20130921 Ver 1_401 Application_20130813

Kimley -Horn 2 0 1 3 0 9 2 1
3001 Weston Parkway
IIIIIII� and Associates, Inc. Cary, North Carolina 27513
TEL [phone]
FAX [phone]
Transmittal
Date: August 27, 2013 Job Number: 011368000
Project Name: Fidelity Stream Restoration Project
To: Karen Higgins
NC Division of Water Resources
512 N. Salisbury Street ,
Raleigh, NC 27604
919- 807 -6360
We are sending these by
❑ U.S. Mail
❑ Other
We are sending you
❑ Attached
❑ Shop drawings
❑ Other
® FedEx
❑ Hand Delivery
❑ Under separate cover via the following items•
❑ Prints/Plans ❑ Samples ❑ Specifications ❑ Change Orders
CODies Date No. Descrintinn
3
8/27/13
Half -Size Plan Sets
2
8/16/13
Full -Size Plan Sets
5
8/16/13
Pre - Construction Notification Application Sets
1
8/16/13
Check for $570.00 to DWR
These are transmitted as checked below:
❑ For your use ❑ Approved as submitted ❑ Resubmit ❑ Copies for approval
❑ As requested ❑ Approved as noted ® Submit ❑ Copies for distribution
❑ For review and comment ❑ Returned for corrections ❑ Return ❑ Corrected prints
Remarks:
Copy to: File V Signed:
IAUK 9 2013
Jenni r ena e, EIT

Kimley -Horn
and Associates, Inc.
August 27, 2013
Karen Higgins
North Carolina Division of Water Resources
512 N. Salisbury Street
Raleigh, NC 27604
Eric Alsmeyer
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Subject: Pre- Construction Notification Form
Fidelity Stream Restoration Project
Durham County, North Carolina
Dear Ms. Higgins and Mr. Alsmeyer:
201 3092 1
■
P.O. Box 33068
Raleigh, North Carolina
27636 -3066
:*S.I=- -
On behalf of Fidelity Investments, Inc., Kimley -Horn and Associates, Inc. is requesting
approval to use Nationwide Permit 27 for the impacts from the Fidelity Stream Restoration
Project in Durham County, North Carolina. The following information is included as part of
the application submittal:
• Pre- Construction Notification Form
• Figures
Figure 1: Project Vicinity Map
Figure 2: USGS Topographic Quad Map
Figure 3: NRCS Soils Map
Figure : Aerial M AUG � a Map 292013
Figure 5: Buffer Impacts Map
• Appendix A: Agent Authorization Form ' r�►,�
• Appendix B: Notification of Jurisdictional Determination
• Appendix C: NCDWQ Stream Data Form and Site Photos
• Design Drawings
The project consists of design of bank stabilization along a section of stream near a walking
path on Fidelity's property. The project covers approximately 175 feet of stream and
includes burying an aerial pipe crossing, installing a constructed riffle, and stabilizing the
banks with log vane structures.
■
TEL [phone]

Kimley -Horn
and Associates, Inc.
The proposed project is located in the Cape Fear River Basin and is subject to the Jordan
Lake Riparian Buffer Rules. The proposed project will result in temporary impacts to Zone
1 (12,382 SF), Zone 2 (2,356 SF), and 175 LF of stream. No impacts to wetlands will result
from the project as no wetlands were identified in or near the project boundary.
If you have any questions or comments, please contact me at (919) 653 -2950 or
Todd.StJohn@kimley- horn.com.
Sincerely yours,
KIMLEY -HORN AND ASSOCIATES, INC.
/-� - rovy/—
Todd St. John
Enclosures
CC: Brian Michot, Kimley -Horn and Associates, Inc.

