20120487 Ver 1_401 Application_20120512

2 0 1 2 0 4 8 T
WT
THE May 16 2012
WOOTEN
COMPANY Ms Karen Higgins
Division of Water Quality
1650 Mail Service Center
E N G I N E E R I N G Raleigh NC 27699 1650
PLANNING
Re Pre Construction Notification Application
A R C H I T E C T U R E Marsh Creek Interceptor Sewer Improvements Project
City of Raleigh North Carolina
TWC No 2466 AX
Dear Ms Higgins
On behalf of the City of Raleigh please find enclosed for your rem a 5) copies of
the following items regarding the above referenced project p � @r
• $240 00 Application Fee
• Pre Construction Notification Application
• USGS map showing location of project f 1 Qv J 7 i U 1%
• SCS Soils maps showing location of project DENR CyATEtH
• Buffer Impact Exhibits and Impact Spreadsheets an UALITY
Watea
Bra
• Wetland and Stream Buffer Delineation performed by Robert J Goldstein
Associates (RJG &A)
• Mitigation Planting Plan by Axiom Environmental
• Buffer Mitigation Statement of Availability
• Construction Drawings 1 12 (reduced scale)
This project proposes to construct approximately 6 780 linear feet (LF) of gravity
sanitary sewer ranging in size from 8 to 36 inch diameter This project will eliminate six
(6) aerial crossings of Marsh Creek by lateral sewer lines connecting to the interceptor
line New crossings will be installed by bore and ,jack below the creek bed The project
corridor parallels Marsh Creek through the Brentwood Neighborhood It begins
approximately 500 LF north of Capital Boulevard and extends approximately 100 LF
north of the Marsh Creek crossing of New Hope Church Road
Robert J Goldstein and Associates Inc (RJG &A) performed stream and wetland
delineations Their findings have been included as part of this submittal Biologists Jessi
O Neal and Gerald Pottern delineated and flagged jurisdictional wetland boundaries and
stream channels along the project corridor Impacts to these wetlands and streams have
been identified in the appropriate charts throughout the PCN Application
120 North Boylan Avenue To construct this project as proposed it is necessary to intrude into waters of the United
Raleigh NC 27603 1423 States /Waters of the State in three (3) locations as shown in the attached application
package Permanent impacts to areas W 1 will require the conversion of wooded wetlands
919 828 0531 to herbaceous wetlands The preconstruction grade (contours) of the disturbed wetlands
fax [phone] will be reestablished after disturbance Temporary ,Impacts to Marsh Creek will be

Ms Karen Higgins
May 16 2012
Page 2
necessary in order to remove and plug the existing aerial crossings There will also be
four (4) crossings of unnamed tributaries to Marsh Creek and one (1) crossing of Marsh
Creek in order to install the proposed sewer improvements These impacts have all been
included in the PCN Application
Please note also that we have had correspondence and had a field meeting regarding this
protect with Ms Amy Chapman and Ms Lauren Witherspoon both with the Division of
Water Quality
I trust this information is sufficient for your review however if you should have any
questions or require additional information please do not hesitate to contact us We will
provide any additional information or clarification needed immediately
Sincerely
THE WOOTEN COMPANY
Brian J P Oschwald P E
Enclosures As stated
cc Mr Aaron Brower P E — City of Raleigh letter only

PRE - CONSTRUCTION
NOTIFICATION SUBMITTAL
FOR
CITY OF RALEIGH
Marsh Creek Interceptor Sewer Improvements Project
2466 AX
MAY 2012
lWu[ff#T#W;5il=__ I

TABLE OF CONTENTS
Title Page
Table of Contents
Pre Construction Notification Application
APPENDICES
Appendix 1 — USGS and SCS Soils Maps
Appendix 2 — Buffer Impact Exhibits and Impact Spreadsheets
Appendix 3 — Wetland and Stream Delineation by Robert J Goldstein and Associates
Appendix 4 — Mitigation Planting Plan by Axiom Environmental
Appendix E — Buffer Mitigation Statement of Availability
Appendix F — Construction Drawings 1 12 (reduced scale)

20120487
Office Use Only
Corps action ID no
DWQ project no
Form Version 1 3 Dec 10 2008
OF W ATFR
A Applicant Information
1
j/
1 a
Type(s) of approval sought from the
Corps
®Section 404 Permit El Sectiop 10 Permit
1b
Specify Nationwide Permit (NWP) number NWP 12 or General Permit (GP) number
1c
Has the NWP or GP number been verified by the Corps?
❑ Yes ® No
id
Type(s) of approval sought from the DWQ (check all that apply)
® 401 Water Quality Certification — Regular ❑ Non 404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1 e
Is this notification solely for the record
because written approval is not required?
20120487
Office Use Only
Corps action ID no
DWQ project no
Form Version 1 3 Dec 10 2008
Page 1 of 11
PCN Form — Version 1 3 December 10 2008 Version
Pre - Construction Notification (PCN) Fprrn
A Applicant Information
1
Processing �u
1 a
Type(s) of approval sought from the
Corps
®Section 404 Permit El Sectiop 10 Permit
1b
Specify Nationwide Permit (NWP) number NWP 12 or General Permit (GP) number
1c
Has the NWP or GP number been verified by the Corps?
❑ Yes ® No
id
Type(s) of approval sought from the DWQ (check all that apply)
® 401 Water Quality Certification — Regular ❑ Non 404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1 e
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification
® Yes ❑ No
For the record only for Corps Permit
® Yes ❑ No
1f
Is payment into a mitigation bank or in lieu fee program proposed for mitigation
of impacts? If so attach the acceptance letter from mitigation bank or in lieu
fee program
® Yes ❑ No
1 g
Is the project located in any of NC s twenty coastal counties If yes answer 1 h
below
❑ Yes ® No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑ No
2
Project Information
2a
Name of project
Marsh Creek Interceptor Sewer Improvements
2b
County
Wake
2c
Nearest municipality / town
City of Raleigh
2d
Subdivision name
Brentwood Subdivision
2e
NCDOT only T I P or state
project no
MAY
3
Owner Information
3a
Name(s) on Recorded Deed
City of Raleigh Wetlands g r602TiLIIY
n/a
3b
Deed Book and Page No
3c
Responsible Party (for LLC if
applicable)
n/a
3d
Street address
One Exchange Plaza Suite 620 219 Fayetteville Street Mall
3e
City state zip
Raleigh NC 27601
3f
Telephone no
919 857 4540
3g
Fax no
919 857 4545
3h
Email address
Aaron Brower@ci raleigh nc us
Page 1 of 11
PCN Form — Version 1 3 December 10 2008 Version

4
Applicant Information (if different from owner) 1
4a
Applicant is
❑ Agent ❑ Other specify
4b
Name
4c
Business name
(if applicable)
4d
Street address
4e
City state zip
4f
Telephone no
4g
Fax no
4h
Email address
5
Agent/Consultant Information (if applicable)
5a
Name
W Brian Johnson P E
5b
Business name
(if applicable)
The Wooten Company
5c
Street address
120 N Boylan Ave
5d
City state zip
Raleigh NC 27603
5e
Telephone no
919 828 0531
5f
Fax no
919 834 3589
5g
Email address
bjohnson @thewootencompany com
Page 2 of 11
PCN Form — Version 1 3 December 10 2008 Version

B Project Information and Prior Project History
1 Property Identification
1 a Property identification no (tax PIN or parcel ID)
Linear Project
1 b Site coordinates (in decimal degrees)
Latitude 35 8352 N Longitude 78 5983 W
(DD DDDDDD) (DD DDDDDD)
1c Property size
Linear Project appoximately 7 acres disturbed
2 Surface Waters
2a Name of nearest body of water (stream river etc ) to
Marsh Creek
proposed project
2b Water Quality Classification of nearest receiving water
C NSW
2c River basin
Neuse
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 existing conditions include wetlands woods Brentwood Park road crossings and backyards of residential properties
3b List the total estimated acreage of all existing wetlands on the property
There is a total of 1 92 acres of wetlands in the project vicinity however only 0 0523 of those acres will be newly
disturbed wetlands Approximately 0 15 acres are currently disturbed with existing sanitary sewer easement
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
Approximately 6 000 LF
3d Explain the purpose of the proposed project
To improve sewer infrastructure of the Marsh Creek Interceptor by in situ replacement in some areas and by installing
parallel sewer and abandoning existing sewer in other areas
3e Describe the overall project in detail including the type of equipment to be used
The project will construct approximately 5 668 LF of new 36 gravity sewer line to replace the existing 18 gravity sewer
that currently exists The project will also construct approximately 168 LF of 12 inch gravity sewer and 944 LF of 8 inch
gravity sewer in order to eliminate existing aerial crossings of lateral sewers across Marsh Creek The existing 18 inch
gravity sewer line will be abandoned in place or removed where in situ replacement is proposed Equipment used will
include a track hoe excavator rubber tire front end loader and trucks
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 Delineations performed by R J Goldstein and
Associates
4b If the Corps made the jurisdictional determination what type
❑ Preliminary ❑ Final
of determination was made?
4c If yes who delineated the jurisdictional areas?
Agency /Consultant Company
Name (if known)
Other
4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
n/a
5 Project History
5a Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b If yes explain in detail according to help file instructions
Page 3 of 11
PCN Form — Version 1 3 December 10 2008 Version

6 Future Project Plans
6a Is this a phased project? ® Yes ❑ No
6b If yes explain
This project is part of an ongoing Capital Improvements Plan implemented by the City of Raleigh There are upstream
and downstream sewer improvements planned for the future
Page 4 of 11
PCN Form —Version 1 3 December 10 2008 Version

