly'situated adjacent wetlands,.have a significant nexus,with a TNW arejunsidichonal Data supporting this
conclusion is provided, at, Section III C
Provide acreage estimates, for jurisdictional wetlands mrthe review area acres
6. Wetlands adjacent rto, non -RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent, to such waters; and have when,considered,m combination with the tributary to,which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional Data supporting this
conclusion is'pfovided at SectionlII C
Provide estimates for junsdictional wetlands in the review area acres
Impoundments of jurisdictional waters.
As a general rule, the- impoundment of a jurisdictional tributary remains jurisdictional
Demonstrate that impoundment was created from "waters of the US," or
Demonstrate that water-meets the dritena for one of the categories presented above (1 -6), or
Demonstrate that watenis isolated with a nexus to commerce (see E below)
E. ISOLATED [INTERSTATE OR INTRA- STATE] WATERS, INCLUDING ISOLATED WETLANDS; THE USE,
DEGRADATION OR DESTRUCTION OF'WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING.ANY
SUCH WATERS (CHECK ALL THAT APPLY):10
I which are,or could be used by interstate or foreign'travelers for recreational or other purposes
from ,which fish or shellfish are +or could'be taken-and sold in interstate or foreign commerce -
which are or could be used for industnalbvurposes by mdustnes4n i nterstate, commerce
Interstate isolated waters Explain
ra Other,factors Explain.
Identify`water,body and summarize rationale3supporting determination:
BSee Footnote # 3
9 To complete the analysis refer to the key in Section III D 6 of the Instructional Guidebook
10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos.

Provide estimates for Junsdictional waters in the review area (check all that apply).
®Tributary waters linear feet width (ft)
Other non - wetland waters acres
Identify type(s) of waters
Wetlands acres
F. NON - JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY ):
® If potential wetlands were assessed within the review area, these areas did not meet the criteria m`the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements
® Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce
❑ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been,regulated based solely on the
"Migratory Bird,Rule" (MBR)
Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction Explain
Other (explain, if not covered above)
Provide acreageestimates ,for- non7junsdictional waters in,the review+area, where the sole,p_ otential basis of jurisdiction is the MBR
`factors (i e, presence,of migratory,birds, presenceof endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply),
Non- wetland waters (i e ; rivers, streams) linear feet width (ft)
Lakes /ponds acres.
Other non - wetland waters. acres List type of aquatic resource
Wetlands acres
Provide acreage estimates for non- junsdictional watersan the review area that do`not meet the "Significant Nexus" standard, where such
arfiriding is,required forjunsdiction (check all that apply)
,Non- wetland waters,(i-e , nvers „streams) linear feet, width (ft)
Lakes /ponds acres,
Other non = wetland waters. acres List type of aquatic resource
Wetlands acres
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked
and-requested, appropriately reference sources below)
Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant Figures 2,and 2
Data sheets prepared/submitted,by or on behalf of the applicant/consultant.
❑ Office concurs with data sheets /delineation report
❑ Office does,not concur with data, sheets /delineation report
�F Data sheets,prepared,by the,Corps
Corps navigable waters' study
U S Geological Survey Hydrologic Atlas-
❑ USGS.NHD data.
❑ USGS 8 and 12 digit HUC maps
U S Geological Survey maps) Cite scale & quad name 1 24,000, Pleasant Garden, North Carolina.,
USDA Natural Resources, Conservation Service Soil Survey Citation
National wetlands inventory map(s) Cite name
State/Local wetland'mventory map(s)
FEMA/FIRM maps
100 -year Floodplam Elevationas (National Geodectic Vertical Datum of 192%
Photographs ® Aerial (Name& Date) Google Earth Aerial Imagery, April 04, 2013
or ®,Other (Name,& Date) Photographs 1 -2, February 19, 2014
Previous determination(s) File no and date of response letter -
Applicable/supporting case law
Applicable /supporting scientific literature
Other information (please specify)
B. ADDITIONAL COMMENTS TO SUPPORT JD: Stream within,the project,site,is a named perennial stream (Hickory Creek)

