20130656 Ver 2_401 Application_20140314

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North Carolina Department of Environment & Natural Resources:, ,
Division of Parks & Recreation
Pat McCrory, Governor
Mrs. Karen Higgins
North Carolina Division of Water Quality.
1650 Mail Service Center
Raleigh, NC 27699 -1650
Carol Tingley, Acting Director
Marchl 1, 2014
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John E. Skvarla, III, Secretary
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MAR -I 3 [014
RE: Water Quality Certification Request (General Certification 3886) Ids, T
ater 8r
Church Street Interim Development - Phase I, Haw River State Park (Guilford County)
Dear Mrs. Higgins:
Enclosed is an application packet associated with a modification to the original, previously reviewed and
approved by your staff (DWQ #13- 0656). These modifications to the project have been made prior to initiation,
and as such, have been detailed here for review. Included in this package are five copies of a completed
application submittal requesting a Water Quality Certification (No. 3886) which corresponds to US Army Corps
of Engineers ( USACE) Nationwide Permit 14 (NWP 14).
This application package consists of the following. documentation: one completed PCN form, three project area
maps, engineering drawings (all five 8x11 per correspondence w/ Sue Haywood, DWR), four sets of USACE
Wetland Determination Data Forms, as well as the stormwater and sediment & erosion control authorization.
Additionally, please find the enclosed journal transfer documentation indicating that payment of the $240
application fee has been transferred from the account of the Division of Parks and Recreation (DPR) to the
Division of Water Resources.
The proposed project involves construction of a new primary access road into the Park, small trailhead area, and
a small trailhead parking lot. This project will also involve the installation of a pre - manufactured vault waterless
restroom and a new water supply well. The changes associated with this new application involve'the addition of
a temporary crossing during the installation of the bottomless culvert, which increased the buffer impacts with
regard to the previous approved application.
DPR is concurrently submitting one copy of this permit application to Mr. Andrew Williams of the USACE
Raleigh Field Office to request a General Permit Verification under NWP 14. Please contact me if you require
any additional information.
Sincerely,
James W. Dodson, Jr.
Piedmont Region Biologist, Division of Parks & Recreation
North Carolina Department of Environment and Natural Resources
(919)707 -9330 /[e-mail]
1615 Mail Service Center, Raleigh, North Carolina 27699 -1615 NORTH CAROLIMA STATE PARKS
Phone: [phone] • Internet: vvww.ncpaed -10 v A/a "4 (�(�B&&W
An Equal Opportunity • Affirmative Action Employer - 50 % Recycled • 10 %Post Consumer Paper /Y

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Office Use Only:
1� I' Corps action ID no.
- - DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version
Pre - Construction Notification' (PC Form
A. Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
FN Section 404 Permit ❑Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1c.
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 Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Haw River State Park - Church Street Interim Development Phase I
2b.
County:
Guilford
2c.
Nearest municipality / town:
Browns Summit
2d.
Subdivision name:
_
4 r
2e.
NCDOT only, T.I.P. or state
project no:
WJ
Q
3.
Owner Information MAR
3a.
Name(s) on Recorded Deed:
State of North Carolina
A bra
3b.
Deed Book and Page No.
N/A
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
MSC 1615
3e.
City, state, zip:
Raleigh, NC. 27699
3f.
Telephone no.:
(919) 707 -9363
3g.
Fax no.:
(919) 733 -1431
3h.
Email address:
sue.regier @ncparks.gov (c /o State Property Office)
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:
NCDENR, Division of Parks and Recreation (c /o Haw River State Park)
4c.
.
Business name
(if applicable):
4d.
Street address:
MSC 1615
4e.
City, state, zip:
Raleigh, NC. 27699 -1615
4f.
Telephone no.:
(919) 707 -9329
4g.
Fax no.:
(919) 715 -5161
4h.
Email address:
jimmy.dodson @ncparks.gov
5.
Agent/Consultant Information (if applicable)
5a.
Name:
N/A
5b.
Business name
(if applicable):
5c.
Street address:
5d.
City, state, zip:
5e.
Telephone no.:
5f.
Fax no.:
5g.
Email address:
f
• � t iJ �.j _zEs r`
Page 2 of 11
PCN Form —Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
100100200064600002
1 b. Site coordinates (in decimal degrees):
Latitude: 36.236 Longitude: - 79.793
(DD.DDDDDD) (- DD.DDDDDD)
1 c. Property size:
1,374 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Ut to Haw River
proposed project:
2b. Water Quality Classification of nearest receiving water:
WS -V;NSW
2c. River basin:
Cape Fear
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application -
The project site is located in the western portion in the relatively undeveloped Church Street section of the Park. The
project area is primarily wooded with an unmaintained field on the eastern portion of the project area. A beaver pond and
unnamed tributary to the Haw River flows northerly through the project area. Land use in the vicinity of the project area is
primarily recreational and rural residential.
3b. List the total estimated acreage of all existing wetlands on the property:
—140 acres per USFWS NWI GIS data and onsite delineation.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
30,380 feet per USGS GIS data.
3d. Explain the purpose of the proposed project:
To provide vehicular and recreational access into the western portion of the Park which will become the primary Park
access and replace the existing primary access to the Summit Environmental Education Center.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project consists of construction of a new primary access road into the Park. The project will include clearing, grading,
asphalt paving, and bottomless culvert installation. In addition a trailhead area will be contructed which includes a parking
lot, installation of a pre- manufactured vault waterless restroom, and a new water supply well. Equipment that may be
used for this project include bulldozers, earth movers (pans), backhoes, front end loaders, motor graders, dump trucks,
paving machines, re- fueling and water trucks, and compactors. A well drilling machine will be used to construct the well.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes El No El Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
®Preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: USACE - RFO
Name (if known): A. Williams
Other: A. Davis, NC DPR
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
12/11/12
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, explain in detail according to "help file" instructions.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Future Project Plans
6a. Is this a phased project? ® Yes ❑ No
6b. If yes, explain.
Phase II development according to the Park Master Plan calls for further construction of roadway and other recreational
facilities in the western portion of the Park. However, Phase II development is not anticipated to occur within the next five
years. Future development will depend on available funding, and all proposed development may not take place. Please
see Section 3b under Cumulative Impacts for additional information regarding future development.
Page 4 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)
Temporary T
W1 ®P ❑ T
Fill - Roadway
Palustrine
Forested
® Yes
❑ No
® Corps
® DWQ
0.026
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P FIT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0.026
2h. Comments: This is a small wetland at the western edge of the stream buffer that is full encompassed by the cut & fill plans
for the construction of the roadway.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ®T
Fill - Temp Culvert
UT to Haw River
® PER
❑ INT
® Corps
® DWQ
14
45
S2 ❑ P FIT
❑ PER
❑ INT
❑ Corps
❑ DWQ
S3 ❑ P FIT
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
45
3i. Comments: Bottomless culvert will span stream channel as the permanent structure. Temporary crossing will be a double
culvert placement involving dewatering for install and removal, followed by restoration of the buffer area.
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
— Permanent
(P) or
Temporary T ,
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4L Total open water impacts
4g. Comments: N /A.
5. Pond or Lake Construction
If pond or lake construction proposed, then com lete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose of
pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5L Total
5g. Comments: N/A
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 6 of 11
PCN Form —Version 1.3 December 10, 2008 Version

