20081603 Ver 1_401 Application_20081008

HABITAT
ASSESSMENT AND
RESTORATION
PROGRAM, INC. --
Mr. Steve Lund
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue
Room 208
Asheville, NC 28801-5006
Re: Quail Haven Sewer Outfall Sewer Service Extension
Dear Mr. Lund,
9305-D Monroe Road
Charlotte, NC 28270
Office: 704-841-2841
Fax: [phone]
email: [e-mail]
www.habitatassessment.com
Employee Owned
September 1, 2008
Attached you will find a copy of the Pre Construction Notification for the above named project along with
documentation for wetlands and streams, their existing conditions and impacts. This site as you may recall during
your site visit in fall of 2007 contained a beaver impoundment and was breached prior to our arrival at the site. WK
Dickson, the design engineers and Quail Haven LP, the developers have worked very closely with Habitat
Assessment and Restoration Program, Inc. (HARP) over the past 14 months to ensure that impacts to wetlands and
to streams were minimized and in many cases entirely eliminated. The sewer alignment has been revised a number
of times due to recommendations by Dr. Jim Matthews and John Soule both of HARP. The alignment that is currently
proposed we feel is the best possible alignment based on the environmental factors of concern, topography, cost and
need.
Impacts to Wetlands:
The entire project site contains approximately 13.2 acres of wetlands. Of the 13.2 acres,with diligence and an eye
towards impact reduction 0.4038 acres of these wetlands will be impacted by this utility installation. These impacts
are temporary in nature and upon construction the wetlands will be returned to original topography and
replanted/reseeded with native wetland vegetation. Only where necessary will a 10' wide access corridor be
maintained.
Impacts to Stream:
This project includes 5 stream impacts. One of the impacts is a linear impact of 170 feet however at this impact
location the stream was previously channelized and moved to a road side "ditch" which passes through a number of
driveway and road crossing culverts. The stream is also lined with rip rap. Another reach of this same channelized
stream scored a 13 on a NCDWQ Stream Assessment Form and was therefore downgraded to a stormwater
conveyance. Regardless all impacts to streams, whether perpendicular or linear, are temporary in nature. The
stream banks will be returned to their original pre construction topography and replanted/seeded with native plant
species.
Threatened and Endangered Species and Species of Concern
A Threatened and Endangered species study was performed by Dr. Jim Matthews along the entire length of the
project and no species, communities or habitats of concern were found.
HABITAT ANALYSIS • ENDANGERED PLANT STUDIES • STREAM RESTORATION • WETLAND MITIGATION + MONITORING
I feel confident you will find the permit application complete and thorough, however if you wish to visit the site again
or need more information please do not hesitate to contact me or John Soule at HARP. We can be reached at the
number above. If you have questions regarding the engineering drawings please contact Rob Ruth the design
engineer at W K Dickson at 704 334-5348.
Respectfully submitted,
Habitat Assessment and Restoration Program, Inc.

Karri Cecil Blackmon
Environmental Scientist and President
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
L 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: NWP 412
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), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: Quail Haven, LP c/o Mr. Danny Bost member/manager
Mailing Address: PO Box 11 I 1
Concord, North Carolina, 28026
Telephone Number: 704-791-7066 Fax Number: 704-788-3887
E-mail Address: dannybostgyahoo.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:
Company Affiliation
Mailing Address:
Telephone Number: Fax Number:
E-mail Address
III. Project Information
Attach a vicinity map (please see attached engineering drawings - Quail Haven Sewer Outfall
Sewer Service Extension, cover page) showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan (please see
Page 3 of 10
attached engineering drawings - Quail Haven Sewer Outfall Sewer Service Extension. cover
page) 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 MRCS 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 fiill-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: Quail Haven Sewer Outfall Sewer Service Extension
2. T.I.P. Project Number or State Project Number (NCDOT Only): NIA
3. Property Identification Number (Tax PN): See attached Table of Property Owners
4. Location
County: Cabarrus Nearest Town: Concord, NC
Subdivision name (include phase/lot number): Quail Haven
Directions to site (include road numbers/names, landmarks, etc.): From 1-85 south bound
take exit at -Poplar Tent Road go west (right at top of ramp) Turn right at Scaley bark Trail
follow to _end)_
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): See attached table of Stream Crossings and table of
Wetland Impact Coordinates.
6. Property size (acres):Ground disturbance is approximately 8.79 +/- acres
7. Name of nearest receiving body of water: Rocky River
8. River Basin: Yadkin-Pee Dee
(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/adniIn/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: Suburban Subdivision
10. Describe the overall project in detail, including the type of equipment to be used:
This project consists of the installation of approximately 5,989 +/- linear feet of 12" PVC
rg avity sewer & 6,762 +/- linear feet of 8" PVC Gravity sewer aloe with appurtenances and
other associate project work, for the purpose of providing sewer service to the residents along
the project path in addition to a proposed Quail Haven Subdivision. The projected amount of
Page 2 of 10
ground disturbance is approximately 8.79 acres. This is based on calculations of total
disturbance anticipated on the site which includes the total linear footage of sewer line. The
project also includes the elimination of two pump stations and associated force mains. The
Crosland/Poplar Tent Pump Station & Force Main consisting of 6,000 LF of force main and a
176.2 GPM um station with duplex Pumps as well as the abandonment of 751 LF of 6"
forcee_ main associated with the Poplar Point Park Pump Station and Force Main with duplex
pumps. Work shall proceed in such a manner as to limit the amount of ground disturbance by
havin only one section of the ditch open at a time thereby reducing the opportunity for large
quantities of sediment to be generated. All seeding of denuded areas will be performed
within 10 days of disturbance and in accordance with specifications given in the plans.
Machines to be utilized are track loaders, dump trucks, front loaders and tractors.
11. Explain the purpose of the proposed work: The purpose of the work is to provide gravity
sewer service to the residents of this area replacing two pump stations and provide sewer
service to the proposed residential development "Quail Haven".
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. Since 1992 the City of Concord and Cabarrus County have been growing
and with it the need for sewer service for its residents.. Originally City of Concord installed the
Rocky River Interceptor. DWQ# WO0005366. In 1998 the Crosland/Poplar Tent Pump Station
& Force Main NCDENR DWQ_Pe_rmit # WQ0013592 was installed followed by the Poplar Point
Business Park Pump Station & Force Main NCDENR DWQ Permit # WQ0017083 followed by
Quail Haven Sewer USACE# 2007-368-313 in 2007.
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.
_After completion of this subdivision and sewer line there is one parcel in the area that will be
open to possible development however, there are no plans at this time to develop that piece of
property. If it were developed it is likely that gravity sewer would be installed and would tap
into the sewer line this application is attempting to permit.
VI, Proposed Impacts to Waters of the United StatesfWaters 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
Page 3 of 10
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.
Provide a written description of the proposed impacts: Impacts to surface waters will all be
temporary; 6 stream crossings will be open cut and one impact to an intermittent stream
(noted as stream impact 1 (see engineering drawings page 9 of 22) will follow the length of
the stream totaling 160 linear feet of intermittent stream. ** Please note that previous
development has placed this stream into a roadside ditch that runs through a number
of driveway culverts and is lined with rip rap (see attached photo "ExistinjZ Conditions
at Quail Haven Stream Crossings 7 & 8. Please note that use of the NCDWQ Stream
Quality forms scores a portion of the reach between proposed man hole 53 and 55 as a
stormwater conveyance not an intermittent stream thereby eliminating impact " J"listed
on page 10 of 22 as an impact for the purpose of permittinz). WK Dickson, the desiy
engineers have worked closely with Habitat Assessment and Restoration Program, Inc. to
reduce and in many cases eliminate impacts to surface waters and wetlands by moving the
alignment of the sewer, locations of manholes and locations of stream crossings. During
construction all efforts will be made to minimize site impacts. Stream banks will be returned
to original topography and reseeded or depending on the time of year for construction,
replanted with native vegetation such as silky dogwood or silky willow lives stakes or bare
root seedlings. The attached engineering drawings show an alignment that is the best possible
alignment; drastically reducing impacts to wetlands and reducing the number of stream
crossings.
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,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) (yes/no) (linear feet)
A temporary forested yes isolated .019
B* temporary forested no abutting .188
BB* temporary forested no abutting .0008
F* temporary forested no abutting .026
G temporary forested no abutting .02
K temporary herbaceous/forested** no abutting .013
L temporary forested no 60' .15
Total Wetland Impact (acres) 0.4038
Page 4 of W
* these wetlands were previously delineated and mapped by NorStar Land Surveying,
Inc. in 2005. The wetland maps are included in this document and are made part of this
pen-nit application by this reference.
** part of this wetland is under a Duke powerline right of way.
3. List the total acreage (estimated) of all existing wetlands on the property: 13.2 acres
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 till 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 length X width, then divide by 43,560.
Stream Impact
Number
(indicate on map)
Stream Name
Type of Impact ! Average
Perennial or Stream Width
Intermittent: Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
AA (#I) Rocky River temporary Perennial 45' 30' .03
C (42) UT - I Rocky Riv temporary Perennial 19' 26' .01
D (03) UT - I Rocky Riv temporary Perennial 25' 26' .01
E (44) UT - 1 Rocky Riv temporary Intermittent 10' 26' .01
(45) Stormwater Conv. temporary NIA
H (46) UT - 3 Rocky Riv temporary Perennial 6' 30' .0043
1(47) UT -2 Rocky Riv temporary Intermittent 4' 170' .015
J (48) Stormwater Conv. temporary N/A
Total Stream Impact (by length and acreage) 308 .08
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
till, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site dumber
(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)
VA