\o�ot wArF9OG
y
O Y
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification PCN Form
A. Appficant Information
1. Processing
1a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 27 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
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:
Fidelity Stream Restoration
2b. County:
Durham
2c. Nearest municipality / town:
RTP
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state
project no:
N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
FMR RTP LLC
3b. Deed Book and Page No.
006809/000078
3c. Responsible Party (for LLC if
applicable):
Scot Blessington
3d. Street address:
35 Davis Dr
3e. City, state, zip:
Durham, NC 27709
3f. Telephone no.:
877 - 236 -9340
3g. Fax no.:
617 -476 -7369
3h. Email address:
scot.blessington @fmr.com
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
® Agent ❑ Other, specify:
4b. Name:
Randall Juliani
4c. Business name
(if applicable):
4d. Street address:
100 New Millennium Way, Bldg 3
4e. City, state, zip:
Durham, NC 27709
4f. Telephone no.:
919 -458 -1649
4g. Fax no.:
919 -458 -4362
4h. Email address:
randall.juliani @fmr.com
5. AgenUConsultant Information (if applicable)
5a. Name:
Todd St. John, P.E.
5b. Business name
(if applicable):
Kimley -Horn and Associates, Inc.
5c. Street address:
3001 Weston Parkway
5d. City, state, zip:
Cary, NC 27513
5e. Telephone no.:
919 -677 -2000
5f. Fax no.:
919 -677 -2050
5g. Email address:
Todd.StJohn @kimley- horn.com
Page 2 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
0747 -01 -17 -6445
1 b. Site coordinates (in decimal degrees):
Latitude: 35.887016 Longitude: - 78.862352
(DD.DDDDDD) (- DD.DDDDDD)
1c. Property size:
117.7 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
UT to Burdens Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
WS -V; NSW
2c. River basin:
Cape Fear
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The Fidelity Stream Restoration project is located in Durham, North Carolina between Davis Drive, NC 54, and Wilkinson
Farm Road at 35 Davis Drive, Durham, NC. The 117.7 -acre property is owned by Fidelity and contains approximately
4,000 LF of stream. The stream of interest, UT to Burdens Creek, has a drainage area of approximately 340 acres and is
located within the Haw and Cape Fear watersheds. An exposed sewer pipe crosses the stream near a pedestrian path
that runs through the project site. It appears that at some point rip rap was added beneath the sewer line which may have
exacerbated some localized stream bank erosion. Additionally, there is evidence that the entire stream bed became
incised by at least one to one and a half feet (most likely due to increased runoff from upstream development) at some
point in the last 10 to 15 years. It is believed that this incision erosion exposed the sewer line. Natural channel design
techniques will be used to alleviate the stream erosion by raising the stream bed and stabilizing the banks for a very short
section of stream.
3b. List the total estimated acreage of all existing wetlands on the property:
The amount of wetlands on the property is not known. There were no wetlands discovered within the project boundary.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 4,400 LF.
3d. Explain the purpose of the proposed project:
The purpose of the Fidelity Stream Restoration is to stablize the stream banks, especially in the area of the exposed
sewer line, and improve aquatic habitat. The stressors to the natural hydraulic systems are on a watershed scale as a
result of urbanization and uncontrolled urban runoff. The Project proposes to attenuate these watershed stressors
through habitat improvements, stabilization, and installing in- stream structures to stablize the banks.
3e. Describe the overall project in detail, including the type of equipment to be used:
The primary means of stabilizing the stream is to build up the channel bed in the location adjacent to the exposed sewer
pipe and build a constructed riffle downstream of the pipe into a pool. Two log vanes will also be constructed to stabilize
the left bank and redirect the water to the center of the channel. These structures will form scour holes which will provide
aquatic habitat. The banks will also be laid back to allow for the establishment of native vegetation. The banks and
disturbed over banks (approximately 0.28 ac.) will be replanted with native vegetation. The length of the stream
restoration is approximately 175 feet.
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
® Yes ❑ No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
El Preliminary ®Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: USACE
Name (if known): Eric Alsmeyer
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
The jurisdictional determination was approved on July 22, 2013.
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ❑ No ® Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 4 of 12
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary
W1 ❑ P [IT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P [IT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P [IT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P [IT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P [IT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments: No wetlands will be impacted by the proposed project.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
PER or
(Corps - 404, 10
swidtth
length
Permanent P or
()
intermittent
DWQ —non -404,
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ® T
Restoration
UT to Burdens
Creek
® PER
❑ INT
❑ Corps
❑ DWQ
10.9
175
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
A Total stream and tributary impacts
175
3i. Comments:
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
— Permanent
(P) or
Temporary
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 ❑ PC] T
04 ❑P ❑T
4E Total open water impacts
4g. Comments: No open waters will be impacted by the proposed project.
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose of
pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments: No ponds or lakes will be impacted by
the proposed project.
5h. Is a dam high hazard permit required?
❑ Yes ED No If yes, permit ID no:
5i. Expected pond surface area (acres):
n/a
5j. Size of pond watershed (acres):
n/a
5k. Method of construction:
n/a
Page 6 of 12
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar - Pamlico ® Other: Jordan Lake
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?
B1 ❑ P ®T
Restoration
UT to Burdens Creek
® Nos
12,382
2,356
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑P ❑T
El Yes
❑ No
6h. Total buffer impacts
12,382
2,356
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The limits of disturbance is minimized to the smallest area possible to complete construction. Tree sizes and locations were
considered when placing structures as to reduce removal. All disturbed areas will be planted with native treestshrubs.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction will occur from only one side of the banks to reduce impacts. Immediately after construction and grading is
completed, bare areas will be stabilized. As many trees as possible will be protected to reduce impacts to the stream and
banks.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this project?
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
Page 7of12
PCN Form — Version 1.3 December 10, 2008 Version

