20090735 Ver 1_401 Application_20090609

I I
coEngineering
A division of The John R. McAdams Company, Inc.
LETTER OF TRANSMITTAL
To: Mr. Ian McMillan
Date:
DWQ Raleigh Regional Office
3800 Barrett Drive
Raleigh, North Carolina 27609
919-791-4200
Re: Corbinton Commons Job No.
Re: NOV - 2009 - PC - 0395
401 PCN application
I am sending you the following item(s):
COPIES DATE NO. DESCRIPTION
1 NOV letter dated: 2009-PC-0395
1 Response to NOV letter Comments 1-8
1 Corbinton Commons Restoration Plan/Planting Plan/
Before & After Pictures
1 Restoration Plan Reference Ma
1 Orange County Land Disturbance Permit / Erosion
Control Plans
3 PCN Cover Letter / PCN / Impact Exhibits / Stormwater
Plans-Notebooks / Co of USACE NWP 39
These are transmitted as checked below:
? As requested ? For your use
El For approval ?
F] For review and comment El
Remarks:
Copy to: Signed:
Kevin Yates
Project Manager
FOR INTERNAL USE ONLY
? Copy Letter of Transmittal Only to File
® Copy Entire Document to File
09'0 735
June 29, 2009
** HAND DELIVER
EYC-06010
J&N '?00S
r r819 2905 Meridian Parkway, Durham, North Carolina 27713

PO Box 14005, RTP, North Carolina 27709
EcoEngineering
A division of The John R. McAdams Company, Inc.
June 29, 2009
Mr. Ian McMillan
401 Coordinator
DWQ 401 Unit
2321 Crabtree Blvd., Suite 250
Raleigh, North Carolina 27604
Re: Corbinton Commons - Notice of Violation
Hillsborough, North Carolina
EYC-06010
Dear Mr. McMillan:
On behalf of EYC Investments, LLC, we are applying for a Nationwide
Permit 39 (NWP 39) for impacts to waters of the U.S to facilitate the
construction of an assisted living/residential complex in Hillsborough, North
Carolina. The 40.1-acre project site is located within the Neuse River basin
approximately 75-feet south of the intersection of US Highway 70 and Gwen
Road in Orange County, North Carolina. Access to the project site can be
achieved via US Highway 70, from the terminus of Caine Street and East
Corbin Street. Please find enclosed for your review the following items:
- Agent Authorization Form
- Three (3) copies of the Jurisdictional Wetland Delineation Plat survey
Jurisdictional Compliance Memo
- Pre-Construction Notification
- Hillsborough USGS Quad (Figure 1)
- Orange County Soil Survey (Figure 2)
- Overall Site Plan
- Insets 1 - 2
- Schematic Box Culvert Extension Cross Section
JURISDICTIONAL DETERMINATION
A jurisdictional delineation was conducted by Soil and Environmental
Consultants, PA. Mr. Andrew Williams (USACE, Wilmington District -
Raleigh Field Office) field verified on February 27, 2007 the jurisdictional
delineation. The John R. McAdams Company surveyed the wetland
delineation and prepared a survey plat for USACE signature (please see
attached 3 copies). The applicant does not request the USACE to evaluate the
project site using the Rapanos guidance as indicated in the attached
Research Triangle Park, NC
Post Office Box 14005 Jurisdictional Compliance Memo (please see attached memo). The applicant
Research Triangle Park, requests the USACE to evaluate the project site using pre-Rapanos guidance
North Carolina 27709 and requests signature of the attached surveyed wetland delineation plats.
2905 Meridian Parkway
Durham, North Carolina 27713
800-733-5646
919-287-4262
919-361-2269 Fax
wwwecoengrcom Design Services Focused On Client Success
EcoEngineering
A division of The John R. McAdams Company, Inc.
Mr. Ian McMillan
Corbinton Commons
June 29, 2009
Page 2
PROPOSED PROJECT & IMPACTS
The Corbington Commons project is an assisted living/residential complex
which will include medical and recreational facilities, as well as office
buildings (see Overall Site Plan). Construction will include roads, sidewalks,
utilities, amenities other infrastructure associated with the development. US
Highway 70 is to be widened to accommodate a center turn lane due to the
increased traffic projected by the Traffic Impact Analysis (TIA). As a result,
an existing culvert located along US Highway 70 requires extension. The
culvert extension is required to meet the City of Hillsborough hydraulic
standards which are set by NCDOT. Currently under construction are a road, a
forcemain, and a public trail crossing which will provide connectivity between
the medical and facilities located in the eastern section of the project to
residential areas located in the western section. The sewer forcemain will tie
into an existing City of Hillsborough sewer easement.
Previous Impacts Under 2002 NWP's:
Originally, construction of Corbinton Commons entailed a road crossing
which consisted of two span structures and directionally drilling a foremain
(see Inset 1). In addition, there is a footbridge crossing located in the southern
section of project site (see Inset 2). Under the assumption of the now expired
Nationwide Permit 39 (issued January 15, 2002; expired March 19, 2007)
thresholds; construction drawings were submitted to the City of Hillsborough
for approval in November, 2006 (final approval in October, 2007). Erosion
controls plans for the project were approved by the City of Hillsborough on
January 3, 2007. The applicant began soliciting bids for construction of the
project on January 24, 2007 and a preconstruction meeting was held in March
7, 2007. Construction commenced for the road crossing consisting of two span
structures and directional drilling the forcemain and pump station. Corbinton
Commons internal roadway network will be maintained by the City of
Hillsborough; and therefore, the two span structures will be public right-of-
way maintained by the City of Hillsborough.
Proposed Impacts Under 2007 NWP's:
Due to the widening of US Highway 70, and the need to meet NCDOT
hydraulic standards, an existing culvert will be extended permanently filling
86 linear feet of jurisdictional stream channel (see Inset 1). Construction
activities to extend the culvert have not commenced. The culvert will consist
of reinforced concrete pipes, headwalls, and dissipater pad.
EcoEngineering
A division of The John R. McAdams Company, Inc.
Mr. Ian McMillan
Corbinton Commons
June 29, 2009
Page 3
Table 1, below, summarizes the total impacts to Waters of U.S. associated
with Corbinton Commons for both impacts performed under the 2002 NWP's
and impacts proposed under the 2007 NWP's.
Table 1. Cumulative Im acts to Waters of US Previous and Proposed).
2002 -NWP's .2007- NWP's Combined Combined Waters
Previous Proposed
Stream Impact of U.S. Impact
Stream Impact 0 86 If 861f 0.1118 ac
Stream Impact
0 0.03 ac
(acres)
Wetland Impact 0.08 ac 0.02
(acres)
Open Water 0 0
Impact (acres)
The project site is located within the Neuse River Basin, and therefore, Neuse
River Buffer Rules are applicable. The Corbinton Commons project impacts
Neuse River Buffer in four areas. Table 2, below, summarizes impacts to
Neuse River Buffer associated with the project.
Table 2. Neuse River Buffer Imnacts.
Impact Zone 1 Zone 2
Road Crossing 2,955 2,281
Greenway/Hiking
Trail 682 503
Culvert 2,113 5,146
Forcemain 1,206 805
TOTAL 6,956 8,735
IMPACT JUSTIFICATION (AVOIDANCE MINIMIZATION)
The entire project was designed to avoid and minimize impacts to wetlands
and streams while utilizing the remaining areas for development. Proper
sedimentation and erosion control methods will be utilized during
construction. In addition, according to the Neuse River Basin Riparian Buffer
Rules Table of Uses, the projects' buffer impacts are allowable without
mitigation.
EcoEngineering
A division of The John R. McAdams Company, Inc.
Mr. Ian McMillan
Corbinton Commons
June 29, 2009
Page 4
Previous Impacts Under 2002 NWP's:
Public Right-Of-Way Span Structures & Footbridge Spans
The unnamed tributary to Eno River splits the property; separating the eastern
section of the property from the western section. The Corbington Commons
project is an assisted living/residential complex which requires access by
medical vehicles throughout the project site. Design options were analyzed
which avoided and minimized impacts to stream and wetland features and
provided the necessary road access between the eastern and western sections
of the property. O my one (1) road crossing has been designed; avoiding
additional stream and wetland impacts. To avoid stream impacts, the public
right-of-way road structure will cross the stream channel near perpendicular
and be a span structure. Since road crossings were reduced to one (1) span
structure across the stream and wetland features, a measure to provide
continuity within the Corbinton Commons project in the form of a public trail
system was designed and consisted of a footbridge span across the stream
channel located within the southern section of the project. The footbridge span
structure has been aligned near perpendicularly across the stream channel. The
pump station had to be located Additional avoidance measures were applied to
the forecmain design. The sewer forcemain has been aligned adjacent to the
road crossing and will be directional drilled below the stream and wetland
features to avoid impacts. The sewer forcemain easement will not be
maintained and the vegetation will not be cleared within the easement.
Proposed Impacts Under 2007 NWP's:
Culvert Extension
The proposed culvert extension is required as a result of widening US
Highway 70 to accommodate a center turn lane due to the increased traffic
projected by the Traffic Impact Analysis (TIA) and to meet hydraulic
standards set by NCDOT. The dissipater pad (i.e. rip-rap apron) associated
with the culvert has been held to the minimum necessary within the stream
channel.
MITIGATION
There are 86 linear feet of stream impacts associated with the culvert
extension adjacent to US Highway 70 and are the only permanent fill impacts
to jurisdictional streams associated with the current permit application. There
are a total of 0.10-acre of jurisdictional wetlands associated with the roadway
and sewer system and 107 square feet (0.0025 acres) of isolated wetland
[JEcoEngineering
A division of The John R. McAdams Company, Inc.
Mr. Ian McMillan
Corbinton Commons
June 29, 2009
Page 5
impacts associated with a greenway/hiking trail and grading/fill from a
stormwater management pond. In addition, the project's impacts to riparian
buffers are allowable without mitigation according to the Neuse River Basin
Riparian Buffer Rules Table of Uses. Therefore, no mitigation is proposed at
this time. However, if compensatory mitigation is required, the applicant
proposes to make an in-lieu payment to the North Carolina Ecosystem
Enhancement Program.
In conclusion, the Corbinton Commons project proposes to permanently fill 86
liner feet of stream channel associated with the construction of a culvert
extension. The proposed culvert extension is required as a result of widening
US Highway 70 to accommodate a center turn lane due to the increased traffic
projected by the Traffic Impact Analysis (TIA) and to meet hydraulic
standards set by NCDOT. There are a total of 107 square feet (0.0025 acres)
of isolated wetland impacts associated with a greenway/hiking trail and
grading/fill from a stormwater management pond. In addition, the project has
impacted a total of approximately 15,691 square feet of Neuse River Riparian
Buffers which are allowable without mitigation according to the Neuse River
Basin Riparian Buffer Rules Table of Uses. Consideration and review of this
project is greatly appreciated. If you have any questions or require additional
information, please do not hesitate to contact me at [phone].
Sincerely,
EcoEngineering
A division of The John R. McAdams Company
:;e?vin Yates
Senior Environmental Scientist
Enclosures
o? of WATF9
pG Office Use Only:
Corps action ID no.
0 -0 73 5 DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
X Section 404 Permit El Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? X Yes ? No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
X 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express X 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 X No For the record only for Corps Permit:

