20090492 Ver 1_401 Application_20090509

09"0492
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PARKWOOD DRAINAGE IMPROVEMENTS
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MAY 0 1 2009
a w - WATER OUMM
WETLWS AM STORWATER BRANCH
PRE-CONSTRUCTION NOTIFICATION
NATIONWIDE PERMIT 18
CITY OF JACKSONVILLE
ONSLOW COUNTY, NORTH CAROLINA
Prepared For:
City of Jacksonville
PO Box 128
Jacksonville, NC 28541-0128
Phone [phone]
Fax [phone]
Prepared by:
WK Dickson & Company, Inc.
720 Corporate Center Drive
Raleigh, NC 27607
Phone [phone]
Fax [phone]
April 2009
WDICi, WK
4 ?
• community Infrastructure consultants
April 29, 2009
Mr. David Bailey
US Army Corps of Engineers
Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
PCN, Functional Assessment, and JD Request for
Parkwood Drainage Improvements in Jacksonville, NC
Dear Mr. Bailey:
Attached to this letter are: PCN Form, Project Narrative, Project Figures, Functional Stream Assessment
and Mitigation Plan, Jurisdictional Determination Request, and Project Plans for the Parkwood
Drainage Improvements Project in Jacksonville, NC. Based upon our site visits with USACE and
NCDWQ staff the project qualifies for a 404 Nationwide Permit 18 for minor discharges and 401
General Certification 3705. No formal NCDWQ notification is required but a courtesy copy of this
PCN will be provided to NCDWQ.
The proposed project will alleviate roadway and residential flooding in Jacksonville. The proposed
closed stormwater system will convey the 10-year storm event with no flooding. Impacts to
jurisdictional waters include 47 linear feet of stream channel a stormwater diversion structure at the
upstream end of the project and 62 linear feet of impact for gabion wall placement and bank grading at
the project outfall. Additionally, approximately 400 linear feet of UT1 (Reach 2A) will lose upstream
baseflow due to utility constraints. Mitigative measures include diverting the upstream baseflow into
600 linear feet of Reach 26, bank stabilization, impact minimization, and erosion control measures.
Please contact me if you have any questions regarding this PCN submittal ([e-mail]).
Thank you for your prompt attention to this important flood control project.
Sincerely,
W.K. Dickson & Co., Inc.
d;?Jlo ??
Daniel Ingram
Project Scientist
cc: Ian McMillan, NCDWQ
.banne Steenhuis, NCDWQ
Wally Hansen, Jacksonville Project Manager
Scott Sigmon, PE, WK Dickson Project Manager
File: 70585.00. RA
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10 .. I -
NC
Tel, 91 `-t.78M4''
Fax [phone]
www.wkclickson.com TransIr --!, a Water Resources * Urban Development # Geomatics
09-0492
404. N1A7?fip{
1 1 ?
4 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ? Section 10 Permit A* °
1 b. Specify Nationwide Permit (NWP) number: 18 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ® Yes ? No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
® Yes ? No For the record only for Corps Permit:

? Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ® Yes ? No

2. Project Information
2a. Name of project: Parkwood Drainage Improvements
2b. County: Onslow
2c. Nearest municipality / town: Jacksonville
2d. Subdivision name: Parkwood
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: See Attached List of Landowners
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
•
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: Municipality
4b. Name: Wally Hansen
4c. Business name
(if applicable):
City of Jacksonville
4d. Street address: 815 New Bridge Street
4e. City, state, zip: Jacksonville, NC 28541
4f. Telephone no.: 910-938-5249
4g. Fax no.: 910-938-5278
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: Daniel Ingram
5b. Business name
(if applicable): WK Dickson
5c. Street address: 720 Corporate Center Drive
5d. City, state, zip: Raleigh, NC 27607
5e. Telephone no.: 919-782-0495
5f. Fax no.: 919-782-9672
5g. Email address: [e-mail]
•
•
Page 2 of 12
PCN Form - Version 1.3 December 10, 2008 Version
Aft

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): See Attached List
1 b. Site coordinates (in decimal degrees): Latitude: Longitude: -
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 6.41 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to UT New River
proposed project:
2b. Water Quality Classification of nearest receiving water: C, NSW
2c. River basin: HUC 03030001 Ne fiver W K
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:
PRoject area is predominantly residential land use. A public scholl is adjacent to the left bank of the channel at the
upstream end of the project. Several road crossings are present throughout the project area. The attached project
narrative and figures also describe the general land use.
3b. List the total estimated acreage of all existing wetlands on the property:
No wetlands exist within the limits of disturbance or the general project area.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 2200 LF of UT1 New River (intermittent flow) and 500 LF of UT2 New River (perennial)
3d. Explain the purpose of the proposed project:
The proposed project will alleviate residential and roadway flooding. the attached project narrative provides additional
information on the project need and purpose.
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed project will divert stormflow into a sub-surface closed system from immediately upstream of Marlo Circle to
downstream of Fawn Trail. The majority of the stormwater system will be located beneath Clifton Road and Northwoods
Road. Existing channel baseflow will be maintained in Reach 1, Reach 3, and Reach 4. Baseflow in Reach 2A wil be
diverted to Reach 2B. Physical impacts to stream channels will occurr at the diversion structure and outfall. The attached
project narrative, mitigation plan, and construction plans provide a detailed construction sequence, drawings, and details.
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: the delineation has been reviewed by USACE
(Brad Shaver) and a JD Request is included with this PCN
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.
5. Project History
5a. Have permits or certifications been requested or obtained for ? Yes ®No El Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 12
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.
is
40
Page 4 of 12
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
? Wetlands ® Streams - tributaries ? Buffers
? Open Waters ? Pond Construction
C
•
Page 5 of 12
PCN Form - Version 1.3 December 10, 2008 Version

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) DWO - non-404, other) (acres)
Temporary T
W1 ? 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 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts
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 Fill for stormwater UT1 New River, ? PER ® Corps
3
8
4
diversion structure Reach 1 ® INT ® DW(Q .
Bank grading
S2 ®P ? T below OHWM for
stormwater UT1 New River ? PER
® INT ® Corps
® DWQ 3.8 43
diversion structure
Gabion baskets

S3 ®P ? T and bank grading
below OHWM for
UT2 New River
® PER
?INT
® Corps
®DWQ
8.5
62
bank protection at
outfall
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 109
3i. Comments: The attached project narrative, figures, and construction plans further describe the proposed stream impacts
•
Page 6 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
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4L Total open water impacts
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
5L 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 7 of 12
PCN Form - Version 1.3 December 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Avoidance and minimization measures during design are discussed in the attached project narrative description.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Avoidance and minimization measures during construction are discussed in the attached project narrative description.
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.
See attached Functional Assessment and Mitigation Plan for a detailed description of all mitigative measures.
F--]
L
Page 8 of 12
PCN Form - Version 1.3 December 10, 2008 Version
6I Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
a. 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:
4
r?
•
Page 9 of 12
PCN Form - Version 1.3 December 10, 2008 Version