3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
S. 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
Zone 2
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 in4ieu fee fund).
6h. Comments: No buffer mitigation will be required as all impacts will be temporary in nature, and all buffers will be returned
to pre - construction status at the conclusion of restoration and improvement activities.
Page 8 of 12
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: No stormwater flow will be collected or concentrated. No existing
® Yes ❑ No
drainage patterns will be changed.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: This project will not result in the addition
of impervious area.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
N/A
® 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?
County of Durham, NC
® Phase II
3b. Which of the following locally - implemented stormwater management programs
® NSW
❑ USMP
apply (check all that apply):
® Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
4a. Which of the following state - implemented stormwater management programs apply
❑ HQW
❑ 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
S. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
® Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
® Yes ❑ No
Page 9 of 12
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federallstate /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: N/A
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 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): N/A
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
This project will not cause future development or impacts.
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.
No waste water will be generated from the proposed project.
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

S. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
El Raleigh
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The U.S. Fish and Wildlife Service ( USFWS) database (updated 09/22/2010) was reviewed to determine any federally
listed species identified for Durham County. The smooth coneflower (Echnacea laevigata) and Michaux's sumac (Rhus
michauxii) is listed as federally threatened for Durham County, however suitable habitat is not present in the project area.
Additionally, the Natural Heritage Program database (accessed 07/18/2013) did not indicate any recorded occurrences of
federally protected species within one mile of the study area.
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?
The NOAA Essential Fish Habitat Mapper was reviewed on Thursday July 18, 2013 with no essential fish habitat found
within the project area or within the vicinity of the project.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The State Historic Preservation Office database was reviewed (July 18, 2013) to determine if any historic resources
occurred in the vicinity of the study area. There are no historic or archaeologic resources within the project boundary or
within 0.5 miles of the project boundary.
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 is located in a backwater area and will not measurably
impact flood storage.
8c. What source(s) did you use to make the floodplain determination? The NC Floodmaps database was consulted on
Monday, July 22, 2013.
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

Tovv ST JC,+r 14
Applicant/Agent's Printed Name f Applicant/A nt's Signature Date
(Agent's signature is valid only if authorization letter from the applicant
is vided.)
Page 12 of 12
PCN Form — Version 1.3 December 10, 2008 Version

Project Location
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Title
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Project
Fidelity Stream Restoration
Date
8/27/2013
KHA Project Number
012193010
Figure
1

M
Legend
u Limits of Disturbance
® Staging Area
0 100 200 Feet
16
Title
USGS Topographic Quad Map (Southeast Durham Quad)
Project
Fidelity Stream Restoration
Date —F
8/27/2013
KHA Project Number
012193010
Figure
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Appendix A:
Agent Authorization Form

