20160212 Ver 1_Application_20160302

Kimley>>> Horn
February 26, 2016
Ms. Tasha Alexander
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Ms. Karen Higgins
NC Division of Water Resources
401 & Buffer Permitting Unit
512 North Salisbury Street
Raleigh, NC 27604
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RE: Nationwide Permif 14 Application — NC 54 Bypass (McCrimmon Parkway) Project, Phase 1
SAW-2014-02205
Town of Morrisville, Wake County, North Carolina
Dear Ms. Alexander:
On behalf of the Town of Morrisville, Kimley-Horn is submitting the attached application for
authorization under Nationwide Permit (NWP) 14 for the above referenced project. The project
proposes to construct Phase 1 of the NC 54 Bypass project in Morrisville, which proposes to connect
existing sections of McCrimmon Parkway from NC 54 (Chapel Hill Road) to Airport Boulevard. The
proposed roadway will be four lanes wide with median to accommodate existing traffic loads and
reduce congestion along the NC 54 corridor.
The Town of Morrisville will construct the proposed NC 54 Bypass in two phases to accommodate
anticipated construction timing. The Town expects to initiate construction on Phase 1 early this
summer. Phase 2 will continue the NC 54 Bypass on new location from Airport Boulevard to Aviation
Parkway and will begin the permitting process later this year following Phase 1 construction
commencement.
The project will result in unavoidable impacts to streams, riparian buffers, and wetlands within the
project corridor. The majority of the impacts are originating from the stream crossing at Site 3(stream
SM), which is severely degraded by runoff from a landscaping business and substantial riprap
placement within an existing utility easement crossing. Stream SM begins within the project area
below a stormwater pond associated with the Sheetz property, and downstream of the stream origin a
culvert draining from the landscaping business discharges to SM. Water within SM was observed on
multiple occasions to be highly turbid and black or grey in color, with a chemical odor in and around
the stream. The utility crossing on SM was heavily armored with riprap throughout the channel bed
and bank, and significant gravel/sediment deposition was present immediately downstream of the
utility crossing. Stream SM scores "low quality" using the NC Stream Assessment Method (NCSAM),
and the results sheet is attached.
� 30t�3 Westit�.Parkway, Ca�1�C 27513

.
Kim ey>>> Horn Page 2
Minimal impacts will also result to streams SN and SL. SL begins at the culvert outlet south of the
existing McCrimmon Parkway section, west of NC 54, and minimal impacts will result from the culvert
extension that is necessary to construct additional turn lanes and widening to improve traffic flow and
safety at the NC 54 intersection. SL drains from the former pond bed within an EPA Superfund site,
and has been stabilized with riprap. Vegetation was growing throughout the reach, and SL is likely dry
the majority of the year. Similarly, SN crosses beneath NC 54 north of McCrimmon Parkway, draining
from the NC Railroad corridor and entering the pipe system beneath the landscaping business east of
NC 54. SN is primarily a riprap-lined channel that briefly daylights between existing culverts through
the corridor, so only minimal impacts are proposed to facilitate widening of NC 54 for turn lanes and
operational improvements. SL scores "medium", and SN scores "lovd' according to NCSAM (results
sheets attached)
Based on the degraded and historically impacted nature of the streams in the project area,
compensatory mitigation has been proposed for unavoidable impacts to stream SL at a 1:1 ratio, and
no mitigation is proposed for impacts to streams SM and SN. The impacts to the riparian buffer of
stream SM will exceed 150 LF and 1/3�d acre, which is "allowable with mitigation" according to the
Neuse River Basin Riparian Buffer Rules. Mitigation has been proposed for SM buffer zone 1 impacts
at the required 3:1 ratio, and 1.5:1 for buffer zone 2. No wetland mitigation is proposed for the
impacts to wetland WT due to the minimal impacts that will result (0.013 acres).
The following information is included as part of the application:
• PCN Application Form
• Signed Agent Authorization
• Figures
• Stream and Wetland Data Forms
• NCSAM Results Sheets
• Mitigation Bank Statement of Availability
• Stream and Wetland Impact Drawings
• Buffer Impact Drawings
• Plan Sheets
• NCDWR Submittal Check for $570
If there is any additional information you need to assist in the processing of this NWP application,
please do not hesitate to contact me at 919-678-4155 or [e-mail].
Sincerely,
Gi� /
�i�=���' �----'
Jason Hartshorn
Environmental Analyst
Attachments

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification PCN Form
A. A licant Information
1. Processing
1a. Type(s) of approval sought from the
Corps: � Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? � Yes ❑ No
1d. 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 BufferAuthorization
1 e. 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 1 h ❑ Yes � No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: NC 54 Bypass (McCrimmon Parkway) - Phase I
2b. County: Wake
2c. Nearest municipality / town: Morrisville
2d. Subdivision name: n/a
2e. NCDOT only, T.I.P. or state n/a
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: The Town of Morrisville (Right-of-Way acquisition is in progress, and will be completed
prior to construction)
3b. Deed Book and Page No. N/A
3c. Responsible Party (for LLC if glake Mills, Director of Public Works
applicable):
3d. Street address: 414 Aviation Parkway
3e. City, state, zip: Morrisville, NC 27560
3f. Telephone no.: 919-463-7071
3g. Fax no.:
3h. Email address: [e-mail]
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: � Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Jason Hartshorn
5b. Business name Kimley-Horn
(if applicable):
5c. Street address: 3001 Weston Parkway
5d. City, state, zip: Cary, fVC 27513
5e. Telephone no.: 919-678-4155
5f. Fax no.:
5g. Email address: [e-mail] �
B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID): N/A (Linear transportation project)
1 b. Site coordinates (in decimal degrees): Latitude: 35.842759 Longitude: - 78.826039
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 97.7 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Crabtree Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: B; NSW
2c. River basin: Neuse River Basin
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PCN Form — Version 1.3 December 10, 2008 Version

3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The majority of the project corridor consists of existing sections of McCrimmon Parkway and existing office and retail
establishments. The western portion of the project corridor consists of a large trucking/crane depot facility, and a
sprawling landscaping supply company. Development in the vicinity consists of a mix of industrial, commercial, and
residential areas, interspersed with tracts of forested land. The residential areas are mostly concentrated to the
southwest, further away from the project corridor than the industrial and commercial areas.
3b. List the total estimated acreage of all existing wetlands on the property:
0.35 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
675 LF
3d. Explain the purpose of the proposed project:
The project proposes to connect existing sections of McCrimmon Parkway extend and widen the existing McCrimmon
Parkway beginning just west of NC 54 and connecting east to the Aviation Parkway/Evans Road intersection. The project
will provide greater connectivity and reduce congestion in this developing area of Morrisville.
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed project proposes to widen and improve the intersections of McCrimmon Parkway/NC 54 and connect NC
54 to the existing sections of roadway at McCrimmon Parkway/Perimeter Park Drive. Approximately 1,500 LF of new
roadway will be constructed by the propsoed project. The new location roadway will be 4-lane divided roadway to match
the existing sections and accommodate existing and future traffic in this area. Typical roadway construction equipment
will be used, including cranes, track hoes, back hoes, graders, dump trucks, bulldozers, and pavers.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments: A preliminary jurisdictional determination request � Yes ❑ No ❑ Unknown
was submitted to the USACE and a field review with David
Shaeffer was conducted on December 4, 2014.
Documentation is currently pending.
4b. If the Corps made the jurisdictional determination, what type
of determination was made? � Preliminary ❑ Final
4c. If yes, who delineated thejurisdictional areas? Agency/Consultant Company: Kimley-Horn
Name (if known): Jason Hartshorn and Ross Sullivan Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
A preliminary jurisdictional determination request was submitted to the USACE and a field review with David Shaeffer was
conducted on December 4, 2014, and documentation is currently pending. NCDWR issued a Buffer Determination Letter
(NBRRO #14-304) on September 10, 2014.
5. Project History
5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, e�lain in detail according to "help file" instructions.
n/a
6. Future Project Plans
6a. Is this a phased project? � Yes ❑ No
6b. If yes, e�lain.
The Town of Morrisville will construct the proposed NC 54 Bypass in two phases to accommodate anticipated
construction timing. The Town expects to initiate construction on Phase 1 early this summer, from NC 54 to Airport
Boulevard. Phase 2 will continue the NC 54 Bypass on new location from Airport Boulevard to Aviation Parkway and will
begin the permitting process later this year following Phase 1 construction commencement.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
� Wetlands � Streams - tributaries , � Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non-404, other) (acres)
Tem ora T
Site 2 Roadway � Yes � Corps
� P❑ T Construction Riverine � No ❑ DWQ 0.0125
Site 2 Construction � Yes � Corps
❑ P� T Access Riverine � No ❑ DWQ 0.0017
0.0125
2g. Total wetland impacts Permanent
0.0017
Temporary
2h. Comments: Minor unavoidable impacts to jurisdictional wetlands in the study area will result from the proposed
construction. The lower end of wetland WT will be impacted to accommodate the McCrimmon Parkway roadway section.
Drainage from wetland WT will be maintained into stream SM via culvert connection beneath McCrimmon Parkway.
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)
Stream SL
Site 1 Roadway ❑ PER � Corps
� P❑ T Construction (UT to Crabtree � INT ❑ DWQ 5 36
Creek)
Stream SL
Site 1 Roadway ❑ PER � Corps
❑ P� T Construction (UT to Crabtree � INT ❑ DWQ 5 31
Creek)
Site 3 Roadway Stream SM � PER � Corps
� P❑ T Construction (UT to Stirrup Iron � INT ❑ DWQ 6 280
Creek)
Site 3 Roadway Stream SM � pER � Corps
❑ P� T Construction (UT to Stirrup Iron � INT ❑ DWQ 6 42
Creek)
Stream SN
Site 4 Roadway ❑ PER � Corps
� P❑ T Construction (UT to Crabtree � INT ❑ DWQ 6 20
Creek)
336 LF
3h. Total stream and tributary impacts Permanent
73 LF
Temporary
3i. Comments: Unavoidable impacts to jurisdictional streams will result from the proposed roadway construction. Impacts to
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PCN Form — Version 1.3 December 10, 2008 Version

streams will result from the installation of culverts to carry the streams beneath the McCrimmon Parkway roadway corridor.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 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 Tem ora T
01 ❑P❑T
4f. Total open water impacts 0
4g. Comments: No open water impacts will result from the proposed project.
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
Sf. Total
5g. Comments: No ponds or lakes will be constructed as a result of the proposed project.
5h. Is a dam high hazard permit required?
❑ Yes � No If yes, permit ID no: n/a
5i. Expected pond surface area (acres): n/a
5j. Size of pond watershed (acres): n/a
5k. Method of construction: n/a
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
� Neuse ❑ Tar-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) for Stream name mitigation (square feet) (square feet)
or Temporary (T) impact required?
Site 1 Road Stream SL ❑ Yes
� P❑ T Crossing (UT to Crabtree Creek) � No 3002 853
Site 2 Road Stream SM � Yes
� P❑ T Crossing (UT to Crabtree Creek) ❑ No 11,401 19,556
Site 3 Road Stream SN ❑ Yes
� P❑ T Crossing (UT to Crabtree Creek) � No 1,656 1,296
6h. Total buffer impacts 16,059 21,705
6i. Comments: Unavoidable impacts to the riparian buffers of streams SL, SM, and SN will result from the road construction.
The riparian buffers will be crossed perpendicularly to minimze impacts. According to the Neuse River Basin Riparian Buffer
Rules, the impacts at Sites 1 and 3 are considred "allowable" (road crossings that impact greater than 40 LF but equal to or
less than 150 LF , and the im act at Site 2 is considered "allowable with miti ation" road crossin s that im act reater than
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PCN Form — Version 1.3 December 10, 2008 Version

150 LF and 1/3�d-acre of riparian buffer).
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Impacts to jurisdictional wetlands, streams, and riparian buffers have been avoided and minimized to the extent practical. The
existing sections of McCrimmon Parkway will be utilized, minimizing new construction length and impacts Impacts resulting
from culvert installations have been located within previously impacted or degraded areas to minimize impacts to higher
quality stream and wetland systems in the vicinity.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Impacts to streams within the corridor will be minimized to the extent practical throughout the construction process by avoiding
stream and wetland features where practical. Equipment staging and construction access will be located in upland areas
throughout the corridor, and silt fencing will be installed around the permitted limits of distrubance to ensure all equipment is
located within the project corridor at all times near stream and wetland areas. Sediment control measures will be used to
reduce stormwater impacts to receiving waters and minimze runoff from the construction sites.
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
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Multiple - See attached Statements of Availability from RES
3b. Credits Purchased (attach receipt and letter) Type Stream and Quantity 36 LF SMU, 63,537 SF
Riparian Buffer Riparian Buffer Credits
3c. Comments: Credits have been secured through RES banks in the watershed. See attached Statements of Availability for
specific banks to be used.
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: n/a 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: n/a acres
4f. Non-riparian wetland mitigation requested: n/a acres
4g. Coastal (tidal) wetland mitigation requested: n/a acres
4h. Comments: n/a
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
n/a
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PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that � Yes ❑ No
requires buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 Road Construction 11,401 3(2 for Catawba) 34,203 .
Zone 2 Road Construction 19,556 1.5 29,334
6f. Total buffer mitigation required: 63,537
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).
Mitigation for unavoidable impacts to riparian buffers of stream SM has been proposed through payment to a private
mitigation bank sponsored by RES. The Statement of Availability for 63,537 riparian buffer credits is attached, and credits
will be purchased prior to construction initiation.
6h. Comments: n/a
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PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified � Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
� Yes ❑ No
Comments: See attached erosion control plans
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? 46 %
2b. Does this project require a Stormwater Management Plan? � Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The project is a linear transportation project, and all new conveyances will meet diffuse flow prior to discharge into a
buffer. See attached Erosion Control Plan Sheets for stormwater management features.
� Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local governmenYs jurisdiction is this project? Town of Morrisville
� Phase II
3b. Which of the following locally-implemented stormwater management programs � NSW
apply (check all that apply): ❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes � No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state-implemented stormwater management programs apply ❑ ORW
(check all that apply): ❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
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
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PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federaUstate/local) funds or the � Yes ❑ No
use of public (federaUstate) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑ Yes � No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ❑ Yes ❑ No
Comments: n/a
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 26 .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): n/a
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.
This project is designed to reduce current and projected local traffic loads in the congested NC 54 corridor by providing
an east-west connector between NC 54 and Airport Boulevard.
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.
The proposed project will not generate any wastewater.
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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
hab itat?
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes � No
im pacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
According to the NC Natural Heritage Program Element Occurrence Database (updated October 2015), no known
occurrences of any federally threatened or endangered species within 1.0 mile of the project area. Suitable habitat is not
present within the project area for dwarf wedgemussel or red-cockaded woodpecker. Streams in the project area are
small in size with low flow and are prone to completely drying out in drier months. The streams are also severely
impacted by runoff and sedimentation. Forests in the project study area are successional mixed pine and hardwood
forests with dense understories, and would not support red-cockaded woodpecker.
Suitable habitat is present within the project corridor for Michau�s sumac. However, Kimley-Horn biologists conducted
pedestrian surveys within the corridor on October 19, 2015 and observed no Michau�s sumac within the project corridor.
There is also suitable roosting habitat for the northern long-eared bat within the project corridor, however there are no
known hibernacula sites or known maternity roosts within 1 mile of the project corridor. Due to the lack of known
hibernacula or maternity roosts, and the lack of known occurrences within 1 mile of the study area, the proposed project
will have no effect on northern long-eared bat.
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?
NOAA Essential Fish Habitat Mapper (Accessed February 15, 2016)
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?
The North Carolina State Historic Preservation Office HPOWEB GIS Service (Accessed February 15, 2016) shows no
National Register or National Register Study List sites within 1.0 mile of the project corridor. Due to the lack of historic
occurrences within the project study area or within the project vicinity, the project will have no effect on any historic or
archeological resource.
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PCN Form — Version 1.3 December 10, 2008 Version