C Proposed Impacts Inventory
1 Impacts Summary
1 a Which sections were completed below for your project (check all that apply)
® Wetlands ® Streams tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2 Wetland Impacts
If there are wetland impacts proposed on the site then complete this question for each wetland area impacted
2a
2b
2c
2d
2e
2f
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps 404 10
Area of impact
Permanent (P) or
(if known)
DWQ — non 404 other)
(acres)
Temporary T
W1 ®P ❑ T
Trenching for
® Yes
® Corps
00251
Gravity Sewer
❑ No
❑ DWQ
W2 ®P ❑ T
Trenching for
❑ Yes
® Corps
00272
Gravity Sewer
® No
❑ DWQ
2g Total wetland impacts
00523
2h Comments Upon completion of the gravity sewer improvements the disturbed wetlands (forested and herbaceous) will be
seeded and allowed to reestablish as herbaceous wetlands All wetland areas will be returned to original contours upon
completion of the project See Pre Construction Notification spreadsheets that are attached to this application
3 Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site then complete this
question for all stream sites impacted
3a
3b
3c
3d
3e
3f
3g
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number
(PER) or
(Corps 404 10
stream
length
Permanent (P) or
intermittent
DWQ — non 404
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ PST
Pipe Removal
Marsh Creek
® PER
[:11 NT
❑ Corps
® DWQ
25
20
S2 [:]POT
Pipe Removal
Marsh Creek
® PER
❑ INT
❑ Corps
® DWQ
32
20
S3 ❑ P ®T
Pipe Removal
Marsh Creek
® PER
❑ INT
❑ Corps
® DWQ
37
20
S4 ❑ P ® T
Pipe Removal
Marsh Creek
® PER
❑ INT
❑ Corps
® DWQ
31
20
S5 ❑ P ® T
Pipe Removal
Marsh Creek
® PER
❑ INT
❑ Corps
® DWQ
43
20
S6 ❑ P ®T
Pipe Removal
Marsh Creek
® PER
❑ INT
❑ Corps
® DWQ
37
20
S7 ❑ P ®T
Trenching for
UT to Marsh
® PER
El Corps
15
40
Gravity Sewer
Creek
El INT
® DWQ
S8 ❑ P ® T
Trenching for
UT to Marsh
❑ PER
❑ Corps
8
20
Gravity Sewer
Creek
® INT
® DWQ
3h Total stream and tributary impacts
180
31 Comments The lateral crossings of Marsh Creek (to replace the aerial crossings) will be by trench less methods (bore and
jack) The removal of the six aerial crossings will involve temporary disturbance to the stream in order to remove the existing
crossings and plug each end of the existing sewer The project corridor crosses four unnamed tributaries to Marsh Creek that
are shown on the SCS Sods Map Two of these crossings are identified as S7 and S8 which are identified by R J Goldstein
and Associates as perennial and intermittent as show in the chart above The remaining two streams were classified by
RJGA as not subject to 401/404 One of the streams is a piped stream (within a 54 RCP) and the other is classified as an
ephemeral stream DWQ Environmental Specialist Lauren Witherspoon classified the ephemeral stream as not subject to the
buffer rules At the time of this submittal a letter had not been received for this stream classification These two streams
Page 5 of 11
PCN Form — Version 1 3 December 10 2008 Version

have been identified but not listed in the stream impacts table These eight stream impacts are labeled on Exhibits 1 through
5 which have been included with this application
4 Open Water Impacts
If there are proposed impacts to lakes ponds estuaries tributaries sounds the Atlantic Ocean or any other open water of
the U S then individually list all open water impacts below
4a
4b
4c
4d
4e
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P)
or Temporary T
01 ❑P ❑T
N/A
417 Total open water impacts
4g Comments
5 Pond or Lake Construction
If pond or lake construction proposed then complete the chart below
5a
5b
5c
5d
5e
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose of
(acres)
number
pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
N/A
5f Total
5g Comments
5h Is a dam high hazard permit required
❑ Yes ❑ No If yes permit ID no
51 Expected pond surface area (acres)
51 Size of pond watershed (acres)
5k Method of construction
6 Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer then complete the chart below If yes then individually list all buffer impacts
below If any impacts require mitigation then you MUST fill out Section D of this form
6a
® Neuse ❑ Tar Pamlico ❑ Other
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b
6c
6d
6e
6f
6g
Buffer impact
number—
Reason for
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
impact
Stream name
mitigation
(square feet)
(square feet)
or Temporary
required?
B1 ®P ❑ T
Trenching for
Gravity Sewer
Marsh Creek
® Yes
® No
28 027
52 925
B2 ®P ®T
Trenching for
Gravity Sewer
UT to Marsh Creek
® Yes s
5 136
2 849
B3 ❑ POT
Trenching for
Gravity Sewer
Marsh Creek
❑ Yes
® No
714
558
6h Total buffer impacts
33 877
56 332
61 Comments See Pre Construction Notification spreadsheets that are attached to this application
D Impact Justification and Mitigation
Page 6 of 11
PCN Form —Version 1 3 December 10 2008 Version

I Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
New gravity sewer installed out of buffer where possible The existing sewer corridor will be planted according to Riparian
Buffer Restoration Guidelines Proposed alignment avoids wetlands in the southern portion of the project but at the cost of
additional buffer intrusion Stream crossings of Marsh Creek will be installed by bore and jack to avoid open cut of Marsh
Creek The new sewer will be installed a safe distance from the stream bank
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Proper erosion control measures will be utilized including silt fence rock check dams silt fence outlets construction
entrances and tree protection fencing Upon completion of construction through the corridor the easement will be seeded
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 ® 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
❑ Payment to in lieu fee program
❑ Permittee Responsible Mitigation
3 Complete if Using a Mitigation Bank
3a Name of Mitigation Bank EBX
3b Credits Purchased (attach receipt and letter)
TType
Quantity 50 786 sq ft
3c Comments See statement of availability in Appendix 5
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 7of11
PCN Form — Version 13 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 ❑ 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
Gravity Sewer
27 094
3 (2 for Catawba)
77 880
Zone 2
Gravity Sewer
1 5
6f Total buffer mitigation required
50 786
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)
The City of Raleigh has elected to restore approximately 27 094 square feet of abandonded Zone 1 Neuse Riparian
Buffer This square footage has been subtracted from the required Zone 1 mitigation The remainder of the mitigation
(50 786 sq ft) will be mitigated by payment into a private mitigation bank EBX
6h Comments See Pre Construction Notification spreadsheets that are attached to this application
Page 8 of 11
PCN Form — Version 1 3 December 10 2008 Version

E
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1
Diffuse Flow Plan
la
Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
lb
If yes then is a diffuse flow plan included? If no explain why
Comments No impervious area will be created as a result of the project Erosion
❑ Yes ® No
control devices will be used as necessary during construction
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 No Impervious area is created the
erosion and sedimentation control permit will be the only stormwater discharge permit required
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 N/A
3a
In which local government s jurisdiction is this project?
❑ 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 N/A
❑ 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 N/A
5a
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1 3 December 10 2008 Version

F Supplementary Information
1 Environmental Documentation (DWQ Requirement)
la Does the project involve an expenditure of public (federal /state /local) funds or the
® Yes ❑ No
use of public (federal /state) land?
lb If you answered yes to the above does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c If you answered yes to the above has the document review been finalized by the
State Clearing House? (If so attach a copy of the NEPA or SEPA final approval
letter )
❑ Yes ❑ No
Comments
2 Violations (DWQ Requirement)
2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) Isolated
Wetland Rules (15A NCAC 2H 1300) DWQ Surface Water or Wetland Standards
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 213 0200)?
2b Is this an after the fact permit application?
❑ Yes ® No
2c If you answered yes to one or both of the above questions provide an explanation of the violation(s)
3 Cumulative Impacts (DWQ Requirement)
3a Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development which could impact nearby downstream water quality?
3b If you answered yes to the above submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered no provide a short narrative description
A City wide sewer system study performed in 2007 shows the existing sewer system can handle the projected growth
within the drainage basin However the study shows that current and future wet weather flow creates surcharging and
overflow conditions through the existing sewer system
4 Sewage Disposal (DWQ Requirement)
4a Clearly detail the ultimate treatment methods and disposition (non discharge or discharge) of wastewater generated from
the proposed project or available capacity of the subject facility
The wastewater will be treated by the City of Raleigh WWTP located on the Neuse River The City s existing system and
treatment facility are adequate to handle the flow from this project since no new wastewater will be generated
Page 10 of 11
PCN Form — Version 1 3 December 10 2008 Version

5 Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
El Raleigh
5c If yes indicate the USFWS Field Office you have contacted
❑ Asheville
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Wake County Endangered Species Threatened Species and Federal Species of Concern
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?
Wake County Endangered Species Threatened Species and Federal Species of Concern
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?
NC State Office of Archeology National Register of Historic Places
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 all piping is below ground manhole rims located in the 100 year
floodplain are water tight or 2 feet above the floodplain
8c What source(s) did you use to make the floodplain determination? www ncfloodmaps com
John Carman P E
,
City of Raleigh
Applicant/Agent s Printed Name
r ` pp is nt/Agent s Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided
Page 11 of 11
PCN Form — Version 13 December 10 2008 Version

Appendix 1

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Appendix 3

Robert J Goldstein and Associates, Inc
ENVIRONMENTAL CONSULTANTS
1221 Corporation Parkway Suite 100 Since 1985 Tel [phone] or [phone]
Raleigh North Carolina 27610 Fax [phone]
e mail rgoldstein@RMAcarolma com website www RJGAcarolma com
26 June 2009
Mr Brian Johnson
The Wooten Company
120 North Boylan Ave
Raleigh, NC 27603
Re Wetland and Stream Buffer Delineation for Marsh Creek Sewer Replacement, Brentwood
Road Area Raleigh NC RJGA Project # 2932
Dear Brian
Robert J Goldstein & Associates (RJG &A) biologists Jessi O'Neal and Gerald Pottern delineated
and flagged jurisdictional wetland boundaries and stream channels along the Marsh Creek Sewer
Replacement project corridor four miles northeast of downtown Raleigh, NC The project
corridor extends along the west side of Marsh Creek from Capital Blvd (US 1) upstream
approximately 6,000 feet to a point just north of New Hope Church Rd Marsh Creek flows
southward into Crabtree Creek two miles south of Capital Blvd in Neuse River sub basin 03 04
02 Marsh Creek is classified C NSW by the NC Division of Water Quality (DWQ)
Methods
RJG &A delineated wetlands and non wetland waters (streams and ponds) subject to Federal
Clean Water Act Sections 404 and 401, NC Isolated Wetland Rules and the NC Neuse River
Riparian Buffer Rules We followed the most recent technical guidance documents from the US
Army Corps of Engineers (ACE) and DWQ primarily the ACE 1987 Wetlands Delineation
Manual and DWQ 2005 Stream Identification Methods for the Origins of Intermittent and
Perennial Streams supplemented by the most recent NRCS guidance on field indicators of
Hydric Soils The area surveyed by RJG &A extends from the west bank of Marsh Creek to a line
approximately 100 feet west of the creek, which is generally about 70 feet west of the currently
mowed sewer right of way Wetland boundary and stream channel points were flagged with
sequentially numbered pink survey flagging and located using a Trimble GeoXT sub meter GPS
unit The raw GPS data were post processed and the corrected data plotted to create maps of
jurisdictional wetlands and streams
Stream Findings
Marsh Creek between Capital Blvd and New Hope Church Rd varies from 12 to 20 feet wide and
has a predominantly sandy bed, with a few widely spaced rocky riffles and many silt dominated
NEPA & SEPA Environmental Documents EA EIS CE I Jurisdictional Wetland & Stream Buffer Delineations 1 404 401 Permits I GISIGPS Mapping I Water
Quality Studies I Stream & Wetland Mitigation and Restoration I Endangered Species Surveys I Biological Assessments & Conservation Plans 1 Water Intakes &
Reservoirs I Water Lines & Treatment Plants I Sewerhnes & Wastewater Treatment I Instream Flow Analyses I Interbasin Transfer Certificates 1 Watershed
Assessment & Management I Archaeological Surveys and Testing I Phase 1 Site Assessments I Parks & Greenways Planning 1 CWMTF Grant Applications

