20100742 Ver 1_401 Application_20100910

C=Fl Kimley-Hom
and Associates, Inc.
September 8, 2010
Ms. Emily Hughes
Wilmington Regulatory Field Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
Mr. Ian McMillan
NC Division of Water Quality
2321 Crabtree Blvd., Suite 250
Raleigh, North Carolina 27604
2 0 1 0 0 7 4 2
P.O. Box 33068
Raleigh, North Carolina
27636-3068
??1J a
SEP - 8 2040
Mm-1A a clumm
NANO3MRWAIN01100
Re: Nationwide Permit 27 Application
Cedar Avenue Stream and Wetland Rehabilitation Project
Wilmington, NC
Dear Ms. Hughes and Mr. McMillan:
On behalf of the City of Wilmington, Kimley-Horn and Associates, Inc. (KHA) is
submitting the enclosed additional information and Preconstruction Notification
Application for authorization to construct the above reference project under
Nationwide Permit Number 27. The following information is included as part of the
application submittal:
• Preconstruction Notification Form
• Agent Authorization Form
• Site figures
• Preliminary Jurisdictional Determination
• Surveyed Jurisdictional Delineation Map (for signature)
• Approved Jurisdictional Determinations Forms
• Environmental Review Report
• Morphological Measurements Table
• Design Plans
¦
TEL [phone]
FAX [phone]
? Kirr?eyHom
and Associates, Inc.
If there is any additional information you need, or if you have any questions, please do
not hesitate to contact me at [phone].
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.
Tod St. John, P.
Enclosures
Cc: Mr. David B. Mayes, City of Wilmington
2 0 1 0 0 7 4 2
o?oF?W A? F9
o<
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification CN Form
A. Applicant Information e VA
1. Processing
1a. Type(s) of approval sought from the
Corps:
®Section 404 Permit E] Section 10 Permit ...
1 b. Specify Nationwide Permit (NWP) number: NW 27 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? x Yes No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

? Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ® No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ® Yes ? No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: City of Wilmington - Cedar Avenue Outfall Improvements
2b. County: New Hanover
2c. Nearest municipality / town: Wilmington
2d. Subdivision name: None
2e. NCDOT only, T.I.P. or state
project no: None 2? ?a
3. Owner Information -OTERQUAUTY
3a. Name(s) on Recorded Deed: City of Wilmington
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable): Sterling B. Cheatham, City Manager (c/o Dave Mayes)
3d. Street address: 205 Chestnut Street
3e. City, state, zip: Wilmington, NC 28402
3f. Telephone no.: 910) 341-5880
3g. Fax no.: [phone]
3h. Email address: [e-mail]
Page 1 of 12
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, specify:
4b. Name:
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: Todd St. John
5b. Business name
(if applicable): Kimley-Horn and Associates, Inc.
5c. Street address: 3001 Weston Parkway
5d. City, state, zip: Cary, NC 27513
5e. Telephone no.: [phone]
5f. Fax no.: [phone]
5g. Email address: [e-mail]
Page 2 of 12
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1 b. Site coordinates (in decimal degrees): Latitude: 34.21774 Longitude: - 77.88791
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 1.02 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Burnt Mill Creek/Sweet Water Branch
proposed project:
Burnt Mill Creek is classified as Class C, Swamp Waters
2b. Water Quality Classification of nearest receiving water: (C,Sw). This system is also listed on the NCDWQ
303(d) list for impaired waters (2006).
2c. River basin: Cape Fear
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project is located west of the intersection of S. Kerr Avenue and Cedar Avenue. General land use in the project
vicinity is both residential and commercial. The project is bordered to the north and west by residential developments and
to the south and east by commercial developments including a paint store, cleaners, and barbeque restaurant. Areas
along the southern reach of the stream channel have been previously cleared and are now primarily dominated by
invasive species such as kudzu and winged sumac. A small private garden is located directly adacent to the southern
portion of the channel along the western bank. The northern reach of the channel has a single row of trees along the
banks. The remaining buffer is maintained lawn.
