20140800 Ver 1_401 Application_20140714

LETTER OF TRANSMITTAL
To: Ms. Karen Higgins
NC Division of Water Resources
401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 -1617
Re: Nationwide Permit 39 /GC 3890
The Edge
I am sending you the following item(s):
McADAlv1s
Date: July 24, 2014
REGULAR MAIL
Job No.: RAV -13000
COPIES
DATE
NO.
DESCRIPTION
1
7/24/14
Check for $240 (permit application fee
5
7/24/14
Pre - Construction Notification
5
7/24/14
Supporting Documentation
1
7/24/14
Courtesy copy of Stormwater Management Plan
1
7/24/14
CD containing electronic copy of permit application
These are transmitted as checked below:
❑
As requested
®
For approval
❑
For review and comment
Remarks:
Copy to:
❑ For your use
Signed:
Raleigh- Durham Charlotte
2905 Meridian Parkway 11301 Carmel Commons Blvd., Suite 111
Durham, North Carolina 27713 Charlotte, North Carolina
(919) 361 -5000 (704) 527 -0800
Designing Tomorrow's Infrastructure & Communities
McAdamsCo.com

Personal Account Information Redacted
'J McADAMS
July 24, 2014
Karen Higgins
NC Division of Water Resources
401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 -1617
Re: Nationwide Permit 39 /GC 3890
The Edge
Chapel Hill, North Carolina
RAV -13000
Dear Ms. Higgins:
On behalf of Park West Investors /Morris IV, LLC we are applying for a US
Army Corps of Engineers (USAGE) Nationwide Permit 39 and an NC
Division of Water Resources (DWR) Water Quality Certification 3890 for
proposed impacts to jurisdictional waters associated with the project known as
The Edge. The subject property is located along the northern side of Eubanks
Road at the intersection of Eubanks Road and Martin Luther King Jr.
Boulevard, just south and west of Interstate 40 within the Town of Chapel
Hill, Orange County, North Carolina. The project lies within the Cape Fear
River Basin. The following attachments are included as part of this permit
application:
• Signed Agent Authorization
• Fig. 1 - USGS Quad — Chapel Hill
• Fig. 2 - Orange County Soil Survey (Sheet: 26)
0 Fig. 3.1 - Existing Conditions
• Fig. 3.2 - Existing Conditions with aerial
• Fig. 4 - Impact Exhibit (Inset 1)
• Pre - Construction Notification
• Wetland Data Forms
The John R. McAdams
• NCEEP In -Lieu Fee acceptance letter (July 17, 2014)
Company, Inc.
• Signed Wetland Delineation Maps (AID# SAW - 2013 - 01472)
• Courtesy copy of Stormwater Management Plan
Raleigh / Durham, NC
2905 Meridian Parkway
PROJECT LOCATION/HABITAT: The subject property is located along
Durham, North Carolina 27713
(919) 361 -5000
the northern side of Eubanks Road at the intersection of Eubanks Road and
Martin Luther King Jr. Boulevard, just south and west of Interstate 40 within
Charlotte, NC
the Town of Chapel Hill, Orange County, North Carolina. The project area is
11301 Carmel Commons Blvd,
Suite 111
Charlotte North Carolina 28226
(704) 527 -0800
McAdamsCo.com
Designing Tomorrow's Infrastructure & Communities

Ms. Karen Higgins
The Edge
July 24, 2014
Page 2 of 7
54 -acres of the total 75 -acre assemblage of land, currently owned by Park West
Investors /Morris IV, LLC et al., and will be developed by Northwood Ravin.
Approximately 70 percent of the subject property can be characterized as
forested with a mix of loblolly pine (Pinus taeda), tulip poplar (Liriodendron
tulipifera), red maple (Ater rubrum), and oak species (Quercus sp.), with an
understory of blueberry (haccinium sp.), Chinese privet (Ligustrum sinense),
aiad greeiabr ier (useeilaro sp.). The remainder of the property is aiaaintaiaaed
residential property, with a large Duke Power easement in the northwest
quadrant of the property. Land use within the vicinity is a mix of mainly
residential to the south, institutional /municipal to the west, and commercial to
the east near the I -40 interchange.
See Figures 1 -3 and the enclosed documentation for existing conditions. Land
use within the vicinity of the project is mainly residential, commercial, and light
industrial, with some forested areas in the vicinity of the project area.
JURISDICTIONAL, FEATURES: The subject property drains to Old Field
Creek, which is designated Class C/NSW and is a tributary to Jordan Lake
within the Cape Fear River basin (HUC 03030002). There is an intermittent
stream feature which originates in the southeast quadrant of the property, just
north of Eubanks Road, and flows north for approximately 534 linear feet
before it becomes a designated perennial stream and continues to flow north
and west for 2,185 linear feet and off the property into Old Field Creek. This
mapped stream feature is depicted on the USGS quadrangle and Orange
County Soils Survey map, and is therefore subject to the Jordan Watershed
Riparian Buffer Rules (Figures 1 & 2). This feature is also subject to the
Town of Chapel Hill Resource Conservation District boundary and its stream
buffers (Figure 3). There are also two riparian wetland areas adjacent to
Stream "A" within the project boundary, wetlands "A" and `B ", that total 0.23
acres. A jurisdictional wetland and stream delineation performed by
McAdams Company was field verified by Mr. Craig Brown (USAGE
RAV -13000

Ms. Karen Higgins
The Edge
July 24, 2014
Page 3 of 7
representative) on August 9, 2013. A Preliminary Jurisdictional Determination
was issued September 12, 2013 (AID 2013- 01472). The NC Division of
Water Resources (DWR) also field verified the intermittent and perennial start
points of Stream "A ", and documented their findings in a letter dated
December 17, 2012 (DWQ Project No. 12- 1063). The limits of the streams
and wetlands have not changed since these original determinations. See
Figures 1 -3 and the enclosed documentation for existing conditions.
PROPOSED IMPACTS: The proposed mixed -use project known as The Edge
is comprised of a 54 -acre project area within a 75 -acre assemblage of land
currently owned by Park West Investors/Morris IV, LLC et al., and will be
developed by Northwood Ravin. There is nothing currently planned for the
remaining 21 acres of the assemblage. The Edge will consist of 430 multi-
family units, a hotel, 126,000 square feet of retail space, and 96,000 square feet
of office space. The proposed project will also include associated utilities,
stormwater management, and roadway improvements.
The entire site was designed to minimize impacts to aquatic resources while
utilizing the remaining parcel. The design is for a high density project within
the project area, but all sedimentation and erosion control measures will be
implemented before construction to minimize runoff. A network of stormwater
management facilities will be strategically placed throughout the site to treat
and detain storm flows coming from the site.
Although efforts have been made to avoid impacts to jurisdictional waters, there
is one proposed road crossing that would impact a wetland in the southeast
portion of the property. The eastern ingress /egress entrance road (Street 1) from
Eubanks into the project is in a fixed location, and is required by NCDOT to
extend a minimum of 200 -feet into the site before it can begin to radiate to the
west. Another design alternative would have brought the road further to the
north and parallel to the stream before it began to arc to the west, but it would
have impacted a higher quality section of the stream. The selected design
RAV -13000