4

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
? Yes ? No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? no increase %
2b. Does this project require a Stormwater Management Plan? ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The proposed project will not increase
imperviou ssurface. Additionally, The City of Jacksonville is a certified local government responsible for administering the
stormwater program. WK Dickson contacted the City Stormwate Manager (Pat Donovan-Potts) and confirmed that no
further permitting or coordination was necessary for the proposed project.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, na rrative description of the plan:
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
? 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
? HOW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply):
? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page ] 0 of 12
PCN Form - Version 1.3 December 10, 2008 Version
4
4 a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
F. Supplementary Information
Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ? Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
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
? Yes ? No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)

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.
Not Applicable
•
Page l 1 of 12
PCN Form - Version 1.3 December 10, 2008 Version
•
•
0
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?
NHP map room review and pedestrian survey of project area by qualified biologist indicated no suitable habitat for
protected species listed in Onslow County. A letter was sent to USFWS-Raleigh Field Office for their concurrence.
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?
NCDMF Nursery Area Map and South Atlantic Habitat and Ecosystem IMS
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?
NCSHPO file review, NRHP database review, and pedestrian survey of project area indicated no structures >50 years old
and no undisturbed surface soil.
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? FEMA Firmette mapping website, FEMA Map No.
3720436700J Panel No. 4367
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Applicant/ gent's Printed Name ppllcant/Agent's Signature a
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(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 10 of 10
PCN Form - Version 1.3 December 10, 2008 Version
• Parkwood Landowners
•
Name Address PIN
Stanley & Ton a McCauley 105 Fawn Trail 436708991673
Colleen Stevens 2710 Northwoods Drive 436708993569
Eric Jackson 2712 Northwoods Drive 436708992584
Joseph & Jenny Houle 2700 Northwoods Drive 436708997768
James & Elizabeth Vaughan 2702 Northwoods Drive 436708996782
Gerald & Cherish Roeder 2498 Northwoods Drive 437817008559
Gabrielle Gerosa 1501 Clifton Road 437705091508
Gladys Thompson 1503 Clifton Road 437705091684
Britian & Ashley Kinder 1505 Clifton Road 437705092648
Lise Meinhardt 1507 Clifton Road 437705093713
William & Tomiko Davilia 1509 Clifton Road 437705093789
Mon rove & Elizabeth Angel 1511 Clifton Road 437705094853
Russell & Carol Jamison 1513 Clifton Road 437705095828
Charlotte Pearson McClain 1515 Clifton Road 437705095993
Alfred & Hilda Hall 1517 Clifton Road 437705096968
Walter & Glenda Kennedy 1519 Clifton Road 437817007033
Larry & Cynthia Wilshire 201 David Place 437817008110
Judith B Brown 100 David Place 437705192978
John & Janet Swart 108 Marlo Circle 437817102145
John & Janet Swart 109 Marlo Circle
1
1 437817103159
]
Brent & Heather Rose 107 Marlo Circle 437817103353
40
•
PARKWOOD DRAINAGE IMPROVEMENTS
PROJECT NARRATIVE
0
E
PRE-CONSTRUCTION NOTIFICATION
NATIONWIDE PERMIT 18
PARKWOOD DRAINAGE IMPROVEMENTS
JACKSONVILLE
ONSLOW COUNTY, NORTH CAROLINA
PROJECT NARRATIVE
Project Description
The Parkwood basin is a 64-acre watershed situated in the northwest portion of the City of
Jacksonville. The conveyance system generally flows from north to south into an unnamed
tributary of the New River (UT2 New River).
The land use is composed of 78% residential, 4% commercial, 3% vacant, and 15% right-
of-way. Soils within the watershed are predominantly SCS hydrologic soil groups A, B, and C.
A list of drainage problems in the Parkwood watershed was obtained primarily through
feedback provided by the City and data obtained during several field visits. The most
significant area of flooding is located behind Marlo Circle across from Jacksonville High
School. During storm events water will typically overflow the channel banks and cause
significant backyard flooding. Frequent flooding also occurs further downstream at David
Place.
The existing conditions conveyance system consists of backyard drainage ditches and
closed piped systems primarily made of corrugated metal. A jurisdictional stream (UT1
New River is present from Gum Branch Road to the project outfall into UT2 New River
south of Fawn Trail. No wetlands are present in the project area. The project area is
located in the New River basin (HUC 03030001).
Project Alternatives
Alternatives were identified through an iterative process of upsizing pipes, lowering structure
and channel inverts, and rerouting flows where feasible into City right-of-way. In some cases
alternatives have been recommended that reflect a cost-effective design that significantly
improves existing conditions. However, in these cases the design objectives were not
achieved. The following four alternatives were analyzed to alleviate flooding throughout the
Parkwood drainage area:
Alternative 1a: Upgrade the existing system to convey the 10-year design flow. Proposed
improvements will be constructed in the same horizontal location as the existing drainage
system when feasible.
Alternative 1 b: Upgrade the existing system to convey the 25-year design flow. Proposed
improvements will be constructed in the same horizontal location as the existing drainage
. system when feasible.
Alternative 2a (Selected Alternative): Upgrade the existing system to convey the 10-year
design flow. Proposed improvements will be constructed to reroute runoff to a new system
• assure that the erosion and sediment control devices are installed properly and maintained
in a functioning condition.
Compensatory Mitigation
The attached Functional Assessment and Mitigation Plan detail the proposed mitigative
measures for the proposed work.
Floodplain Encroachment
The proposed project will not encroach upon the 100-year floodplain and is not in a flood
hazard area.
Threatened and Endangered Species
Table 1 below lists threatened and endangered species in Onslow County. No protected
species or suitable habitat was observed in the project area. Additionally a file review at
NHP did not indicate any known occurrences in the project area. The proposed project is
not likely to adversely affect any protected species.
Table 1. Threatened and endangered species in project area
Commm Name Scientific name Federal Record Status
Status
Vertebrate:
• American alligator
E Alligator mississippiensis T (S/A) Current
astern puma (=cougar) Puma concolor couguar E Historic
Green sea turtle Chelonia mydas T Current
Leatherback sea turtle Dermochelys coriacea E Current
Loggerhead sea turtle Caretta caretta T Current
Piping plover Charadrius melodus T Current
Red-cockaded woodpecker Picoides borealis E Current
Shortnose sturgeon Acipenser brevirostrum E Historic
West Indian manatee Trichechus manatus E Current
Vascular Plant:
Cooley's meadowrue Thalictrum cooleyi E Current
Golden sedge Carex lutea E Current
Pondberry Lindera melissifolia E Current
Rough-leaved loosestrife Lysimachia asperulaefolia E Current
Seabeach amaranth Amaranthus pumilus T Current
Cultural and Historical Resources
A database search of National Register of Historic Properties indicated no listed historic
properties in the project vicinity. A file review at SHPO also did not reveal any known
• historic resources in the project area. Additionally, a site visit determined that no existing
structures will be impacted by the proposed project. The proposed project is not likely to
adversely affect any cultural resources.
•
PARKWOOD DRAINAGE IMPROVEMENTS
PROJECT FIGURES
0
0
Legend
Project Area
Streets
US Highway
NC Highway
State Route
?1
Tribut
New River
17
Local Roads
JJ
1 Figure 1
7
Parkwood Drainage Improvements
17 P? City of Jacksonville
Vicinity Map
A Pr
G
N
0 0.5 1 2
T-= EEED Mile
1 inch = 1 mile
?, W IICKSON
4
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PARKWOOD DRAINAGE IMPROVEMENTS
JD REQUEST