? Yes X 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 X No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes X No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes X No
2. Project Information
2a. Name of project: Corbinton Commons
2b. County: Orange
2c. Nearest municipality / town: Hillsborough
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: McKee H. Tate, Trustee
3b. Deed Book and Page No. DB 1565, PG 478
3c. Responsible Party (for LLC if
applicable): Hillsborough Residential Associates
3d. Street address: 8601 Six Forks Road
3e. City, state, zip: Raleigh, NC 27615
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 13
PCN Form - Version 1.3 December 10, 2008 Version
f,,,,
'.i`
4. Applicant Information (if different from owner)
4a. Applicant is: X Agent ? Other, specify:
4b. Name: Ellis Coleman
4c. Business name
(if applicable): EYC Investments, LLC
4d. Street address: 8601 Six Forks Road, Suite 250
4e. City, state, zip: Raleigh, NC 27615
4f. Telephone no.: 919-256-3360
4g. Fax no.: 919-256-3361
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: Kevin Yates
5b. Business name
(if applicable):
EcoEngineering
5c. Street address: 2905 Meridian Parkway
5d. City, state, zip: Durham, NC 27713
5e. Telephone no.: 919-287-4262
5f. Fax no.: 919-361-2269
5g. Email address: [e-mail]
Page 2 of 13
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 9874-49-0155
1 b. Site coordinates (in decimal degrees): Latitude: 36.083100 Longitude: - 79.08920
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 40.1 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Eno River
proposed project:
2b. Water Quality Classification of nearest receiving water: C; NSW; 27-2-(7)
2c. River basin: Neuse River Basin
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 has been under construction since September, 2007 and was formerly undeveloped and
densely forested.
3b. List the total estimated acreage of all existing wetlands on the property:
69,076 square feet (1.58-acres) jurisdictional wetlands; 1,496 square feet (0.03-acres) isolated wetlands
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
5,981 linear feet
3d. Explain the purpose of the proposed project:
The Corbington Commons project is an assisted living/residential complex requiring access throughout
the project for medical assistance and safety reasons. The project consists of a road crossing of a tributary
to the Eno River which consisted of two span structures and directionally drilling a foremain (see Inset 1).
In addition, there is a footbridge (greenway/hiking trail) crossing located in the southern section of project
site (see Inset 2). Furthermore, US Highway 70 is to be widened to accommodate a center turn lane due
to the increased traffic projected by the Traffic Impact Analysis (TIA). As a result, an existing culvert
located along US Highway 70 requires extension. The culvert extension is required to meet the City of
Hillsborough hydraulic standards which are set by NCDOT. Currently under construction are a road, a
forcemain, and a public trail crossing which will provide connectivity between the medical and facilities
located in the eastern section of the project to residential areas located in the western section.
3e. Describe the overall project in detail, including the type of equipment to be used:
The Corbington Commons project is an assisted living/residential complex which will include medical
and recreational facilities, as well as office buildings. Construction will include roads, sidewalks, utilities,
amenities other infrastructure associated with the development. Typical construction equipment will be
used such as a front end loader, bulldozer, and paving equipment.
Page 3 of 13
PCN Form - Version 1.3 December 10, 2008 Version
Project Information and Prior Project History
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / X Yes ? No ? Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
? Preliminary X Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Soil and Environmental
Consultants, PA
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
August 27, 2008
5. Project History
5a. Have permits or certifications been requested or obtained for X Yes ? No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Obtained NWP 39; USACE Action ID. SAW-2008-02360; issued August 27, 2008
6. Future Project Plans
6a. Is this a phased project? ? Yes X No
6b. If yes, explain.
Page 4 of 13
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
X Wetlands X Streams - tributaries X 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

W 1 Permanent Fill / Headwater X Yes X Corps
0
08
Roadway Wetland ? No X DWQ .