Total Open Water Impact (acres)
List the cumulative impact to all Waters of the U.S. resulting from the proiect:
Stream Impact (acres): 0.0793
Wetland Impact (acres): 0.4038
Open Water Impact (acres): 0.0000
Total Impact to Waters of the U.S. (acres) 0.4831
Total Stream Impact (linear feet): 308
Page 5 of 10
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.
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., darn/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: NIA
Size of watershed draining to pond: N/A Expected pond surface area: NIA
VIL 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, lowcr-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. WIC Dickson has been working
with Habitat Assessment and Restoration Program, Inc. for approximately 12 months to align
and realign this sewer extension. First iterations impacted many acres of wetlands and the Rocky
River two times instead of the current path which crosses the Rocky River once. Together we
have significantly reduced environmental impacts placing them as close to the other edges of
_wetlands instead_ of cutting through the middle of them. This_ alignment, based on need of
service area, existing _topographic conditions and location of streams and wetlands is the best
possible alignment.
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 yloditication 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
including size and type of proposed impact and function and relative value of the impacted
Page 6 of 10
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 ?&-etland
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, available at
http:.-/h2o.enr.state.nc.uslnewetlands/strmgide.html.
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. A mitigation plan is not being proposed for this
project as all impacts are temporary. Wetlands will be returned _to original topography, re-
seeded with native vegetation and only a 10' maintenance corridor will be maintained. All
stream crossings are temporary; streams will be returned to original topography and re-
vegetated with native plant material.
2. iitigation 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
(919) 71-0476 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:r/h2o.enr.state,nc.us/wrp/index.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): NIA
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): NIA
Amount of Non-riparian wetland mitigation requested (acres): NIA
Amount of Coastal wetland mitigation requested (acres): NIA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
Page 7ofto
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)?
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.
I. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 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 )? 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
(square feet) Multiplier Required
Mitigation
1
2
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 I.
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.
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 Concord Stormwater regulations are contained in Article 4 of the Concord
Development Ordinance: '`The next two sections focus on minimizing negative impacts from
Page 8 of t O
stormwater. Sec. 4-4 mandates engineered stormwater controls to minimize the qualitative and
quantitative impacts of runoff and ensure compliance with federal point source discharge requirements.
These requirements are based on the permit conditions in NPDES Permit No. NCS000423 (the City's
Phase II stormwater permit).) The phase ll provisions became effective upon the adoption of an
ordinance amendment on January 12, 2006. Sec. 4-5 mandates the control of sedimentation and erosion,
however, the sedimentation and erosion control re u?y program is administered by Cabarrus
Countv."
Caban-us County does not have its own storm water regulations, therefore it defers to the state
regulations. Here is an excerpt from pave 6 of the North Carolina Stormwater Site Planning Guidance
Manual: "The_ State of North Carolina has taken a watershed based approach to monitoring and
managing its water quality by preparing Basinwide Management Plans for each of the _17 major river
basins within the state. The overall quality of surface waters within each of the major river basins is
protected through a variety of strategies including surface water classifications, regulations for point
source discharges (NPDES program) and through Best_ Management Practices for non-point sources
such as forestry, agriculture and developing areas. In North Carolina, a number of requirements are
currently in place for urban stormwater management. These requirements result in stormwater
management measures for new development activities in certain sensitive areas including Water Supply
Watersheds, Nutrient Sensitive Waters, Outstanding Resource Waters, High Quality Waters, and Coastal
Waters. These designations are defined in North Carolina Administrative Code Section 15A NCAC 2B
.0100, Procedures for Assignment of Water Quality Standards. In addition to State and Federal
programs, municipalities may have land use regulations such as zoning ordinances and stormwater
runoff management regulations."
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.
Disposition of the sewage flow within the proposed gravity sewer will feed into the Rocky River
Inteceptor (WQ # 0005366 10-04-1991) then flows to the Rocky River Influent Pump Station
located at Rocky River and Rocky River Road then will flow to the Rocky River Regional Waste
Water Treatment Plant.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
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
Page 9 of t 0
http:i: h?o.ennstate.nc.us: ncwetlands. If no, please provide a short narrative description: It is
possible that one small ad'acent parcel of land could be developed after the proposed Quail
Haven Sewer is installed. However, there are no plans for that parcel at this time.
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).
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
9-5 - 0 F-
Mr. banny Bost on behalf of Quail Haven, LP
Date
Page t0 of l0
Nroperty uwners: Lzuaii riaven raserraenC
Herman R. Hefner (2 plats)
Thomas B. Fuller, Jr.
Amanda M. & Morris R. Maines (2 olats)
Jeannette L. Foreman
Alexander B. & Kammie C. Dill
Danny G. Bost, LLC (2 plats)
Eva Mae Allison Justice
Corriher Water Service, Inc.
Christal W. Bostian
W. Wayne & Susan J. Trexler
Peggy Jean Hayden
Norris B. & Chantle C. Plott
Cora L. Readling
William Harold Allison
Richard A. Bickle, Jr.
Marsha Herrin Hood, Theresa Herrin Mann & Meryl Lee Herrin
Rebecca H. Eudy
Steven G. & Sharon L. Minderlein
Roxanne W. Hamilton
(Steven L. & Wendy L. Yancey (2 plats) 1
YCLC, LLC
Keith L. & Gina W. Mundav
Arnold B. & Barbara K. Led Ford
James A. & Brenda P. Lazenby
Maria S. Anthony
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12
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 INFORiNIATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:
C. PROJECT LOCATION AND BACKGROUND INFORMATION: QUAIL HAVEN OUTFALL, SEWER SERVICE EXTENSION
State: NC County/parish/borough: CABARRUS City: CONCORD
Center coordinates of site (lavlong in degree decimal format): Lat. 35.4177770N, I-ong. 80.721944°W.
Universal Transverse Ytercator: 17 0525262E, 39194_25N, NAD 83
Name of nearest waterbody: ROCKY RIVER
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: ROCKY RIVER
Name of watershed or Hydrologic Unit Code (HUC): ROCKY; HUC: 03040105
?$( Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
? Check if other sites (e.g., offshe 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. RUA SECTION 10 DETERMINATION OF JURISDICTION.
There Pick List "navigable waters of the U.S." within Rivers and Harbors Act (PHA) jurisdiction (as defined by 33 CPR part 329) in the
review area. [Required]
? Waters subject to the ebb and flow of the tide.
? Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There Pick List "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CPR 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 TiNWs
? Relatively permanent waters' (RPWs) that flow directly or indirectly into TNWs
? Non-RPWs that flow directly or indirectly into TNWs
? Wetlands directly abutting RPWs that flow directly or indirectly into T?iWs
? Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNI Ws
? 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: acres.
c. Limits (boundaries) of jurisdiction based on: Pick List
Elevation of established OHWyI (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: WETLAND MEETS 1987 DELINEATION MANUAL REQUIREMENTS BUT IS SITUATED IN UPLAND
WITH NO SN TO A RPW OR TNW. WOULD BE CLASSED BY NC WANI MANUAL AS A SMALL-BASIN
WETLAND.
Boxes checked below shall be supported by completing the appropriate sections in Section Ill below.
For purposes of this form, an RPW is defined as a tributary that is not a TN W and that typically flows year-round or has continuous flow at least "seasonally"
typically 3 months).
Supporting documentation is presented in Section 111.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 M.A.I and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections IIl.A.t and 2