Robert J Goldstein and Associates, Inc
ENVIRONMENTAL CONSULTANTS
pools and runs Much of this segment has apparently been channelized (straightened and
deepened) to accommodate development on its floodplam The stream bed is incised and the
stream banks are nearly vertical with severe channel erosion and re deposition evident in many
places Its drainage basin area upstream of Capital Blvd is 6 0 square miles It is shown in both
the USDA Soil Survey of Wake County (Cawthorn 1970 sheets 39 and 49) and the USGS
topographic quadrangle Raleigh East Because this stream is obviously perennial we did not rate
it using the DWQ Stream Identification Methods
The USDA Soil Survey of Wake County (sheets 39 and 49) shows six unnamed tributaries
entering the west side of Marsh Creek in the project area referenced in this report as tributaries
A2 through F proceeding from south to north None of these six tributaries is shown as a "blue
line on the USGS topographic quadrangle Raleigh East We also found one additional tributary
near the southern end of the project that is not shown on either the USDA or USGS maps,
referenced as tributary Al We evaluated each of these tributaries west of the existing sewerlme
using the DWQ Stream Identification Methods to determine whether it is ephemeral, intermittent
or perennial and whether each is subject to Section 404 401 and/or the Neuse River Riparian
Buffer Rules These tributary stream determinations are summarized in the table below and
DWQ Stream Identification Forms are attached
Tnb
Location &
Description
DWQ points &
Subject to
Subject to
Decimal Lat/Long
Determination
404 401
Neuse Buffer
Al
200 upst of US 1
Muddy channel in wetland
27 pts
Yes
No (not
35 8204 78 5945
4 ft wide pools slight flow
Intermittent
mapped)
A2
350' upst of US 1
Dry sandy stormwater
17 pts
No
No (ephem)
35 8206 78 5947
channel 5 ft wide
Ephemeral
B
E of Fordham Ln &
Flowing sand/gravel
38 pts
Yes
Yes
Crandon Ln mtersec
channel 4 8 ft wide
Perennial
35 8242 78 5963
C
S of Brentwood Park
Muddy channel draining
21 5 pts
Yes
Yes
& E of Julian Drive
wetland 3 ft wide no water
Intermittent
35 8268 78 5970
D
150 upstr of Ingram
Piped under development
Piped Stream
No
No (piped)
Drive
Not Rated
35 8315 78 5989
E
550 upstr of Ingram
Dry rip rap lined ditch
8 5 pts
No
No (ephem)
Drive
Ephemeral
35 8327 78 5985
F
50 upstr of New
Flowing sand/gravel
37 pts
Yes
Yes
Hope Church Rd
channel 8 ft wide
Perennial
35 8355 78 5981
Page 2

Robert J Goldstein and Associates, Inc
ENVIRONMENTAL CONSULTANTS
Wetland Findings
The project study corridor contains two wetlands with soils mapped as Wehadkee and Bibb
(Wo) series in the 1970 Soil Survey of Wake County The Wehadkee and Bibb mapping unit is
flood prone and most areas have a large component of hydric soils The southern wetland
(JA/GB) is located immediately south of tributary Al and extends southward to a point
approximately 100 feet north of Capital Blvd The northern wetland (GC /GD) is located
immediately north of tributary A2 and extends northward approximately 1000 feet Both are
forested floodplam wetlands (except for marsh/scrub vegetation in the mowed portions of the
sewer right of way) and are mapped in the attached figures Predominant vegetation includes
green ash red maple sweetgum American elm willow oak sycamore deciduous holly
arrowwod, box elder, Chinese privet, cane, poison ivy common greenbrier Japanese
honeysuckle lizard tail arrow arum and sedges Both wetlands are abutting and hydrologically
contiguous with Marsh Creek a perennial stream, and are subject to Section 404 401
,jurisdiction Another forested floodplam wetland is located north of tributary B and extends
northward beyond tributary C immediately south of Brentwood Park This third wetland is
greater than 70 feet west of the existing sewerlme and we did not delineate its boundaries
Recommendations
RJG &A recommends installing the replacement sewerlme to the west of the existing line so that
at least 30 feet of stream side buffer (Zone 1) along Marsh Creek can be replanted with trees and
restored to a forested condition This will help stabilize the stream bank, reduce ongoing
channel erosion, and protect the new sewerlme from erosion damage This alignment may have
slightly greater wetland impact than if the new line is placed adjacent to the existing line but the
majority of wetland impact will be temporary and does not require compensatory mitigation
Minor areas of permanent conversion of forested wetland to marsh/scrub (mowed) wetland may
occur Permitting can be accommodated using ACE Nationwide Permit 12 and its corresponding
DWQ General Water Quality Certification
This report and attached maps describe the, jurisdictional wetlands and streams in the Marsh
Creek Sewer Replacement project corridor that are subject to US Army Corps of Engineers
and/or NC Division of Water Quality regulations Feel free to call or email us if you need further
information or to discuss project design prior to preparing the Section 404 401 Permit (PCN) for
this project
Sincerely
Gerald Pottern
Senior Biologist
Page 3

APPROVED JURISDICTIONAL DETERMINATION FORM
U S Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook
SECTION I BACKGROUND INFORMATION
A REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD)
B DISTRICT OFFICE FILE NAME AND NUMBER
C PROJECT LOCATION AND BACKGROUND INFORMATION
State NC County/pansh/borough Wake City Raleigh
Center coordinates of site (lat/long in degree decimal format) Lat 35 8214 N Long 78 5957 E
Universal Transverse Mercator
Name of nearest waterbody Marsh Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows Neuse River
Name of watershed or Hydrologic Unit Code (HUC) Neuse Basin (03020201080020)
0 Check if map /diagram of review area and/or potential Jurisdictional areas is /are available upon request
Check if other sites (e g offsite mitigation sites disposal sites etc ) are associated with this action and are recorded on a
different JD form
D REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY)
Office (Desk) Determination Date
Field Determination Date(s) June 23 2009
SECTION II SUMMARY OF FINDINGS
A RHA SECTION 10 DETERMINATION OF JURISDICTION
There Pick Lit navigable waters of the US within Rivers and Harbors Act (RHA) Jurisdiction (as defined by 33 CFR part 329) in the
review area [Required]
[I Waters subject to the ebb and flow of the tide
13 Waters are presently used or have been used in the past or may be susceptible for use to transport interstate or foreign commerce
Explain
B CWA SECTION 404 DETERMINATION OF JURISDICTION
There are'and are noy waters ofthe US within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area [Required]
Waters of the U S
a Indicate presence of waters of U S in review area (check all that apply) i
TNWs including territorial seas
Wetlands adjacent to TNWs
Relatively permanent waterS2 (RPWs) that flow directly or indirectly into TNWs
Non RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Q Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
[3 Isolated (interstate or intrastate) waters including isolated wetlands
b Identify (estimate) size of waters of the U S in the review area
Non wetland waters (Trib A1) (Tnb B) and (Trib C) linear feet width (ft) and/or acres
Wetlands (Wetland JA/GB) and (Wetland GC /CD) acres
c Limits (boundaries) of jurisdiction based on 1987 Delineation ManuaA
Elevation of established OHWM (if known)
2 Non regulated waters /wetlands (check if applicable) 3
E9 Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not Jurisdictional
Explain Tributaries A2 D E and F were idicated on the sod survey and are not jurisdictional (Figures 2 4)
' Boxes checked below shall be supported by completing the appropriate sections in Section III below
2 For purposes of this form an RPW is defined as a tributary that is not a TNW and that typically flows year round or has continuous flow at least seasonally
(e g typically 3 months)
3 Supporting documentation is presented in Section III F

SECTION III CWA ANALYSIS
A TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs If the aquatic resource is a TNW complete
Section III A 1 and Section III D 1 only if the aquatic resource is a wetland adjacent to a TNW complete Sections III A 1 and 2
and Section III D 1 otherwise see Section III B below
1 TNW
Identify TNW
Summarize rationale supporting determination
2 Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is adjacent
B CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY)
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands if any and it helps
determine whether or not the standards for Jurisdiction established under Rapanos have been met
The agencies will assert Jurisdiction over non navigable tributaries of TNWs where the tributaries are relatively permanent
waters (RPWs) i e tributaries that typically flow year round or have continuous flow at least seasonally (e g typically 3
months) A wetland that directly abuts an RPW is also Jurisdictional If the aquatic resource is not a TNW but has year round
(perennial) flow skip to Section III D 2 If the aquatic resource is a wetland directly abutting a tributary with perennial flow
skip to Section III D 4
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation Corps districts and
EPA regions will include in the record any available information that documents the existence of a signifi ►cant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water even
though a significant nexus finding is not required as a matter of law
If the waterbody° is not an RPW or a wetland directly abutting an RPW a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW If the tributary has adjacent wetlands the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands This significant nexus evaluation that combines for
analytical purposes the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary or its adjacent wetlands or both If the JD covers a tributary with adjacent wetlands complete Section III B 1 for
the tributary Section III B 2 for any onsite wetlands and Section III B 3 for all wetlands adjacent to that tributary both onsite
and offsite The determination whether a significant nexus exists is determined in Section III C below
1 Characteristics of non TNWs that flow directly or indirectly into TNW
(i) General Area Conditions _
Watershed size 92 79 (14 digit HU) square m►lJ
Drainage area 410 (Trib A 1) 86 7 (Trib B) W25 (Tnb C) acre
Average annual rainfall 42 6 inches
Average annual snowfall inches
(u) Physical Characteristics
(a) Relationship with TNW
❑ Tributary flows directly into TNW
® Tributary flows through 2 tributaries before entering TNW
Project waters are 5 I river miles from TNW
Project waters are 1 (or less river miles from RPW
Project waters are 2 aerial (straight) miles from TNW
Project waters are 1(or lessI aerial (straight) miles from RPW
Project waters cross or serve as state boundaries Explain No
Identify flow route to TNW5 Tributaries flow into Marsh Creek into Crabtree Creek and into Neuse River
Tributary stream order if known
° Note that the Instructional Guidebook contains additional information regarding swales ditches washes and erosional features generally and in the and
West
5 Flow route can be described by identifying e g tributary a which flows through the review area to flow into tributary b which then flows into TNW

(b) General Tributary Characteristics (check all that apply
Tributary is ® Natural
❑ Artificial (man made) Explain
❑ Manipulated (man altered) Explain
Tributary properties with respect to top of bank (estimate)
Average width 2 feet
Average depth 0 5 feet
Average side slopes 4 1(or greater)
Primary tributary substrate composition (check all that apply)
❑ Silts ® Sands ❑ Concrete
❑ Cobbles ❑ Gravel ❑ Muck
❑ Bedrock ❑ Vegetation Type /% cover
❑ Other Explain
Tributary condition/stability [e g highly eroding sloughing banks] Explain Stable
Presence of run/riffle /pool complexes Explain Weak
Tributary geometry Relatively straight
Tributary gradient (approximate average slope) %
(c) Flow
Tributary provides for Seasonal flow]
Estimate average number of flow events in review area/year 20 (or greater
Describe flow regime
Other information on duration and volume
Surface flow is Confined Characteristics
Subsurface flow Pick Lis Explain findings
❑ Dye (or other) test performed
Tributary has (check all that apply)
® Bed and banks
® OHWM6 (check all indicators that apply)
® clear natural line impressed on the bank
® changes in the character of soil
❑
❑ shelving
❑
❑ vegetation matted down bent or absent
® leaf litter disturbed or washed away
❑
® sediment deposition
❑
❑ water staining
❑ other (list)
❑ Discontinuous OHWM 7 Explain
If factors other than the OHWM were used to determ:
❑ High Tide Line indicated by [
❑ oil or scum line along shore objects
❑ fine shell or debris deposits (foreshore)
❑ physical markings /characteristics
❑ tidal gauges
❑ other (list)
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
ne lateral extent of CWA jurisdiction (check all that apply)
Mean High Water Mark indicated by
❑ survey to available datum
❑ physical markings
❑ vegetation lines /changes in vegetation types
(iii) Chemical Characteristics
Characterize tributary (e g water color is clear discolored oily film water quality general watershed characteristics etc )
Explain wate is clear iron oxidizing bacteria present
Identify specific pollutants if known
'A natural or man made discontinuity in the OHWM does not necessarily sever jurisdiction (e g where the stream temporarily flows underground or where
the OHWM has been removed by development or agricultural practices) Where there is a break in the OHWM that is unrelated to the waterbody s flow
regime (e g flow over a rock outcrop or through a culvert) the agencies will look for indicators of flow above and below the break
'Ibid