8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes � No
8b. If yes, e�lain how project meets FEMA requirements: n/a
8c. What source(s) did you use to make the floodplain determination? There are no FEMA-designated 100-year floodplains
within the project area. The project area appears on FEMA DFIRM Panels 3720074600J, 3720075600J (effective
5/2/2006).
Jason Hartshorn G� ����� 2/26/2016
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
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PCN Form — Version 1.3 December 10, 2008 Version

Name: f' L � ���
AGENT AUTHORIZATION FURM
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Phone:
( C�" �� �r
Project Name/Descriptian: McCrimmon Parkway Proiect (Phase 1�. Town af Morrisville, NC
Date: ��� 24�1 � �
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: Tasha Alexander
Field Office: Raleigh Regulatorv Field Office
Re: Wetland Related Consulting and Permitting
To Whom It May Concern:
The Town of Morrisville hereby designates and authorizes Kimley-Horn and Associates, Inc. to act in
mylaur behalf as my�our agent solelv for the purpvse of processing Jurisdictional Determinations,
Section 404 permits1Section 401 Water Quality Certifications applications, and Neuse River Basin
Riparian BufFer Determinatians, and to furnish upan request supplemental inFormation in support oF
applications, etc. from this day Forward until successfuI completion of the permitting process or
revocation by the owner.
In addition, I, the undersigned, a duly authorized owner of record of the property�properties identifed
herein, do authorize representatives oFthe Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose oFconducting on-site investigations and
issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under Section
404 af the Clean Water Act and/or Section 10 of the Rivers and Harbots Act of 1899.
Authorized this the 2 6 day of ��Q• , Zv �.
J�(,h KF M t LCr.,f'
Print Property 4wner's Name Prope � Own ' ignature
Cc: Karen Higgins
NC Division of Water Resources
40i & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650

MITIGATION BANK
S TATEMENT S
OF AVAILABILITY

EBX Stream and Wetland Banks
Statement of Availability February 22, 2016
NC Division of Water Resources
Mr. Rob Ridings
Transportation Pennitti�lg Unit
512 N. Salisbury St.
Raleigh, NC 27604
Re Project: NC 54 Bypass (McCrimmon Parkway) — Phase 1
U.S. Army Corps of Engineers
Ms. Tasha Alexander
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
This document confirms that Town of Morrisville (Applicant) for the NC 54 Bypass (McCrimmon
Parkway) — Phase 1(Project) has expressed an interest to utilize 36 Stream Miti�ation Credits from
one of the EBX sponsored Bai�ks: EBX-Neuse spoi�sored Neu-Con Wetlai�d & Stream Umbrella
Mitigatio�� Bank or EBX-EM sponsored Forrest Creek Mitigation Bank, both in the Neuse HUC
03020201. As the official Bank Sponsar, EBX, attests to the fact that mitigation is available for
reservation at this time.
These mitigatio�� credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the E3ank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank a��d the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
T11e Banker will issue the Mitigatioil Credit 1�ransfer Certifiicate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
If any questions need to be answered, please contact me at 919-209-1052.
Best Regards,
Cara S. Conder
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 1 10
Raleigh, NC 27605

res
EBX Buffer Mitigation Banks
Statement of Availability February 22, 2016
NC Division of Water Resources
Mr. Rob Ridings
Transportation Permitting Unit
512 North Salisbury Street
Raleigh, NC 27604
Re Project: NC 54 Bypass (McCrimmon Parkway) — Phase 1
This document confirms tl�at Town of Morrisville (Applicant) for the NC 54 Bypass (McCrimmon
Parkway) — Phase 1(Project) has e�pressed an interest to utilize 63,537 Square Feet of Riparian
Buffer Miti�ation Credits fro�n either of the EBX sponsored Banks EBX Neuse Riparian Buffer
Umbrella Mitigation Bank, EBX-EM Forrest Creek Riparian Buffer Mitigation Ba��k, or EBX Upper
Neuse Riparian Buffer Umbrella Mitigation Bank. All of these bank sites are located i�� HUC 03020201.
As the official Bank Sponsor, EBX, attests to the fact that mitigation is available for reservation at this
time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, w�til payment in full is received froin the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certi6cate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate withi�l three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Tra��sfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), i►Zdicating the permit
��umber and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Cei-tificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper docm��entation.
If a�ry questions need to be answered, please contact me at 919-209-1052.
Best Regards,
� � �
Cara S. Conder
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605

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��� �l�'��^''� Fi ure 2: USGS To o ra hic Ma Car Quad, 1987
�'� ,� 9 P 9 P P( Y )
�G��< �� ������ `� �� NC 54 Bypass (McCrimmon Parkway)
�/ �; Town of Morrisville, Wake County, NC
� ��� \\`~' Februar 2016
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`�� �'l��!'i� , Figure 3: Jurisdictional Features Map
,� % "%. NC 54 Bypass (McCrimmon Parkway)
' G� �-�: Town of Morrisville, Wake County, NC
`� �� `~�� Februa 2016
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� Ma Unit Soil Unit Name H dric
AfB Altavista fine sandy loam(0-6% slopes, rarely flooded) Incl.
AuA Augusta fine sandy loam (0-2% slopes, occasionally flooded) Incl.
CmA Chewacla sandy loam (0-2% slopes, frequently flooded) Incl.
CnA Colfax sandy loam (0-3% slopes) Incl.
CrB2 Creedmoor sandy loam (2-6% slopes, moderately eroded) N
/ WSB2 CrC2 Creedmoor sandy loam (6-0% slopes, moderately eroded) N
CrE Creedmoor sandy loam (10-20% slopes) N �
,/ CtB Creedmoor silt loam (2-6% slopes) N
' C��2 CtC Creedmoor silt loam (6-10°/o slopes) N �
WhA Warne fine sandy loam (0-2% slopes, occasionally flooded) Incl.
��. �7 WsB2 White Store sandy loam (2-6% slopes, moderately eroded) N �
\ WsC2 White Store sandy loam (6-10% slopes, moderately eroded) N
CtB PtD3 Polkton-White Store complex (2-15% slopes, severely eroded) N �
WyA Worsham sandy loam (0-3% slopes) Y
WSB2 / UdD Udorthents loamy (0-15% slopes) N
`�� �l�'�,fr Figure 4: NRCS Soil Survey (Wake County, 1970)
,�` ,% ',%`; NC 54 Bypass (McCrimmon Parkway)
�;G� �i Town of Morrisville, Wake County, NC
��;,,zj � ,_ �`�t February 2016
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;����'��',� Figure 5: Property Parcels Map
f� �� '�-lI NC 54 Bypass (McCrimmon Parkway;
� JJ Town of Morrisville, Wake County, NC
_1/
�f � February 2016

Figure 5: Affected Property Parcel Table
LABEL PIN WAKE REID OWNER ADDRES5
1 746518499 67032 TOWN HALL COMMONS LLC 1116 SILVER OAKS CT RALEIGH NC 276149359
2 746721255 422798 SUMMITCAPITALCORPORATION ATTN:MICHAELROBERTS POBOX23215 LOUISVILLEKY40223-0215
3 746629895 159156 SUMMIT CAPITAL CORPORATION ATTN: MICHAEL ROBERTS PO BOX 23215 LOUISVILLE KY 40223-0215
4 746733159 362700 MARRINER PROPERTIES LLC 115 BRIERY BRANCH CT MORRISVILLE NC 27560-6993
5 746729906 39938 BEAZER EAST INC 1910 COCHRAN RD STE 260 PITTSBURGH PA 15220-1273
6 746656671 416991 NC RAILROAD COMPANY 2809 HIGHWOODS BLVD STE 100 RALEIGH NC 27604-1000
7 746832151 346768 RVRV LLC 123 PRESTON GRANDE WAY MORRISVILLE NC 27560-7073
8 746837520 115244 ATM OF NC LLC 3600 BRACKENRIDGE W FUQUAY VARINA NC 27526-7562
9 746838759 13965 WILKERSON, JOSEPH M PO BOX 183 MORRISVILLE NC 27560-0183
10 746846004 45265 WILKERSON, JOSEPH M WILKERSON, RHONDA M PO BOX 183 MORRISVILLE NC 27560-0183
11 746747207 3959 BEERMAN, STEPHEN SCOTT 123 TIERCEL CT CARY NC 27518-8605
12 746748296 29680 BEERMAN, STEPHEN SCOTT 123 TIERCEL CT CARY NC 27518-8605
13 746830767 180827 WILKERSON, JOSEPH M PO BOX 183 MORRISVILLE NC 27560-0183
14 746835271 57043 PTM LP 5700 6TH AVE ALTOONA PA 1660Z-1111
15 746934282 227759 DUKE REALTY LTD PRTNSHP PO BOX 40509 INDIANAPOLIS IN 46240-0509
16 746937688 227758 DUKE REALTY lP DUKE REALTY CORP PO BOX 40509 INDIANAPOLIS IN 46240-0509
17 746948260 250787 SVT 2450 PERIMETER PARK DRIVE LP ATTN: READ MORTIMER 591 W PUTNAM AVE GREENWICH CT 06830-6005
18 746948561 227802 SVT 2400 PERIMETER PARK DRIVE LP ATTN: READ MORTIMER 591 W PUTNAM AVE GREENWICH CT 06830-6005
19 756046227 136720 DC-5150 MCCRIMMON PARKWAY LLC 4890 W KENNEDY BLVD STE 650 TAMPA FL 33609-1840
20 756142412 53816 MYERS, CHARLES WILLIAM HEIRS CHARLES A MYERS 8419 EDWARDS RD CASTALIA NC 27816-9662
21 756145352 229476 AIRPORT BOULEVARD PARTNERS LLC 1205 KINGS GRANT DR RALEIGH NC 27614-9355
22 756135833 227730 DOUGLAS I. STEPHENS AND CYNTHIA M. STEPHENS 319 CHAPANOKE RD STE 102 RALEIGH NC 27603-3433
IRREVO STEPHENS ENTERPRISES, LLC
23 756136651 74740 MAL PROPERTIES lLC THE STEPHENS CENTER INC 319 CHAPANOKE RD STE 102 RALEIGH NC 27603-3433
24 756134625 113766 DOUGLAS I. STEPHENS AND CYNTHIA M. STEPNENS 319 CHAPANOKE RD STE 102 RALEIGH NC 27603-3433
IRREVO STEPHENS ENTERPRISES, LLC
25 756134470 179262 AIR PARK ASSOCIATES C/0 JOHN MCCONNELL 4080 BARRETT DR RALEIGH NC 27609-6631
26 756134296 54322 CLARK, MARY MARCOM 105 SORRELL GROVE CHURCH RD MORRISVILLE NC 27560-9542
27 756039676 206770 SVT 507 AIRPORT BLVD LP LIMITED PARTNERSHIP STARWOOD CAPITAL GROUP 591 W PUTNAM AVE GREENWICH CT 06830-6005
28 756034647 219493 SVT 5151 MCCRIMMON PKWY LP LIMITED PARTNERSHIP STARWOOD CAPITAL GROUP 591 W PUTNAM AVE GREENWICH CT 06830-6005
29 746838064 408256 RVRV LLC 123 PRESTON GRANDE WAY MORRISVILLE NC 27560-7073
30 746828712 47047 MORRISVILLE TOWN OF PO BOX 166 MORRISVILLE NC 27560 0166
31 746922853 206772 DUKE REALTY LP DUKE REALTY CORP PO BOX 40509 INDIANAPOLIS IN 46240-0509
32 746922326 182529 DUKE REALTY LTD PRTNSHP PO BOX 40509 INDIANAPOLIS IN 46240-0509
33 746926093 14870 COPELAND OAK CENTER CONDOMINIUM PO BOX 4948 CARY NC 27519-4948
34 746916565 115075 UNITED STATES POSTALSERVICE PO BOX 27494 GREENSBORO NC 27498-7494
35 746807647 37745 RBW REALTY LLC PO BOX 6158 RALEIGH NC 27628-6158
36 756000118 416990 NC RAILROAD COMPANY 2809 HIGHWOODS BLVD STE 100 RALEIGH NC 27604-1000
37 746813603 232 ADAMS CONCRETE PRODUCT CO 333 N GREENE ST GREENSBORO NC 27401-2265
38 746822319 117065 ADAMS CONCRETE PRODUCTS CO KINSTON 333 N GREENE ST GREENS80R0 NC 27401-2265
39 746728086 193180 BEAZER EAST INC 1910 COCHRAN RD STE 260 PITTSBURGH PA 15220-1273
40 746725023 46750 MEDLIN, PEGGY M 5711 MCCRIMMON PKWY MORRISVILLE NC 27560-8340
41 746713912 193179 OLDCASTLE APG SOUTH INC 333 N GREENE ST STE 201 GREENSBORO NC 27401-2145
42 746711877 193178 MEDLIN, PEGGY M 5711 MCCRIMMON PKWY MORRISVILLE NC 27560-8340
43 746710861 418363 TOWN HALL COMMONS LLC 1116 SILVER OAKS CT RALEIGH NC 27614-9359
44 746618684 422206 STANDARD PACIFIC OF THE CAROLINAS LLC 6701 CARMEL RD STE 425 CHARLOTTE NC 28226 0203

S TREAM AND WETLAND
DATA FORMS

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 4/16/2014 ProjecUSite: NC 54 Bypass Latitude: 35.849037
Stream SI
EV81UatOf: � Hartshorn (KHA), County: Wake County Longitude: -78.836346
R. Sullivan (KHA)
Total Points: 2� Stream Deter � � (circle one) Other
Stream is at least intermittent Ephemera ntermittent erennial e.g. Quad Name: Caly QUBd
if >_ 19 or perennial if >_ 30
A. Geomorphology Subtotal = 12
1a. Continuity of channel bed and bank
2. Sinuosity of channel along thalweg
3. In-channel structure: ex. riffle-pool, step-p�
pool sequence
4. Particle size of stream substrate
5. Active/relic floodplain
6. Depositional bars or benches
7. Recent alluvial deposits
8. Headcuts
9. Grade control
10. Natural valley
11. Second or greater order channel
' artifcial ditches are not rated; see discussions in manua
B. Hydrology Subtotal = 4
Moderate Strong
2
2 3
2 3
2 3
2 3
2 3
2 3
f 3
1 1.5
�� 1. 5
Yes = 3
Score
3
1
1
1
1
1
1
2
0
1
0
12. Presence of Baseflow 0 1 2 3 0
13. Iron oxidizing bacteria 0 1 2 3 0
14. Leaf litter 1.5 1 0.5 C'a 0
15. Sediment on plants or debris 0 0.5 1 1.5 0
16. Or anic debris lines or piles 0 0.5 1 1.5 1
17. Soil-based evidence of high water table? No = 0 Yes = 3 3
C. Biology Subtotal = 5
18. Fibrous roots in streambed 3 2 1 0 1
19. Rooted upland plants in streambed 3 2 1 0 3
20. Macrobenthos (note diversit and abundance) 0 1 2 3 1
21. Aquatic Mollusks 0 1 2 3 0
22. Fish 0 0.5 1 1.5 0
23. Cra fish 0 0.5 1 1.5 0
24. Amphibians 0 0.5 1 1.5 0
25. AI ae 0 0.5 1 1.5 0
26. Wetland plants in streambed FACW = 0.75; OBL = 1.5; �'��her == s1 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Stream SI is a weak feature within a forested area near a ridge top. Linear
stream with heavy leaf litter and poor to no substrate. Little water in stream
channel with rain in last 24 hours. Stream crosses maintained utility easement
but is mostly forested before entering culvert going beneath commercial
landscaping warehouse/material staging area.

