20100134 Ver 1_401 Application_20100210

Letter of Transmittal
S&ME, Inc.
9751 Southern Pine Blvd.
Charlotte, INC 28273
[phone]
[phone] fax
N.C. Division of Water Quality
401 Wetlands Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina, 276042260
Attn: Ms. Cyndi Karoly
WE ARE SENDING YOU:
? Shop drawings
? Copy of letter
® Attached
? Prints
? Report
2 0 1 0 0 1 3 4 S&ME
DATE: 2.11.10 JOB NO: 1357.09.042
RE: NWP No. 12 - PNG Lillington Pipeline,
Harnett County, North Carolina
D
OENR - WATER QIp M
NETIIM AND STORMMI =WM
? Under separate cover via
? Plans ? Draft
_ the following items:
? Specificatio $PAID

COPIES DATE NO DESCRIPTION
5 2.11.10 1 Nationwide Permit No. 12 Application Package
1 2,04.10 2 Check for Processing Fee
THESE ARE TRANSMITTED AS CHECKED BELOW:
® For approval
? As requested
? FOR BIDS DUE: / /
? For your use
? For review and comment ?
? PRINTS RETURNED AFTER LOAN TO US
REMARKS: Attached please find the above. Please let me know if you have questions. Thank you.
Joey Lawler
S&ME, INC. / 9751 Southern Pine Boulevard / Charlotte, NC 28273-5560 / p 704.523.4726 f 704.525.3953 / www.smeinc.com
#S&ME
February H, , 2010
U.S. Army Corps of Engineers
Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, North Carolina 28403
Attention: Ms. Crystal Amschler
N.C. Division of Water Quality
401 Wetlands Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604-2260
Attention: Ms. Cyndi Karoly
Reference: Application for Nationwide Permit No. 12 and
Request for Jurisdictional Determination
PNG Lillington Pipeline
Harnett County, North Carolina
S&ME Project No. 1357-09-042
Dear Ms. Amschler and Ms. Karoly:
S&ME, Inc. (S&ME) is submitting this application for impacts to waters of the U.S.,
including wetlands, in accordance with Department of the Army Nationwide Permit
(NWP) No. 12, along with supporting documentation for a verification of jurisdictional
boundaries. S&ME has been retained by Piedmont Natural Gas (PNG), the applicant for
the proposed project, to provide services related to acquisition of the NWP and
corresponding North Carolina Water Quality Certification (WQC) pursuant to the Clean
Water Act. The project will involve the construction of approximately 3,210 linear feet
(]f) of six-inch diameter natural gas pipeline and 5001f of four-inch natural gas pipeline
in Harnett County, North Carolina. In support of this NWP No. 12 application, please
find enclosed the following:
Appendix I: Agent Authorization Form, Pre-Construction Notification (PCN), and
Wetland and Stream Impact Tables;
Appendix 11: Figures - Site Vicinity Map (Figure 1), USGS Topographic Map
(Figure 2), 2008 Aerial Photograph (Figure 3), USDA Harnett County Soil
Survey Map (Figures 4), and Typical Stream and Wetland Crossings (Figures 5A
and 5B);
Appendix III: Site Photographs;
S&ME, INC. / 9751 Southern Pine Boulevard / Charlotte, NC 28273-5560 / p 704.523.4726 f 704.525.3953 / www.smeinc.com
NWP No. 1 2/Request for Jurisdictional Determination SWE Project No. 1357-09-042
PNG Lillinoton Pipeline February 11, 2010
• Appendix IV: Approved Jurisdictional Determination Form;
• Appendix V: Representative Routine Wetland Determination Data Forms;
• Appendix VI: Agency Correspondence;
• Appendix VII: Jurisdictional Waters of the U.S. Impact Plan sheets;
• Appendix VIII: Restoration Plan; and
• Check for $570 (DWQ).
Copies of this PCN, along with a check for the processing fee, are being provided to
DWQ for written concurrence because the proposed project does not meet Condition No.
12 as specified by WQC 3699. Specifically, the proposed gas line will cross two streams
within the project corridor at a less than near-perpendicular angle. The proposed route is
necessary to tie into existing pipelines on either side of the Cape Fear River, and cannot
otherwise be oriented.
BACKGROUND INFORMATION
The proposed pipeline is needed to replace a section of pipe that is currently attached to
an NCDOT bridge (Main Street - U.S. Highway 421) over the Cape Fear River. To
improve safety and to continue providing adequate pressure to existing customers, PNG
has proposed to remove the aerial pipeline and replace it with a buried line, which will be
directionally bored beneath the Cape Fear River. The project will involve construction of
approximately 3,210 if of six-inch diameter natural gas pipeline. A portion of the project
also involves installation of approximately 5001f of new, four-inch diameter pipeline
within the existing, maintained easement of the original pipeline route, located on the east
side of U.S. Highway 421. To access the site from the east side of the highway, PNG
proposes to use an existing, earthen road along which only minor improvements will be
required. Similarly, PNG proposes to use an existing access road and newly-constructed
sewer easement for access from the west side of the highway.
The origin of the proposed pipeline is located on the east side of U.S. Highway 421, north
of the Cape Fear River (35.40835°N, 78.810375°W). From there the pipeline will
continue generally west, roughly paralleling the north side of the Cape Fear River, then
turn south to cross the river and terminate at an existing station site, south of 10`h Street
and west of U.S. Highway 421 (35.405264°N, 78.816736°W). The location of the
corridor is depicted on the Site Vicinity Map (Figure 1), the appropriate portion of the
Lillington, N.C. USGS Topographic Map, dated 1997 (Figure 2), the 2008 Aerial
Photograph (Figure 3) and the USDA Harnett County Sol] Survey Map (Figures 4), all of
which are included in Appendix II.
This line is necessary to bring natural gas from an existing station site on the north bank
of the Cape Fear River back to the new alignment. The permanent easement width for
the pipeline will be 50 feet. The entire 50-foot easement will be permanently maintained
within uplands. Across streams and in wetland areas, construction and maintenance
corridors will be reduced to 40 feet.
Field review determined that the proposed pipeline would cross six jurisdictional streams,
including the Cape Fear River, and four jurisdictional wetlands. The proposed access
corridors located east and west of Highway 421 will result in temporary impacts to three
2

NWP No.12/Request for Jurisdictional Determination SWE Project No. 1357-09-042
PNG Lillington Pipeline February 11, 2010
additional wetland areas. Cumulatively, the project will result 0.58 acre of temporary
wetland impacts and 226 if of temporary stream impact. Although there will be no
permanent loss of wetlands, future mowing of the pipeline easement will result in
permanent conversion of 0.27 acre of forested wetlands to emereent wetlands.
FIELD OBSERVATIONS
During December 2009 and January 2010, S&ME wetland professionals visited the
project corridor and conducted a jurisdictional delineation to determine the location of
waters of the U.S. The delineation was conducted utilizing currently accepted methods
for wetland determination, as set forth in the 1987 Corps of Engineers Wetlands
Delineation Manual, which states that under normal circumstances, an area must
demonstrate the presence of three components to be considered jurisdictional: 1)
hydrophytic vegetation, 2) hydric soils, and 3) wetland hydrology. Furthermore, stream
assessments were conducted when necessary in accordance with DWQ and USACE
guidelines.
Field review identified multiple jurisdictional wetland areas and streams within the
proposed project corridor. Locations of these jurisdictional features are depicted on
Figures 2, 3 and 4 of Appendix II, and representative photos are included in Appendix III.
An Approved Jurisdictional Determination form was prepared and is incorporated with
this PCN for your verification (Appendix IV). Because all of the streams identified
within the project corridor were classified as perennial based on observation of biologic
indicators (fish, crayfish or macrobenthic organisms require flowing water for the
duration of their lifecycle), preparation of DWQ Stream Identification Forms and
USACE Stream Quality Assessment Worksheets was not considered necessary.
Representative Routine Wetland Determination data forms are included in Appendix V.
Jurisdictional areas in the project corridor have not been field-verified by the USACE.
The project corridor includes the existing 30-foot wide pipeline easement, and a 50-foot
wide easement within which the new pipeline will be located. The existing easement is
located within a forested area, and is maintained by periodic mowing. The new easement
traverses a variety of habitat, including hardwood-dominated floodplain, pine forest,
previously-cleared, successional areas and open, maintained field.
Emergent wetland areas were vegetated with soft rush (Juncus effusus), woolgrass
(Scirpus cyperinus), giant cane (Arundinaria gigantea) and red maple (Acer rubrum) and
Chinese privet (Ligustrum sinense) saplings. Wooded wetlands adjacent to the existing
maintained easement were vegetated with red maple, river birch (Betula nigra), sycamore
(Platanus occidentalis), sweetgum (Liguidambar styraciflua) and tulip tree (Liriodendron
tul ipifera).
PROPOSED PROJECT IMPACTS
The proposed project will result in impacts to five jurisdictional streams and seven
wetland areas. Impacts to the Cape Fear River will be avoided by a directional bore
beneath the river.
3
NWP No.12/Request for Jurisdictional Determination S&ME Project No. 1357-09-042
PNG Lillington Pipeline February 11, 2010
Within portions of the project corridor where jurisdictional waters are located, both the
construction and permanently-maintained easement width will not exceed 40 feet.
Wetland areas and stream crossings will be restored to original grade and contour after
construction. While there will be no overall loss of wetlands, 0.27 acre of forested
wetlands located within the project corridor will be converted to emergent wetlands.
Temporary impacts to stream channels will involve clearing a 40-foot corridor and
excavating an approximately five-foot wide trench for the pipe during construction.
Stream banks will be restored to original grade and contour after construction is
complete. Typical wetland and stream crossing details are attached (Figures 5A and 5B -
Appendix II).
The pipeline will primarily be installed using the open-cut method. This will involve
digging a trench that will be an average of five feet wide for most of the corridor length.
Joints of the pipeline will then be welded and the pipe will be lowered into the trench.
Excavated areas will be backfilled and returned to their pre-construction contours.
The locations of jurisdictional areas are depicted on the attached Figures 2 and 3
(Appendix II), and on the Jurisdictional Waters of the U.S. Impact Plan sheets (Appendix
VII).
PROTECTED SPECIES
To address protected species, S&ME performed both a literature and field review for
protected species within the project corridor. S&ME's literature review of potential
protected terrestrial species occurrences and habitat entailed obtaining existing records
from federal and state sources to identify documented records of protected species. The
USFWS list of federally protected species and the NCNHP Element Occurrence (EO)
Database were consulted for a listing of protected species documented within Harnett
County, North Carolina. This review identified one protected plant and two protected
animal species. Listed fauna and flora and their federal status are identified in Table 1.
Explanations of rankings are included at the end of the table.
Table 1: Protected Flora and Fauna Summary
Species Federal Rank' County Status Habitat Present
Lysimachia asperulifolia

