20071952 Ver 1_More Info Received_20080623

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WDICKSON
community infrastructure consultants
June 17, 2008
Mr. Brad Shaver
US Army Corps of Engineers
Wilmington Field Office
69 Darlington Avenue
Wilmington, NC 28403
Dear Mr. Shaver:
Q?@MOWRB
JUN 2 3 2008
DENR . WATER QUALITY
WETLANDS AND STORMWATER BRANCH
The attached NWP 12 PCN has been revised to address your comments received on December 4,
2007 and NCDWQ comments received on December 17, 2007. In particular a jurisdictional
determination ahs been included that consists of Routine On-Site Determination Forms, 2007
Jurisdictional Determination Forms (Rapanos), representative site photographs, soils map, and more
detailed narrative description of the wetlands and surface waters. The wetland labeling and impacts
calculations have also been revised so that the PCN figures and construction plans are in agreement.
The original called out seven individual wetland impacts; that has been changed to five impacts since
three of the original impacts were to the same wetland area with only small breaks due to the uneven
boundary and a driveway crossing. Wetland impacts were calculated based on the total wetland area
within the limits of disturbance; although the construction plans specify that clearing and grubbing is
to be minimized in wetlands. As previously, all streams and riparian wetlands are being avoided by
utilizing directional drills in these environmentally sensitive areas, and, all non-riparian wetland
impacts are temporary excavation within disturbed roadside habitats. Thank you for your prompt
attention to this important project and please let me know if you have any questions or require any
additional information.
Sincerely,
W.K. Dickson & Co., Inc.
Daniel P. Ingram
Project Scientist
cc: JoAnne Steenhuis, NCDWQ Wilmington Regional Office
Ian McMillan, NCDWQ 401/Wetlands Unit
Mark Fisher, PE, WK Dickson Project Manager
Frank Sanders, Jr., PE, Onslow Water and Sewer Authority
File: 70189.00.RA I
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WDICKSON
community infrastructure consultants
Hubert Water System Distribution Improvements
For Onslow Water and Sewer Authority
Nationwide Permit 12 and General Certification 3699
Pre-Construction Notification
Jurisdictional Delineation Request and Project Narrative
Name and Address of the Applicant:
Onslow Water and Sewer Authority
PO Box 1415
228 Georgetown Road
Jacksonville, NC 28540

JUN 2 3 2008 m?
WETLANDS AND STORMWgTER gRANcN

Hubert Water System Distribution Improvements
For Onslow Water and Sewer Authority
Nationwide Permit 12 and General Certification 3699
Pre-Construction Notification
Jurisdictional Delineation Request and Project Narrative
Name and Address of the Applicant:
Onslow Water and Sewer Authority
PO Box 1415
228 Georgetown Road
Jacksonville, NC 28540
Jurisdictional Delineation Request
This jurisdictional delineation (JD) request submitted on behalf of Onslow Water
and Sewer Authority (ONWASA), Onslow County, NC.
•
Project Information
A team of experienced biologists conducted the waters of the US delineation in
June 2007. The study area was defined as extending approximately 50 feet from
the edge of pavement on either side of roadway along the proposed route. This
verification request presents our delineation methods and results. Included as
attachments is: project vicinity map, soil map, Routine On-Site Determination Data
Forms, 2007 Jurisdictional Determination Forms (Rapanos), and site photographs.
JD Methods
jurisdictional waters of the US, including wetlands, are defined by 33 CFR Part
328.3 and are protected by Section 404 of the Clean Water Act (33 USC 1344),
which is administered and enforced by the US Army Corps of Engineers (USACE).
The delineation of jurisdictional waters of the US was performed utilizing the
Routine On-Site Determination Method as defined in the Corps of Engineers
Wetlands Delineation Manual. This technique uses a three parameter approach,
which requires positive evidence of:
¦ Hydrophytic vegetation
¦ Hydric soils
¦ Wetland hydrology
•
The delineation of jurisdictional wetland boundaries on the site consisted of in-
house research and field investigations. In-house research included a review of
3101 John Humphries Wynd
Raleigh, NC 27612
Tel. [phone]
Fax [phone]
www.wkdickson.com
North Carolina • South Carolina • Georgia • Florida
information sources such as US Geologic Survey 7.5 minute topographic .
quadrangle, aerial photography, and National Wetlands Inventory (NWI) map.
Subsequent to the in-house review, wetlands and surface waters were delineated in
the field utilizing the above stated methodology.
JD Results and Discussion
The soils map units in the project area include:
• Baymeade fine sand, 1-6 percent slopes
• Pactolus fine sand
• Muckalee loam
• Kureb fine sand, 1-6 percent slopes
• Leon fine sand
• Murville fine sand
• Lenoir loam
• Onslow loamy fine sand
• Pantego mucky loam
Wetlands and streams were delineated within the Muckalee, Leon, Kureb, and
Lenoir soil series. Muckalee and Leon soil series are listed on the Onslow County
hydric soils list. Kureb and Lenoir soil series typically have hydric soil inclusions in
depressions.
Several streams, swamp, and wetland areas are depicted on the USGS topographic •
quadrangle (Hubert, 1988). Named stream systems include Bell Swamp, Parrott
Swamp, and Goose Creek. Wetlands are depicted adjacent to these named
systems. Subsequent to the in-house research a field investigation was performed to
delineate waters of the US. Figures 3a-3f depict the results of the delineation.
Riparian wetlands were located adjacent to Bell Swamp and UT Parrott Swamp.
Non-riparian wetlands were delineated along several roadside ditches and low
areas throughout the project. Routine On-Site Wetland Delineation Data Forms,
2007 Jurisdictional Determination (Rapanos) data forms, and representative
photographs are provided as attachments to this JD Request. Please note that the
Rapanos forms and Delineation forms are grouped by wetland type, as indicated on
the form.
Several roadside ditches were investigated and determined to be ditches through
upland areas that did not contain hydric soils or wetland hydrology and did not
convey flow from jurisdictional wetlands. These ditches were not considered
jurisdictional and were not flagged or described.
Surface waters delineated include Bell Swamp, UT Bell Swamp, and UT Parrott
Creek. Bell Swamp is an RPW and contained in a channel approximately 8 feet
wide and 2 feet deep. UT Bell Swamp is contained in a channel approximately 16
feet wide and 4 feet deep. Both channels appear to have been dredged/excavated
in the project area. Neither Bell Swamp nor UT Bell Swamp is tidally influenced or
navigable in the project area. UT Parrott Creek is contained in a channel
approximately 8 feet wide and 3 feet deep. UT Parrott Creek appears to have been
altered/excavated at the Sand Ridge Road culvert. UT Parrott Creek is neither
tidally influenced nor navigable at within the project area.
JD Conclusion