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse El Tar-Pamlico ®Other: Jordan
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
impact
Stream name
mitigation
(square feet)
(square feet)
or Temporary
required?
T
131 ®P ❑ T
Roadway
Ut to Haw River
® Nos
5505
4414
B2 ®P ❑ T
Bottomless
Culvert
Ut to Haw River
® No
983
B3 ❑ P ®T
Construction
Measures
UT to Haw River
® Nos 897
74
6h. Total buffer impacts
7385
4488
61. Comments: The temporary buffer impacts will be revegetated according to the restoration plan involving both tree /shrub
species, and herbaceous seeding.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. ' Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Project team decided on installation of a bottomless culvert that will span the unnamed tributary to Haw River. Proposed
roadway alignment and culvert location were sited away from large wetland area. Stormwater runoff will be conveyed through
roadside ditches into basins, plunge pools, and four sediment traps during phases of construction.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The limits of disturbance will be clearly marked in the field to avoid unnecessary impacts to aquatic and natural resources.
Proper sediment and erosion control techniques will be utilized and monitored by DPR staff.
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: N/A
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
N/A
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
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.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
N/A
6h. Comments:
Page 8of11
PCN Form — Version 1.3 December 10, 2008 Version

E.
Stormwater Management and Diffuse Flow Plan- (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
Comments: Consulting engineer for this project stated a typical approach for
❑ Yes ❑ No
roadway projects is to convey stormwater runoff through roadside ditches into
BMPs for treatment.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
%
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:
Stormwater runoff will be conveyed through roadside ditches into various BMPs for treatment during each phase of the
construction. See Sheets EC -1 to EC -14 of attached engineering drawings for Erosion Control Plans that includes
information for SMP.
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
® DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
N/A
❑ Phase II
❑ NSW
3b.
Which of the following locally - implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006 -246
® Other: Jordan Lake Watershed
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
® Yes ❑ No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form —Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal /state /local) funds or the
® Yes ❑ No
use of public (federal /state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ❑ No
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after - the -fact permit application?
❑ Yes ® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
® Yes ❑ No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Phase II development according to the Park Master Plan calls for further construction of the roadway, a new Park visitor
center, maintenance building, parking areas, and trails. However, per DWQ's Cumulative Impact Policy guidance
document dated 4/10/04, the development of a regional public park is unlikely to result in cumulative impacts in the
context of the 401 Certification and isolated wetland rules.
As with Phase I of this project, DPR's Natural Resources Program will be a part of the project development process and
will recommend mitigation measures to avoid and /or minimize impacts to jurisdictional waters and other sensitive
environments. These mitigation measures include keeping most development outside of the FEMA floodplain, using low -
impact development techniques, managing stormwater, minimizing stream crossings, and stabilizing disturbed areas with
native species.
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.
Disposition of vault toilet waste will occur through pumping and hauling per current state and local wastewater
requirements.
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ 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?
GIS files of rare species occurrences and USFWS designated critical habitats provided by the NC Natural Heritage
Program.
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?
Email correspondence with NOAA -DMF staff on 2/22/13. -
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?
Consultation with SHPO and a letter from SHPO dated 10/29/12 indicating that they were not aware of any historic
resources that would be impacted by our proposed project.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? GIS data provided by http: / /www.ncfloodmaps.com/
James W. Dodson, Jr.
(for modification of original PCN
4 March 2014
completed by A.Davis)
pplicant/Ag nt's Signature
Date
Applicant/Agent's Printed Name
(Agent's signature i valid only if an authorization letter from the applicant
is provided.)
Page 11 of 11
PCN Form —Version 1.3 December 10, 2008 Version

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F=
Park Boundaries I Xr,
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V-
7
0 0.125 0.25 0.5
1 1 1 == Miles
0 1,250 2,500 5,000 ago
Feet
Scale: I = 2,000'
Sources: Stewart, USGS (Lake Brandt & BethanyTopographic Quadrangles) Prepared / Date: AKD/6-27-13
Church Street Interim Development North Carolina Division of Vicinity Map
Haw River State Park Parks and Recreation
Guilford County, North Carolina
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LEGEND
Data
Wetlands (-0 80ac)
Stream Channel
NOTE Delineated Boundaries Were Venfied By
USACE Staff On 12/11112
MPark Boundary
Beaverclarn
's r
r� °"`t " .� j"�i .��,,.�'^�s,-- ',.,:. a f , •^^` '\- -*..::
t� },
yfi' M1 i _' i jr t iz /f CCC „f r J•
tion Contours
75 150