and Section HI.D.1.; otherwise, see Section 111.8 below.
1. TNW
[dentify 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 HI.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 waterbody° is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section 111.$.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 IILC below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: Pick List
Drainage area: Pick List
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
? Tributary flows directly into TNW.
? Tributary [lows through Pick List tributaries before entering TN%k.
Project waters are Pick List river miles from TNW.
Project waters are Pick List river miles from RPW.
Project waters are Pick List aerial (straight) miles from TNW.
Project waters are Pick. List aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
[dentily flow route to TNL W':
Tributary stream order, if known:
` Note that the Instructional Guidebook contains additional information regarding swales, ditches, wishes, and erosional features generally and in the arid
West.
5 Flow route can be described by identifying, e.g., tributary a, which [lows through the review area, to flow into tributary b, which then flows into TNW
N General Tributary Characteristics (check all that. apply):
Tributary is: ? Natural
? Artificial (man-made). Explain:
?'Nlanipulated (man-altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: reet
Average side slopes: Pick List.
Primary tributary substrate composition (check all that apply):
? Silts ? Sands ? Concrete
? Cobbles ? Gravel ? Muck
? Bedrock ? Vegetation. Typel% cover:
? Other. Explain:
Tributary condition/stahility [e.g., highly eroding, sloughing banks]. Explain:
Presence of run/riffle/pool complexes. Explain:
Tributary geometry: Pick List
Tributary gradient (approximate average slope): %
(c) Flow:
Tributary provides for: Pick List
Estimate average number of flow events in review areaiyear: Pick List
Describe flow regime:
Other information on duration and volume:
Surface flow is: Pick List. Characteristics:
Subsurface [low: Pick List. Explain findings:
? Dye (or other) test performed:
Tributary has (check all that apply):
? Bed and banks
? OHW'V16 (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):
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
? Discontinuous OHWM.' Explain:
IF Factors other than the OF[WM were used to determ
Q High Tide Line indicated by: ?.
? oil or scum line along shore objects
? tine shell or debris deposits (foreshore)
? physical mark ings/characteristies
? tidal gauges
? other (list):
ne lateral extent of CWA jurisdiction (check all that apply)
Mean High Water IvIark indicated by:
? survey to available datum;
? physical markings;
? vegetation iinesi'changes in vegetation types.
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film. water quality; general watershed characteristics, etc.).
Explain:
ldentity specific pollutants, if known:
"A natural or man-made discontinuity in the OHWyt does not necessarily severjurisdiction (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 0HW'vt 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 Ilow above and below the break,
'Ibid.
(iv) Biological Characteristics. Channel supports (check all that apply):
? Riparian corridor. Characteristics (type, average width);
? Wetland Fringe. Characteristics:
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain Findings:
? Aquatic/wildlife diversity. Explain Findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TNW:
Flow is: Pick List. Explain:
Surface [low is: Pick List
Characteristics:
Subsurface flow: Pick List. Explain findings:
? Dye (or other) test performed:
(c) Wetland Adjacency Determination with Nion-7 INW:
? Directly abutting
? Not directly abutting
? Discrete wetland hydrologic connection. Explain:
? Ecological connection. Explain:
? Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to T',NW
Project wetlands are Pick List river miles from TNW.
Project waters are Pick List aerial (straight) miles from TNW.
Flow is from: Pick List.
Estimate approximate location ofwetland as within the Pick List tloodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on iurface; 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:
? Aquaticlwildlire diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis: Pick List
..........
Approximately ( ) acres in total are being considered in the cumulative analysis.
For each wetland, specify the following:
Directly abuts? (Y[N) Size (in acres Directly abuts? (YIN) Size fin acres?
Summarize overall biological, chemical and physical functions being performed;
C. SIGNIFICANT NEXUS DETER.NIINATION
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, phvsical 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 reeding, 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:
L 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 I1I.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:
? TNI Ws: linear feet width (ft), Or. acres.
? Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
Q Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial:
Tributaries of TN !W where tributaries have continuous [low "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 [lows
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-PM3 that flow directly or indirectly into TNWs.
? Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TN1W, and it has a significant nexus with a
TNLW is jurisdictional. Data supporting this conclusion is provided at Section IILC.
Provide estimates for jurisdictional waters within the review area (check all that apply):
? Tributary waters: linear feet width (ft).
? Other non-wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
? Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
? Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW:
Wetlands directly abutting an RPW where tributaries typically flow -'seasonally." Provide data indicating that tributary is
seasonal in Section 111.8 and rationale in Section 11LD.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 arejurisidictionai. 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 NW are jurisdictional. Data supporting this
conclusion is provided at Section IILC.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.°
As a general rule, the impoundment of ajurisdictional tributary remains jurisdictional.
? Demonstrate that impoundment was created from "waters ofthe 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-STATEI WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COy1NIERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY)."
which are or could be used by interstate or foreign travelers for recreational or other purposes.
Q from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
[] which are or could be used for industrial purposes by industries in interstate commerce.
? Interstate isolated waters. Explain:
? Other factors. Explain:
Identify water body and summarize rationale supporting determination-
'See Footnote 4 3-
° To complete the analysis refer to the key in Section 111.D.6 of the Instructional Guidebook.
u 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 {cr Jurisdiction Fallowing Rupanos.
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.
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 "SPV.-l.VCC." the review area would have been regulated based sc,16 on the
"Migratory Bird Rule" (MBR).
Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain: WETLAND
MEETS 1987 DELINEATION NIANUAL REQUIREMENTS BUT IS SITUATED IN UPLAND WITH NO SN TO A RPW
OR TNW. WOULD BE CLASSED BY NC WADI NIANUAL AS A SNIALL-BASIN WETLAND.
Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis ot'jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
? Non-wetland waters (i.e., rivers, streams): linear feet width (ft).
? Lakes/ponds: acres.
? Other non-wetland waters: acres. List type of aquatic resource:
? Wetlands: acres.
Provide acreage estimates for non-jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required forjurisdiction (check all that apply):
Nan-wetland waters (i.e., rivers, streams): linear feet, width (ft).
[] Lakes/ponds: acres.
? Other non-wetland waters: acres. List type of aquatic resource:
® Wetlands: 0.45 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 applicanti'consultant.
? Office concurs with data sheets/delineation report.
? Office does not concur with data sheets/delineation report.
? Data sheets prepared by the Carps:
? Corps navigable waters' study:
® U.S. Geological Survey Hydrologic Atlas:
? USGS MID data.
® USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s). Cite scale & quad name: 1:24,000. KANNAPOLIS.
® USDA Natural Resources Conservation Service Soil Survey. Citation:SOIL SURVEY OF CABARRUS COUNTY, NC,
SEPTEMBER 1988, SHEET t .
21 National wetlands inventory map(s). Cite name: KANNAPOLIS.
? State[Local wetland inventory map(s):
0 FENIA/FnM maps: MAP # 37025C0075D. PANEL 75 of 180, Nov 2, 1994.
® 100-year Floodplain Elevation is: 617 to 618 (National Geodectic Vertical Datum of 1929)
Photographs: ® Aerial (Name & Date): 2005.
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 CONIMENTS TO SUPPORT JD:
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
VEGETATION
Dominant Plant Smeles _ Stratum Indicator
FAG+