Ms. Karen Higgins
The Edge
July 24, 2014
Page 4 of 7
includes a retaining wall on the downstream end of the stream to reduce impacts
to the buffer and jurisdictional waters. There are a total of 94 linear feet of
stream impacts and 0.02 acres of riparian wetland impacts associated with the
proposed roadway within the project, while avoiding the remaining 2,779 linear
feet of stream and 0.21 acres of riparian wetlands.
TOTAL PROPOSED WETLAND IMPACTS:
TOTAL PROPOSED STREAM IMPACTS:
AVOIDANCE and MINIMIZATION: Impacts to jurisdictional streams
and wetlands have been avoided and minimized to the maximum extent
practicable. There are a total of 94 linear feet of stream impacts and 0.02 acres
of riparian wetland impacts associated with the proposed roadway within the
project, while avoiding the remaining 2,779 if of stream and 0.21 acres of
RAV -13000

Ms. Karen Higgins
The Edge
July 24, 2014
Page 5 of 7
riparian wetlands. There is only one proposed roadway impact associated with
the project. The eastern ingress /egress entrance road (Street 1) from Eubanks
into the project is in a fixed location and is required by NCDOT to travel a
minimum of 200 -feet into the site before it can begin to radiate to the west.
The road crossing depicted in Inset 1 was aligned to cross the stream channel
at a near perpendicular angle to minimize the linear footage of stream and
acreage of the linear wetland impacted. As stated previously, the road could
have been placed further to the north and parallel to the stream before it began
to arc to the west, but it would have impacted a higher quality section of the
stream. The proposed alignment minimizes impacts to the higher quality
perennial stream section and the Town of Chapel Hill's Resource
Conservation District (RCD). A retaining wall is also proposed in this location
to avoid impacting jurisdictional wetlands and riparian buffers.
MITIGATION: There is less than 1 /10 of an acre and 94 linear feet of
intermittent stream channel of total impacts to waters of the U.S. on the entire
54 -acre site. The applicant proposes mitigation in the form of avoidance and
minimization to waters of the U.S., however, if stream mitigation is required,
the applicant has reserved 188 stream mitigation units and 0.04 wetland
mitigation units with the NCEEP In Lieu Fee Program.
DIFFUSE FLOW: The proposed project is located within the Jordan Lake
watershed and will be subject to the Jordan Lake Riparian Buffer Rules.
Multiple stormwater management facilities with level spreaders are proposed
for use on this site. The proposed stormwater management facilities are
designed in accordance with the N.C. Stormwater Best Management Practices
manual (NCDENR).
STORMWATER MANAGEMENT: The proposed development is located
within the Jordan Lake watershed and within the Cape Fear river basin, and
will be subject to the stormwater management requirements set forth in the
RAV -13000

Ms. Karen Higgins
The Edge
July 24, 2014
Page 6 of '7
Town of Chapel Hill LUMO sections, 5.4.6. General Performance Criteria
for Stormwater Management and 5.19.7. Design and Performance Standards
for Stormwater Management.
There will be four (4) stormwater management facilities to service the
proposed project. These facilities will function as "dual- purposed facilities"
by providing reduction in TN -export and by providing detention such that the
pre - development peak flow rates are no greater than post - development peak
flow rates in the 1 -, 2 -, and 25 -year design storm events.
Peak Run -off Control Requirements
The proposed project will result in a significant increase in peak now rates. To
mitigate this impact, the proposed facilities have been sized such that post -
development peak flow rates are no greater than pre - development levels in the
1 -, 2 -, and 25 -year storm events.
Pollutant and Nutrient Control Requirements
The stormwater facilities onsite are designed such that they achieve 90% TSS
removal. Furthermore, each facility is designed with a level spreader /
vegetated filter system to appropriately discharge the one (1) inch water
quality storm safely into the buffers onsite. Calculations are provided detailing
the loading rates resulting from the proposed development. The anticipated
development results in a nitrogen and phosphorous loading rate higher than
that allowed; therefore, an offset payment to a private mitigation bank and /or
NCEEP is required.
A copy of the final stormwater management plan and approval letter from the
Town of Chapel Hill will be provided to NCDWR upon approval.
RAV -13000

Ms. Karen Higgins
The Edge
July 24, 2014
Page 7 of 7
Consideration of this project is greatly appreciated. If you should have any
questions or require additional information, please do not hesitate to contact
me at (919) 287 -0895.
Sincerely,
McAdams Company
Kevin Yates
Senior Environmental Consultant
Project Manager
Enclosures
RAV -13000

AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The CurrentProperty Owner
Name: Park West Investors /Morris IV, LLC
Address: 194 Finley Golf Course Road c/o Morris Commercial Inc. Chapel Hill, NC 27517
Phone: [phone]
Project Name /Description: The
Project Number: RAV -13000
Date: 7/17/2013
U.S. Army Corps of Engineers
Attn: Craig Brown
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Road
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
Buchholz
I, the current property owner, hereby designate and authorize The John R. McAdams Company,
Inc. to act in my behalf as my agent in the processing of pen-nit applications, to furnish upon
�req}1estdsa ouppl ental i fonnatio in support of applications, etc. from this day forward. The
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only
for government officials to enter the property when accompanied by The John R.
McAdams Company, Inc. staff. You should call The John R. McAdams Company, Inc. to
arrange a site meeting prior to visiting the site.
Print Property OwnerSinature
Cc: Ms. Cyndi Karoly
NCDENR -DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
Raleigh- Durham Charlotte
2905 Meridian Parkway 11301 Carmel Commons Blvd., Suite 111
Durham, North Carolina 27713 Charlotte, North Carolina
(919) 361 -5000 (704) 527 -0800
Designing Tomorrow's Infrastructure & Communities
McAdamsCo.com

LAT: 35.970938 N, LONG: - 79.067955 W
N THE EDGE
A FIGURE 1. VICINITY MAP "
J
0 1,000 2,000 4,000 PROJECT #: RAV -13000
1 inch= Z,000feet Feet CHAPEL HILL, NORTH CAROLINA WADAMS