W2 Permanent Fill / Sewer Pump Headwater X Yes ? Corps
02
0
Station Wetland ? No X DWQ .
W3 Permanent Fill / Greenway Headwater
Wetland X Yes
? No ? Corps
X DWQ 0.001

W4 Permanent Fill / Storm Pond Headwater ? Yes ? Corps
0
0008
Slope Wetland ? No ? DWQ .
W5 ?P?T ?Yes ?Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts 0.102
2h. Comments: W1 impact is a road crossing and the wetland is a headwater wetland associated with the Eno River. W2
impact for a sewer pump station. W3 impact is a greenway/hiking trail and the wetland is an isolated wetland. W4 impact is
grading/filling due to a stormwater management pond and the wetland is an isolated wetland.
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 - or
(PER)
(Corps - 404, 10
stream
length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 X P ? T Culvert Tributary to Eno X PER X Corps 16 86
River ? INT X DWQ
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts 86
3i. Comments:
Page 5 of 13
PCN Form - Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individual) list all open water impacts below.
4a.
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
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a.

Pond ID 5b.

Proposed use or purpose 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland
(acres)
number of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
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:
Page 6 of 13
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a. X 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) or impact Stream name mitigation (square feet) (square feet)
Temporary T required?
61 X P ? T CoRoad ss ng Tributary to Eno River ?N es 2,955 2,281
B2 X P ? T Greenway/ Tributary to Eno River ? Yes 682 503
Hiking Trail X No
B3 X P R T Culvert Tributary to Eno River ?
Y
es 2,113 5,146
o
XN
B4 ? P X T Forcemain Tributary to Eno River ?
Y
es 1,206 805
o
XN
6h. Total buffer impacts 6,956 8,735
6i. Comments:
Page 7 of 13
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The entire project was designed to avoid and minimize impacts to wetlands and streams while utilizing the
remaining areas for development. Proper sedimentation and erosion control methods will be utilized
during construction.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The proposed culvert extension is required as a result of widening US Highway 70 to accommodate a
center turn lane due to the increased traffic projected by the Traffic Impact Analysis (TIA) and to meet
hydraulic standards set by NCDOT. The dissipater pad (i.e. rip-rap apron) associated with the culvert has
been held to the minimum necessary within the stream channel.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ? Yes X No
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps

2c. If yes, which mitigation option will be used for this
project? ? Mitigation bank

El 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
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.
Page 8 of 13
PCN Form - Version 1.3 December 10, 2008 Version
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ? Yes X No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 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: The project's buffer impacts are allowable without mitigation according to the Neuse River Basin Riparian
Buffer Rules Table of Uses.
Page 9 of 13
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 X 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: Preformed Scour Hole/Level Spreader outlets were designed for the 2 X Yes ? No
stormwater bmp wet pond outlets.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 31.3%
2b. Does this project require a Stormwater Management Plan? X 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, na rrative description of the plan:
To address stormwater requirements, water quality ponds with preformed scour hole/level spreader outlets were
provided.
X 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 Hillsborough
? Phase II
3b. Which of the following locally-implemented stormwater management programs X NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been X Yes ? No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
? HQW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply):
? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? X Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? X Yes ? No
Page 10 of 13
PCN Form - Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ? Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ? No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
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 26 .0200)?
2b. Is this an after-the-fact permit application? ® Yes ? No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): See Enclosed
NCDENR NOV letter dated April 28, 2009 (NOV 2009-PC-0395) and response to NOV with exhibits, dated June 12, 2009.
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 and appropriate land use contol measures are in place for specific
areas which require them.
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.
Corbinton Commons will have a sewer forcemain which will tie into a City of Hillsborough sewer easement.
Page 11 of 13
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. ? A
ill
h
ev
s
e
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/nc-es/es/countyfr.html and the Natural Heritage virtual workroom
http://nhpweb.enr.state.nc.us/nhis/public/gmap75_main.phtml was accessed on May 22, 2009 to determine if the project
would impact Endangered Species or Designated Critical habitat. Based on this research it is believed no adverse
impacts will occur to threatened and endagered species and their known habitiat due to the contructio of the 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 located at http://ocean.floridamarine.orgefh_coral/ims/viewer.htm was utilized 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 list of properties and districts in North Carolina entered in the National Register of Historic Places
(http://www.hpo.ncdcr.gov/nrlist.htm) for Orange County 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.
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? NC FIRM (3710987400J; effective 2/207)
Kevin Yates v

L G /? D?
6
Applicant/Agent's Printed Name J,
pplicant/Agent's Sig ure Dat
(Agent's signatu s valid only if an authorization letter from the applicant
is provided.)
Page 12 of 13
Since 1979
THE JOHN R. WAUAMS COMPANY INC.
AGENT AUT11O1UZAT ION FORM
All Blanks To Be Filled In By The CurrentProverty Owner
Name: EYC Investments, I..LC (Attn: Mr. Ellis Coleman)
Address: 8601 Six Forks Road,_ Suite 250, Raleigh, NC 27615 __._ ........................
Phone: [phone]
Project Name/Description: Corbinton Commons
Project Number: EYC- 06010 Pro_rect Manager: George Buchholz
Date: 07/07/2008
U.S. Army Corps of Engineers
Attn: Mr. Andrew Williams
Raleigh )2egulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 275137
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
1, 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 permit applications, to furnish upon
request supplemental information in support of applications, etc. from this day forward. The
day of Jul 0 8.
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, N 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. M ams Company, Inc. to
arrange a site met, ng prior to v tine, the site.
11WK'ilGGs?X7'? G c t__.'A4RWCt 1 sue,.....
Pri t Property Owner Sig h-0 6171
Cc: Ms. Cyndi Karoly
NCD'NR-DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
CIVIL ENGINEERING • LAND PLANNING • SURVEYING
PO Box 14005 Res--rch Trtang q Park NG 27709 _ •_ (919 361.500©• fax X919) 361 2269
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FIGURE 1
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' ? 'THE JOHN R. McADAMS
EYCO6010
fl CORBIN
PON COMMONS COMPANY, INC.
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NYC--06010
EXTENSION.DWG

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CORBWMN COMMONS

THE JOHN R. INC.
S
COMPANY,, INC.
'
SCAM: NTS HILLSBOROUGH, NC sx • Pt. s • susvaroxs • auv?nz+?rat

nrrs: 2008-07-10 SCHEMATICBOXCULVERTEXMNSIONSECTION Y&SUKHMANGUAAC.GRARtAyUvWMUN=
wa=-s "-wwwj. A
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT aft
Action fD. SAW-2008-02360 County: Orange USGS Quad: Hillsbor
GENERAL PERMIT (REGIONAL AND NATIONWIDE ICATION
AUG 2 9 2008
Property Owner / Authorized Agent: EYC Investments, LLC
Address: Attu: Mr. Ellis Coltman
$601 Siz Forks Road Suite 250
Rule i-b, North Carolina 27615
Telephone No.:
Size and location of property (water body, road nametnumber, town, etc.): 40 sicrea pur x-4n#Ulv). loc"
sAAraimately 75 feet south of the 7 ,S Mgbwav 7fl, Gwen Road intersecrinn In Niflahnrnn,?6 u,,rM Carolina.
Description of projects area and activity: Tbla antboritattion is for the ftch rre of dean Rte mat#rW rududing a
sltbw and dprao is 86 linear fc*t of ve nnial strum tMun r for rWyor-t _xa__i__ _
widaai g of
U.S. Highway 70, This work is associated with he oroiect nom a: Cgrbl +tnn Commons D. pr9lect t be
mducted In accerdatace, with h son imtinn and drawings submitted on July 16, 2008
Applicable Law: H Section 404 (Clean Water Act, 33 USC 1344)
Section 10 (Riven-and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number.
Nationwide Permit Number. 22
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
vapwled or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modi8sd, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide; permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
ac
discretionary tivity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone. [phone]) to determine Section 491 requirements.
For activities oomming within the twenty coastal counties subject to regulation under the Coastal Area Management Act (LAMA),
prior to begirming work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regardins this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Andrew Williams at telephone number 919-876-1441 extension 26.
Corps Regulatory official "+tw
Data Augost 27.2008
Expiration Date of Verification: A.utgtr t 27, 2010
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 Customer Satisfaction Survey located at our website at to complete the survey
online.
Pate 1 of 3
Determination of Jurisdiction:
? Based on_preliminary information, there appear to be waters of the US including wetlands within the above described project area.
This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivas 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 US and/or wetlands within the above described project area subject to the permit requirements of Section
404.of the Clean Water Act (CWAx33 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 jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID
Basis of Jurisdictional Determination: 'The strata Is a relatively permanent water (RPW) and an unnamed tribe rv to the Eno
Tbb iurisdktional ilrteruination is only for the waterstwetlands proposed for impacts associated with this Nationwide Permit
and does not tncluda any athff waters/wetlands that may be located on the property
Appeals Information (This information applies only to approved jurisdictional determinations.)
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that approved jurisdictional
determination, you can make an administrative appeal under 33 CFR 331. Enclosed you will find a Notification of Appeal Process
(NAP) fact sheet and regiarrst for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA
form to the following address:
District Engineer, Wilmington Regulatory Division
Attn: Andrew Williams, Project Manager,
Raleigb Regulatory Field Office
U.S. Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it mom the criteria for appeal
under 33 CFR part 33 1.5, and that it has been received by the District Office within 60 days of the daft of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by October 27, 2008.
**It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this correspondence.*"
Corps Regulatory Official: ZA44>?
Date _tllueust 27,2W8
Expiration Date August 27, 2013
Page 2 of 3
the bank, sitelvlug chaaes in the character of the soil and the destruction of terrestrial vegetation
Summarv of Anthorizpd Tmnartc Andi Ronnir A Miti.r..*:.,..
Action ID NWP / GP Open Water ac Wetland ac Unim Yrtant Steam 1 important Stream
00
#
SAW-2008-
02360 #