Appendix F
Wilmirigton District PCN Form

O�of W AT f19
0 <
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
L� �_NR.WA"Brand�
Page 1 of 11
PCN Form — Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑c Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 18 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
ZYes 71 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
71401 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:
ElYes ZNo
For the record only for Corps Permit:
EYes El 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 ZNo
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
El Yes ZNo
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑Yes ZNo
2.
Project Information
2a.
Name of project:
Colonial Pipeline (CPC) — Hickory Creek
2b.
County:
Guilford
2c.
Nearest municipality / town:
Greensboro
2d.
Subdivision name:
No subdivision in the area
2e.
NCDOT only, T.I.P. or state project no:
Not applicable; Not a NCDOT or T.I.P. Project
3.
Owner Information
3a.
Name(s) on Recorded Deed:
CPC, an existing and functioning petroleum pipeline constructed in 1963 -1964.
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
CPC
3d.
Street address:
CPC right -of -way (ROW)
3e.
City, state, zip:
Climax, NC, 27233
3f.
Telephone no.:
(423) 305 -1187
p gin
3g.
Fax no.:
(706) 891 -9916
3h.
Email address:
'richard @colpipe.com hgAY 1 6 201
L� �_NR.WA"Brand�
Page 1 of 11
PCN Form — Version 1.4 January 2009

4.
Applicant Informatiom(if different from owner)
4a
Applicant is
❑Agent ®Other, specify CPC SE District Environmental Manager
4b
Name
Jeff Richards
4c
Business name
(if applicable)
Colonial Pipeline Company
4d
Street address
5251 liigh"way 153, Suite C, #365
4e
City, state, zip
Hixson, TN, 37,343
4f
Telephone no
(423) 305 =1187
4g
Fax no-
(706) 891 -9916
4h
Email address
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a
Name
Richard Whiteside
5b
Business,name
(if applicable)
Corblu Ecology Group
5c
Street address,'
3225,Sout'h Cherokee Lane, Bldg, 800
5d
City, state, zip
Woodstock, Georgia,30188
5e., Telephone,no
770 - 591 -9990
5f
Fax no
70- 591 -9993
5g
Email address
rwhiteside @corblu.com
Page 2 of 11
PCN Form — Version 1 4 January 2009

B. Project Information and Prior Project History
1. Property Identification
1a Property.identification no (tax PIN or parcel ID)
Not applicable; an existing and functioning pipeline
constructed in 1963 -1964.
lb Site coordinates (in decimal degrees).
Latitude 35 99166 N Longitude_ 79 84962 W
1c Property size
Not applicable in pipeline ROW, survey area —0 5 acre
2. Surface Waters
2a Name of nearest body of water to proposed project
Hickory Creek
2b Water Quality Classification of nearest receiving water
WS-IV; CA
2c River basin
Cape Fear
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. A cleared, maintained, and mowed ROW along CPC's pipeline comdor
3b List the total estimated acreage of all existing wetlands,on the property, None
3c List the total estimated linear feet of,all existing streams (intermittent•and perennial) on the property
75 linear feet of Hickory Creek within the existing ROW
3d Explain the'purpose of,the�proposed project
Pipelines present on the project site are either exposed or no longer have protective cover as required by the U S Department
of Transportation
3e Describe the overall project in detail, including the type of egwpment,to be used:
The maintenance ,activity will require temporary disturbance to approximately 75 linear feet of Hickory Creek to stabilize 'th
treambed and banks to protect the existing pipelines at the prolect'location
To, ensure the, integrity of the Line 23 at this location, CPC will initially inspect the line forany damage This will require CPC to
excavate a small pit at the maintenance location, which will allow CPC personnel to inspect the integrity of the subject pipeline
segment To minimize sedimentation to Hickoy Creek during inspection and subsequent maintenance activities, dam(s)
constructed of sand bags, steel plates, or water - inflatable plastic dams will be temporarily installed upstream of the maintenance
area The stream flow will be pumped around the maintenance area and discharged immediately downstream via an energ
dissipater to prevent stream scour The pump will be sufficiently sized to accommodate the,stream flow (Appendix A)
s an alternative method to using a pump, CPC may use a steel pipe flume to convey the stream flow through the reach o
tream to be disturbed The flume will be used to maintain ,flow to the downstream side of the disturbed area, and the
excavation will be ,earned out under the flume (Appendix B) Both techniques allow the maintenance to take place without
contact to flowing,water (i e , "in the dry'), thus reducing downstream sedimentation
Following the pipeline inspection and potential repairs, the stream banks reshaped to increase stability of the proposed matting
system The pipeline Will be protected using pre- casted articulated grout revetment mats placed within CPC existing ROW, over
Lines 22, 23, and 24 (Appendix C) Specifically, the articulated grout mats and np -rap will be placed within 75 linear feet of the
stream channel and bank. The quantity of "fill material" below the plane of the ordinary high water mark will not exceed 24 cube
yards
During the maintenance and subsequent, stabilization CPC's Soil Erosion and Sedimentation Control Plan will be implemented
to protect the stream from sedimentation {Appendix D). There will be minimal disturbance to jurisdictional waters located
outside)of CPC's ROW
Page, 3 of 11
PCN Form — Version 1 4 January 2009