N THE EDGE
FIGURE 2. SOIL SURVEY EXHIBIT
0 250 500 1,000 PROJECT #: RAV -13000
1 inch = 500 feet Feet CHAPEL HILL, NORTH CAROLINA McADAMS

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I� \� ( I (l I �" 5. TOTAL PROPOSED JORDAN BUFFER IMPACTS ZONE 1 (1.67 ACRES)
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JURISDICTIONAL WETLAND
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 14
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:
®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number: NWP: 39 / GP: 3890
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ® No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
® Yes ❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 In
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:
The Edge
2b.
County:
Orange
2c.
Nearest municipality / town:
Chapel Hill
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Morris IV, LLC, Park West Investors, LLC, Robert Burnice Sparrow Revocable Trust &
Heirs of Grace P. Sparrow, Charles L. & Trillis H. Sparrow
3b.
Deed Book and Page No.
DB: 4797 PG: 49, 59; DB: 2048, PG: 422; DB: 4443, PG: 75; DB: 214, PG: 241
3c.
Responsible Party (for LLC if
applicable):
John B. Morris
Park West Investors /Morris IV, LLC
c/o Morris Commercial Inc.
3d.
Street address:
194 Finley Golf Course Road
3e. City, state, zip:
Chapel Hill, NC 27517
3f.
Telephone no.:
(919) 942 -1141
3g.
Fax no.:
3h.
Email address:
Page 1 of 14
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
Property Identification
4c. Business name
(if applicable):
1a.
4d. Street address:
9880071883, 9880076840, 9870990117, 9880084202,
9870987294,9870987045 v
4e. City, state, zip:
Latitude: 35.970821 N Longitude: - 79.066559 W
(DD.DDDDDD) (- DD.DDDDDD)
4f. Telephone no.:
Property size:
4g. Fax no.:
2.
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Kevin Yates
5b. Business name
(if applicable):
McAdams Company
5c. Street address:
P.O. Box 14005
5d. City, state, zip:
Research Triangle Park, NC 27709
5e. Telephone no.:
919 - 361 -5000
5f. Fax no.:
919 -361 -2269
5g. Email address:
[e-mail]
B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
9880071883, 9880076840, 9870990117, 9880084202,
9870987294,9870987045 v
1 b. Site coordinates (in decimal degrees):
Latitude: 35.970821 N Longitude: - 79.066559 W
(DD.DDDDDD) (- DD.DDDDDD)
1 c.
Property size:
54 acres of total 75 -acre assemblage of land owned by
Parkwood Investors /Morris IV, LLC et al.
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
proposed project:
Old Field Creek
2b.
Water Quality Classification of nearest receiving water:
C; NSW Stream index Number 16- 41 -1 -7
2c.
River basin:
Cape Fear/ HUC: 03030002
Page 2 of 14
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
The subject property is located along the northern side of Eubanks Road at the intersection of Eubanks Road
and Martin Luther King Jr. Boulevard, just south and west of Interstate 40 within the Town of Chapel Hill,
Orange County, North Carolina. The project area is 54 -acres of the total 75 -acre assemblage of land, currently
owned by Park West Investors /Morris IV, LLC et al., and will be developed by Northwood Ravin.
Approximately 70 percent of the subject property can be characterized as forested with a mix of loblolly pine
(Pinus taeda), tulip poplar (Liriodendron tulipifera), red maple (Acer rubrum), and oak species (Quercus sp.),
with an understory of blueberry (Vaccinium sp.), Chinese privet (Ligustrum sinense), and greenbrier (Smilax
sp.). The remainder of the property is maintained residential property, with a large Duke Power easement in the
northwest quadrant of the property. Land use within the vicinity is a mix of mainly residential to the south,
institutional /municipal to the west, and commercial to the east near the I -40 interchange.
The subject property drains to Old Field Creek, which is designated Class C/NSW and is a tributary to Jordan
Lake within the Cape Fear River basin (HUC 03030002). There is an intermittent stream feature which
originates in the southeast quadrant of the property, just north of Eubanks Road, and flows north for
approximately 594 linear feet before it becomes a designated perennial stream and continues to flow north
and west for 2,185 linear feet and off the property into Old Field Creek. This mapped stream feature is
depicted on the USGS quadrangle and Orange County Soils Survey map, and is therefore subject to the
Jordan Watershed Riparian Buffer Rules (Figures 1 & 2). This feature is also subject to the Town of Chapel
Hill Resource Conservation District boundary and its stream buffers (Figure 3). There are also two riparian
wetland areas adjacent to Stream "A" within the project boundary, wetlands "A" and "B ", that total 0.23
acres. A jurisdictional wetland and stream delineation performed by McAdams Company was field verified
by Mr. Craig Brown (USACE representative) on August 9, 2013. A Preliminary Jurisdictional Determination
was issued September 12, 2013 (AID 2013 - 01472). The NC Division of Water Resources (DWR) also field
verified the intermittent and perennial start points of Stream "A ", and documented their findings in a letter
dated December 17, 2012 (DWQ Project No. 12- 1063). The limits of the streams and wetlands have not
changed since these original determinations. See Figures 1 -3 and the enclosed documentation for existing
conditions.
Land use within the vicinity of the project is mainly residential, commercial, and light industrial, with some
forested areas in the vicinity of the project area.
Page 3 of 14
PCN Form — Version 1.3 December 10, 2008 Version

3b. List the total estimated acreage of all existing wetlands on the property:
Riparian: 0.23 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
2,185 I.f. of Perennial Stream / 594 I.f. of Intermittent Stream
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to provide residential, hospitality, office, and retail uses to Chapel Hill, Orange
County, NC.
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed mixed -use project known as The Edge is comprised of a 54 -acre project area within a 75 -acre
assemblage of land currently owned by Park West Investors /Morris IV, LLC et al., and will be developed by
Northwood Ravin. There is nothing currently planned for the remaining 21 acres of the assemblage. The Edge
will consist of 430 multi - family units, a hotel, 126,000 square feet of retail space, and 96,000 square feet of
office space. The proposed project will also include associated utilities, stormwater management, and roadway
improvements.
The entire site was designed to minimize impacts to aquatic resources while utilizing the remaining parcel.
The design is for a high density project within the project area, but all sedimentation and erosion control
measures will he imnlPmentPrl hPfnrP nnnctnictinn to minimi -ze rinnnff, A nPPtAvork of ctormwateer management
.1.,................. ..b.......
facilities will be strategically placed throughout the site to treat and detain storm flows coming from the site.
Although efforts have been made to avoid impacts to jurisdictional waters, there is one proposed road crossing
that would impact a wetland in the southeast portion of the property. The eastern ingress /egress entrance road
(Street 1) from Eubanks into the project is in a fixed location, and is required by NCDOT to extend a minimum
of 200 -feet into the site before it can begin to radiate to the west. Another design alternative would have brought
the road further to the north and parallel to the stream before it began to arc to the west, but it would have
impacted a higher quality section of the stream. The selected design includes a retaining wall on the
downstream end of the stream to reduce impacts to the buffer and jurisdictional waters. There are a total of 94
linear feet of stream impacts and 0.02 acres of riparian wetland impacts associated with the proposed roadway
within the project, while avoiding the remaining 2,779 linear feet of stream and 0.21 acres of riparian wetlands.
Typical construction equipment, such as a long -arm track -hoe, front end loader, and bush hog will be used for
the initial clearing.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
® Yes ❑ No ❑ Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
® Preliminary ❑ Final (UNKNOWN)
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: McAdams
Name (if known): George Buchholz
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
e A preliminary jurisdictional determination for the project was issued by Mr. Craig Brown, of the USACE on September 12, 2013
( USACE Action ID # SAW- 2013 - 01472).
e The NC Division of Water Resources (DWR) also field verified the intermittent and perennial start points of Stream "A ", and
documented their findings in a letter dated December 17, 2012 (DWQ Project No. 12- 1063).
Page 4 of 14
PCN Form — Version 1.3 December 10, 2008 Version

S. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 5of14
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1a. 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
Inset 1 (perm.)
Fill
(road)
riparian
® Yes
El No
® Corps
® DWQ
0.02 ac
2g. Total wetland impacts
0.02 ac
2h. Comments: (See Figure 4, Inset 1)
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.
T 3b.
3r.
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)
Inset 1 (perm.)
(road)
Stream Feature A
Int.
® Corps
ft
94
3h. Total stream and tributary impacts
94
3i. Comments: (See Figure 4, Inset 1)
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 Temporary
T
01 ❑P ❑T
02 ❑P ❑T
03 ❑ PEI T
04 ❑P ❑T
4f. Total open water impacts
N/A
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
Page 6 of 14
PCN Form -Version 1.3 December 10, 2008 Version

5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose of
(acres)
number
pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
N/A
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar - Pamlico ❑ Other:
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
6h. Total buffer impacts
6i. Comments:
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 streams and wetlands have been avoided and minimized to the maximum extent
practicable. There are a total of 94 linear feet of stream impacts and 0.02 acres of riparian wetland impacts
associated with the proposed roadway within the project, while avoiding the remaining 2,779 if of stream and
0.21 acres of riparian wetlands. There is only one proposed roadway impact associated with the project. The
eastern ingress /egress entrance road (Street 1) from Eubanks into the project is in a fixed location and is required
by NCDOT to travel a minimum of 200 -feet into the site before it can begin to radiate to the west. The road
crossing depicted in Inset 1 was aligned to cross the stream channel at a near perpendicular angle to minimize the
linear footage of stream and acreage of the linear wetland impacted. As stated previously, the road could have
been placed further to the north and parallel to the stream before it began to arc to the west, but it would have
impacted a higher quality section of the stream. The proposed alignment minimizes impacts to the higher quality
perennial stream section and the Town of Chapel Hill's Resource Conservation District (RCD). A retaining wall
is also proposed in this location to avoid impacting jurisdictional wetlands and riparian buffers.
Page 7 of 14
PCN Form — Version 1.3 December 10, 2008 Version

1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The design is for high density development, but all proper sedimentation and erosion control measures will be
implemented, and there is a network of stormwater management facilities strategically placed throughout the
site to treat and minimize runoff.
Proper sedimentation and erosion control methods will be utilized during all phases of construction and
installation, as described in the Erosion Control Plan sheets to be reviewed and approved by the NC Division
of Land Quality and /or Orange County Erosion Control. All work will take place during dry conditions and
can be facilitated from high, non jurisdictional, stable ground adjacent to the shoreline. The contractor shall
install silt fence, inlet protection, sediment traps, diversion ditches, tree protection, and other measures as
shown on the erosion control plans, clearing only as necessary to install these devices. All erosion and
sediment control measures will be checked for stability and operation following every runoff producing
rainfall, but in no case less than once every week. Any needed repairs will be made immediately to maintain
all measures designed. An erosion control inspections report is required and will be kept by the owner's
representative.
All slopes shall be graded no steeper than the angle that can be retained by vegetative cover or other
adequate erosion control devices or structures. No material for construction will be placed in wetlands,
streams, or Jordan Buffers at any time. Excavation will be limited to the area necessary for site preparation;
all excavated material will be placed and retained on high ground above the flood pool elevation. All
excavated material will be placed landward of the normal pool elevation contour on high ground and
confined by adequate dikes or other retaining structures to prevent erosion and sedimentation into adjacent
waters, wetlands, or Jordan Buffers.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
0 Yes ❑ No
There is less than 1 /10 of an acre and 94 linear feet
of intermittent stream channel of total impacts to
2a. Does the project require Compensatory Mitigation for impacts
waters of the U.S. on the entire 54 -acre site. The
to Waters of the U.S. or Waters of the State?
applicant proposes mitigation in the form of
avoidance and minimization to waters of the U.S.;
however, if stream mitigation is required, the
applicant has reserved 188 stream mitigation units
and 0.04 wetland mitigation units with the NCEEP.
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:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
Page 8 of 14
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:
188 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:
0.04 acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments: The applicant proposes mitigation in the form of avoidance and minimization to waters of the
U.S.; however, if stream mitigation is required, the applicant has reserved 188 stream mitigation units and 0.04
wetland mitigation units with the NCEEP.
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.
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).
6h. Comments: Per the Jordan Watershed Riparian Buffer Rules LUMO Section 5.18 Table of Uses the proposed
acitivities are deemed an allowable use.
Page 9 of 14
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.
Comments:
The proposed project is located within the Jordan Lake watershed and will
be subject to the Jordan Lake Riparian Buffer Rules. Multiple stormwater
® Yes ❑ No
management facilities with level spreaders are proposed for use on this site.
The proposed stormwater management facilities are designed in accordance
with the N.C. Stormwater Best Management Practices manual (NCDENR).
Page 10 of 14
PCN Form — Version 1.3 December 10, 2008 Version