The delineation performed in the Hubert Water system project area identified
riparian wetlands, non-riparian wetlands, and surface waters of the US.
In conjunction with the attached pre-construction notification WK Dickson requests
a jurisdictional determination on the above described project area. Please contact
Daniel Ingram prior to accessing the property to arrange a site visit. If we can be of
any further assistance, or if you should have questions or require additional
information, please feel free to contact us (919.782.0495,
d i ngram@wkd ickson.com).
0
0
Pre-Construction Notification Supporting Narrative
PCN Section III. Project Information
Item #5: Site Coordinates
Crossing Station Latitiude
(DD.dddddd N) Longitude
(DD.dddddd W)
Bel I Swamp 53+25 34.703697 77.229277
UT Parrot Swamp 230+90 34.665018 77.200715
UT Goose Creek 98 + 25 34.652909 77.181861
UT Goose Creek 105+00 34.651303 77.180908
•
Item #9: Existing Conditions on the Site and General Land Use in the Vicinity of
the Project
Land use within the project vicinity is predominantly residential, forested, and
agricultural. A commercial boatyard is located at the terminus of Hogans Road.
The proposed project is located within existing NCDOT right-of-way. The existing
conditions are: maintained easement on the road shoulder, small areas of upland
scrub-shrub habitat, and small areas of upland forested habitat. Wetlands within
the right-of-way are disturbed herbaceous assemblage due to periodic mowing.
Some areas of wetland scrub-shrub habitat is present along the outer limits of the
right-of-way. WK Dickson biologists delineated wetlands within the project
corridor and they are shown on Figure 2 and the attached plan set. The wetlands
are adjacent to more natural wetland systems including non-riverine wet hardwood
forest and bottomland hardwood forest that extend beyond the limits of the project
corridor. The proposed project crosses several channels that are conveyed beneath
the road surface in culverts. These channels were all extensively modified and have
been channelized and straightened.
Item #10: Project Description
The proposed project consists of installation of a transmission water line from the
Hubert WTP to the Bear Creek Elevated Water Tank using a road shoulder corridor.
The transmission will consist of approximately 1,525 linear feet of 20-inch ductile
iron water main from the entrance to the WTP to the intersection of NC Highway
24 and NC Highway 172. It will be interconnected to the existing distribution
system near the Hubert Elevated Water Tank. The transmission main will be
reduced to 16-inch ductile iron pipe and continue to its terminus traversing the road
shoulders including NC Highway 172 to Starling Road; Starling Road to Sand Ridge
Road; Sand Ridge Road to Queens Creek Road; Queen Creeks Road to Bear Creek
Road; Bear Creek Road to Hogans Road; and Hogans Road to the water tank. The
transmission water main will interconnect to the existing distribution system near
the intersection of NC Highway 172 and Starling Road; near the intersection of
Crown Point Road and Sand Ridge Road; near the intersection of Sand Ridge Road
and Foxtrail Dr.; near the intersection of Queens Creek Road and Sand Ridge Road;
• near the intersection of Bear Creek Road and Hogans Road; and near the water
tank.
Equipment expected to be used includes standard trenching and excavating
equipment as well as jack-and-bore and directional drilling equipment.
Item #11: Purpose of Proposed Work
The purpose of the proposed project is to meet increasing and projected demand
through 2030 in and around Hubert, Swansboro and Bear Creek service areas for
adequate delivery of water. The portion of the transmission water main from the
WTP to the intersection of NC Highway 24 and NC Highway 172 will bolster the
delivery of water to Swansboro and help maintain system pressures and tank level
for the Swansboro zone. The transmission main is also needed from this
intersection to its terminus at the Bear Creek Elevated Water Tank to improve
delivery of water to the customers served in this zone (Sand Ridge, Queens Creek,
Bear Creek, etc.) and to stabilize tank levels during peak demand periods. The
heavy demand during 2007 Memorial Day weekend almost drained the tank and
prevented the tank from refilling. The 16-inch transmission main will mitigate a
reoccurrence of this event and assist ONWASA in providing adequate delivery and
maintaining the Bear Creek Elevated Water Tank through 2030.
All improvements are consistent with ONWASA's 5 year Capital Improvements
Program and have been justified in the Hydraulic Analysis Report dated March,
2007.
PCN Section VI. Proposed Impacts to Waters of the United States/Waters of the
State
Item #1: Description of Proposed Impacts
Five wetland areas will be temporarily impacted by the proposed project (see table
in PCN). The impacts are all temporary excavation within the existing maintained
right-of-way. The impact area is assumed to be the limits of disturbance although
within wetland areas vegetation will be cleared and the pipe trench will be
excavated. No grubbing/grading will take place within the wetlands and no
additional ground disturbance is proposed within wetlands, although soil may be
temporarily side cast during construction and disturbed by construction equipment.
All side cast material will be backfilled or removed from the wetlands daily. The
wetland areas will be restored to preconstruction elevations and stabilized with an
appropriate wetland seed mix. All general conditions of the Nationwide Permit 12
and regional conditions will be adhered to during project construction.
No stream impacts or open water impacts are proposed. All stream channels and
adjacent riparian wetlands are avoided by utilizing directional drilling equipment.
No impacts to tidal streams or wetlands or CAMA Areas of Environmental Concern
IS are proposed.
PCN Section VII. Impact Justification (Avoidance and Minimization) •
The transmission main was the only viable alternative to correct the existing
bottleneck during peak demands and provide an economical long term solution.
The transmission main is required to convey or distribute the water given the
increased demand and projected demand through the planning period. The
existing pipe network is undersized. Increasing the high service pump capacity to
overcome system head was not practical given the higher energy costs and high
system pressures that would emerge from such an option.
The linear nature of the proposed project makes impact avoidance difficult. The
proposed impacts to waters of the U.S. are necessary and minimized. Stream
impacts and riparian wetland impacts have been avoided through the use of
directional drilling and installation below existing culverts.
The prohibitively high installation costs of directional drilling necessitate some
wetland impacts. All proposed wetland impacts are located in disturbed roadside
wetland habitats. These areas are periodically mowed and existing utilities are co-
located within the road shoulder area. No impacts to forested wetlands or tidal
wetlands are proposed.
Impacts will be minimized through the use of strict erosion control measures and
adherence to BMPs and all general conditions and regional conditions.
PCN Section VIII. Mitigation
The proposed project contains only temporary impacts to disturbed non-riparuian
roadside wetlands. Mitigative measures include directional drilling of all stream
channels and adjacent riparian wetlands, no grubbing in the wetland impact area,
restoring pre-construction contours, and restoring an appropriate native herbaceous
vegetation assemblage in the disturbed wetlands. Species include switchgrass
(Panicum virgatum), sedge (Carex sp.), and rice cutgrass (Leersia oryzoides). All
conditions of NWP 12 will be strictly adhered to by the project engineer and
selected contractor. Due to the temporary nature of the impacts no off-site
mitigation is proposed.
PCN Section XIV. Cumulative Impacts
The proposed project serves existing service areas and is not anticipated to serve
any future areas other than undeveloped and or vacant lands that are already in this
zone and are anticipated to be developed or occupied through the planning period.
It is likely that future residential development will result in both temporary and
permanent impacts to water quality and waters of the U.S. The proposed project
may increase these impacts by allowing higher density residential development in
the service areas. These potential cumulative impacts are dependent on future
population trends and development standards and cannot be quantified.
0
•
PRE-CONSTRUCTION NOTIFICATION
•
11
•
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. CM - %q S a
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP12, GC 3699
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
• 4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), ch MA 0wu!
II. Applicant Information
JUN 2, 3 2008
1. Owner/Applicant Information DENR - WATER GUAUTY
Name: Onslow Water and Sewer Authority WETLANDS AND STORMWATFR BpA"
Mailing Address: 228 Georgetown Road
P.O. Box 1415
Jacksonville, NC 28540
Attention: Mr. Frank Sanders, Jr., PE
Telephone Number: 910-455-0722 Fax Number: 910-347-0793
E-mail Address: fsanderska onwasa.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Daniel Ingram
Company Affiliation: WK Dickson
Mailing Address: 3101 John Humphries Wynd
Raleiah. NC 27612
Telephone Number: 919-782-0495 Fax Number: 919-782-9672
. E-mail Address: [e-mail]
Updated 11/1/2005
Page 5 of 12
0 III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Hubert Water system Distribution Improvements
2. T.I.P. Project Number or State Project Number (NCDOT Only): Not Applicable
3. Property Identification Number (Tax PIN): project is located in existing right-of-way
4. Location
County: Onslow Nearest Town: Jacksonville
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): From US 17 in
Jacksonville travel east on NC 24 approximately 12 miles to NC 172; turn north (left) on NC
172 and travel approximately 0.2 miles to Hubert Blvd; turn west (left) on Hubert Blvd. and
travel approximately 0.1 miles to Hubert Water Treatment Plant (WTP). Project corridor
begins on Hubert Blvd adjacent to WTP and extends east to NC 172 (750 feet); then south on
NC 172 to Starling Rd (2,100 feet); then east on Starling Rd. to Sand Ridge Rd. 600 feet
then south and east on Sand Ridge Rd. to Queens Creek Rd. (24,200 feet); then south on
Queens Creek Road to Bear Creek Rd. (2,300 feet); then southwest on Bear Creek Rd. to
Hogans Rd (800 feet); then southeast on Hogans Rd. to Bear Creek Elevated Water Tank
(4.100 feet).
Site coordinates (For linear projects, such as a road or utility line,
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): see attached project narrative oN
attach a sheet that
ow
6. Property size (acres): project corridor is approximately 34,815 feet long and 20 feet wide
(15.98 acres)
7. Name of nearest receiving body of water: Project Crosses Bell Swamp (tributary to Queen
• Creek; project crosses tributaries to Parrot Swamp (tributary to Queen Creek) and Goose
Creek tributary to AIWW).
Updated 11/1/2005
Page 6 of 12
8. River Basin: White Oak (HUC 03020106 Bogue-core Sounds)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: see attached project narrative
10. Describe the overall project in detail, including the type of equipment to be used: see
attached project narrative
11. Explain the purpose of the proposed work: see attached project narrative
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
• construction schedules. There are no previous permit applications or jurisdictional
determination requests for this project
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permit requests are anticipated for the proposed project
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
0 1. Provide a written description of the proposed impacts: see attached project narrative
Updated 11/1/2005
Page 7 of 12
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
sennrntely list impacts due to both structure and flooding.
Wetland Impact Begin End Type of Wetland Located within Distance to Area o