2. A4f-r FA C

7
Dominan Plant 5 ecies Stratum Indicator
9.
10.
11.
12.
13.
14.
15.
3. 16.
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC-),
-{??'o
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks): Wetland hydrology Indicators:
_
Stream, Lake, or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
Other Saturated in Upper 12 Inches
Water Marks
1/ No Recorded Data Available
Drift Lines
Sediment Deposits
Field Observations: Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
er 12"
in U
t Ch
l
R
Depth of Surface Water: (in.) pp
anne
s
oo
Oxidized

7 Water-Stained Leaves
Depth to Free Water in Pit: (in.) Local Soil Survey Data

7 FAC-Neutral Test
k
l
i
i
R
Depth to Saturated Soil: (in.) emar
s)
a
n
n
Other (Exp
Remarks: V111 l id i .t'41 `04;
o
f
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
ProjectlSite: QU41L f4AVF-K1 00T
Applicant/Owner: K •
Investigator: -J 01*M T 5OwG
Do Normal Circumstances Exist on the site? Yes No
is the site significantly disturbed (Atypical Situation)? es -140
Is the area a potential Problem Area? Yes rNo
(If needed, explain on reverse.)
Date. Z-4 JULY 2603
County: C ?1 t k! ' ' =
State: M r-
Community ID: Transect ID: Plot ID:
S3

VEGETATION
Dominant Plant Soecies Stratum Indicator
Dominant Plant Species Stratum Indicator

2 FA
s. Oleolnl0 u vy'ke-11'1 s 5 aRL
5-p"Akeyye 55N5 U1k jae4j,a. W FAC
?
s.
7
14.
1
1
14.
1
8 16.
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAG-).
4 ? 1-
Remarks: j4 y j ro p h /4r G i0 rz ! "r - s=f'•
HYDROLOGY
Recorded Data (Describe in Remarks): Wetland hydrology Indicators:
Stream, Lake, or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
Other
No Recorded Data Available Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
Field Observations: Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: NOh.) (in.) Oxidized Root Channels in Upper 12°
Water-Stained Leaves
Depth to Free Water in Pit: 7 l (in.) Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: 7 (in.) Other (Explain in Remarks)
Remarks:
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Applicant/Owner:
Project/Site: t S t L ?' li$ p'? T I-! - Date: Z5 Q,-,T J
County: C.AB?,%';Z ' 15
Investigator: J okra T ?B 5.) {=- ",rp_ _ State: t~1-
Do Normal Circumstances Exist on the site? No

O
D
t?
Community ID:'?
R
Is the site significantly disturbed (Atypical Situation)? Transect ID:
Is the area a potential Problem Area? Yes ? o Plot ID:
(if needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Cef tit i ? .^r. F/-\ G 9.
FA C V 10.
3.U(Mti 2r i, FA.CV/ 11.
a.I S /S FRC%id-? 12.
,y
5.t?1?? CY SI??1ti 1 4;ry)jflZ2._yj ! TL-
i A.C_ +
13.

xy ?
7. 1 *G? it !'/l i Cc'
d 'm
15.
8. 1S.
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAG-).
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks): Wetland hydrology Indicators:
Stream, Lake, or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
Other ? Saturated in Upper 12 Inches
V No Recorded Data Available Water Marks
3/ Drift Lines
Sediment Deposits
Field Observations: / Drainage Patterns in Wetlands
Second Indicators (2 or more required):
i
U
12"
i
R
Ch
l
`
Depth of Surface Water: (in.) n
pper
zed
oot
anne
s
Oxid
Water-Stained Leaves
Depth to Free Water in Pit: (in.) Local Soil Survey Data
FAG-Neutral Test
Depth to Saturated Soil: /j (in.) Other (Explain in Remarks)
Remarks: V

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
6
Project/Site: Q!? +L. ; All t.' 0t IT ;d LL Date: 23
ApplicantlOwner: K, I G?-f County: '-
Investigator-. J QH1,,1 I- ` State: ?1 -
Do Normal Circumstances Exist on the site? Yes'. No
,
Is the site significantly disturbed (Atypical Situation)? 1fe's NO
Is the area a potential Problem Area? Yes No.
(If needed, explain on reverse.)
Community ID: Transect ID:
Plot ID:
VEGETATION
minant Plant Species
D Stratum Indicator
o _T_ FAQ
roi) fUl f?e?'
2. kj ri0deti
d ?
l
_
4 Nly')q"7 Qloi0. `-

III
f ? ?
Dominant Plant Species _
iC
11
12
1E
1E
Stratum Indicator
Percent of Dominant Species that are OBL, FACW or FAC Z-1/
(excluding FAC-). J
Remarks: "CGtt O/i I not
i t
HYDROLOGY
Recorded Data (Describe in Remarks): Wetland hydrology Indicators:
_
Stream, Lake, or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
Other Saturated in Upper 12 Inches
No Recorded Data Available Water Marks
Drift Lines
Sediment Deposits
Field Observations: Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: b I
N
(in.) Oxidized Root Channels in Upper 12"
Water-Stained Leaves
Depth to Free Water in Pit: (in.) Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: ? -' - - (in.) Other (Explain in Remarks)

t.
Remarks: ?l ! ?' 4.1111 _
TL_
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: CA> qls I t- LLA-\1 EKI c5u T FALL- Date: 17- O CT ` 6+
Applicant/Owner: W. 1Ci:r- 5n- b-3 County: CA5A,','?yA5
Investigator: -jD `f , 11 A R P . State: 3y _

Do Normal Circumstances Exist on the site?
Pe No ryJ?
Communi ID :
Is the site significantly disturbed (Atypical Situation)? No ?
t Transect ID:
Is the area a potential Problem Area? Yes :' Plot ID:
(if needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. SaIJ'X nj'q l(1{ T oBL- 9.
EA 211 10.
3Cvrntf5 A r'1pk)4Uf 4 c? FACW+ 11.
4.t` ?r rc i Ir. FAC 12.
5.Siururu$ee o'u--IS 13.
14.
7. 15.
g. 16.
Percent of Dominant Species that are OBL, FACW or FAC (?J s
f I? }
(excluding FAC-).
Remarks: 14 r.,, . V,a?.?
?-
HYDROLOGY
_ Recorded Data (Describe in Remarks): Wetland hydrology Indicators:
Stream, Lake, or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
Other Saturated in Upper 12 Inches
No Recorded Data Available Water Marks
Drift Lines
Sediment Deposits
Field Observations: _/ Drainage Patterns in Wetlands
t
1 Secondary Indicators (2 or more required):
"
/
Depth of Surface Water: . (in.) Oxidized Root Channels in Upper 12
__%,

E] = Water-Stained Leaves
Depth to Free Water in Pit:
' (in.) Local Soil Survey Data
FAGNeutral Test
Depth to Saturated Soil: Y (in.) Other (Explain in Remarks)
Remarks: VVe Lety"r1 5
f `r.3r2i3
Il
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Lf,41L HAUEAJ 31_1Trg1.Cr Date: !Z OCT 16:T
Applicant/Owner: VJ, , DICyk'So County: Ci4,3,},eA?d 5
Investigator. .J4H - Go4i, ,? State: N C
Do Normal Circumstances Exist on the site? Yes No Community ID : PfO?
Is the site significantly disturbed (Atypical Situation)? Yes ! Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: 3-
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. ff li'X nic7'(t T 9.