(iv) Biological Characteristics Channel supports (check all that apply)
® Riparian corridor Characteristics (type average width)
® Wetland fringe Characteristics
❑ Habitat for
❑ Federally Listed species Explain findings
❑ Fish/spawn areas Explain findings
❑ Other environmentally sensitive species Explain findings
❑ Aquatic /wildlife diversity Explain findings
2 Characteristics of wetlands adjacent to non TNW that flow directly or indirectly into TNW
(i) Physical Characteristics
(a) General Wetland Charactenstics
Properties
Wetland size 19 (GC /GD) 0 5 (JA/GB)acres
Wetland type Explain Bottomland hardwood
Wetland quality Explain Good mature canopy and open understory receives flashy stonnwater runoff
Project wetlands cross or serve as state boundaries Explain No
(b) General Flow Relationship with Non TNW
Flow is Intermittent flower Explain Streams A 1 and C are intermittent and Stream B is perennial
Surface flow is Cqi f e4
Characteristics
Subsurface flow Na Explain findings
❑ Dye (or other) test performed
(c) Wetland Adjacency Determination with Non TNW
® Directly abutting
❑ Not directly abutting
❑ Discrete wetland hydrologic connection Explain
❑ Ecological connection Explain
❑ Separated by berm/barrier Explain
(d) Proximity (Relationship) to TNW
Project wetlands are 5 1Q river miles from TNW
Project waters are 2 aenal (straight) miles from TNW
Flow is from Wetland t nayigable water
Estimate approximate location of wetland as within the 2 year Crr Gig' floodplam
(n) Chemical Characteristics
Characterize wetland system (e g water color is clear brown oil film on surface water quality general watershed
characteristics etc ) Explain water color is clear receives sediment from uplands
Identify specific pollutants if known
(iii) Biological Characteristics Wetland supports (check all that apply)
® Riparian buffer Characteristics (type average width)
® Vegetation type /percent cover Explain
® Habitat for
❑ Federally Listed species Explain findings
❑ Fish/spawn areas Explain findings
❑ Other environmentally sensitive species Explain findings
® Aquatic /wildlife diversity Explain findings
3 Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis Pick SI
Approximately ( ) acres in total are being considered in the cumulative analysis

For each wetland specify the following
Directly abuts? (Y/N) Size (in acres) Directly abuts9 (Y/N) Size (in acres)
Summarize overall biological chemical and physical functions being performed
C SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they signiflcantly affect the chemical physical and biological integrity
of a TNW For each of the following situations a significant nexus exists if the tributary in combination with all of its adjacent
wetlands has more than a speculative or insubstantial effect on the chemical physical and/or biological integrity of a TNW
Considerations when evaluating significant nexus include but are not limited to the volume duration and frequency of the flow
of water in the tributary and its proximity to a TNW and the functions performed by the tributary and all its adjacent
wetlands It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e g between a
tributary and its adjacent wetland or between a tributary and the TNW) Similarly the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus
Draw connections between the features documented and the effects on the TNW as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook Factors to consider include for example
• Does the tributary in combination with its adjacent wetlands (if any) have the capacity to carry pollutants or flood waters to
TNWs or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary in combination with its adjacent wetlands (if any) provide habitat and lifecycle support functions for fish and
other species such as feeding nesting spawning or rearing young for species that are present in the TNW?
• Does the tributary in combination with its adjacent wetlands (if any) have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
Does the tributary in combination with its adjacent wetlands (if any) have other relationships to the physical chemical or
biological integrity of the TNW?
Note the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below
1 Significant nexus findings for non RPW that has no adjacent wetlands and flows directly or indirectly into TNWs Explain
findings of presence or absence of significant nexus below based on the tributary itself then go to Section III D
2 Significant nexus findings for non RPW and its adjacent wetlands where the non RPW flows directly or indirectly into
TNWs Explain findings of presence or absence of significant nexus below based on the tributary in combination with all of its
adjacent wetlands then go to Section III D
3 Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW Explain findings of
presence or absence of significant nexus below based on the tributary in combination with all of its adjacent wetlands then go to
Section III D
D DETERMINATIONS OF JURISDICTIONAL FINDINGS THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY)
1 TNWs and Adjacent Wetlands Check all that apply and provide size estimates to review area
TNWs linear feet width (ft) Or acres
Wetlands adjacent to TNWs acres
2 RPWs that flow directly or indirectly into TNWs
Tributaries of TNWs where tributaries typically flow year round are jurisdictional Provide data and rationale indicating that
tributary is perennial
Tributaries of TNW where tributaries have continuous flow seasonally (e g typically three months each year) are
,jurisdictional Data supporting this conclusion is provided at Section III B Provide rationale indicating that tributary flows
seasonally

Provide estimates for jurisdictional waters in the review area (check all that apply)
® Tributary waters 121(Trib C) 315 (Trib B) 84 (Trib A1) linear feet 2 width (ft)
Q Other non wetland waters acres
Identify type(s) of waters
3 Non RPWss that flow directly or indirectly into TNWs
Q Waterbody that is not a TNW or an RPW but flows directly or indirectly into a TNW and it has a significant nexus with a
TNW is jurisdictional Data supporting this conclusion is provided at Section III C
Provide estimates for jurisdictional waters within the review area (check all that apply)
Q Tributary waters linear feet width (ft)
❑ Other non wetland waters acres
Identify type(s) of waters
4 Wetlands directly abutting an RPW that flow directly or indirectly into TNWs
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands
® Wetlands directly abutting an RPW where tributaries typically flow year round Provide data and rationale
indicating that tributary is perennial in Section III D 2 above Provide rationale indicating that wetland is
directly abutting an RPW
® Wetlands directly abutting an RPW where tributaries typically flow seasonally Provide data indicating that tributary is
seasonal in Section III B and rationale in Section III D 2 above Provide rationale indicating that wetland is directly
abutting an RPW
Provide acreage estimates for junsdictional wetlands in the review area 2 5 acres
5 Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs
Q Wetlands that do not directly abut an RPW but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands have a significant nexus with a TNW are jurisidictional Data supporting this
conclusion is provided at Section III C
Provide acreage estimates for jurisdictional wetlands in the review area acres
6 Wetlands adjacent to non RPWs that flow directly or indirectly into TNWs
[J Wetlands adjacent to such waters and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands have a significant nexus with a TNW are jurisdictional Data supporting this
conclusion is provided at Section III C
Provide estimates for jurisdictional wetlands in the review area acres
7 Impoundments of jurisdictional waters 9
As a general rule the impoundment of a jurisdictional tributary remains jurisdictional
Demonstrate that impoundment was created from `waters of the U S or
Demonstrate that water meets the criteria for one of the categories presented above (1 6) or
[J Demonstrate that water is isolated with a nexus to commerce (see E below)
E ISOLATED [INTERSTATE OR INTRA STATE] WATERS INCLUDING ISOLATED WETLANDS THE USE
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY) 10
which are or could be used by interstate or foreign travelers for recreational or other purposes
[ from which fish or shellfish are or could be taken and sold in interstate or foreign commerce
Q which are or could be used for industrial purposes by industries in interstate commerce
Q Interstate isolated waters Explain
[ Other factors Explain
Identify water body and summarize rationale supporting determination
Nee Footnote # 3
v To complete the analysis refer to the key in Section III D 6 of the Instnictional Guidebook
10 Prior to asserting or declining CWA Jurisdiction based solely on this category Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos

Provide estimates for jurisdictional waters in the review area (check all that apply)
❑ Tributary waters linear feet width (ft)
Q Other non wetland waters acres
Identify type(s) of waters
Q Wetlands acres
F NON JURISDICTIONAL WATERS INCLUDING WETLANDS (CHECK ALL THAT APPLY)
❑ If potential wetlands were assessed within the review area these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements
❑ Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce
❑ Prior to the Jan 2001 Supreme Court decision in SWANCC the review area would have been regulated based solely on the
Migratory Bird Rule (MBR)
❑ Waters do not meet the Significant Nexus standard where such a finding is required for jurisdiction Explain
❑ Other (explain if not covered above)
Provide acreage estimates for non jurisdictional waters in the review area where the sole potential basis of jurisdiction is the MBR
factors (i a presence of migratory birds presence of endangered species use of water for irrigated agriculture) using best professional
judgment (check all that apply)
Non wetland waters (i a rivers streams) linear feet width (ft)
Lakes /ponds acres
Other non wetland waters acres List type of aquatic resource
Wetlands acres
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the Significant Nexus standard where such
a finding is required for jurisdiction (check all that apply)
Non wetland waters (i a rivers streams) linear feet width (ft)
Lakes /ponds acres
Other non wetland waters acres List type of aquatic resource
Wetlands acres
SECTION IV DATA SOURCES
A SUPPORTING DATA Data reviewed for JD (check all that apply checked items shall be included in case file and where checked
and requested appropriately reference sources below)
Maps plans plots or plat submitted by or on behalf of the applicant/consultant
Data sheets prepared/submitted by or on behalf of the applicant/consultant
❑ Office concurs with data sheets /delineation report
❑ Office does not concur with data sheets /delineation report
Data sheets prepared by the Corps
Corps navigable waters study
U S Geological Survey Hydrologic Atlas
❑ USGS NHD data
❑ USGS 8 and 12 digit HUC maps
Q U S Geological Survey map(s) Cite scale & quad name
USDA Natural Resources Conservation Service Soil Survey Citation
National wetlands inventory map(s) Cite name
State/Local wetland inventory map(s)
FEMA/FIRM maps
100 year Floodplain Elevation is (National Geodectic Vertical Datum of 1929)
Q Photographs ❑ Aerial (Name & Date)
or ❑ Other (Name & Date)
Q Previous determination(s) File no and date of response letter
❑ Applicable / supporting case law
Applicable /supporting scientific literature
Other information (please specify)
B ADDITIONAL COMMENTS TO SUPPORT JD
See Attached Tables and Figures