Rough-leaf loosestrife E Current No
Notropis mekistocholas

Cape Fear shiner E Historical No
Picoides borealis

Red-cockaded woodpecker E Current No
z A habitat assessment was not performed for this aquatic species. Project does not impact designated
Critical Habitat for this species.
As part of the literature review, S&ME also consulted the NCNHP GIS database and
Virtual Workroom for a listing of occurrences of federally-listed endangered or
threatened species within or near the project corridor. This review identified three EOs of
federally-listed protected species.
4

NWP No.12/Request for Jurisdictional Determination S&ME Project No. 1357-09-042
PNG Lillington Pipeline February 11, 2010
S&ME personnel also conducted a field review of the project corridor in January 2010.
The field review entailed a pedestrian survey of appropriate habitat to verify the presence
or absence of protected species or potential habitat for protected species. During field
reconnaissance, S&ME personnel integrated the information obtained from supporting
documentation with field evaluation for the presence of protected terrestrial species or
their potential habitat. Portions of the project corridor that matched descriptions of the
preferred habitat for species listed in Table 1 were classified as potential habitat for
protected terrestrial species.
Field review of the project corridor did not reveal potential habitat for red-cockaded
woodpecker, and no individuals of this species were observed. A small stand of pines is
present within the project corridor north of the Cape Fear River and west of U.S.
Highway 421; however, these pines are young and do not meet the diameter requirements
for pines associated with red-cockaded woodpecker nesting sites. No potential habitat for
rough-leaf loosestrife was observed along the project corridor, which comprised wooded
corridors and open, disturbed uplands. Accordingly, the proposed project is not
anticipated to adversely impact red-cockaded woodpecker or rough-leaf loosestrife.
The proposed project crosses the Cape Fear River and several unnamed tributaries. The
proposed pipeline will not impact streams that drain to known populations of Cape Fear
Shiner or its designated Critical Habitat. No documented occurrences of Cape Fear
Shiner are known from the project corridor. Online review of known populations
provided by the North Carolina State Museum of Natural Sciences identified known
populations of Cape Fear Shiner at locations upstream of the project corridor. No
populations were identified in the vicinity of the project corridor or downstream.
Accordingly, the proposed project is not anticipated to impact this species or its
designated Critical Habitat.
S&ME also sent scoping letters to the North Carolina Natural Heritage Program
(NCNHP) and the U.S. Fish & Wildlife Service (USFWS) on February 1, 2010. The
scoping letters included a description of the proposed work, figures detailing the location
of the project corridor, and a request for comments regarding concerns that the respective
agencies may have.
The NCNHP responded with a February 5, 2010 letter confirming that of those federally-
protected species identified within Harnett County, the Cape Fear shiner was the only
element occurrence within the vicinity (albeit historic). The NCNHP also identified
records relating the seven State-listed species, and recommended that although the Cape
Fear River would not be directly impacted, proper sediment and erosion control measures
should be implemented during construction of the remainder of the pipeline to prevent
indirect impacts.
To date, S&ME has not received a response from the USFWS. Copies of the scoping
letters and the NCNHP response are included in Appendix VI.
5
NWP No.12/Request for Jurisdictional Determination SWE Project No. 1357-09-042
PNG Lillington Pipeline February 11, 2010
CULTURAL RESOURCES
S&ME provided a scoping letter to the North Carolina State Historic Preservation Office
(SHPO) on February 1, 2010 (Appendix VI). S&ME also contacted the North Carolina
Office of State Archaeology (OSA) on February 4, 2010. The OSA stated that, based on
the proximity of the project to the Cape Fear River, additional assessment would likely be
necessary to satisfy requirements of Section 106 of the National Historic Preservation
Act. To satisfy that requirement, S&ME Archaeologists are in the process of completing
a field assessment of the project corridor and preparing a report of their findings. Copies
of the final report will be submitted to SHPO, OSA, the USACE and DWQ upon its
completion.
AVOIDANCE AND MINIMIZATION
PNG has designed the proposed project to avoid and minimize impacts to waters of the
U.S. to the extent practical. Clearing will be necessary along the project corridor;
however, it will not result in an easement width of greater than 50 feet in uplands, or 40
feet within wetlands.
Where feasible, stream crossings were designed to limit impacts by crossing at a near
perpendicular angle. Because of the location of the existing easement and the tie-in
points, the easement could not be aligned such that all of the crossings will be
perpendicular. The Cape Fear River crossing will be conducted using directional drilling
methodology to avoid impacts to that channel. The project as proposed does not meet
DWQ's condition regarding near perpendicular stream crossings at two locations.
Accordingly, this application is being submitted to DWQ for written concurrence. Direct
impacts associated with the proposed project will be temporary, and original grade and
contour will be restored in wetlands and at open-cut stream crossings.
REGULATORY CONSIDERATIONS
The combined width of the temporary construction corridor and the permanent easement
will not exceed 40 feet in wetlands and at stream crossings. Placement of riprap
associated with stream crossings will be restricted to the stream bottom and banks, below
the ordinary high water mark. De-stabilization of the stream bed or banks upstream or
downstream of the crossing will not result from the placement of riprap. Following
construction, the temporary stream crossing will be restored to original grade and
elevation. The proposed project should not result in permanent changes in pre-
construction elevation contours or stream dimension, pattern or profile. Excess material
will be removed to a high ground disposal area. Cleared areas will be restored with
native vegetation in accordance with the attached Restoration Plan within 30 working
days of initial land disturbance.
Sediment and erosion control measures shall be consistent with the practices outlined in
the most recent version of the "North Carolina Sediment and Erosion Control Planning
and Design Manual" and approved by the local governing authority. The specifications
for the design, installation, operation and maintenance of Best Management Practices will
comply with the appropriate turbidity water quality standard. Sediment and erosion
control measures placed in waters will be removed and the original grade restored within
6
NWP No.12/Request for Jurisdictional Determination SWE Project No. 1357-09-042
PNG Lillington Pipeline February 11, 2010
two months after the Division of Land Resources has released the project. Impacts have
been avoided where possible and otherwise minimized, and appropriate measures will be
taken during construction to allow flow and circulation patterns of waters of the U.S. to
remain unaffected.
MITIGATION
While no permanent loss of wetlands or wetland function will occur as a result of the
proposed project, limited impacts to forested wetlands adjacent to the existing maintained
easement will occur, as some forested wetlands are converted to emergent wetlands.
These impacts to forested wetlands are minimal and will occur along the previously
disturbed edge between the forested wetland and adjacent maintained easement.
Accordingly, PNG proposes to purchase the appropriate amount of mitigation credit (0.50
acre) from the North Carolina Ecosystem Enhancement Program (EEP). An Acceptance
Letter from EEP is included in Appendix VI.
A majority of the proposed project impacts are temporary in nature, and impacted areas
will be restored to original grade and contour upon completion of construction. To
restore the corridor in wetland areas and at stream crossings, PNG will use a native seed
mix, which will be distributed with placeholder species to provide soil stabilization until
the permanent seeding germinates and becomes established. This seed mix will be
composed of native species (with the exception of the placeholder species, which will
consist of annual species to reduce competition with the native seeds). The restoration
plan submitted with this PCN outlines the seed mix and application methods (Appendix
VIII).
CLOSING
By copy of this correspondence and the completed PCN, we are requesting your written
concurrence with this NWP No. 12 permit application. Please feel free to contact us at
704.523.4726 if you need additional information regarding this submittal.
Sincerely,
S&ME
Joe Lawler, P.W.S.
Natural Resources Project Manager
Michael Wolfe
Natural Resources Department Manager
Senior Review by Dane A. Horna, V.P.
Attachments
cc: Mara Sikora, P.E. - PNG
JoL/ EMW/jol S:\1357\PROJECTS\2009\1357-09-042
APPENDIX 1
Agent Authorization Form, Pre-Construction Notification
(PCN), and Wetland and Stream Impact Tables
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AGENT AUTHORIZATION FORM
Date: 21 January 2010
Project Information
S&ME Project Name: PNG Lillington Bridge Replacement
Type of Project: Jurisdictional Delineation, Nationwide Permitting
Location:. Harnett County, North Carolina
S&ME
Property Owner/Representative Information
Business Name:
Mailing Address:
City, State, Zip Code
Telephone No.
Contact:
Piedmont Natural Gas
4720 Piedmont Row Drive
Charlotte, NC 28210
[phone]
Ms. Mara Sikora, P.E.
Agent Information
Business Name:
Street Address:
City, State, Zip Code:
Telephone No.
Contact:
S&ME, Inc.
9751 Southern Pine Boulevard
Charlotte, N.C. 28273
704.523.4726
Joe Lawler, P.W.S.
Authorization: I G` on behalf of
(Contact
Signature)
&tj aS hereby authorize
(Name of Landowner Project Sponsor)
S&ME, Inc. to act as agent for the above-mentioned project.
OO? W A r! 99
O T
2 0 1 0 0 1 3 4 Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information p
1. Processing

1 a.
Type(s) of approval sought from the i
??
¦ Section 404 Permit ? Section 10 Permit
..:
Corps:
1b. Specify Nationwide Permit (NWP) number: Nationwide Permit 12 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ? Yes ¦ No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
¦ 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
1e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
?Yes ¦No ? Yes ¦ No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation ? Yes ¦ No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h ? Yes ¦No
below.
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ¦ No
2. Project Information
2a. Name of project: PNG Lillington Pipeline
2b. County: Harnett --5 U V/ L&
2c. Nearest municipality / town: Lillington
2d. Subdivision name: NIA
2e. NCDOT only, T.I.P. or state NIA VYETLANUSANOSTORMN6AUT
project no:

Page 1 of 11
PCN Form - Version 1.3 December 10, 2008 Version
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3. Owner Information
3a. Name(s) on Recorded Deed: Linear Corridor Project, multiple owners
3b. Deed Book and Page No. NIA
3c. Responsible Party (for LLC if
applicable): NIA
3d. Street address: NIA
3e. City, state, zip: N/A
3f. Telephone no.: N/A
3g. Fax no.: N/A
3h. Email address: N/A
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent 0 Other, specify: Property Easement Owner
4b. Name: Mara Sikora, P.E.
4c. Business name
(if applicable): Piedmont Natural Gas
4d. Street address: 4720 Piedmont Row Drive
4e. City, state, zip: Charlotte, N.C. 28210
4f. Telephone no.: 704.731.4375
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Joey Lawler, P.W.S.
5b. Business name
(if applicable): SBME, Inc.
5c. Street address: 9751 Southern Pine Boulevard
5d. City, state, zip: Charlotte, N.C. 28273
5e. Telephone no.: 704-523.4726
5f. Fax no.: 704-565-4929
5g. Email address: jlawlerdfil.)smeinc.com
Page 2 of 11
B. Project Information and Prior Project History
1. Property Identification
0650-74-2096, 0650-64-6412, 0650-64-1818, 0650-43-
1a. Property identification no. (tax PIN or parcel ID): 8021, 0650-42-7706 and 100549-0345-05
Origin
Latitude: 35.40835 Longitude: - 78.810375
1b. Site coordinates (in decimal degrees): Terminus
Latitude: 35.405264 Longitude: - 78.816736
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: - 3.5 Acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Cape Fear River
proposed project:
2b. Water Quality Classification of nearest receiving water: Cape Fear River: WS4V; CA
2c. River basin: Cape Fear - HUC 03030004
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project corridor and surrounding areas consist of wooded areas, existing maintained utility easement or
access roads and open, urbanized area.
3b. List the total estimated acreage of all existing wetlands on the property:
0.85 Acre
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
226 If + Cape Fear River
3d. Explain the purpose of the proposed project:
The proposed pipeline will replace a section of pipeline that is currently attached to the U.S. Highway 421 bridge
over the Cape Fear River In Lillington, N.C. NCDOT Is planning to replace this bridge, necessitating removal of
the pipeline. To maintain service and improve safety, PNG is proposing to replace the aerial line with buried
pipe, which will be bored under the Cape Fear River.
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed project involves construction of a new natural gas pipeline, a portion of which will be bored
beneath the Cape Fear River. At overland routes, joints of the pipeline will be welded, the pipe will be lowered
into a trench and the trench will be backfilled. Equipment to be used on the job includes trackhoes, dozers,
trucks, sidebooms, welding rigs and boring machines.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property
/

? Yes ? No •Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
? Preliminary ? Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
? Yes ?No ? Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ? Yes n No
6b. If yes, explain.
Page 4 of 11
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
• Wetlands 0 Streams - tributaries ? Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
See Attached
? Yes
? Corps
W1 ? P ? T Table in ? No ?DWQ
Appendix I
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? PEI T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? PEI T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)

S1 ? P ? T See Attached
Table in ? PER ? Corps

Appendix I
INT
?
?DWQ
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts
3i. Comments:
Page 5 of 11
PCN Form - Version 1.3 December 10, 2008 Version
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 individual) list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments: N/A - no open water impacts.
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments: N/A - no pond or lake construction.
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ? Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary T impact required.
B1 ?P?T -
?Yes
? No
B2 ? P ? T ? Yes
? No
B3 ? P ? T ? Yes
? No
6h. Total buffer impacts
6i. Comments: N/A - no buffer impacts.
Page 6 of 11
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
To avoid and minimize impacts to waters of the U.S. within the project corridor, PNG has proposed to install a
portion of the new gas pipeline along an existing maintained pipeline easement. Construction access will be
limited to an existing, earthen road and an existing sewer easement, eliminating the need for clearing additonal
access roads. Upon completion of impacts, original grades and contours will be restored in wetland areas and
at stream crossings. Wetiand impacts and stream crossings will be temporary and will not result in a permanent
loss of stream linear footage or wetland acreage. Limited, permanent conversion of forested wetlands to
emergent will occur within portions of the easement that will be regularly-maintained. These areas will be
restored through use of a native seed mix upon completion of construction, but will be maintained as emergent
wetlands. The Cape Fear River crossing will be constructed using horizontal directional drilling.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ¦ Yes ?No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this
project?
• Payment to in-lieu fee program (EEP)
? Permittee-Responsible Mitigation
3. Complete If Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. • yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): N/A square feet
4e. Riparian wetland mitigation requested: 0.27 acres of impact (purchase of 0.5 acre of credit from
EEP required)
4f. Non-riparian wetland mitigation requested: N/A acres
4g. Coastal (tidal) wetland mitigation requested: N/A acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
Page 7 of 11
PCN Form - Version 1.3 December 10, 2008 Version
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes 0 No
6b. If yes, then identity the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments: N/A - no buffer impacts.
Page 8 of 11
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a . Does the project include or is it adjacent to protected riparian buffers identified
?Yes • No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
? Yes ? No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 0%
2b. Does this project require a Stormwater Management Plan? ? Yes • No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The proposed pipeline does not result
in an increase of impervious surface.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, na rrative description of the plan:
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWO 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
? Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
? HOW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply):
? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 9 of 11
PCN Form - Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a . Does the project involve an expenditure of public (federal/state/local) funds or the ? Yes ® No
use of public (federal/state) land?
1 b . If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ? No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
? Yes
? No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Project involves relocation of an existing natural gas pipeline, and is not a growth-inducing project.
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.
Page 10 of 11
PCN Form -Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ® Yes ? No
impacts?

5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
®
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Natural Heritage Virtual Workroom, U.S. Flsh and Wildlife Service (USFWS) North Carolina County Species List, Scoping
letters to NC Natural Heritage Program (NCNHP) and to USFWS.
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?
Natural Heritage Virtual Workroom, USFWS North Carolina County Species List, Scoping letters to NCNHP and to
USFWS.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Scoping letter to the North Carolina State Historic Preservation Office. Site reconniassance and Technical-Level Report
currently underway.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? Yes ? No
8b. If yes, explain how project meets FEMA requirements: No changes in grade or contour will be made and no im
erviou
p
s
surfaces are proposed as part of the project.
8c. What source(s) did you use to make the floodplain determination? FEMA flood maps (accessed online).
Joey Lawler, P.W.S. c,2 ff
Applicant/Agent's Printed Name Applica Age s Signature Date
(Agent's signature is valid only, an authorization letter from the applicant
is rovided.
Page 11 of 11
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APPENDIX II
Figures - Site Vicinity Map (Figure 1), USGS Topographic
Map (Figure 2), 2008 Aerial Photograph (Figure 3), USDA
Harnett County Soil Survey Map (Figures 4), and Typical
Stream and Wetland Crossings (Figures 5A and 513)
i
Raven Rock State Park 4 -f ? ? ? ` I ? %L 7{ ? _,,•
)J
IIf I \ '• _ L
- / 421 J
\ L7
Pe Fear Klver 9
B-vies 1
N
1 1 {?•.r?h ri
:
?'. 7, ?i L-illington
1
Project Location
REFERENCE: _
THE ABOVE INFORMATION WAS OBTAINED FROM THE ESRI STREETMAP USA DATASET (2000). PLEASE NOTE
THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER 0 2 3
USES. THEREARE NO GUARANTEESABOUT ITS ACCURACY. S&ME, INC.ASSUMES NO RESPONSIBILITY FOR
ANY DECISION MADE OR ANY ACTIONS TAKEN BY THE USER BASED UPON THIS INFORMATION. Miles
.ALE. AS SHOWN FIGURE
kTE: 2.8.2010 SITE VICINITY MAP NO 2AWN BY: DDH S&ME PNG Lillington Pipeline
Harnett County, North Carolina
iECKED BY MW PROJECTNO:
1357-09-016 All
r A
r ' Wetland 2C
'? '•, n . JWetland 2B
• ` i Stream 3 k
Stream 2
Wetland 2A
Stream 4 ti
Wetland 2
44
- (Cape Fear River)
]- - Wetland 2D 3 Stream 1
Wetland 1'
Stream 5 Stream 16 _
Wetland 3 1 k.
i sa
s? ` , * ?? 1151 ? _? - ? '•[ ? _?
r
l rt 1 f ® Perennial RPW
xo' Y.
4 ?'r• r. ?'? 1 • TN W
(11111 Wetland (Abutting a RPW)
~? - Construction Access Roads
`Eea Proposed 4" Gas Line (on Existing Easement)
f?,z ,.?, t x ! Proposed 6" Gas Line (on New Easement)
REFERENCE: 2000 LILLINGTON [NC] USGS QUAD SHEET
THE ABOVE GIS LAYERS WERE OBTAINED FROM THE USGS GEOSPATIAL DATA GATEWAY. PLEASE NOTE THIS MAP IS FOR I
INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER USES. THERE ARE NO 0 _2550 500 750
GUARANTEES ABOUT ITS ACCURACY. S&ME,INC. ASSUMES NO RESPONSIBILITY FOR ANY DECISION MADE OR ANY
ACTIONS TAKEN BY THE USER BASED UPON THIS INFORMATION. Feet
SCALE: 1" = 500' ?+ FIGURE
DATE: USGS TOPOGRAPHIC MAP NO.
2.5.2010
PNG Lillington Pipeline
DRAWN BY: S&ME
DDH Harnett County, North Carolina
HECKEDBY. MW PROJECT NO:
? 1357-09-042 ,
`L Wetland 2C
.1h • j^? ' , ".', Emergent / Forested + +
` c 0.35 Acre Temporary Impact 1 y?
% No Permanent Impact
? ! jy ?Y 1; Ir
Wetland 2D r '? • `*c,•'? a ;.
} r Emergent.
v f r 's 0.06 Acre Temporary Impact
+ 0.01 Acre Permanent Impact +
,k.? ? ? • ,+, , '; ? a ?' ? Wetland 2B .?
F tad ?e? ? ?`a, . r tc?.« Emergent
Y 0.01 Acre Temporary Impact
/ Stream 3
Perennial RPW ). No Permanent Impact
! `' t 40 LF Temporary Impact ? ° f
a, r Wetland 2A
Emergent ?.
0.04 Acre Temporary Impact
Stream 4 (Cape Fear River) No Permanent Impact
TNW rr,. i tt +r. ii r ,
No Impact (Directionally Bored)
Lg . t
Stream 2 Wetland 1
Perennial RPW Forested
{ 24 LF Temporary Impact ,, 0.03 Acre Temporary Impact
0.03 Acre Permanent Impact
Wetland 2 .
Stream 1
t Forested Perennial RPW
? 1 .+ 0.01 Acre Temporary Impact 43 LF Temporary Impact
r No Permanent Impact pact
Stream 1A
Perennial RPW
30 LF Temporary Impact
Stream 5 Stream 1 B
Perennial RPW Perennial RPW
89 LF Temporary Impact No Impact (Avoided)
Wetland 3 tk? ,r . k „I
Emergent / Forested
0.08 Acre Temporary Impact
0.23 Acre Permanent Impact
afy ? is
00
S_10TH-Sr
Construction Access Roads 0 Wetland (Abutting a RPW). ,
Proposed 4" Gas Line (on Existing Easement) • Perennial RPW
Proposed 6" Gas Line (on New Easement) i TNW `
REFERENCE: ECU
THE ABOVE GIS LAYERS WERE OBTAINED FROM THE HARNETT COUNTY GEOGRAPHIC INFORMATION SYSTEMS +NCAN.ST\ , - `
(GIS) DEPARTMENT AND THE NCONEMAP WEB SITE. PLEASE NOTE THIS MAP IS FOR INFORMATIONAL PURPOSES, '•. .
ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER USES. THERE ARE NO GUARANTEES ABOUT ITS j''500" . .4! r
ACCURACY. S&ME, INC. ASSUMES NO RESPONSIBILITY FORANY DECISION MADE OR ANY ACTIONS TAKEN BY 0 - 250k 750'
THE USER BASED UPON THIS INFORMATION.
t., iiiiFee
SCALE: 1" = 400, FIGURE
DATE: 2.5.2010 2008 AERIAL PHOTOGRAPH NO.
DRAWN BY: _ PNG Lillington Pipeline
DDH S&ME - Harnett County, North Carolina
:HECKEDBY: MW PROJECT NO:
1357-09-042
WkB
Wh
Ro
AtA
Au
Ch