3k'a?_irl? UM AUP 1C'°G11)? I.° 11.
r
H ? C(l1 13.
6Cy p -'r ST?? D ?yj' C? ?-G AI 14.
7.lyl,?•IYG?VIr??? ?° 4nr ?f? 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC 1/? /
-
j 'J
(excluding FAC-). ,
r
!
Remarks:
.f;'c
'?°?4tQ°?r,'?r', r
, , _•?y?T
HYDROLOGY
Retarded Data (Describe in Remarks): Wetland hydrology Indicators:
Stream, Lake, or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
Other Saturated in Upper 12 Inches
? No Recorded Data Available Water Marks
Drift Lines
Sediment Deposits
Field Observations: Drainage Patterns in Wetlands

b Secondary Indicators (2 or more required):
"
Depth of Surface Water:
' (in.) Oxidized Root Channels in Upper 12

itt Water-Stained Leaves
(in.)
Depth to Free Water in Pit: Local Soil Survey Data

IM b! .l FAC-Neutral Test
(in.)
Depth to Saturated Soil: Other (Explain in Remarks)

(}• _'„ _i 'i ? i5 r ? #? :' ._ S
Remarks: vget l an':4
?i
STREAM DOCUMENTATION
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ti 41

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:
C. PROJECT LOCATION AND BACKGROUND INFORMATION: QUAIL HAVEN OUTFALL, SEWER SERVICE EXTENSION
State: NC County/parish/borough: CABARRUS City: CONCORD
Center coordinates of site (tat/long in degree decimal format): Lat. 35.417777° IN, Long. 80.721944° W.
Universal Transverse Mercator: 17 0525262E, 3919425N, NAD 83
Name of nearest waterbody: ROCKY RIVER
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: ROCKY RIVER
Name of watershed or Hydrologic Unit Code (HUC): ROCKY., RUC: 03040105
Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
? Check if other sites (e.g., otTsite 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 I1:: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There Pick List "navigable waters of the US." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area. [Required]
? Waters subject to the ebb and flow of the tide.
? Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There Pick Ust "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 waters' (RPWs) that flow directly or indirectly into TNWs
? Non-RPWs that flow directly or indirectly into TNWs
® Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
? Wetlands adjacent to non-RP Ws that flow directly or indirectly into TNWs
0 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: 14,300 linear feet: 3 to 9 width (ft) and/or acres.
Wetlands: 13.2 acres.
e. Limits (boundaries) of jurisdiction based on: 14,87 Delineation Manua[
Elevation of established OHWNI (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 notjurisdictional.
Explain:
'Boxes checked below shall be supported by completing the appropriate sections in Section III below.
' For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically tlows year-round or has continuous tlow 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 TRWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.I and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.I and 2
and Section III.D.I.; otherwise, see Section III.B below.
t. TRW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TRW
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 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 TRW. 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.I 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.
I. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: Pick List
Drainage area: Pick List
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
? Tributary flows directly into TNW.
? Tributary flows through Pick List tributaries before entering TNW.
Project waters are Piekl€ kit river miles from TNW.
Project waters are PiFk List river miles from RPW,
Project waters are Pick List aerial (straight) miles from TNW.
Project waters are Pick Li't aerial (straight) mites from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNW5:
Tributary stream order, if known:
' Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the arid
West.
5 Flow route can be described by identifying, e.g., tributary a, which flows through the review area, !o flow into tributary b, which then flows into TNW.
(b) General Tributary Characteristics (check all that applv):
Tributary is: ? 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 Llst.
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: Plek_List
Tributary gradient (approximate average slope): %
(c) Flow:
Tributary provides for: Pick List
Estimate average number of flow events in review area/year: PjckLst
Describe flow regime:
Other information on duration and volume:
Surface flow is: 0Al st. Characteristics:
Subsurface flow: Pick List. Explain findings:
.1 1
? 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):
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
? Discontinuous ORWNC Explain:
If factors other than the OHWM were used to determ
? High Tide Line indicated by: ?
? oil or scum line along shore objects
? fine shell or debris deposits (foreshore)
? physical markings/characteristics
? tidal gauges
? other (list):
no lateral extent of CWA jurisdiction (check all that apply):
Mean High Water Mark indicated by:
? survey to available datum:
? physical markings;
? vegetation lines/changes in vegetation types.
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
fdentify 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 OKWM has been removed by development or agricultural practices). Where there is a break in the OKWNt 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 tlow above and below the break.
'ibid.
(iv) Biological Characteristics. Channel supports (check all that apply):
? Riparian corridor. Characteristics (type, average width):
? Wetland fringe. Characteristics:
? Habitat for:
? Federally Listed species. Explain Findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TNW:
...................
Flow is: Pick List. Explain:
Surface flow is: Pick Gist
Characteristics:
Subsurface flow: Pick List. Explain findings:
? Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non -T-NW:
? Directly abutting
? Not directly abutting
? Discrete wetland hydrologic connection. Explain:
? Ecological connection. Explain:
? Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are Pick List river miles from TNW.
Project waters are Pick List aerial (straight) miles from TN W.
Flow is from: Pick List.
Estimate approximate location of wetland as within the Pick List floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear. brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain:
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
? Riparian buffer. Characteristics (type, average width):
? Vegetation type/percent cover. Explain:
? Habitat for:
? Federally Listed species. Explain findings:
? Fishlspawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis: PiekLis€
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' (YN Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section IIf.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 WATERSIWETLANDS ARE (CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
0 TNWs: linear feet width (ft), Or, acres.
[] Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
Tributaries of TNL Ws where tributaries typically flow year-round arejurisdictiona[. Provide data and rationale indicating that
tributary is perennial On USGS Topo map, on USGS NHD map, on USDA SCS Soil Survey of Cabarrus County, Scores as
perennial on NC DWQ Stream Identification Form,
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 forjurisdictional waters in the review area (check all that apply):
0 Tributary waters: 14,340 linear feet 3 to 4 width (ft).
? Other non-wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWss that flow directly or indirectly into TNWs.
? Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNt W 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 11I.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW: No dunes, berms, roads, dikes or the like separate the wetlands from tributary. A
continuous connection exist.
? 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. ProN ide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates forjurisdictional wetlands in the review area: 13.1 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 arejurisidictional. 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 fILC.
Provide estimates Cot jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.4
As a general rule, the impoundment of ajurisdictional 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-STATES WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COiV MERCE, 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.
0 which are or could be used for industrial purposes by industries in interstate commerce.
? Interstate isolated waters. Explain:
? Other factors. Explain:
"See Footnote 4 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 CorpsIEPA Vemorandum Regarding CWA.;et Jurisdiction Following Rapanos.
Identify water body and summarize rationale supporting determination:
Provide estimates forjurisdictional 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.
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 !an 2001 Supreme Court decision in "SGY.- ACC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
? Waters do not meet the -'Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
? Other: (explain, if not covered above):
Provide acreage estimates for non-jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
? Non-wetland waters (i.e., rivers, streams): linear feet width (ft).
Lakes/ponds: acres.
? Other non-wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
Provide acreage estimates for non-jurisdictional waters in the review area that do not mect 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):
® daps, plans, plots or plat submitted by or on behalf of the applicandconsuitant:
® 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: 1:24,000, KANNAPOLIS.
USDA Natural Resources Conservation Service Soil Survey. Citation: SOIL SURVEY OF CABARRUS COUNTY, NC,
SEPTEMBER 1988, SHEET l .
0 National wetlands inventory map(s). Cite name: KANNL APOLIS.
? State/Local wetland inventory map(s):
® FEMAIFIRNI maps: NiAP # 37025C0075D, PANEL 75 of 180, Nov 2, 1994.
100-year Floodplain Elevation is: 617 to 618 (National Geodectic Vertical Datum of 1929)
Photographs: ® Aerial (Name & Date): 2005,
or ? Other (Name & Date):
? Previous determination(s). File no. and date of response letter:
El Applicable/supporting case law:
? Applicable/supporting scientific literature:
Other information (please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: Project: G?u , . { ; 1 r Latitude: -:; ?}
Evaluator: J J 1 s r Site: 5?P::-1= Longitude Q o : o
. 72_-', S,
:
.
Total Points:
Stream is at least intermittent
County: Other
e.g. Quad Name: i-?a
if a 19 or erennial if ? 30
c^ r
A. Geomorphology (Subtotal
Absent
Weak
Moderate
Strong
1a. Continuous bed and bank 0 1 2 3 }
2. Sinuosity 0 1 "? 3
3. In-channel structure: riffle-pool sequence 0 1 e 3
4. Soil texture or stream substrate sorting 0 1 3
5. Active/relic floodplain 0 1 3
6. Depositional bars or benches 0 1 2 r` 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 2 '3
9 a Natural levees 0 L1 2 3
10. Headcuts 0 1 2 3
11. Grade controls 0 1 1.5
12. Natural valley or drainageway 0 0.5 1 1.5
13. Second or greater order channel on existing
USGS or MRCS map or other documented
evidence.
No = 0
'Yes =-:3)
`- J
a Man-made ditches are not rated; see discussions in manual
it 4dvrlrnlnnv lRiihtnta{ = _. }
14. Groundwater How/discharge 0 1 2 3 .
15. Water in channel and > 48 hrs since rain, or
Water in channel -- d or roWn season 0 1 2 3
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants or debris 0 0.5 1
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes = 1.5
l'` L2inlnn?r lCnhtrttal . ? •? } ? 2C P. Fibrous roots in channel 3 2 1 0