Letter of Authorization
Fidelity Investments authorizes Kimley -Horn and Associates, Inc., to act as our
agent to prepare and coordinate the application to the U.S. Army Corps of
Engineers and the N.C. Division of Water Quality for 404 /401 permits,
jurisdictional determinations, and Pre- Construction Notification Forms
associated with the Fidelity Stream Restoration Project located in Durham, NC.
Authorization will terminate on either final agency action or upon written
notification.
Signature
Printed Name
Se/✓ia R
Title
Date

Appendix B:
Notification of Jurisdictional Determination

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW - 2013-01290 County: Durham U.S.G.S. Quad: NC- SOUTHEAST DURHAM
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Fidelity Real Estate. LLC
Address: 5411 Page Road
Durham, NC 27703
Size (acres) 115.2 Nearest Town Durham
Nearest Waterway Burdens Creek River Basin Haw. North Carolina.
USGS HUC 3030002 Coordinates Latitude: 35.8860446176034
Longitude: - 78.8594210052939
Location description: 117 acres at 35 Davis Drive. F_ ormer Nortel site in the southeast quadrant of NC54 at Davis
Drive, south of Durham. NC,
Indicate Which of the Following Apuly:
A. Preliminary Determination
Based on preliminary information, there may be waters of the U.S. 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 futher 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.
X There are waters of the U.S. 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 waters of the U.S. 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.s on your property 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.
X The waters of the U.S. have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on July 22, 2013. 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 no waters of the U.S., to include wetlands, present on the above described property 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.
Page 1 of 2

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 Eric Alsmever at 919- 554 -4884 x23 or
Eric.C.AlsmeverMusace.armv.mil.
C. Basis For Determination: Basis of Jurisdictional Determination: The property contains relatively permanent
waters, with indicators of ordinary high water marks, stream channels of unnamed tributaries of Burdens Creek
(no wetlands). Burdens Creek is a tributary of Northeast Creek and Jordan Lake. Jordan Lake is a Traditional
Navigable Water.
D. Remarks: This JD was confirmed by field inspection on 2/2/2012. The drawing on the attached Sheets 1 and 2 of
2, "JURISDICTIONAL DETERMINATION SURVEY, NNI/RTP NETWORK CENTER ", dated April 25, 2012,
revised 6/13/12, accurately depicts the jurisdictional waters of the US within the subject study area. Two ponds on the
site were determined to be constructed in uplands, and are not subject to Section 404 of the Clean Water Act.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request The delineation/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 USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. 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 SW, Room 1OM15
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 September 19. 2013.
* *It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence. **
Corps Regulatory Official:
Date: July 22, 2013 Expiration Date: July 22.2018
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 hap: //perZ.nwp.usace.arnry.miUsurvev hh�rl to
complete the survey online.
Copy furnished:
Steven Ball (Soil and Environmental Consultants, PA)
11010 Raven Ridge Road
Raleigh, NC, 27614

SA _ ; �_ R _ APP VOTIFiCATIUN OF =ADMNSTRA TTE F:.OIPTIOIS A1DER ©ES
.:
i; ; , ' = itEQUEST_FOR APPEAL_:.
Applicant: Fidelity Real Estate, LLC File Number: SAW - 2013 -01290 Date: July 22, 2013
See Section below
Attached is:
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
PROFFERED PERMIT Standard Permit or Letter of errmssion) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I -The following identifies your rights and options regarding an administrative appeal of the above decision. .
Additional information may be found at bqp• //www usace armv milrinet/functions/cw /ceewolreit or
Corps regulations at 33 CFR Part 331 - -
A: IMTIAL 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 (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 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 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 distri ct 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 terns 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 II 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.