North Carolina Division of Water Quality -- Strum Identification Form, Version 31
Date Juke �3-.?t ROO Z Project harsh Ct- fheP*vWg1 Latitude -3 c-, 0Y
Evaluator (!5eMId Potteto Site Har Cr -Fri b fl l Longitude 7S.
Total Points Other [7
Stream (sat feast fntennitfent 7% County R :ti
If a 19 or erenniai d Z 30 � / Wa k� e g Quad Nerve
A Georno holo subtotal =
0
1
2
3
18 Continuous bed and bank
1
2 Sinuosity
0
3�
2
3
3 In- channel structure riffle pool sequence
42
1
2
3
4 Soil texture or stream substrate sorting
0
1
2
3
5 Active /relic flood lain
0
1
2
3
Depositional ars or eei ches
1
1 -
26 Macobenthos (note diversity and abundance )
3
7 Braided channel
0
1
2
3
8 Recent alluvial deposits
0
1
2
3
98 Natural levees
0
1
2
3
10 Headcuts
1
2
3
11 Grade controls
CO)
05
1
15
12 Natural valley or drains away
0
05
1
15
13 Second or greater order channel on existing
USGS or NRCS map or other documented
evidence
OT
No t0
d
Yes = 3
I�IOil II OMO UMAIC0 alU IFUL IMUM MM UI047u.OURnIS IF] F110"Ual
B Hvdrnlenv (Suhtntal = to 1
14 Groundwater flow /discharge
0
1
2
3
15 Water in channel and > 48 hrs since rain gE
Water In channel - d or rowin season
0
1
2
3�
16 Leaflitter
15
1
06
0
17 Sediment on plants or debris
0
06
1
1 5
18 O anic debris lines or piles &jEA lines
0
1 05
1 1
is
19 Hydric solls (radoximorphic features present?
No = 0
1 Yes 1 5
G Bioloov (Subtotal = I 0 1
20 Fibrous roots In channel
3
1
0
21 Rooted plants In channel
3
1
0
22 Crayfish
0
CO2 5
1
15
23 Bivalves
0
1
2
3
24 Fish
0
05
1
Is
25 Amphibians
0
Ja&
1
15
26 Macobenthos (note diversity and abundance )
0
0 5
1
15
27 Filamentous algae pedph on
0
1
2
3
28 Iron oxidizing bacterialfun us.
—4FAC-05
0
05
1
1 5
29 b Wetland plants in streambed
FACW = 0 75 OBL 1 5 SAV = 2 0 Other = 0
narna cu anu c I mmus un uIe presence w upisno plants item ca mcuses on me presence or aquatic or wetland plants
Notes (use back side of this form for additional notes ) Sketch
IQ st rat MW = June, 16 -17 Ch
d7 (ors -- mftmtf bf .steam
Marsh Cr near Nw 6pe, (uses)
Is

North Carolina Division of Water Quality -- Stream Identification Form, Version 31
Date ��N� as' -a ROa Z project. Maah Cr fre;j*zrMV Latitude 3.5, 3!0 0 �o
Evaluator 6eMlet Poitertj Site 11larA Cr Trt 6 A a Longitude 79, �-9y %
Total Pointe
a p
erStream is at least Intermittent County kV a g Q uad Name 9
d a f 9 or erann /al if t 30 556
A Ge0rn0 hol Subtotal = V
0
i EMU
2
3
is Continuous bed and bank
1
2
3
2 Sinuosity
0
1
2
3
3 In- channel structure riffle pool sequence
0
1
2
3
4 Soil texture or stream substrate sorting
0
1
2
3
5 Active/mile flood lain
0
1
2
3
Depositional ars or benches
0
1
2
3
7 Braided channel
27 Filamentous algae eri h on
1
2
3
8 Recent alluvial deposits
0
1
2
3
9 a Natural levees
0
1
2
3
10 Headcuts
0
1
2
3
11 Grade controls
C92
06
1
15
12 Natural valley or drains ewe
0
05
(1-)
1 5
13 Second or greater order channel on exiggrig
USGS or NRCS map or other documented
evidence
st-
No
Yes = 3
Inalrlllauo Ulu.11oa Ulu nul lutou *W w FUllo uns In manual
8 Hvdrninnv tSuhtntal = 3 1
14 Groundwater flow/discharge
3
1
2
3
15 Water in channel and :l, 48 hrs since rain
Water In channel — d or season
3
2 )
2
3
16 Leatlltter
1 5
05
015
0
17 Sediment on plants or debris
0
06
1
15
18 Organic debris lines or piles rack lines
0
06
1
15
19 H ddc soils redoomcirphlc features sent?
No 0
Yes r- 15
C Bloloov (Subtotal = q 1
Fibrous roots In channel
3
2
1
0
21b Rooted plants in channel
3
2 )
1
0
22 Crayfish
(05
05
1
15
23 Bivalves
ffl)
1
2
3
24 Fish
05
1
16
25 Amphibians
0
0 5
1
15
26 Macrobenthos (note divers) and abundance)
05
1
15
27 Filamentous algae eri h on
1
2
3
28 Iron oxidizing bacteria/fungus
0
0 5
1
16
29 Welland plants in streambed
FAC = 0 5 FACW = 0 75 OBL =1 5 SAV = 2 0 Other 0
Iwlll. .v - — —.0 Vll U {a Pluoul"m VI uptallu paanw lwM ze lwuses on ms presanoe or aquatic or wetusnd plants
Notes (use back slits of this form for additional notes) Sketch
Gast rant = Owe 16 -17 x arm in es r9h Cr near /Vw
D rVIA1111 s'�ri�w Y c�ar�(��t o�� r-/Aer qwt 6 a d �Gl
-W otoject rsrrtr,�1r, 3 �— S wt §, .Aire = 5 -L inn
I L,
�a�
��eW cARn4f No-r a slaw

North Carolina Division of Water Quality — Stream Identification Form, Version 31
Date Jux-e cU--?t R007 Project 1jaah (- freOlhoWcf Latitude .3S-o
Evaluator 6eM(u Poyter/4 Site Harg4l (r Trr 6 ,g Longitude 7,3. 576 3 '
Total Points Q+
Stream is at least Intermittent 39 County I,� / G Der ��� /��
if k 19 or emnial If k 30 Wale e g Quad Name
R
A Ueomor noio Subtotal = I b
0
1
2
3
3
18 Continuous bed and bank
1
2
3
2 Sinuosity
0
M6
2
3
3 In- channel structure riffle pool sequence
0
1
2
3
4 Soll texture or stream substrate sorting
0
1
2T
3
5 Active/rellc flood lain
0
1
2
3
Uepositional bars or benches
0
1
2
3
7 Braided channel
0
1
2
3
8 Recent alluvial deposits
0,
0
2
3
9' Natural levees
29 0 Wetland plants In streambed
1
2
3
10 Headcuts
0
t
2
3
11 Grade controls
0
05
1
is
12 Natural valley or drainageway
0
06
1
15
13 Second or greater order channel on existing
USGS or NRCS map or other documented
evidence
..__
St No :0
Order
Yes = 3
B Hvdrninav tSuhtntnl = to 1
14 Groundwater flow/discharge
0
1
2
3
3
15 Water in channel and > 48 hrs since rain gE
Water in channel — d or season
0
1
2
0
16 Leafiitter
M6
1
0-16
0
17 Sediment on plants or debris
0
06
2
15
18 Organic debris lines or piles Wrack lines
0
0 5
1
1 S
19 H dric soils (redo)dmorphic features resent?
No = 0
Yes 15
C Bioloav ( Suhtotal = 10 1
20 Fibrous roots In channel
3
2
1
0
21b Rooted plants In channel
3
2
1
0
22 Crayfish
0
05
1
15
23 Bivalves
0
1
2
3
24 Fish
0
05
1
16
25 Amphibians
0
0
1
Is
26 Macrobenthos {note diversity and abundance )
0
1
is
27 Filamentous algae perlphyton
0
1
2
28 Iron oxidizing bacterla/fun ua
0
06
1
1 5
29 0 Wetland plants In streambed
FAC = 0 5 FACW = 0 75 OBL =15 SAV = 2 0 Other f 0
• •- -- ...... ......... p. wv� wv v F aim Nmnw uvin — sucusaa on me presence or aquatic or wetland plants
Notes {use back side of this form for addltiano notes) Sketch
Grist- I-41h /6-- /7 ti
if
bh
3s
PA
• r !hc`les, yjah Cr near Nw 1hple, CUsG$)
j Aw /V HaYS4 Cr Y-8, 8
etas 7 f?ar'f�i

North Carolina Division of Water Quality -- Stream Identification Form, Version 31
Date ROo Z Project f car�h Cr 9re;i (urwl( Latitude .3,5r, 2;a 68
Evaluator C eMICI poyteril Site 14arA Cr -Fri 6 Longitude 7$, 5'4170 '
Total Points Other Rctler'
Stream Is at feast Intermittent p'Z i County Lr�
if 2 t 9 or perennial If x 30 Wa /C e, e g Quad Name Qf
F.101
A Geomorphology Subtotal _ 1
0
1
2
3
16 Continuous bed and bank
0
2
3
2 Sinuosity
18 Leaflitter
1
2
3
3 in channel structure riffle pool sequence
17 Sediment on plants or debris
1
2
3
4 Soil texture or stream substrate sorting
0
0
2
3
b Active/relic flood lain
0
1
2
3
Depositional bars or benches
28 Macrobenthos note diversity and abundance
1
2
3
7 Braided channel
TO
0
2
3
8 Recent alluvial deposits
A
1
2
3
98 Natural levees
29 Wetland piants in streambed
1
2
3
10 Headcuts
1
2
3
11 Grade controls
0
06
1
is
12 Natural valley or drainagewa
0
05
1
Is
13 Second or greater order channel on existing
USGS or NRCS map or other documented
evidence
No = 0
0 1' Yes 3
17
maInoa aaa mmuamuna m manual
B Hvdroloov (Subtotal = !;� 1
14 Groundwater flow/discharge
0
1
2
3
15 Water In channel and > 48 hrs since rain 21
Water in channel -- dry or arowing season
0
(3)
2
3
18 Leaflitter
1 6
1
05
0
17 Sediment on plants or debris
0
1
1
is
18 Organic debris lines or plies rack lines
0
0 5
1
15
19 H dric soils (radoximorp hic features prose
No = 0
Yes 1 5
C Btoinav /Suhtntal = 1. 5� 1 T
20b Fibrous roots In channel
3
1
0
21 Rooted plants in channel
3
2
0
22 Crayfish
0
05
1
Is
23 Bivalves
0
1
2
3
24 Fish
(22
05
1
is
25 Amphibians
0
0
1
15
28 Macrobenthos note diversity and abundance
0
1
15
27 Filamentous algae periphyton
0
1
3
28 Iron oxldizing bacteria/fungus
0
0 5
1
1 S
29 Wetland piants in streambed
FAC 20 FACW = 0 75 OBL =1 5 SAV = 2 0 Other = 0
U911+a w anu c I wwo un Ulu praaanuu ui upiarm prams nem [a twauses on me presence or aquatic or waaana plants
Notes (use back aide of this form for additional notes ) Sketch
Grist ralmlw = J'une 16 -17 ti as5, ihches, Marsh Cr near New* (Us6s)
dt'Mmes iNlt wef IQtvt quo
► ru we -#dkd IV Creek., r0l p e
a! 5 0 = jM%rjmifleut s*ra44