2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
New Proposed Impervious: 70%
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 proposed development is located within the Jordan Lake watershed and within the Cape Fear river basin,
and will be subject to the stormwater management requirements set forth in the Town of Chapel Hill LUMO
sections, 5.4.6. General Performance Criteria for Stormwater Management and 5.19.7. Design and
Performance Standards for Stormwater Management.
There will be four (4) stormwater management facilities to service the proposed project. These facilities will
function as "dual- purposed facilities" by providing reduction in TN- export and by providing detention such
that the pre- development peak flow rates are no greater than post - development peak flow rates in the 1 -, 2 -,
and 25 -year design storm events.
Peak Runoff Control Requirements
The proposed project will result in a significant increase in peak flow rates. To mitigate this impact, the
proposed facilities have been sized such that post- development peak flow rates are no greater than pre -
development levels in the 1 -, 2 -, and 25 -year storm events.
Pollutant and Nutrient Control Requirements
The stormwater facilities onsite are designed such that they achieve 90% TSS removal. Furthermore, each
facility is designed with a level spreader / vegetated filter system to appropriately discharge the one (1) inch
water quality storm safely into the buffers onsite. Calculations are provided detailing the loading rates
resulting from the proposed development. The anticipated development results in a nitrogen and phosphorous
loading rate higher than that allowed; therefore, an offset payment to a private mitigation bank and /or NCEEP
is required.
A copy of the final stormwater management plan and approval letter from the Town of Chapel Hill will be
provided to NCDWR upon approval.
® 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?
Town of Chapel Hill
❑ Phase II
3b. Which of the following locally - implemented stormwater management programs
® NSW
El 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?
Page 11 of 14
PCN Form — Version 1.3 December 10, 2008 Version

4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state - implemented stormwater management programs apply
❑ 0 R
(check all that apply):
❑ Session Law 2006 -246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes
® No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
® Yes
❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
® Yes
❑ No
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?
i b.
if you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA /SEPA)?
1c.
If you answered "yes" to the above, has the document revie,,r., been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
is this an after - the -fact permit application?
❑ Yes
® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The proposed project is a single and complete project with appropriate land use control and stormwater
measures in place for specific areas which require them.
Page 12 of 14
PCN Form — Version 1.3 December 10, 2008 Version

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.
Waste water will be directed into an existing Town of Chapel Hill maintained sewer line.
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?
The USFWS web page (http: / /www.fws.gov /endan eg red /) and the Natural Heritage virtual workroom
(http: / /www.ncnhp.org /web /nhp /nhp -map- viewer) were accessed on June 4, 2014 to determine if the
project would impact Endangered Species or Designated Critical Habitat. Based on this research, the red -
cockaded woodpecker (Picoides borealis), dwarf wedgemussel (Alasmidonta heterodon), smooth
coneflower (Echinacea laevigata), and Michaux's sumac (Rhus michauxii) are federally listed species that
occur in Orange County. Based on field inspections, it is believed that no adverse impacts to threatened
and endangered species and their known habitat will occur due to the construction of the proposed project.
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?
An interactive map called the Essential Fish Habitat (EFH) Mapper
(http://www.habitat.noaa.gov/protection/efh/efbmUner/) was accessed on June 4, 2014 to determine if the
project will impact Essential Fish Habitat.
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?
A review of the North Carolina State Historic Preservation Office interactive map, which shows the
locations of properties and districts in Orange County, North Carolina entered in the National Register of
Historic Places (http: / /gis.ncdcr.gov /hpoweb /) was conducted on June 4, 2014. It did not reveal any listing
within the project area. It is believed the proposed project will not occur in or near an area that has been
designated as having historic or cultural preservation status by the state, federal, or tribal governments.
Page 13 of 14
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, explain how project meets FEMA requirements: This project will be designed to meet FEMA requirements
and reviewed by the local delegated Floodplain Manager within the Town of Chapel Hill.
8c. What source(s) did you use to make the floodplain determination? North Carolina Flood Insurance Rate Map Panel
9870 shows approximately 0.08 acres of 100 -year floodplain and 0.10 acres of 500 -year floodplain
located at the northwest edge of the subject property. There are no floodways on the subject property.
Kevin Yates
c
G7�Y1/
Date
Applicant/Agent's Printed Name
Applicant /A ent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 14 of 14
PCN Form —Version 1.3 December 10, 2008 Version

Project/Site: //
Applicant/Owner:
Investigator(s): _
WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
City /County: p j' /�f s�i, I Sampling Date
w Sampling _j
State. Sam lin Point:
Section, Township, Range:
Landform (hilislope, terrace, etc.): Local relief (concave, convex, none) Slope ( %): _
Subregion (LRR or MLRA): Lat 4`l f —Long:—
�. n "D Datum: 11 1
Soil Map Unit Name : ­ t'J`- f r �i - _ NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes N� o (If no, explain in Remarks.)
Are Vegetation , Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes IzNo
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.
I lydrophytic Vegetation Present? Yes 1 No Is the Sampled Area
Hydric Soil Present? Yes � No within a Wetland? Yes No
Wetland Hydrology Present? Yes No
Remarks:
Y_
f
1 tP j, 4
ealt l 01yt .fit.11 ;1,
r
J t (i a' i
.
"+ ' `,..a t,, : �a=
$ 3 �. t i "_'> t° /
t/Surface Water (Al)
_ True Aquatic Plants (B14)
_ Sparsely Vegetated Concave Surface (B8)
i h Water Table (A2)
Hydrogen Sulfide Odor (Cl)
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)
t/Surface Water (Al)
_ True Aquatic Plants (B14)
_ Sparsely Vegetated Concave Surface (B8)
i h Water Table (A2)
Hydrogen Sulfide Odor (Cl)
_ Drainage Patterns (B10)
� . ration (A3)
�- xidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (B16)
✓ Water Marks (61)
— Presence of Reduced iron (C4)
_ Dry - Season Water Table (C2)
Sediment Deposits (82)
_ 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 (01)
_ Iron Deposits (65)
_ Geomorphic Position (D2)
____ Inundation Visible on Aerial Imagery (B7)
-,_, Shallow Aquitard (D3)
Water - Stained Leaves (89)
Microtopographic Relief (D4)
_ Aquatic Fauna (B13)
k FAC- Neutral Test (D5)�J
Field Observations:°
�
g
�Id
Surface Water Present? Yes No
Depth (inches)x
Water Table Present? Yes `No
Depth (inches) ?(t)
Saturation Present? Yes No
Depth (inches): t ^tom
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 – Version 2.0