3b. List the total estimated acreage of all existing wetlands on the property:
none
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
600
3d. Explain the purpose of the proposed project:
The purpose of the project is to relieve flooding od College Road and improve water quality in the Burnt Mill Creek
watershed.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project seeks to restore approximately 600 feet of naturally functioning stream and riparian system to restore habitat
functions and improve water quality.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes ? No ? Unknown
project (including all prior phases) in the past?
Comments: See attached JD Map and preliminary JD
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: Kimley-Horn and
Associates, Inc.
Name (if known): Todd St. John, P.E. Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
February 18, 2010.
Page 3 of 12
PCN Form - Version 1.3 December 10, 2008 Version
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
? Yes ® No ? Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
Page 4 of 12
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
? Wetlands . ® Streams - tributaries ? Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
W 1 ? P ? T ? Yes ? Corps
? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? PEI T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts 0
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - PER or
(Corps - 404, 10
stream
length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ? P ®T restoration UT to Burnt Mill ® PER ® Corps
533
Creek ? INT ® DWQ
S2 ? P ® T enhancement UT to Burnt Mill ? PER ® Corps
2
60
Creek ® INT ® DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts 593
3i. Comments:
Page 5 of 12
PCN Form - Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 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
Tem ora T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts 0
4g. Comments:
5. Pond or Lake Construction
If and 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 (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5E Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ? Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number- Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary T impact required?
B1 ?P?T - ?Yes
? No
B2 ?P?T ?Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts
6i. Comments:
Page 6 of 12
PCN Form - Version 1.3 December 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The intent of the project is to restore natrual functions to a highly degraded stream.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The project will make use of appropriate erosion control including a pump around to minimize any sediment loss from the site
during construction.
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

El Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 12
PCN Form - Version 1.3 December 10, 2008 Version
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 12
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
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?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
? Yes ? No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? N/A %
2b. Does this project require a Stormwater Management Plan? ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: This project will not increase impervious
cover (BUA). Additionally, as part of the restoration, floodplain depressions are proposed to assimilate stormwater prior to
it reching the stream. These measures will be retrofits that will address existing, untreated imperious cover. This project is
also exempt from the Coastal Stormwater Law since it is not considered to be development and will not increase BUA.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stonnwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? City of Wilmington
? Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ® No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
? 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
? Yes ® No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ® Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ® Yes ? No
Page 9 of 12
PCN Form - Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ? Yes ? No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 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.
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.
This project will not generate wastewater.
Page 10 of 12
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No
impacts?
? Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The U.S. Fish and Wildlife Threatened and Endangered Species list for New Hanover County (08/05/2009) and the
Natural Heritage Program online database were reviewed (09/17/2009) in order to determine whether the project would
impact federally endangered or threatened species or Designated Critical Habitat. No habitat for any federally listed
species or documented occurances of federally listed species occurs within the project area.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The National Marine Fisheries online database for Essential Fish habitat (EFH) was reviewed (09/17/2009) in order to
determine if the project would impact EFH. Hewlett's Creek is the closest listed location designated as EFH. Hewlett's Creek
is approximately 1.3 miles southeast of the proposed project.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The N.C. State Historic Preservation mapping was reviewed (05120/2008) in order to determine if any historical resources
are located in the project vicinity. The closest historical resource is located approximately 0.4 miles to the west and will
not be impacted by the proposed project.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? Federal Emergency Flood Insurance Rate Map Panel
3107J (Effective 06/02/2006) was reviewed in order to determine if the project was located in the 100-year floodplain.
The project is located in Zone X, or the 500-year floodplain.