a
SECTION H - RE VEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
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.) i
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 already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
appeal process you may contact:
If you only have questions regarding the appeal process you may
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Eric Alsmeyer
CESAD -PDO
US Army Corps of Engineers, Wilmington District
U.S. Army Corps of Engineers, South Atlantic Division
Raleigh Regulatory Field Office
60 Forsyth Street, Room 10M15
3331 Heritage Trade Drive, Suite 105
Atlanta, Georgia 30303 -8801
Wake Forest, NC 27587
I
Phone: [phone]
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 o ortuni to participate in all site investi lions.
Date: Telephone number:
I
Signature of appellant or agent.
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]

a
JURISDICTIONAL DETERMINATION SURVEY
NNI /RTP NETWORK CENTER
y.00y., y.006, y.008, & 4010 EAST CHAPEL HILL - NELSON HIGHWAY
RESEARCH TRIANGLE PARK, DURHAM COUNTY, N.C.
PREPARED FOR
FIDELITY REAL ESTATE COMPANY, LLC
SURVEYOR'S CERTIRCATE
I, THOMAS M. ORZEBI£N, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION
(DEED DESCRIPTION RECORDED IN BOOK 6809, Pa 66. PG. 76. AND PG.
88} THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS
DRAWN FROM INFORMATION AS SHOWN ON THE FACE OF THIS MAP. THAT
THE RATIO OF PRECISION AS CALCULATED IS 1: fit,000 t ; AND
THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47 -30 AS
AMENDED. WITNESS ORIGIMtAI t1S f31JA7URE,�RE6ISmIjQN NUMBER,
AND SEAL THIS DAY OF A.D. 20
THOMAS M.
= SEAL r ;
L -4096 q,;
• r
%v".. • • 4x
1, THOMAS M. GRZE BIEHl. PROFESSIONAL LAND SURVEYOR 4698,
TH
CERTIFY THAT E MAP IS OF A SURVEY OF AN DEMO PARCEL OR
PARCELS OF LAND AND DOES NOT CREATE A NEW STREET OR
CHANGE AN DMING STREET, AND THAT THIS SURVEY IS OF A NATURAL
FEA7URE— SPECIFICALLY, WETLAND FLAGS AROUND A
NON — JURISDICTIONAL WETLAND.
�1
911TR-4 M-2 0w- No
SOURCE OF TITLE: FMR RTP, LLC
D9 6809, PQ 66, DB 6809, PQ 78,
AND DH 8809. PQ 86
PIN: 0747- 01 -17- 6445100
OPAL NOTES
1. THE PURPOSE OF THIS MAP IS TO IDENIIFY THE WETLAND DELINEATION DESCRIBED IN A REPORT BY
SOIL & ENVIRONMENTAL CONSULTANTS DATED JULY 7. 2011 (S&CE PROJECT A 11692.ft WETLAND
FLAGS 01 THROUGH 08 WERE PLACED IN THE FIELD BY S&EC IN JULY 2011 AND LOGA7b BY WSP
SELLS IN AUGUST 2011. THE AREA DEPICTED HEREON WAS DETERMINED TO BE NON — JURISDICTIONAL
BY THE USACE DURING A S17E VISIT ON FEBRUARY f. 2012
2. THIS MAP IS NOT INTENDED TO REFLECT A COMPLETE BOUNDARY SURVEY OF THE PARCEL. PROPERTY
LINE, RIGHT—OF—WAY, SETBACKS. GUIDING% WETLAND FLAG LOCATION, AND FLOOD ZONES WERE=
TAKEN FROM A SURVEY BY WSP SELLS ENTITLED 'ALTA /AGSM LAND TIRE SURVEY. NNI/It1P NETWORK