North Carolina Division of Water Quality — Stream Identification Form, Version 31
Date June a3-.?t OZOO project Mar'�h (r ,gYey q1 Latitude - 5. $ 3 of 7
Evaluator 6eMla/ Po -kero Site Hard 4(r Tri! 6 E: Longitude 75,
Total Points Other R��yti
SMeam is at least lntermrttent �„� County l,e JQ,k, a g Quad Name of 219 or erannial if Z 30 j/�
9
A Geotna holo Subtotal =°
Q
°
2
3
1a Continuous bed and bank
2 Sinuosity
0
1
2
3
3 In- channel structure riffle-pool sequence
0
0 OIL
2
3
4 Soil texture or stream substrate sorting
0
1
2
3
5 Activelrellc flood lain
Yes= 15
1
2
3
Depositional are or ben-clies
05
1
2
3
7 Braided channel
0
1
2
3
8 Recent alluvial deposits
0
1
2
3
98 Natural levees
05
1
2
3
10 Headcuts
1
2
3
11 Grade controls
05
1
is
12 Natural valley or drains away
0
0 5
1
13 Second or greater order channel on wdsting
USGS or NRCS map or other documented
evidence
s� j ,� No o0
V�
—15
Yes = 3
mplrHloV. — -... al. Iw{ I=UMU ago V1a6Naaw1la III IIIa11Yal
R Hvdrnlnnv /Suhtntal = 1 o 5, 1
14 Groundwater flowldischa e
0 1
2
3
15 Water In channel and > 48 hrs since rain gC
Water in channel -- dry or season
p 1
2
3
16 Leaflitter
15
06
0
17 Sediment on plants or debris
0 OIL
1
is
18 Organic debris lines or plies (Wrack lines )
0 I-oft
1
15
19 H dric soils (redoximarphic features sent?
No 0
Yes= 15
C Bloloov tSubtotal = 3 1
20 Fibrous roots in channel
3
1
0
21b Rooted plants In channel
1
0
22 Crayfish
001
05
1
is
23 Bivalves
2
3
24 Fish
0
05
1
15
25 Amphibians
05
1
15
26 Macrobenthos (note diversity and abundance)
06
1
15
27 Filamentous algae perlphyton
1
2
3
28 Iron oxidWng bacteriatfungus
0
05
1
16
29 Wetland plants in streambed
FAC - 0 5 FACW = 0 75 OBL =1 5 SAV - 2 0 Other 0
I"Rim &v anal c I wws uII Ulu plaagnl:a us uplana plama Item ca focuses on me presence or aquatic or wetland plants
Notes (use back side of this form for addidonal notes ) Sketch
Last ralh - 'Turd° 16 -17 inches I Ml Cr near Nw f{ap� (UsGs�
V I I eLf�2zs6tkm)

North Caroiina Division of Water Quality — Stream identification Form, Version 31
I - r_
A Geomorphology Subtotal = b -
0
R
1
2
3
18 Continuous bed and bank
2 Sinuosity
0
2
2
3
3 In- channel structure riffle pool sequence
0
1
2
3
4 Soil texture or stream substrate sorting
0
Cl)
2
3
5 Active /relic flood lain
0
1
is
3
Depositional are or benches
Yes =15
1
2
3
7 Braided channel
0
1
2
3
8 Recent alluvial deposits
0
1
2
3
9 8 Natural levees
0
1
15
3
10 Headcuts
0
1
2
3
11 Grade controls
0
05
1
1
12 Natural valley or drain away
0
05
1
5
13 Second or greater order channel on existing
USGS or NRCS map or other documented
evidence
No = 0
R it _ _ Yes 3'
VOQr
malralaua wwuva ago nw namu aaapuminmiuna in manual
B Hvdraloav (Subtotal = /" S 1
14 Groundwater flow/discharge
0
1
2
3
15 Water in channel and > 48 hrs since rain pl
Water in channel -- dry or rowin season
0
1
2
0
16 Leaflitter
16
1
65
0
17 Sediment on plants or debris
0
05
1
15
18 Organic debris lines or piles (Wrack Ones )
0
1 05
1
is
19 H dric soils iredoximorphic features ) present?
NO = 0
Yes =15
C Bloloav (Subtotal
20 Fibrous roots In channel
2
1
0
21 Rooted plants in channel
3
2
1
0
22 Crayfish
0
05
1
15
23 Bivalves
0
1
2
3
24 Fish
0
05
1
15
25 Amphibians
0
05
1
15
26 Macrobenthos (note diverstt and abundance
0
05
1
15
27 Filamentous algae peri h n
0
1
2
3
28 Iron oxidizing bactenalfungus
0
6-5
t 1
15
29 Wetland plants to streambed
LFAC=05 FACW - 0 75 OBL =1 5 SAV = 2 0 Other 0
nawna cw eau & i iwua vn ins prawnue ui upianu plants item ca focuses an me presence of aquatic or wetland plants
Notes (use back side of this form for additional notes ) Sketch
/6-/7 inches, Marsh Cr near New tape (as6s)

The USDA Sod Survey of Wake County (sheets 39 and 49) shows six unnamed tributaries entering the
west side of Marsh Creek in the project area referenced in this report as tributaries A2 through F
proceeding from south to north None of these six tributaries is shown as a blue line on the USGS
topographic quadrangle Raleigh East We also found one additional tributary near the southern end of the
project that is not shown on either the USDA or USGS maps referenced as tributary Al We evaluated
each of these tributaries west of the existing sewerline using the DWQ Stream Ident►f►cat►on Methods to
determine whether it is ephemeral intermittent or perennial and whether each is subject to Section 404
401 and/or the Neuse River Riparian Buffer Rules These tributary stream determinations are
summarized below
Tnb
Location &
Description
DWQ points &
Subject to
Subject to
Determination
Decimal Lat/Long
404 -401
Neuse
Buffer
Al
200 upst of US 1
Muddy channel in wetland
28 5 pts
Yes
No (not
4 ft wide pools slight flow
mapped)
35 8204 78 5945
Intermittent
A2
350 upst of US 1
Dry sandy stormwater
17 pts
No
No (ephem)
channel 5 ft wide
35 8206 78 5947
Ephemeral
B
E of Fordham Ln &
Flowing sand/gravel
38 pts
Yes
Yes
Crandon Ln intersec
channel 4 8 ft wide
Perennial
35 8242 78 5963
C
S of Brentwood Park
Muddy channel draining
215 pts
Yes
Yes
& E of Julian Drive
wetland 3 ft wide no water
Intermittent
35 8268 78 5970
D
150 upstr of Ingram
Piped under development
Piped Stream
No
No (piped)
Drive
Not Rated
35 8315 78 5989
E
550 upstr of Ingram
Dry rip rap lined ditch
8 5 pts
No
No (ephem)
Drive
Ephemeral
35 8327 78 5985
F
50 upstr of New
Flowing sand/gravel
37 pts
Yes
Yes
Hope Church Rd
channel 8 ft wide
Perennial
35 8355 78 5981

9 0

eespy,•
0
°±
7
0 qpl
1
' � r
e �
�L

t

� ��- ,� I:

MARSH CREEK INTERCEPTOR SEWER IMPROVEMENTS
PLANTING PLAN
NEUSE RIVER RIPARIAN BUFFER
WAKE COUNTY, NC
10 INTRODUCTION
The Planting Site is composed of a maintained sewer line corridor located adjacent to the west
bank of Marsh Creek is oriented in a generally north south direction and occupies
approximately 0 63 acre The existing sewer line corridor is proposed to be relocated and
replanted Vegetation within the existing corridor consists primarily of herbs and weedy forbs
such as microstegium (Microstegium vimineum) polygonum (Polygonum spp ) blue eyed grass
(Sisyrinchium sp) bedstraw (Galium sp) violets (Viola sp) wild garlic (Allium vineale)
Carolina geranium (Geranium carohnianum) and fescue (Festuca sp ) with some encroachment
by woody vines including poison ivy (Toxicodendron radicans) and Virginia creeper
(Parthenocissus quinquefolia) Regular maintenance has prevented the colonization of the site
by woody tree or shrub species Adjacent riparian species generally consist of saplings and
shrubs of species including red maple (Acer rubrum) green ash (Fraxinus pennsylvanica) horse
sugar (Symplocos tinctoria), and giant cane (Arundinaria gigantea) West of the utility corridor
vegetation is characterized by canopy and saplings of species including hackberry (Celtis
laevigata), American holly (Ilex opaca) red maple green ash Chinese privet (Ligustrum
sinense) autumn olive (Elaeagnus umbellata) and multi flora rose (Rosa multiflora) Several
low wetland areas are located adjacent to the utility corridor and are dominated by herbaceous
vegetation such as arrow arum (Peltandra virginica) lizard s tail (Saururus cernuus) and
spotted touch me not (Impatiens capensis), with scattered saplings of green ash and red maple
Prior to disturbance the Planting Site likely supported Piedmont/Low Mountain Alluvial Forest
riparian vegetation as described in The Natural Communities of North Carolina (Schafale and
Weakley 1990) Restoration of floodplam forest and stream side habitat allows for development
and expansion of characteristic species across the landscape Ecotonal changes between
community types contribute to diversity and provide secondary benefits such as enhanced
feeding and nesting opportunities for mammals birds amphibians and other wildlife
One Natural Resources Conservation Service (MRCS) soil series is mapped within the Planting
Site Wehadkee and Bibb Soils [WoA 0 2 percent slopes (MRCS 2012)] This soil series is
typically composed of a surface layer of loam or silt above deep sandy loams and tends to be
poorly drained Depth to the seasonal high water table is within 12 inches of the soil surface
Typically these soils are subject to frequent flooding, which may drown seedlings, however due
to the deeply incised nature of Marsh Creek flooding is expected to be an uncommon
occurrence Vegetation recommended for this soil series by the NRCS includes loblolly pine
green ash, Shumard and cherrybark oaks yellow poplar sycamore and black gum Plant
competition for resources is generally severe within this soil series Unless eradicated or
controlled pioneer hardwood species shrubs and woody vines may prevent the successful
natural seeding or planting of desired tree species The suitability of Wehadkee and Bibb soils to