Sterling B. Cheatham, City t
Manager V o
Dppdricant/Agent's
Signature Date
A licant/A ent's Printed Name (Agent's signature is valid only if an authorization letter from the applicant
Page 11 of 12
PCN Form - Version 1.3 December 10, 2008 Version
Letter of Authorization
Mr. Dave Mayes, with City of Wilmington Storm Water Services authorizes
Kimley-Horn and Associates, Inc. to act as our limited agent to coordinate with
the U.S. Army Corps of Engineers and North Carolina Divisions of Coastal
Management and Water Quality for the preparation and submittal of
jurisdictional determinations and 404/401/CAMA permit applications associated
with the Cedar Avenue Drainage Improvements Project located in Wilmington,
New Hanover County, North Carolina. Authorization will terminate on either
final agency action or upon written notification from either parties involved.
Company Name: _ City of Wilmington Storm Water Services
Contact Name: David B. Maves, P.E
Client Address: Post Office Box 1810
Wilmington, North Carolina 28402-1810
Client Phone #: [phone]
Client Fax #: [phone]
Client Email: dave.mayes(n)
,wilmingtonnc.gov
(Signature of Clien )
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Title Project Site Vicinity Map
Project Cedar Avenue Stream and Wetland Rehabilitation Project
Prepared For:
ova?.r Wilmington, North Carolina
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U.S..A_RMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2010- DOcAal County: New Hanover U.S.G.S. Quad:
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Dave Mayes, City of Wilmington
Address: P.O. Box 1810
Wilmington, North Carolina 28402
Telephone No.: [phone]
Property description:
Size (acres) 6001f Nearest Town Wilmington
Nearest Waterway Burnt Mill Creek River Basin Cape Fear
USGS HUC 030030007 Coordinates N 34.217881 W 77.887864
Location description Site is. a linear feature located west of Kerr Avenue beginning near the intersection of S. 43ra
Street and Cedar Avenue, heading north approximately 600 feet and ioinine with a side channel to the west
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
X The waters of the U.S. including wetland on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
_ The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on . Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC at [phone] to determine
their requirements.
Page 1 of 2
Action ID:-)0(t,. 00 ?
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Emily Hughes at (910) 2514635.
C. Basis For Determination
This site exhibits wetland criteria as described in the 1957 Corps of Engineers Wetland Delineation Manual and is
adjacent to unnamed tributaries to Burnt Mill Creek, a tributary to the Cape Fear River, a Navigable Water of the U.S.
This site also contains waterbodies that exhibit an Ordinary High Water Mark and are tributaries to Burnt Mill Creek.
This determination is based on information submitted by Kimley-Horn and Associates, Inc. and a site visit by Emily
Hughes on March 18, 2010.
D. Remarks
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn:Emily Hughes, Project Manager,
Wilmington Regulatory Field Office
69 Darlington Ave.
Wilmington, North Carolina 28403
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 6/30/2010.
**It is not necessary to sub i n RFA fo to the District Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official:
Date 04/30/2010 Q E? pirafiion Date 30 April, 2015
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the Customer Satisfaction Survey located at our website at hqp:Hregulatory.usacesurvey.com/ to
complete the survey online.
Copy furnished:
Kimley-Horn & Associates, Inc. Attn: Todd St. John, 3001 Weston Parkway, Cary, NC 27513
Page 2 of 2
? ? ? Kimley-Horn
and Associates, Inc.
M e m o r a n d u m
To: Emily Hughes
From: Todd St. John
Date: March 19, 2010
Subject: City of Wilmington Cedar Avenue Stream and Wetland Rehabilitation Project
Jurisdictional Determination Request
Thank you for meeting with Chad Evenhouse and I yesterday (March 18, 2010) to review the jurisdictional
features at the subject project site. Based on that review I have prepared the attached mapping that depicts
the results of the meeting and jurisdictional features within the project boundary as shown. If you agree, we
would appreciate a Jurisdictional Determination "tear sheet" based on the mapping. It is anticipated that we
will provide a PCN for a Nationwide Permit 27 this spring.
Prepared Pnr- Project Cedar Avenue Stream and Wetland Rehabilitation Project
FO*0 Wilmington, North Carolina
Date Project Number Figure
3/19/10 011335025 1
Prepared by Josh Allen GMPI " ra
Title Project Site Vicinity Map
Prepared by Josh Allen [MFI =.