0
community Infrastructure Consultants
0
April 29, 2009
Mr. David Bailey
US Army Corps of Engineers
Wilmington Regulatory Field Office
69 Darington Avenue
Wilmington, North Carolina 28403
Subject: Jurisdictional Determination Request - Parkwood Drainage Improvements
Jacksonville, Onslow County, North Carolina.
Dear Mr. Bailey,
On behalf of the City of Jacksonville (Owner), WK Dickson is requesting a Jurisdictional Determination
for the above referenced property. Enclosed is a location map, jurisdictional determination forms. The
delineation has been field verified by the Brad Shaver (USACE). The report below summarizes our
findings.
Project Information
The study area consisted of the entire Parkwood watershed and included private residential lots,
Jacksonville High School property, and public right-of-way. The watershed extends from the
intersection of Sandy Drive and Lakewood Drive to the intersection of Fawn Trail and Northwoods
Drive. The total watershed area is 64 acres. The study area is almost entirely residential development
with few undeveloped parcels. Roadside ditches and drainage ditches are common landscape
features. The topography is uniformly flat.
A combination of in-house research and field investigations were performed to determine likely
wetland locations, delineate wetland boundaries, and make general habitat observations. The
methods and results are described in Sections 2 and 3, respectively.
Methods
The assessment for waters of the U.S., including wetlands, was performed utilizing the Routine On-Site
Determination Method as defined in the 1987 Corps of Engineers Wetlands Delineation Manual. This
technique uses a three parameter approach, which requires positive evidence of:
• Hydrophytic vegetation
• Hydric soils
•
729 Corporate Center Drive
Raleigh, NC 27607
Tel. [phone]
Fax [phone]
www.wkdickson.com
ransportation Resources a Urban Development + Ceomatics

• Wetland hydrology
Areas exhibiting the above three wetland characteristics, as well as surface waters, were marked in the
field with numbered surveyors tape or pin flags.
The subject inspection for wetland boundaries on the site consisted of using a combination of in-house
research and field investigations. In-house research included a review of information sources such as
U.S. Geologic Survey 7.5 minute topographic quadrangle, aerial photography, local soil survey, and
the Parkwood Area Drainage Study. Subsequent to the in-house review, wetlands and surface waters
were delineated in the field utilizing the above stated methodology.
Results and Discussion
The study area is located in the New River basin (HUC 03030001), which is a part of the New River
basin. The USGS quadrangle (,Jacksonville North, 1978) indicates an intermittent stream originating
midway in the watershed and flowing to the southwest. This stream is an unnamed tributary to the
New River.
No wetland areas are shown on the USGSquadrangle or soil survey. A small linear pond is shown on
the USGS quadrangle north of Gum Branch Road between Lakewood Drive and Sandy Drive.
• The Onslow County Soil Survey (1992) does not show any streams in the study area. The mapped soil
series in the study area are presented in the table below:
Soil Name Symbol Hydric Position in Watershed Approximate
Status Acreage
Craven fine sandy CrB Inclusions Upper watershed near Lakewood 12
loam, 1-4% slopes Drive
Rains fine sandy loam Ra Hydric Small area immediately south of 3
Gum Branch Road
Goldsboro-Urban Land GpB No Residential areas near Clifton 16
Complex, 0-5% slopes Road
Goldsboro fine sandy GoA No Central watershed near Marlo 4
loam, 0-2% slopes Circle
Torhunta fine sandy To Hydric Central watershed along Janie 6
loam Avenue
Baymeade-Urban Land BmB No Lower watershed near Ramona 20
Complex, 0-6% slopes Avenue
Baymeade fine sand, 0- BaB Inclusions Lower watershed near Fawn Trail 3
6% slopes
0
11
The field investigation identified one intermittent stream (UT1 New River) and one perennial stream
(UT2 New River). Figure 1 details the delineation results. Many excavated ditches were investigated
but were found to not be jurisdictional due to lack of hydric soil and wetland hydrology. The potential
stream channel identified (Reach 2B) is contained in an excavated ditch but did have consistent
groundwater input (base flow) and provides low quality aquatic habitat. The delineated features were
flagged for survey and are described below in detail.
UT1 New River
Reach 1 - UT1 New River originates at the downstream end of the Gum Brach Road culvert. Reach 1
flows within an excavated ditch approximately 1,500 feet, then into a stormwater system that conveys
the stream flow beneath two residential lots and David Place. The channel in this upper reach is
typically 4-8 feet wide and one foot deep at the normal high water elevation. The ditch is typically 10-
15 feet wide and 3-5 feet deep. The channel substrate is sandy and is predominantly riffle (shallow)
habitat. Little cover or coarse woody debris is available for aquatic habitat. The channel banks are
mostly steep but stable with some areas of instability. Typical bank vegetation includes loblolly pine,
wax myrtle, Chinese privet, sweetgum, Japanese honeysuckle, maintained turf grass, and ornamental
shrubs. There is a small area of forested riparian buffer on the right bank approximately 300 feet
downstream of Gum Branch Road. Bsewhere the riparian area is occupied by maintained residential
areas and school property. Two small ditches as well as several small stormwater drains empty into
Reach 1. Reach is intermittent (no streamflow was observed during the delineation). However,
intermittent base flow has been observed during subsequent site visits.
Reach 2 - UT1 New River Reach 2A flows within an excavated channel between Clifton Road and
Pelletier Place. This channel is approximately 400 feet long and empties into a stormwater system that
conveys the stream flow beneath several residential lots and Clifton Road. The Reach 2 channel is
typically 3-5 feet wide and one foot deep at the normal high water elevation. The ditch is typically 20
feet wide and five feet deep. The channel substrate is sandy and is predominantly riffle (shallow)
habitat. Little cover or coarse woody debris is available for aquatic habitat. The channel banks are
mostly steep but stable with some areas of instability. Typical bank vegetation includes loblolly pine,
wax myrtle, Chinese privet, sweetgum, greenbriar, tag alder, and ornamental shrubs. The riparian area
is occupied by the rear of maintained residential lots; there is no forested riparian buffer. Two small
ditches empty into Reach 2. Reach 2 is intermittent and base flow has been absent in times of dry
weather.
Reach 3 - UT1 New River Reach 3 flows within a short excavated channel between Clifton Road and
Northwoods Drive. This channel is approximately 150 feet long and empties into a stormwater system
that conveys the stream flow beneath two residential lots and Ramona Avenue. The Reach 3 channel
is typically 5 feet wide and two foot deep at the OHWM. The ditch is typically 25 feet wide and six
feet deep. The channel substrate is sandy and is a mix of riffle (shallow) and pool habitat. Woody
detritus was densely present in the channel. The channel banks are steep but stable with dense shrub
vegetation. Typical bank vegetation includes water oak, wax myrtle, Chinese privet, greenbriar,
blackberry, and tag alder. The riparian area is occupied by the rear of maintained residential lots;
0