LEGEND
— 2' LIDAR Elevation Contours
QPark Boundary
Cut & Fill Slope Area
Proposed Permanent Roadway
Temporary Road Crossing
EM Wetlands (0 80 ac)
Stream Channel (541 ft.)
® Wetland Impact (0 026 ac)
Buffer Zones
® 30' Zone 1
Q 20' Zone 2
Buffer Impacts -Temp Crossing
30' Zone 1 (897 sqft)
0 20' Zone 2 (74 sqft )
® Temp Stream Impact (592 sqft)
Buffer Impacts-Permanent
® 30' Zone 1 (5505 sqft)
20' Zone 2 (4414 sqft.)
— Buffer Impacts - Culvert (983 sqft )
NFM
■
IT1
.f/
Jf .
0 0.005 0.01 0.02
Miles
0 30 60 120
Feet
Sources: NCDOT, NCFP, Stewart Engineering
Church Street Interim Development
Haw River State Park
Guilford County, North Carolina
f
z�tl
1
NOTE Delineated Boundaries Were Verged By
J ,.
USACE Staff On 12/11112
NOTE Park Boundary Does Not Correspond To
f' Onsde Markings Delineated Boundaries Record-
ed By GPS Reflect More Accurate Field Boundaries
IMPACT SUMMARY
Wetland Impact (W1). 0.026 acres Temporary Buffer Impact (T1): 897 sqft Zone 1
74 sqft Zone 2
Permanent Buffer Impact (P1), 5505 sqft Zone 1
4414 sqft Zone 2 Temporary Stream Impact (T2) 592 sqft
Permanent Culvert Impact (P2) 983 sqft Zone 1 Total Impacts 12465 sqft
K(.IRTI I C:\RO[JN. \...;
FINAL Jurisdictional Impacts
Prepared / Date: AKD/7 -29 -13
J WD/ 18 Feb2014
Figure 3

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Site: HARI - Church Street Interim Development City /County' Browns Summit/Guilford Sampling Date: 12/6/12
Applicant/Owner.. NCDENR, Division of Parks & Recreation /State of NC State NC Sampling Point- WDP
Investigator(s): A. Davis Section, Township, Range:
Landform (hillslope, terrace, etc): Topographic valley Local relief (concave, convex, none): Concave Slope ( %): 5
Subregion (LRR or MLRA): LRR N Lat. 36.235 Long: - 79.784 Datum: NAD 83
Soil Map Unit Name: COdorus loam (CnA) NVVI classification: PF01
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? Yes 1� No
Is the Sampled Area
Hydric Soil Present? Yes v No within a Wetland? Yes No _
Wetland Hydrology Present? Yes -( No
Remarks:
Wetland created by large beaver dam. Surface water extent expanding, beavers active.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
_ Surface Soil Cracks (136)
Surface Water (Al)
_ True Aquatic Plants (614)
Sparsely Vegetated Concave Surface (138)
High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
Drainage Patterns (B10)
Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (B16)
_ Water Marks (61)
_ Presence of Reduced Iron (C4)
! Dry- Season Water Table (C2)
_ Sediment Deposits (132)
_ Recent Iron Reduction in Tilled Soils (eg)
_ Crayfish Burrows (C8)
_ Drift Deposits (63)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (134)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
! Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (67)
_ Shallow Aquitard (D3)
_ Water- Stained Leaves (69)
_ Microtopographic Relief (D4)
_ Aquatic Fauna (B13)
_ FAC- Neutral Test (135)
Field Observations:
Surface Water Present? Yes No
Depth (inches): Up to 4'
Water Table Present? Yes No
Depth (inches):
✓
Saturation Present? Yes No
Depth (inches):
Wetland
Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Wetland created by large beaver dam. Surface water extent of beaver impoundment expanding
based on live mature inundated trees, multiple dams, and abundant gnawed tree stumps.
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

VEGETATION (Four Strata) — Use scientific names of plants. Sampling Point. WDP
US Army Corps of Engineers Eastern Mountains and Piedmont – Interim Version
Absolute
Dominant Indicator
Dominance Test worksheet
Tree Stratum (Plot size: )
1 Acer rubrum
% Cover Species? Status
40 Yes FAC
Number of Dominant Species
That Are OBL FACW, or FAC: 3 (A)
Total Number of Dominant
Species Across All Strata: 4 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 75 (A/B)
2 Liriodendron tulipifera 40 Yes FACU
3 Salix nigra 5 No OBL
4.
5.
6.
Prevalence Index worksheet:
7.
Total % Cover of: Multiply by:
8.
OBL species x 1 =
85 =Total Cover
Sapling /Shrub Stratum (Plot size:
)
FACW species x2=
1 Carpinus caroliniana
30
Yes FAC
FAC species x 3 =
FACU species x4=
UPL species x5=
Column Totals: (A) (B)
Prevalence Index = B/A =
2 Ulmus americana 5 No FACW
3
4
5.
6
Hydrophytic Vegetation Indicators:
7.
_ 1 -Rapid Test for Hydrophytic Vegetation
8.
2 - Dominance Test is >50%
9.
_
3 - Prevalence Index is <_3.0'
10.
_
_ 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
35 = Total Cover
Herb Stratum (Plot size: )
1 Microstegium vimineum
70
Yes FAC
— Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
v
2 Allium i vneale 10 No FACU
3 Carex 5 No FACW
4.
Definitions of Four Vegetation Strata:
5
Tree – Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
6
7.
height.
Sapling /Shrub –Woody plants, excluding vines, less
8
9.
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
Herb –All herbaceous (non - woody) plants, regardless
10.
11.
of size, and woody plants less than 3.28 It tall.
12.
Woody vine – All woody vines greater than 3 28 ft in
height.
85 = Total Cover
Woody Vine Stratum (Plot size: )
1 Lonicera japonica
5
Yes FAC
2.
3.
4.
Hydrophytic
5-
g
Vegetation
Present? Yes No
5 = Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
Significant tree mortality due to ongoing beaver activity.
US Army Corps of Engineers Eastern Mountains and Piedmont – Interim Version