W
Stream 4
(Cape Fear R
AtA
Wetland 2C
W
Stream 3
Wetland 2D
w

Ch

1-
Wetland 2A
Stream 1 A
Stream 1 B
\ Ch
00
AtA
Pd
WkB
m
• Perennial RPW Ch: Chewacla and Conagree loams, frequently flooded
• TNW NOB: Norfolk loamy sand, 2-6% slopes
Wetland (Abutting a RPW) Pd: Pits-Dumps complex
s, Construction Access Roads W: Water
Proposed 4" Gas Line Wh: Wehadkee loam, frequently flooded
Proposed 6" Gas Line WkD: Wickham fine sandy loam, 6-15% slopes, rarely flooded
REFERENCE: USDA SOIL SURVEY GEOGRAPHIC(SSURGO) DATASET FOR HARNETT COUNTY
THE ABOVE GIS LAYERS WERE OBTAINED FROM THE USGS GEOSPATIAL DATA GATEWAY PLEASE NOTE THIS MAP IS FOR
INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER USES. THERE ARE NO 0 250 500 750
GUARANTEES ABOUT ITS ACCURACY. SSME, INC. ASSUMES NO RESPONSIBILITY FOR ANY DECISION MADE OR ANY
ACTIONS TAKEN BY THE USER BASED UPON THIS INFORMATION. Feet
GALE: 1., . 500' USDA HARNETT COUNTY FIGURE
ATE: NO.
2.5.2010 S&ME SOIL SURVEY MAP
RAWN BY: DDH = PNG Lillington Bridge Replacement
Harnett County, North Carolina
-IECKED BY: MW PROJECT NO: 1357-09-042
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PLANYIEW

Wetland-,, Silt Fence
Spoil Pile Silt Fence 40'Maxiniurn
Wetland Disturbance

Gas Pipeline
Bentonite
Plug Silt Fence
Z

SCALE: NOT TO SCALE TYPICAL WETLAND C nGURE NO.'
DATE: 2.8.2010
*S&ME ROSSING
DRAM BY- DDH , PNG Lillington Pipeline 5 B
F
oj
Harnett, North Carolina

APPENDIX III
Site Photographs

Photo 1: View toward Wetland 1 facing west.
Photo 2: View of Wetland 2 facing west.
Photo 3: View of Wetland 2A facing north down access road.
Photo 5: View toward Wetland 2C facing south in existing Photo 6: View of Wetland 2D facing north in existing sewer
sewer easement. easement..
Taken by: CML/JoL REPRESENTATIVE
SITE PHOTOGRAPHS
Checked by: EMW
&ME PNG Lillington Pipeline
Harnett County, North Carolina
Dates: 01 and
02.2010 Project No.: 1357-09-042 Page 1 of 2
i
Photo 4: View of Wetland 2B facing south down access
road.
M` F
Photo 7: View of Stream 1 facing northeast - note
beaver dam.
Photo 8: View of Stream 2 facing north.
Photo 10: View of Stream 4 (Cape Fear River) facing
west.

x
t L
` 1rR?'41a1! ; '??F y?$ ti+'
?? ?,< et r r
Photo 11: View of Stream 5 facing west.
Taken by: CML/JoL REPRESENTATIVE
SITE PHOTOGRAPHS
Checked by: EMW PNG Lillington Pipeline
J= ME Harnett County, North Carolina
Dates: 01 and
02.2010 Project No.: 1357-09-042 Page 2 of 2
I Photo 9: View facing toward Stream 3/Wetland 2D near
existing sewer easement.