there is no forested riparian buffer. A large drainage ditch (Reach 2B) empties into Reach 3 from the
north. Reach 3 is intermittent and base flow has been absent in times of dry weather.
Reach 4 - UT1 New River Reach 4 flows within a short excavated channel between Clifton Road and
Northwoods Drive. This channel is approximately 500 feet long and empties into a stormwater system
that conveys the stream flow beneath two residential lots and Northwoods Drive. The Reach 4
channel is typically 6 feet wide and one foot deep at the OHWM. The ditch is typically 20 feet wide
and six feet deep. The channel substrate is sandy and is a mix of riffle (shallow) and pool habitat.
Woody detritus was present in the channel. The channel banks are steep but stable with localized
areas of erosion. Pop rap bank stabilization is present on three 90 degree channel bends. Typical bank
vegetation includes water oak, wax myrtle, Chinese privet, greenbriar, sweet bay, loblolly pine, and
yellow polar. The riparian area is occupied by the rear of maintained residential lots; there is no
forested riparian buffer. Reach 4 is intermittent and base flow has been absent in times of dry weather.
UT1 New River leaves the study area (watershed) when it empties into a receiving stream (UT2 New
River) south of Fawn Trail.
UT2 New River
UT2 New River originates at the downstream end of the Fawn Trail culvert. UT2 flows within a
• slightly incised channel approximately 1.7 miles feet, then into the New River. Approximately 500
linear feet of UT2 was investigated for this delineation. The channel in this upper reach is typically 6-
10 feet wide and one foot deep at the OHWM. The channel substrate is sandy and is predominantly
riffle (shallow) habitat. Several pools were present in the upper 500 feet. Little cover or coarse woody
debris is available for aquatic habitat. The channel banks are mostly steep but stable. Much of the
banks are stabilized with riprap and erosion control fencing. Typical bank vegetation includes wax
myrtle, Chinese privet, maintained turf grass, and ornamental shrubs. UT2 is a perennial stream. A
consistent base flow has been observed during several site visits, even in times of drought.
Neither UT1 nor UT2 have any special designations such as: Outstanding Resource Waters, High
Quality Waters, Inland Primary Nursery Areas, Primary Nursery Areas, Anadromous Fish *awning
Areas, Sturgeon Spawning Areas, or Water Supply Waters. Neither UT1 nor UT2 is on the 303(d) list.
Other Potential Waters of the US
Other potential waters of the USwere investigated in the study area. These included roadside ditches
along Lakewood Drive and Sandy Drive, drainage ditches in the central part of the watershed, and
depressions in undeveloped parcels. No other waters of the USwere identified. The roadside ditches
and most drainage ditches lacked hydric soil and/or hydrology indicators. Several undeveloped lots
were investigated but all lacked hydric soils and/or hydrology indicators. A potential wetland area was
identified in a vacant lot north of Gum Branch Road and east of Sandy Drive but was determined to be
outside the study area and draining into the adjacent basin.
0