NWP 39 Temporary Permanent Temporary Permanent Temporary Permanent Temporary Permanent

86

impact Totals 0 0 0 0 0 0 0 0
Total Loss of Waters of the U.S. ac 0 Total Loss of Waters of the U.S. 1 0
Required Wetland Mitigation (ac) I 0 Required Stream Mitigation I 0
Additional Remarks and/or Special Permit Conditions:
Special Permit Condition: The applicant must notify the USACE, in writing, at least 15 days prior to commencing
work within jurisdictional waters. The notification must be sent to Andrew Williams, Regulatory Project
Manager, Raleigh Regulatory Field Office, U.S. Army Corps of Engineers, 3331 Heritage Trade Drive, Suite 105,
Wake Forest, North Carolina 27587.
Your permit application indicated that 0.08 acre of adjacent wetlands were filled at this project site under a NWP
39, which was issued on January 15, 2002 and did not require a pre-construction notification. As a result, the
impacts to 0.08 acre of adjacent wetlands and the impacts associated with this application (SAW-2008-02360) are a
single and complete project as defined in the Code of Federal Regulations (CFR) at 33 CFR 330.2(1). Any future
impacts to waters of the United States associated with the Corbinton Commons project will be considered as part
of the single and complete project and will be added to the existing impacts in order to determine compensatory
mitigation and/or permit type.
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Copy Furnished:
Sue Homewood
North Carolina Department of Natural Resources
Division of Water Quality
585 Waughtown Str at
Winston-Salem, NC 27107
George Bucholz
EcoEngineering
2905 Meridian Parkway
Durham, North Carolina 27713
Page 3 of 3
Action ID Number: SAW-2008-02360 County:Orang
Permittee: EYC Investments, LLC
Date Verification Issued: August 27, 2008
Project Manager: Andrew Williams
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
RALEIGH REGULATORY FIELD OFFICE
3331 HERITAGE TRADE DRIVE, SUITE 105
WAKE FOREST, NORTH CAROLINA 27587
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.
I hereby certify that the work authorized-by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date
Applicant: EYC Investments, LLC File Number: SAW-2008-02360 Date: August 27, 2008
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of 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 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 Letter of Permission (LAP), 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 II 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 peace
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 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.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain tams and conditions therein, you
may appeal the declined 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.
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 JD under the Corps of Engineers Administrative
Appeal Process by completing Section hi 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 JD. 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.

-
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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 for 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 location of information that is !/read in the administrative record.

If you have questions regarding this decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
Andrew Williams, Regulatory Project Manager Mr. Mike Bell, Administrative Appeal Review Officer
Raleigh Regulatory Field Office CESAD-ET-CO-R
U.S. Army Corps of Engineers U.S. Army Corps of Engineers, South Atlantic Division
3331 Heritage Trade Drive, Suite 105 60 Forsyth Street, Room 9M15
Wake Ferest? North Carolina 27587 Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to 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 opportunity to participate in all site

l Date: Telephone number:
of appellant or agent.
Signature
For appeals on Initial Proffered Permits and approved Jurisdictional Determinations send this form to:
District Engineer, Wilmington Regulatory Division, Attn:Andrew Williams, Project Manager, Raleigh
Regulatory Field Office, 3331 Heritage Trade Drive, Suite 105, Wake Forest, North Carolina 27587
For Permit denials and Proffered Permits send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Mike Bell,
Administrative Appeal Officer, CESAD-ET-CO-R, 60 Forsyth Street, Room 9M15, Atlanta, Georgia
30303-8801
¦ I
coEngineering
A division of The John R. McAdams Company, Inc.
LETTER OF TRANSMITTAL
To: Ms. Lauren Witherspoon Date: June 12, 2009
DWQ Raleigh Regional Office
3800 Barrett Drive ' 09-0 7 3 5
Raleigh, North Carolina 27609 otti A i r ** HAND DELIVER
919-791-4200 01 fl -
(, ?`a ?iw/o n
J l?
Re: Corbinton Commons Job No.: EYC-06010
Re: NOV - 2009 - PC - 0395 240
am sending you the following item(s):
QUALITY
WETLANDS AND STORmmn BRANCM
COPIES DATE NO. DE
NOV letter dated: 2009-PC-0395
Response to NOV letter Comments 1-8
Corbinton Commons Restoration Plan/Planting Plan/
Before & After Pictures
$ Restoration Plan Reference Ma
Orange County Land Disturbance Permit / Erosion
Control Plans
3 PCN over Letter/ PCN /Impact Exhibits/ Stormwater
Plans-Notebooks / Co of ALSACE NWP 39
These are transmitted as checked below:
? As requested
? For approval
? For review and comment
Remarks:
Copy to:
? For your use