VEGETATION (Five Strata) - Use scientific names of plants.
Sampling Point: 1,
Absolute Dominant Indicator
Dominance Test worksheet:
Tree
Stratum (Plat size( , ) °h Cover S � ecies7 Status
r a r
Number of Dominant Species
A
1
ti If+ E "mss ;
That Are OBL, FACW, or FAC. (A)
2I
Total Number of Dominant i
Species Across All Strata:
3.
4.
Percent of Dominant Species
5.
- �- - --
That Are OBL, FACW, O F F AG: I r (AIB)
=Total Cover
Prevalence Index worksheet:
_ ry
P
Total % Cover of: Multiply bv-
50% of total cover: L 20% of total cover: _#
p
C7PL species x 1 =
Sapling Stratum (Plot size: 1 }
�
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
2
L
t - - -r --
UPL species x 5 -
4.
Column Totals: (A) (B)
5.
Prevalence Index B/A T
6,
= Iota Cover
Hydrophytic Vegetation Indicators;
50% of total covers,!_ 20% of total cover: —�-
�1 - apid Test for Hydrophytic Vegetation
Shrub Stratum, (Plot size: !� 7
2 •Dominance Test is >50 °!°
3 - Prevalence index is ss.0
1 Lf e
4 • Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
- M
3'
Problematic Hydrophytic Vegetation' (Explain)
4.
5.
'indicators of hydric sail and wetland hydrology must
6.
_a — _ --
be present, unless disturbed or problematic.
-��-
2 = Total Cover
Definitions of Five Vegetation Strata:
09h of total cover: 12 L 20% of total cover.
Tree - Woody plants, excluding woody vines,
Herb Stratum (Plot size —.)- _
approximately 20 it (6 m) or more in height and 3 in.
larger diameter breast height (DBH),
r j
(7.6 cm) or In at
Sapling - Woody plants, excluding woody vines,
2 4 X C (r`i 44 11) a r ,rtl r
-- `—
3
�� -3t ( "n- ^ ¢. �`,�� .� . ,7111 I t t -i ,,t ° --- %:
approximately 20 It (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
4.
S.
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
6
7.
Herb - All herbaceous (non - woody) plants, including
$
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
91
ft (1 m) in height.
10.
Woody vine - All woody vines, regardless of height.
11.
Total Cover
50% 0 total cover: ° 20% of total cover:
Woody Vine Stratum {Plot size: � )
�`
'I `tjt S-R 4 i `s, ja ff
X P
4,
5'
Hydrophytic
= Total Cover
vegetation t
Present? Yes l No
50% of total cover: 20% of total cover:
Remarks: (Include photo numbers here or on a separate sheet.)
US army Corps of Engineers Eastern Mountains and Piedmont - version 2.0

SOIL
depth needed to document the indicator or
Sampling Point.
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type Loci Texture Remarks
D= Depletion. RM= Reduced Matrix. MS= Masked Sand Grains.
Hydric Soil Indicators:
Histosol (Al)
— Histic Epipedon (A2)
Black Histic (A3)
_ Hydrogen Sulfide (A4)
_, Stratified Layers (AS)
_ 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)
Type:
Depth (inches):
_ Dark Surface (S7)
PDlyvalue 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 (1`12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 136, 122)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
— Red Parent Material (F21) (MLRA 127, 147)
Indicators for Problematic Hydric So
2 cm Muck (A10) (MLRA 147)
Coast Prairie Redox (A16)
(MLRA 147, 148)
_ Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
Very Shallow Dark Surface (TF12)
_ Other (Explain in Remarks)
'Indicators 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 – Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern, Mountains and Piedmont Region
� ,g
Project(SUe % fff_ z­/,x6 :` lk rsl CitylCounty: t d,u =xN %� L Sampling Date: r
A Pp IicantlOwner: + t,t r ,.) State: Sam p lin g Point:
Investigator(s): HPC Section, Township, Range:
Landform (hillslope, terrace, etc.): �J Local relief (concave, convex, none): Slope (%):
Subregion (LRR or MLRA ): iLat: � � � Long: — `I OO Datum:
Soil Map Unit Name: NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes <_121 No (Ir 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, transacts, important features, etc.
Hydrophytic Vegetation Present? Yes No Is the Sampled Area 3
Hydric Soil Present? Yes No= within a Wetland? Yes No
Welland Hydrology Present? Yes No
t
o'!
i tf.�• �''?,.'�" f c,*1 _ "s _ re e r'` `V, a I /,) f( % &�_�.�.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators minimum of two re wired
Primary Indicators (minimum of one is required; check all that apply)
_ Surface Soil Cracks (136)
_ Surface Water (Al)
_ True Aquatic Plants (1314)
u 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 (B16)
_ Water Marks (131)
_ Presence of Reduced Iron (C4)
_ Dry - Season Water Table (C2)
_ Sediment Deposits (B2)
_ 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 (131)
_ Iron Deposits (135)
Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
_ Shallow Aquitard (D3)
_ Water- Stained Leaves (139)
„ Microtopographic Relief (D4)
_ Aquatic Fauna (1313)
_ 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 – Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Sampling Point: ——
Absolute
O/C
Dominant Indicator
St
Dominance Test worksheet:
Tree S a urn (Plot size: )
)
S ecies? tus
`:.: /
Number of Dominant Species )
That Are OBL, FACW, or FAC: t ` `° — (A)
aa
Total Number of Dominant
3 , .€ _ � .. � , ; °r
t
ev + {:
Species Across All Strata: (8)
r
Y
4'
Percent of Dominant Species.
That Are UBt., FACW, or FAC: ?F f
6.
--
- Total Cover
-"
Prevalence1ndex worksheet:
�
Total % Cover of: Multiply by:
50% pf total cover r` ? 20% of
Sapling Stratum (Plot size: y
total cover:-- = -
OBL species x 3 =
P1
P
FACW species .' x 2
2 .. t 1 l +� it
..
�—
FAC species x I -��
4
-_—
FACU species_ x =
5 ?
UPL species x -
4
Column Totals: (A) I 1 (B)
5.
g
Prevalence Index = BIA = 1
�=
Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover: ; 20% of
total cover:
_ 1 - Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: ! )
_ 2 - Dominance Test is >50 %°',
�,
�. ,y� �J
`"7 r
g�.
_ 3 . Prevalence index t3 �J 0 f 5 $
4 - Morphological Adaptations' (Provide supporting
2.
eat
—
„ t. r f
3. (�_ iar �f'.
) a t
data m Remarks or on a separate sheet)
aiJ -
— (�� 1�
Problematic Hydrophytic Vegetation' (Explain)
4.
5.
Indicators of hydric soil and wetland hydrology must
6.
be present, unless disturbed or problematic.
�
=Total Cover
Definitions of trove Vegetation Strata:
q�
50°!° of total cover: E 20% of
total cover:__,"? _
Tree - Woody plants, excluding woody vines,
Herb Stratum (Plot size 1� �)
m
approximately 20 it (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
2. I
3
4.
Shrub - Woody plants, excluding woody vines,
5,
approximately 3 to 20 ft (1 to 6 m) in height.
6
Herb - All herbaceous (non- woody) plants, including
herbaceous vines, regardless of size, and woody
7.
8
plants, except woody vines, less than approximately 3
9.
it (1 m) in height.
10.
Woody vine -Ail woody vines, regardless of height.
11.
Total Cover
50% of. iota! cover: f • 20% of total cover:_
Woodv Vine Stratum (Plot size }
2.
3.
4.
5.
Total Cover
Hydrophytic
Vegetation
50% of total cover: J s 20% of total cover:
Present? Yes No r
Remarks: (include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL
to the depth needed to
Depth Matrix
(inches) Color moist %
_ Histosol (Al)
— Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2)
~_
fi
_ Coast Prairie Redox (A16)
or
Redox Features
Color (moist) °/9_ Tve LOr
Sampling Point:
Texture Remarks
'Tvoe: C= Concentration, D= Depletion, RM= Reduced Matrix, MS= Masked Sand Grains. zLocation: 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 (172)
u_ Piedmont Floodplain Soils (F19)
Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A1o) (LRR N)
— Redox Dark Surface (F6)
_ Very Shallow Dark Surface (TF12)
— Depleted Below Dark Surface (A11)
^ Depleted Dark Surface (F7)
Other (Explain in Remarks)
Thick Dark Surface (Al2)
^ Redox Depressions (F8)
_ Sandy Mucky Mineral (S7) (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)
_ Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problernaft.
Type:
Depth (inches):
Remarks:
Hydric Soil Present? Yes No
US Army Corps of Engineers Eastern Mountains and Piedmont -- Version 2.0