support vegetation appropriate for wildlife use is generally considered Fair to Poor Species such
as alders (Alnus spp ) greenbrier (Smilax spp ) and maples (Acer spp ) are well adapted to these
soils and provide suitable habitat for wildlife including beaver (Castor candensis) white tailed
deer (Odocodeus virginianus) raccoon (Procyon lotor), gray squirrel (Sciurus carohnensis)
northern bobwhite (Cohnus virginianus) dove (Zenaida spp ) and other non game bird species
(MRCS 1970)
Marsh Creek [N C Division of Water Quality (NCDWQ) Stream Identification Number (SIN)
27 33 20] is located within U S Geological Survey (USGS) Hydrologic Unit (HU) 03020201
0804 of the Neuse River Basin and has been assigned a classification of C NSW In addition to
these waters being protected for Class C uses the supplemental classification of NSW is applied
to waters needing additional nutrient management due to being subject to excessive growth of
microscopic or macroscopic vegetation All Planting Site activities are subject to regulations as
defined in the Neuse River Basin Buffer Rules (15A NCAC 02B 0233) and the Neuse River
Basin Buffer Mitigation Rules (15A NCAC 02B 0242)
2 0 PLANTING PLAN
The purpose of this planting plan is to reestablish vegetative community patterns within the
corridor The plan consists of 1) acquisition of available plant species, 2) implementation of
proposed Site preparation, and 3) planting of selected species Species selected for planting will
be dependent upon availability of local seedling sources Advance notification to nurseries (1
year) will facilitate availability of various noncommercial elements
Subsequent to the removal of the existing sewer line and prior to planting the Planting Site will
be ripped or disked to loosen soil compacted by machinery over the years Individuals of
Chinese privet, multi flora rose and autumn olive located immediately adjacent to the corridor
will be controlled mechanically and/or chemically, as part of this project In order to minimize
the competition for resources by colonizing grasses and forbs weed control fabric or a pre -
emergent herbicide will be used to limit the growth of competing forbs
Stream side trees and shrubs include species with high value for sediment stabilization, rapid
growth and the ability to withstand hydraulic forces associated with bankfull flow and overbank
flood events Nitrogen fixing species such as tag alder (Alnus serrulata) that are generally
appropriate for planting in this area were not included in this plan as Marsh Creek is designated
as a Nutrient Sensitive Water Stream side trees and shrubs will be planted within 15 feet of the
channel at a density of 2720 stems per acre on 4 foot centers Piedmont/Low Mountain Alluvial
Forest is targeted for the remainder of the Site and will be planted at a density of 680 stems per
acre on 8 foot centers Table 1 depicts the total number of stems and species distribution within
each vegetation association and Figure 1 depicts the planting areas Planting will be performed
between December 1 and March 15 to allow plants to stabilize during the dormant period and set
root during the spring season A total of 1248 tree and shrub seedlings will be planted during
restoration

Table 1 Planting Plan
Vegetation Association
Piedmont/Low
Mountain Alluvial
Forest*
Stream side
Assembla a **
TOTAL
Area acres
023
040
063
Species
number
planted
percent
of total
number
planted
percent
of total
number
planted
Cherrybark oak (Quercus pagoda)
24
15
24
Shumard oak (Quercus shumardn)
16
10
16
Willow oak (Quercus phellos)
16
10
16
Hackberry (Celtis laevigata)
8
5
8
Green ash (Fraxinus pennsylvanica)
16
10
16
Sycamore (Platanus occidentahs)
24
15
24
Ironwood (Carpinus carohniana)
16
10
16
Black gum (Nysssa sylvatica var biflora)
16
10
109
10
125
Highbush blueberry (Vaccmium corymbosum)
8
5
109
10
117
Common elderberry (Sambucus canadensis)
8
5
218
20
226
Silky dogwood (Corpus amomum)
8
5
326
30
334
Black willow (Salix nigra)
326
1 30
1 326
TOTAL
1 160
100
1088
1 100
1 1248
* Planted at a density of 680 stems per acre
** Planted at a density of 2720 stems per acre
A one time application of fertilizer will be applied to the Site to encourage establishment of
seedlings No further fertilizer applications will be made During the first year vegetation will
receive a cursory visual evaluation on a periodic basis to ascertain the degree of overtopping of
planted elements by nuisance species and survival of planted species Following guidelines
presented in Guidelines for Riparian Buffer Restoration (NCEEP 2004) weed control will
continue for three years subsequent to planting Inspections for other potential nuisance species
will occur throughout the course of the monitoring period Appropriate actions may be taken to
ameliorate any negative impacts regarding vegetation development and/or water management on
an as needed basis
3 0 MONITORING
Monitoring is proposed for vegetated riparian buffers at the Planting Site and will be performed
for five years Restoration monitoring procedures for vegetation will monitor plant survival and
species diversity After planting has been completed in winter or early spring, an initial
evaluation will be performed to verify planting methods and to determine initial species
composition and density Supplemental planting and additional modifications will be
implemented, if necessary A photographic record of plant growth should be included in each
annual monitoring report After Year 1 quantitative sampling of vegetation will be performed as
outlined in the CVS EEP Protocol for Recording Vegetation Version 4 0 (Lee et al 2006) in
September of the first monitoring year and annually between June 1 and September 30 for the
remainder of the monitoring period until vegetation success criteria are achieved

During quantitative vegetation sampling in early fall of the first year, two sample plots (5 meters
by 20 meters) will be randomly placed within the Site however best professional judgment may
be necessary to establish vegetative monitoring plots upon completion of construction activities
In each sample plot vegetation parameters to be monitored include species composition and
species density
Success criteria have been established to verify that the vegetation component supports
community elements necessary for forest development Success criteria are dependent upon the
density and growth of planted forest species An average density of 320 stems per acre of
planted species must be surviving after five monitoring years
4 0 VEGETATION CONTINGENCY
If vegetation success criteria are not achieved based on average density calculations from
combined plots over the entire restoration area supplemental planting may be performed with
tree species approved by regulatory agencies Supplemental planting will be performed as
needed until achievement of vegetation success criteria
If, within the first 3 years any species exhibits greater than 50 percent mortality the species will
either be replanted or an acceptable replacement species will be planted in its place
5 0 REPORTING
The first year monitoring report will be submitted at the end of December after Site
implementation Monitoring will continue for five years or until agreed upon success criteria are
achieved with a report submitted by the end of December for each monitoring year

60 REFERENCES
Lee Michael T R K Peet S D Roberts and T R Wentworth 2006 CVS EEP Protocol for
Recording Vegetation Version 4 0 (online) North Carolina Department of
Environment and Natural Resources, Ecosystem Enhancement Program Raleigh
Available http //www nceep net/busmess /momtonng/veg/cvs eep manual v4_lev 1
2 pdf
North Carolina Division of Water Quality (NCDWQ) 2010 Final North Carolina Water
Quality Assessment and Impaired Waters List (NC 2010 Integrated Report Category 4
and 5 303(d) List Approved August 31, 2010) (online) North Carolina Department of
Environment and Natural Resources, Raleigh North Carolina Available
http / /portal ncdenr org/web /wq /ps /mtu/assessment [December 8, 2010]
North Carolina Division of Water Quality (NCDWQ) 2011 DWQ Surface Water
Classifications Stream File (GIS shapef le data, dated February 8 2011 online) North
Carolina Department of Environment and Natural Resources Raleigh Available
http / /portal ncdenr org /web /wq /ps/ csu/maps [May 1 2012]
North Carolina Ecosystem Enhancement Program (NCEEP) 2004 Guidelines for Riparian
Buffer Restoration North Carolina Department of Environment and Natural Resources,
Raleigh Available http / /www nceep net/news /reports/buffers pdf
Radford A E, H E Ahles and C R Bell 1968 Manual of the Vascular Flora of the Carolinas
The University of North Carolina Press, Chapel Hill 1183 pp
Schafale MP and A S Weakley 1990 Classification of the Natural Communities of North
Carolina Third Approximation North Carolina Natural Heritage Program Division of
Parks and Recreation North Ccarolma Department of Environment Health, and Natural
Resources Raleigh North Carolina
United States Department of Agriculture (USDA) 1970 Soil Survey of Wake County North
Carolina Natural Resources Conservation Service United States Department of
Agriculture
United States Department of Agriculture (USDA) 2012 Web Soil Survey (online) Soil
Survey Staff, Natural Resources Conservation Service Available
http //websoilsurvey nres usda gov /app /WebSoilSurvey aspx [May 1 2012]
United States Geological Survey (USGS) 2010 Raleigh East 7 5 minute topographic
quadrangle 1 sheet
United States Geological Survey (USGS) 1974 Hydrologic Unit Map 1974 State of North
Carolina

Weakley Alan S 2007 Flora of the Carolinas Virginia Georgia and Surrounding Areas
(online) University of North Carolina Herbarium North Carolina Botanical Garden
University of North Carolina, Chapel Hill North Carolina Available
http / /www herbarium unc edu/WeakleysFlora pdf

TECHNICAL SPECIFICATIONS
Marsh Creek Interceptor Sewer Improvements
All work shall be conducted in accordance with the procedures identified within these special
provisions and the 2006 North Carolina Department of Transportation (NCDOT) Standard
Specifications manual
10 INVASIVE SPECIES CONTROL
Description
Furnish equipment chemicals, machinery, and labor to eradicate invasive species in locations
indicated in the Planting Plan or in locations as directed by the Engineer
Treatment will include manual removal of individual plants by cutting and chemical herbicide
application to stumps and/or cut branches The invasive species summary table is (Table 1) is not
a comprehensive list and other invasive species may occur on the Site
Table 1 Invasive Suecies Known to Occur Within the Site
Common Name
Scientific Name
Chinese privet
Ligustrum sinense
Multi flora rose
Rosa multi ora
Autumn olive
Eleagnus umbellata
*Microstegium
*Microste zum vimineum
* Will not require control of Microstegium
The contractor shall utilize professional grade sprayers to selectively apply herbicide in
accordance with the manufacturers specifications and recommendations in these technical
specifications The contractor shall conduct operations so as to prevent injury to native trees,
shrubs or other types of vegetation that are to remain growing and also to prevent damage to
adjacent properties
The Site will be treated with herbicide prior to Site planting to ensure weed control and survival
of the planted hardwood seedlings A Certified Herbicide Applicator should apply herbicide
treatment to the Site in the late summer to early fall prior to the first frost This application will
include cutting of woody invasive species and spraying individual stumps within the entire Site
Please note that the Site is within a basin protected by Riparian Protection Rules and specific
activities are not allowable within Zone 1 (30 feet from the top of a stream bank) or Zone 2 (20
feet from Zone 1) of the riparian buffer Zones and allowable practices are detailed in the
following description