SOIL
Sampling Point WDP
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type Loc
Texture Remarks
0 -2 10YR 5/2 70
10YR 5/8 10 C PL
SiCI
3 -7 10YR 5/1 100
2.5YR 4/8 25 C PL
SaCI Saturated
8 -12+ 2.5YR 5/2 60
2.5YR 416 40 RM M
SaCI
'Type: C= Concentration, D =De letion, RM= Reduced Matrix, MS= Masked Sand Grains.
2Location: PL =Pore Lining, M= Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
_ Histosol (Al)
_ Dark Surface (S7)
_ 2 cm Muck (At 0) (MLRA 147)
_ Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148) _ Coast Prairie Redox (A16)
_ Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
_ Stratified Layers (A5)
Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Red Parent Material (TF2)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
_ Very Shallow Dark Surface (TF12)
_ Thick Dark Surface (Al2)
Redox Depressions (F8)
_ Other (Explain in Remarks)
_ Sandy Mucky Mineral (S1) (LRR N,
_ Iron - Manganese Masses (1712) (LRR N,
MLRA 147, 148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbric Surface (1`13) (MLRA 136, 122)
'Indicators of hydrophytic vegetation and
_ Sandy Redox (S5)
_ Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present,
_ Stripped Matrix (S6)
unless disturbed or problematic
Restrictive Layer (if observed):
Type:
Depth (inches).
Hydric Soil Present? Yes `� No
Remarks,
Soils saturated.
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Site: HARI - Church Street Interim Development City /County: Browns Summit/Guilford Sampling Date: 12/6/12
Applicant/Owner: NCDENR, Division of Parks & Recreation /State of NC State: NC Sampling Point. UDP
Investigator(s): A. Davis Section, Township, Range:
Landform (hillslope, terrace, etc.): Hillslope_ Local relief (concave, convex, none): Concave Slope ( %): 5
Subregion (LRR or MLRA): LRR N Lat: 36.235 Long -79783 Datum: NAD 83
Soil Map Unit Name: Poplar Forest sandy loam (PoD) 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? Yes No
Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes No
Wetland Hydrology Present? Yes No
Remarks:
Sampling point upslope of wetland Flag W1 -5.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
_ Surface Soil Cracks (136)
_ Surface Water (A1)
_ True Aquatic Plants (B14)
_ Sparsely Vegetated Concave Surface (138)
High Water Table (A2)
_ Hydrogen Sulfide Odor (C1)
_ Drainage Patterns (B10)
Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (616)
_ Water Marks (61)
_ Presence of Reduced Iron (C4)
_ Dry- Season Water Table (C2)
_ Sediment Deposits (62)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (133)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (134)
_ Other (Explain in Remarks)—
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
_ Shallow Aquitard (D3)
_ Water- Stained Leaves (B9)
_ Microtopographic Relief (134)
_ Aquatic Fauna (1313)
_ FAC- Neutral Test (135)
Field Observations:
Surface Water Present? Yes No
Depth (inches):
Water Table Present? Yes No
Depth (inches):
/
y
Saturation Present? Yes No
v Depth (inches):
Wetland Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

VEGETATION (Four Strata) — Use scientific names of plants. Sampling Point: UDP
Tree Stratum (Plot size:
1 Acer rubrum
Absolute Dominant Indicator
) % Cover Species> Status
30 Yes FAC
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 1 (A)
Total Number of Dominant
Species Across All Strata: 4 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 25 (A/B)
2 Pinus echinada 30 Yes FACU
3 Carya tomentosa 25 Yes FACU
4 Fagus grandifolia 15 No FACU
5•
/
6.
7.
Prevalence Index worksheet:
Total % Cover of: Multiply by,
OBL species x 1 =
FACW species x2=
FAC species x 3 =
FACU species x4=
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
8.
100 = Total Cover
Sapling /Shrub Stratum (Plot size: )
1 Vaccinwm formosum 10 No FACU
2 Ulmus americana 10 No FACW
3 Juniperus virginiana 5 No FACU
4 Fagus grandifolia 30 Yes FACU
5 Acer rubrum 10 No FAC
--
6.
7
Hydrophytic Vegetation Indicators:
_ 1 -Rapid Test for Hydrophytic Vegetation
_ 2 - Dominance Testis >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.
8.
9
10.
65 = Total Cover
Herb Stratum (Plot size: )
1.
2.
3.
4.
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 3.28 ft (1 m) tall.
Heft —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 It in
height
5
6
7
8.
g.
10.
11.
12.
Woody Vine Stratum (Plot size:
1.
)
= Total Cover
Hydrophytic
Vegetation
Present? Yes No
2.
3
4.
5
6
= Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