__ _ _ __ _ _ _ _ .. _ _. ._ _
USACE AID# DWQ # Site # (indicate on attached map) "�
- STREAM QUALITY ASSESSMENT WORKSHEET �� �
��
Provide the following information for thc strcam rcach under assessment:
1. Applicant's name: TOWCI Of MOt'rlSVllle 2. Evaluator's name: �• Hartshorn (KHA), R. Sullivan (KHA)
3. Date of evaluation: 04�16�2014
5. Name of stream: StCedfTl SI
7. Approximate drainage area: 5 dCl'eS
9. Length of reach evaluated: 95 f eet
11. Site coordinates (if known): prefer in decimal degrees.
Lari�ude �eX. 34.a�z31z�: 35.849037
4. Time of evaluation: Z• 1� pm
6. River basin: NeUS�
s. strea�n oraer: First Order
io. coUp�: Wake County
12. Subdivision name (if any): n�d
�o�1g��de �eX. -��.5566� �>: -78•836346
Method location determined (circle): �PS�✓ I�opo Sl�eet�`Jrtho (Aerial) Photo/GIS�ther GIS��her
13. Location of reach under evaluation (note nearby roads and landmarks and attach inap identifying stream(s) location):
The length of reach evaluated is east from Chapel Hill Rd (NC 54) situated centrally on the northern boundary of Wake County property parcel PIN # 0746838759.
14. Proposed channel work (if any): n�d
15. Re�ent weather conditions: Temperature ranged from 33 to 81 degrees Farenheit, with 1.32" of rain on 4/15/2014
16. slte �o„d,t,onS at t;,ne of�;s;t: Sunny, clear, and cold. Temperature in the low 50's Farenheit.
17. Identify any special waterway classifications known: �Section 10 �Tidal Waters �Essential Fislieries Habitat
.QTrout Waters �Outstanding Resource Waters �_ Nutrient Sensitive Waters _QWater Supply Watershed (I-IV)
18. Is there a pond or lake located upstream of the evaluation point? NO If yes, estiinate the water surface area:
19. Does channel appear on USGS quad map? NO 20. Does channel appear on USDA Soil Survey? YES
21. Estiivated watershed land use: _% Residential S� % Coirnnercial _% Industrial _% Agricultural
SQ % Forested _% Cleared / Logged _% Other ( )
22. Bankfull width: �� 23. Bank height (froin bed to top of bank): 1�
24. Channel slope down center of stream: �Flat (0 to 2%) �,Gentle (2 to 4%) _�Moderate (4 to 10%) �Steep (>10%)
25. Channel sinuosity: _�Straight _�Occasional bends �Frequent meander _� Very sinuous �Braided channel
Instructions for completion of worksheet (located on page 2): Begin by detennining the inost appropriate ecaregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown far the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scares should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
corrmient section. Where there are obvious changes in the character of a streain under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into sinaller reaches that display nlore continuiry, and a se�arate fonn used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from revcrsc): 36 Commcnts:
Stream SI is a weak feature within a forested area near a ridge top, Linear stream with heavy leaf litter and poar to no
substrate. Little water in stream channel with rain in last 24 hours. Stream crosses maintained utility easement but is mostly_
forested before entering culvert going beneath commercial landscaping warehouse/material staging area.
Evatuaror'sSignature'�"''�c,-n� �(a,�f�-l�c-,•,z Date04�16�2014
This channel evaluation form is intended to bc used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Enginecrs to make a preliminary asscssment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Fonn subject to change — version 06/03. To Coin�nent, please call 919-876-8441 x 26.

Stream SI
STREAM QUALITY ASSESSMENT WORKSHEET
ECOREGION POINT RANGE
# CHARACTERISTICS Coastal Piedmont Mountain SCORE
Presence of flow / persistent pools in stream
l no f7ow or saturation = 0; stron flow = max oints) 0— 5 0— 4 0— � 1
2 Evidence of past human alteration 0— 6 0— 5 0— 5 2
exiensive alteration = 0; no alteration = max oints
Riparian zone
3 no buffer = 0; conti uous, wide buffer = max oints) 0— 6 0— 4 0— 5 3
Evidence of nutrient or chemical discharges
4 extensive dischar es = 0; no dischar �es = max oints) 0— 5 0— 4 0— 4 3
� Groundwater discharge
5 0-3 0-4 0-4 �
� no discharae = 0; s�rin s, see s, wetlands, etc. = max oints)
Presence of adjacent floodplain 1
� 6 (no flood lain = 0; extensive flood lain = max oints) 0— 4 0— 4 0— 2
� Fotrenchment / floodplain access
7 0-5 0-4 0-2 1
(dee 1 entrenched = 0; fre uent floodina = inax �oints)
� Presence of adjacent wetlands 0— 6 0— 4 0— 2 Q
no wetlands = 0; larQe ad�acent wetlands = max oints
Channel sinuosity
9 extensive channelization = 0; natural meander = max oints) 0— 5 0— 4 0— 3 1
Sediment input
10 extensive de osition= 0; little or no sediinent = inax oints) 0— 5 0— 4 0—�} 3
Size & diversity of channel bed substrate *
11 fine, homo �enous = 0; lar e, diverse sizes =�nax oints) NA 0— 4 0— 5 1
1 Z Evidence of channel incision or widening 0— 5 0— 4 0— 5
y+ (dee 1 incised = 0; stable bed & banks = max oints) �
,r.r''., Presence of major bank failures
� 13 0-5 0-5 0-5 3
�,,,� severe erosion = 0; no erosion, stable banks = max oints
W Root depth and density on banks
� 14 �no visible roots = 4; dense roots throu >l�out = inax oints) 0— 3 0— 4 0— 5 2
� 15 Impact by agriculture, livestock, or timber production 0— 5 0— 4 0— 5 3
substantial im act =0; no evidence = max �oints
1� Presence of riffle-pooUripple-pool complexes 0— 3 0— 5 0— 6 1
� no riffles/ri les or ools = 0; well-develo ed = max oints)
Q Habitat complexity
� 1� little or no habitat = 0; fre uent, varied habitats = max oints) 0— 6 0— 6 0— 6 2
� Canopy coverage over sfreambed
Q 1$ 0-5 0-5 0-5 3
� �no shadin� ve�etation = 0; continuous cano = max oint�S)
19 Substrate embcddedncss NA* 0— 4 0— 4 1
dee 1 embedded = 0; loose structure = max
Presence of strcam invertebrates (see page 4)
�
�� no evidence = 0; cormnon, nuinerous es = max oints) 0— 4 0— 5 0— 5 0
V Presence of amphibians
2] 0—� 0-4 0-4 �
O (no evidence = 0; common, numerous t es = max oints
`� Presence of fish
O 22 0-4 0-4 0-4 �
� no evidence = 0; common, numerous t es — max �oints)
Evidence of wildlife use
�3 no evidence = 0; abundant evidence =�nax oints) 0— 6 0— 5 0— 5 2
Total Points Possible 100 100 100
TOTAL SCO.RE (also enter on first page) 3C
* These rharacteristics are not assessed in coa�tal streams.

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 4/16/2014 Project/Site: NC 54 Bypass Latitude: 35.845066
Stream SL
EV81U8tOf: � Hartshom (KHA), County: Wake County Longitude: -78.837917
R. Sullivan (KHA)
Total Points: 23 Stream Deter � ' (circle one) Other
Stream is at least intermittent Ephemera ntermittent..; erennial e.g. Quad Name: Cary Quad
if >_ 19 or perennial if >_ 30 � -
A. Geomorphology Subtotal = 11.5 Absent Weak Moderate Strong Score
1a. Continuity of channel bed and bank 0 1 3 2
2. Sinuosity of channel along thalweg 0 2 3 1
3. In-channel structure: ex. riffle-pool, step-pool, ripple 0 � 2 3 1
pool sequence
4. Particle size of stream substrate 0 1 2 3 2
5. Active/relic floodplain 0 1 2 3 2
6. Depositional bars or benches 0 t 2 3 1
7. Recent alluvial deposits 0 1 2 3 1
8. Headcuts 0 1 2 3 0
9. Grade control 0 0.5 1 1.5 1
10. Natural valley 0 ��.:� 1 1.5 0.5
11. Second or reater order channel No = 0 Yes = 3 0
artificial ditches are not rated: see discussions in manual
B. Hydrology Subtotal = 6.5
12. Presence of Baseflow 0 1 2 3 1
13. Iron oxidizing bacteria 0 1 2 3 0
14. Leaf litter 1.5 1 0.5 0 1
15. Sediment on plants or debris 0 0.5 1 1.5 0.5
16. Or anic debris lines or piles 0 0.5 1 1.5 1
17. Soil-based evidence of high water table? No = 0 ''l �� ��3 3
C. Biology Subtotal =
18. Fibrous roots in streambed :� 2 1 0 3
19. Rooted u land plants in streambed 3 � 1 0 2
20. Macrobenthos (note diversit and abundance) 0 1 2 3 0
21. Aquatic Mollusks 0 1 2 3 0
22. Fish 0 0.5 1 1.5 0
23. Cra fish 0 0.5 1 1.5 0
24. Amphibians 0 0.5 1 1.5 0
25. AI ae +� 0.5 1 1.5 0
26. Wetland plants in streambed FACW = 0.75; OBL = 1.5; �sit7r>r = t".;� 0
`perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: Stream SL drains from an old pond feature on a superfund site. The
pond may no longer be present. The stream is rip rap stabilized through reach.
Poison ivy was observed growing in channel. Stream SL likely dries up for much
of vear. It has verv low flow despite recent rainfall.

_ __ _ . __
USACE AID#
_ _ _ _ _ _ __ _ _ _ _ _ _.
DWQ # Site # (indicate on attached inap)
. STREAM QUALITY ASSESSMENT WORKSHEET �°�-
���
Provide the following information for the stream reach under assessment:
1. Applicant's name: TOWII Of M01't"ISVIIIe 2. Evaluator's name: �• HaItSh01'il (KHA), R. SUlllVall (KHA)
3. Date of evaluation: 04/16/2014 4. Time of evaluation: 2•3O pm
5. Naine of stream: Stream S� 6. River basin: NeUSe
7. Approximate drainage area: 16 aCreS $. StI'01111 01'C�eT': FICSt OCdeC
9. Length ofreach evaluated: 1OO feet lo. cou„ty: Wake County
11. Site coordmates (if known): pmfer in decimal degrees.
Lac;cude �eX. 3a.s�z3�z�: 35.845066
12. Subdivision name (if any): n�d
[.o,l�;n�de �ex. -��.ss66> >>: -78 • 837917
Method location detennined (circle): �PS❑✓ 1'opo Sl�eet�'✓ Jrtho (Aerial) Photo/G1S�ther GIS�ther
13. Loeation of reach under evaluation (note nearby roads and land�narks and attach �nap identifying stream(s) location):
Length of reach evaluated flows under McCrimmon Pkwy approximately 500' from the intersection with NC 54
14. Proposed channel work (if any): n�a
ts. xecent weacher �onditions: Temperature ranged from 33 to 81 degrees Farenheit, with 1.32" of rain on 4/15/2014
16. s,te �ona;t,ons at t,lne of�;s;t: Sunny, clear, and cold. Temperature in the low 50's Farenheit.
17. Identify any special waterway classifications known: �Section 10 �Tidal Waters _�Essential Fisheries Habitat
_QTrout Waters �Outstanding Resource Waters ,�✓ . Nutrient Sensitive Waters _� Water Supply Watershed (I-IV)
18. Is there a pond or lake located upstream of the evaluation point? NO If yes, estimate the water surface area:
19. Does channel appear on USGS quad map? 20. Does channel appear on USDA Soil Survey?
21. Estimated watershed land use: _% Residential _% Corrunercial 60 % Industrial _% Agricultural
4� % Forested _% Cleared / Logged _% Other
22. Bankfull width: S� 23. Bank height (from bed to top of bank): 1�
24. Channel slope down center of stream: ✓�Flat (0 to 2%) �Gentle (2 to 4%) �Moderate (4 to 10%) �Steep (> 10%)
25. Channel sinuosity: _QStraight �Occasional bends �Frequent meander _�Very sinuous �Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the warksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character oi a streain under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and ] 00, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 38 Commcnts:
Stream SL drains from an old �ond feature on a superfund site. The pond may no longer be present. The stream is rip rap
stabilized through reach. Poison ivy was observed growing in channel. Stream SL likely dries up for much of year. It has very
low flow despite recent rainfall.
Evaluator's Signaturc �``�`'" '�`T''�'�`'`'''" Date�4�16�2014
This channel evaluation form is intended to be used only as a guide to assist landowners and cnvironmental professionals iu
gathcring the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change — version 06/03. To Coininent, please call 919-876-8441 x 26.