APPENDIX IV
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 I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:
C. PROJECT LOCATION AND BACKGROUND INFORMATION:
State:NORTH CAROLINA County/parish/borough: HARNETT City: LILLINGTON
Center coordinates of site (lat/long in degree decimal format): Lat. 34.4086° N, Long. 78.8150° W.
Universal Transverse Mercator:
Name of nearest waterbody: CAPE FEAR RIVER
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: CAPE FEAR RIVER
Name of watershed or Hydrologic Unit Code (HUC): 03030004
9 Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
? Check if other sites (e.g., offsite 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:
0 Field Determination. Date(s): DECEMBER 2009 AND JANUARY 2010
SECTION H: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There Are "navigable waters of the US." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the review
area. [Required]
Waters subject 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 Pick List "waters of the US." within Clean Water Act (CWA) jurisdiction (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 territorial seas
® Wetlands adjacent to TNWs
® Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs
? Non-RPWs that flow directly or indirectly into TNWs
? Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
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: LENGTH: STREAM 1 = 97, STREAM ]A = 105, STREAM IB = 131, STREAM 2 = 39.5, STREAM 3 =
107.5, STREAM 4 = 79, AND STREAM 5 = 331 linear feet: STREAM 1= 6, STREAM IA = 4, STREAM IB = 5, STREAM 2 = 3,
STREAM 3 = 5, STREAM 4 = 500, STREAM 5 = 3 width (fl) and/or acres.
Wetlands: WETLAND 1 = 0.041, WETLAND 2 = 0.006, WETLAND 2A = 0.032, WETLAND 2B = 0.0002, WETLAND 2C =
0.354, WETLAND 2E = 0.1, WETLAND 3 = 0.381 acres.
c. Limits (boundaries) of jurisdiction based on: Pick List
Elevation of established OHWM (if known):
2. Non-regulated waters/wetlands (check if applicable):3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
Boxes checked below shall be supported by completing the appropriate sections in Section fl] below.
' For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
' Supporting documentation is presented in Section 111.F.
SECTION HI: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section HI.A.I and Section M.D.]. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections M A.1 and 2
and Section M.D.I.; otherwise, see Section ID.B below.
1. TNW
Identify TNW: CAPE FEAR RIVER.
Summarize rationale supporting determination: ESTABLISHED AS CURRENT AND HISTORIC TRADE ROUTE.
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent": APPARENT DITCHES HAVE DRAINED PORTIONS OF
WETLAND 3 AND THEREFORE HAS SEVERED THE HYDROLOGIC CONNECTION. HOWEVER, WETLAND 3 IS LOCATED
WITHIN THE FLOODPLAIN AND FEMA FLOOD MAPS AND 1S THEREFORE CONSIDERED ADJACENT TO A TNW.
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 HI.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section M.D.4.
A wetland that is 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
consider the 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 M.B.I for
the tributary, Section HI.B.2 for any onsite wetlands, and Section M.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section HI.C below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: Pick List
Drainage area: Pick List
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
? Tributary flows directly into TNW.
? Tributary flows through Pick List tributaries before entering TNW.
Project waters are Pick List river miles from TNW.
Project waters are Pick List river miles from RPW.
Project waters are Pick List aerial (straight) miles from TNW.
Project waters are Pick List aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
`Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West.
Identify flow route to TNW5:
Tributary stream order, if known:
(b) General Tributary 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: Pick List.
Primary tributary substrate composition (check all that apply):
? Silts ? Sands ? Concrete
? Cobbles ? Gravel ? Muck
? Bedrock ? Vegetation. Type/% cover:
? Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain:
Presence of run/riffle/pool complexes. Explain:
Tributary geometry: Pick List
Tributary gradient (approximate average slope): %
(c) Flow:
Tributary provides for: Pick List
Estimate average number of flow events in review area/year: Pick List
Describe flow regime:
Other information on duration and volume:
Surface flow is: Pick List. Characteristics:
Subsurface flow: Pick List. Explain findings:
? Dye (or other) test performed:
Tributary has (check all that apply):
? Bed and banks
? OHWM6 (check all indicators that apply):
? clear, natural line impressed on the bank ?
? changes in the character of soil ?
? shelving ?
? vegetation matted down, bent, or absent ?
? leaf litter disturbed or washed away ?
? sediment deposition ?
? water staining ?
? other (list):
El Discontinuous OHWM.' Explain:
If factors other than the OHWM were used to determ
High Tide Line indicated by: ?
? oil or scum line along shore objects
? fine shell or debris deposits (foreshore)
? physical markings/characteristics
? tidal gauges
? other (list):
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
ine lateral extent of CWA jurisdiction (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., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:
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.
6A natural or man-made discontinuity in the OHWM does not necessarily 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 flow above and below the break.
'Ibid.
(iv) Biological Characteristics. Channel supports (check all that apply):
? Riparian corridor. Characteristics (type, average width):
? Wetland fringe. Characteristics:
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. 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 Wetland Characteristics:
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: Pick List. Explain:
Surface flow is: Pick List
Characteristics:
Subsurface flow: Pick List. Explain findings:
? Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non-TNW:
? Directly abutting
? Not directly abutting
? Discrete wetland hydrologic connection. Explain
? Ecological connection. Explain:
? Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are Pick List river miles from TNW.
Project waters are Pick List aerial (straight) miles from TNW.
Flow is from: Pick List.
Estimate approximate location of wetland as within the Pick List floodplain.
(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 supports (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: Pick List
Approximately ( ) acres in total are being considered in the cumulative analysis.
For each wetland, specify the following:
Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NEXUS 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 speculative or insubstantial effect on the chemical, 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 the features documented and the effects on the TNW, as identified 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 TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
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 or absence of significant nexus below, based on the tributary itself, then go to Section 111.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 of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section II1.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do 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 in review area:
® TNWs: 79 linear feet 500 width (ft), Or, acres.
® Wetlands adjacent to TNWs: WETLAND 3 = 0.381 acres.
2. RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: STREAMS 1, 1A, 113, 3 AND 5 ARE PRESENT ON USGS TOPOGRAPHIC MAPS, NHD DATA
LAYER, AND SOIL SURVEY MAP. STREAM 2 EXHIBITED GEOMORPHOLOGY AND HYDROLOGY
CONSISTENT WITH PERENNIAL STREAMS AND IS PRESENT ON THE NHD DATA LAYER.
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 that apply):
0 Tributary waters: STREAM 1 = 97, STREAM IA =105, STREAM lB =131, STREAM 2 = 395, STREAM 3 =
107.5, STREAM 4 = 79, AND STREAM 5 = 331 linear feetSTREAM l= 6, STREAM lA = 4, STREAMIB = 5, STREAM 2 = 3,
STREAM 3 = 5, STREAM 4 = 500, STREAM 5 = 3 width (ft).
El 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 jurisdictional waters within the review area (check all that apply):
Q Tributary waters: linear feet width (ft).
El Other non-wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section II1.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW: DIRECT HYDROLOGIC CONNECTIONS OBSERVED IN THE FIELD.
Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section 111.13 and rationale in Section I11.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: WETLAND 1 = 0.041, 0.006, WETLAND 2A = 0.032,
WETLAND 2B = 0.0002, WETLAND 2C = 0.354, WETLAND 2E = 0.1, WETLAND 3 = 0.381 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 in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section 11I.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
El Wetlands adjacent to such waters, and have when considered in 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 provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. 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 U.S.," or
Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
Q Demonstrate that water is 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 "PLY): is
? 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.
8See Footnote k 3.
'To complete the analysis refer to the key in Section I11.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 Jurisdiedon FoUowing Rapanos.
which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
? Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional 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 in 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 acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of 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 (Il).
Lakes/ponds: acres.
? Other non-wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
? Non-wetland waters (i.e., rivers, streams): linear feet, width (fl).
? 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:
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.
? 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 map(s). Cite scale & quad name:1:24000, 1993 LILLINGTON, N.C..
USDA Natural Resources Conservation Service Soil Survey. Citation:
? National wetlands inventory map(s). Cite name:
? State/Local wetland inventory map(s):
? FEMA/FIRM maps:
100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: ? Aerial (Name & Date):
or ® Other (Name & Date):REPRESENTATIVE SITE PHOTOGRAPHS, DECEMBER 2009 AND JANUARY 2010.
? Previous determination(s). File no. and date of response letter:
? Applicable/supporting case law:
Applicable/supporting scientific literature:
? Other information (please specify):SEE ATTACHED USACE STREAM QUALITY FORMS, DWQ STREAM
IDENTIFICATION FORMS, AND COASTAL PLAIN WETLAND DETERMINATION FORMS.
B. ADDITIONAL COMMENTS TO SUPPORT JD:
APPENDIX V
Representative Routine Wetland Determination Data Forms
WETLAND DETERMINATION DATA FORM - Atlantic and Gulf Coastal Plain Region
Project/Site: WII?,,r m I'll k f?f boc( ty/county: Lt?lih?t?y1't t` VV1t ?? Sampling Date:
Applicant/Owner. I cLI VNa?If N C State: NL Sampling Point: VA
Investigator(s): Cf, 4-- V-1 t-t LYf U •X? Section, Township, Range: t
`` 1 :J
Landform (hillslope, terrace, etc.): U0?1 I?{L) ?tt Local relief (concave, convex, none): ?0YI & Slope (%):
Subregion (LRR or MLRA): ) 4/1 (W ij 0 P?' Lat. 35 y 091) Long: 91 13 Datum:
Soil Map Unit Name: ?Z?/larl ?t L W t'1 Kd(N[ { l oor?t NWI classification. P F 01 A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? .t Are "Normal Cirarmstances' present? Yes No
Are Vegetation . Soil . or Hydrology naturally problematic? (If needed, explain any answers: In Remarks.) c`
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects;.important features, etc.
Hydrophytic Vegetation Present? Yes / No Is the Sampled Area ?/
Hydric Sal Present? Yes T No within a Wetland? Yes X No
Wetland Hydrology Present? Yes_ No
Remarks:
I VIIS dWA Olki II lo(Ift,,) (.+. Q ?.(,vt tsd ic. 6WJ AA,
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is reouired• check all that apply) - Surface Soil Cracks (B6)
_ Surface Water (Al) _ Water-Stained Leaves (Bg) - Sparsely Vegetated Concave Surface (Bt))
High Water Table (A2) - Aquatic Fauna (B13) Drainage Patterns (B10)
Saturation (A3) - Mari Deposits (1315) (LRR U) _ Moss Trim Lines (B16)
_ Water Marks (Bt) - Hydrogen Sulfide Odor (Cl) _ Dry-Season Water Table (C2)
_ Sediment Deposits (B2) _ Oxidized Rhizospheres on Living Roots (C3) _ Crayfish Burrows (C6)
_ Drift Deposits (B3) - Presence of Reduced Iron (C4) _ Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (134) - Recent Iron Reduction in Tilled Soils (C6) Geomorphic Position (D2)
- Iron Deposits (B5) _ Thin Muck Surface (C7) _ Shallow Aquitard (D3)
Inundation Visible on Aerial Imagery (B7) _ Other (Explain in Remarks) FAC-Neutral Test (135)
Field Observations:
Surface Water Present? Yes No -)L Depth (inches):
Water Table Present? Yes No Depth (inches): o? +W b tncheS
Saturation Present? Yes No Depth (Inches): SN u"e' Wetland Hydrology Present? Yes No
includes capillary hinge)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: .•. .
Remarks-
cell 1nGln.viU?
?G( ???r?v ??af
(? ?,??w
Alt&

US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - interim Version
VEGETATION - Use scientific names of plants.
Sampling Point W-1
1

Tree Stratum (Plat size: 3b ?L. YFdI pus)
1. -r ml A ? i o Absolute Dominant Indicator
%Cover Species? Status
Rr cv? Dominance Test works heet:
Number of Dominant Species
That Are OBL, FACW, or FAC:

?

(A)
_ 2. 41 h VI S }A S FgC-
1 r,''
3. Liquid amt a)1 Li! jVb,-;4ma
as Y TAL} Total Number of Dominant
Species Across All Strata:
(B)
4. 6-+AO144 D[t?d&QAUQ 10 (? )QLW

5 Percent of Dominant Species -
That Are OBL
FACW
FAC 1
`60
A/B
, or
,
: (
)
Prevalence Index worksheet

Sapling Stratum (Plot size: 30-fit • Y-1JAA S)
1. ' Af JA 15 Total Cover Total % Cover of Multiply by:
OBL species x 1 =
FACW species x2=
2. FAC species x3=
3. FACU species x4=
4. UPL species x5=
5. Column Totals: (A) (B)
6.
7 Prevalence Index = B/A =
r
Shrub Stratum (Plot size: 3 0--f+ - f'ad iN Total Cover
( )
,. L*nS'h' W SWOV l00 Y FAC_
2.
3.
4.
5.
6.
7.
Herb S r r (Plot size: 30 ??1..jrvA IAA 5
1. Flo Y-v 1u Vlo ;A4,i,O1
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12
:. Fnl,* . ,v .
Hydrophytic Vegetation Indicators:
Dominance Test is >50%
Prevalence Index Is 53-0'
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric sop and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Vegetation Strata:
Tree -Woody plants, exduding woody vines,
= Total Cover approximately 20 ft (6 m) or more In height and 3 In.
to FA- (7.6 cm) or larger in diameter at breast height (13131-1).
N c.
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 it (1 to 6 m) in height-
Herb - Ail herbaceous (non-woody) plants, including
herbaceous vines, regardless of size. Includes woody
plants, except woody vines, less than approximately
3 ft (1 m) in height.
Woody vine - All woody vines, regardless of height
Woody Vine Stratum (Plot size: ) !
,. NIA
2. -
3. -
4.
=Total Cover
5. Hydrophytic
Vegetation
= Total Cover Present? Yes No ,
Remarks: (if observed, fist morphological adaptations below).
'VI jomiv?-J-
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Interim Version
SOIL
Sampling Point: VV l
Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) - Color (moist) % Color (moist) % Tvoe Loci Texture Remarks
°-a 10Ye -313 Sil clo X111"
?- 8 I bV "I ;L )(A 'A IaVA
1-1a+ 1018513 N 1IXW