SOIL
Sampling Point: UDP
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Indicators for Problematic Hydric Soils':
Redox Features
(inches)
Color (moist)
%
Color (moist) % Type Loc Texture Remarks
0 -2
10YR 1/2
100
Loam Contained fibrous roots
3 -12
10YR 3/4
100
Loam
13+
10YR 5/6
90
Clay loam
Type: C= Concentration, D =De letion, RM= Reduced Matrix, MS= Masked Sand Grains. 2Location: PL =Pore Lining, M =Matrix
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
_ Histosol (Al)
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
_ Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
_ Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Red Parent Material (fF2)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
_ Very Shallow Dark Surface (TF12)
_ Thick Dark Surface (Al2)
_ Redox Depressions (F8)
_ Other (Explain in Remarks)
_ Sandy Mucky Mineral (S1) (LRR N,
_ Iron - Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbric Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
_ Sandy Redox (S5)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
_ Stripped Matrix (S6)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric
Soil Present? Yes No
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Site: HARI - Church Street Interim Development City /County: Browns Summit/Guilford
Applicant/Owner: NCDENR, Division of Parks & Recreation /State of NC State: NC
Invesfigator(s): A. Davis Section, Township, Range:
Sampling Date: 2/20/13
_ Sampling Point: W2 WDP
Landform (hillslope, terrace, etc.): Topographic valley Local relief (concave, convex, none): Concave Slope ( %): 5
Subregion (LRR or MLRA): LRR N Lat: 36.236 Long, - 79.783 Datum: NAD 83
Soil Map Unit Name: Chewacla sandy loam (Ch) NWI classification: PF01
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? Yes No
Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes ✓ No_
Wetland Hydrology Present? Yes No
Remarks:
Small, narrow wetland Swale draining uplands within riparian area of UT to Haw River.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
_ Surface Soil Cracks (B6)
Surface Water (Al)
_ True Aquatic Plants (1314)
Sparsely Vegetated Concave Surface (138)
High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
_ Drainage Patterns (1310)
Saturation (A3)
! Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (1316)
_ Water Marks (B1)
_ Presence of Reduced Iron (C4)
_ Dry- Season Water Table (C2)
_ Sediment Deposits (132)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (B3)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (134)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (65)
Geomorphic Position (02)
_ Inundation Visible on Aerial Imagery (B7)
_ Shallow Aquitard (D3)
V Water - Stained Leaves (139)
_ Microtopographic Relief (134)
Aquatic Fauna (1313)
_ FAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
( Depth (inches):
Water Table Present? Yes No
Depth (inches): 7"
Saturation Present? Yes No
Depth (inches): `10"
Wetland Hydrology Present? Yes `� No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers
Eastern Mountains and Piedmont — Interim Version

VEGETATION (Four Strata) — Use scientific names of plants. Sampling Point- W2 WDP
Sapling /Shrub Stratum (Plot size:
Absolute
Dominant Indicator
Dominance Test worksheet:
25 Yes FACW
FAC species x 3 =
Tree Stratum (Plot size:
) % Cover Species? Status
Number of Dominant Species
3
1 Acer rubrum
70
Yes FAC
That Are OBL, FACW, or FAG
Total Number of Dominant
Species Across All Strata:
7
8
(A)
(B)
2 Linodendron tulipifera 50 Yes FACU
3 Carpinus caroliniana 40 Yes FAC
4.
Prevalence Index = B/A =
Percent of Dominant Species
5.
Hydrophytic Vegetation Indicators:
7
That Are OBL, FACW, or FAC:
87.5
(A/B)
6.
8.
2 - Dominance Test is >50%
9.
Prevalence Index worksheet:
7.
10.
Total % Cover of.
Multiply by:
8.
OBL species x
1 =
160 = Total Cover
Sapling /Shrub Stratum (Plot size:
)
FACW species x2=
1 Lindera benzoin
25 Yes FACW
FAC species x 3 =
2 Ligustrum sinense
15 Yes FAC
FACU species x4=
3
UPL species x 5 =
q
Column Totals: (A) (B)
5.
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
7
1 - Rapid Test for Hydrophytic Vegetation
8.
2 - Dominance Test is >50%
9.
_
3 - Prevalence Index is 53.0'
10.
Herb Stratum (Plot size: _
I Microstegium vimineum
2 Ligustrum sinense
3 Polystichum acrostichoides
4 Allium vineale
5.
6.
7.
8.
9.
10.
11.
12.
Woody Vine Stratum (Plot size: )
1 Rosa virginiana
2.
3.
4.
5.
6.
Remarks: (Include photo numbers here or on a
US Army Corps of Engineers
40 _ 4 - Morphological Adaptations (Provide supporting
= Total Cover data in Remarks or on a separate sheet)
40 Yes FAC — Problematic Hydrophytic Vegetation' (Explain)
20 Yes FAC
5 No FACU
5 No FACU
70
5
5
= Total Cover
Yes FAC
= Total Cover
'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 3.28 It (1 m) tall.
Herb – All herbaceous (non- woody) plants, regardless
of size, and woody plants less than 3.28 it tall.
Woody vine – All woody vines greater than 3.28 It in
height.
Hydrophytic
Vegetation
Present? Yes No
Eastern Mountains and Piedmont – Interim Version

SOIL
Sampling Point: W2 WDP
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type Loc
Texture Remarks
0 -7 10YR 5/2 70
2.5YR 3/6 20 C PL
Sicl
8 -15+ 10YR 5/2 50
2.5YR 4/8 45 D M
CI Saturated @ 6"
'Type C= Concentration, D =De letion, RM= Reduced Matrix, MS= Masked Sand Grains. 2Location: PL =Pore Lining, M= Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
_ Histosol (Al)
_ Dark Surface (S7)
_ 2 cm Muck (At 0) (MLRA 147)
_ Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148) _ Coast Prairie Redox (A16)
_ Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
_ Stratified Layers (A5)
Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6) -
_ Red Parent Material (fF2)
_ Depleted Below Dark Surface (At 1)
_ Depleted Dark Surface (F7)
_ Very Shallow Dark Surface (TF12)
_ Thick Dark Surface (Al2)
Redox Depressions (F8)
_ Other (Explain in Remarks)
_ Sandy Mucky Mineral (Si) (LRR N,
_ Iron - Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbnc Surface (F13) (MLRA 136, 122)
'Indicators of hydrophytic vegetation and
_ Sandy Redox (S5)
_ Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present,
_ Stripped Matrix (S6)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches).
Hydric Soil Present? Yes `� No
Remarks:
Soils saturated 6" below ground surface.
US Army Corps of Engineers Eastern Mountains and Piedmont— Interim Version