Stream SL
STREAM QUALITY ASSESSMENT WORKSHEET
ECOREGION POINT RANGE
# CHARACTERISTICS Coastal Piedmont Mountain SCORE
Presence of flow 1 persistcnt pools in stream
1 0—� 0-4 0—� 2
(no flow or saturation = 0; stron flow = max oints)
� Evidence of past human alteration
_ O-6 0—S 0-5 1
extensive alteration = 0; no alteration = max oints
3 Riparian zone 0_ 6 0— 4 0— S 1
(no buffer = 0; conti �uous, wide buffer = max oints
Evidence of nutrienY or che�mical dischar�es
4 extensive dischar es = 0; no discharUes = max oints) 0— 5 0— 4 0— 4 1
,� Groundwater discharge
5 0-3 0-4 0-4 1
� (no dischar«e = 0; s rinvs, see s, wetlands, etc. = max oints)
.� Presence of adjacent floodplaiu �
� 6 no flood lain = 0; extensive flood �lain = max oints 0— 4 0— 4 0— 2
�
a." � Entrenchment I floodplain access 0— 5 0— 4 0— 2 2
�'' �dee 1 entrenched = 0; fre uent floodinQ = inax �oints)
Presence of adjacent �vetlands
� no wetlands = 0; lar e ad'acent ��etlands = max �oints) 0— 6 0— 4 0— 2 2
y Channel sinuosity 0— 5 0— 4 0— 3 1
extensive channelization = 0; natural �ueander = max oi��ts)
� � Sediment input 0— 5 0— 4 0— 4 1
�extensive de ositian= 0; little or no sediinent = inax �oints)
� 1 Size & diversity of channel bed substrate NA* 0— 4 0— 5 3
fine, homo enous = 0; larae, diverse sizes = max oints)
Evidence of channel incision or widening
l2 0—� 0-4 0-5 2
y+ (dee 1 incised = 0; stable bed & banks =max on�ts)
E"" Presence of major bank failures
� 13 0-5 0-5 0—� 2
,,,� (severe erosion = 0; no erosion, stable banks = max oints
�Root depth and density on banks
14 0-3 0-4 0-5 j
E,,, no visible roots = 0; dense roots throu hout = max oints
�/-' Impact by agriculture, livestock, or timber production
�s o—s o-4 o—s 3
substantial im act =0; no evidence = max �oints)
Presence of rifflc-pooUripple-pool compleses
16 0-3 0-5 0-6 1
� (no rifflesh�i ]es or ools = 0; well-develo ed = max oints)
� Habitat complexity
� 17 litfle or no habitat = 0; fre uent, varied habitats �= max oints) 0— 6 0— 6 0— 6 Z
� Canopy coveragc over streambed
� 18 o—s o—s o—s 4
� no shadin � �e etation = 0; continuous cano = inax oints)
� 9 Substratc cmbcddcdncss NA* 0— 4 0— 4 3
dee I e�nbedded = 0; loose structure =�nax)
Presence of stream invertebrates (see page 4)
�
�� no evidenee = 0; coimnon, numerous t es = max oints) 0—� 0— � 0— 5 �
� 2 � Presencc of amphibians 0— 4 0— 4 0— 4 Q
O no evidence = 0; common, numerous t es = max oints)
'� Presence of fish
� 22 (no evidence = 0; com�non, nuinerous t es = max oints) �— 4 0— 4 0— 4 �
Evidcnce of wild6fe use
23 no evidence = 0; abundanf evidence = max oints) �— 6 0— 5 0— 5 3
Tatal Points Possible 100 IOQ 100
TOTAL SCORE (also enter on first page) 38
* These characteristics are not assessed 1n coastal streams.

North Carolina Division of Water Quality - Stream tdentification Form, Version 4.11
Date: 4/16/2014 Project/Site: NC 54 Bypass Latitude: 35.847475
Stream SM
Evaluator: � Hartshorn (KHA), County: Wake County Longitude: -78.834366
R. Sullivan (KHA)
Total Points: 34 Stream Determination (c� e Other
Stream is at least intermittent Ephemeral Intermitte Perennial e.g. Quad Name: Cary Quad
if >_ 19 or perennial if >_ 30
A. Geomorphology subtotal = 19.5
1a. Continuity of channel bed and bank
2. Sinuosity of channel along thalweg
3. In-channel structure: ex. riffle-pool, step-pool,
pool sequence
4. Particle size of stream substrate
5. Active/relic floodplain
6. Depositional bars or benches
7. Recent alluvial deposits
8. Headcuts
9. Grade control
10. Natural valley
11. Second or greater order channel
' artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 8.5
Weak
1
1
1
1
1
1
1
1
0.5
0.5
Moderate Stron
2
_ 3
2 3
2 3
2 3
� 3
2 3
2 3
1 1.5
1 1.5
'�'�s=3
Score
3
2
1
2
2
2
3
0
0
1.5
3
12. Presence of Baseflow 0 1 2 3 3
13. Iron oxidizing bacteria � 1 2 3 0
14. Leaf litter 1.5 1 0.5 0 1.5
15. Sediment on plants or debris 0 0.5 1 1.5 0
16. Or anic debris lines or piles 0 0.5 1 1.5 1
17. Soil-based evidence of high water table? No = 0 Yes = 3 3
C. Biology Subtotal = 6
18. Fibrous roots in streambed � 2 1 0 3
19. Rooted upland plants in streambed 3 2 1 0 3
20. Macrobenthos (note diversit and abundance) � 1 2 3 0
21. Aquatic Mollusks Q 1 2 3 0
22. Fish 0 0.5 1 1.5 0
23. Cra fish a 0.5 1 1.5 0
24. Amphibians � 0.5 1 1.5 0
25. AI ae 0 0.5 1 1.5 0
26. Wetland plants in streambed FACW = 0.75; OBL = 1.5; �:�tE��r = u 0
'perennial streams may also be identified using other methods. See p. 35 of manual
Notes: Stream SM is an incised perennial stream flowing adjacent to a sewer
easement. Multiple stormwater discharges are present along the reach. Area
received 1.32" of rain the day prior to the site visit, but stream appears to stabilizE
No fish/biology observed during the site visit.

_ _ _ _ _ _ _ _ _ __ .__ _ _ . _ . _ _ .
USACE AID# DWQ # Site # (indicate on attached map)
� � STREAM QUALITY ASSESSMENT WORKSHEET ��,
,..,�.:
.� `, �
Provide the following information for the stream reach under assessment:
1. Applicant's name: TOWfI Of MOI'I'ISVllle 2. Evaluator's name: �• Hartshorn (KHA), R. Sullivan (KHA)
3. Date of evaluation: 04/ 16/2014
5. Name of streanl: StC2dlll SM
7. Approximate drainage area: 39 dCl"2S
9. Length of reach evaluated: 10� feet
i l. Site coardinates (if known)
Latitude (ex. 34.872312):
prefer in decimal degrees.
35.847475
4. Tiine of evaluation: 12:45 pm
6. River basin: NeUS�
8. Streain order: Flt"St 01'CIeC
io. coUncy: Wake County
12. Subdivision naine (if any): n�d
Longitude �eX. —��.ssbt�� � �: -78.834366
Method location determined (circle): ✓�'iPS❑✓ Topo Shee ✓t�rtho (Acrial) Photo/GIS�tller G[S�ther
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
The length of reach evaluated begins at wetland WT and flows east towards Permieter Park Dr.
14. Proposed channel work (if any): n�d
1s. Recent weather cond�tions: Temperature ranged from 33 to 81 degrees Farenheit, with 1.32" of rain on 4/15/2014
i6. s�te �ona�t;ons at t�me of��s�r. Sunny, clear, and cold. Temperature in the low 50's Farenheit.
17. Identify any special waterway classifications known: �Section 10 ,�Tidal Waters _QEssential Fishenes Habitat
_QTrout Waters �Outstanding Resource Waters � Nutrient Sensitive Waters _QWater Supply Watershed (I-IV)
18. Is there a pond or lake located upstreain of the evaluation point? NO If yes, estimate the water surface area:
19. Does channel appear on USGS quad map? YES 20. Does channel appear on USDA Soil Survey? YES
21. Estimated watershed land use: _% Residential S� % Commercial 20 % Industrial _% Agricultural
3� % Forested % Cleared / Logged _% Other (
22. Bankfull width: 6�
24. Channel slope down center of strea�n: �Flat (0 to 2%)
25. Channel sinuosiry: �Straight _�,Occasiona] bends
23. Bank height (from bed to top of bank): 4�
�Gentle (2 to 4%) _QModerate (4 to 10%) .�Steep (>10%)
�Frequent ineander _� Very sinuous �Braided channel
Instructions for completion of worksheet (located oo page 2): Begin by detennining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate forin used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest qualiry.
Total Score (from reverse): 42 Comments:
Stream SM is an incised perennial stream flowing adjacent to a sewer easement. Multiple stormwater discharges are present
alonq the reach. Area received 1.32" of rain the day prior to the site visit, but stream appears to stabilize. No fish/biology
observed.
Evaluator's Signature =�c" c'� ��{"''��'�"�'�'''� Date 04�16�2014
This channel evaluation form is intended to be uscd only as a guide to assist landowners and environmental professionals in
gathering the data rcquired by the United States Armv Corps of Engineers to makc a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Fonn subject to change — version 06/03. To Connnent, please call 919-876-8441 x 26.

Stream SM
STREAM QUALITY ASSESSMENT WORKSHEET
-- - — — _ _ -- --- --
ECOREGION POINT RANGE
# CHARACTERISTICS Coastal Picdmont Mountain SCORE
Presencc of ilow / persistcnt pools in stream
� �no flow or saturation = 0; stron * flow = max oints) 0- 5 0- 4 0- 5 3
� Evidence of past human alteration
" extensive alteratioi� = 0; no alteration = max oints 0- 6 0- 5 0- 5 2
Riparian zone
3 no buffer = 0; conti �ruous, wide buffer = max oints) 0- 6 0- 4 0- 5 2
� Evidence of nutrient or chcmical discharges 0- � 0- 4 0- 4 3
extensive dischar �es = 0; no discharUes = niax oints
,,,,� Groundwater discharge
5 0-3 0-4 0-4 2
� no dischar e= 0; s riil s, see s, wet(ands, etc. = max oints)
� �� Presence of adjacent floodplain 0- 4 0- 4 0- 2 1
�,,; no flood lain = 0; extensive flood lain = max oints
�", Entrenchment 1 floodplain acccss
�"' � (dee 1 entrenched = 0; fre uent tloodin�� = inax oints) 0- 5 0- 4 0- 2 1
� Presence of adjacent wetlands 0- 6 0- 4 0- 2 2
no wetlands = 0; larne ad�acent wetlands = max oints)
9 Channel sinuosity_ 0- 5 0- 4 0- 3 2
extensive channelization = 0; natural meander = max oints}
� � ScdimenY inpat 0- 5 0- 4 0- 4 1
extensive de osition= 0; little or no sediment = inax oints}
� 1 Size & diversity of channel bed substrate NA* 0- 4 0- 5 2
(fine, homo enous = 0; lar �e, diverse sizes = max oints)
I Z Evidence of cl�annel incision or widening 0- 5 0- 4 0- 5
y� dee �l incised = 0; stable bed & banks = max oints �
�"' Presence of major bank failures
a 13 severe erosion = 0; no erosion, stable banks = max �oints) 0- 5 0- 5 0- 5 2
�
� Root depth and density on banks
� � 4 no visible roots = 0; dense roots throu hout = ma�c �oints) 0- 3 0- 4 0- 5 2
r
� Impact by agriculture, livestock, or timber production
is o—s o-4 o—s 3
substantial im act =0; no evidence = inax oints
Presence of riffle-pooUripple-pool complexes
16 ilo riffles/ri les or ools = 0; well-develo ed = max oints) 0- 3 0- 5 0- 6 1
� � � Habitat complexity 0- 6 0- 6 0- 6 �}
�"' (little or no habitat = 0; fre uent, varied habitats = max oints)
.,
'r-+ Canopy covcrage over streambed
Q�s . o—s o—s o—s 3
x no shadin ve��etation = 0; continuous cano �=�i1ax o�nts)
19 5ubstrate embeddedness NA* 0- 4 0- 4 2
dee �I einbedded = 0; loose structure = max)
20 Presence of stream invertebrates (see page 4) 0- 4 0- 5 0- 5 �
� no evidence = 0; common, numerous es �- max oints
� �� Prescnce of amphibians 0- 4 0- 4 0- 4 Q
O �" (no evidence = 0; cominon, numerous es =�nax oints)
Presence of fish
� 22 �no evidencE �- 0; common, numerous t es = max oints) 0- 4 0- 4 0- 4 �
�3 Evidence of wildlife use 0- 6 0- 5 0-� 2
(no evidence = 0; abmidant evidence = ma� oints)
Total Points Possible 100 100 l 00
TOTAL SCORE (also enter on first page) 42
*�l�hcse charactcnstics are not assesscd in coastal streams.

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 4/16/2014 ProjecUSite: NC 54 Bypass Latitude: 35.847686
Stream SN
EV81U8to�: J. Hartshorn (KHA), County: Wake County Longitude: -78.837899
R. Sullivan (KHA)
Total Points: 29.5 Stream Deter � � n(circle one) Other
Stream is at least intermittent Ephemer Intermitte Perennial e.g. Quad Name: Cary Quad
if >_ 19 or perennial if >_ 30
A. Geomorphology Subtotal =
1a. Continuity of channel bed and bank
2. Sinuosity of channel along thalweg
3. In-channel structure: ex. riffle-pool,
pool sequence
4. Particle size of stream substrate
5. Active/relic floodplain
6. Depositional bars or benches
7. Recent alluvial deposits
8. Headcuts
9. Grade control
10. Natural valley
11. Second or greater order channel
a artificial ditches are not rated: see discussions ii
B. Hydrology Subtotal =
10
13.5
p-pooi, np
Weak
1
1
1
1
1
1
1
0_5
0.5
Moderate Strong
2
2 3
2
2 3
2 3
2 3
2 3
2 3
1 i.a
1 1.5
Yes = 3
Score
3
1
3
3
0
0
1
0
1.5
1
0
12. Presence of Baseflow 0 1 2 � 3
13. Iron oxidizing bacteria 0 1 2 3 0
14. Leaf litter 1.5 1 0.5 0 1.5
15. Sediment on plants or debris 0 0.5 1 1.5 1
16. Or anic debris lines or iles 0 0.5 1 1.5 1.5
17. Soil-based evidence of high water table? No = 0 Ye� __� 3
C. Bioloqy Subtotal = 6
18. Fibrous roots in streambed 3 2 1 0 3
19. Rooted upland plants in streambed ;� 2 1 0 3
20. Macrobenthos (note diversit and abundance) 0 1 2 3 0
21. Aquatic Mollusks 0 1 2 3 0
22. Fish 0 0.5 1 1.5 0
23. Cra fish 0 0.5 1 1.5 0
24. Amphibians 0 0.5 1 1.5 0
25. AI ae Q 0.5 1 1.5 0
26. Wetland plants in streambed FACW = 0.75; OBL = 1.5; Other = 0 0
'perennial streams may also be identified using other methods See p. 35 of manual.
Notes: Stream SN is a short linear feature that briefly daylights between
railroad and NC 54 and then from NC 54 to landscaping company (approx. 16').
Entire channel is rip rap or man-stabilized.