Signed:
Kevin Yates
Project Manager
FOR INTERNAL USE ONLY
? Copy Letter of Transmittal Only to File
® Copy Entire Document to File
2905 Meridian Parkway, Durham, North Carolina 27713
PO Box 14005, RTP, North Carolina 27709
4
EcolEngineering
A division of The John R. McAdams Company, Inc.
June 8, 2009
Ms. Lauren Witherspoon
NC Division of Water Quality
Raleigh Regional Office
3800 Barrett Drive
Raleigh, North Carolina 27609
Re: Corbinton Commons
Comment Responses
EYC-06010
Dear Ms. Witherspoon:
Please find the following responses to your comments regarding the above
named project.
Research Triangle Park, NC
Post Office Box 14005
Research Triangle Park.
North Carolina 27709
2905 Meridian Parkway
Durham, North Carolina 27713
800-733-5646
919-287-4262
919-361-2269 Fax
1. Documentation depicting all jurisdictional features (e.g. streams,
buffers, and wetlands). A description and quantification of all the
impacts to those jurisdictional features and your plans to avoid further
stream, buffer, and wetland impacts on the site;
Response: Most of the jurisdictional stream, stream buffer, and
wetland impacts are proposed to be permitted for a roadway crossing
and forcemain within the project, and a portion along US Hwy. 70
associated with ingress/egress to the site, and greenway crossing on
the southern boundary of the property. Although a 404 wetlands
permit was acquired, the DWQ 401 permit was not acquired (see
response to Comment # 5). Please find enclosed a copy of the field
approved wetlands map and Nationwide Permit 39 issued on August
27, 2008, verifying the jurisdictional determination is valid for 5
years from August 27, 2008. Also enclosed, is the PCN with impact
exhibits depicting overall site plan with impact exhibits.
Previous Impacts Under 2002 NWP's:
Originally, construction of Corbinton Commons entailed a road
crossing which consisted of two span structures and directionally
drilling a foremain (see Inset 1). In addition, there is a footbridge
crossing located in the southern section of project site (see Inset 2).
Under the assumption of the now expired Nationwide Permit 39
(issued January 15, 2002; expired March 19, 2007) thresholds,
construction drawings were submitted to the City of Hillsborough for
approval in November, 2006 final approval in October, 2007).
www.ecoengr.com I Design Services Focused On Client Success
[4EcoEngineering
A division of The John R. McAdams Company, Inc.
Research Triangle Park, NC
Post Office Box 14005
Research Triangle Park,
North Carolina 27709
2905 Meridian Parkway
Durham, North Carolina 27713
800-733-5646
919-287-4262
919-361-2269 Fax
Ms. Lauren Witherspoon
Corbinton Commons
June 8, 2009
Page 2
Erosion controls plans for the project were approved by the City of
Hillsborough on January 3, 2007. The applicant began soliciting
bids for construction of the project on January 24, 2007 and a
preconstruction meeting was held in March 7, 20OZ Construction
commenced for the road crossing consisting of two span structures
and directional drilling the forcemain. Corbinton Commons internal
roadway network will be maintained by the City of Hillsborough;
and therefore, the two span structures will be public right-of-way
maintained by the City of Hillsborough.
2. Stream Restoration Plan (culverts and relocation) - Please explain how
you plan to restore the pattern, profile and dimension of the impacted
stream channels. The streambed must be restored to the original profile
in its original location and the stream banks must be stabilized;
Response: The jurisdictional stream impacts are proposed to be
permitted for a roadway crossing-and forcemain on the interior, a
portion to facilitate the road widening along US Hwy 70, associated
with ingress and egress to the project site, and greenway crossing on
the southern boundary of the property. This area was cleared and
graded per the erosion control plan, and a temporary roadway was
placed within the stream, stream buffer, and wetland areas in order
to install this roadway, however, the contractor was told to stop work
by the client due to economic conditions. There was,a lapse in the
erosion control permit due to non-payment and inactivityfrom EYC
Investments. This resulted in a lapse of erosion control compliance,
monitoring, and sedimentation violations. However, these problems
have been rectified and the erosion control plan has been re-
authorized
3. Stream, Wetland, and Buffer Restoration Plan (sediment impacts) -
The sediment deposition in the stream, wetland, and buffer must be
removed. As a part of this plan, you should provide the amount (depth)
of material that has been deposited in these features. This information
should be depicted on a map you provide. It is recommended that you
use hand labor (buckets, shovels and wheelbarrows) to removed
www.ecoengr.com i Design Services Focused On Client Success
441 [JEcoEngineering
A division of The John R. McAdams Company, Inc.
Ms. Lauren Witherspoon
Corbinton Commons
June 8, 2009
Page 3
deposited sediment from these areas. The sediment should be removed
from the stream, wetland, and buffer taken to high ground (outside the
buffer) and stabilized. Also, the plan must address the measures that
will be used for temporary stabilization/sediment control while this
work is under way;
Response: Per our site visit on May 11, 2009, there were (S) areas
noted per the Notice of Violation (NOP) as Areas of
ViolationJSedimentation. Restoration of these (S) areas are detailed
in an enclosed attachment, with pictures, and a reference plan view
of the project depicting the location of these (S) areas. These (S)
areas have been addressed by the contractor: sediment has been
removed and placed on high ground, the silt fence mended and
restored, and these areas have been seeded and stabilized. (see
Restoration Plan and Pictures enclosed).
Details of stabilization measures are described within response
number 7 and enclosed within Erosion Control Plans Please see
enclosed the Orange County Land Disturbance Permit re-authorized
on 0610812009, by the Orange County Erosion Control Division.
(Permit # EC09-0014).
i
4. The restoration plan must detail how the earthen fill material placed in
wetlands (including all side casting) will be removed. Satisfactory
wetland restoration requires the replanting of at least 2 native
hardwood wetland species and the maintenance of a stem
density/survivorship of at least 320 trees per acre at the end of 3 years.
Also, this plan will require an herbaceous wetland seed mix for all