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Site. HARI - Church Street Interim Development City/County: Browns Summit/Guilford
Applicant/Owner. NCDENR, Division of Parks & Recreation /State of NC State: NC
Sampling Date: 2/20113
_ Sampling Point: W2 UDP
Investigator(s): A. Davis Section, Township, Range:
Landform (hillslope, terrace, etc): Topographic slope Local relief (concave, convex, none): Concave
Subregion (LRR or MLRA): LRR N Lat: 36.236 Long: -79784
Soil Map Unit Name: Chewacla sandy loam (Ch) NWI classification: N/A
Slope ( %): 5
Datum: NAD 83
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 _
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
✓ No
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No
Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes No
Wetland Hydrology Present? Yes No
Remarks:
Upslope of small, narrow wetland Swale draining uplands within riparian area of UT to Haw River.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
_ Surface Soil Cracks (66)
_ Surface Water (A1)
_ True Aquatic Plants (614)
Sparsely Vegetated Concave Surface (B8)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
_ 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 (132)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (133)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (134)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (67)
_ Shallow Aquitard (D3)
_ Water- Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (613)
_ FAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
Depth (inches):
Water Table Present? Yes No
Depth (inches):
✓
Saturation Present? Yes No
Depth (inches):
Wetland
Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

VEGETATION (Four Strata) — Use scientific names of plants. Sampling Point- W2 UDP
1 icros egwm vamineum
2 Ligustrum sinense
3 Rubus argutus
4.
5.
6
7.
8
9.
10.
11.
12.
10 No FAC
15 Yes FACU
65
Woody Vine Stratum (Plot size: )
1 Lorncera japonica 10
2.
3.
4.
5. _
6.
Remarks:
or on a separate sheet.)
= Total Cover
Yes FAC
= Total Cover
'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 3.28 It (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
height.
Hydrophytic
Vegetation
Present? Yes No
US Army Corps of Engineers Eastern Mountains and Piedmont – Interim Version
Absolute
Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size, )
% Cover
Species?
Status
Number of Dominant Species
1 Pinus virginiana
20
No
FACU
That Are OBL, FACW, or FAC: 3 (A)
Total Number of Dominant
6
Species Across All Strata: (B)
Percent of Dominant Species
2 Liriodendron tulipifera 60 Yes FACU
Juni eras virginiana 15 No FACU
3. p 9
4 Liquidambar styraciflua 15 No FAC
5.
That Are OBL, FACW, or FAC: 50 (A/B)
6.
Prevalence Index worksheet:
7.
Total % Cover of. Multiply by:
8.
OBL species x 1 =
110 = Total Cover
Sapling /Shrub Stratum (Plot size:
)
FACW species x2=
1 Liquidambar styraciflua
15
Yes
FAC
FAC species x 3 =
FACU species x4=
2 Pinus virginiana 20 Yes FACU
3
UP species x 5 =
Column Totals (A) (B)
Prevalence Index = B/A =
q
5.
6.
Hydrophytic Vegetation Indicators:
7.
1 - Rapid Test for Hydrophytic Vegetation
8.
2 - Dominance Test is >50%
9.
_
3 - Prevalence Index is _ <3.0'
10.
_
4 - Morphological Adaptations' (Provide supporting
35
= Total Cover
_
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: )
M t
40
Yes
FAC
— Problematic Hydrophytic Vegetation (Explain)
1 icros egwm vamineum
2 Ligustrum sinense
3 Rubus argutus
4.
5.
6
7.
8
9.
10.
11.
12.
10 No FAC
15 Yes FACU
65
Woody Vine Stratum (Plot size: )
1 Lorncera japonica 10
2.
3.
4.
5. _
6.
Remarks:
or on a separate sheet.)
= Total Cover
Yes FAC
= Total Cover
'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 3.28 It (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
height.
Hydrophytic
Vegetation
Present? Yes No
US Army Corps of Engineers Eastern Mountains and Piedmont – Interim Version

SOIL
Sampling Point: W2 UDP
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Tvoe Loc Texture Remarks
0 -15+ 2.5YR 3/6 100 CILm
RM= Reduced Matrix. MS= Masked Sand Grains.
Hydric Soil Indicators:
_ Histosol (Al)
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)
Stnpped Matrix (S6)
Type:
Depth (inches):
Remarks:
Location: PL =Pore Lining, M= Matrix.
Indicators for Problematic Hydric So
_ 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 Surface (F13) (MLRA 136, 122)
_ Piedmont Floodplam Soils (F19) (MLRA 148)
_ 2 cm Muck (A10) (MLRA 147)
_ Coast Prairie Redox (A16)
(MLRA 147, 148)
_ Piedmont Floodplain Soils (1`19)
(MLRA 136, 147)
Red Parent Material (TF2)
Very Shallow Dark Surface (TF12)
_ Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No!(
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

1
.str��4 was
NGDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy E. Davis, PE, CPM
Director
February 3, 2014
Ms. Erin Lawrence, Supervising Engineer
NCDENR North Carolina State Parks
217 West Jones Street
Raleigh, North Carolina 27603
Pat McCrory, Governor
Joan E. Skvarla, III, Secretary
Subject: Stormwater Permit No. SW4131202
Haw River State Park - Church Street Phase I
Public Roads and Bridges Stormwater Project
Greensboro, Guilford County
Dear Ms. Erin Lawrence:
The Stormwater Permitting Unit received a complete Stormwater Management Permit Application
for the subject project on January 31, 2014. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in
Title 1 S NCAC 2H.1000 and Session Law 2006 -246. We are forwarding Permit No. SW4131202
dated February 3, 2014, for the construction, operation and maintenance of the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein, and does not supersede any other agency permit
that may be required. Please pay special attention to the conditions listed in this permit regarding
the Operation and Maintenance of the BMP(s), recordation of deed restrictions, procedures for
changes of ownership, transferring the permit, and renewing the permit. Failure to establish an
adequate system for operation and maintenance of the stormwater management system, to record
deed restrictions, to follow the procedures for transfer of the permit, or to renew the permit, will
result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing by filing a written petition with the Office of Administrative
Hearings (OAH). The written petition must conform to Chapter 150B of the North Carolina General
Statutes. Per NCGS 143- 215(e) the petition must be filed with the OAH within thirty (30) days of
receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a
filing fee is required) and /or the details of the filing process at 6714 Mail Service Center, Raleigh,
NC 27699 -6714, or via telephone at 919 -431 -3000, or visit their website at www.NCOAH.com.
Unless such demands are made, this permit shall be final and binding.
1612 Mail Service Center, Raleigh, North Carolina 27699 -1612 • Telephone [phone] l FAX: 919 - 733 -2876
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: http: / /portal.ncdenr,org /webflrhand- quality
An Equal Opportunity l Affirmative Action Employer - 50 %Recycled 110% Post Consumer Paper