216. Rooted plants in channel 3 2 1 0
22. Crayfish 0 0.5 1?i1 1.5
23. Bivalves 0 1 2 3
24. Fish 0 0.5 1 1.5
25. Amphibians 0 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0 1 1.5
27. Filamentous algae; periphyton 0 .' 1 2 3
28. Iron oxidizing bacteria/fungus. 0 ` 0.5_ 1 _1.5
29". Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV = 2.0; Other = 0
-items 20 and 21 focus on the presence of upiana plants, Item za focuses on the presence at aquauc u, MAIMLu pia165.
Sketch:
Notes: (use back side of this form for additional notes.)
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: JtA Project: Latitude:
72
Evaluator: J6 Z+?,A 7-.a .. Site:; Longitude:.
Points-
Total Points: Other
Stream is at least intermittent` Jam, County-, ;'.3 .,
L e.g. Quad Name: t'. 9 5
if a 19 or perennial if a 3o
A. Geomorphology (Subtotal= l ) Absent Weak Moderate Strong
la. Continuous bed and bank 0 1
2_
3
?
2. Sinuosity 0 1 2. _:' 3
3. In-channel structure: riffle-pool sequence 0 1 2-1 3
4. Soil texture or stream substrate sorting 0 1 `2 3
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches 0 1 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 2 3
9a Natural levees 0 1 2 3
10. Headcuts 0 1 2 3
11. Grade controls 0 0.5 1.5
12. Natural valley or drainageway 0 0.5 1 r 1.5
13. Second or greater order channel on existing
USGS or MRCS map or other documented

evidence.
No = 0

?
Yes=3
Man-made ditches are not rated; see discussions in manual
B. Hvdroloov (Subtotal= I I ) I "
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel - d or growing season
0
1
2 ?"•
3-_
16. LeaHitter 1.5 '1,• 0,5 0
17. Sediment on plants or debris 0 0.5 1 T5_)
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 _ 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes = 1.5
C. Bioloov (Subtotal = a a ) r -'
20e. Fibrous roots in channel / 3. 2 1 0
21 . Rooted plants in channel 3 2 1 0
22. Crayfish 0 0.5 1 1.5
23. Bivalves 0 ; 1 2 3
24. Fish 0 0.5 1 ` 1.5
25. Amphibians 0 0 -1 1.5
26. Maerobenthos. (note diversity and abundance) 0 1 1.5
27. Filamentous algae; periphyton 0 2 3
28. Iron oxidizing bacterialfungus. 0 X0.5 1 w 1 5
29 °. Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV W 2.0. Other = 0 r}
- Items 20 and 21 focus on the presence of upfano plants, item za focuses on [ne presence or aquatic or weuaria pianos.
Sketch:
Notes: (use back side of this form for additional notes.)
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: Z _J? 1,"} " Project: Latitude: 7j .
Evaluator: J©?rP'.S °j ri Site: STYE t°? "` ° ` ` Longitude: J, si
Total Points: Other
Stream is at least intermittent County:
?_r3
rf? 79 or erennial if? 30 e.g. Quad Name:
_1 a
A. Geomorphology (Subtotal = } Absent Weak Moderate Strong
1a. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 1 2---,' 3
5. Active/relic floodplain l0 _, 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 1 2 3
8. Recent alluvial deposits 0 1 2 3
9 a natural levees 0 1 2 3
10. Headcuts 0 1 9- 1 3
11. Grade controls 0 0.5 1 1.5
12. Natural valley or drainageway 0 0.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No D-O
Yes =3
Man-made ditches are not rated; see discussions in manual
B. Hvdroloov (Subtotal = 3,5
14. Groundwater flowidischarge 0 1 2 3
15. Water in channel and n 48 hrs since rain, or
Water in channel -- d or growing season 0) 1 2 3
16. Leaflitter 1.5 1 i 0.5 0
17. Sediment on plants or debris 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 /Yes =1.5
C Rintnnvr (Srihtntal = ?p 1 J
20b. Fibrous roots in channel 3 1 0
21e. Rooted plants in channel 3 2 1 0
22. Crayfish 0 0.5 =1 1.5
23. Bivalves ,`0 1 2 3
24. Fish 0.5 1 1.5
25. Amphibians 0 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) ` 0 0.5 1 1.5
27. Filamentous algae; periphyton 0 ,.. 1 2 3
28. Iron oxidizing bacterWfungus. 0 0.5 1 1.5
29 . Wetland plants in streambed FAC = 0.5 FACW = 0.75; OBL = 1.5 SAV = 2.0; Other = 0
Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)

7 '?

North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: of Project: OUAI v li 7 Latitude:
Evaluator. Site:STi tr F Z -° , Longitude: ?-
Total Points:
Other
Stream is at least intermittent County: ? >: _) ; ;" !
if _ 19 or erennialif?: 30 J e.g. Quad Name. i

A. Geomorphology (Subtotal =_ L--) Absent Weak Moderate Strong
1a. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence '_0 1 2 3
4. Soil texture or stream substrate sorting ' 0 1 2 3
5. Activeirelic floodplain !0 , 1 2 3
6. Depositional bars or benches 1 2 3
T Braided channel 0 1 2 3
8. Recent alluvial deposits 0_ 1 2 3
9a Natural levees 0 1 2 3
10. Headcuts 2 3
11 _ Grade controls 'l0 0.5 1 1.5
12. Natural valley or drainageway 0 0.5 1 '- 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No = 0
-
Yes = 3
Man-made ditches are not rated; see discussions in manual
R WwArnlnnv tRi ih+n+al = 16 ] l
14. Groundwater flow/discharge 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel - d or rowin season Q 2 3
16. Leaflitter 1.5 1 0.5 0 .i
17. Sediment on plants or debris 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 r 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes_?1.5 ,
r R[n[nnv /Ci ih+n4al ? ?.? ? _..
20". Fibrous roots in channel 3 2 1 0
21°. (tooted plants in channel 3 2 1 0.?..
22. Crayfish 0 0.5 1 1.5
23. Bivalves 1 2 3
24. Fish 0.5 1 1.5
25. Amphibians 0) 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0.5 1 1.5
27. Filamentous algae; periphyton ¢ 1 2 3
28. Iron oxidizing bacteria/fungus. 0.5 1 1.5
29'. Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBI = 1.5 SAV = 2.0; ",Other = 0 '
" Items 20 and 21 focus on the presence of upland plants, Item Z9 rocuses on the presence or aquatic or weuana piants.
Sketch:
Notes: (use back side of this form for additional notes.)
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: (F L'j Project: Latitude: -::'.r
Evaluator: L E Site: Longitude: P,o,
Total Points: Other
Stream is at least intermittent ; 7 County: e.g. Quad Name:? ? w
if ?: 19 or perennial if ? 30

A. Geomorphology (Subtotal= Absent Weak Moderate Strong
1a. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 1 2
5. Active/relicfloodplain 0 1 !2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 1 2 3
8. Recent alluvial deposits 0 1 2 3
9 a Natural levees ,' 0 1 2 3
10. Headcuts 0 2 3
11. Grade controls 0 0.5 1 1.5
12. Natural valley or drainageway 0 0.5 1
13. Second or greater order channel on existin
USGS or MRCS map or other documented
evidence.
fdo = 0
Yes = 3
a Man-made ditches are not rated; see discussions in manual
l
R I-I?rrlrnlnnv fC??h}n4al = ? ? -v r ` ?
14. Groundwater flowidischs 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel - d or growing season 0
LJ 3
16. Leaflitter 1.5 _]. 0.5 0
17. Sediment on plants or debris 0 C13 5 1 1.5
16. organic debris lines or piles (Wrack lines) 0 0.5 - ; D__ 1,5
19. Hydric soils (redoximorphic features) present? No = 0 Yes = 1.5J