i wetlands that are disturbed;
Response: Most of the impacted stream, stream buffer, and wetland
impacts within areas 3, 4 and S on the Restoration Plan exhibit have
been impacted for a proposed roadway crossing within the project
boundary (Per Impact Exhibit - Inset 2). This area was cleared and
Research Triangle Park, NC graded per the erosion control plan, and a temporary roadway was
Post Office Box 14005 placed within the stream, stream buffer, and wetland areas in order
Research Triangle Park, to install this roadway, however, the contractor was told to stop work
North Carolina 27109 by the client due to economic conditions.
2905 Meridian Parkway
Durham, North Carolina 27713
800-733-5646
919-287-4262
919-361-2269 Fax j
www.ecoengr.com Design Services Focused On Client Success
EcoEngineering
A division of The John R. McAdams Company, Inc.
Ms. Lauren Witherspoon
Corbinton Commons
June 8, 2009
Page 4
Research Triangle Park, NC
Post Office Box 14005
Research Triangle Park,
North Carolina 27709
2905 Meridian Parkway
Durham, North Carolina 27713
800-733-5646
919-287-4262
919-361-2269 Fax
Areas 3, 4, and S have been addressed by the contractor:
- sediment has been removed by hand with buckets and
shovels and placed on high ground.
- the silt fence has been mended and restored
- these areas have been seeded and stabilized (see
Restoration Pictures enclosed).
See Riparian and Wetland Planting plan with reference map and
pictures enclosed
5. Please clearly explain why appropriate the 401 Water Quality
Certification was not secured. If you wish for impacts to remain in
place you must apply for and secure a 401 WQC. Please note that you
must demonstrate avoidance and minimization of impacts and that all
impacts may not be authorized.
Response: In looking through correspondence there was erroneous
information provided by the previous wetland consultant, S&EC and
assumed by our in-house design team. Initial discussions began in
2006 with our engineers and the wetland consultants S&EC, During
that time S&EC had stated in a meeting with our engineers that the
proposed project was located in a non-buffered river basin and that
if the stream impacts were kept to below 150 linear feet that the
project would not require a DWQ 401 permit. Our engineers
continued to design the project infrastructure under the presumption
that the project site did not require a 401 permit nor any DWQ buffer
authorization. With a continued lack of inadequate investigation in
2008, our in-house staff continued to operate under the presumption
that the project was located within the Cape Fear River Basin (non-
buffered basin) and did not require a DWQ 401 permit. During this
time a US Army Corps of Engineers Nationwide Permit 39 was
applied for and received to facilitate the road widening along US
Hwy 70, associated with ingress and egress to the project site. Since
this time, it has become very evident that this was a major oversight
www.ecoengr.com I Design Services Focused On Client Success
EcoEngineering
A division of The John R. McAdams Company, Inc.
Ms. Lauren Witherspoon
Corbinton Commons
June 8, 2009
Page 5
on our part and the project has been lacking a DWQ 401 and Neuse
River Buffer authorization.
Please find enclosed an application for a DWQ General Certification
(GC) 3631 and Neuse River Buffer Impact Authorization with PCN
and overall site plan with impact exhibits.
6. Riparian Zone planting - The sediment trap must be backfilled and
you must ensure that at least two native tree species are planted at a
density sufficient to provide 320 trees/acre at maturity. This density is
usually achieved by planting approximately 436 tress/acre on a 10 ft. x
10 ft. grid or 681 trees/acre on a 8 ft. X 8 ft. grid. Please see the
Guidelines for Riparian Buffer Restoration (October 2004) for
assistance in developing your plan (available on the web at:
http://www.nceep.net/news/reportsibuffers.pdfl. This plan must
include the types of native woody vegetation selected, methodology of
planting, and a site map indicating the location of the replanting
efforts.
Response:
Riparian Zone impact areas 3 and 4 have been addressed by the
contractor:
sediment has been removed by hand with buckets and
shovels and placed on high ground
the silt fence has been mended and restored
these areas have been seeded and stabilized (see
Restoration and Pictures enclosed).
Research Triangle Park, NC
Post Office Box 14005
Research Triangle Park,
North Carolina 27709
2905 Meridian Parkway
Durham, North Carolina 27713
800-733-5646
919-287-4262
919-361-2269 Fax
Riparian Impact Area 4 is the result of a pit dug to bore and jack a
forcemain under the stream channel to avoid and minimize impacts
to aquatic resources, however, the pit was not properly backfilled
resulting in the violation. Since our May 11, 2009 site visit, the pit
has been filled and this area returned to grade. Upon being returned
to grade this area has been stabilized and re-vegetated with
opportunistic, adjacent shrubs and grasses. Although this area has
self propagated with adjacent vegetation, the riparian zone will be re-
www.ecoengr.com I Design Services Focused On Client Success
EcoEngineering
A division of The John R. McAdams Company, Inc.
Ms. Lauren Witherspoon
Corbinton Commons
June 8, 2009
Page 6
planted in the fall with 2 to 3 native tree species at a density to
achieve 320 trees/acre at maturity.
See Riparian and Wetland Planting Plan with reference map and
pictures enclosed.
7. Explain in your response how and when you anticipate beine, in full
compliance with the stormwater general permit and your Erosion and_
Sedimentation Control Plan.
Response: There was a lapse in the erosion control permit due to
non-payment and inactivity from EYC Investments. This resulted in
a lapse of erosion control compliance, monitoring, and
sedimentation violations. However, these problems have been
rectified and the erosion control plan has been re-authorized
Please see enclosed the Orange County Land Disturbance Permit re-
authorized on 0610812009, by the Orange County Erosion Control
Division. (Permit # EC09-0014).
Also, please find enclosed an 11x17 copy of the Erosion Control
Plans for Corbinton Commons, labeled as "Construction Drawings"
With Sheets:
C-1 Existing Conditions
EC-1 Erosion Control Plan-West
EC-2 Erosion Control Plan East
D-1 Erosion Control Details
D-2 Erosion Control Details
r
8. Explain the steps taken to ensure future compliance with the Twenty-
four Hour Reporting requirement.
Response: The National Pollutant Discharge Elimination System
(
NPDES ) reporting for the site will be done once a week and or
Research Triangle Park, Nc I within a 24 hour period of a rain fall that is a %" or greater. The
Post Office Box 14005 Stormwater Inspections For General Permit reports will be filled out
Research Triangle Park, on the NCG010000 form that was provided and kept in a inspection
North Carolina 27709
2905 Meridian Parkway box onsite with a rain gage attached to the box and the erosion
Durham, North Carolina 27713
800-733-5646
919-287-4262
919-361-2269 Fax
www.ecoengccom Design Services Focused On Client Success
EcoEngineering
A division of The John R. McAdams Company, Inc.
Ms. Lauren Witherspoon
Corbinton Commons
June 8, 2009
Page 7
control plan for the site kept inside of the inspection box. All of the
self explanatory blocks in the report relating to the project will be
completed with necessary corrections taken if needed.
If you have questions or comments regarding these responses, please do not
hesitate to contact me at 919.361.5000. Thank you.
Sincerely,
EcoEngineering
A division of The John R. McAdams Company, Inc.
Kevin Yates
Senior Environmental Scientist
Research Triangle Park, NC
Post Office Box 14005
Research Triangle Park,
North Carolina 27709
2905 Meridian Parkway
Durham, North Carolina 27713
800-733-5646
919-287-4262
919-361-2269 Fax
www.ecoengr.com Design Services Focused On Client Success
R
a ,,
e•?`??a®
NCDEN
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
"1 1ti AM M
April 28, 2009 a

S?R?I+????#?.flOb???4?10?03T?9b q
RETURN RECEIPT REQUESTED RAY Z Y 1

Hillsborough Residential Associates 09
8601 Six Forks Road, Suite 250 ?,
Raleigh, NC 27615 t
?.y wa zt ??,
CERTIFIED MAIL #7006 0810 0002 6049 6218
RETURN RECEIPT REQUESTED
EYC Investments, LLC
Attn: Ellis Y. Coleman
8601 Six Forks Road, Suite 250
Raleigh, NC 27615
CERTIFIED MAIL #70081300 00001133 4229
RETURN RECEIPT REOUESTED
Front Street Construction, LLC
Attn: Ellis Y. Coleman
8601 Six Forks Road, Suite 250
Raleigh, NC 27615
Subject: NOTICE OF VIOLATION
NOTICE OF INTENT TO ENFORCE
NOV-2009-PC-0395
Corbinton Commons
36.08261°N, -79.08753°W
Removal of Best Usage
Other Waste {in-stream sediment)
Wetlands Standards
Failure to Secure a 401 Water Quality Certification
Neuse River Riparian: Buffer Violation
Stormwater General Permit ()VCG010000) Condition Violation
Orange County
Dear Sir:
Dee Freeman
Secretary
r I
1n
On March 13, 2009 and April 8, 2009, Lauren Witherspoon and Natalie Landry from the Raleigh Regional Office
of the Division of Water Quality (DWQ) conducted a site inspection for the tractlproject known as Corbinton
Commons located off of US 70 in Hillsborough, Orange County, North Carolina. The streams on the site are
unnamed tributaries (UT) to the Eno River, Class C NSW waters in the Neuse River Basin.
North Carora ina
atu?lr?
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet: www.nmeterquality org 1628 Mail Service Center Raleigh, NC 27899-1628 FAX [phone]
An Equal OpportunWAffirmaiW Action Employer- 50% Recycledh0% Post Consumer Paper

April 28, 2009
Corbinton Commons
Page 2 of 2
Accordingly, the following observations were noted during the site visit and DWQ file review:
Approximately 86 LF of stream channel had been impacted by a culvert extension on US 70 (Impact 1-
see attached map);
¦ A corrugated pipe had been placed in approximately 40 LF of stream channel (Impact 2 - see attached
map);
¦ Approximately 238 LF of stream channel had relocated (Impact 3 - see attached map);
Sediment deposition measuring approximately 4 inches in depth impacted approximately 22 LF of stream
channel downstream from Impact 2;
¦ The placement of earthen fill had impacted approximately 7,904 square feet (0.18 acre) of wetlands
(impact 2 - see attached map);
Sediment deposition measuring approximately 2-18 inches in depth had impacted approximately 1,724
square feet (0.04 acre) of wetlands in four different locations;
¦ No 401 Water Quality Certification was secured prior to impacting the above referenced features (note:
sediment impacts are not permittable);
¦ Sediment deposition measuring approximately 4 inches in depth impacted approximately 81 square feet
of riparian buffer downstream of Impact 2;
¦ A sediment trap had been dug in Zone 1 impacting approximately 600 square feet of riparian buffer near
Impact 2;
A stormwater general permit is issued upon the approval of an Erosion and Sedimentation Control Plan. This
permit applies to projects that receive a Division of Land Resources (or local delegated program) Erosion and
Sedimentation Control Plan for land disturbance of 1 acre or greater. Specifically, the stormwater general permit
authorizes the discharge of stormwater under the National Pollutant Discharge Elimination System in accordance
with Title 15A North Carolina Administrative Code 2H.0100.
The site inspection and file review revealed that:
¦ The subject project has an approved Erosion and Sedimentation Control Plan and is covered by a
stormwater general permit (NCG010000);
¦ Approximately 8,000 square feet of sediment was observed outside the limits of disturbance with no
record of 24-hour reporting as required in the NCGO10000 permit.
As a result of the site inspection and file review, the following violations, described below, are noted:
1. Removal of Best Usage
II. Other Waste (in-stream sediment)
III. Wetlands Standards
IV. Failure to Secure a 401 WQC
V. Neuse River Basin Riparian Buffer Violation
V1. Stormwater General Permit (NCGO10000) Condition Violation
Item 1. Removal of Best Usage
The placement of the pipe, culvert extension, and relocation of stream channel is a violation of 15A NCAC 02B
.0211 (2) which reads as follows:
The waters shall be suitable for aquatic life propagation and maintenance of biological integrity, wildlife,
secondary recreation, and agriculture; sources of water pollution which preclude any of these uses on either a
short-term or long-term basis shall be considered to be violating a water quality standard.