4.
Jurisdictional Determinations
4a
Have junsdictional wetland or streamfdetermmationsiby the
Corps,or'State been requested or obtained'for this property /
project includin ,all prior phases)'rn the past?
[]Yes ❑No ®Unknown
Comments
4b
If the Corps made the jurisdictional determination, what,type
of determination was made?
❑Prelimina ❑Final
ry
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 permits4or,certificatiohs�been requested or obtained for
this project,(mcluding all prior phases) in the past?
❑Yes El No ®Unknown
5b
If yes, explain.in detail according to "help file" instructions
6.
Future Project Plans
6a
Is this a phased project?
❑Yes ®No
6b.
If yes, explain
Page 4 of 11
PCN Form — Version 1 4 January 2009

C. `Proposed Impacts Inventory
1. Impacts Summary
la Which sections were completed below for your project (check all that apply):
❑Wetlands ® Streams — tnbutanes El Buffers El 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 Area
Wetland impact
Type of impact
Type of wetland
Forested
Type of )unsdiction
of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary T
W1 _
Choose one
Choose one
Yes /,No
-
W2 _
Choose one
Choose one
Yes /No
-
W3 _
Choose -one
Choose one
Yes /No
-
W4 _
Choose one
Choose one
Yes /No
-
W5 _
Choose one
Choose one
Yes /No
-
Wis _
Choose,one
Choose one
Yes /No
-
2g Total Wetland Impacts:
NA
,2h Comments
No wetlands are located within the project site
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 (PER) or
Type of
Average
Impact
number
intermittent ,,(INT)?
jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
S1
Maintenance for
Hickory,Creek
PER
Corps
15
75
T
existing pipeline
S2
_
Choose one
-
-
S3
_
Choose one
-
-
S4
_
Choose one
-
-
S5'
_
Choose one
-
-
S6
_
Choose one
-
-
3h Total stream °and tributary impacts
75
31 Comments
Approximately`75 linear feet of disturbance will occur to Hickory Creek as part of the required pipeline maintenance
Page 5 of 11
PCN Form — Version 14 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U S then'individually listall open water impacts be_ low.
4a.
Open water
impact number
Permanent (P) or
Tempora T
4b
Name of waterbody
(if applicable
4c
Type of impact
4d
Waterbody
type
4e
Area of impact (acres)
01
_
Choose one
Choose,
02
_
Choose one
Choose
03
_
Choose one
Choose
04
_
Choose one
Choose
4f Total open water impacts
NA
4g Comments
5: Pond or Lake Construction
If pond or lake construction proposed, then complete,the,chart be_ low
5a
Pond ID number
'5b ,
Proposed use or
purpose of pond
5c
Wetland Impacts (acres)
5d
Stream Impacts (feet)
5e
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f Total:
NA
5g. `Comments
No open waters are present on the project site.
5h Is a dam high hazard permit required?
❑Yes ®No If yes, permit ID no-
51. Expected pond surface area (acres)
5j. Size of pond watershed (acres)
5k Method of construction
6. Buffer Impacts (for DWQ)
If prolecttwdl impact a'protected npananibuffer„ then complete the chart,below If'yes, then individually °list all bufferrimpacts
below, If any impacts regwre rniti ation, then you. MUST fdl,out Section D of this form
6a. Project is in which protected,basin?
❑Neuse ❑Tar - Pamlico ❑Catawba ❑Randleman ❑Other.
6b
Buffer Impact
number –
Permanent (P) or
Tempora T
6c
Reason for impact
6d
Stream name
6e
Buffer
mitigation
required?
6f
Zone 1
impact
(square
feet )
6g
Zone 2
impact
(square
feet
131
-
Yes /No
62,
-
Yes /No
B3 °
-
Yes /No
B4
-
Yes /No
B5
-
Yes /No
B6
-
--T—yes/No
6h Total Buffer Impacts:
NA
61 Comments
`No buffers are located within the mowed and maintained serviceable pipeline ROW
Page 6 of 11
PCN Form – Version 14 January 2009