Site Number STA STA
Type of Impact
(e.g., forested, marsh, 100-year

Floodplain Nearest

Stream Impact

(acres)
(indicate on map) herbaceous, bog, etc.) es/no) (linear feet)
1 (Alignment A) 80+58 84+57 Temporary excavation Maintained roadside No 1,900 0.101
2 (Alignment A) 87+88 100+24 Temporary excavation Maintained roadside No 2,000 0.258
3 (Alignment A) 102+95 110+29 Temporary excavation Maintained roadside No 2,700 0.240
4 (Alignment A) 187+38 189+96 Temporary excavation Maintained roadside No 2,800 0.066
5 (Alignment B) 104+13 104+94 Tem orary excavation Maintained roadside No 400 0.017
Total Wetland Impact (acres) 0.682
3. List the total acreage (estimated) of all existing wetlands on the property: 4.50 acres of
wetland within ROW and additional easement area
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage. multiply leneth X width, then divide by 43,560.

Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial Intermittent?
? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)

***No proposed stream impacts***

Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill- excavation- dredging. flooding. drainage. bulkheads. etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)

* * * No proposed open water impacts*

Total Open Water Impact (acres)
0 6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Updated 11/1/2005
Page 8 of 12

Stream Impact (acres): 0.00
Wetland Impact (acres): 0.682 (temp)
Open Water Impact (acres): 0.00
Total Impact to Waters of the U.S. (acres) 0.682 (temp)
Total Stream Impact (linear feet): 0.00
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Not Applicable
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Not Applicable
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Not Applicable
Current land use in the vicinity of the pond: Not Applicable
Size of watershed draining to pond: Not Applicable
Expected pond surface area: Not Applicable
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. See attached project narrative
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
Updated 11/1/2005
Page 9 of 12
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina (see DWQ website for most current
version.).
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
. See attached project narrative
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://www.nceep.net/pages/inlieureplace.htm. If use of the NCEEP is proposed,
please check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): Not Applicable
Amount of buffer mitigation requested (square feet): Not Applicable
Amount of Riparian wetland mitigation requested (acres): Not Applicable
Amount of Non-riparian wetland mitigation requested (acres): Not Applicable
Amount of Coastal wetland mitigation requested (acres): Not Applicable
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of.
public (federal/state) land? Yes ® No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Updated 11/1/2005
Page 10 of 12
• Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet) Mitigation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
•

Updated 11/1/2005
Page 11 of 12
X_ ;7-
0 XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Not Applicable
XII. Sewage Disposal (required by DWQ)
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
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
40 Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ® No ?
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.u.s/ncwetlands. If no, please provide a short narrative description:
See attached project narrative.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
See attached project narrative.
•
Appliefint/A
(Agent's signature is
is Si0nature

to
Updated 11/1/2005
only if an authorization letter from the applicant is provided.)
Page 12 of 12
•
WETLAND DATA FORMS
•
0
C7

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual) p - `Q 5 2
ONWASA - Hubert Water System
WK Dickson
A. Moore, B Hockett
Normal Circumstances exist on the site? Yes X No _
the site significantly disturbed (Atypical Situation)? Yes No X
the area a potential Problem Area? Yes No X
'If needed, explain in remarks.)
Date: 612812007
County: Onslow
State: North Carolina
Community ID: Typ Rip Wetland
Transect ID:
Plot ID:
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
Li uidambar s raciflua Canopy FAC+
N ssa s Ivatica Canopy FAC
Acer rubrum Canopy FAC
Ilex o aca Subcan. FAG
M rica cerifera Shrub FAC+
Smilax bona-nox Vine FAC
Ilex coriacea Shrub FACW
L onia lucida Shrub FACW
Woodwardia areolata Herb OBL
Percent of Dominant Species that are OBL, FACW or FAC (excluding FAG) 89
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks:)
Stream, Lake or Tide Gauge
Aerial Photographs
Other
No Recorded Data Available Wetland Hydrology Indicators
Primary Indicators:
Inundated
X Saturated in Upper 12 inches
X Water Marks
X Drift Lines
Field Observations: Sediment Deposits
X Drainage Patterns in Wetlands
Depth of Surface Water: 10 (in.) Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 in.
Depth to Free Water in Pit: (in.) X Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) FAC-Neutral Test
X Other (Explain in Remarks)
Remarks: Buttressed tree trunks
E
Project/Site: ONWASA - Hubert Water System Community ID: Typ Rip Wetland
e_ `®jtj 6/28/2007 Transect ID:
Plot ID:
SOILS
Map Unit Name
(Series and Phase): Wando

Taxonomy Subgroup: Typic Udipsamments Drainage Class: Excessive/ drained
Confirm Mapped Type?
Yes
No
Profile Description:
Depth Matrix Color Mottle Colors
(inches) Horizon (Munsell Moist) (Munsell Moist)
Mottle Texture, Concretions,
Abundance/Contrast Structure, etc.
0-3.5 10 YR 2/1 Mucky loam sand
3.5-10 10 YR 6/2 Sand
10-18 10 YR 6/1 Sand Clay

Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
X Gleyed or Low-Chroma Colors
Concretions
x High Organic Content in Surface Layer in Sandy Soils
Organic Streaking in.Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? x Yes No
Wetland Hydrology Present? x Yes No
Hydric Soils Present? x Yes No
Is this Sampling Point Within a Wetland? x Yes No
Remarks:
0
0
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
r?
I?
Project/Site: ONWASA - Hubert Water System Date: 6/28/2007
Applicant/Owner: WK Dickson County: Ons/ow
Investigator: A. Moore, B Hockett State: North Carolina
Do Normal Circumstances exist on the site? Yes X No Community ID: T Non-Rip Wet
Is the site significantly disturbed (Atypical Situation)?. Yes x No Transect ID:
Is the area a potential Problem Area? Yes No X Plot ID:
(If needed, explain in remarks.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
Pinus taeda Canopy FAC
M rica cerifera Shrub FAC+
Acer rubrum Canopy FAC
Magnolia vi iniana Subcan. FACW+
N ssa biflora Canopy OBL
Smilax bona-nox Vine FAC
Gelsemium sem ervirens Vine FAC

Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) 100
Remarks: Recent clear cut. Very disturbed
HYDROLOGY
Recorded Data (Describe in Remarks:)
Stream, Lake or Tide Gauge
Aerial Photographs
Other
x No Recorded Data Available Wetland Hydrology Indicators
Primary Indicators:
Inundated
x Saturated in Upper 12 inches
Water Marks
Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 in.
Depth to Free Water in Pit: (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: 8 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks: mucky soil
0
Project/Site: ONWASA - Hubert Water System Community ID: Typ Non-Rip Wet
Date: 6/28/2007 Transect ID:
Plot ID:
SOILS
Map Unit Name
(Series and Phase): Kureb

Taxonomy Subgroup: Spodic quartzipsamments Drainage Class: Excessive/ drained
Confirm Mapped Type?
Yes
x No
Profile Description:
Depth Matrix Color Mottle Colors
(inches) Horizon (Munsell Moist) (Munsell Moist)
Mottle Texture, Concretions,
Abundance/Contrast Structure, etc.
0-10 10 YR 2/1 7.5 YR 2.5/1 mucky sand loam
10-18 7.5 YR 2.5/1 sand loam

Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
x Gleyed or Low-Chroma Colors
Concretions
High Organic Content in Surface Layer in Sandy Soils
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in Remarks)
Remarks: very mucky
WETLAND DETERMINATION
Hydrophytic Vegetation Present? x Yes No
Wetland Hydrology Present? x Yes No
Hydric Soils Present? x Yes No
Is this Sampling Point Within a Wetland? x Yes No
Remarks: Recent clear cut
r 1
?I
0
•
•
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: ONWASA - Hubert Water System Date: 612812007
Applicant/Owner: WK Dickson County: Onslow
Investigator: A. Moore, B Hockett State: North Carolina
Do Normal Circumstances exist on the site? Yes X No Community ID: T Ditch Wetland
Is the site significantly disturbed (Atypical Situation)? Yes x No Transect ID:
Is the area a potential Problem Area? Yes No X Plot ID:
(If needed, explain in remarks.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
Ludwi is s p. Herb OBL
Juncus biflorus Herb FACW
Carduus s p. Herb FAC
Peltandra vi inica Herb OBL
Li uidambar st raciflua Canopy FAC+

Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) 100
Remarks: Mostly herbaceous. Wetland in Powertine right of way. Heavily disturbed site by vehicle use
HYDROLOGY
Recorded Data (Describe in Remarks:)
Stream, Lake or Tide Gauge
Aerial Photographs
Other
x No Recorded Data Available Wetland Hydrology Indicators
Primary Indicators:
x Inundated
x Saturated in Upper 12 inches
x Water Marks
x Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: 2 (in.) Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 in.
Depth to Free Water in Pit: 2 (in.) Water-Stained Leaves
x Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) FAC-Neutral Test
x Other (Explain in Remarks)
Remarks: small pond of water
E
Project/Site: ONWASA -Hubert Water System Community ID: Typ Ditch Wetland •
Date: 6/28/2007 Transect ID:
Plot ID:
SOILS
Map Unit Name
(Series and Phase): Kureb

Taxonomy Subgroup: Spodic quartzipsamments Drainage Class: Excessive/ drained
Confirm Mapped Type?
Yes
x No
Profile Description:
Depth Matrix Color Mottle Colors
(inches) Horizon (Munsell Moist) (Munsell Moist)
Mottle Texture, Concretions,
Abundance/Contrast Structure, etc.
0-8 10 YR 2/1 mucky loam sand
8-11 7.5 YR 5/2 Sand loam
11-18 10 YR 2/1 7.5 YR 5/2 Sand loam

Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
X Gleyed or Low-Chroma Colors
Concretions
x High Organic Content in Surface Layer in Sandy Soils
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in Remarks)
Remarks: Extremely mucky
WETLAND DETERMINATION
Hydrophytic Vegetation Present? x Yes No
Wetland Hydrology Present? x Yes No
Hydric Soils Present? x Yes No
Is this Sampling Point Within a Wetland? x Yes No
Remarks: Disturbed site. Water pooling up
•
0
•
•
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: ONWASA Date: 612812007
Applicant/Owner: WK Dickson County:Onslow
Investigator: A. Moore, 8 Hockett State: North Carolina
Do Normal Circumstances exist on the site? Yes X No Community ID: T For Upland
Is the site significantly disturbed (Atypical Situation)? Yes No X Transect ID:
Is the area a potential Problem Area? Yes No X Plot ID:
(If needed, explain in remarks.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
Pinus taeda Canopy FAC
Acer rubrum Canopy FAC
M rica cerifera Shrub FAC+
Li uidambars raciflua Canopy FAC+
C ri/la racemiflora Subcan. FACW

Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) 100
Remarks: Upland sample taken 5 feet from AG 1
HYDROLOGY
Recorded Data (Describe in Remarks:)
Stream, Lake or Tide Gauge
Aerial Photographs
Other
x No Recorded Data Available Wetland Hydrology Indicators
Primary Indicators:
Inundated
Saturated in Upper 12 inches
Water Marks
Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 in.
Depth to Free Water in Pit: >18 (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: >18 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks: No hydrology indicators
0
Project/Site: ONWASA - Hubert Water System Community ID: Typ For Upland is
Date: 6/28/2007 Transect ID:
Plot ID:
SOILS
Map Unit Name
(Series and Phase): Wando

Taxonomy Subgroup: Typic Udipsamments Drainage Class: Excessive/ drained
Confirm Mapped Type?
Yes
x No
Profile Description:
Depth Matra Color Mottle Colors
(inches) Horizon (Munsell Moist) (Munsell Moist)
Mottle Texture, Concretions,
Abundance/Contrast Structure, etc.
0-2 7.5 4/1 Loam
2-10 2.5 Y 8/2 Sand
10 YR 5/3 Sand
E20 2.5 Y 8/2 Sand

Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
Gleyed or Low-Chroma Colors
Concretions
High Organic Content in Surface Layer in Sandy Soils
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in Remarks)
Remarks: No hydric soils indicators
WETLAND DETERMINATION
Hydrophytic Vegetation Present? x Yes No
Wetland Hydrology Present? Yes x No
Hydric Soils Present? Yes x No
Is this Sampling Point Within a Wetland? Yes x No
Remarks:
•
0
DATA FORM
• ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
•
Project/Site: ONWASA - Hubert Water System Date: 612812007
Applicant/Owner: WW Dickson County: Onslow
Investigator: A. Moore, B Hockett State: North Carolina
Do Normal Circumstances exist on the site? Yes X No Community ID: T SS Upland
Is the site significantly disturbed (Atypical Situation)? Yes x No Transect ID:
Is the area a potential Problem Area? Yes No X Plot ID:
(If needed, explain in remarks.) I J
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
Pinus taeda Canopy FAC
M rica cerifera Shrub FAC+
Osmunda cinnamomea Herb FACW+
Rubus uvidus Herb NI
C rilla racemiflora Subcan. FACW

Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) 80
Remarks: Mostly herbaceous. Upland in Powerline right of way. Heavily disturbed site by vehicle use
HYDROLOGY
Recorded Data (Describe in Remarks:)
Stream, Lake or Tide Gauge
Aerial Photographs
Other
x No Recorded Data Available Wetland Hydrology Indicators
Primary Indicators:
Inundated
Saturated in Upper 12 inches
Water Marks
Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 in.
Depth to Free Water in Pit: (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks: No hydrology present. Upland berm
0
Project/Site: ONWASA -Hubert Water System Community ID: Typ SS Upland is
Date: 6/28/2007 Transect ID:
Plot ID:
SOILS
Map Unit Name
(Series and Phase): Kureb

Taxonomy Subgroup: Spodic quartzipsamments Drainage Class: Excessively drained
Confirm Mapped Type?
Yes
x No
Profile Description:
Depth Matra Color Mottle Colors
(inches) Horizon (Munsell Moist) (Munsell Moist
Mottle Texture, Concretions,
Abundance/Contrast Structure, etc.
0-7 10 YR 6/1 sand
7-16 10 YR 7/3 sand
16-20 10 YR 2/1 sand loam

Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
Gleyed or Low-Chroma Colors
Concretions
High Organic Content in Surface Layer in Sandy Soils
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in Remarks)
Remarks: Dry sandy. Spodic layer at 20 inches
WETLAND DETERMINATION
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Hydric Soils Present?
GIs this Sampling Point Within a Wetland?
x Yes No
Yes x No
Yes x No
Yes x No
•
(Remarks: Disturbed site with fill
Ad 3?n)010cf_?
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:
Wilmington District,
Hubert Water Systems Distrubution Improvement,
SAW-2007-3962-067
C. PROJECT LOCATION AND BACKGROUND INFORMATION: Bell Swamp
State:North Carolina County/parish/borough: Onslow City: Jacksonville
Center coordinates of site (lat/long in degree decimal format): Lat. 34.703697° , Long. 77.229277° In.
Universal Transverse Mercator:
Name of nearest waterbody: Bell Swamp
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Queen Creek
Name of watershed or Hydrologic Unit Code (HUC): White Oak, (HUC 03020106 Bogue-core Sounds)
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
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 "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 "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): '
TNWs, including territorial seas
Wetlands adjacent to TNWs
Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs
Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
Isolated (interstate or intrastate) waters, including isolated wetlands
Identify (estimate) size of waters of the U.S. in the review area:
Non-wetland waters: 50 linear feet: 20 feet width (ft) and/or acres.
Wetlands: 0.59 acres.
c. Limits (boundaries) of jurisdiction based on:
Elevation of established OHWM (if known):
• 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 III below.
z For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
' Supporting documentation is presented in Section III.F.
SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs 0
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent":
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section IILD.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 3 e
Drainage area:t
Average annual rainfall: 57.96 inches
Average annual snowfall: 1.7 inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
® Tributary flows directly into TNW.
? Tributary flows through tributaries before entering TNW.
Project waters are I (or less) river miles from TNW.
Project waters are 1 (or less) river miles from RPW.
Project waters are 1 (or less) aerial (straight) miles from TNW.
Project waters are I (or less) aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain: NO.
Identify flow route to TNW5: Flows northeast to Queen Creek, becoming TNW before or at Queen Creek.
Tributary stream order, if known: 3rd.
r:
4 Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
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: Channelized and culverted in project area..
Tributary properties with respect to top of bank (estimate):
Average width: 20 feet
Average depth: 8 feet
Average side slopes:
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: Relatively stable.
Presence of run/riffle/pool complexes. Explain:
Tributary geometry: BROWN
?' g
Tributary gradient (approximate average slope): <1 %
(c) Flow:
Tributary provides for: Bosom
Estimate average number of flow events in review area/year:
Describe flow regime: Perennial.
Other information on duration and volume:
Surface flow is: . Characteristics:
Subsurface flow: JIB". . 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):
? Discontinuous OHWM.7 Explain:
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
High Tide Line indicated by: Mean High Water Mark indicated by:
? oil or scum line along shore objects ? survey to available datum;
? fine shell or debris deposits (foreshore) ? physical markings;
? physical markings/characteristics ? vegetation lines/changes in vegetation types.
? tidal gauges
? other (list):
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:
06A 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): >100 feet.
? Wetland fringe. Characteristics: Bottomland Hardwood.
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size:0.042 acres
Wetland type. Explain: Bottomland Hardwood.
Wetland quality. Explain:Medium-Mature forest with impacts from road, ditching, easement maintenance, utilities,
and private driveways.
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TNW:
Flow is: M . Explain:
Surface flow is: no"
Characteristics: Flows confined within channel in project area.
Subsurface flow: JIM. Explain findings:
? Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non-TNW:
® Directly abutting
? Not directly abutting
? Discrete wetland hydrologic connection. Explain:
? Ecological connection. Explain:
? Separated by berm/barrier. Explain:
(d) Proximity (RelationshiPIto C , W
Project wetlands are 1(or less) river miles from TNW.
Project waters are , (or less) aerial strai ht) miles from TNW.
Flow is from: d to navig
Estimate approximate location of wetland as within the 2-year or less 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):> 100 feet.
® Vegetation type/percent cover. Explain: Hardwood forest - 95%.
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
Characteristics of all wetlands adjacent to the tributary (if an )
All wetland(s) being considered in the cumulative analysis:
Approximately ( 0.59 ) acres in total are being considered in the cumulative analysis.