Prepared by Josh Allen Emn =?
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: North Carolina County/parish/borough: New Brunswick City: Wilmington
Center coordinates of site (lat/long in degree decimal format): Lat. 34 13 6.3° N, Long. 77 53 23.6° W.
Universal Transverse Mercator:
Name of nearest waterbody: Burnt Mill Creek
Name of nearest Traditional Navigable Water (TNW) Into which the aquatic resource flows: Smith Creek
Name of watershed or Hydrologic Unit Code (HUC): 0303006
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):
SECTION 11: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There Are no "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area. [Required]
Waters subject to the ebb and flow of the tide.
? 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 Pick List "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): r
? 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
? 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
? 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: 1000 linear feet: 2 to 6 width (ft) and/or acres.
Wetlands: None acres.
c. Limits (boundaries) of jurisdiction based on: Established by OHWM.
Elevation of established OHWM (if known): 0.5 to 1 foot.
2. Non-regulated waters/wetlands (check if applicable):3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
1 Boxes checked below shall be supported by completing the appropriate sections in Section III below.
z 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).
s 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 IILA.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections IILA.1 and 2
and Section III.D.1.; otherwise, see Section IILB 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, sldp to Section IILD.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.DA.
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 significant 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 waterbodya 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 HI.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: 30+/-acres
Drainage area: 30+/- acres
Average annual rainfall: 40+ inches
Average annual snowfall: <2 inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
? Tributary flows directly into TNW.
® Tributary flows through 2 tributaries before entering TNW.
Project waters are 2-5 river miles from TNW.
Project waters are 1 (or less) river miles from RPW.
Project waters are 2-5 aerial (straight) miles from TNW.
Project waters are 1 (or less) aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNW`: Burnt Mill Creek to Smith Creek.
Tributary stream order, if known: 1 st.
a 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: Ditched and straightened.
Tributary properties with respect to top of bank (estimate):
Average width: 10 feet
Average depth: 3 feet
Average side slopes: Vertical (1:1 or less).
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: somewhat eroding.
Presence of run/riffle/pool complexes. Explain:
Tributary geometry: Relatively straight
Tributary gradient (approximate average slope): 0.2 %
(c) Flow:
Tributary provides for: Seasonal flow
Estimate average number of flow events in review area/year: 20 (or greater)
Describe flow regime: Flows about 50% of a normal year.
Other information on duration and volume:
Surface flow is: Discrete and confined. Characteristics:
Subsurface flow: Yes. Explain findings: Flow occurs within sand bed.
? 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
ine 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: RPW receives direct urban runoff.
Identify specific pollutants, if known: sediments, nutrients, PAHs.
'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): 10 feet.
? 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: Likely tolerant aquatic insects or crustaceans.
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TNW:
Flow is: Pick List. Explain:
Surface flow is: Pick List
Characteristics:
Subsurface flow: Pick List. 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 Pick List river miles from TNW.
Project waters are Pick List aerial (straight) miles from TNW.
Flow is from: Pick List.
Estimate approximate location of wetland as within the Pick List floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain:
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 List
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 abuts? (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 significantly 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):
TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in 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: 50 linear feet 5 width (ft).
? Other non-wetland waters: acres.
Identify type(s) of waters:
Non-RPWs8 that flow directly or indirectly into TNWs.
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):
? Tributary waters: linear feet width (ft).
? Other non-wetland waters: acres.
Identify type(s) of waters:
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 111.13 and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
? 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.
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
? 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.
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
d Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
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):'"
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.
which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
? Other factors. Explain:
Identify water body and summarize rationale supporting determination:
8See Footnote # 3.
9 To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook.
to 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).
? Other non-wetland waters: acres.
Identify type(s) of waters:
? 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.e., 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.e., 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.e., 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.
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)
® Photographs: ® Aerial (Name & Date):
or ? Other (Name & Date):October 16, 2007.
? 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:
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 L• 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: North Carolina County/parish/borough: New Brunswick City: Wilmington
Center coordinates of site (lat/long in degree decimal format): Lat. 34 13 0.7° N, Long. 77 53 16.9° W.