CENTER CONDOMINIUM- DATED AUGUST 30. 2011, LAST REVISED ON SEPTEMBER 23. 2071. LINES NOT
SURVEYED ARE SHOWN AS BROKEN LINES FROM INFORMATION REFERENCED D ON THE FACE OF THIS
MAP.
3. PROPERTY SUBJECT TIT ALL EASEMENTS AND RES71OC11ONS OF RECORD. EASEMENTS SHOWN ON THE
ALTO /AGSM SIIRVEY Wr:RE REMOVED FROM THIS MAP FOR CLARITY. THE AREA DEPICTED HEREON
DOES NOT ENg20ACH INTO ANY EXISTING EASEMENTS.
4. BASIS OF BEARINGS: NO GRID. NAD83 /10ORS96. THE FOLLOWING WORMA71ON — FROM THE
ALTA /AGSM SURVEY DESCRIBED IN GENERAL NOTE 0 2 ABOVE — WAS USED 70 OBTAIN STATE PLANE
COORDINATES (SPC) FOR THIS PROJECT-
CLASS OF SURVEY: URBAN LAND SURVEYS (CLASS A)
POSITIONAL ACCURACY. DAW
TYPE OF GPS I= PRA VRS
DATE OF SURVEY: JULY S. 2011
DATUM/EPOCH: NAD63 (CORS961 EPOCHI:2002.0000
PUBLISHEDAIXED— CONTROL USED: VRS, NcRD
GECID MODEL: N A
cdM ED c#iID ACTDX 0.99992332
UNITS: US SURVEY FEET
6 ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET UNLESS OTHERWISE
NOTED.
6. THE AREA SHOWN HEREON WAS COMPUTED USING THE COORDINATE COMPUTATION METHOD.
7. PORTIONS OF THE SUBJECT PROPERTY ARE LOCATED WITHIN ZONE X — OTHER FLOW AREAS
ACCORDING TO FLOOD INSURANCE RATE MAP 3720074700) DATED MAY 2. 2008 (PER
wawnctEoodmopaoom THESE ARE 'AREAS OF a2A ANNUAL CHANCE OF FLOOD: AREAS OF FUTURE
CONDITIONS 119 NANNU CHANCE FLOOD; AREAS OF IN ANNUAL CHANCE FLOOD WITH AVERAGE
DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MIM AND AREAS
PR07ECTED BY LEVEES FROM 1W ANNUAL CHANCE FLOW.'
B. BEGINNING OF BUFFERED CHANNEL FLAGS Sol & S02 SHOWN HEREON ARE BASED ON A WETLAND
DELINEATION AND STREAM BUFFER EVALUATION BY SOIL & ENVIRONMENTAL CONSULTANTS DATED JULY
7. 2011 (S&EC PROJECT & 11692.W1).
CORPS WETLANDS CER71FICA71ON
VICINITY MAP (N.T.S.)
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE
CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS
DATE. UNLESS THERE IS A CHANCE IN THE LAW OR OUR PUBLISHED
REGULATIONS. TITS DETERMINATION OF SECTION 404 JURISDIC11ON
MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS
FROM THIS DATE: THE DETERMINATION WAS MADE UWZING THE
1987 CORPS OF ELNGINEERS WETLAND DELINEATION MANUAL. C EM C.f s"PP
NAME��- 1 /1GG/
7m r
DATE
AID
JURISDICTIONAL DETERMINATION SURVEY
NNURTP NETWORK CENTER
CURRENT OWNER: FMR RTP, LLC
RESEARCH TRIANGLE PARK, DURHAM COUNTY, N.C.
PREPARED FOR
FIDELITY REAL ESTATE COMPANY, LLC
WSW m SELLS
Transportation & Infrastructure
1 5401 Weston Padway Suite 100 • Cary, NO 27519.919.878.0036
WONN SPS811s.00M
N.C.B.E .& FIm Lloense Nwnber F IM
Drawn By JMS
8urveW by JEC
Checked By T MG
FRO Name RTP FIDELITY JURISDICTIONAL
Map Check By NIA Date NIA
Rev[Bkm 1) S & EC COMMENTS, t MSM2
Date
Job No.
APRIL 26, 2012
11- 7016.001
Scale
Sheet No.
NIA
1 oE2
s)