D. Impact Justification and Mitigation
1. Avoidance and Minimization
,la Specifically describe measures'taken to avoid or minimize the proposed impacts in designing project
The,proposed pipeline maintenance, activities have been design to avoid and minimize impacts`to jurisdictional water to the
maximum extenfipracticable The stream disturbances do not exceed' any of'the USACE; Wilmington District, Nationwide permit
Regional Conditions requiring mitigation [refer to USACE, Wilmington District Regional Condition 3 (2) below] Nevertheless, the
proposed stream channel and bank stabdizations completed,to maintain and protect the existing pipelines will result.in improved
water quality by reducing future,sod'and bank erosion, Which will offset the disturbances associated with the require, pipeline
maintenance To ensure that the existing plant community is reestablished follow the proposed activity, CPC'will segregate the
topsoil containing seeds and rhizomes from the rest of the excavated soil Upon completion of the maintenance activity, the
excavated area will be backfilled, and the topsoil will be retumed`to the -top ofAthe excavated area
1b Specifically describe measures taken to.avoid or minimize the proposed impacts through construction techniques
Equipment used during the, proposed project will be operated from the stream banks to avoid and unnecessary impacts to the
stream channel caused by machinery
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a Does the project,regwre Compensatory Mitigation,for impacts to
Waters of the U S or Waters of the State?
DYes ®,No
2b If yes, mitigation is required by°(check;all that apply)-
❑DWQ El Corps
2c ;If yes, which, mitigation option will be use&foir this protect
❑ Mitigation bank
❑ Payment to in-lieu fee program
❑Permittee Responsible Mitigation
3. Complete if'- Using a Mitigation Bank
3a Name of Mitigation Bank
3b
Credits
Type Choose One
Quantity
Type Choose One
Quantity
Type Choose One
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
Choose one
4d Buffer mitigation requested (DWQ only)
square feet
4e Riparian wetland mitigation requested
acres
4f Non - npanan 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
'No mitigation is required for the proposed protect
Page 7 of 11
PCN Form — Version 1 4 January 2009

'6. Buffer Mitigation (State Regulated,Riparian`Buffer Rules) — required €by D1NO
6a Will the�project result in an impact within.a protected riparian buffer that requires
buffer mitigation?
E] Yes NNo
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:
NA
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)
Noriparian buffer mitigation is needed for the proposed project
6h Comments
No riparian buffer mitigation is needed for the proposed project
Page 8 of 11

E.
Stormwater Management,and'Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
la
Does the project,include or is,it adjacent to protected riparian buffers identified
❑Yes NNo
within one of the NC Ri anan Buffer Protection Rules?
1 b
If yes, then is a diffuse flow'plan included? If no, explain why
❑Yes NNo
2.
Stormwater Management Plan
2a
What is thetoverall percent;imperviousness of this project?
0%
2b
Does this project re uire,a Stormwater Management Plan?
❑Yes NNo
.2c
If'this project DOES NOT require a Stormwater Management Plan, explain why
This
disturbance to,a stream in, an existing maintained ROW for required maintenance with limited soil disturbance, and
therefore does not require a Stormwater Management Plan The maintenance project will result in 0% impervious surfaces
2'd-
If this'project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the,plan
Not applicable
2e
Who will be responsible for the review of the Stormwater- Management Plan?
3.
Certified Local Government Stormwater Review
3a
In which local'govemment'sjunsdiction is this project?
❑ Phase I I
3b
Which of the following locally - implemented stormwater management programs
❑ NSW
apply (check all that apply)
❑USMP
❑Water Supply Watershed
❑ Other -
3c
Has the approved Stormwater Management Plan with proof of approval been
❑Yes NNo,
attached?
4. DWQ Stormwater Program Review
El Coastal counties
4a
Which of the following, state- implemented stormwater management programs.apply
❑HQW
(check all that apply)
❑ORW
❑ 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 11 No
5b
Have all of'the 401 Unit submittal requirements been met?
❑Yes ❑No
Page 9 of 11
PCN Form — Version 1 4 January 2009