CAMA AREAS OF CONCERN
The Parkwood project area is in a coastal county and is subject to CAMA jurisdiction. CAMA regulates
impacts to Areas of Environmental Concern (AEC). AEC's include tidally influenced waters and
wetlands, Division of Marine Fisheries inland fishing waters (normally navigable by canoe) and
culturally significant resources. There is no tidal influence within the Parkwood project area and the
subject stream is not considered inland fishing waters by DMF. The proposed project will not require
a CAMA permit.
Thank you in advance for your timely response and cooperation. Return any comments to my
attention at the address below. Please feel free to contact me with any questions that you may have
with this project through e-mail [e-mail] or phone [phone].
Sincerely,
W.K. Dickson & Co., Inc.
Daniel Ingram
WK. Dickson & Co., Inc.
720 Corporate Center Drive
Raleigh, NC 27607
Enclosures
cc: banne Steenhuis, NCDWQ
Ian McMillan, NCDWQ
Scott Sigmon, WK Dickson Project Manager
Wally Hansen, Jacksonville Project Manager
Project file, 70825.00.RA
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APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
0 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. DIS'T'RICT OFFICE, FILE NAME, AND NUMBER:
C. PROJECT LOCATION AND BACKGROUND INFORMATION:
Parkwood Drainage Improvements
State: North Carolina County/parish/borough: Onslow City: Jacksonville
Center coordinates of site (]at/long in degree decimal format): Lat. 34.784285° , Long. 77.429957° W.
Universal Transverse Mercator:
Name of nearest waterbody: UTI New River
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: New River
Name of watershed or Hydrologic Unit Code (HUC): 03030001 (New River)
® 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 II: 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 Are "waters of the U.S." 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): t
? TNWs, including territorial seas
? Wetlands adjacent to TNWs
® Relatively permanent waters'- (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: 2200 linear feet: 4-6 feet width (ft) and/or 0.25 acres.
Wetlands: acres.
c. Limits (boundaries) of jurisdiction based on: Established by OHWM.
Elevation of established OHWM (if known): 20-30 feet above MSL.
2. Non-regulated waters/wetlands (check if applicable):
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 111 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 now at least "seasonally"
(e.g., typically 3 months).
' 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 IILD.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.I.; 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 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 waterbody4 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 IILB.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: 0.10 square miles
Drainage area: 0.10 square miles
Average annual rainfall: 55.96 inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
? Tributary flows directly into TNW.
® Tributary flows through 2 tributaries before entering TNW.
Project waters are 1-2 river miles from TNW.
Project waters are I (or less) river miles from RPW.
Project waters are 1-2 serial (straight) miles from TNW.
Project waters are 1 (or less) aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain: NA.
Identify flow route to TNWs: Project water is UTI New River; flows into UT2 New River; then flows into New River.
Tributary stream order, if known: 1.
•
Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the arid
West.
S 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: channel has been straightened and dredged in conjunction
with residential development.
Tributary properties with respect to top of bank (estimate):
Average width: 5 feet
Average depth: 4 feet
Average side slopes: 2:1.
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 due to low energy flows.
Presence of run/riffle/pool complexes. Explain: pools mostly absent due to dredging, mostly riffle/run habitat.
Tributary geometry: Relatively straight
Tributary gradient (approximate average slope): 0.5 %
(c) Flow:
Tributary provides for: Seasonal flow
Estimate average number of flow events in review area/year:
Describe flow regime: Seasonal flow winter/spring then intermittent in response to storm events in summer/fall.
Other information on duration and volume:
Surface flow is: Discrete and confined. Characteristics:
Subsurface flow: No 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 ? the presence of litter and debris
? changes in the character of soil ? destruction of terrestrial vegetation
® shelving ® the presence of wrack line
® vegetation matted down, bent, or absent ? sediment sorting
? leaf litter disturbed or washed away ? scour
? sediment deposition ? multiple observed or predicted flow events
? water staining ? abrupt change in plant community
? other (list):
F-1 Discontinuous OHWM.' 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):
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: water is generally tannic stained; no films or odors have been observed.
Identify specific pollutants, if known: no specific pollutants are known. However, roadway runoff, residential fertilizer, and
debris enter the tributary.
• '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): riparian corridor is predominatly maintained residential areas
• with disjunct areas of disturbed mixed pine/hardwood forest. Comon species include centipede grass (Eremochloa sp.), loblolly pine
(Pinus taeda), red maple (Acer rubrum), sweetgum (Liquidambar styraciflua), wax myrtle (Myrica cerifera), and Chinese privet
(Ligustrum sinense).
? 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: benthic macroinvertebrates, amphibians, and fish were observed in the
channel.
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:
40 (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.
(iii) 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 111.1):
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 II1.1):
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
I. 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: observations of flow throughout the year; as well as observations of a lack of flow during dry periods in summer
and fall.
Provide estimates for jurisdictional waters in the review area (check all that apply):
® Tributary waters: 2200 linear feet 4-6width (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
0 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 v
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):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.
? which are or could be used for industrial purposes by industries in interstate commerce.
? Interstate isolated waters. Explain:
? Other factors. Explain:
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.
Identify water body and summarize rationale supporting determination:
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 JI) (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):
? Previous determination(s). File no. and date of response letter:
? Applicable/supporting case law:
? Applicable/supporting scientific literature:
? Other information (please specify):
41 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 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:
Parkwood Drainage Improvements
State: North Carolina County/parish/borough: Onslow City: Jacksonville
Center coordinates of site (lat/long in degree decimal format): Lat. 34.782942° N, Long. 77.437197° W.
Universal Transverse Mercator:
Name of nearest waterbody: UT2 New River
Name of nearest Traditional Navigable Water (TNW) Into which the aquatic resource flows: New River
Name of watershed or Hydrologic Unit Code (HUC): 03030001 (New River)
® 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 II: 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 Are "waters of the U.S." 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): t
? TNWs, including territorial seas
? Wetlands adjacent to TNWs
® Relatively permanent waters (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: 500 linear feet: 6 feet width (ft) and/or 0.07 acres.
Wetlands: acres.
c. Limits (boundaries) of jurisdiction based on: Established by OHWM.
Elevation of established OHWM (if known): 20 feet above MSL.
• 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.
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 now at least "seasonally"
(e.g., typically 3 months).
' 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.A1 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,
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 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 waterbody4 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: 0.70 square miles
Drainage area: 0.70 square miles
Average annual rainfall: 55.96 inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
® Tributary flows directly into TNW.
? Tributary flows through Pick List tributaries before entering TNW.
Project waters are 1-2 rig. r miles from TNW.
Project waters are l (or less) river miles from RPW.
Project waters are 1-2 awi i:il (straight) miles from TNW.
Project waters are l (or less) aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain: NA.
Identify flow route to TNWs: Project water is UT2 New River, flows into New River.
Tributary stream order, if known: 2.
•
d 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: straightened and dredged during residential development.
Tributary properties with respect to top of bank (estimate):
Average width: 10 feet
Average depth: 3 feet
Average side slopes: 3:1 .
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 due to low energy flows.
Presence of run/riffle/pool complexes. Explain: pools mostly absent due to dredging, mostly riffle/run habitat.
Tributary geometry: Relatixeh straight
Tributary gradient (approximate average slope): 0.5 %
(c) Flow:
Tributary provides for: Seasonal flaw
Estimate average number of flow events in review area/year: 20 (or greater)
Describe flow regime: Perennial flow from Fawn Trail to New River.
Other information on duration and volume:
Surface flow is: Discrete and confined. Characteristics:
Subsurface flow: No. 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 ? the presence of litter and debris
? changes in the character of soil ? destruction of terrestrial vegetation
® shelving ® the presence of wrack line
® vegetation matted down, bent, or absent ® sediment sorting
? leaf litter disturbed or washed away ® scour
® sediment deposition ? multiple observed or predicted flow events
? water staining ? abrupt change in plant community
? 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):
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: water is generally tannic stained: no films or odors have been observed.
Identify specific pollutants, if known: no specific pollutants are known. However, roadway runoff, residential fertilizer, and
debris enter the tributary.
'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): riparian corridor is predominatly maintained residential areas
with disjunct areas of disturbed mixed pine/hardwood forest. Comon species include centipede grass (Eremochloa sp.), loblolly pine
(Pinus taeda), red maple (Ater rubrum), sweetg,um (Liquidambar styraciflua), wax myrtle (Myrica cerifera), and Chinese privet
(Ligustrum sinense).
? 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: benthic macroin vertebrates, amphibians, and fish were observed in the
channel.
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 Adjacent 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/M Size (in acres) Directly abuts? (Y/N) Size (in acres)
0
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: stream flow observed during all site visits, including during dry summer months.
? 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: observations of flow throughout the year; as well as observations of a lack of flow during dry periods in summer
and fall.
Provide estimates for jurisdictional waters in the review area (check all that apply):
® Tributary waters: 500 linear feet 6width (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):
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 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 (I-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):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.
? which are or could be used for industrial purposes by industries in interstate commerce.
? Interstate isolated waters. Explain:
? Other factors. Explain:
"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.
Identify water body and summarize rationale supporting determination:
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
ii_idgment (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):
? Previous determination(s). File no. and date of response letter:
? Applicable/supporting case law:
? Applicable/supporting scientific literature:
? Other information (please specify):
0 B. ADDITIONAL COMMENTS TO SUPPORT JD:
•
PARKWOOD DRAINAGE IMPROVEMENTS
FUNCTIONAL ASSESSMENT AND MITIGATION PLAN
0
0
F&WK
• WDICKSON
community Infrastructure consultants
Technical Memorandum
Parkwood Stream Channel
Functional Assessment and Mitigation Plan
April 2009
INTRODUCTION
This technical memorandum presents the results of a functional assessment of select channels in the
Parkwood project area and a mitigation plan for physical impacts to stream channels and impacts to
stream flow resulting from the proposed Parkwood Drainage Improvements project. The functional
assessment utilized the USACE Stream Quality Assessment Worksheets and NCDWQ Stream
Identification Forms (attached). The subject reaches are UT1 Reach 2A located between David Place
and Janie Avenue, UT1 Reach 2B located between David Place and Ramona Avenue, and UT1 Reach
3 located immediately upstream of Ramona Avenue. The proposed Parkwood Drainage Improvements
project will include a stormflow diversion structure in UT1 Reach 1, removing upstream baseflow from
Reach 2A. The baseflow will be diverted into Reach 2B as a mitigative measure. Several areas of bank
stabilization and toe protection are also proposed in Reach 2B. The project outfail will include bed
and bank stabilization measures in the receiving stream (UT2) downstream of Fawn Trail.
EXISTING CONDITIONS
Reach 2A
Reach 2A begins at a pipe outlet approximately 150 feet southwest of David Place and east of Clifton
Road. The downstream end of Reach 2A flows into a closed system at Janie Avenue and is conveyed
under Janie Avenue and Clifton Road then discharged into Reach 3. The reach length is 410 linear
feet. Typical channel dimensions are 22 feet wide and 4 feet deep. At the time of the functional
assessment site visit Reach 2A had a weak but consistent stream flow. Stream flow is seasonal with
consistent baseflow in winter/spring and intermittent flow in summer/fall in response to rain events.
Due to the seasonal stream flow and connection to the New River (traditionally navigable water) Reach
2A is considered a relatively permanent water and is a jurisdictional water of the US.
Reach 2A is uniform throughout its length and one Stream Quality Assessment Worksheet and
NCDWQ Stream Identification Form was completed at the approximate mid-point of the reach (FA4).
The stream assessment scored 41 points out of 100 possible points. The stream identification score
was 25.5, indicating intermittent flow. Reach 2A is typical of dredged urban coastal plain streams and
lacks bedform diversity and riparian zone integrity. It is likely that both Reach 2A and Reach 2B were
constructed concurrent with residential development in the Parkwood area to serve as drainageways.
Due to elevation and closed system connections, Reach 2A conveys baseflow while Reach 2B is
E
•
ephemeral. The biotic community was also assessed as weak due to the low number of
mac roi nve rteb rates and fish observed in the channel. Typical riparian vegetation species include
Chinese privet (Ligustrum sinense), loblolly pine (gnus taeda), red maple (Acer rubrum), water oak
(Quercus nigra), and wax myrtle (Myrica cerifera). Many of the banks are steep to nearly vertical but
appear to be stable due to low velocity flows. The channel is artificially straightened and deeply
incised due to dredging but does not appear to be further degrading. The photos below document
channel conditions in Reach 2A.
•
Reach 2B
Reach 2B begins at a pipe outlet approximately 100 feet southwest of David Place and west of Clifton
Road. The downstream end of Reach 2A flows into Reach 3 approximately 270 feet upstream of
Ramona Avenue. The reach length is 600 linear feet. Typical channel dimensions are 20 feet wide
and 5 feet deep. At the time of the site visit Reach 2B lacked baseflow but several deeper pools had
standing water. Reach 2B has ephemeral stream flow and flows only in direct response to rain events.
Due to the lack of seasonal or intermittent flow and low ecologic function, Reach 2B is not a
jurisdictional water of the US.
Reach 2B is relatively uniform throughout its length and two Stream Assessment Worksheets were
completed at 220 feet (FA1) and 480 feet (FA2) downstream of the reach origin. One NCDWQ Stream
Identification Form was completed at 220 feet downstream of the reach origin. The stream
assessments scored 28 points out of 100 possible points. The stream identification score was 17,
indicating ephemeral flow. Reach 2B is a typical of dredged coastal plain drainage ditch. It is likely
that both Reach 2A and Reach 2B were constructed concurrent with residential development in the
Parkwood area to serve as drainageways. Due to elevation and closed system connections, Reach 2A
conveys baseflow while Reach 2B is ephemeral. Reach 2B lacks stream flow, bedform diversity,
riparian zone integrity, and stream biota. No macroi nve rteb rates or fish were observed in the channel.
A persistent pool at the upstream end of Reach 2B contained mosquito fish (Gambusia sp.). Typical
40
Reach 2A typical conditions, view upstream.
Reach 2A typical conditions, view downstream.
•
riparian vegetation species include Chinese privet, sweetgum (Liquidambar styraciflua), loblolly pine,
red maple, and greenbriar (9nilax rotundifolia). Many of the banks are steep to nearly vertical but
appear to be stable. The channel is artificially straightened and deeply incised due to dredging but
does not appear to be further degrading. The photos below document channel conditions in Reach
2B.
0
Reach 26, typical bank stabilization location,
view downstream.
Reach 3
Reach 3 begins at the downstream end of Reach 2B and at a pipe outlet that discharges from Reach 2A
approximately 270 feet northeast (upstream) of Ramona Avenue. The downstream end of Reach 3
flows into a closed system beneath Ramona Avenue then discharges into Reach 4. The reach length is
270 linear feet. Typical channel dimensions are 23 feet wide and 7 feet deep. At the time of the site
0
Reach 2B upstream end at pipe outlet.
Reach 2B minor toe erosion.
Reach 2B typical conditions, view downstream