April 28, 2009
Corbinton Commons
Page 3 of 3
Item II. Other Waste (in-stream sediment)
The documented in-stream sediment deposition is a violation of 15A NCAC 02B .0211 (3)f whicb reads as
follows:
Oils; deleterious substances; colored or other wastes: only such amounts as shall not render the waters injurious to
public health, secondary recreation or to aquatic life and wildlife or adversely affect the palatability of fish,
aesthetic quality or impair the waters for any designated uses.
Item III. Wetlands Standards
The observed placement of earthen fill and sediment deposition in wetlands is in violation of 15A NCAC
02B .0231 (b) which reads as follows:
(1) Liquids, fill or other solids or dissolved gases may not be present in amounts which may cause
adverse impacts on existing wetland uses;
(5) Hydrological conditions necessary to support the biological and physical characteristics naturally
present in wetlands shall be protected to prevent adverse impacts on:
(C) The chemical, nutrient and dissolved oxygen regime of the wetland;
(D) The movement of aquatic fauna;
(F) Water levels or elevations.
Item IV. Failure to Secure a 401 WQC
The file review confirmed that a Pre-construction Notification has not been received by the Division of Water
Quality for this project and that a 401 Water Quality Certification has not been issued. A Pre-Construction
Notification submitted to DWQ is required prior to the above-mentioned impacts pursuant to 15A NCAC 2H
.0500.
Item V. Neuse River Basin Riparian Buffer Violation
The Buffer Rules apply to riparian buffers directly adjacent to surface waters in the Neuse River Basin
(intermittent streams, perennial streams, lakes, ponds and estuaries). The protected buffer extends 50-feet
landward from the landward edge of coastal marsh (as identified by the Division of Coastal Management) or from
the top of bank of any feature shown as surface waters on either a paper copy of the soil survey maps prepared by
the Natural Resource Conservation Service of the U.S. Department of Agriculture or the most recent version of
the 1:24000 scale quadrangle topographic maps prepared by the U.S. Geological Survey_ The protected riparian
buffer has two zones: Zone 1 consists of a vegetated area that is undisturbed except for uses provided for in Item
(6) of this Rule (Title 15A NCAC 02B .0233); Zone 2 shall consists of a stable, vegetated area that is undisturbed
except for activities and uses provided for in Item (6) of this Rule (Title ISA NCAC 02B .0233). The purpose of
these rules is to protect and preserve riparian buffers in the Neuse River Basin to maintain the nutrient removal
functions of these streamside areas necessary to protect surface waters.
15A NCAC 02B .0233 (4)
Zones 1 and 2 of the riparian buffer remain in vegetation that is undisturbed except for those uses provided for in
Item (6) of this Rule.
Item VI. Stormwater General Permit (NCG010000) Condition Violation
Part I, Section B. No. 2, which reads, "Once land disturbance has begun on the site, stormwater runoff discharges
shall be inspected by observation for stormwater discharge characteristics as defined below at the frequency in #1
above to evaluate the effectiveness of the pollution control facilities or practices. If any visible sedimentation is
leaving the disturbed limits of the site, corrective action shall be taken immediately to control the discharge of
sediments outside the disturbed limits."
April 28, 2009
Corbinton Commons
Page 4 of 4
Requested Response
You are directed to respond to this letter in writing to DWQ at the address provided below within 30 days of
receipt. You are also encouraged to secure a consultant who specializes in stream, wetland, and buffer restoration
to assist you with the development and submittal of the following:
1. Documentation depicting all jurisdictional features (e.g. streams, buffers, and wetlands). A description
and quantification of all the impacts to those jurisdictional features and your plans to avoid further
stream, buffer, and wetland impacts on the site;
2. Stream Restoration Plan (culverts and relocation) - Please explain how you plan to restore the pattern,
profile and dimension of the impacted stream channels. The streambed must be restored to the original
profile in its original location and the stream banks must be stabilized;
Stream, Wetland, and Buffer Restoration Plan (sediment impacts) -- The sediment deposition in the
stream, wetland, and buffer must be removed. As a part of this plan, you should provide the amount
(depth) of material that has been deposited in these features. This information should be depicted on a
map you provide. It is recommended that you use hand labor (buckets, shovels and wheelbarrows) to
remove deposited sediment from these areas. The sediment should be removed from the stream, wetland,
and buffer taken to high ground (outside the buffer) and stabilized. Also, the plan must address the
measures that will be used for temporary stabilization/sediment control while this work is under way;
4. The restoration plan must detail how the earthen fill material placed in wetlands (including all side
casting) will be removed. Satisfactory wetland restoration requires the replanting of at least 2 native
hardwood wetland species and the maintenance of a stem density/survivorship of at least 320 trees per
acre at the end of 3 years. Also, this plan will require an herbaceous wetland seed mix for all wetlands
that are disturbed;
5. Please clearly explain why appropriate 401 Water Quality Certification was not secured. If you wish for
impacts to remain in place you must apply for and secure a 401 WQC. Please note that you must
demonstrate avoidance and minimization of impacts and that all impacts may not be authorized.
6. Riparian Zone planting - The sediment trap must be backfilled and you must ensure that at least two
native tree species are planted at a density sufficient to provide 320 trees/acre at maturity. This density is
usually achieved by planting approximately 436 trees/acre on a 10 ft. x 10 ft. grid or 681 trees/acre on a 8
ft. x 8 ft. grid. Please see the Guidelines for Riparian Buffer Restoration (October 2004) for assistance in
developing your plan (available on the web at: http:Uwww.nceep.nettnews/reports/buffers.pdfl. This plan
must include the types of native woody vegetation selected, methodology of planting, and a site map
indicating the location of the replanting efforts.
7. Explain in your response how and when you anticipate being in full compliance with the stormwater
general permit and your Erosion and Sedimentation Control Plan.
8. Explain the steps taken to ensure future compliance with the Twenty-four Hour Reporting requirement.
Include a detailed implementation schedule with dates explaining when the stream, wetland, and buffer
restoration will be accomplished. This schedule should include a three-year monitoring plan to ensure that
the stream, wetland, and buffer are restored. It is important that you adhere to this new plan once
approved by DWQ. If you make any modifications to the approved plan, DWQ must approve them prior
to implementation.
April 28, 2009
Gorbinton Commons
Page 5 of 5
Finally, please explain how you propose to prevent these problems from reoccurring on future projects.
Submit Requested Items To:
Lauren Witherspoon
DWQ Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
Thank you for your attention to this matter. This office is considering forwarding a civil penalty recommendation
for assessment consideration and proceedings with injunctive relief procedures through the Attorneys Generals
Office. This office requires that the violations, as described above, be properly resolved. These violations
and any future violations are subject to a civil penalty assessment of up to $25,000.00 per day for each
violation. Should you have any questions regarding these matters, please contact Lauren Witherspoon at (919)
791-4200.
Sincerely,
Smith
y
Regional Supervisor
Surface Water Protection Section
cc: '.bWQ RRO file copy
khn Hennessy, NPS Assistance and Compliance Oversight Unit
Cyndi Karoly, 401 Oversight/Express Review Permitting Unit
Andy Williams, USACE, 3331 Heritage Trade Drive, Ste105, Wake Forest, NC 27587
Don Beaddles, Orange County, P.O. Box 8181, Hillsborough, NC 27278
Corbinton Commons Restoration Plan
Hillsborough, NC
June 2009
NOV-2009-PC-0395
Table of Contents
A. Sediment Removal/Areas of Violation and Sedimentation (Pg. 1)
B. Wetland and Riparian Planting Plan (Pg. 2)
C. Pictures of Areas 1-5 (Pgs. 3-11)
A. Sediment Removal/Areas of Violation and Sedimentation
* See Overall Site Plan Map with the Location of Areas 1-5 for reference.
1) Excavate an approximately 5' x 30' strip of sediment out - 3" - 6" deep
within a relic diversion ditch adjacent to the main tributary, within the Neuse
Buffer. (COMPLETE, SEEDED, and STABLE - Pictures Enclosed)
2) Excavate an approximately 3' x 75' strip of sediment approximately 3"4"
deep within a relic ditch/ephemeral channel going offsite to the (2) yellow flags
tied to tree within ditch. (COMPLETE, SEEDED, and STABLE- Pictures
Enclosed)
3) Fix and/or modify the Silt Fence adjacent to the road bed per Don Beaddles
instructions and/or updated Erosion Control Plan. (COMPLETE, SEEDED, and
STABLE- Pictures Enclosed)
4) Re-Plant Neuse Buffer in the fall of the year to a density of 320 stems/ acre;
and at least 2 hardwood species. (Natural propagation will likely vegetate this
area over this year's growing season, and naturally stabilize this area.
(COMPLETE, SEEDED, and STABLE- Pictures Enclosed)
5) Excavate sediment pocket approximately 5' x 10' wide adjacent to silt
fence down to approximately 6" - 8" . (COMPLETE, SEEDED, and STABLE-
Pictures Enclosed)
* All excavated sediment / spoil has been placed on high ground, in non
jurisdictional areas, and stabilized.
Bo Wetland and Riparian Planting Plan
The planting plan applies predominantly to the restoration segments outside of the
proposed roadway crossing adjacent to impact areas 3 and 4. Native trees and
shrubs will be planted with bare root trees and containerized shrubs consisting of
bottomland species. If possible these species will be transplanted from nearby
areas, adjacent to the project site that are slated for impacts, with root balls intact.
Immediately upon completion of the roadway installation in areas 3 and 4, the
bare root seedlings will be planted during the fall of 2009 or early spring of 2010.
During the following fall, supplemental shrub and tree species will be planted if
survival rates of previously planted seedlings are below target densities as
determined in late summer (August-September). Plant species that will be
utilized within the restoration site are listed in "Table 1, below. The restored
riparian zone nearest the stream channel will be planted with the appropriate
species in the form of live stakes, bare-root stakes, bare-root seedlings, and/or
transplants consisting primarily of black willow (Salix nigra), silky dogwood
(Cornus amomum), and elderberry (Sambucus Canadensis). If quantities from
on-site sources are not plentiful the live stakes will be supplemented by locally
identified plant sources (i.e. existing power line ROWs, adjacent properties, etc.)
or purchased from locally reputable nurseries (i.e. Hoffman Nursery, Durham
County).
The planting plan consists of two to three species and one of the shrubs specified
below. Substitution may be required depending on availability. The goal is to
plant approximately 600 bare-root seedlings per acre outside of the right-of-way,
with on approximate 8-foot by 8-foot spacing.
SCIENTIFIC NAME COMMON NAME
Trees
Fraximus Pennsylvania Green ash
Platanus occidentalis American sycamore
Quercus pagoda Cherrybark oak
Betula nigra River birch
Quercas phellos Willow oak
Acer negundo Box elder
Quercus nigra Water oak
Liriodendron tulipifera Tulip poplar
Small Trees and Shrubs
Cornus amomum Silky dogwood
Cephalanthus occidentalis Buttonbush
Alnus serrulata Tag alder
Salix nigra Black willow
Sambucus canadensis Elderberry
table t. rroposed rlant List. species composition may be adjusted based on local
availability.
2
C. Pictures of Areas 1-5 (as referenced in Restoration Plan Reference Map)
"Note: Where possible a Before picture is shown followed by anllfter picture.
The Before pictures were taken on April 15, 2009, and the After pictures were
taken on June 2, 2009.
Pic 1 (Before) Facing east toward impact areas 3 and 4.
3