Universal Transverse Mercator:
Name of nearest waterbody: Burnt Mill Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Smith Creek
Name of watershed or Hydrologic Unit Code (HUC): 0303006
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):
SECTION H: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There Are no "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area. [Required]
? Waters subject to the ebb and flow of the tide.
? 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 Pick List "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply):'
? 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
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
? 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: 1000 linear feet: 2 to 6 width (ft) and/or acres.
Wetlands: None acres.
c. Limits (boundaries) of jurisdiction based on: Established by OHWM.
Elevation of established OHWM (if known): 0.5 to 1 foot.
2. Non-regulated waters/wetlands (check if applicable):3
? Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
' Boxes checked below shall be supported by completing the appropriate sections in Section III below.
z 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 HI.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 IILD.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
sldp to Section IILDA.
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 significant 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: 100+/-icres
Drainage area: 100+/- acres
Average annual rainfall: 40+ inches
Average annual snowfall: <2 inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
? Tributary flows directly into TNW.
® Tributary flows through 2 tributaries before entering TNW.
Project waters are 2-5 river miles from TNW.
Project waters are 1(or less) river miles from RPW.
Project waters are 2-5 aerial (straight) miles from TNW.
Project waters are I (or less) aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNWS: Burnt Mill Creek to Smith Creek.
Tributary stream order, if known: 1 st.
a 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: Ditched and straightened.
Tributary properties with respect to top of bank (estimate):
Average width: 20 feet
Average depth: 5 feet
Average side slopes: Vertical (1:1 or less).
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: somewhat eroding.
Presence of run/riffle/pool complexes. Explain:
Tributary geometry: Relatively straight
Tributary gradient (approximate average slope): 0.2 %
(c) Flow:
Tributary provides for: Seasonal flow
Estimate average number of flow events in review area/year: 20 (or greater)
Describe flow regime: Flows about 75% to 90% of a normal year.
Other information on duration and volume:
Surface flow is: Discrete and confined. Characteristics:
Subsurface flow: Yes. Explain findings: Flow occurs within sand bed.
? 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):
El 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
ine 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: RPW receives direct urban runoff.
Identify specific pollutants, if known: sediments, nutrients, PAHs.
'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): 3 feet.
? 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: Likely tolerant aquatic insects or crustaceans.
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TNW:
Flow is: Pick List. Explain:
Surface flow is: Pick List
Characteristics:
Subsurface flow: Pick List. 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 Pick List river miles from TNW.
Project waters are Pick List aerial (straight) miles from TNW.
Flow is from: Pick List.
Estimate approximate location of wetland as within the Pick List floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain:
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 List
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 abuts? (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 significantly 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 in 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: 600 linear feet 6 width (ft).
? Other non-wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWss that flow directly or indirectly into TNWs.
? 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):
? 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 111.13 and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
? 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.
? 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
? 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):"
? 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.
? which are or could be used for industrial purposes by industries in interstate commerce.
? Interstate isolated waters. Explain:
? Other factors. Explain:
Identify water body and summarize rationale supporting determination:
'See Footnote # 3.
To complete the analysis refer to the key in Section III.D.6 of the Instructional 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).
? Other non-wetland waters: acres.
Identify type(s) of waters:
? 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.e., 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.e., 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.e., 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.
® 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)
E Photographs: ? Aerial (Name & Date):
or ® Other (Name & Date):October 16, 2007.
? 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:

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Kimley-Horn
?? and Associates Inc.
M e m o r a n d u m
To: Dan Robinson, P.E.
From: Todd St. John, P.E.