E
For each wetland, specify the following:
• Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres)
Y 0.028 Y 0.264
Y 0.014 Y 0.282
Summarize overall biological, chemical and physical functions being performed: Provides diverse and contigious habitat
for various aquatic and terestrial wildlife, allows a wide range of hydrogeologic and biological chemical transformations and
processes, and in addition of substrate for the previous functions, provides stormwater filtration and storage.
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:
Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: linear feet width (ft), Or, acres.
Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
• tributary is perennial: Perennial flows are expected because of 3.6 square mile (2,304 acres) watershed drainage area.
Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: 50 linear feet 20 width (ft).
Other non-wetland waters: 0.59 acres.
Identify type(s) of waters: Bottomland Hardwood Wetlands.
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:
Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW:
Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
40
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
Demonstrate that impoundment was created from "waters of the U.S.," or
Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):"
which are or could be used by interstate or foreign travelers for recreational or other purposes.
from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
Other factors. Explain:
'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.
0
E
•
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.
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):
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, 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
'udgment (check all that apply):
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 po. and date of response letter:
Applicable/supporting case law:
Applicable/supporting scientific literature:
Other information (please specify):
Identify type(s) of waters:
B. ADDITIONAL COMMENTS TO SUPPORT JD:
_T" /"JI
gl, P3
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:
Wilmington District,
Hubert Water Systems Distrubution Improvement,
SAW-2007-3962-067
C. PROJECT LOCATION AND BACKGROUND INFORMATION: Bell Swamp
State:North Carolina County/parish/borough: Onslow City: Jacksonville
Center coordinates of site (lat/long in degree decimal format): Lat. 34.7004904° , Long. 77.2196477°
Universal Transverse Mercator:
Name of nearest waterbody: Bell Swamp
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Queen Creek
Name of watershed or Hydrologic Unit Code (FIUC): White Oak, (HUC 03020106 Bogue-core Sounds)
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 "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 "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): 1
TNWs, including territorial seas
Wetlands adjacent to TNWs
Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs
Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
Isolated (interstate or intrastate) waters, including isolated wetlands
Identify (estimate) size of waters of the U.S. in the review area:
Non-wetland waters: linear feet: width (ft) and/or acres.
Wetlands: 3.88 acres.
c. Limits (boundaries) of jurisdiction based on:
Elevation of established OHWM (if known):
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.
s For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
' Supporting documentation is presented in Section III.F.
SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
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 IILD.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: 0.13
Drainage area:
Average annual rainfall: 57.96 inches
Average annual snowfall: 1.7 inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
? Tributary flows directly into TNW.
® Tributary flows through tributaries before entering TNW.
Project waters are 1 (or less) river miles from TNW.
Project waters are I (or less) river miles from RPW.
Project waters are 1 (or less) aerial (straight) miles from TNW.
Project waters are 1 (or less) aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain: NO.
Identify flow route to TNW5: Flows southwest to UT to Bell Swamp, which flows to Queen Creek, a TNW.
Tributary stream order, if known:
a Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West.
5 Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.
(b) General Tributary Characteristics (check all that apply):
• Tributary is: El Natural
? Artificial (man-made). Explain:
? Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: Pick List.
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:
Presence of run/riffle/pool complexes. Explain:
Tributary geometry: twu
Tributary gradient (approximate average slope): <1 %
(c) Flow:
Tributary provides for: now
Estimate average number of flow events in review area/year: JIM
Describe flow regime:
Other information on duration and volume:
Surface flow is: NOM Characteristics:
Subsurface flow: . Explain findings:
. ? Dye (or other) test performed:
Tributary has (check all that apply):
? Bed and banks
? OHWM6 (check all indicators that apply):
? clear, natural line impressed on the bank
? changes in the character of soil
? shelving
? vegetation matted down, bent, or absent
? leaf litter disturbed or washed away
? sediment deposition
? water staining
? other (list):
? Discontinuous OHWM.7 Explain:
? the presence of litter and debris
? destruction of terrestrial vegetation
? the presence of wrack line
? sediment sorting
? scour
? multiple observed or predicted flow events
? abrupt change in plant community
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
High Tide Line indicated by: Mean High Water Mark indicated by:
? oil or scum line along shore objects ? survey to available datum;
? fine shell or debris deposits (foreshore) ? physical markings;
? physical markings/characteristics ? vegetation lines/changes in vegetation types.
? tidal gauges
? other (list):
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:
•
6A 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): >100 feet.
? Wetland fringe. Characteristics: Bottomland Hardwood. •
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size:3.877 acres
Wetland type. Explain: Bottomland Hardwood.
Wetland quality. Explain:Medium-Mature forest with impacts from road, ditching, easement maintenance, utilities,
and private access.
Project wetlands cross or serve as state boundaries. Explain:
(b) General Floe Relationship with Non-TNW:
Flow is: Pick List. Explain:
Surface flow is:?
Characteristics: Some flows confined within dithces in project area.
Subsurface flow: J11"` °1 Explain findings:
? Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non-TNW:
? Directly abutting
? Not directly abutting •
® Discrete wetland hydrologic connection. Explain: Connection not directly observed.
? Ecological connection. Explain:
? Separated by berm/barrier. Explain:
(d) Proximi (Relations p) to TNW
Project wetlands are river miles from TNW.
Project waters are aerial (strai ht) miles from TNW.
Flow is from:
Estimate approximate location of wetland as within the kill= 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):> 100 feet.
® Vegetation type/percent cover. Explain: Hardwood forest - 95%.
? 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 an
All wetland(s) being considered in the cumulative analysis:
Approximately ( 3.9 ) acres in total are being considered in the cumulative analysis.
0
For each wetland, specify the following:
• Directly abuts? (Y/N) Size (in acres)
N 0.315
0.318 1
N 0.235 1
N 0.049 N 0.099
Directly abuts? (Y/N) Size (in acres)
0.654
1.039
0.021
N 0.827
N 0.324
Summarize overall biological, chemical and physical functions being performed: Provides diverse and contigious habitat
for various aquatic and terestrial wildlife, allows a wide range of hydrogeologic and biological chemical transformations and
processes, and in addition of substrate for the previous functions, provides stormwater filtration and storage.
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:
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:
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:
Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: linear feet width (ft), Or, acres.
Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial:
Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: linear feet width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
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:
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: Aerial photography, USGS, and soil survey show likley connection to RPW.
Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: 3.9 acres.
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.
13 Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
Impoundments of jurisdictional waters.9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
Demonstrate that impoundment was created from "waters of the U.S.," or
Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):"
which are or could be used by interstate or foreign travelers for recreational or other purposes.
'See Footnote # 3. •
9 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.
•
from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
Other factors. Explain:
Identify water body and summarize rationale supporting determination:
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
udgment (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):
B. ADDITIONAL COMMENTS TO SUPPORT JD: 0
E

APPROVED JURISDICTIONAL DETERMINATION FORM
is 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:
Wilmington District,
Hubert Water Systems Distrubution Improvement,
SAW-2007-3962-067
C. PROJECT LOCATION AND BACKGROUND INFORMATION: Bear Creek
State:North Carolina County/parish/borough: Onslow City: Jacksonville
Center coordinates of site (lat/long in degree decimal format): Lat. 34.6728227° , Long. 77.2092810°
Universal Transverse Mercator:
Name of nearest waterbody: Bear Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Bear Creek
Name of watershed or Hydrologic Unit Code (HUC): White Oak, (HUC 03020106 Bogue-core Sounds)
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 "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 "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): r
TNWs, including territorial seas
Wetlands adjacent to TNWs
Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs
Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non-wetland waters: linear feet: width (ft) and/or acres.
Wetlands: 0.207 acres.
c. Limits (boundaries) of jurisdiction based on:
Elevation of established OHWM (if known):
2. Non-regulated waters/wetlands (check if applicable):3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
Boxes checked below shall be supported by completing the appropriate sections in Section III below.
z For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
' Supporting documentation is presented in Section III.F.
SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
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 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.
Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: 0.09
Drainage area:
Average annual rainfall: 57.96 inches
Average annual snowfall: 1.7 inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
? Tributary flows directl} into 1'N\\'.
? Tributary flows through Pick List tributaries before entering TNW.
Project waters are 1 (or less) river miles from TNW.
Project waters are 1 (or less) river miles from RPW.
Project waters are I (or less) aerial (straight) miles from TNW.
Project waters are 1(or less) aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain: NO.
Identify flow route to TNW5: Flow west headwater of UT to Bear Creek.
Tributary stream order, if known:
•
Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West.
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: Channelized and culverted in project area..
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: ""N
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:
Presence of run/riffle/pool complexes. Explain:
Tributary geometry: Ron
Tributary gradient (approximate average slope): %
(c) Flow:
Tributary provides for: Nam
Estimate average number of flow events in review area/year:
Describe flow regime:
Other information on duration and volume:
Surface flow is: @JM. Characteristics:
Subsurface flow: J#M. 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):
? Discontinuous OHWM.7 Explain:
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
High Tide Line indicated by: Mean High Water Mark indicated by:
? oil or scum line along shore objects ? survey to available datum;
? fine shell or debris deposits (foreshore) ? physical markings;
? physical markings/characteristics ? vegetation lines/changes in vegetation types.
? tidal gauges
? other (list):
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:
is
6A 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.
7Ibid.
(iv) Biological Characteristics. Channel supports (check all that apply):
? Riparian corridor. Characteristics (type, average width):
? Wetland fringe. Characteristics:
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size:0.207acres
Wetland type. Explain: Scrub-shrub.
Wetland quality. Explain: Low- S crub-shrub with impacts from road, ditching, easement maintenance, utilities, and
adjacent subdivision.
Project wetlands cross or serve as state boundaries. Explain:
(b) General Floe Relationship with Non-TNW:
Flow is: Pick List. Explain:
Surface flow is: M"
Characteristics: Flows confined within channel in project area.
Subsurface flow: . Explain findings:
? Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non-TNW:
? Directly abutting
? Not directly abutting
? Discrete wetland hydrologic connection. Explain:
? Ecological connection. Explain:
? Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to 1',, W
Project wetlands are I (or less) river miles from TNW.
Project waters are {or less) aerial (strai ht) miles from TNW.
Flow is from: nd to navig
Estimate approximate location of wetland as within the 100 - 500-year 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):> 100 feet.
® Vegetation type/percent cover. Explain: Scrub-shrub - 75%.
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
Characteristics of all wetlands adjacent to the tributary (if an )
All wetland(s) being considered in the cumulative analysis:
Approximately ( 0207 ) acres in total are being considered in the cumulative analysis.
0