4
Pic 2 (Before): Facing west toward impact areas 3.
Pic 3 (After): Facing east toward impact areas 3 and 4.
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Pic 4 (After): Facing east toward impact areas 3 and 4. Returned to grade,
seeded, and stabilized.

Pic 5 (Before): Facing south toward impact area 4 -bore pit.
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Pic 7 (After): Facing south toward impact area 4. Returned to gl_ddt, S :ud, and
stabilized. Natural grasses beginning to propagate.
6
Pic 6 (Before): Facing south toward impact area 4 -bore pit.

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Pic 8 (After): Facing south toward impact area 4. Returrded to gttuc'L, c1, and
stabilized. Natural grasses beginning to propagate.
Pic 9 (Before): Facing south toward impact area 3 silt fence in disrepair.
7

SRI
Pic 10 (After): Facing south toward impact area 3. Silt fence mended and
stabilization measures restored, area returned to grade, seeded, and stabilized.
8
Pic 11 (After): Facing north toward impact area 1. Silt fence mended sediment
removed, seeded, and stabilized.
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9
Pic 12 (After): Facing northeast toward impact areal. Silt fence mended
sediment removed, seeded, and stabilized measures re-enforced.
Pic 13 (After): Facing south toward impact area 2. Silt fence mended, sediment
removed, seeded, and re-stabilized.
Pic 14 (After): racing south lVwaiu 1...r�.. ---- and re -stabilized.
1,
Pic 15 (After): Facmg souin towulu I►llva%,, «_-.- __-____
Sediment removed, seeded, and re -stabilized.
10

Pic 17 (After): Facing east toward impact area 5. Silt fence mended sediment
removed, seeded, and stabilized measures re-enforced.
ORANGE COUNTY LAND DISTURBANCE PERMIT
ORANGE COUNTY EROSION CONTROL DIVISION
[phone]
[phone] FAX
WWW.CO.ORANGE.NC.US/
PERMIT NUMBER: EC09-0014
?` yP
.?R r y
Date Approved: 06/08/2009
Date Issued: 04/24/2009
Applicant: HILLSBOROUGH RESIDENTIAL ASSOCIATES Owner: HILLSBOROUGH RESIDENTIAL ASSOCIATES
Address: 8601 SIX FORKS RD, SUITE 250 Address: 8601 SIX FORKS RD
RALEIGH NC RALEIGH NC
Zip: 27615
Phone: [phone]
Developer:
Name of Project:
Work Description:
Property Address:
Location:
Parcel Pin:
TMBL:
Subdivision:
Corbinton Commons
Re-new 1/4 of Permit # EC06-113
311 E CORBIN ST HIPL
Hwy. 70
9874381861
4.37.A.3C
Tract Size: 5.09
Approvals:
Item: 03005 EROSION CONTROL PLAN REVIEW
04/24/2009 DB Action: APP
Conditions:
Cond: 1075
Comments:
27615
Phone: [phone]
Disturbed Area: 221505
5.09
% of Disturbance: 100
River Basin:
Disturbance Type: URBAN
Erosion Control Supervisor Signature:
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