. _ __. __
USACE AID#
__ _ __ _ _ _ _ __. __ _ _ __ __
DWQ # Site # (indicate on attached inap)
. STREAM QUALITY ASSESSMENT WORKSHEET �� -
Provide the following information for the stream reach undcr assessment:
��
1. Applicant's name: TOWCI Of MOrt'ISVllle 2. Evaluator's na�ne: �• HartShO�ll (KHA), R. SUIIIvaII (KHA)
3. Date of evaluation: 04�16�2014 4. Time of evaluation: 1:55 p171
5. Name of stream: Stl'ealll SN 6. River basin: NeUSe
7. Approximate drainage area: 14 aCreS 8, Stream order: FII'St OI'Clel'
9. Length ofreach evaluated: 1� feet 10. County: WdiCe COUfI�/
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any): n�d
Lac�rude �ex. 3a.s�a3�a�: 35.847686 Lon�;tuae �eX. -��ss66> >>: -78•837899
Method location determined (circle): �PS❑✓ Topo Sheet ✓a,7rtho (Aerial) Pl�oto/GIS�ther GIS�ther
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
The length of reach that flows under NC 54 approximately 700' north from the intersection with McCrimmon Pkwy.
14. Proposed channel work (if any): n�a
15. Re�ent weather �ondltions: Temperature ranged from 33 to 81 degrees Farenheit, with 1.32" of rain on 4/15/2014
i6. s;te �o„a�t;ons at t„ne of�s;t: Sunny, clear, and cold. Temperature in the low 50's Farenheit.
17. Identify any special waterway classifications known: �Section 10 �Tidal Waters _�Essential Fisheries Habitat
.QTrout Waters �Outstanding Resource Waters � Nutrient Sensitive Waters .QWater Supply Watershed (I-IV)
18. Is there a pond or lake located upstrea�n of the evaluation point? NO If yes, esti�nate the water surface area:
19. Does channel appear on USGS quad map? NO 20. Does channel appear on USDA Soil Survey? YES
21. Estimated watershed land use: _% Residential 60 % Commercial 3a % Industrial _% Agricultural
10 % Forested _% Cleared / Logged _% Other
22. Bankfull width: 6�
24. Channel slope down center of streain: �Flat (0 to 2%)
25. Channel sinuosity: �✓ Straight �Occasional bends
23. Bank height (from bed to top of bank): 3�
�Gentle (2 to 4%) _ ✓�Moderate (4 to 10%) �Steep (> 10%)
�Frequent meander _QVery sinuous �Braided channel
Instructions for completion of worksheet (located on page 2): Begin by detennining the most appropriate ecoregion based on
location, terrain, ve�etation, stream classification, etc. Every characteristic �nust be scored using the sanie ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
coinment section. Where there are obvious changes in the character of a streain under review (e.g., the stream flows froin a pasture
into a forest), the stream �nay be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of l00 representing a stream of the
highest qualiry.
Total Score (from revcrse): 34 Comments:
Stream SN is a short linear feature that briefly daylights between railroad and NC 54 and then from NC 54 to landscaping
company (approx. 16'). Entire channel is rip rap or man-stabilized.
Evaluator's Signature "�"''`�'� J���a''��'�`��'��"� Date 04�16�2014
This channel evaluation form is intended to be used only as a guidc to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engincers to makc a prcliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Fonn subject to change — version 06/03. To Cominent, please call 919-876-8441 x 26.

Stream SN
STREAM QUALITY ASSESSMENT WORKSHEET
ECOREGION POINT RANGE
# CHARACTERISTICS Coastal Piedmont Mountain SCORE
Prescnce of flow / persistent pools in stream
1 no flow ar saturaYion = 0; stron * flow �= inax oints 0— 5 0— 4 0— � 3
Evidence of past human alteration
2 0-6 0-5 0-5 0
(extensive alteration = 0; no alteration = max oints
3 Riparian zone 0— 6 0— 4 0— 5 1
(no buffer = 0; conti uous, wide buffer = uiax oints
Evidence of nutrient or chemical discharges
4 0-5 0-4 0-4 2
extensive dischar es = 0; no dischar�es = max oints
,� Groundwater discharge
� � �no discllarae = 0; s rin s, see� s, wetlands, etc. = max oints) 0— 3 0— 4 0— 4 2
,� Presence of adjacent floodplain 1
� 6 no flood lain = 0; extensive flood lain = max oints 0— 4 0— 4 0— 2
� � Entrcnchment / floodplain access 0— 5 0— 4 0— 2 j
(dee 1 entrenched = 0; fre uent floodinU = ina�c oints)
g Presence of adjacent wetlands 0— 6 0— 4 0— 2 Q
(�7o wetlands = 0; laree ad�acent wetlands = max oints)
Channel sinuosity
9 extensive eha»nelization = 0; natural meander = max oiilts) 0— 5 0— 4 0— 3 �
Sediment input
10 extensive de �osition= 0; little or no sedi�nent = inax oints) 0— 5 0— 4 0— 4 2
11 Size & diversity of channcl bed substrate NA* 0— 4 0— 5 3
(fine, homo enous = 0; lar *e, diverse sizes = inax oints)
12 Evidence of channel incision or widening 0— � 0— 4 0— 5 Q
�, (dee 1 incised = 0; stable bed & banks = max oints)
�Presence of major bank failures
� 13 0-5 0-5 0-5 3
,� (severe erosion = 0; no erosion, stable banks = max oints)
�Root depth and density on banks
14 no visible roots = 0; dense roots throu hout = inax oints) 0— 3 0— 4 0— 5 2
F�
� Impact by agriculture, livestock, or timber producfion
15 substantial im act =0; no evidence = max oints 0— 5 0— 4 0— 5 2
16 Presence of riffle-pooUripple-pool complexes 0— 3 0— � 0— Ei 4
no riffleshi les or ools = 0; well-develo ed = inax oints)
� Habitat complexity
�' 17 little or no habitat = 0; fre uent, varied habitats = max oints) 0— 6 0— 6 0— 6 Z
�
� Canopy coverage over strcambed
e� 18 0-5 0-5 0-5 1
� no shadin ve �etation = 0; continuous cano = max oints)
19 Substratc embeddedness NA* 0— 4 0— 4 3
dee 1 einbedded = 0� loose structure = n�ax�
Presence of stream invertebrates (see page 4)
�� no evidence = 0; common, numerous t�es = max oints 0— 4 0— 5 0— 5 �
�Presence of amphibians
21 0-4 0-4 0-4 �
O (no evidence — 0; common, numerous es = inax oints)
"� Presence of fish
� �� (no evidence = 0; co�mnon, numerous es = max oints) 0— 4 0— 4 0— 4 �
23 Evidencc of wildlifc usc 0— 6 0— � 0— 5 2
(no evidence = 0; abundant evidence = max oints)
Total Points Possiblc 100 100 100
TQTAL SCORE (also enter on first page) 34
* These characteristics arc not assessed in coastal streams.

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Pro�e�t�s�te: NC 54 Bypass (McCrimmon Parkway) c�tyico�r,ty: Morrisville/Wake samp�ing �ate: 4/16/14
ApplicanUOwner: TOWI1 Of M01'I"ISVllle State: NC Sampling Point: WR-UP
Investigator(s): �• Hartshorn (KHA), R. Sullivan (KHA) Section, Township, Range: M01'fISVIII2
Hillslo e None o °
Landform (hillslope, terrace, etc.): p Local relief (concave, convex, none): Slope (/o): Z�O
Subregion (LRR or MLRA): LRR P �at: 35.843836 Long: �78•840984 Datum: NAD 1983
Soil Map Unit Name: WOfSI1dfT1 58f1CIy I08fT1 NWI classification: n�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? 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 Iocations, transects, important features, etc.
Hydrophytic Vegetation Present?
Hydric Soil Present?
Wetland Hydrology Present?
Yes ✓ No
Yes No ✓
Yes No ✓
Is the Sampled Area /
within a Wetland? Yes No �
1.32" of rain was recorded the day before the site visit (NC CRONOS). The upland data point WR-UP
is located approximately 30' west of and 3' higher in elevation than the wetland data point WR-WET.
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators (minimum of two reauiredl
Primarv Indicators (minimum of one is reauired: check all that aoolvl Surface Soil Cracks (B6)
� Surface Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave Surface (B8)
High WaterTable (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (B10)
Saturation (A3) Oxidized Rhizospheres on Living Roots (C3) Moss Trim Lines (B16)
Water Marks (B1) Presence of Reduced Iron (C4) Dry-Season Water Table (C2)
Sediment Deposits (B2) Recent Iron Reduction in Tilled Soils (C6) Cra�sh Burrows (C8)
❑Drift Deposits (B3) ❑ Thin Muck Surface (C7) e Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (B4) � Other (Explain in Remarks) Stunted or Stressed Plants (D1)
❑ Iron Deposits (B5) ❑ Geomorphic Position (D2)
❑ Inundation Visible on Aerial Imagery (B7) Shallow Aquitard (D3)
Water-Stained Leaves (B9) Microtopographic Relief (D4)
Aquatic Fauna (613) FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No ✓ Depth (inches):
WaterTable Present? Yes. No ✓ Depth (inches): �24��
„a ,�✓ , Depth (inches): �� Wetland Hydrology Present. Yes n No �
Saturation Present? Yes No �Z`} �
includes ca illa frin e
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
No indicators of wetland hydrology were observed at data point WR-UP during the site visit.
Neither the water table nor soil saturation were observed within 24" of the soil profile.
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants. Sampling Point: WR-UP
� Absolute Dominant Indicator pominanceTestworksheet:
Tree Stratum (Plot size: 30 ) % Cover Species? Status Number of Dominant Species
�, Pinus taeda 5�% Y FAC That Are OBL, FACW, or FAC: 5 (A) '
2, Acer rubrum 20% Y FAC
Total Number of Dominant
3• Species Across All Strata: $ (B)
4.
Percent of Dominant Species
�• That Are OBL, FACW, or FAC:
6.
7 Prevalence Index worksheet:
8.
��% = Total Cover
Saolinq/Shrub Stratum (Plot size: 15� )
�. Quercus alba 5% Y FACU
Z, Cafya glabra 5% Y FACU
g. Acer �-ub��um 5% Y FAC
4. Viburnum rafrzesqueanum 5% Y NI
5.
6.
7.
8.
9.
10.
Herb Stratum (Plot size: 5� )
�'. No�ze
2.
6.
7.
8.
11
2�% = Total Cover
62.5% ��B�
Total % Cover of: Multiolv bv:
OBL species x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
1- Rapid Test for Hydrophytic Vegetation
X 2- Dominance Test is >50%
3- Prevalence Index is 53.0'
_ 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft(1
m) tall.
Herb — All herbaceous (non-woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
, = Total Cover
WoodV Vine Stratum (Plot size: 30 ) Woody vine — All woody vines greater than 3.28 ft in
� Lonrcera japonica 10% Y FAC hei ht.
Z.Vitis rotundi olia 5% Y FAC
3,Parthenocissus quinquefolia 2% N FACU
4.
17% = Total Cover
Hydrophytic
Vegetation
Present? Yes � No ❑
Remarks: (Include photo numbers here or on a separate sheet.)
Dense/established canopy. Light understory with only a few saplings observed.
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

SOIL
Sampling Point: WR-�%P
to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inchesl Color (moist) % Color (moistl % Tvoe' Loc2 Texture Remarks
0- 2" 10YR 3/3 100% Loam Organic debris
2- 6" 10YR 5/5 100%
6- 24" 7.5YR 5/6 100%
'Type: C=Concentration, D=Depletion,
Hydric Soil Indicators:
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
Depleted Below Dark Surface (A11;
Thick Dark Surface (Al2)
Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
❑ Sandy Gleyed Matrix (S4)
�Sandy Redox (S5)
Stripped Matrix (S6)
Restrictive Layer (if observed):
Type:
Depth (inches):
Clay Loam
Clay
RM=Reduced Matrix, MS=Masked Sand Grains. zLocation: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soi
Dark Surface (S7) � 2 cm Muck (A10) (MLRA 147)
Polyvalue Below SurFace (S8) (MLRA 147, 148) ,❑ Coast Prairie Redox (A16)
Thin Dark Surface (S9) (MLRA 147, 148)
Loamy Gleyed Matrix (F2)
Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Redox Depressions (F8)
_ Iron-Manganese Masses (F12) (LRR N,
MLRA 136)
Umbric Surtace (F13) (MLRA 136, 122)
Piedmont Floodplain Soils (F19) (MLRA 148)
� Red Parent Material (F21) (MLRA 127, 147)
(MLRA 147, 148)
Q Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
Q Very Shallow Dark Surface (TF12)
� Other (Explain in Remarks)
3lndicators of hydrophytic vegetation and
weUand hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes,�, No �
The soils are bright and dry. The lower profile of the soil is a tight clay. Neither the water table nor
soil saturation were observed within 24" of the soil profile. No indicators of hydric soils observed at
WR-UP during site visit.
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Pro�ect�s�te: NC 54 Bypass (McCrimmon Parkway) c�tyico�r,ty: Morrisville/Wake Samp�ing �ate: 4/16/14
ApplicanUOwner: TOWn OP MOI'I'ISVIII2 State: NC Sampling Point: WR-W�
Investigator(s): �• Hartshorn (KHA), iZ. Sullivan (KHA) Section, Township, Range: MOCI'ISVIIIe
Landform (hillslope, terrace, eto.�: Depression Local relief (concave, convex, none): COnC�Ve Slope (%):
Subregion (LRR or MLRA): LRR P �at: 35.843865 Long: -78•840889 �atum: NAD 1983
Soil Map Unit Name: WOCSIIaIII Sat1CIy IOalll NWI classification: ��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? 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?
Hydric Soil Present?
Wetland Hydrology PresenY?
Yes ✓ No ❑
Yes ✓ No �
Yes ✓ No
Is the Sampled Area
within a Wetland? Yes � No
Wetland WR is split into WRA and WRB. WRA is a depressional area north of McCrimmon Pkwy with standing water
throughout. It drains beneath McCrimmon Parkway via a culvert to a similar depressial area WRB. Both wetlands are
fully inundated/saturated to surface. NC CRONOS records show 1.32" of precipitation the day before the site visit.
HYDROLOGY
Wetland Hydrology Indicators: Secondarv Indicators (minimum of two reauired)
Primary Indicators (minimum of one is reauired: check all that aoolv) Surface Soil Cracks (B6)
✓ SurFace Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave Surface (B8)
✓ High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (610)
✓ Saturation (A3) Oxidized Rhizospheres on Living Roots (C3) Moss Trim Lines (616)
Water Marks (B1) Presence of Reduced Iron (C4) Dry-Season Water Table (C2)
Sediment Deposits (B2) Recent Iron Reduction in Tilled Soils (C6) Cra�sh Burrows (C8)
Drift Deposits (B3) Thin Muck Surface (C7) Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (B4) � Other (Explain in Remarks) Stunted or Stressed Plants (D1)
Iron Deposits (B5) ❑✓ Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (B7) Shallow Aquitard (D3)
✓ Water-Stained Leaves (B9) Microtopographic Relief (D4)
Aquatic Fauna (B13) FAC-Neutral Test (D5)
Field Observations:
��
Surface Water Present? Yes ✓ No Depth (inches): 6
Water Table Present? Yes ✓ No Depth (inches): ���
� ,n, No Depth (inches): 0�� Wetland Hydrology Present? Yes n No �
Saturation Present. Yes
includes ca illa frin e
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
WR is a Concave depression near headwater area of natural drainage. The wetland was saturated
to surface with standing water throughout wetland.
US Army Corps of Engineers Eastem Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants. Sampling Point: WR-WET
� Absolute Dominant Indicator pominanceTestworksheet:
Tree Stratum (Plot size: 3�� ) % Cover Soecies? Status
Acer �•ubi�ztm 20% Y FAC Number of Dominant Species
1. That Are OBL, FACW, or FAC: 9 (A)
2, Pinus taeda 20% Y FAC
3. Ulmus americal2a 10% Y FACW Total Number of Dominant 9
Species Across All Strata: (B)
4.
Percent of Dominant Species 100%
5• That Are OBL, FACW, or FAC: (A/B)
6.
7.
8.
Saolina/Shrub Stratum (Plot size: 15� )
�.�uidambar styraciflua
2. Quercus phellos
� Acer rubrum
4.
5.
6.
7.
50% = Total Cover
20% Y
5% N
5% N
Prevalence Index worksheet:
Total % Cover of: Multiolv bv:
OBL species x 1 =
FACW species x 2 =
FAC FAC species x 3=
FAC FACU species x 4=
FAC UPL species x 5=
Column Totals: (A) (B)
8.
9.
10.
30% = Total Cover
Herb Stratum (Plot size: 5� )
�. Juncus effusus 10% Y FACW
2. Scirpus cyperi�zus 2% Y FACW
3.
4.
5.
6.
7.
8.
10
11
12
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
1- Rapid Test for Hydrophytic Vegetation
%� 2 - Dominance Test is >50%
3- Prevalence Index is s3.0'
_ 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft(1
m) tall.
Herb — All herbaceous (non-woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
� = Total Cover
Woodv Vine Stratum (Plot size: 3� ) Woody vine — All woody vines greater than 3.28 ft in
� Lonicera japonica 5% Y FAC hei ht.
2,Smilcrx rotundifolia 5% Y FAC
3,Toxicodendron radicans 5% Y FAC
4.
5.
15% = Total Cover
Hydrophytic
Vegetation
Present? Yes � No ❑
Remarks: (Include photo numbers here or on a separate sheet.)
Interior of wetland is inundated and light in plant cover. Overstory canopy mostly from trees located along the wetland
edges with herbaceous clumps occurring sporadically throughout the wetland.
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