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,
N No
use of'publici(federal /state)tland?
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
NNo
(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 IVEPA or SEPA final approval
letter )
❑Yes
NNo
Comments
2. Violations (DWQ Requirement)
2a 'Is the site'in violation of DWQ Wetland Rules (1'5A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards,
❑Yes
NNo
orRipanan Buffer Rules (15A NCAC 2B 0200)?
2b Is this an after - the -fact permit,application?
❑Yes
N 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
additional development, which could impact nearby downstream water quality?
❑Yes
NNo
3b. If you answered "yes" to the above, submit a qualitative orquantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description
No additional development is anticipated, only required maintenance to an existing and operating pipeline
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
No wastewater will be generated, only required maintenance to an existing and operating pipeline
Page 10 of 11
PCN Form — Version 1 4 January-2009

5. Endangered Species and'Designated Critical Habitat (Corps Requirement)
5a Will'this project occur in,or,near an area with federally protected species or
QYes ®No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act
Yes ®No
impacts?
5c If yes, indicate the USFWS Field Office,you have contacted
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
No impacts,to federally'protected species are expected from this project According to the U S, Fish and Wildlife Service
( USFWS) data, the only'federally protected species,potentially occurring in Guilford County is small whorled pagonia
(Isotna medeohodes) Suitable habitat for this,species was not observed at the maintenance location during a Corblu field
inspection on February 02, 2014
6. Essential Fish Habitat (Corps Requirement)
6a Will this project occur in,or near an area designated as essential fish habitat?
❑Yes ®No
6b What data sources did you use to determine whether your site would'impact Essential Fish Habitat?
USFWS database
7., Historic or Prehistoric, Cultural Resource&(,Corps Requirement)
7a Will this project occur in or near an area that the state, federal or,tnbal
governments have designated as having historic or cultural preservation
QYes ®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?
Sources used for theidentification or historic locations included the National 'Park Service's National Register of Historic Places
database and the North Carolina State Historic Preservation Office database
8.'Flood Zone Designation (Corps Requirement)
8a Will this project occur'in a FEMA - designated 100 -year floodplain?
®Yes []No
Pb. If yes, explain how project meets FEMA requirements
Although the proposed project occurs within the 100 =Year floodplain of Hickory Creek, the proposed maintenance
activities will not result in any additional fill within the regulatory floodway Materials used'for pipeline protection will no
restrict the passage,of'flow or'impede the,functionality of the,floodplain, and will not result in any increase in flood levels
as outlined in 44 CFR 60 3 d 3
8c What source(s) -did you,use to make the floodplain determination?
Sources included the FEMA and Flood Insurance Rate Map (FIRM) mapping service for the project site in Guildford County
Lies; (
t �%
Applicant/Agent's Signature (Agent's
Appllcant/Agent's Printed Name
Date
signaturens valid, only, if amduthonzation'letter
from the applicant is provided )
Page 11 of "11
PCN Form — Version 14 January 2009

Appendix G
Wilmington District Agent Authorization Form

w1 1
m
Jeff W. Richards
Southeast District Environmental Manager
April 2, 2007
U.S. Army Corps of Engineers
Wilmington District, Raleigh Field Office
6508 Falls of'the Neuse -Road, Suite 120
Raleigh, North Carolina ',27615
Division of Water Quality
401 Weiland Unit
1650 Mail Service Center
Raleigh, North Carolina 27699
Subject: Authorization Letter
To Whom It May Concern:
Colonial Pipeline Company
Telephone: [phone]
Colonial Pipeline Company (CPC) gives authorization to Wetland & Ecological' Consultants (WEC) to
serve as our agent regarding North Carolina Division of Water Quality (DWQUU.S. Army Corps .of
Engineers (USAGE) Pre - Construction NoOcation (PCN) Application Fortes. Should you have any
questions or concerns please contact, me at the.letterhead addressor telephone number.
Sincerely,
14- 4�
Jeff�Richards
Environmental Manager
Southeast,Distdct,
391 Scruggs,Ringgold, GA 30736,