'Type: C=Concentration, D=De ledon, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 'Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: Indicators for Problematic Hydric Soils':
Histosol (Al) - Polyvalue Below Surface (S8) (LRR S, T. U) _ 1 cm Muck (A9) (LRR O)
_ Histic Epipedon (A2) _ Thin Dark Surface (S9) (LRR S, T, U) _ 2 cm Muck (A10) (LRR S)
_ Black Histic (A3) - Loamy Mucky Mineral (Fl) (LRR O) - Reduced Vertic (F18) (outside MLRA 160A,B)
Hydrogen Sulfide (A4) - Loamy Gleyed Matrix (F2) - Piedmont Floodplain Soils (F19) (LRR P, S, T)
- Stratified Layers (A5) _ Depleted Matrix (F3) _ Anomalous Bright Loamy Soils (1720)
_ Organic Bodies (A6) (LRR P, T, U) - Redox Dark Surface (F6) (MLRA 1638)
- 5 cm Mucky Mineral (A7) (LRR P, T, U) _ Depleted Dark Surface (F7) - Red Parent Material (TF2)
- Muck Presence (A8) (LRR U) - Redox Depressions (F8) _ Very Shallow Dark Surface (TF12) (LRR T, U)
_ 1 cm Muds (A9) (LRR P, T) _ Mari (F10) (LRR U) _ Other (Explain in Remarks)
_ Depleted Below Dark Surface (A11) _ Depleted Ochric (F11) (MLRA 161)
_ Thick Dark Surface (A12) _ Iron-Manganese Masses (F12) (LRR O, P, T) 'Indicators of hydrophytic vegetation and
_ Coast Prairie Redox (A16) (MLRA 160A) _ Umbric Surface (F13) (LRR P, T. U) wetland hydrology must be present,
- Sandy Mucky Mineral (S7) (LRR O, S) _ Delta Ochric (F17) (MLRA 161) unless disturbed or problematic.
- Sandy Gleyed Matrix (S4) - Reduced Vertic (F18) (MLRA 150A, 150B)
_ Sandy Redox (S5) _ Piedmont Floodplain Soils (1719) (MLRA 149A)
_ Stripped Matrix (S6) _ Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
Dark Surface (S7) (LRR P. S, T, U)
Restrictive Layer (if observed):
Type:
Depth (inches): Hydric Soil Present? Yes No
Remarks:
Lt 1,
?/? ta'i l+ ?4C ?? ! I
v"` JYbc ? - 00-0 00 ?1(T(? t'
) ?(
S r o(N U, s. Hvv? y a I il,? L ? ? 1?v`s fug, AIC,
?ictl+,i ?Y?clKo(Q ?rw a?l 6.a? (A t:6 arw( ago (t?uvta(,L ^'A

US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Interim Version
WETLAND DETERMINATION DATA FORM - Atlantic and Gulf Coastal Plain Region
Project/Site: ?11>? ?f)?1 ? c 1ir? 9914 We"i+ City/County.lifl'ra?M?H4riwt+ Sampling Date:
Applicant/Owner. A, rJw_n SUS State: MC Sampling Point: W-3
Investigator(s): (A4tV } 4 L%, Lkrn Section, Township, Range:
Landforrn (hilislope, terrace, etc.): 711 A) Local relief (concave, convex, none): ?1OVIe Slope (%): Q_
Subregion (-RR or MLRA): ,v% (DA4.1 law Lat: ?I7yJ`? Long: 1 ?. ?? 6 R , IDatum:
Soil Map Unit Name: ?('put"t COw1??@X NWI classification: /VIA
Are climatic / hydrologic conditions on the site typical for this time of year? Yes --X-- No (If no, explain In Remarks.)
Are Vegetation . Soil or Hydrology significantly disturbed? Are `Normal Circumstances' present? Yes No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes No
Wetland Hydrology Present? Yes No
Remarks:
?i,,s ?' G-t' vv l w? .
is C1 a p aiwi is l in ail
HYDROLOGY
Wetland Hydrology Indicators: , S
&ndarv Indicators (minimum of two reauired)
Primary Indicators (minimum of one is required: che ck all that apply) _ Surface Soil Cracks (36)
- Surface Water (Al) - Water-Stained Leaves (39) _ Sparsely Vegetated Concave Surface (38)
- High Water Table (A2) - Aquatic Fauna (313) _ Drainage Patterns (310)
Saturation (A3) _ Mad Deposits (B15) (LRR U) _ Moss Trim Lines (816)
_ Water Marks (131) _ Hydrogen Sulfide Odor (C1) _ Dry-Season Water Table (C2)
_ Sediment Deposits (82) _ Oxidized Rhizospheres on Living Roots (C3) _ Crayfish Burrows (C8)
_ Drift Deposits (B3) _ Presence of Reduced Iron (C4) - Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (134) _ Recent Iron Reduction in Tilled Soils (C6) - Geomorphic Position (D2)
Iron Deposits (35) - Thin Muck Surface (C7) - Shallow Aquitard (D3)
Inundation Visible on Aerial Imagery (87) _ Other (Explain In Remarks) _ FAG-Neutral Test (135)
Field Observations:
Surface Water Present? Yes No Depth (inches): V1 Q
Water Table Present? Yes No Depth (inches): Ir10
Saturation Present? Yes No Depth Cinches): ti{ (a Wetland Hydrology Present? Yes No
includes calla hinge)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Interim Version
VEGETATION - Use scientific names of plants. Sampling Point: 3
Absolute Dominant Indicator
Tree Stratum (Plot size: ?? y?1 ) % Cover S e 'es? Status
1. 6kAfV7 LAS V) ioAYat oZ? Y Dominance Test worksheet
Number of Dominant Species
That Are OBL, FACW, or FAC: 5 (A)
2. IVI ?AMd 10
QVEI IS S}c rA"U
3. ? Total Number of Dominant
Species Across All Strata: (B)
-
a. /fit W try Nyv? _ 1 TA C.

5 Percent of Dominant Species
That Are OBL
FACW
or FAC: 100
A/8 - -

_
6 ,
,
(
)
7.
Prevalence Index worksheet
r1 = Total Cover
Sapling Stratum (Plot sae: T t ojivL )
1. L?gNida_vAW jf?rri!41VO aD°I° _Y FA0
2.
3.
4.
5.
6.
7.
-r,1 ? = Total Cover
Shrub Stratum (Plot size: ? " ?uhu5 )
1- MoviJIr\aria 60 i tA>?V?
2-
3.
4.
5.
6.
7.
= Total Cover
Herb Stratum (Plot size:
1.
2.
3.
4.
5.
6-
7.
8.
9-
10.
11
12.
Total % Cover of Multiply by:
OBL species x 1 =
FACW species x 2 =
FAC species X3=
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
H drophytic Vegetation Indicators:
Dominance Test is >50%
_ Prevalence Index is 53.0'
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic-
Definitions of
Tree - Woody plants, excluding woody vines,
approximately 20 it (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling - Woody plants, excluding woody vines,
approximately 20 R (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 R (1 to 6 m) in height.
Herb - All herbaceous (non-woody) plants, including
herbaceous vines, regardless of size. Includes woody
plants, except woody vines, less than approximately
3 ft (1 m) in height.
Woody vine - Ali woody vines, regardless of height.
= Total Cover .
Woody Vine Stratum (Plot size: )
1.AV1iSLi+%411A5 CrWre6l-_fiul SDIo _ fAC-
O
2. _(76VVNi?)W1 ?2ViA LAS IHJAs 50
3.
4.
Hydrophytic
5. Vegetation
W_ = Total Cover Present? Yes No
Remarks: (It observed, list morphological adaptations below).
I:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Interim Version
SOIL
Sampling Point: W-3
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color moist % Color (moist) % Type Loc Texture Remarks
p-\ a, sY 3 1 o
`- ? a, S Yb? Si ? C?a ?Oavln
511
sit ??a i?>M
(6- jai 5Y 8 3 sit 1)AVA
'Type: C=Conce ntra lion, D=De letion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 'Location: PL=Pore Lining, M=Matrix.
-
Hydric Soil Indicators: Indicators for Problematic Hydric Soils':
_ Histosol (A1) _ Polyvalue Below Surface (S8) (LRR S, T, U) _ 1 cm Muds (A9) (LRR O)
_ Histic Epipedon (A2) _ Thin Dark Surface (S9) (LRR S, T. U) _ 2 cm Muck (A10) (LRR S)
_ Black Histic (A3) _ Loamy Mucky Mineral (F1) (LRR O) - Reduced Vertic (F18) (outside MLRA 150A B)
- Hydrogen Sulfide (A4) _ Loamy Gleyed Matrix (F2) _ Piedmont Floodplain Soils (F 19) (LRR P, S, T)
_ Stratified Layers (A5) _ Depleted Matrix (F3) _ Anomalous Bright Loamy Soils (F20)
_ Organic Bodies (A6) (LRR P, T, U) _ Redox Dark Surface (F6) (MLRA 1538)
_ 5 cm Mucky Mineral (A7) (LRR P. T, U) _ Depleted Dark Surface (F7) _ Red Parent Material (FF2)
_ Muck Presence (A8) (LRR U) _ Redox Depressions (F8) _ Very Shailaw Dark Surface (fF12) (LRR T, U)
_ 1 cm Muck (A9) (LRR P, T) _ Mart (F10) (LRR U) _ Other (Explain in Remarks)
_ Depleted Below Dark Surface (A11) _ Depleted Ochric (F11) (MLRA 151)
_ Thick Dark Surface (A12) _ Iron-Manganese Masses (1712) (LRR O, P, T) 3Indicators of hydrophytic vegetation and
- Coast Prairie Redox (A16) (MLRA 150A) _ Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present,
_ Sandy Mucky Mineral (S1) (LRR O, S) _ Delta Ochric (F17) (MLRA 151) unless disturbed or problematic.
_ Sandy Gleyed Matrix (S4) - Reduced Vertic (F18) (MLRA 150A, 150B)
_ Sandy Redox (S5) - Piedmont Floodplain Soffs (F19) (MLRA 149A)
_ Stripped Matrix (S6) - Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
_ Dark Surface (S7) (LRR P, S. T, U)
Restrictive Layer (if observed):
Type: 11J) A
Depth (inches): Hydric Soil Present? Yes L No
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Interim Version
WETLAND DETERMINATION DATA FORM - Atlantic and Gulf Coastal Plain Region
Project/Site: LI j]u Pr?elW Rc 1?[er?tatf City/County:l I??Itif?}OVI. hr.
VNt?-- II Sampling Date: 1 ! ? LO i
A IicanUOwner. L N
pp PI PLr WI ?-1 O 4a S Stale: Sampling Point: U
Investigator(s): Cd4ey"I" E-u&'t'bt V,4?,- Section, Township, Range:
Landform (hillalope, terrace, etc.): ?lom. V'tu Local relief (concave, convex, none): Y)one. -Slope
(°A):
Subregion (-RR or MLRA): P L i1rnritt toll(}c..? 7(Ca?h) Lat: 35• Ll D $ IO Long: " 7 $• ?I y) Datum: _
Soil Map Unit Name: ?QtN(. L NWI classification:
Are. climatic / hydrologic conditions on the site typical for this time of year? Yes -X- No (If no, explain In Remarks.) . es
-Are, Vegetation , Soil . or Hydrology significantly disturbed? Are 'Normal Circumstances present? Yes No
Are Vegetation , Soil . or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc:
Hydrophytic Vegetation Present? Yes No Is the Sampled Area
Hydric Soil Present? Yes 4- No within a Wetland? Yes No
Wetland Hydrology Present? Yes No
Remarks:
w4vld L1&010?'l ,S (nod P't4 CA
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that amly) _ Surface Soil Cracks (86)
_ Surface Water (Al) - Water-Stained Leaves (B9) _ Sparsely Vegetated Concave Surface (B8)
High Water Table (A2) - Aquatic Fauna (B13) _ Drainage Patterns (B10)
_ Saturation (A3) - Marl Deposits (B15) (LRR U) _ Moss Trim Lines (B16)
Water Marks (B1) _ Hydrogen Sulfide Odor (Cl) _ Dry-Season Water Table (C2)
_ Sediment Deposits (B2) - Oxidized Rhizospheres on Living Roots (C3) _ Crayfish Burrows (C8)
_ Drift Deposits (B3) - Presence of Reduced Iron (C4) - Saturation Visible on Aerial Imagery (C9)
- Algal Mat or Gust (B4) _ Recent Iron Reduction in Tilled Soils (C6) - Geomorphic Position (D2)
- Iron Deposits (B5) _ Thin Muck Surface (C7) _ Shallow Aquitard (D3)
Inundation Visible an Aerial Imagery (B7) _ Other (Explain in Remarks) , FAGNeutral Test (D5)
Field observations:
Surface Water Present? Yes No Y, Depth (inches):
Water Table Present? Yes No Depth (inches):
Saturation Present? Yes No Depth Cinches): Wetland Hydrology Present? Yes No
includes capillary hinge)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: .
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Interim Version
VEGETATION - Use scientific names of plants. sampling Point: 0-1
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 3??•" r?O'G(?1 ) % Cover Species? Status
1. {AlCAV1t1NS OCL1 rlA7?t,? W - ? Number of Dominant Species
That Are OBL, FACW, or FAC:
2. Ligtuid4w4ba? Si%w luu _ _Y fq?t
Total Number of Dominant
3•„ Species Across All Strata:
4.
Percent of Dominant Species
5 That Are OBL, FACW, or FAC:
7 Prevalence Index worksheet:
3 (A)
(B) -
) 00 (AFB)
Total Cover Total % Cover of: Multiply by:
Sapling Stratum (Plot size: NIA ) OBL species x 1 =
1. FACW species x 2 =
2. FAC species x 3 =
3. FACU species x4=
4. UPL species x5=
5. Column Totals: (A) (B)
6.
7 Prevalence Index = B/A =
=Total Cover Hydrophytic Vegetation Indicators:
rr,,
Shrub Stratum (Plot size: ?'T t YAd ?US ) Dominance Test is >50%
1, S{Myy? SirCV?SQ ?Y _ Prevalence Index is 53.0'
2. Problematic Hydrophytic Vegetation' (Explain)
3.
4• 'indicators of hydric soil and wetland hydrology must
5. be present, unless disturbed or problematic.
6. Definitions of Vegetation Strata:

7.

= Total Cover
GO Tree - Woody plants, excluding woody vines; -
i
t
l
20 ft
6
_
Herb Stratum (Plot size:
d)A ) approx
ma
e
y
(
m) or more in height and 3 in.
_ (7.6 cm) or larger in diameter at breast height (DBH).
1.

2 Sapling - Woody plants, excluding woody vines,
. approximately 20 ft (6 m) or more In height and less
3. than 3 in. (7.6 cm) DBH.
4. Shrub - Woody plants, excluding woody vines,
5. approximately 3 to 20 it (1 to 6 m) in height.

6.
Herb - All herbaceous (non-woody) plants, including
7
herbaceous vines, regardless of size. Includes woody
g. plants, except woody vines, less than approximately
9
. 3 it (1 m) in height.
10. Woody vine - All woody vines, regardless of height
11.
_ 12.
?= Total Cover
Woody Vine Stratum (Plot size: 30-0- YAil? ) -- -
J
1
ti
o
o
A
;
P
j
s-
r
s (AP
1. -
S
;(-
A
V5 5_ N TAC
2.
3.

5
Hydrophytic
Vegetation --
= Total Cover Present? Yes No
(If observed, list morphological adaptations below).
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Interim Version
SOIL
Sampling Point: m?
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color moist % Color (moist) % Type Loc Texture Remarks
?1 ?. 5 Y Q y l
1-1 d 7•SY9 S M I?t?.?

Tla?vl
i o-D" 10Y9 ??`i ?orR ?i C A 5ir >1?
'Type: C=Concentration, D--De lebon, RM=Reduced Matra, CS=Covered or Coated Sand Grains. Location: PL=Pore Lining, M=Matrb(.
Hydric Soil Indicators: Indicators for Problematic Hydric Solis3:
Histosol (Al) - Polyvalue Below Surface (S8) (LRR S. T, U) _ 1 cm Muck (A9) (LRR O)
_ Histic Epipedon (A2) _ Thin Dark Surface (S9) (LRR S, T, U) _ 2 cm Muck (A10) (LRR S)
- Black Histic (A3) _ Loamy Mucky Mineral (F1) (LRR O) - Reduced Vertic (F18) (outside MLRA 150A B)
- Hydrogen Sulfide (A4) - Loamy Gleyed Matra (F2) - Piedmont Floodplain Soils (F19) (LRR P, S, T)
- Stratified Layers (A5) - Depleted Matrix (F3) - Anomalous Bright Loamy Soils (F20)
_ Organic Bodies (A6) (LRR P, T, U) _ Redox Dark Surface (F6) (MLRA 163B)
- 5 cm Mucky Mineral (A7) (LRR P, T, U) _ Depleted Dark Surface (F7) - Red Parent Material (7172)
Mud( Presence (A8) (LRR U)
1
M
k
A9
L _ Redox Depressions (F8) _ Very Shallow Dark Surface (TF12) (LRR T, U)
cm
uc
(
) (
RR P, T) - Marl (F10) (LRR U) - Other (Explain in Remarks)
Depleted Below Dark Surface (A11) - Depleted Ochric (F11) (MLRA 151)
_ Thiel( Dark Surface (A12) _ Iron-Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and
_ Coast Prairie Redox (A16) (MLRA 150A) _ Umbric Surface (F13) (LRR P. T, U) wetland hydrology must be present,
_ Sandy Mucky Mineral (S1) (LRR O, S) _ Delta Ochric (F17) (MI-RA 151) unless disturbed or problematic.
_ Sandy Gleyed Matrix (S4) - Reduced Vertic (F18) (IIIILRA 150A, 1606)
_ Sandy Redox (S5) - Piedmont Floodplain Soils (1719) (MLRA 149A)
- Stripped Matra (S6) _ Anomalous Bright Loamy Soils (1720) (MLRA 149A, 153C, 153D)
_ Dark Surface (S7) (LRR P, S. T, U)
Restrictive Layer (if observed):
Type:
Depth (inches): Hydric Soil Present? Yes No
Remarks:
??oVJ ry vLv-
?r^t?Ul iS ?rej'w cd Sail dkacje-
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Interim Version