r?
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: Provides diverse and contigious habitat
for various aquatic and terestrial wildlife, allows a wide range of hydrogeologic and biological chemical transformations and
processes, and in addition of substrate for the previous functions, provides stormwater filtration and storage.
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:
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:
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: Perennial flows are expected because of 3.6 square mile (2,304 acres) watershed drainage area.
Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: linear feet width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
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:
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.
Impoundments of jurisdictional waters.9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
Demonstrate that impoundment was created from "waters of the U.S.," or
Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):"
which are or could be used by interstate or foreign travelers for recreational or other purposes.
from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
Other factors. Explain:
'See Footnote # 3. •
9 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.
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
udgment (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):
Identify type(s) of waters:
B. ADDITIONAL COMMENTS TO SUPPORT JD:
A,7 J;Ar6'?f
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:
Wilmington District,
Hubert Water Systems Distrubution Improvement,
SAW-2007-3962-067
C. PROJECT LOCATION AND BACKGROUND INFORMATION: UT to Parrot Swamp
State:North Carolina County/parish/borough: Onslow City: Jacksonville
Center coordinates of site (lat/long in degree decimal format): Lat. 34.76673972° , Long. 77.18742710
Universal Transverse Mercator:
Name of nearest waterbody: Parrot Swamp
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Queen Creek
Name of watershed or Hydrologic Unit Code (HUC): White Oak, (HUC 03020106 Bogue-core Sounds)
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 IL• SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There "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 "waters ofthe U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): 1
TNWs, including territorial seas
Wetlands adjacent to TNWs
Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs
Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
Isolated (interstate or intrastate) waters, including isolated wetlands
Identify (estimate) size of waters of the U.S. in the review area:
Non-wetland waters: 90 linear feet: 5 feet width (ft) and/or acres.
Wetlands: acres.
Limits (boundaries) of jurisdiction based on:
Elevation of established OHWM (if known):
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.
x For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
s Supporting documentation is presented in Section III. F.
SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs •
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
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 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:
Drainage area: 0.14
Average annual rainfall: 57.96 inches
Average annual snowfall: 1.7 inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
® Tributary flows directly into IN W.
? Tributary flows through Pick List tributaries before entering TNW.
Project waters are 1 (or less) river miles from TNW.
Project waters are 1 (or less) river miles from RPW.
Project waters are 1(or less) aerial (straight) miles from TNW.
Project waters are I (or less) aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain: NO.
Identify flow route to TNW5: Flows north to Parrot Swamp, Parrot Swamp flows east to Queen Creek, becoming TNW
before or at Queen Creek.
•
a Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West.
5 Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.
Tributary stream order, if known: 1st.
(b) General Tributary Characteristics (check all that apply):
Tributary is: ® Natural
? Artificial (man-made). Explain:
® Manipulated (man-altered). Explain: Channelized and culverted in project area..
Tributary properties with respect to top of bank (estimate):
Average width: 5 feet
Average depth: 4 feet
Average side slopes: 91.
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: Relatively stable.
Presence of run/riffle/ ool corn "I Explain:
Tributary geometry: ?„ ?° ??
Tributary gradient (approximate average slope): <1 %
(c) Flow:
Tributary provides for:
Estimate average number of flow events in review area/year:
Describe flow regime: Intermittent.
Other information on duration and volume:
Surface flow is: . Characteristics:
. Subsurface flow: RM. Explain findings:
? Dye (or other) test performed:
Tributary has (check all that apply):
® Bed and banks
® OHWM6 (check all indicators that apply):
® clear, natural line impressed on the bank
® changes in the character of soil ?
? shelving
? vegetation matted down, bent, or absent ?
? leaf litter disturbed or washed away
? sediment deposition ?
? water staining ?
? other (list):
? Discontinuous OHWM.7 Explain:
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
High Tide Line indicated by: Mean High Water Mark indicated by:
? oil or scum line along shore objects ? survey to available datum;
? fine shell or debris deposits (foreshore) ? physical markings;
? physical markings/characteristics ? vegetation lines/changes in vegetation types.
? tidal gauges
? other (list):
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known: 0, A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
'Ibid.
(iv) Biological Characteristics. Channel supports (check all that apply):
? Riparian corridor. Characteristics (type, average width):
? Wetland fringe. Characteristics: Bottomland Hardwood.
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Floe Relationship with Non-TNW:
Flow is: Pick List. Explain:
Surface flow is: MM
Characteristics: Flows confined within channel in project area.
Subsurface flow: . Explain findings:
? Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non-TNW:
? Directly abutting
? Not directly abutting
? Discrete wetland hydrologic connection. Explain:
? Ecological connection. Explain:
? Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are river miles from TNW.
Project waters are aerial (straight) miles from TNW.
Flow is from:
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 an
All wetland(s) being considered in the cumulative analysis:
Approximately ( ) acres in total are being considered in the cumulative analysis.