SOIL
to the depth needed to document the indicator or confirm the absence
Sampling Point: WR-W�
Depth Matrix Redox Features
(inchesl Color (moist) % Color (moist) % Tvpe� Loc2 Texture Remarks
0- 2" 10YR 3/3 100% Organic debris
2- 6" 10YR 5/2 65% 10YR 6/6 35% C M Ciay Loam
6- 10" 10YR 6/2 60% lOYR 6/5 40% C M Clay Loam
10 - 20" 10YR 6/1 60% 10YR 4/5 40% C M Clay Loam
'Type: C=Concentration, D=Depletion,
Hydric Soil Indicators:
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
Depleted Below Dark Surface (A11
Thick Dark SurFace (Al2)
Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
❑ Sandy Gleyed Matrix (S4)
�Sandy Redox (S5)
Stripped Matrix (S6)
Restrictive Laver (if observedl:
Type:
Depth (inches):
Remarks:
RM=Reduced Matrix, MS=Masked Sand Grains. ZLocation: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils3
Dark Surtace (S7) ❑ 2 cm Muck (A10) (MLRA 14n
Polyvalue Below Surtace (SS) (MLRA 147, 148) ,❑ Coast Prairie Redox (A16)
Thin Dark Surface (S9) (MLRA 147, 148) (MLRA 147, 148)
Loamy Gleyed Matrix (F2) ,Q Piedmont Floodplain Soils (F19)
✓ Depleted Matrix (F3) (MLRA 136, 147)
Redox Dark Surface (F6) Q Very Shallow Dark Surface (TF12)
) Depleted Dark Surface (F7) Q Other (Explain in Remarks)
Redox Depressions (F8)
Iron-Manganese Masses (F12) (LRR N,
MLRA 136)
Umbric SurFace (F13) (MLRA 136, 122) 3lndicators of hydrophytic vegetation and
Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present,
❑ Red Parent Material (F21) (MLRA 127, 147) unless disturbed or problematic.
- The soils were saturated to the surface
- The water table was located at the surface
- The soil profile has many concentrations
- The soil was too saturated for removal and analysis below 20"
Hydric Soil Present? Yes n No ❑
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Pro�ecvs�te: NC 54 Bypass (McCrimmon Parkway) cityicounry: Morrisville/Wake
Applicant/Owner: TOWn Of MOrI'ISVllle state: NC
Investigator(s): �• Hartshorn (KHA), R. Sullivan (KHA) Section, Township, Range: MOCCISVIII2
Landform (hillslope, terrace, etc.): HIIISIOpe Local relief (concave, convex, none): N011e
Subregion (LRR or MLRA): LRR P �at: 35.$46235 Long: �78•$35531
Sampling Date: 4/16/14
_ Sampling Point: �S-UP
Soil Map Unit Name: Whlte StOC2 SdI1CIy IOdl1'1 NWI classification: n�d
_ Slope (%): 2 - 4%
�atum: NAD 1983
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? 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?
Hydric Soil Present?
Wetland Hydrology PresenY?
Yes _� No
Yes No ✓
Yes � No ✓
Is the Sampled Area �
within a Wetland? Yes No
NC CRONOS records show 1.32" of precipitation occurred on the day prior to the site visit. The
upland data point WS-UP is approximately 10' north of data point WS-WET.
HYDROLOGY
Wetland Hydrology Indicators: Secondarv Indicators (minimum of two required)
Primarv Indicators (minimum of one is reauired: check all that aoolv) Surface Soil Cracks (66)
❑ Surface Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave Surface (B8)
High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (B10)
Saturation (A3) Oxidized Rhizospheres on Living Roots (C3) Moss Trim Lines (B16)
Water Marks (B1) Presence of Reduced Iron (C4) Dry-Season Water Table (C2)
Sediment Deposits (B2) Recent Iron Reduction in Tilled Soils (C6) Cra�sh Burrows (C8)
❑Drift Deposits (B3) Thin Muck Surface (C7) e Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (B4) � Other (Explain in Remarks) Stunted or Stressed Plants (D1)
BIron Deposits (B5) ❑ Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (B7) Shallow Aquitard (D3)
Water-Stained Leaves (B9) Microtopographic Relief (D4)
Aquatic Fauna (B13) FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No Depth (inches):
n
Water Table Present? Yes No Depth (inches): � 30 �
Saturation Present? Yes � Non Depth (inches): 14�� Wetland Hydrology Present? Yes,,,a, No �
includes ca illa frin e
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
No indicators of wetland hydrology were observed at data point WS-UP. Soil saturation was
observed at 14", while the water table was not observed within 30" of the soil profile.
US Army Corps of Engineers Eastem Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Absolute Dominant Indicator
Tree Stratum (Plot size: 3�� ) % Cover Soecies? Status
�. Acer rub�-um 30% Y FAC
2. Ca�ya glabra 10% Y FACU
g. Pinus taeda 10% Y FAC
4. Quercus falcata 5% N FACU
5. Quercus phellos 5% N FAC
6.
7.
8.
60% = Total Cover
Saolina/Shrub Stratum (Plot size: 15` )
�, Vaccinium juscatum 15% Y FAC
Z. Acer rubrum 5% Y FAC
3.
4.
5.
6.
7.
8.
9.
10.
Herb Stratum (Plot size: 5f )
�. Dicanthelium sp.
Z. Tipularia discolor
3.
4.
7.
8.
9.
2�% = Total Cover
5% Y FAC
5% Y FACU
10% = Total Cover
Woodv Vine Stratum (Plot size: 3�` )
�.Smilax rotundifolia 10% Y
Z Lonicera japo�zica 2% N
3,Vitis rotundifolia 2% N
4. _
5. _
14% = Total Cover
Sampling Point: WS-UP
Number of Dominant Species
That Are OBL, FACW, or FAC: 6 (A)
Total Number of Dominant
Species Across All Strata: 8 (B)
Percent of Dominant Species 75%
That Are OBL, FACW, or FAC: (A/B)
Prevalence Index worksheet:
Total % Cover of: Multiplv bv:
OBL species x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
nyaropnytic vegetation inaicators:
1- Rapid Test for Hydrophytic Vegetation
%� 2 - Dominance Test is >50%
3- Prevalence Index is s3.0'
_ 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft(1
m) tall.
Herb — All herbaceous (non-woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
FAC hei ht.
FAC
FAC
Hydrophytic
Vegetation
Present? Yes � No ❑
Remarks: (Include photo numbers here or on a separate sheet.)
Disturbance from a recently constructed gas station removed much of the upland vegetation. The less disturbed upland
areas had less understory vegetation than the wetland areas.
US Army Corps of Engineers Eastem Mountains and Piedmont — Version 2.0

SOIL
or
Sampling Point: WS-UP
Depth Matrix Redox Features
(inches) Color (moistl % Color (moist) % Tvoe' LocZ Texture Remarks
0- 14" 10YR 6/3 70% 10YR 5/6 30% C M Clay Loam Split matrix
14 - 20" 10YR 7/3 100% Clay Loam Saturated
20 - 30" 7.SYR 6/6 100% Clay
'Type: C=Concentration, D=Depletion,
Hydric Soil Indicators:
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
Depleted Below Dark Surface (A11
Thick Dark Surface (Al2)
Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
❑ Sandy Gleyed Matrix (S4)
�Sandy Redox (S5)
Stripped Matrix (S6)
Restrictive Layer (if observed):
Type: C�cly
Depth (inches): Z�`�
Remarks:
RM=Reduced Matrix, MS=Masked Sand Grains. ZLocation: PL=Pore Lininq, M=Matrix.
Indicators for Problematic Hydric Soils3
Dark Surface (S7) � 2 cm Muck (A10) (MLRA 147)
Polyvalue Below SurFace (S8) (MLRA 147, 148) ,Q Coast Prairie Redox (A16)
Thin Dark Surface (S9) (MLRA 147, 148) (MLRA 147, 148)
Loamy Gleyed Matrix (F2) ,� Piedmont Floodplain Soils (F19)
Depleted Matnx (F3) (MLRA 136, 147)
Redox Dark Surface (F6) Q Very Shallow Dark Surface (TF12)
) Depleted Dark Surface (F7) � Other (Explain in Remarks)
Redox Depressions (F8)
Iron-Manganese Masses (F12) (LRR N,
MLRA 136)
Umbric Surface (F13) (MLRA 136, 122) 3lndicators of hydrophytic vegetation and
Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present,
� Red Parent Material (F21) (MLRA 127, 147) unless disturbed or problematic.
Hydric Soil Present? Yes,�, No �
The soils are bright, with saturation observed at 14". No water table was observed within 30" of the
soil profile, but a restrictive clay layer was present at 20". No indicators of hydric soils were
observed at data point WS-UP.
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Pro�ect�s�te: NC 54 Bypass (McCrimmon Parkway) c�tyicounty: Morrisville/Wake sampling Date: 4/16/14
Applicant/Owner: TOWI1 Of M01'I"ISVllle State: NC Sampling Point: WS-W�
Investigator(s): �• Hartshorn (KHA), R. Sullivan (KHA) Section, Township, Range: MOCCISV1112
Landform (hillslope, terrace, etc.): HIIISIOP2 Local relief (concave, convex, none): NOne Slope (%): z- 4%
Subregion (LRR or MLRA): LRR P �at: 35.846161 Long: -78•835467 Datum: NAD 1983
Soil Map Unit Name: Whlte StOC2 Shcldy IOdfl'1 NWI classification: n�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? 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?
Hydric Soil Present?
Wetland Hydrology Present?
Remarks:
Yes ✓ No
Yes ✓ No
Yes ✓ No
Is the Sampled Area
within a Wetland? Yes � No
Data point WS-WET is located approximately 10' inside the wetland boundary within a natural
topographic crenulation, adjacent to a drainage pattern. IVC CRONOS records show a precipitation
event of 1.32" on the day prior to the site visit.
HYDROLOGY
Wetland Hydrology Indicators: Secondarv Indicators (minimum of two reauired)
Primarv Indicators (minimum of one is reauired: check all that aoolvl SurFace Soil Cracks (B6)
✓ Surface Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave Surtace (B8)
✓ High WaterTable (A2) Hydrogen Sulfide Odor (C1) ✓ Drainage Patterns (B10)
✓ Saturation (A3) Oxidized Rhizospheres on Living Roots (C3) Moss Trim Lines (B16)
Water Marks (B1) Presence of Reduced Iron (C4) Dry-Season Water Table (C2)
Sediment Deposits (B2) Recent Iron Reduction in Tilled Soils (C6) Cra�sh Burrows (C8)
Drift Deposits (B3) ❑ Thin Muck Surface (C7) e Saturation Visible on Aerial Imagery (C9)
❑ Algal Mat or Crust (B4) � Other (Explain in Remarks) Stunted or Stressed Plants (D1)
Iron Deposits (B5) � Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (B7) Shallow Aquitard (D3)
✓ Water-Stained Leaves (B9) Microtopographic Relief (D4)
Aquatic Fauna (B13) FAC-Neutral Test (D5)
Field Observations:
n
Surface Water Present? Yes ✓ No Depth (inches): �6
Water Table Present? Yes ✓ No Depth (inches): 24r�
Saturation Present? Yes ✓�, No n, Depth (inches): 4�� Wetland Hydrology Present? Yes � No �
includes ca illa frin e
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Interior of wetland has standing water to 6". The data point was taken in an area without standing
water, though standing water was observed within 2' of data point. Recent rainfall likely
contributing to observed hydrology, but area is within vegetative/topographic break and appears to
have wetland hydrology.
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Absolute Dominant Indicator
Tree Stratum (Plot size: 3�� ) % Cover Soecies? Status
�. Acer rubrum 30% Y FAC
Z, Carya glabra 10% Y FACU
g. Liquidambm• styraciflua 5% N FAC
4.
5.
6.
7.
8.
45% = Total Cover
Saplinq/Shrub Stratum (Plot size: 1.5� )
�, Lzquidambar styraciflua -
2. Viburizum prunifolium
3. Ligustnrm sine�zse
4. Pinus taeda
5. Carpinus caroliniana
6.
7.
8.
9.
10.
Herb Stratum (Plot size: 5� )
�, Microstegium vimiizeum
2, Juncus effusus
3, Polygonum sp.
7.
10.
11.
12.
Woodv Vine Stratum (Plot size: 30` )
�,Smilax rotundifolia
2 Parthenocissus quinquefolia
3,Campsis radicaizs
4.Lonicera japonica
10% Y FAC
5% Y FACU
5% Y FAC
2% N FAC
2% N FAC
24% = Total Cover
20% Y FAC
10% Y FACW
5% N FAC
35% = Total Cover
10%
5%
5%
5%
Y FAC
Y FACU
Y FAC
Y FAC
25% = Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
Established canopy cover that may have been disturbed in past.
Sampling Point: WS'W�
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: $ (A)
Total Number of Dominant
Species Across All Strata: l i (B)
Percent of Dominant Species 72,�%
That Are OBL, FACW, or FAC: (A/B)
Total % Cover of: Multiplv bv:
OBL species x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
1- Rapid Test for Hydrophytic Vegetation
X 2- Dominance Test is >50%
3 - Prevalence Index is <_3.0'
_ 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft(1
m) tall.
Herb — All herbaceous (non-woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
Hydrophytic
Vegetation
Present? Yes � No
US Army Corps of Engineers Eastem Mountains and Piedmont — Version 2.0