-.7J
20e. Fibrous roots in channel
3
2
1
0
21°. Rooted plants in channel 3 2 1 0
22. Crayfish 0 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish 0 0.5 1 1,5
25. Amphibians 0 0.5 ---1 `.-
------------ - 1.5
26. Macrobenthos (note diversity and abundance) 0 i 0.5 1 1.5
27. Filamentous algae; periphyton 1 2 3
28. Iron oxidizing bacteria/fungus. M 0.5 1 1 5-.
29°. Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV =.2.0; Other = 0 \
"items 20 and z1 tocus on the presence or uprano prams, rlem Lm 1U[;UZjt:5 Url UW Ni UbWl tW U1 a14uat U Ui vrauai iu Nial Iko.
Sketch:
Notes: (use back side of this form for additional notes.)
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: 2¢ Project: Latitude:
-Z ;25
Evaluator: j j -; -1, <: 'r - Site: Longitude: v_ T r?. ^
Total Points: Other
Stream is at least intermittent Z County: r r Il.?ry ?' i e.g. Quad Name: I /' - 'Wit'
if >_ 19 or perennial if z 30

A. Geomorphology (Subtotal Absent Weak Moderate Strg_ng
1a. Continuous bed and bank 0 1 2
)
(_3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 JD_ 2 3
4. Soil texture or stream substrate sorting 0 1 2
5. Activelrelic floodpiain 0 1 2 3
6. Depositional bars or benches 0 1 2 3?
7. Braided channel 0 1 3
8. Recent alluvial deposits 0 1 2 3
9 a Natural levees 0 1 2 3
10. Headcuts __O) 1 2 3
11. Grade controls 0 0.5 1.5
12. Natural valley or drainageway 0 0.5 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence. -"-??
No = 0 i
Yes = 3
Man-made ditches are not rated; see discussions in manual
B. Hvdroloqv (Subtotal = ) V-
14. Groundwater flow/discharge 0 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- d or growing season 0 ? 1 2 3
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants or debris 0 0.5 1-., 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 , 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes = 1.5
G. Bioloav (Subtotal = CPS 1 _a
20 . Fibrous roots in channel 3 2 1 0
21 . Rooted plants in channel 3 2 1 0
22. Crayfish 0.5 1 1.5
23. Bivalves " 0 1 2 3
24. Fish 0.5 1 1.5
25. Amphibians "W-0- 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) O E 0.5 1 1.5
27. Filamentous algae; periphyton 0. ? 1 2 3
28. Iron oxidizing bacterialfungus. 6 .- 0.5 1 1.5
29 D. Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV = 2.0; Other = 0
Items 20 and 21 focus on the presence of upland plants, item 297OM9-es on the presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: GG%" J , (' Project: I" C y. I Latitude: -
Evaluator; J ; i f 1 y _ Site: ` - ` Longitude:
Total Points: Other
Stream is at feast intermittent ?7. County: I .1 (I e. g. Quad Name: i? ?; `' •11
if 2 19 or erennial if 2 30 r
z, - ;i
A. Geomorphology (Subtotal = ) Absent Weak Moderate Strong
1a. Continuous bed and bank 0 1 2
_ 3 fJ
2. Sinuosity _ 0 2 3
3. In-channel structure: riffle-pool sequence 0 1 . 2 3
_
4. Soil texture or stream substrate sorting S)_ 1 2 3
5. Active/relic floodplain 0 . ' 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0,? 1 2 3
9a Natural levees 01 1 2 3
10. Headcuts 1 2 3
11. Grade controls 0 0.5 1 1.5
12. Natural valley or drainageway 0 .0.5 1 1.5 _ i
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence. `
No.= Q.. '
Yes = 3 i
_--
a Man-made ditches are not rated; see discussions in manual
o u,..4p.J.,ro.. !C,.h+M+ 1 1
14. Groundwater flow/discharge 0 :1 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel - d or rowin season
L 0 `i
1
2
3
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants or debris 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 r0.5
u 1 1.5
19. Hydric soils (redoximorphic features) present? No= 0 `Yes = 1.a
Jlrltiit)
R - y
20b. Fibrous roots in channel 3 2 1 0
21 . Rooted plants in channel !3 2 1 0
22. Crayfish 0.5 1 1.5
23. Bivalves 1 2 3
24. Fish 0.5 1 1.5
25. Amphibians Q -' 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0.5 1 1.5
27. Filamentous algae; periphyton 0 1 2 3
28. Iron oxidizing bacteriatfungus. 0. _. - 0;5 1 1.5
29 b. Wetland plants in streambed FAC = 0.5; FACW = 0.75' OBL = 1.5 SAV = 2.0; Other = 0
" Items 20 and 21 focus on the presence at uplana plants, item ;dU rOcuses on the presence ul aquaria yr WCUdI lU Vlct[ 15.
Sketch:
Notes: (use back side of this form for additional notes.)

North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: 7,f Project: Latitude:
Evaluator: J4J44? ,., T Site: _ Longitude:
Total Points: Other I?
Stream is at least intermittent iL County. ? -y rj, e.g. Quad Name:
if _ 19 or perennial if>_ 30 `

A. Geomorphology (Subtotal = ) Absent Weak Moderate Str ng
1a. Continuous bed and bank 0 1 2 r. 3
2. Sinuosity _0 _. 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 1_ 2 3
5. Activeirelic floodpiain 0 1 2 3
6. Depositional bars or benches 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 2 3
9a Natural levees 0 1 2 3
10. Headcuts 0 1 2 3
11. Grade controls 0 0.5 1
12. Natural valley or drainageway 0 0.6.E 1 1.5
13. Second or greater order channel on existinct
USGS or MRCS map or other documented
evidence. -?.
'No = 0
-
Yes = 3
° Man-made ditches are not rated; see discussions in manual
R Hvelrninav iSuhtntal = 1
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -? d or growing season 1 2 3
16. Leaflitter 1.5 ! 1 ,• 0.5 0
17. Sediment on plants or debris 0 0.5 "A 1.5
18. Organic debris lines or piles (Wrack lines) 0 __ _ 0.5 1.5
19. Hydric soils (redoximorphic features) present? ! No = 0 Yes = 1.5
t:- Rinlnav (Suhtntal
20 . Fibrous roots in channel 3 2 1 0
21e. Rooted plants in channel 3 2 1. 0
22. Crayfish __C) 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish D ] 0.5 1 1.5
25. Amphibians 0 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0-.-. 0.5 1 1.5
27. Filamentous algae; periphyton 0 1 2 3
28. Iron oxidizing bacteria/fungus. 4..:.- 5 1 1.5
29 . Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV = 2.0; Other = 0
" Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)
> I I
North Carolina Division of Water Quality -- Stream Identification Form; Version 3.1
Date: I Project: r L.I' Latitude:
Evaluator: Site: Longitude: 0, T
Total Points: Other
Stream is at least intermittent I County:
if? 19 or perennial if? 30 e.9 Quad Name: -,
?°
A. Geomorphology `t
(Subtotal= )
Absent
Weak
Moderate
Strong
1a. Continuous bed and bank 0 1 2
2. Sinuosity ! 1 2 3
3. In-channel structure: riffle-pool sequence 2 3
4. Soil texture or stream substrate sorting 0. ` 1 2 3
5. Active/relic floodplain `0 1 2 3
6. Depositional bars or benches 0 1 2 3 _
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 2 3
9 a Natural levees 0 1 2 3
10. Headcuts `_0 i 1 2
11. Grade controls 0 0.5 1
12. Natural valley or drainageway 0 , 0.5 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No = 0
Yes = 3
Man-made ditches are not rated; see discussions in manual
B. Hvdrologv (Subtotal = )
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- d or rowin season 2 3
16. Leaflitter 1.5, 1 0.5 0
17. Sediment on plants or debris 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 _ 14) 1 1.5
19. Hydric soils (redoximorphic features) present? 'No = 0 a Yes = 1.5
C. Biolow (Subtotal = } Lo
20e, Fibrous roots in channel 3 2 1 0
21°. Rooted plants in channel 3 2 1 0
22. Crayfish 0 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish 0 0.5 1 1.5
25. Amphibians 0 ..; 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) `0 . 0.5 1 1.5
27. Filamentous algae; periphyton 1 2 3
28. Iron oxidizing bacteria/fungus. 0 0.5 1 1.5
29 . Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV = 2,0; Other = 0"
" Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)
QUAIL HAVEN
Utility Service Extension
Stream Crossing Photos
30 May 2008

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Crossing 2. UT to Rocky River, looking up stream. Top of Bark width = 12 ft, Toe width =9 ft.
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Crossing 4. UT to Rocky River, looking up stream. Top of Bank width = 9 ft, `Coe width 3 ft.
-
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Crossing 5. UT to Rocky Riker. looking up stream. Vegetated ditch.
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Crossing 5. UT to Rocky Riker. looking up stream. Vegetated ditch.