NIs. Erin Lawrence, NCDENR State Parks
Haw River State Park — Church Street Phase I — SW4131202
February 3, 2014
Page 2 of 2
After thirty days (30) from the date of this permit, this project will be kept on file at the Winston -
Salem NCDENR Regional Office, Land Quality Section. At that time, if you have any questions, or
need additional information concerning this permit, you can contact Sue White,
sue.whitePncdenr.gov, Stormwater Contact, Land Quality Section, Division of Energy, Mineral and
Land Resources, Winston -Salem Regional Office, (3 36) 771 -5000. In the interim, if you have any
questions, or need additional information concerning this permita please contact Bill Diuguid,
bill.diuguidPncdenr.gov, at (919) 807 -6369, in the Raleigh NCDENR DEMLR Central Office, Land
Quality Section, Stormwater Permitting.
Sincerely,
Original Signed by William H. Diuguid
William H. Diuguid, AICP, Plans Reviewer
for Tracy E. Davis, P.E.; CFM
ec: Matt Ludwig, PE, Stewart, Inc., Raleigh, North Carolina
Matt Gantt, Land Quality Section, NCDENR DEMLR Winston -Salem Regional Office
Sue White, Land Quality Section, NCDENR DEMLR Winston -Salem Regional Office

State Stormwater Permit
Permit No.SW4131202
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
FOR PUBLIC ROADS AND BRIDGES
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
NCDENR North Carolina State Parks
Haw River State Park — Church Street Phase 1
6064 Church Street, Greensboro, Guilford County
FOR THE
construction, operation and maintenance of a public road and bridge and stormwater
conveyance project in compliance with the provisions of 15A NCAC 2H _1000 and S.L.
2006 -246 (hereafter referred to as the "stormwater rules' and the approved stormwater
management plans and specifications, and other supporting data as attached and on
file with and approved by the Division of Energy, Mineral and Land Resources Land
Quality Section and considered a part of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
L DESIGN STANDARDS
1. This permit covers the construction of public roads and bridges and the
stormwater management conveyance system as shown on the approved site
plan.
2. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
3. The only runoff conveyance systems allowed will be vegetated conveyances
such as swales with minimum side slopes of 3:1 (H:V) as defined in the
stormwater rules and approved by the Division.
4. No piping is allowed except that minimum amount necessary to direct runoff
beneath an impervious surface such as a road or to provide access.
5. The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent streams.
6. Level spreaders, plunge pools and other water velocity dissipaters shall be
provided at the ends of all swales that discharge into a regulated stream buffer.
7. All swales shall that discharge into a wetland shall do so at a non - erosive velocity
for the 10 year storm.
Page 1 of 4

State Stormwater Permit
Permit No.SW4131202
IL SCHEDULE OF COMPLIANCE
The permittee is responsible for verifying that the proposed public road and bridge
project stormwater management system will function as designed and meet the
minimum requirements of the permit.
2. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in
the notice, the permittee shall submit a written time schedule to *the Director for
modifying the site to meet minimum requirements. The permittee shall provide
copies of revised plans and certification in writing to the Director that the changes
have been made.
3. This project may not be sold or subdivided in whole or in part without first receiving a
permit modification from the Division.
4. The following deed restrictions must be recorded with the Office of the Register of
Deeds:
a_ The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW4131202, as issued by
the Division of Energy, Mineral and Land Resources Land Quality Section
under the stormwater rules.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina,
Division of Energy, Mineral and Land Resources Land Quality Section.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Energy, Mineral and Land
Resources Land Quality Section,
f. This project is permitted for a public road and bridge project. Construction
of additional built -upon area within the permitted project area will require'a
permit modification.
g. This project may not be sold or subdivided, in whole or in part, without first
receiving a permit modificatiorr,from the Division. -
h. Construction -of additional impervious areas such that the stormwater
management system will no longer function as designed will require a
permit modification prior to construction. An engineered system will be
required to collect and treat the runoff from all built -upon area associated
with the project, including that area originally permitted under the public
roads and bridges stormwater permit option.
i. Filling in or piping of any vegetative conveyarces (ditches, swales, etc.)
associated with this development, except for average driveway crossings,
is strictly prohibited by any persons.
j. The built -upon areas shall be located a minimum of 30 feet landward of all
perennial and intermittent surface waters.
5. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated
with the permitted development, except for average driveway crossings, is strictly
prohibited by any persons.
Page 2,of 4