Date: August 13, 2008
Project: Cedar Avenue Drainage Improvement Project
Subject: Environmental Review
Existing Conditions
A section of the unnamed tributary Burnt Mill Creek (UT) was evaluated from a point approximately
where Cedar Avenue ends until it reaches a 54" CMP at the Courtyard Apartments (Figure 1). Burnt Mill
Creek and its tributaries are classified as C; Sw (swamp waters) by the North Carolina Division of Water
Quality (NCDWQ). Burnt Mill Creek is also listed on NCDWQ's 303(d) list as having impaired biological
and ecological integrity related to benthos. The section of stream reviewed has been heavily impacted by
urbanization and lack of stormwater treatment or control. The stream also appears to have been historically
straightened and channelized.
The east side of the UT is bounded by commercial property and west is bounded by residential properties.
Much of the commercial property has parking adjacent to the UT with stormwater outlets that discharge
directly to the UT. The residential properties have large, open back yards. (See Figure 1.)
The 0.13 to 0.15 square-mile watershed is heavily urbanized with both commercial and residential
impervious cover. The watershed includes minimal to no stormwater controls. The geomorphic site
assessment revealed exaggerated bankfull cross-sections as compared to the Coastal Plain Regional Curve,
approximately 10 square feet as compared the 3.5 square feet predicted the Regional Curve. This would be
expected due to the heavily urban nature of the stream (Appendix A). However, it is recommended that
additional geomorphic data be obtained to confirm the relationship between the bankfull cross section and
the drainage area if the data is to be used to complete a natural channel design for the stream.
The Department of Cultural Resources, Office of Archives and History database was reviewed contacted
on May 20, 2008 regarding historical, cultural, or archeological resources on the subject property. No
cultural resources (i.e. historical structures) are recorded within the subject property. A formal review was
not initiated with the State Historic Preservation Officer as part of this process. (See Appendix B.)
City of Wilmington
Cedar Avenue Drainage Improvements
Environmental Review
A review of the North Carolina Natural Heritage Program (NC NHP) database was conducted on May 20,
2008 in order to determine potential occurrences of federally protected species within one mile of the
subject property. NC NHP mapping revealed no endangered species within one mile of the subject
property. However, State listed species and Federal Species of concern have been identified within 1 mile of
the project. (See Appendix B.)
There were no jurisdictional wetlands identified along the segment of the UT between Cedar Avenue and
the 54" CMP at the apartment complex. However, the UT and the ditch that enters the UT from the east are
likely and potentially jurisdictional, respectively. If these features are jurisdictional then a Section 404
Permit from the US Army Corps of Engineers (USACE) and a corresponding 401 Water Quality
Certification from NCDWQ would be required to impact the channels. Potential constraints for stream
work.
Concept Approach and Potential Alternative Funding Sources
Based on the existing conditions, there appear to opportunities to provide stormwater storage, stormwater
quality improvement and stream enhancement or restoration. Figure 1 provides a conceptual plan that
would include the above possibilities. Such a plan may also prove attractive to funding sources such as the
Clean Water Trust Fund or 319 Grant program. There may also be potential for stream mitigation;
however, the buffer constraints may limit the available credit that could be derived from stream restoration.
Enclosures: Figure 1: Concept Stream Restoration and Stormwater BMP Plan
Appendix A: Morphological Data and Cross-sections and Site Photographs
Appendix B: SHPO and Natural Heritage Information
2
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Concept Stormwater Treatment BMP
Concept Stream Restoration
Concept Stormwater Storage BMP
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Title I Concept Stream Restoration and Stormwater BMP Plan
Q
Prepared For: Project Rockwell Patures Stream and Wetland Restoration Site
.�!►. Stanl County,North Carolina
Date Project Number Figure
8/19/08 011335025 1
Prepared by Brandon Barham Cc" iR

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Photograph 1: UT to Burnt Mill Creek

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Title Appendix A: Project Site Photographs
Prepared For Prepared By
Project Cedar Avenue Drainage Project
•
Date Project Number KmleyHom
6/9/08 0113352025 and Associates, Inc.