APPENDIX VI
Agency Correspondence
S&ME
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
February 1, 2010
State Historic Preservation Office
4617 Mail Service Center
Raleigh, North Carolina 27699-4617
APT
Attention: Mr. Peter Sandbeck
Administrator and Deputy State Historic Preservation Officer
Reference: Information Request
PNG Lillington Pipeline
Harnett County, North Carolina
S&ME Project No. 1357-09-042
Dear Mr. Sandbeck:
S&ME, Inc. (S&ME) is submitting this letter on behalf of our client, Piedmont Natural
Gas (PNG), in accordance with the application requirements of a Section 404/401 permit.
The- proposed project is located in Lillington, Harnett County, North Carolina, and
involves installation of approximately 3.5-miles of 5-inch diameter natural gas pipe
within a new corridor, and approximately 511 linear foot (]f) of 4-inch diameter pipe
within an existing easement. The proposed 5-inch diameter pipeline originates
approximately 780 if northwest of the intersection of Duncan Street and U.S. Hwy 421
(35.4052°N, 78.8167'W), and generally extends north for approximately 1,9091f,
crossing under the Cape Fear River. At approximately 0.6-mile southwest of the
McKinney Parkway and Main Street intersection, the pipeline then turns east and
continues for approximately 1,2701f before intersecting with an existing pipeline
easement (35.4083°N, 78.8105'W). A new 4-inch pipe will be placed into the existing
easement and tie into the new 5-inch diameter pipeline. The 4-inch pipe pipeline
continues southwest for approximately 511 If and terminates at its intersection with an
existing natural gas substation (35.4078°N, 78.8119'W).
The location of the subject corridor is depicted on the Site Vicinity Map (Figure 1), the
appropriate portion of the Lillie on, N.C. (1997) USGS Topographic Quad Sheet
(Figure 2), an Aerial Photograph dated 2008 (Figure 3), and a Soil Survey Map (Figure
4). Review of aerial photography indicates that the study corridor is composed primarily
of existing maintained easements, forested areas, and limited commercial areas adjacent
to the Cape Fear River.
SBME, INC. / 9751 Southern Pine Boulevard / Charlotte, NC 28273-5560 / p 704.523.4726 f 704.525.3953 / www.smeinc.com
Information Request 58ME Project No. 1357-09-042
PNG Lillington Pipeline February 1 2010
This letter serves as a written request to review records you may have regarding cultural,
archaeological, or historical resources in or near the subject corridor and to provide
written comments regarding the interests of your agency.
Thank you for your time, and if you need additional information, please do not hesitate to
contact S&ME at 704.523.4726.
Sincerely,
S&ME
Joey T, P.W.S.
Natural Resources Project Manager
Michael Wolfe
Natural Resources Department Manager
Senior Review by: Dane Horna, P.E., V.P.
Attachments
Figure I - Site Vicinity Map
Figure 2 - USGS Topographic Map
Figure 3 - 2008 Aerial Photograph
Figure 4 - Soil Survey Map
CJF/JOUMW/cjf S:\1357\Projects\2009\09-042\ScopinglNCNaturalHer4age
2
#S&ME
CERTIFIED MAIL P _
RETURN RECEIPT REQUESTED
February 1, 2010
North Carolina Natural Heritage Program
Division of Parks and Recreation
1601 Mail Service Center
Raleigh, North Carolina 27699-1615
Attention: Mr. Harry LeGrand, Zoologist
Reference: Information Request
PNG Lillington Pipeline
Harnett County, North Carolina
S&ME Project No. 1357-09-042
Dear Mr. LeGrand:
S&ME, Inc. (S&ME) is submitting this letter on behalf of our client, Piedmont Natural
Gas (PNG), in accordance with the application requirements of a Section 404/401 permit.
The proposed project is located in Lillington, Harnett County, North Carolina, and
involves installation of approximately 3.5-miles of 5-inch diameter natural gas pipe
within a new corridor, and approximately 511 linear fool (If) of 4-inch diameter pipe
within an existing easement. The proposed 5-inch diameter pipeline originates
approximately 7801f northwest of the intersection of Duncan Street and U.S. Hwy 421
(35.4052°N, 78.8167'W), and generally extends north for approximately 1,909 If,
crossing under the Cape Fear River. At approximately 0.6-mile southwest of the
McKinney Parkway and Main Street intersection, the pipeline then turns east and
continues for approximately 1,270 If before intersecting with an existing pipeline
easement (35.4083°N, 78.8105*W). A new 4-inch pipe will be placed into the existing
easement and tie into the new 5-inch diameter pipeline. The 4-inch pipe pipeline
continues southwest for approximately 511 if and terminates at its intersection with an
existing natural gas substation (35.4078°N, 78.8119°1V).
The location of the subject corridor is depicted on the Site Vicinity Map (Figure 1), the
appropriate portion of the Lillington, N.C. (1997) USGS Topographic Quad Sheet
(Figure 2), an Aerial Photograph dated 2008 (Figure 3), and a Soil Survey Map (Figure
4). Review of aerial photography indicates that the study corridor is composed primarily
of existing maintained easements, forested areas, and limited commercial areas adjacent
to the Cape Fear River.
SWE, INC. / 9751 Southern Pine Boulevard / Charlotte, NC 28273-5560 / p 704.523.4726 f 704.525.3953 / www.smeinc.com
Information Request SWE Project No. 1357-09-042
PNG Lillington Pipeline February 1.2010
S&ME recently conducted a review of the North Carolina Natural Heritage Program
(NCNHP) Geographic Information Systems (GIS) database for a listing of element
occurrences (EOs) of protected species within or near the study corridor. EO locations
were reviewed within a two-mile radius of the proposed pipeline origin, its approximate
mid-point location, and at the pipeline terminus. The review revealed one EO within a
two-mile radius of the search points along the study corridor. This EO was a documented
location of the federally listed endangered Cape Fear Shiner (Notropis mekislocholas),
listed as possibly extirpated. S&ME further reviewed the Global Biodiversity
Information Facility (GBIF) database to determine locations of documented occurrences.
Based on review of the GBIF database, an occurrence was recorded in an upstream
tributary of the Cape Fear River, Neill's Creek.
We request additional information you may have related to this species located within or
near the proposed pipeline corridor. A copy of this letter will be sent to the U.S. Fish and
Wildlife Service for review and comment as well. We also request that you review
additional records you may have relating to other rare, endangered, or threatened species
within the vicinity of the study corridor, and provide comments regarding the interests of
your agency.
Thank you for your time, and please do not hesitate to contact S&ME at 704.523.4726 if
you need additional information.
Sincerely,
S&ME
Joey La er, P.W.S. Michael Wolfe
Natural Resources Project Manager Natural Resources Department Manager
Senior Review by: Dane Horna, P.E., V.P.
Attachments
Figure 1 - Site Vicinity Map
Figure 2 - USGS Topographic Map
Figure 3 - 2008 Aerial Photograph
Figure 4 - Soil Survey Map
CJF1J0IJMW 1cjf S:11357\Projectsl2009109-0421Scoping\NCNaturalHeritage
4
NCL IENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
February 5, 2010
Mr. Joey Lawler
S&ME, Inc.
9751 Southern Pine Boulevard
Charlotte, NC 28273-5560
Subject: PNG Lillington Pipeline; Harnett County
S&ME Project No. 1357-09-042
Dear Mr. Lawler:
Dee Freeman
Secretary
The Natural Heritage Program has many records of rare species and a significant natural heritage aquatic
areas in the project area. Your letter incorrectly states that the Cape Fear shiner (Notropis
mekistocholas) is the only EO (element occurrence) or protected species in the project area. This is
indeed the only Federally listed species in the area; however, it occurs upstream of the project site, such
as in Neill's Creek, and would presumably not be impacted. A total of seven State listed (protected)
mussel species are found in the Cape Fear River in the project area, generally in the vicinity of the NC
210/US 401 bridge over the river. All have been seen at least since 1990 and are thus considered to still
be present. These species are:
Atlantic pigtoe (Fusconaia masoni), State Endangered and Federal Species of Concern
yellow lampmussel (Lampsilis cariosa), State Endangered and Federal Species of Concern
triangle floater (Alasmidonta undulata), State Threatened
Roanoke slabshell (Elliptio roanokensis), State Threatened
creeper (Strophitus undulatus), State Threatened
pod lance (Elliptio lanceolata), State Special Concern
notched rainbow (Villosa constricta), State Special Concern
The letter states that the pipeline will be "crossing under the Cape Fear River"; thus, there should not be
any direct impacts to the river. However, there could be sedimentation into the river from work on the
pipeline away from the river, and thus some indirect impacts to the river could occur. It is very important
that proper sedimentation controls are in place during the construction phase of the project.
You may wish to check the Natural Heritage Program database website at www.ncnhp.org for a listing of
rare plants and animals and significant natural communities in the county and on the quad map. Our
Program also has a new website that allows users to obtain information on element occurrences and
significant natural heritage areas within two miles of a given location:
<http://nhpweb.enr.state.nc.us/nhis/public/gmap75_main.phtmi>. The user name is "public" and the
password is "heritage". You may want to click "Help" for more information.
NC OneMap now provides digital Natural Heritage data online for free. This service provides site
specific information on GIS layers with Natural Heritage Program rare species occurrences and
Significant Natural Heritage Areas. The NC OneMap website provides Element Occurrence (EO) ID
numbers (instead of species name), and the data user is then encouraged to contact the Natural Heritage
Program for detailed information. This service allows the user to quickly and efficiently get site specific
1601 Mail Service Center, Raleigh, North Carolina 27699-1601 One
Phone: [phone] FAX: [phone]ntennet: www.enr.stale.nc.us NorthCarol..ina
NIP data without visiting the NHP workroom or waiting for the Information Request to be answered by
NHP staff. For more information about data formats and access, visit <www.nconemap.com>, then click
on "FTP Data Download", and then "nheo.zip" [to the right of "Natural Heritage Element Occurrences"]
You may also e-mail NC OneMap at <datagAncmail.net> for more information.
Please do not hesitate to contact me at 919-715-8697 if you have questions or need further information.
Sincerely,
Vn 2,
Harry E. LeGrand, Jr., Zoologist
Natural Heritage Program
Y
osstem
i .1? 32
PROGRAM
February 9, 2010
Mara Sikora
Piedmont Natural Gas
4720 Piedmont Row Dr.
Charlotte, NC 28216
Project: Lillington Pipeline
Expiration of Acceptance: November 9, 2010
County: Harnett
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will
be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these
agencies to determine if payment to the NCEEP will be approved. You must also comply with all other state, federal or local
government permits, regulations or authorizations associated with the proposed activity including SL 2009-337: An Act to Promote
Compensatory Mitigation by Private Mitigation Banks.
This acceptance is valid for nine months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following
table.
River
Basin CU
Location Stream (feet) Wetlands (acres) Buffer I
(Sq. Ft.) Buffer 11
(Sq. Ft.)
Cold Cool Warm Riparian Non-Riparian Coastal Marsh
Impact Cape Fear 03030004 0 0 0 0.27 0 0 0 0
Credits Cape Fear 03030004 0 0 0 0.54 0 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require
mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the
applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed
in accordance with the Memorandum of Understanding between the N.C. Department of Environment and Natural Resources and the
U.S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
Sincerely,
Willis . Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Crystal Amschler, USACE-Wilmington
Ken Averitte, NCDWQ-Fayetteville
Joe Lawler, agent
File
RestoYr;;i?5... E""... Pnoteett' Oar State

Q?/L
NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
APPENDIX VII
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APPENDIX V111

Restoration Plan
V
RESTORATION PLAN
PNG Lillington Pipeline
Harnett County, North Carolina
The proposed project has been designed to avoid and minimize jurisdictional impacts as
much as possible. As part of mitigation for unavoidable impacts, the following plan shall
be implemented to restore those portions of the temporary work space easement that are
located in wetlands and will be temporarily-impacted to facilitate installation of the new
pipeline.
This plan entails restoration of temporarily-disturbed wetland areas to their original
contours and conditions to the degree practicable upon project completion. Further,
disturbed wetland areas will be permanently stabilized with a native vegetative cover.
Measures outlined in the Restoration Activities section of this plan will be specified in
the contract documents prepared for construction of the proposed project.
Restoration Activities
Proposed restoration activities will include the removal of placed fill material and the
restoration of bank slopes to original pre-disturbance contours. Excavated material shall
be returned to the trench to the extent possible, and remaining material relocated and
retained on an upland site. Excavated topsoil will be stockpiled separately, kept viable,
and then replaced uniformly over the area of excavation from which it was removed. A
native, restoration seed mix will be utilized within portions of the corridor comprised of
wetlands, as well as on stream banks. This seed mix (Table 1) will be installed with a
temporary groundcover species to provide short-term coverage of disturbed soil.
Table 1: Seed Mix for Wetland Restoration*
Common name Scientific Name Percents a of mix
Black-eyed Susan Rudbeckia hirta 25
Evening primrose Oenothera biennis 10
Partridge ea Chamaecrista fasciculata 30
River oats Chasmanthium latifolium 15
Soft rush Juncos effusus 20
rppiy seen mix at a rate of 30 ibs.racre. Overseed with a 1 to 1 mixture of rye grain (Secale cereale) and foxtail
millet (Setaria italica) at a rate of 25 lbs./acre.
Additional details are included on Figures 5A and 5B in Appendix II.
Restoration Plan Prepared By: S&ME, Inc.
9711 Southern Pine Blvd.
Charlotte, NC 28273
704.523.4726
Contact: Joey Lawler, P.W.S.