SOIL
Description: (Describe to the depth needed to document the indicator or co
Sampling Point: W�-WET
Depth Matrix Redox Features
(inches) Color (moistl % Color (moist) % Tvoe' Locz Texture Remarks
0- 4" 10YR 4/1 100% Loamy Clay
4- 14" 10YR 6/2 70% 10YR 7/6 30% C M Clay
14 - 24" 10YR 8/6 100% Clay
'Type: C=Concentration, D=Depletion,
Hydric Soil Indicators:
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
❑ Sandy Gleyed Matrix (S4)
8 Sandy Redox (S5)
Stripped Matrix (S6)
Type:
Depth (inches):
RM=Reduced
Dark Surface (S7)
Polyvalue Below Surface (S8) (MLRA 147, 148)
Thin Dark Surface (S9) (MLRA 147, 148)
Loamy Gleyed Matrix (F2)
✓ Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Redox Depressions (F8)
_ Iron-Manganese Masses (F12) (LRR N,
MLRA 136)
Umbric Surtace (F13) (MLRA 136, 122)
Piedmont Floodplain Soils (F19) (MLRA 148)
❑ Red Parent Material (F21) (MLRA 127, 147)
m: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Sc
❑ 2 cm Muck (A10) (MLRA 147)
,Q Coast Prairie Redox (A16)
(MLRA 147, 148)
Q Piedmont Floodplain Soils (F19)
(M LRA 136, 147)
❑ Very Shallow Dark SurFace (TF12)
� Other (Explain in Remarks)
3lndicators of hydrophytic vegetation and
wetland hydrology must be present,
uniess disturbed or problematic.
Hydric Soil Present? Yes n No �
Below 14", the soils are very bright and may have been historically disturbed. The upper 14" of the
soil profile meet hydric soil indicator F3. Saturation was observed at 4", while the water table was
observed at 24". Clay layers may be causing slow recharge in pit.
US Army Corps of Engineers Eastem Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Pro�eotis�te: NC 54 Bypass (McCrimmon Parkway) c�tyico�r,ty: Morrisville/Wake Samp�ing �ate: 4/16/14
ApplicanUOwner: TOWI1 Of M01'I'ISvlll2 State: NC Sampling Point: �-UP
Investigator(s): �• Hartshorn (KHA), R. Sullivan (KHA) Section, rowr,sn�p, Range: M01'I'ISvlll2
Landform (hillslope, terrace, etc.): TBCCdCe Local relief (concave, convex, none): NOne Slope (%): ,
Subregion (LRR or MLRA): LRR P �at: 35.847367 Long: -78•835021 Datum: NAD 1983
Soil Map Unit Name: Whlt2 StOCe 5811CIy IOalll NWI classification: n�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? 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?
Hydric Soil Present?
Wetland Hydrology Present?
Yes ✓ No
Yes No ✓
Yes No ✓
Is the Sampled Area /
within a Wetland? Yes No �
Upland areas adjacent to wetland WT are all built up/graded. Spoil piles are present along wetland
WT. Recent rainfall recorded by NC CRONOS (1.32") but upland areas are approximately 3' higher
than wetland WT.
HYDROLOGY
Wetland Hydrology Indicators: Secondarv Indicators (minimum of two reauired)
Primarv Indicators (minimum of one is reauired: check all that a��lv) Surtace Soil Cracks (B6)
� Surface Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave Surface (B8)
High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (B10)
Saturation (A3) Oxidized Rhizospheres on Living Roots (C3) Moss Trim Lines (B16)
Water Marks (B1) Presence of Reduced Iron (C4) Dry-Season Water Table (C2)
Sediment Deposits (B2) Recent Iron Reduction in Tilled Soils (C6) Cra�sh Burrows (C8)
❑Drift Deposits (B3) Thin Muck Surtace (C7) e Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (B4) Other (Explain in Remarks) Stunted or Stressed Plants (D1)
Iron Deposits (B5) Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (B7) Shallow Aquitard (D3)
Water-Stained Leaves (B9) Microtopographic Relief (D4)
Aquatic Fauna (613) FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes � No � Depth (inches):
WaterTable Present? Yes No ✓ Depth (inches): �24�� �
Saturation Present? Yes „❑_, No,�✓ , Depth (inches): �24�� Wetland Hydrology Present? Yes � No �
includes ca illa frin e
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
No indicators wetland hydrology were observed at data point WT-UP during site visit. Neither the
water table nor soil saturation was observed within 24" of the soil profile.
US Army Corps of Engineers Eastem Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Absolute Dominant Indicator
Tree Stratum (Plot size: 3�� ) % Cover Soecies? Status
�. Acer rubf-u�n 40% Y FAC
2.
3.
4.
6.
7.
8.
40% = Total Cover
Saalina/Shrub Stratum (Plot size: 15� )
�. Pinus taeda 10% Y FAC
Z. Ilex decidua 5% Y FACW
3.
4.
6.
7.
8.
9.
10.
15% = Total Cover
Herb Stratum (Plot size: 5� )
�. None
3.
6.
7.
9.
10.
11.
12.
Sampling Point: �'�P
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 4 (A)
Total Number of Dominant
Species Across All Strata: 5 (B)
Percent of Dominant Species 80%
That Are OBL, FACW, or FAC: (A/B)
Prevalence Index worksheet:
Total % Cover of: Multiplv bv:
OBL species x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
1- Rapid Test for Hydrophytic Vegetation
X 2- Dominance Test is >50%
3- Prevalence Index is s3.0'
_ 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
SaplinglShrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft(1
m) tall.
Herb — All herbaceous (non-woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
� = Total Cover
Woodv Vine Stratum (Plot size: 3� ) Woody vine — All woody vines greater than 3.28 ft in
� Lo�zicera japoiaica 20% Y FAC hei ht.
Z. YYiste�•ia sinensis 5% Y NI
3.
5 Hydrophytic
Vegetation
6. Present? Yes � No
Z5% = Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
The vegetation is indicative of a disturbed upland area. The predominant ground cover is Japanese honeysuckle.
US Army Corps of Engineers Eastem Mountains and Piedmont — Version 2.0

SOIL
n:
document the indicator or confirm the
Sampling Point: �-UP
Depth Matrix Redox Features
(inchesl Color (moistl % Color (moist) % Tvpe' Locz Texture Remarks
0- 24" 10YR 7/5 100% Fill dirt
RM=Reduced Matrix. MS=Masked Sand Grains.
Hydric Soil Indicators:
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
❑ Sandy Gleyed Matrix (S4)
�Sandy Redox (S5)
Stripped Matrix (S6)
Restrictive Layer (if o
Type:
Depth (inches):
Remarks:
ZLocation: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soi
Dark Surface (S7) � 2 cm Muck (A10) (MLRA 147)
Polyvalue Below SurFace (S8) (MLRA 147, 148) ,Q Coast Prairie Redox (A16)
Thin Dark Surface (S9) (MLRA 147, 148) (MLRA 147, 148)
Loamy Gleyed Matrix (F2) ,Q Piedmont Floodplain Soils (F19)
Depleted Matrix (F3) (MLRA 136, 147)
Redox Dark Surface (F6) ,❑ Very Shallow Dark Surface (TF12)
Depleted Dark Surface (F7) � Other (Explain in Remarks)
Redox Depressions (F8)
_ Iron-Manganese Masses (F12) (LRR N,
MLRA 136)
�Umbric Surface (F13) (MLRA 136, 122) 3lndicators of hydrophytic vegetation and
Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present,
� Red Parent Material (F21) (MLRA 127, 147) unless disturbed or problematic.
Hydric Soil Present? Yes n No �
The soils at data point V1IT-UP appear to be fill dirt from recent development. The soils are bright
and disturbed. Neither the water table nor soil saturation was observed within the upper 24" of the
soil profile. No indicators of hydric soil were observed at the data point during the site visit.
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Pro�eotis�te: NC 54 Bypass (McCrimmon Parkway) c�tyico�nty: Morrisville/Wake Sampling �ate: 4/16/14
ApplicanUOwner: TOWtI Of M01'I'ISvllle State: NC Sampling Point: �-W�
Investigator(s): �• Hartshorn (KHA), R. Sullivan (KHA) Section, Township, Range: MOCCISVIII2
Landform (hillslope, terrace, etc.�: Linear Crenulation Local relief (concave, convex, none): COf1CaVe Slope (%):
Subregion (LRR or MLRA): LRR P Lat: Long: Datum: NAD 1983
Soil Map Unit Name: Whlt2 StOC2 Sd11CIy I081'Tl NWI classification: n�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? Are "Normal Circumstances" present? Yes � No �
Are Vegetation,� Soil or Hydrolo9Y. 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?
Hydric Soil Present?
Wetland Hydrology PresenY?
Remarks:
Yes ✓ No
Yes ✓ No
Yes ✓ No
Is the Sampled Area
within a Wetland? Yes,�, No
NC CRONOS recorded 1.32" of precipication on the day before the site visit. The recent rainfall
likely inundated this wetland. A stormwater outFall from adjacent gas station is within wetland WT.
HYDROLOGY
Wetland Hydrology Indicators: Secondarv Indicators (minimum of two reauiredl
Primarv Indicators (minimum of one is reauired: check all that a��lvl Surface Soil Cracks (66)
✓ SurFace Water (A1) True Aquatic Plants (B14) ✓ Sparsely Vegetated Concave Surface (B8)
High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (B10)
Saturation (A3) Oxidized Rhizospheres on Living Roots (C3) Moss Trim Lines (B16)
Water Marks (B1) Presence of Reduced Iron (C4) . Dry-Season Water Table (C2)
Sediment Deposits (B2) Recent Iron Reduction in Tilled Soils (C6) Cra�sh Burrows (C8)
Drift Deposits (B3) Thin Muck Surface (C7) Saturation Visible on Aerial Imagery (C9)
❑ Algal Mat or Crust (B4) B Other (Explain in Remarks) Stunted or Stressed Plants (D1)
Iron Deposits (B5) � Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (B7) Shallow Aquitard (D3)
✓ Water-Stained Leaves (B9) Microtopographic Relief (D4)
Aquatic Fauna (613) FAC-Neutral Test (D5)
Field Observations:
n r
Surface Water Present? Yes ✓ No Depth (inches): 6' 1
Water Table Present? Yes a No ✓ Depth (inches): �24��
Saturation Present? Yes � No,�✓ , Depth (inches): �24�� Wetland Hydrology Present? Yes � No �
includes ca illa frin e
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Wetland WT is inundated, and water appears to be perched on the surface due to a restrictive clay
profile. Although surface water at DP, the soil's peds were not saturated likely because they were
tight clays. The feature is linear with steep topo boundaries on all sides and drains to stream SM.
US Army Corps of Engineers Eastem Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Absolute Dominant Indicator
Tree Stratum (Plot size: 3�� ) % Cover Species? Status
�. Acer �-ubrum 15% Y FAC
2, Liquidambar styraciflua 15% Y FAC
g. Illmus americana 10% Y FACW
4.
6.
7.
8.
40% = Total Cover
Saplinq/Shrub Stratum (Plot size: 15� )
�. Wisteria sinensis 10%
2. Acer negundo 10%
4.
5.
6.
7.
8.
9.
10.
Herb Stratum (Plot size: 5� )
� . Juncus effusus
2. Paspalum urvillei
3.
4.
5.
7.
8.
9.
10.
11.
12.
Y NI
Y FAC
z�% = Total Cover
5% Y FACW
5% Y FAC
5°�o = Total Cover
Woodv Vine Stratum (Plot size: 30` )
�,Smilax rotundifolia 5% Y FAC
2 Lonicera 'aponica 5% Y FAC
3.
4.
5.
6.
1�% = Total Cover
Sampling Point: �T'W�
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 8 (A)
Total Number of Dominant
Species Across All Strata: 9 (B)
Percent of Dominant Species 88,9%
That Are OBL, FACW, or FAC: (A/B)
Prevalence Index worksheet:
Total % Cover of: Multiolv bv:
OBL species x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
1- Rapid Test for Hydrophytic Vegetation
X 2- Dominance Test is >50%
3- Prevalence Index is s3.0'
_ 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and weUand hydrology must
be present, unless disturbed or problematic.
De£nitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft(1
m) tall.
Herb - All herbaceous (non-woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine - All woody vines greater than 3.28 R in
Hydrophytic
Vegetation
Present? Yes � No
Remarks: (Include photo numbers here or on a separate sheet.)
The canopy and shrub cover is on edges of wetland, outside of inundation. Small clumps of paspalum in surface water
along with Juncus.
US Army Corps of Engineers Eastem Mountains and Piedmont - Version 2.0