visit Reach 3 had a consistent baseflow. Stream flow is seasonal with consistent baseflow in
winter/spring and intermittent flow in summer/fall in response to rain events. Due to the seasonal
stream flow and connection to the New River (traditionally navigable water) Reach 3 is considered
relatively permanent water and is a jurisdictional water of the US.
Reach 3 is relatively uniform throughout its length and one Stream Assessment Worksheet and Stream
Identification Form was completed at 100 feet upstream of Ramona Avenue (FA3). The stream
assessment scored 46 points out of 100 possible points. The stream identification score was 23,
indicating intermittent flow. Reach 213is a typical of dredged coastal plain drainage ditches and urban
streams. Like both Reach 2A and Reach 2B, Reach 3 was constructed concurrent with residential
development in the Parkwood area to serve as a drainageway. Reach 3 has an impaired riparian zone
and lacks typical bedform diversity. The low numbers and diversity of macroi nverteb rates and fish is
consistent with urban channels. Typical riparian vegetation species include Chinese privet, sweetgum,
loblolly pine, and muscadine (Vitis rotundifolia). The banks are steep but appear to be stable. The
channel is artificially straightened and deeply incised due to dredging but does not appear to be further
degrading. Bank and toe stabilization is proposed in one area that lacks bank vegetation. The photos
below document channel conditions in Reach 3.
CJ
PROPOSED IMPACTS
Proposed impacts to stream channels below the OHWM include a diversion structure in UT1 Reach 1
and bank stabilization in UT2. These impacts are described in the PCN, project narrative, and project
design. There is no proposed channel work in Reach 2A. Impacts to instream flow will include
diversion of baseflow upstream of Reach 2A into Reach 2B. The diversion of baseflow is necessary
due to constraints from existing sanitary sewer lines and other utility crossings at David Place.
0
Reach 3 typical conditions, view upstream.
Reach 3 typical conditions, view downstream.
•
MITIGATIVE MEASURES
WK Dickson is proposing the baseflow diversion and bank stabilization in Reach 2B as mitigative
measures for unavoidable impacts in Reach 1 at the stormflow diversion structure, loss of baseflow in
Reach 2A, and stormwater outfall bank protection in UT2. No additional compensatory mitigation is
proposed. The Stream Quality assessment Worksheets document channelization, impaired riparian
zone function, and low bedform diversity throughout the project area. Diversion of baseflow into
Reach 2B will increase stream function to a level similar to or improved from Reach 2A. The primary
functional impairment to Reach 2B is a lack of stream flow, bedform diversity, and ecologic function.
Introduction of upstream baseflow into Reach 2B will increase bedform diversity, substrate sorting, and
aquatic habitat. The total stream length will also increase by 190 linear feet and eliminate a closed
system between Reach 2A and Reach 3.
The diversion of baseflow into Reach 2B may increase shear stress on banks and slope toes, thereby
necessitating the proposed stabilization measures. Proposed channel work in Reach 2B includes
approximately 210 linear feet of bank stabilization and toe protection in four discrete locations.
Proposed channel work in Reach 3 includes approximately 40 linear feet of bank stabilization and toe
protection in one location. Bank stabilization will be accomplished with coir matting, live stakes on a
2-foot spacing, and native riparian seed mix. Toe stabilization will be accomplished with Coir fiber
logs and live stakes. The project plans detail the proposed work. All stabilization work will be
• performed by hand; no mechanized equipment will be used in Reach 2B or Reach 3.
40
USACE AID# DWQ # Site #M (indicate on attached map)
to STREAM QUALITY ASSESSMENT WORKSHEET
•' Provide the following infor ation for the stream reach under assessment:
1. Applicant's name: C?fp ?aG? h'l(P 2. Evaluator's name: e? •?' rwwi -???J
3. Dde of evaluation: IS 110k f 4. Time of evaluation:
5. Name of stream: 6. River basin: ki 24-k
7. Approximate drainage are,
9. Length of reach evaluated:
Z60 f
11. Site coordinates (if known)
Latitude (ex. 34.872312):
prefer in decimal degrees.
8. Stream order: --A
10. County: Ot4
12. Subdivision name (if any): Park L40d
Longitude (ex. -77.55661
Method..location determined (circle): C Topo Sheet Ortho (Aerial) Photo/GIS Other GIS Other
13.//LL}ocation of reach linder evaluation (note nearly roads and landmark and attach map identifying?amlocation):
N14. Proposed channel work (if any