CURVE TABLE
CURVE
I RADIUS
I LENGTH
I DELTA
I BEARING
I DISTANCE
C1
11834.861790.49
774686.04
1 24-67-W
I N1222170F
1 793.18
C2
'1834.551599.63
ECM
11 8'43 °
0
598.96
NOW OR FORMERLY
RESEARCH TRIANGLE
FOUNDATION OF N.C.
DB 827. P0. 11D
POT: 0747- O1 -OB- 099
1/r R
`� �•Q
Edd �• R/b ^��\�
L 22
!t /My
I
f
E
f
NORTHING
EASTING
WF -01
778,895.71
2,041,253.87
.- -{{
774686.04
I
f
WF -03
1 >
2,041,284.84
WF -04
ECM
1
0
�
e
f
ECM
2,041.261.44
WF -07
{
1
11/2
OVERALL SCHEMATIC
SCALE: I" 0 4001
IPF /2` Rte !w
•SEE
DETAIL
J WF -S
i
�I
CC�11
ECM
CALCULATED CORNER IS
N81'00'32`E, 0.77' FROM A
DISTURBED 8-x6' R/W ECM
WETLAND
FLAG COORDINATES
FLAG
NORTHING
EASTING
WF -01
778,895.71
2,041,253.87
WF -02
774686.04
2,041,275.18
WF -03
778,693.41
2,041,284.84
WF -04
778,712.72
2,041,279.32
WF -05
778,749.16
2,041,271.44
WF -06
778,788.14
2,041.261.44
WF -07
778,784.43
2,041,245.12
WF -00
778.766.95
2,041,238.72
WF -09
778,720.80
2,041,248.64
E \ \ NOW PROPERTY SUBJECT TO ALL
EASE71OM AND RESTR/CT10NS OF RECORD
\ \ (SW 015NDMAL NOTE if 3).
r' 10 IPF .
\
(SEE GEN. NOTE j 8) G?
RCP x 2 / • \ •
IMPOUANT
PERENNIAL
.\
\
\�
3/4- (P
LINE TABLE
LINE
LENGTH
I BEARING
L1
1332.52
8 '
L2
77.09
935'
L3
547.91
N78'03'1,CW
L4
159.62
N77-52!03"
L5
557.93
°
L6
241.34
'3 '
L7
215.55
L6
100.29
'o
L9
75.57
• 1 °
L10
265.45
9'
1.11
742.49
03 '
L12
1 25.00
"
L13
1 9.68
03'0 '
L14
1 195.83
L15
1 170.88
°
L16
207.92
SBBVW07
L17
97.89
, 9'
L18
142.65
' 3
1-19
100.09
9 '
L20
783.63
, ' 8
L21
163.25
'
L22
1295.79
S40 °
L23
26.11
s '
L24
46.84
N 09'
L25
18.60
0 °
L26
23.06
5'03'52"E
L27
21.45
°
L28
37.29
S121VIST
L29
20.06
5'56' "
L30
12.15
S5 '3 W
L31
23.40
'Ot °
NOTE: SEE SHEET 1 OF 2 FOR
CERTIFICATI01S, GMERAL
NOTES, AND VICINITY MAP.
its
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GRAPHIC SCALES
0 too 400 600
1 Inch - 400 ft. (OVERALL SCHEMATIC)
0 30 B0 120
1 Inch m 60 ft. (DETAIL)
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NL a WAG NAIL FOUND IN BROKEN MONUMENT
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(SEE GEN. NOTE 4 8)rj NO GRID, NAD83 /CORS 96
Y(Nk 777.033.70
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(SEE GENERAL NOTE ® 4) �?+ \(i 1111//
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RESEARCH TRBANM& LTD CALCULATED CORNER IS
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SCALE: 1" - 60'
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JURISDICTIONAL DETERMINATION SURVEY
NNI/RTP NETWORK CENTER
CURRENT OWNER: FMR RTP, LLC
RESEARCH TRIANGLE PARK, DURHAM COUNTY, N.C.
PREPARED FOR
FIDELITY REAL ESTATE COMPANY, LLC
W1PSP a S E L L S
Transportation & Infrastructure
15401 Weston Par" Suite 100 • Cary, NC 27519.919.678.0095
www.wspseb.00m
N.CILEP -8. Firm Uoense Number F-0891
Drawn By
JMS
8uneyed by
JEC
Checked By
TMG
File Name
RTP FIDELITY JURISDICTIONAL
Map Check By
TMG Date 6/18112
Revisions
1) 6 8 EC COMMENTS, 8/13112
Date
Job No.
APRIL 25, 2012
11- 7015.001
Scale
Sheet No.
1` =400'11 ° =60'
2of2