SOIL
to the death needed to
or
Sampling Point: �-WET
Depth Matrix Redox Features
�inches) Color (moistl % Color (moistl % Tvpe' LocZ Texture Remarks
0- 6" 10YR 4/2 90% 7.5YR 5/6 10% C M Clay
6- 10" 7.5YR 5/2 90% 7.5YR 5/6 10% C M Clay
10 - 18" 7.5YR 4/4 80% 7.5 YR 5/5 20% C M Clay
'Type: C=Concentration, D=Depletion,
Hydric Soil Indicators:
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
Depleted Below Dark Surface (A11;
Thick Dark Surface (Al2)
Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
❑ Sandy Gleyed Matrix (S4)
�Sandy Redox (S5)
Stripped Matrix (S6)
Restrictive Layer (if observed):
Type: C�ay
Depth (inches): 1�'�
Remarks:
RM=Reduced Matrix, MS=Masked Sand Grains
Dark SurFace (S7)
Polyvalue Below Surface (S8) (MLRA 147, 148)
Thin Dark Surface (S9) (MLRA 147, 148)
Loamy Gleyed Matrix (F2)
✓ Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Redox Depressions (F8)
_ Iron-Manganese Masses (F12) (LRR N,
III���III MLRA 136)
�.�I Umbric Surface (F13) (MLRA 136, 122)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
❑ Red Parent Material (F21) (MLRA 127, 147)
Indicators for Problematic Hydric Sc
❑ 2 cm Muck (A10) (MLRA 147)
❑ Coast Prairie Redox (A16)
(MLRA 147, 148)
❑ Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
Q Very Shallow Dark Surface (TF12)
Q Other (Explain in Remarks)
3lndicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes n No ❑
The soils are inundated but the profile does not appear to be saturated. This wetland may have
been made or impacted by adjacent development runoff (clay). The soils below 10" are red and
may be from runoff, but they do have strong concentrations in the matrix. The water table doesn't
appear to be present, but the water is perched on the surface
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

NCSAM RATING SHEETS

NC SAM Stream Rating Sheet
Accompanies User Manual Version 2.1
Stream Site Name NC 54 Bypass (McCrimmon Pkwy Ext.)
Stream Category Pb1
Notes of Field Assessment Form (Y/N)
Presence of regulatory considerations (Y/N)
Additional stream information/supplementary measurements included (Y/N)
NC SAM feature type (perennial, intermittent, Tidal Marsh Stream)
Function Class Ratin
(1) Hydrology
(2) Baseflow
(2) Flood Flow
(3) Streamside Area Attenuation
(4) Floodplain Access
(4) Wooded Riparian Buffer
(4) Microtopography
(3) Stream Stability
(4) Channel Stability
(4) Sediment Transport
(4) Stream Geomorphology
(2) Stream/Intertidal Zone Interaction
(2) Longitudinal Tidal Flow
(2) Tidal Marsh Stream Stability �
(3) Tidal Marsh Channel Stability
(3) Tidal Marsh Stream Geomorphology
(1) Water Quality
(2) Baseflow
(2) Streamside Area Vegetation
(3) Upland Pollutant Filtration
(3) Thermoregulation
(2) Indicators of Stressors
(2) Aquatic Life Tolerance
(2) Intertidal Zone Filtration
Stream SL
Date of Evaluation April 16, 2014
Assessor Name/Organization �son Hartshom, Kimley-Hoi
(1) Habitat
(2) In-stream Habitat
(3) Baseflow
(3) Substrate
(3) Stream Stability
(3) In-stream Habitat
(2) Stream-side Habitat
(3) Stream-side Habitat
(3) Thermoregulation
(2) Tidal Marsh In-stream Habitat
(3) Flow Restriction
(3) Tidal Marsh Stream Stability
(4) Tidal Marsh Channel Stability
(4) Tidal Marsh Stream Geomorphology
(3) Tidal Marsh In-stream Habitat
(2) Intertidal Zone Habitat
USACE/
All Streams
LOW
MEDIUM
LOW
LOW
LOW
MEDIUM
NA
LOW
LOW
LOW
LOW
NA
NA
NA
NA
NA
MEDIUM
MEDIUM
MEDIUM
LOW
HIGH
YES
HIGH
NA
MEDIUM
LOW
MEDIUM
LOW
LOW
LOW
HIGH
MEDIUM
HIGH
NA
NA
NA
NA
NA
NA
NA
Overall MEDIUM
NO
YES
NO
Intermittent
NCDWR
Intermittent
LOW
MEDIUM
LOW
LOW
LOW
MEDIUM
NA
LOW
LOW
LOW
LOW
NA
NA
NA
NA
NA
MEDIUM
MEDIUM
MEDIUM
LOW
HIGH
YES
NA
NA
MEDIUM
LOW
MEDIUM
LOW
LOW
LOW
HIGH
MEDIUM
HIGH
NA
NA
NA
NA
NA
NA
NA
MEDIUM

Accompanies User Manual Version 2.1
Stream Site Name NC 54 Bypass (McCrimmon Pkwy Ext.)
Stream Category Pb1
Notes of Field Assessment Form (Y/N)
Presence of regulatory considerations (Y/N)
Additional stream information/supplementary measurements included (Y/N)
NC SAM feature type (perennial, intermittent, Tidal Marsh Stream)
Function Class Rating Sum
(1) Hydrology
(2) Baseflow
(2) Flood Flow
(3) Streamside Area Attenuation
(4) Floodplain Access
(4) Wooded Riparian Buffer
(4) Microtopography
(3) Stream Stability
(4) Channel Stability
(4) Sediment Transport
(4) Stream Geomorphology
(2) Stream/Intertidal Zone Interaction
(2) Longitudinal Tidal Flow
(2) Tidal Marsh Stream Stability
(3) Tidal Marsh Channel Stability
(3) Tidal Marsh Stream Geomorphology
(1) Water Quality
(2) Baseflow
(2) Streamside Area Vegetation
(3) Upland Pollutant Filtration
(3) Thermoregulation
(2) Indicators of Stressors
(2) Aquatic Life Tolerance
(2) Intertidal Zone Filtration
Stream SM
Date of Evaluation April 16, 2014
Assessor Name/Organization Ross Sullivan, Kimley-Horr
(1) Habitat
(2) In-stream Habitat
(3) Baseflow
(3) Substrate
(3) Stream Stability
(3) In-stream Habitat
(2) Stream-side Habitat
(3) Stream-side Habitat
(3) Thermoregulation
(2) Tidal Marsh In-stream Habitat
(3) Flow Restriction
(3) Tidal Marsh Stream Stability
(4) Tidal Marsh Channel Stability
(4) Tidal Marsh Stream Geomorphology
(3) Tidal Marsh In-stream Habitat
(2) Intertidal Zone Habitat
NO
YES
NO
Perennial
USACE/ NCDWR
All Streams Intermittent
LOW
MEDIUM
LOW
MEDIUM
MEDIUM
HIGH
NA
LOW
LOW
LOW
LOW
NA
NA
NA
NA
NA
LOW
MEDIUM
MEDIUM
LOW
HIGH
YES
LOW
NA
MEDIUM
LOW
MEDIUM
LOW
LOW
LOW
HIGH
HIGH
HIGH
NA
NA
NA
NA
NA
NA
NA
Overall LOW

NC SAM Stream Rating Sheet
Accompanies User Manual Version 2.1
Stream Site Name NC 54 Bypass (McCrimmon Pkwy Ext.)
Stream Category Pb1
Notes of Field Assessment Form (Y/N)
Presence of regulatory considerations (Y/N)
Additional stream information/supplementary measurements included (Y/N)
NC SAM feature type (perennial, intermittent, Tidal Marsh Stream)
Function Class Ratin
(1) Hydrology
(2) Baseflow
(2) Flood Flow
(3) Streamside Area Attenuation
(4) Floodplain Access
(4) Wooded Riparian Buffer
(4) Microtopography
(3) Stream Stability
(4) Channel Stability
(4) Sediment Transport
(4) Stream Geomorphology
(2) Stream/Intertidal Zone Interaction
(2) Longitudinal Tidal Flow
(2) Tidal Marsh Stream Stability
(3) Tidal Marsh Channel Stability
(3) Tidal Marsh Stream Geomorphology
(1) Water Quality
(2) Baseflow
(2) Streamside Area Vegetation
(3) Upland Pollutant Filtration
(3) Thermoregulation
(2) Indicators of Stressors
(2) Aquatic Life Tolerance
(2) Intertidal Zone Filtration
Stream SN
Date of Evaluation April 16, 2014
Assessor Name/Organization Ross Sullivan, Kimley-Hom
(1) Habitat
(2) In-stream Habitat
(3) Baseflow
(3) Substrate
(3) Stream Stability
(3) In-stream Habitat
(2) Stream-side Habitat
(3) Stream-side Habitat
(3) Thermoregulation
(2) Tidal Marsh In-stream Habitat
(3) Flow Restriction
(3) Tidal Marsh Stream Stability
(4) Tidal Marsh Channel Stability
(4) Tidal Marsh Stream Geomorphology
(3) Tidal Marsh In-stream Habitat
(2) Intertidal Zone Habitat
USACE/
All Streams
LOW
MEDIUM
LOW
LOW
LOW
LOW
NA
LOW
LOW
LOW
LOW
NA
NA
NA
NA
NA
LOW
MEDIUM
LOW
LOW
MEDIUM
YES
HIGH
NA
LOW
LOW
MEDIUM
LOW
LOW
LOW
MEDIUM
MEDIUM
MEDIUM
NA
NA
NA
NA
NA
NA
NA
Overall LOW
NO
YES
NO
Intermittent
NCDWR
Intermittent
LOW
MEDIUM
LOW
LOW
LOW
LOW
NA
LOW
LOW
LOW
LOW
NA
NA
NA
NA
NA
LOW
MEDIUM
LOW
LOW
MEDIUM
YES
NA
NA
LOW
LOW
MEDIUM
LOW
LOW
LOW
MEDIUM
MEDIUM
MEDIUM
NA
NA
NA
NA
NA
NA
NA
LOW

NCDWR BUFFER
DETERMINATION LETTER

i ,�
���
������
North Carolina Department of Environment and Natural Resources
Pat McCroy
Governor
I
Blake Mills, Director of Public Works
414 Aviation Parkway
Morrisville, NC 27;560
Determination Type:
Buffer Gall
John E. Skvarla, III
Secretary
�ctober 2, 8014
Subject: Surface Vd��ter Il�eiereninatioan I.,etter
NBRRO#14 �04,
Wake County
Isolated or E[P Cal!
� Neuse (15A NCAC 2� .0233) ❑ Ephemeral/IntermittenbPerennial Determination
❑ Tir-Pamlico (15A IVCAC 26 .0259) � Isolated Wetland Determination
❑ Jo;rdan (15A NCAC 2B .0267)
I
Project_Name: NC 54 Bypass/McCrimmon Pkwy Extension
Location/Directions: The project will ea�tend McCrimmon Parkway over 2 miles from
Evans Road to NC 54 with 1.7 miles of new road construction and
; 0.3 mile of existina roadway corridor.
Sabject Stream: Crabtree Creek and Stirrup Iron Creek
I)eteranina�ion I3ate: �epteanber 10, 2014 Siaff: �heng Zhang
I
Feature E/I/P* Not�Subject to Subject to Start@ Stop@ Soil Survey USGS
�uffer I�ules Buffer Rules �'o 0
SA P X throughout throughout X X
SB I X throughout throughout X
SD 1 X Fla? SD 1 X
SE I X Flag SE3 X
SJ I X ' throughout throughout X X
PB Pond X X X
PA Pond X � X X
SH I X throughout � throual�out X X
SI I X Flag SLl throughout X
1628 Mail SeNice Center, Raleigh, Norfh Carollna 27699-1628
Location: 3800 Barrett Drive Raleigh, North Carolina 27609
Phone: 919•791-42001 FAX: [phone]
Internet: www.ncwaterqualit4.orq
An Equal Opportunity `Affirmative Ac6or, Employer

NC 54 BypasslMcCrimmon Pkwy Exzension Johnston Counry
September 10, 2014
Page 2 of 3
�'eature E/I/P''` Not.'Subjeet to Subject to Start�}a, Stop@ Soip Survey USGS
Buf%r Rules Suffer Rules To 0
SL I X culvert throughout X X
SM I X culvzrt th"roughout X' X
SN I X throughout culvert X
PC pond X X X
1 E X X
2 ** X X
3 �* X X�
4 �* X X
5 E X X
6 ** X X
7 E X X
8 ��* X X
9 *** X X
10 E X X
WF wetland X X
WG wetland X X
WH wetland X X
WK wetland X X
WL wetland X X
WR wetland X . X
WS wetland X X X
��/1/1' _ �phenaeral/lntern2ittent/Yerennial
Y� Featrs�e� aYe pipecd and do not present i�a the project area
X�*Features with os�igins off sate
Explaa�ation: The feature(s) listed above has or have been located on the Soil Survey of Vance County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,0�0 scale. Each feature that is
checked "Not Subject" has been determined not to be a stream or is not present on the property. Features that are
checked "Subject" have been located on the property and possess characteristics that qualzfy it to be a stream.
Tfiere may be other streams located on your property that do not show up on the maps referenced above but, still
may be considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water
Resources (DWR.).
T9ais oa�-siie determination shall expire �ive (5) years �rou� the date o$'thfls letter. I,andowners,or affected parties
that dispute a deter�nnina�aon rnade by the Di�'12 oa� Deleg�ted I,oeal �+suthority �aay request a determina#ion lby tk�e
�fi�-�ct��. �,a ap���l ge�a��st;.:a;s� b� ��de wid�3�� s�c�y ��Qj ddys ai �a�� o� �has fleiter a�° froyta i�e c�a�� ii�e aiiecie�
g�arty (imcluding downstrea�i and/ur adja�eni owners) is notifiea� of this letter. A req�est for a determim�tion by
the Dia-ectoe� s9aa11 be referred to the Darec�or an � ri�ing c/o Karen JH[aggans, DWR �VeBSC�Pe iTa��t, 1650 I!'Iafl
Servbce Center, �taleigh, I�TC 27699.
This determinat�or� es tinal �rad binc�ang �niess, as detailed above, you asl� ffor a�earing or appeal wii�in sixiy (60}
days.
The owner/futupe ow�ers sh�uld notify $�ae Division of Water Resoa�rces (ianciuding �a�y oth�r Loe�l, �tate, �md
Federal Ageneies) of this de�ision concernflng any faatur� corres�pandenees regarding the saabject prmpertg� (staied

NC 54 Bynass/NlcCrimmon Pkwy Extension Johnston County
Septemb�r 10, 2014
Pa�e 3 of 3
a9�ove). 'T�ais project rna� reqeaire a�ectaon �04/401 Fea-mit'for �he propo�et� aetiwiiy. I��ny inquiries should �e
dig-ected io the D'nvision of �Vater It�soua�ces (Central Of�ce) at (919)-�07-6300, �nd the iJS Army Cos� of
Engin€ers (12aleigh Itegul�tory Field Of�ce) at (919)-554-4�84.
Ifyou have questions regarding this determination, please feel free to contact, Cheng Zhang at [phone].
Respec lly, ,i `
� � "�
!
i r �r � sj
'4� �!,�/f'.: ",f�f/� ��
`�...�... --� ,/'
Danny Smitl�
Regional Supervisor
cc: RRO/SWP File Copy
Jason Hartshoin, Kimley-Horn and Associates, Inc., 3001 Weston Pkwy, Cary, NC 27513

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