Materials
Herbicide Treatment (Sprayed or Painted Directly to Stumps)
• Troclpyr herbicide, the Contractor may use Garlon 3A Turflon Access or other similar
product
• Water soluble blue dye, the Contractor may use Turf Trax, ACMI, Blazon or other
similar product
Herbicide Treatment (Foliar Sprat/ Treatment sprayed at 20 gallons of solution per acre)
• 4 quarts per acre of Accord Concentrate or similar product
• 0 25 percent total solution of nonionic surfactant, the Contractor may use Cide kick,
Induce southern Ag Surfactant or other similar product
• Water soluble blue dye the Contractor may use Turf Trax, ACMI Blazon, or other
similar product
The Accord Concentrate is used to kill existing vegetation while the surfactant is an oil based
additive that aids in the adherence of the herbicide to the leaf structure of existing vegetation
Accord Concentrate (EPA Reg No 62719 324) is labeled as an herbicide that can be used in
aquatic habitats including habitat restoration and management areas and may be sprayed over
standing water or adjacent to flowing water
Construction Methods
Currently the Site is dominated by weedy forbes with some encroachment by woody invasive
species which if left uncontrolled may result in significant mortality of planted hardwood
seedlings Prior to planting the Site, growth of the herbaceous layer will be controlled to aid in
the survival of planted hardwood seedlings
Woody invasive vegetation species shall be cut manually and a Certified Herbicide Applicator
shall apply the following herbicide treatment to the remaining stump The remaining stump shall
not be higher than 12 inches above the ground surface Any fruiting plants are to be bagged and
disposed of offsite to prevent dispersal of seed The Contractor shall be responsible for offsite
disposal of all brush in a lawful manner Immediately after cutting the plant the herbicide
treatment shall be applied by spraying or painting the remaining stump ensuring coverage of the
cambium area next to the bark which is the most vital area of the stump to wet for systemic
uptake of the herbicide by the plant
Smaller invasive vegetation too small to be manually cut may receive foliar application of
herbicides if approved by field managers In this case a non ionic surfactant shall be added to
the herbicide treatment as outlined below The surfactant is an oil based additive that aids in the
adherence of the herbicide to the leaf structure of the existing vegetation
A water soluble blue dye shall be added to the herbicide for both the stump spray or paint and
foliar spray methods to track treatment and detect spray drift The herbicide treatment shall be
applied when drift potential is lowest between wind speeds of 2 10 miles per hour and a
minimum of two hours of dry time follows All herbicide treatment applications shall be
made in accordance with the manufacturers' specimen labels

A Certified Herbicide Applicator should apply the herbicide treatment by ground application
(skidder bulldozer or backpack sprayed) to the Site The treatment should be applied in late
summer to early fall, prior to the first frost Neuse Riparian Buffer Zone 2 will be sprayed and
Zone 1 will be spot sprayed during the second treatment as described below
Please note that a one time herbicide application is considered an exempt use and is allowable
within Neuse Riparian Buffer Zone 2 with spot spraying allowable in Zone 1 in accordance with
NCDWQ Administrative Code 15A NCAC 02B 233 (Meuse River Basin Protection and
Maintenance of Riparian Buffers) Within Zone 1 the herbicide should be applied using a
backpack sprayer a 2 foot diameter circle should be sprayed at the desired spacing of the
hardwood plantings
Spray operators should apply herbicides while traversing in an upstream direction to prevent
concentration of herbicide in the water Care should be taken when applying the treatment to
avoid areas of standing water and streams where problem vegetation does not exist and to ensure
that bankside applications do not overlap more than 1 foot into open water The herbicide
treatment should be applied when a minimum of six hours of dry time follows

2 0 BARE -ROOT PLANTS
Description
The planting plan for this restoration project was developed using a two zone planting scheme
(see Figure 2 for a depiction of planting zones) Planting zones are as follows
Planting Zone A will include the plant association of Streamside Assemblage as
described in the Planting Plan and will be located within 15 feet of the existing
stream channels
Planting Zone B will include the plant association of "Piedmont/Low Mountain Alluvial
Forest and will include the floodplam portions of the project area beyond 15 feet
from the streams
Substitutions of specified plant materials may be made with the approval of the designer and
shall be compatible with the specified planting scheme
The work covered by this section consists of furnishing, installing, and maintaining bare root
stock at a location described on the plans or in locations as directed by the designer in
accordance with these specifications The work of planting includes initial planting, plant
establishment and replacement plantings, as needed
The contractor shall perform the operations provided for in these specifications in a careful
workmanlike manner that will promote the continued life and healthy growth of all plants in their
final location
Materials
Bare root plants shall be planted in the appropriate zone as indicated in Figure A of the Planting
Plan) Table 1 of the planting plan lists species spacing guidelines and plant association of bare -
root vegetation
Installation shall occur during the dormant season (November 3 — April 4) for Wake County No
planting shall be done when the temperature is below 32 °F when the soil to be excavated for the
plant hole is frozen when the sides or bottom of the plant hole are frozen or when the soil is too
wet
Installation
In digging loading transporting unloading planting or otherwise handling plants the
contractor shall exercise the utmost care and use adequate precautions to prevent injury to or
drying out of the trunk branches, or roots and to prevent freezing of the plant roots
While plants with bare roots are being transported to and from heeling in beds or are being
distributed in planting beds, or are awaiting planting after distribution, the contractor shall
protect the plants from drying out by means of wet canvas, burlap, or straw, or by other means
acceptable to the designer and appropriate to weather conditions and the length of time the roots
will remain out of the ground

Table 2 Planting Plan
Vegetation Association
Piedmont/Low
Mountain Alluvial
Forest*
Stream -side
Assembla a **
TOTA
L
Area acres
023
040
063
Species
number
planted
percent
of total
numbe
r
planted
percent
of total
numbe
r
planted
Cherrybark oak (Quercus pagoda)
24
15
24
Shumard oak (Quercus shumardu)
16
10
16
Willow oak (Quercus hellos)
16
10
16
Hackbe (Celtas laeva ata)
8
5
8
Green ash (Fraxanus eons lvanaca)
16
10
16
Sycamore (Platanus occadentahs)
24
15
24
Ironwood Car anus carohnaana)
16
10
16
Black gum (Nysssa sylvataca var baflora)
16
10
109
10
125
Highbush blueberry (Vaccanaum
cor mbosum)
8
5
109
10
117
Common elderberry (Sambucus
canadensas)
8
5
218
20
226
Silky dogwood (Corpus amomum)
8
5
326
30
334
Black willow Salax nagra)
326
30
326
TOTAL
160
100
1088
100
1248
* Planted at a density of 680 stems per acre
** Planted at a density of 2720 stems per acre
Bare root seedlings of tree species will be planted within Zone B (Piedmont/Low Mountain
Alluvial Forest) at a density of approximately 680 stems per acre on 8 foot centers Species in
Zone A (Streamside Assemblage) area will be planted at a density of 2 720 stems per acre on 4
foot centers
While plants with bare roots are being transported to and from heeling in beds or are being
distributed in planting beds, or are awaiting planting after distribution the contractor shall
protect the plants from drying out by means of wet canvas burlap or straw or by other means
acceptable to the designer
Installation of bare root plants shall be located in designated planting zones as described on the
plans or as directed by the designer Soil in the area of shrub and tree plantings shall be loosened
to a depth of at least 6 inches This is only necessary in areas with compacted soil or as
determined by the designer Bare root plants may be planted in holes made by a mattock dibble
planting bar or other means that meet the approval of the designer Root stock shall be planted
in a vertical position with the root collar approximately 0 5 inches below the soil surface The
planting trench or hole shall be of sufficient width and depth to permit roots to spread out and
down without J rooting After planting the soil shall be tamped around the shrub or tree firmly
to eliminate air pockets

All plant material seed sources and/or plant stock shall be compatible with the same USGS
Physiographic Province (Blue Ridge Piedmont, or Coastal Plain) and the USDA Hardiness Zone
(Zones 6a, 6b, 7a, 7b, or 8a) as the area(s) to be planted All plant matenal(s) shall be grown by
nurseries within the USDA Hardiness Zones 6a 6b, 7a 7b, or 8a Only the highest quality bare
root plants shall be installed The seedlings shall have well developed fibrous root systems and
healthy buds Seedlings shall be packaged and stored prior to planting to protect against damage
and extreme temperatures

3 0 SEEDING FOR SOIL STABILIZATION
Description
Temporary Seeding for soil stabilization will be required (as necessary) in disturbed areas
throughout the Site Native seed mixes at the rates shown in the table below shall be used for
seeding
Materials
The table below lists possible soil stabilizing seed mixtures as recommended by Guidelines for
Riparian Buffer Restoration (NCEEP 2004) The contractor shall provide detailed information
including, but not limited to, germination rates, noxious weed seeds and date and location of
harvest on seed mix The designer must approve seed mix prior to application
Table 3 Recommended Seed Species
Common Name
Scientific Name
Redtop
Agrostas alba
Sedge
Carex stricta
Orchardgrass
Dactylas glomerata
Barley
Hordeum spp
Deertongue
Panacum clandestanum
Panic grasses
Panacum spp
Switchgrass
Panacum vargatum
Brown Top of Pearl Millet
Pennasetum glaucom
Winter Rye or Rye Grain
Secale cereale
Construction
Fertilizer application required for the Site shall consist of P205 (phosphate) and K20 (potash)
based material During planting, soil amendments as recommended may be added at the location
of each newly planted hardwood seedling to aid in its establishment
Seed is to be sown with a spreader or a seeding machine Seeding rates are to be based on
manufacturer recommendations for each seed mix Seed is not to be broadcast or dropped when
wind velocity exceeds 5 miles per hour Seed is to be evenly distributed by sowing in two
directions at right angles to each other Wet seed or seed that is moldy or otherwise damaged in
transit or storage is not to be used Seeded areas are to be protected by spreading straw mulch
uniformly to form a continuous blanket over seeded areas Straw mulch is to be spread by hand
blower or other suitable equipment

Appendix 5

r
Forrest Creek Riparian Buffer Mitigation Bank
Rudolph Riparian Buffer Bank
Statement of Availability May 11th, 2012
NC Division of Water Quality
Ms Amy Chapman /Mr Eric Kulz
512 N Salisbury St Raleigh,
9th floor
NC 27604 Archdale Building
U S Army Corps of Engineers
Mr Monti Matthews
CESAW RG R
Raleigh Regulatory Field Office
3331 Heritage Trade Center Suite 105
Wake Forest NC 27587
Re Project MARSH CREEK INTERCEPTOR SEWER IMPROVEMENTS
This document confirms that City of Raleigh (Applicant) for the MARSH CREEK INTERCEPTOR
SEWER IMPROVEMENTS has expressed an interest to utilize 50,786 Square Feet of Riparian
Buffer Mitigation Credits from a combination of the EBX Neuse Riparian Buffer Umbrella
Mitigation Bank /Rudolph Site and the Forrest Creek Stream and Riparian Buffer Mitigation Bank
located in Neuse HUC 03020201 As the Bank Sponsor for both sites, EBX EM LLC attests to the
fact that mitigation is available for transfer upon permit issuance
Banker will notify applicant if the 50,786 Sa Ft of Buffer Mitigation become considered At
Risk of not being available prior to permit issuance Credits are not considered secured until
payment in full is received from the applicant resulting in the issuance of a Bill of Sale and
Affidavit of Sale by the bank acknowledging that the applicant has fully secured credits from
the bank and the Banker has accepted full responsibility for the mitigation obligation requiring
the credits /units
The Banker will issue the Affidavit of Sale within ten (10) days of receipt of the balance of the
Purchase Price Banker shall provide to Applicant with a copy of the Affidavit of Sale and a
documented copy of the debit of credits from the Bank Official Credit Ledger(s) showing the
permit number and the resource type secured by the applicant A copy of the Affidavit of Sale,
with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation
If any questions need to be answered please contact me at 239 872 1678
Best Regards
14"4 P;k,
Matthew R Fisher
EBX EM LLC
909 Capability Drive Suite 3100 Raleigh NC 27606

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