State Stormwater Permit
Permit No.SW4131202
The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
c. Transfer of ownership.
d_ Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of the project area in whole or in
part. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, altering or piping any vegetative conveyance shown on the
approved plan.
Swales and other vegetated conveyances shall be constructed in their entirety,
vegetated, and be operational for their intended use prior to the construction of
any built -upon surface.
During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
10. The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems at
optimum efficiency to include:
a_ Inspections
b. Sediment removal.
c. Mowing, and re- vegetating of the side slopes.
d. Immediate repair of eroded areas.
e, Maintenance of side slopes in accordance with approved plans and
specifications.
11. Within 30 days of completion of the project, the permittee shall certify in writing
that the project has been constructed in accordance with the approved plans.
12. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. The Director may require modification or revocation and
re- issuance of the permit to change the name and incorporate such other
requirements as may be necessary. In the event of a name or ownership
change, a completed Name /Ownership Change form, signed by both parties,
must be submitted to the Division of Energy, Mineral and Land Resources Land
Quality Section accompanied by the supporting documentation as listed on page
2 of the form. The approval of this request will be considered on its merits, and
may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until the
Director approves a transfer of ownership. Neither the sale of the project nor the
transfer of common areas to a third party, such as a homeowner's association,
constitutes an approved transfer of the stormwater permit.
Page 3 of 4

State Stormwater Permit
Permit No.SW4131202
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Energy, Mineral
and Land Resources Land Quality Section, in accordance with North Carolina
General Statutes 143- 215.6A to 143- 215.6C.
4, The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules, and regulations contained in Session Law 2006-
246, Title 15A of the North Carolina Administrative Code, Subchapter 2H.1000;
and North Carolina General Statute 143 -215.1 et. al.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by the Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants permission to DENR Staff to enter the property during
normal business hours, for the purpose of inspecting all components of the
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re- issuance, or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the swales
must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not preclude the Permittee from complying with
any and ail'statutes, rules, regulations, 'or ordinances, which ntay be imposed by
other government agencies (local, state and federal), which have jurisdiction.
11, The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
Permit issued this the 3rd day of February, 2014.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Original Signed by William H. Diuguid
William H. Diuguid, AICP, Plans Reviewer
for Tracy E. Davis, P. E_ Director
Division of Energy, Mineral and Land. Resources
By Authority of the Environmental Management Commission
Page 4 of 4

Buffer Area Restoration Plan
HARI State Park — Church St Entrance Project
Following the removal of the temporary crossing and any disturbance within the 50' buffer zone
associated with the stream at the crossing location, the buffer zones (Zone 1 & Zone 2) shall be
revegetated. The details listed below encompass the required procedures & plant material information
to coincide with any specific requirements of the erosion & sediment, and stormwater plans.
• All banks and buffer area shall be stabilized with coir or similar stabilization measures as
appropriate. Compacted soil areas may require amelioration prior to planting and prior to
installation of stabilization matting, etc. Prohibition of sediment reaching the water course
is paramount, as well as aiding in the establishment of the plant materials.
• The banks and first 10' of the Zone 1 buffer shall be planted with live stakes, whips, or true
seedlings of at least 3 species, randomly assorted, from the applicable list of tree /shrub
species below. Installation spacing shall be approximately 34 centers.
• The remainder of Zone 1 (outer 20' of the Zone 130') & all of Zone 2 shall be planted with at
least 3 tree & shrub species (randomly assorted) on a spacing of 5 -6' centers.
• The entire disturbed buffer area shall additionally be seeded with at least 6 species (4
grass /grass -like, and 2 flowering) of native herbaceous species.
• The grass & grass -like species correspond to those listed in the Erosion & Sediment
Control Plan Manual revision May 2013, Tables 6.11c & d.
• A suggested seed mix is listed below, but may require modification dependent upon
the application timeframe with regard to seasonality.
• Nurse crops are required in addition to the native seed mix, and also have seasonal
considerations. More than one nurse crop application may be required during the
timeframe needed to achieve establishment of the native seed mix.
• The two "flowering" species should be chosen from the appropriate list below, and
constitute approximately 5% of the total per acre mixture applied.
Tree & Shrub Species Material List:
1. Cephalanthus occidentalis
2. Platanus occidentalis
3. Sambucus canadensis
4. Viburnum dentatum
5. Salix nigra
6. Physocarpus opulifolius
Buttonbush*
Sycamore
Elderberry*
Downy arrowwood*
Black willow
Ninebark*
*Note: preferable species if available

Suggested Native Herbaceous Seeding Mix:
Total: 100
• This seed mix total should be applied at approximately 15 -20 Ibs /ac.
• The nurse crop seeding rate is in addition to this mix rate. Applicable nurse crops
should be determined by the season of application operations, and more than one
may be required during the establishment of this native mix.
• Seed availability could necessitate substitutions to the above listed species.
Substitutions should be reviewed by the DPR regional biologist for suitability.
List of Flowering Species Recommendations:
1. Rudbeckia hirta or R. fulgida (NC ecotype available) Black -eyed Susan
2. Eutrochium (Eupatorium) fistulosum Joe -pye weed
3. Asclepias syriaca Common milkweed
4. Pycnanthemum tenuifolium Narrowleaf mountain mint
5. Chamaecrista fasciculata Partridge pea
6. Bidens aristosa Tickseed sunflower
I
Percent of Mix
1.
Panicum virgatum
Switchgrass (NC ecotype available)
20%
2.
SorRhastrum nutans
Indiangrass (NC ecotype available)
30%
3.
Dichanthelium clandestinum
Deer - tongue
20%
4.
Elymus virginicus
Virginia wild rye
25%
5.
2 -3 "Flowering" species (see list below)
5%
Total: 100
• This seed mix total should be applied at approximately 15 -20 Ibs /ac.
• The nurse crop seeding rate is in addition to this mix rate. Applicable nurse crops
should be determined by the season of application operations, and more than one
may be required during the establishment of this native mix.
• Seed availability could necessitate substitutions to the above listed species.
Substitutions should be reviewed by the DPR regional biologist for suitability.
List of Flowering Species Recommendations:
1. Rudbeckia hirta or R. fulgida (NC ecotype available) Black -eyed Susan
2. Eutrochium (Eupatorium) fistulosum Joe -pye weed
3. Asclepias syriaca Common milkweed
4. Pycnanthemum tenuifolium Narrowleaf mountain mint
5. Chamaecrista fasciculata Partridge pea
6. Bidens aristosa Tickseed sunflower
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