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RIVERMORPH CROSS SECTION SUMMARY
River Name: Sweetwater Branch
Reach Name: Reach 1
Cross Section Name: XS1- Lower Cross-section
Survey Date: 05/22/2008
TAPE
------ FS ELEV NOTE
--------
0 --------------
0 ----------------------
36
5.58 0 33
9.52 0 32 BKF
10.63 0 31
14.71 0 30.5
17.94 0 31
19.67 0 35.5
Cross Sectional Geometry
Channel Left Right
Floodprone Elevation (ft) 33.5 33.5 33.5
Bankfull Elevation (ft) 32 32 32
Floodprone Width (ft) 14.25 ----- -----
Bankfull Width (ft) 8.8 6.08 2.72
Entrenchment Ratio 1.62 ----- -----
Mean Depth (ft) 1.12 1.14 1.09
Maximum Depth (ft) 1.5 1.5 1.36
Width/Depth Ratio 7.86 5.33 2.5
Bankfull Area (sq ft) 9.88 6.93 2.96
Wetted Perimeter (ft) 9.94 7.87 4.8
Hydraulic Radius (ft) 0.99 0.88 0.62
Begin BKF Station 9.52 9.52 15.6
End BKF Station 18.32 15.6 18.32
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(11) UOIJena13
RIVERMORPH CROSS SECTION SUMMARY
River Name: Sweetwater Branch
Reach Name: Reach 1
Cross Section Name: XS2 - Upper Cross-section
Survey Date: 05/22/2008
TAPE FS ELEV NOTE
0 0 36
2.39 0 32.5
3.16 0 31
9.37 0 31
9.68 0 32
11.01 0 33
15.68 0 37.5
BKF
Cross Sectional Geometry
Floodprone Elevation (ft)
Bankfull Elevation (ft)
Floodprone Width (ft)
Bankfull Width (ft)
Entrenchment Ratio
Mean Depth (ft)
Maximum Depth (ft)
Width/Depth Ratio
Bankfull Area (sq ft)
Wetted Perimeter (ft)
Hydraulic Radius (ft)
Begin BKF Station
End BKF Station
Channel Left Right
34 34 34
32.5 32.5 32.5
10.68 ----- -----
7.95 7.04 0.92
1.34 ----- -----
1.3 1.42 0.43
1.5 1.5 1.31
6.12 4.96 2.14
10.37 9.98 0.39
9.78 9.41 2.98
1.06 1.06 0.13
2.39 2.39 9.43
10.35 9.43 10.34
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State Listed/FSC Occurance Locations (NHP Review 05-20-08)
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® Historical Resource Location (SHPO Review 05-20-08)mow
See attached species list for #1 & #2

Select Element Occurrence
Page 1 of 1
-k (
Select Elem ent Occurrence(s)
Found 18 Element Occurrence(s)