•�"'`:`
NCDEEIR
North Carolina Department of Environment and Natural Resources
Pat McCrory Michael Ellison, Director Join E. Skvarla, III
Governor Ecosystem Enhancement Program Secretary
July 17, 2014
John Morris
Park West Investors /Morris IV, LLC
194 Finley Golf Course Road
Chapel Hill, NC 27517 Expiration of Acceptance: January 17, 2015
Project: The Edge County: Orange
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please
note that this decision does not assure that participation in the NCEEP will be approved by the permit issuing agencies as mitigation
for praiect impacts. It is the responsibility of the applicant to contact these agencies to determine if payment to the NCEEP will be
approved. You must also comMy with all other state, federal or local government permits. regulations or authorizations associated
with the proposed activity including SL 2009 -337: An Act to Promote the Use of Compensatory Mitigation Banks as amended by
S.L. 2011 -343.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit /401 Certification /CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In-
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you in your request to use the NCEEP, the impacts that may require compensatory mitigation
are summarized in the following table. The amount of mitigation required and assigned to NCEEP for this impact is determined by
pen itting agencies and may exceed the impact amounts shown below.
Impact
River
CU
Stream (feet)
Wetlands (acres)
Buffer I
Buffer 11
Basin
Location
(Sq. Ft.)
(Sq. Ft.)
Cold
Cool
Warm
Riparian
Non-Riparian
Coastal Marsh
Cape Fear
03030002
0
0
188
Up to
0
0
0
0
0.25
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. The mitigation will be performed
in accordance with the N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program In -Lieu Fee
Instrument dated July 28, 2010.
Thank you for your interest in the NCEEP. If you have any questions or need additional information, please contact Kelly Williams at
(919) 707 -8915.
Sincerely,
James. tanfill
Asset Management Supervisor
cc: Karen Higgins, NCDWR Wetlands /401 Unit
Craig Brown, USACE - Raleigh
Kelly Roth, agent
File
1652 Mail Service Center, Raleigh, North Carolina 27699 -1652
Phone: [phone] Internet: www.ncdenr.gov
An Equal opportunity t Affirmative Action Employer - Made in pan by recycled paper

T-t-V oL /�
U.S. ARMY CORPS OF ENGINEERS ^
WILMINGTON DISTRICT
Action Id. SAW- 2013 -01472 County: Orange U.S.G.S. Quad: NC- CHAPEL HILL
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: John B. Morris
Park West Investors /Morris IV, LLC
Address: c/o Morris Commercial Inc
194 Finley Golf Course Road
Chanel Hill, NC, 27517
Telephone Number: (919)942 -1141
Size (acres) 48.50 acres
Nearest Waterway Old Field Creek
USGS HUC 3030002
Nearest Town Chanel Hill
River Basin Haw. North Carolina.
Coordinates Latitude: 35.973159
Longitude: - 79.070829
Location description: This Preliminary Jurisdictional Determination (JD) is for four properties located between
Interstate 40 and Millhouse Road and north of Eubank Road, in Chapel Hill, Orange County, North Carolina. The
property PIN's and their acreage included in this JD: 99880084202 (30.52 acres), 9880071883 (1.97acres), 9880076840
(1.97 acres), 9870990117 (14.09 acres).
Indicate Which of the Following Apply:
A. Preliminary Determination
X Based on preliminary information, there may be waters of the U.S. including wetlands on the above described property.
We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33
CFR Part 331). If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district
for further instruction. Also, you may provide new information for further consideration by the Corps to reevaluate the
JD.
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on . Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
Page 1 of 2

There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
The property is located in one of the 20 Coastal Commies suaiect to regulation under the Coastal Area Management .Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at (252) 803 -2808 to
determine their requirements.
Placement of dredged or fill material within waters of the US and /or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and /or the Corps regulatory program, please contact Craig Brown at 919 -554 -4884 x35 or
Craig .J.Brown(a),usace.army.mil.
C. Basis For Determination: Jurisdictional Determination done on 08/109/2013 by Craig .gown tUSACE). The
site exhibits wetland criteria as defined in the 1987 Corns Wetland Delineation Manual and appropriate Regional
Supplement. The stream indicated an Ordinary High Water Mark and distinct bed and bank features.
D. Remarks: The properties and wetlands and streams on these properties which may be jurisdictional are shown
on the attached map labeled: "The Edge /Eubanks Road; Fi Igure 3. Wetland Stream Delineation Exhibit ".
E. Attention USDA Program Participants
This delincation /determination has been conducted to identity the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delincation /determination may not be valid for the wetland conservation
provisions of the Food Security Act of '1985. If you or your tenant are USDA .Program participants, or anticipate participation
in 11JtJA programs, you snOnld req't►est. a Ceiiltrc'.it tvcuairu tf;terinnrrratroii ironi the clocal ofircc of the Natural Re5vuri. °vS
Conservation Service, prior to starting work.
P. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street S W, Room f OM 15
Atlanta, Georgia 30303 -8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by N/A (this is a Preliminary JD).
* *It is not necessary to submit an RFA form to the Division Office if you do not object to die determination in this
correspondence. * * /1 /-,
Corps Regulatory Official:
Date: September 12, 2013 Expiration Date: N/A (this is a Preliminary JD)