•
•
For each wetland, specify the following:
•
Directly abuts? (YIN) Size (in acres) Directly abuts? (Y/N) Size (in acres)
Summarize overall biological, chemical and physical functions being performed: Provides diverse and contigious habitat
for various aquatic and terestrial wildlife, allows a wide range of hydrogeologic and biological chemical transformations and
processes, and in addition of substrate for the previous functions, provides stormwater filtration and storage.
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:
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:
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 IILD:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: linear feet width (ft), Or, acres.
Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: Perennial flows are expected because of 3.6 square mile (2,304 acres) watershed drainage area.
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 111.13. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: 50 linear feet 20 width (ft).
Other non-wetland waters: 0.59 acres.
Identify type(s) of waters: Bottomland Hardwood Wetlands.
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 III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
•
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent •
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
Demonstrate that impoundment was created from "waters of the U.S.," or
Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):"
which are or could be used by interstate or foreign travelers for recreational or other purposes.
from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
Other factors. Explain:
'See Footnote # 3.
9 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
udgment (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):
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:
Wilmington District,
Hubert Water Systems Distrubution Improvement,
SAW-2007-3962-067
C. PROJECT LOCATION AND BACKGROUND INFORMATION: Goose Creek
State:North Carolina County/parish/borough: Onslow City: Jacksonville
Center coordinates of site (lat/long in degree decimal format): Lat. 34.6511256° Long. 77.187661°
Universal Transverse Mercator:
Name of nearest waterbody: Goose Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Intracoastal Waterway
Name of watershed or Hydrologic Unit Code (HUC): White Oak, (HUC 03020106 Bogue-core Sounds)
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 "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 "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): r
TNWs, including territorial seas
Wetlands adjacent to TNWs
Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs
Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
Isolated (interstate or intrastate) waters, including isolated wetlands
Identify (estimate) size of waters of the U.S. in the review area:
Non-wetland waters: 20 linear feet: 2.5 width (ft) and/or acres.
Wetlands: 0.318 acres.
Limits (boundaries) of jurisdiction based on:
Elevation of established OHWM (if known):
• 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.
s For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
' Supporting documentation is presented in Section III.F.
SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
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 waterbodya is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section 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: 0.09
Drainage area:
Average annual rainfall: 57.96 inches
Average annual snowfall: 1.7 inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
? Tributary flows directly into TNW.
® Tributary flows through tributaries before entering TNW.
Project waters are I (or less) river miles from TNW.
Project waters are I (or less) river miles from RPW.
Project waters are 1 (or less) aerial (straight) miles from TNW.
Project waters are 1 (or less) aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain: NO.
Identify flow route to TNW5: Flows southwest to Goose Creek proper, which flows southwardly to the Intracoastal
Waterway.
•
a Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
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.
Tributary stream order, if known: 1 st.
• (b) General Tributary Characteristics (check all that apply):
Tributary is: ® Natural
? Artificial (man-made). Explain:
® Manipulated (man-altered). Explain: Channelized and dredged.
Tributary properties with respect to top of bank (estimate):
Average width: 2 feet
Average depth: 2.5 feet
Average side slopes:
Primary tributary substrate composition (check all that apply):
® Silts ® Sands ? Concrete
? Cobbles ? Gravel ® Muck
? Bedrock ? Vegetation. Type/% cover:
? Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain: Stable.
Presence of run/riffle/ ooI in lexes. Explain:
Tributary geometry: lion'
Tributary gradient (approximate average slope): <1 %
(c) Flow:
Tributary provides for:
Estimate average number of flow events in review area/year:
Describe flow regime:
Other information on duration and volume:
Surface flow is: Confined. Characteristics: Channelized to flow beneath roadway.
0 Subsurface flow: 111M. Explain findings:
? Dye (or other) test performed:
Tributary has (check all that apply):'
? Bed and banks
? OHWM6 (check all indicators that apply):
? clear, natural line impressed on the bank
? changes in the character of soil
? shelving
? vegetation matted down, bent, or absent
? leaf litter disturbed or washed away
® sediment deposition
? water staining
? other (list):
? Discontinuous OHWM.7 Explain:
® the presence of litter and debris
? destruction of terrestrial vegetation
? the presence of wrack line
? sediment sorting
? scour
® multiple observed or predicted flow events
? abrupt change in plant community
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
High Tide Line indicated by: Mean High Water Mark indicated by:
? oil or scum line along shore objects ? survey to available datum;
? fine shell or debris deposits (foreshore) ? physical markings;
? physical markings/characteristics ? vegetation lines/changes in vegetation types.
? tidal gauges .
? other (list):
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; genera( watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:
'A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
'Ibid.
(iv) Biological Characteristics. Channel supports (check all that apply):
® Riparian corridor. Characteristics (type, average width): >100 feet.
? Wetland fringe. Characteristics: Scrub-shrub to herbaceaous where maintained. •
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size:0.318 acres
Wetland type. Explain: Scrub-shrub to herbaceous where maintained.
Wetland quality. Explain:Low to Medium-Disturbed scrub-shrub wetland with impacts from road, ditching,
easement maintenance, utilities, and private access.
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationshi with Non-TNW:
Flow is: . Explain:
Surface flow is: U ?--
Characteristics: Some flows confined within maintained channel and ditches in project area.
Subsurface flow: . Explain findings:
? Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non-TNW:
® Directly abutting
? Not directly abutting
? Discrete wetland hydrologic connection. Explain:
? Ecological connection. Explain:
? Separated by berm/barrier. Explain:
(d) Proximity (Relationshir) to TNW
Project wetlands are 1 (or less) river miles from TNW.
Project waters are (or less) aerial strai ht) miles from TNW.
Flow is from: nd to navig
Estimate approximate location of wetland as within the 10 - 20-year tloodplain.
(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):> 100 feet.
® Vegetation type/percent cover. Explain: Scrub-shrub - 85%.
? 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 an )
All wetland(s) being considered in the cumulative analysis:
Approximately ( 0.318 ) acres in total are being considered in the cumulative analysis.
0
For each wetland, specify the following:
•
Directly abuts? (Y/N) Size (in acres)
Y 0.013
Y 0.080
Y 0.053
Y 0.088
Directly abuts? (Y/N) Size (in acres)
0.38
0.37
0.008
Summarize overall biological, chemical and physical functions being performed: Provides diverse and contigious habitat
for various aquatic and terestrial wildlife, allows a wide range of hydrogeologic and biological chemical transformations and
processes, and in addition of substrate for the previous functions, provides stormwater filtration and storage.
C. SIGNIFICANT NEXUS DETERMINATION
E • Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
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?
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:
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 widtA (ft), Or, acres.
Wetlands adjacent to TNWs: acres.
•
RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial:
Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: linear feet width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWs8 that flow directly or indirectly into TNWs.
Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
Tributary waters: linear feet width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW: Aerial photography, USGS, and soil survey show likley connection to RPW.
Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: 3.9 acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs. •
Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
Demonstrate that impoundment was created from "waters of the U.S.," or
Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):"
which are or could be used by interstate or foreign travelers for recreational or other purposes.
from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
'See Footnote # 3. •
9 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.
Other factors. Explain:
• 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
udgment (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):
B. ADDITIONAL COMMENTS TO SUPPORT JD:
E
0

• Hubert Water System Improvements
For Onslow County Water and Sewer Authority
Onslow County, NC
Wetland Photo Log
9
Statio
Statio
n 55+50, Alivnment A, Bell SWamD. No Impact due to directional
bore
bore
•
•
17J
Station 81 +00, Alignment A, Temporary Wetland impact #1
Station 82+00, Alignment A, Temporary Wetland impact #1
•
•
Station 91 +00. Alignment A, Temporarv Wetland Impact #2
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Station 95+00, Alignment A, Temporary Wetland Impact #2

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•
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Station 99+00, Alignment A, Temporary Wetland Impact #2
Station 103+00, Alignment A, Temporary Wetland Impact #3
•

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0
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0

FIGURES AND MAPS
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. Figure 2a. -Hubert USGS Quadrangle (1988) 1:24,000 Feet W
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Figure 3d. - Wetlands Map 4 Feet WE
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Figure 3e. - Wetlands Map 5 1:2,4.00

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9
Soil Types
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Onslow loamy fine sand
BaB
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MaC Marvyn loamy fine sand Pa
Pactolus fine sand
FoA
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Mk Mucklee loam WaB
Wando fine sand
KuB-I,
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