Sel Scientific
Select Details ED ID ED Common Date Last ED EO State Federal State Global
Name Nb Name Observed Ran k Accuracy Protection Protectio n Rank Rank
Status Status
F View 22550 Aristida
condensate 22 Big Three-
awn Grass 1931-08-
30 H Very Low SR-P 51 G4?
Rafinesque's
Corynorhinus Big-eared Bat
F View 24390 rafinesquii 52 - Coastal U Very Low T FSC S3 G3G4TNR
macrotis Plain
Subspecies
• View 1462 Crocanthemum
4 Carolina 1958-04-
carolinianum Sunrose 20 H Very Low SR-P Si G4
r View 9649 Deirochelys
reticular
i a 19 Turtle Chicken
1969-04
H
Very Low
SR
S3
GS
r View 22454 Dichanthelium
sp.9 7 A Witch
Grass 1906-05-
04 H Unknown SR-L
52
G2G3
• View 6540 Dionaea
muscipula 85 Venus Flytrap
1963-03
H
Medium
SR-L SC
FSC
S3
G3
• View 13292 Helisoma
eucosmium
1 Greenfield
Rams-horn
1908
X
Very Low
E
FSC
S1
G1Q

(- View Heterodon
16641 simus
52 Southern
Hognose
1976
E
Very Low
SC
FSC
S2
G2
Snake
• Vim 814 Ludwigia alata 11 Winged
Seedbox
1963
H
Very Low
SR-P
S2
G3G5
F View 6961 Ludwigia 17 Shrubby 1978-07- E

suffruticosa
Seedbox
28 Low SR-P S2 GS

- Malaclemys Carolina
(
View 3796 terrapin 27 Diamondback SC S3 G4T4Q
centrata Terrapin
r View 5838 Masticophis
flagellum 43 Coachwhip 1968-09 H Very Low SR
53
GS
• View 21790 Myotis
septentrionalis 33 Northern
Myotis 1994-
Post E Very Law W2 S3S4 G4
r View 479 Polygonum 17 Seabeach 1978-

glaucum
Knotweed
PRE H Very Low SR-T S3 G3
• View 6244 Rynchops
niger 42 Black
Skimmer 1997 H Very Low
ry SC
S3B,S3N
65
• View 2910 Seminatrix 8 Slack Swamp
1967
H
Very Low
SR
pygaea nake S2 G5
• View 19387 Sterna hirundo 20 Common
Tern
2001
D
Very Low
SC
S38
G5
(- ViQw 5683 Sternula
antillarum
38
Least Tern
2004
C
Very Low
SC
S38
G4
• Select All Zoom to Record
http://10.251.149.223/nhis/partner/forms/eoleo-py_eo_select.phtml?showOnMap=1 &srid... 5/20/2008
Select Element Occurrence
Page 1 of l
+,2-
Select Elem ent Occurrence(s)
Found 16 Elem ent Occurrence(s)

Select Details Scientific
EOID ED Common Date Last EO EO State Federal
State
Global
Name Nb Name Observed Rank Accuracy Protection Protection Rank Rank
Status Status
F View 22550 Aristida
condensata
22 Big Three-
awn Grass 1931-08-
30
H
Very Low
SR-P
51
G43
Rafinesque's
Corynorhinus Big-eared Bat
F View 24390 rafinesquii 52 - Coastal U Very Low T FSC S3 G3G4TNR
macrotis Plain
Subspecies
r View 1462 Crocanthemum
4 Carolina 1958-04-
carolinianum Sunrose 20 H Very Low SR-P S1 G4
r _View 9649 Deirochelys
reticularia 19 Turtle Chicken
1969-04
H
Very Low
SR
S3
GS
• View 22454 Dichanthelium 7 A Witch 1906-05-
sp.9 Grass 04 H Unknown SR-L S2 G2G3
r View 13292 Helisoma
eucosmium
1 Greenfield
Rams-horn
1908
X
Very Low
E
FSC
S1
G1Q

I- View Heterodon
16641 simus
52 Southern
Hognose
1976
E
Very Low
SC
FSC
S2
G2
Snake
r View 814 Ludwigia alata 11 Winged Seedbox 1963 H Very Low SR-P S2 G3G5
Malaclemys Carolina
View 3796 terrapin 27 Diamondback SC S3 G4T4Q
centrata Terrapin
• View 5838 Masticophis
flagellum 43 Coachwhip 1968-09 H Very Low SR S3 GS
• View, 21790 Myotis 33 Northern 1994-
E
septentrionalis Myotis Post Very Low W2 S354 G4
• Vw
1 479 Polygonum 17 Seabeach 1978-

glaucum
Knotweed
PRE H Very Low SR-T S1 G3
r View 6244 Rynchops
niger 42 Black
Skimmer 1997 H Ve Low
ry SC
S38,S3N
GS
r View 2910 Seminatrix
8 Black Swamp
1967
H
pygaea Snake Very Low SR 52 GS
• View 19387 Sterna hirundo 20 Common
Tern 2001 D Very Low SC S38 GS
r View 5683 Sternula
antiliarum 38 Least Tern 2004 C Very Low
Y SC
838
G4
• Select All Zoom to Record
http://l 0.251.149.223/nhis/partner/forms/eo%o-py_eo_select.phtml?showonMap=1 &srid... 5/20/2008
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