15. Recent weather conditions: CtPr
`` ,? e
16. Sife conditions at time of visit: C(W ) ?0
W'-
17. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
Trout Waters -Outstanding Resource Waters - Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
18. I* there a pond or lake located upstream of the evaluation point? YES IV If yes, estimate the water surface area:
• 19. Does channel appear on USGS quad map? YES 6 20. Does channel appear on USDA Soil Survey? YES
?e
21. Estimated watershed land use: W % Residential 20 % Cammercial _% Industrial _% Agricultural
% Forested % Cleared / Logged _% Other ( )
22. Bankfull width: Z? CT`s 23. Bank height (from bed to top of bank): ?•
-r.
24. Channel slope down center of stream: Flat (0 to 21/o) -Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
25. G&nnel sinuosity: Straight -Occasional bends -Frequent meander -Very sinuous -Braided channel
Instt'xctions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to e characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
char cteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach! The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
higisst quality.
Tttluator's Signature Date
TItas channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919-876-8441 x 26.
USACE AID# DWQ # Site hQT U(indicate on attached map)
M STREAM QUALITY ASSESSMENT WORKSHEET
• Provide the following information for the stream reach under assessment:
1. Applicant's name: 2. Evaluator's name:
3. Date of evaluation: f'O ! "tRr !iA" -` 4. Time of evaluation: " /J
5. Namd of stream: UT 6. River basin: ?I Oak
7. Approximate drainage area: 8. Stream order:
Om ok/
9. Length of reach evaluated: ?,60 10. County:
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any): G[ Wep
Latitude (ex. 34.872312): Longitude (ex. -77.556611):
Method location determined (circle): Topo Sheet Ortho (Aerial) Photo/GIS Other GIS Other
13. Location of eac under evaluation (note neat-by roads and landmarks and attach map identifying stream(s) location):
14. Proposed channel work (if any): /??1?L. cs •!? !v0 6"
15. Recent weather conditions: 6i w
16. Sitd conditions at time of visit: L4%Rl j
17. IdeAtify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters _ Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
18. I? there a pond or lake located upstream of the evaluation point? YES 19 If yes, estimate the water surface area:
•. 19. Dbes channel appear on USGS quad map? YES 1 20. Does channel appear on USDA Soil Survey? YES (l)
21. E?fnnated watershed land use: 10 % Residential Z! % Commercial _% Industrial _% Agricultural
r W % Forested
22. B ? full width: O C7ds?
24. Channel slope down center of stream: 1< Flat (0 to 2%)
25. Channel sinuosity: ?0 Straight -Occasional bends
_% Cleared / Logged % Other ( )
23. Bank height (from bed to top of bank): •
-Gentle (2 to 4%) Moderate (4 to 10%) -Steep (>10%)
-Frequent meander -Very sinuous -Braided channel
Instriwtions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to ea4 characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. 'The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total score (from ever e): as eA. Cpmments: /JI'l 1ktY d(RI 1i+'AL°'$e
Evahiatbr's Signature Date
Thi; thannel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919-876-8441 x 26.
USACE AID# DWQ # Site # r> (indicate on attached map)
;,i„ STREAM QUALITY ASSESSMENT WORKSHEET jfthn -Mww
Provide the following information for the stream reach under assessment: n y-? '//,?
1. Applicant's name: (17 o 34*40allo 2. Evaluator's name: Aade) 1 rL QrA h W /<D
3. Date'of evaluation: C p / -SKr 4. Time of evaluation: I P 00
5. Name of stream: y ? 6. River basin: O A 04
7. Approximate drainage area: 8. Stream order:
9. Leqgth of reach evaluated: do 10. County:
r?
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any): QR7t
LatiA (ex. 34.872312): Longitude (ex. -77.556611):
Method location determined (circle): (V Topo Sheet Ortho (Aerial) Photo/GIS Other GIS Other
13. Location of reach under evaluation (note nearb roads and landay?rks and attach map identifying stream(s) location):
3 c?Ca? a? ? /?ve?,ve
14. Profposed channel work (if any): J*4-t ..V'//ZoffVk
15. Recent weather conditions:- _ 'Cloy-
16. Site conditions at time of visit: GkCV .1 11500
17. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters _ Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
18. Is t? ere a pond or lake located upstream of the evaluation point? YES ep If yes, estimate the water surface area:
•19. Does channel appear on USGS quad map? YES 20. Does channel appear on USDA Soil Survey? YES XD
21. Eltimated watershed land use: % Residential ?% Commercial _% Industrial _% Agricultural
% Forested _% Cleared / Logged _% Other ( )
22. B?ankfull width: Z3 ,6706)_ 23. Bank height (from bed to top of bank): 7e Z.
24. Channel slope down center of stream: Flat (0 to 2%) -Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
25. Channel sinuosity: IV Straight -Occasional bends -Frequent meander -Very sinuous -Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to elect characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
char;4cteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into kforest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach.` The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highesi,quality.
Totafcore (from reverse): Comments:
Evaluator's Signature Date
WhI&kInnel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919-876-8441 x 26.
USACE AID# DWQ # Site # indicate on attached map)
M STREAM QUALITY ASSESSMENT WORKSHEET
• Provide the following information for the stream reach under assessment:
04 2. Evaluator's name: ??iot. ?
1. App jicant's name: C, ,y?- all
3.. Date of evaluation: 4. Time of evaluation: 11:30
Ilk
5. Name of stream: yr 6. River basin: 14,44 7. Approximate drainage area:
9. Length of reach evaluated:
11. Site coordinates (if known): prefer in decimal degrees.
Latitudes (ex. 34.872312):
8. Stream order: 1
10. County: e?
12. Subdivision name (if any):
Longitude (ex. -77.556611):
Methoa Jocation determined (circle): & Topo Sheet Ortho (Aerial) Photo/GIS Other GIS
13. koueA elation of reach under ee anote nearby roads and landmarks and attach map is
?..4 ?avri? ?d? .0,W 7"-b
14. -Prgposed channel work (if any):- I L9W(2 t
15. Recent weather conditions: L/r rn
16. Sit6 conditions at time of visit: ?i J v
17. Ideyitify any special waterway classifications known:
_Trout Waters -Outstanding Resource Waters
-Section 10 -Tidal Waters _Essential Fisheries Habitat
Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
18. Is there a pond or lake located upstream of the evaluation point? YES P If yes, estimate the water surface area:
• 19. Roes channel appear on USGS quad map? YES 20. Does channel appear on USDA Soil Survey? YES QED
21. E§timated watershed land use: 169 % Residential M% Commercial _% Industrial _% Agricultural
i
' Z% Forested
1
22. Baankfull width: - 1-Z
?
24. Channel slope down center of stream: Flat (0 to 2%)
25. Cl annel sinuosity: /t Straight -Occasional bends
_% Cleared / Logged `% Other ( )
23. Bank height (from bed to top of bank): Li
-Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
-Frequent meander -Very sinuous -Braided channel
Instmittions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
chazacteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach.' The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
high quality. 1 ?/ /
Total-score (from reverse): ( Comments: ` 6ye6W I e
_V
11 Evel a{Lor's Signature Date
This q annel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919-876-8441 x 26.
Other
tifying stream(s) location):
0}401 ve
•
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: I lv&r 7-00 Project: Latitude:
Evaluator: &vC Site:, Longitude:
Total Points:
Stream is at least intermittent County: Other
ifs 19 or perennial if? 30 ` ` VM/ e.g. Quad Name:

•
A. Geomorphology (Subtotal=,>41 Absent Weak Moderate Strong
1 a. Continuous bed and bank 0 1 2 3
2. Sinuosity 1 2 3
3. In-channel structure: riffle-pool sequence 1 2 3
4. Soil texture or stream substrate sorting 1 2 3
5. Active/relic floodplain 1 2 3
6. Depositional bars or benches 0 2 3
7. Braided channel 1 2 3
8. Recent alluvial deposits 0 2 3
9 a Natural levees 1 2 3
10. Headcuts ® 1 2 3
11. Grade controls 0.5 1 1.5
12. Natural valley or drainageway 0 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
-10
e-- "
Yes = 3
man-maae ancnes are not ratea; see discussions in manual
B. Hvdroloov (Subtotal = 51 $" )
14. Groundwater flow/discharge 0 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- d or growing season 0 2 3
16. Leaflitter 1.5 1 0.5
17. Sediment on plants or debris 0 0.5 10 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1.5
19. Hydric soils (redoximorphic features) present? No = 0 s =
C. Bioloav (Subtotal = 6 1
20°. Fibrous roots in channel 3 2 0
21 . Rooted plants in channel 3 2 0
22. Crayfish 0.5 1 1.5
23. Bivalves 1 2 3
24. Fish 0.5 1 1.5
25. Amphibians 10 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0 1 1.5
27. Filamentous algae; periphyton 0 1 3
28. Iron oxidizing bacteria/fungus. 0.5 1 1.5
29 . Wetland plants in streambed FAC = 0.5; FACW = 0.75; L = SAV = 2.0; Other = 0
1=11b cv anu c i iucus vn we presence of upiana piants, item 29 focuses on the presence of JgMic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)
•
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: 10911&1. 7100"T Project: Latitude:
Evaluator: &4 fe Site: Longitude:
's as,
Total Points: Other
Stream is at least intermittent Z31 County:
ifz 19 or perennial if? 30 e.g. Quad Name:
r
•

A. Geomorphology Subtotal = 4J I S Absent Weak Moderate Strong
1a. Continuous bed and bank 0 1 2
2. Sinuosity 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 3
4. Soil texture or stream substrate sorting 0 2 3
5. Active/relic floodplain 10 1 2 3
6. Depositional bars or benches 0 2 3
7. Braided channel 1 2 3
8. Recent alluvial deposits 1 2 3
9 a Natural levees 1 2 3
10. Headcuts 0 2 3
11. Grade controls 0.5 1 1.5
12. Natural valley or drainageway 0 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
t
V
Yes = 3
- Man-made ditches are not rated; see discussions in manual
B_ Hvdroloov (Suhtntnl = ?• 5 1
14. Groundwater flow/discharge 0 1 3
15. Water in channel and > 48 hrs since rain, or
Water in channel - d or growing season 0 1 © 3
16. Leaflitter 1.5 1 0.5
17. Sediment on plants or debris 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Ye -
C. Bioloav (Subtotal = l 1
20b Fibrous roots in channel 2 1 0
21 . Rooted plants in channel 2 1 0
22. Crayfish 0.5 1 1.5
23. Bivalves 1 2 3
24. Fish 0 0.5 1.5
25. Amphibians 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0 0.5 62 1.5
27. Filamentous algae; periphyton 0 2 3
28. Iron oxidizing bacteria/fungus. 0.5 1 1.5
29 b. Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL =1.5 SAV = 2.0; 0 r -
items zu and Ll tocus on the presence of upland plants, item 29 focuses on the presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)
. 3
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: I / LAr ZA*)q Project: Al-kw0vt Latitude:
Evaluator: CI am Site:2ftcA ? Longitude:
Total Points: Other
Stream is at least intermittent ?? County: O? e. Quad Name:
if>- 19 or perennial if? 30 g'

•
A. Geomorphology Subtotal = `? 5 Absent Weak Moderate Strong
1a. Continuous bed and bank 0 1 2
2. Sinuosity 1 2 3
3. In-channel structure: riffle-pool sequence 0 2 3
4. Soil texture or stream substrate sorting 0 2 3
5. Active/relic floodplain 62 1 2 3
6. Depositional bars or benches 0 2 3
7. Braided channel 1 2 3
8. Recent alluvial deposits 0 2 3
9a Natural levees 1 2 3
10. Headcuts 1 2 3
11. Grade controls 0.5 1 1.5
12. Natural valley or drainageway 0 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
V
Yes = 3
Man-made ditches are not rated; see discussions in manual
R Hvrirnlnnv (Suhtntal. A 1
14. Groundwater flow/discharge 0 1 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- d or growing season 0 1 3
16. Leaflitter 1.5 0.5 0
17. Sediment on plants or debris 0 0 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Ye -
C. Rinloov (Suhtntal = 10 1
20b. Fibrous roots in channel 3 1 0
21 . Rooted plants in channel 3 1 0
22. Crayfish 0 1 1.5
23. Bivalves 1 2 3
24. Fish 0 1 1.5
25. Amphibians 0 0.5 1.5
26. Macrobenthos (note diversity and abundance) 0 0.5 m 1.5
27. Filamentous algae; periphyton 0 2 3
28. Iron oxidizing bacteria/fungus. 0 1 1.5
29 b. Wetland plants in streambed FAC = 0.5; FACW = 0.75; 0%7-391]p SAV = 2.0; Other = 0
Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of agQatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)

•
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