Appendix C:
NCDWQ Stream Data Form and Site Photos

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 6/12/2013
Project/Site: Fidelity
Latitude: 35.877
Evaluator: TSJ
County: Durham
Longitude: - 78.862
Total Points: 43
Stream Determination
Other
Stream is at least intermittent
(circle one) Ephemeral
Southeast Durham
e.g Quad Quad
if a 19 or perennial if a 30
Intermittent Perennial
Name:
A. Geomorphology Subtotal = 22
Absent
Weak
Moderate
Strong
Score
18. Continui of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
2
3. In- channel structure: ex. riffle -pool, step -pool
ripple-pool sequence
0
1
2
3
3
4. Particle size of stream substrate
0
1
2
3
2
5. Active /relic flood lain
0
1
2
3
3
6. Depositional bars or benches
0
1
2
3
3
7. Recent alluvial deposits
0
1
2
3
3
8. Headcuts
0
1
2
3
0
9. Grade control
0
0.5
1
1.5
1.5
10. Natural valley
0
0.5
1
1.5
1.5
11. Second or greater order channel
No = 0
Yes = 3
0
arnnciai ancnes are not rated, see discussions in manual
B. Hvdroloov Subtotal = 9.5
12. Presence of Baseflow
0
1
2
3
3
13. Iron oxidizing bacteria
0
1
2
3
0
14. Leaf litter
1.5
1
0.5
0
1.5
15. Sediment on plants or debris
0
0.5
1
1.5
1
16. Organic debris lines or piles
0
0.5
1
1.5
1
17. Soil -based evidence of high water table?
No = 0
Yes = 3
3
C. Biologv Subtotal = 11.5
18. Fibrous roots in streambed
3
2
1
0
3
19. Rooted upland plants in streambed
3
2
1
0
3
20. Macrobenthos note diversity and abundance
0
1
2
3
1
21. Aquatic Mollusks
0
1
2
3
0
22. Fish
0
0.5
1
1.5
1.5
23. Crayfish
0
0.5
1
1.5
1
24. Amphibians
0
0.5
1
1.5
1.5
25. Algae
0
0.5
1
1.5
0.5
26. Wetland plants in streambed
FACW
= 0.75; OBL = 1.5;
Other = 0
0
'perennial streams may also be identified using other methods See p 35 of manual
Notes:

FIDELITY STREAM RESTORATION
DURHAM COUNTY, NC - Photo Pages Page 1 of 1 and As Horn
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RE
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LIVE STAKE DETAIL
NR14 iME
O MMEIL OORm m EMEAAO AO
EAR O U11 � AD ANL MN
ar
TABLE 2: TEMPORARY SEED MIXTURE
SPECIES NAME
COMMON NAME
PLANTING DATE
APPLl3S/A
RATE (yLes /ac
swr�,....
R3. Grob
JAN 1 - MAY 1•
130
21
. I EMA
MAY 19 - AUG 13
S9
R7. ms
AUG 13 - 0EC 31'
I3B
rn.n..�xna.
lbod GIs
AUG 13 - OM 31'
M
t.A1R3i 1FI.OATHEND Aim - ®a mw v am wM
MN a ,NAT A1s
TABLE 3: PERMANENT SEED MIXTURE'
SPECIES NAME
COMMON NAME
MU( PERCIENTAGE2
v�.Y✓r.
11.01, P, W.
23
0,.w P�
21
M CPA
20
20
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TIM
10
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2
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Sam. ONdDs
2
t sAt ® A MAN E ® 00 OMM MODEL OPE E Aa I®ION -i /Ma
S. MNNaIA AAE O m INVi
BARE ROOT PLANTING
NAM 10 Nw
ft-.a AEO AD
Emm" Assockftk ku
NC LICENSE OF-0,102 2013
SUITE 900
333 FAYETTEVILLE STREET
RALEIGH, NC 27WI
PHONE [phone]
FAX 919 853 SSA7
7
NOT FOR CONSTRUCTION
Z�l,IFide /i[�
'4
FIDELITY
INVESTMENTS
RTP CAMPUS
STREAM
RESTORATION AT
SANITARY SEWER
DURHAM,NC
CLIENT PROJECT INFO
�ANNTIar R
Imm Sc ..,
elrtruEn.r R,
ECNE....n,Fn
MGIECT Mfl dff.00
FLE.IA�
PLANTING
NOTES AND
DETAILS
110SET
SR07
SHEET a of A