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit .11survey.html to
complete the survey online.
Copy furnished:
Agent:
George Buchholz
McAdams Company
2905 Meridian Parkway_
Durham North Carolina 27713
(919) 287 -0890
Attachment: "The Edge /Eubanks Road; Eif,,ua•c 3. Wetland Stream Delineation Exhibit"

1{ \ 1 \ \�\\�\, o
j llftl If !111'1 !I l
'_{ T.
If
v 111 ` / - /, % f f ! •tom -._ aA A \V
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'�-'• -'i -= � \\ ,\ / J �� / s�•'�// / /! /!)�I)jF�1 "'J�1 / /r�! // /r_ `� \ \ \,,\ \ \\ 11 F111
It
th
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%1 /� %!. -• -% /! l,_ � �- .� +1I \� _ __�-�'+. \\ � _- • --�``�
I i sr jl "--J / / J / /;�,r fl {.�r f^ I / ~!•'' � —'` \�1-- / � 1! F 1 � .r!/ jJii
/ /�
(tip C�AU
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n o N ga r n �a Id
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ty O
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- "-`, VA,!-,2DD0
'�HEi, EDGE / EUBANKS ROD
NU�.a
mxxnxe;RAV13D00X.DWG
-1.
FIGURE 3. WL"I7.AND /STREAM DELINEATION EXHIBIT
.tam+e Na.:60Y.tl
Z01
r~ = 3DD'
CHAPEL HIM TOWN3}IIP. ORANGE COUNTY. NOrM1 CAROLINA
MCADAMS
� „'�" ,x""
o..ra� D7 -18 -33

Applicant: EcoEngincering
George Buchholz
taile Number: SAW- ZU1J -U14r6 Mate: oepremuei- ia, aviJ
Attached is:
See Section below
❑
INITIAL PROFFERED PERMIT (Standard Permit or Letter of ermission)
A
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
PERMIT DENIAL
_ C
❑
APPROVED JURISDICTIONAL DETERMINATION
D
®
PRELIMINARY JURISDICTIONAL DETERMINATION
E
A: INITIAL PROFFERED PERMIT: You may accept or° object to the hermit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section 11 of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a better of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved .1D under the Corps of Engineers
Administrative Appeal Process by completing Section 11 of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary J.D. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
t �.
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum far the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the Iocation of information that is already in the administrative
record.
?t� N01 GQiTACTQl2 ' LTESTO?S ORrINi C)RMA I IOI`i.._, ._ ', K77�� �...
Tf you ha»v. e rn , vet4.i . r re bardzn� this de , s' i;i a +c! or t r11 y_. v.0 .
U111y crave questions regarding the appeal process you may
appeal process you may contact: also contact:
District Engineer, Wilmington Regulatory Division, Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Craig Brown CESAD -PDO
+ a....g,a a +l.gt+Et6lVd,' a•icxaa vff}Ce J.J. Army Corps OI Engineers, SOUL }1 Atlantic DtVtSron
3331 Heritage Trade Drive, Suite 105 60 Forsyth Street, Room IOM15
Wake Forest, North Carolina 27587 Atlanta, Georgia 30303 -8801
Phone: [phone]
RIGIIT OF-ENTRY: Your signature below grants the right of entry #o Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the o ortuni to participate in all site investigations.
Date: Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Craig Brown, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303 -8801
Phone: [phone]

ATTACHMENT
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): January 13, 2011
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
George Buchholz, The John R. McAdams Compnay, 2905 Meridian Parkway,
Durham, NC 27713
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The
Edge/Eubanks Road project is a proposed mixed use development consisting of
residential, office, retail, and hotel located along the northern side of Eubanks Road at the
intersection of Eubanks Road and Martin Luther King Jr. Boulevard in Chapel Hill,
North Carolina within Orange County. The subject property is located adjacent to the
west of Interstate 40.
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES
AT DIFFERENT SITES)
State: N C County/parish/borough: Orange City: Chapel Hill
Center coordinates of site (lat/long in degree decimal format): Lat.
35.970821 0 N, Long. 79.0665590 W.
Universal Transverse Mercator:
Name of nearest waterbody: Old Field Creek
Identify (estimate) amount of waters in the review area:
Non-wetland waters: 791 linear feet: 2 width (ft) and/or 0.036 acres.
Cowardin Class: Riverine
Stream Flow: Intermittent
Non-wetland waters: 401 linear feet: 3 width (ft) and/or 0,027 acres,
Cowardin Class: Riverine
Stream Flow: Perennial
Wetlands: 0.147 acres.
Cowardin Class: Forested
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal:
Non-Tidal:

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination. Date:
Field Determination. Date(s): August 9, 2013
1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre-construction notification" (PCN), or requests verification for a non-reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual pert-nit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
2

to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
This preliminary JD finds that there "may be" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply
- checked items should be included in case file and, where checked and
requested, appropriately reference sources below):
0 Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant:
Z Data sheets prepared /submitted by or on behalf of the
applicant/consultant.
❑ Office concurs with data sheets /delineation report.
❑ Office does not concur with data sheets /delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
® USGS 8 and 12 digit HUG maps. 03030002
® U.S. Geological Survey map(s). Cite scale & quad name: Chapel Hill.
® USDA Natural Resources Conservation Service Soil Survey. Citation:
Orange County; Sheet 26.
❑ National wetlands inventory map(s). Cite name:
❑ State /Local wetland inventory map(s):
❑ FEMA /FIRM maps:
❑ 100 -year Floodplain Elevation is:
of 1929)
(National Geodectic Vertical Datum
❑ Photographs: ❑ Aerial (Name & Date):
or ❑ Other (Name & Date):
❑ Previous determination (s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not
necessarily been verified by the Corps and should not be relied upon for
later jurisdictional determinations.
�-�g—na - I I 0lSign �ure and date of e and date of

Regulatory Project Manager
(REQUIRED)
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

C-AKAMI r-
NIVII
Estimated
amount of
Class of
Site
Latitude
Longitude
Cowardin
aquatic
aquatic
number
Class
resource in
resource
review area
--St—ream
35.97-3759
79.070126
R3UBI
401 linear feet
section 404 —
Feature
stream; non-
A
wetland
Stream
35.970846
79.065054
R4UB2
791 linear feet
section 404 —
Feature
stream', non-
A
wetland
Wetland
35.973616
79.069924
PF04a
0.14 AC (6,356
section 404 —
Feature
SF)
wetland
A
Wetland
35.970287
79.064813
PF04a
0.007 AC (343
section 404 —
Feature
SF)
wetland
D