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Crossing 7e UT to Rocky River, looking up stream. Top of Bank width = 6 ft, Toe width = 2 ft.
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Looking at Crossing 4 8.
BIOLOGICAL SURVEY
T & E REPORT
HABITAT
ASSESSMENT
RESTORATION
PROGRAM, INC.
AND
ftll
9305-D Monroe Road
Charlotte, NC 28270
Office: 704-841-2841
Fax: [phone]
email: [e-mail]
www.habitatassessment.com
Employee Owned
Biological Analysis of the Proposed Sewer Line
for the Quail Haven Subdivision - Cabarrus County, NC
A new subdivision has been planned for a tract of land northeast of the junction of Poplar
Tent Road and Odell School Road, immediately north of two existing subdivisions,
Poplar Trails and Poplar Woods. An unnamed tributary to Rocky River drains from the
northeast to the southwest and provides the primary right-of-way for the sewer. In
addition, two pump stations in the Poplar Woods subdivision will be abandoned through
lateral connections to the main ROW paralleling the unnamed tributary.
The field work for the endangered and threatened species for the sewer line ROW was
performed on November 14 and 19, 2007. Data for the Kannapolis USGS quad were
downloaded from the NC Natural Heritage Program to determine the communities and
species of concern for the project area. The printout is attached to this report.
The main sewer ROW connects to the Rocky River main interceptor on the southwest
side of the river in a pasture. From the Rocky River to Scalybark Trail the ROW passes
through a bottomiand forest. The dominant trees are Sycamore (Platanus occidentalis)
26 in. diameter breast height (dbh), Sweetgum (Liquidambar styraciflua) 18 in. dbh,
Green ash (Fraxinus pennsylvanica) 18 in. dbh, River birch (Betula nigra) 12 in. dbh,
Red maple (Ater rubrum) 12 in. dbh, with Box elder (Ater negundo) 19 in. dbh, Bitternut
hickory (Carya cordiformis) 8 in. dbh, Black walnut (Juglans nigra) 8 in. dbh, Ironwood
(Carpinus caroliniana) 8 in. dbh, Privet (Ligustrum sinense) and Giant cane (Arundinaria
gigantea) along the river bank. Scattered throughout the Roodplain are Blackberry
(Rubus spp.) and Wood reed grass (Cinna arundinacea).
Bayberry Trail Lateral
A lateral line begins north of Bayberry Trail in an abandoned field, part of the new
development, overgrown with Shortleaf pine (Pinus echinata) and Red cedar (Juniperus
virginiana) saplings. The ROW passes south through a woodland Swale dominated by
Sycamore 19 in. dbh, Red maple 16 in. dbh, Green ash 15 in. dbh, Box elder saplings and
Possum haw (flex decidua). The ROW continues down a ditch between the lawns of two
homes on Bayberry Trail. The ditch is lined with Sycamore 25 in. dbh, Willow oak
(Quercus phellos) 19 in. dbh, and Winged elm (Umus alata) 16 in. dbh. Meeting
Bayberry Trail, the ROW follows the road right-of-way southwest to the junction with
Scalybark Trail where it crosses Scalybark to the west side and joins the main connector
to the Rocky River sewer line, just southeast of the junction of Scalybark Trail and
Chinaberry Lane.
HABITAT ANALYSIS • ENDANGERED PLANT STUDIES • STREAM RESTORATION • WETLAND MITIGATION e MONITORING
Main Interceptor - Northern-Most Part of the Project to the Scalybark Trail Connector
The main interceptor begins in a forest in the proposed subdivision, in a bottomland
swale. The trees are Sweetgum 19 in. dbh, Green ash 17 in. dbh, and American elm (U.
americana) 10 in. dbh. The ROW crosses into an open pasture, along the west side of a
drainage that eventually becomes an unnamed tributary to Rocky River. The ROW
crosses the ditch to the east side and continues through an open forest dominated by
Southern red oak (Q. falcata) 24 in. dbh, Sweetgum 20 in. dbh, Yellow poplar
(Liriodendron tulipifera) 16 in. dbh, Red cedar 16 in. dbh, Red maple 14 in. dbh, White
oak (Q. alba) 14 in. dbh, Willow oak 13 in. dbh, Mockemut hickory (Carya alba) 12 in.
dbh, with scattered Spring Silverberry (Elaeagnus umbellate).
The ROW continues through an open floodplain forest of fairly large trees, dominated by
Yellow poplar 25 in. dbh, Red maple 23 in. dbh, Sycamore 21 in. dbh, Sweetgum 19 in.
dbh, Black cherry (Prunus serotina) and Red oak (Q. rubra) 5 in. dbh. The ROW crosses
to the west side of the stream through a similar floodplain forest of Sweetgum 23 in. dbh,
Yellow poplar 20 in. dbh, Red maple 19 in. dbh, with an understory of Pawpaw (Asimina
triloba). Continuing along this west side of the unnamed tributary, the ROW passes
through the toe of a slope dominated by White oak 31 in. dbh, Red maple 16 in. dbh,
Beech (Fagus grandifolia) 14 in. dbh, Yellow poplar 13 in. dbh, Mockernut hickory 12
in. dbh, , crosses an old farm road above a culvert in the tributary and drops into the
floodplain of open, large trees consisting of Red maple 24 in. dbh, Sweet-urn. 24 in. dbh,
Yellow poplar 22 in. dbh, American elm 11 in. dbh over Dogwood (Corpus florida).
The ROW then passes along the toe of a slope, with mostly upland species including
Southern red oak 19 in. dbh, Sweetgum 18 in. dbh, Shortleaf pine 15 in. dbh, Mockernut
hickory 15 in. dbh, and Yellow poplar 6 in. dbh. Pawpaw is the dominant shrub.
The ROW then drops down to the floodplain, along the west side of the tributary, with a
group of large trees over a dense Privet understory. The large trees consist of Yellow
poplar, 40, 39 and 27 in. dbh, Pecan (Carya illinoensis) 24 in, dbh, Green ash 23 in. dbh,
Persimmon (Diospyros virginiana) 15 in. dbh, Black walnut 12 in. dbh, Black willow
(Salix nigra) 12 in. dbh, and Sugarberry (Celtis laevigata) 9 in. dbh.
This same floodplain forest extends to Scalybark Trail, although with smaller trees.
Privet dominates the understroy. The trees are Sweetgum 26 in. dbh, Sycamore 25 in.
dbh, Red maple 23 in. dbh, Box elder 19 in. dbh, Black walnut 14 in. dbh, American elm
10 in. dbh, with saplings of Black cherry.
Crossing Scalybark Trail, the ROW crosses through a lowland lot, overgrown with
Japanese honeysuckle (Lonicera japonica), Blackberry (Rubes spp.) and Greenbrier
(Smiler spp.) with Black willow 10 in. dbh and Winged elm 8 in. dbh. Behind a home is
a bottomland forest of River birch (Betula nigra) 23 in. dbh, Sycamore 17 in. dbh,
Sweetgum 15 in. dbh, American elm 15 in. dbh, Red maple 10 in. dbh, with sapling Red
mulberry (1116rus rubra) and Box elder. Shrubs include Silky dogwood (Corpus
2
amomum), Elderberry (Sambucus canadensis), and Greenbrier. The bottornland forest
continues and the ROW passes along a mowed berm beside the tributary, passing through
a clump of Black willow 4 in. dbh and crossing a small wetland drainage.
The ROW turns southwest crossing the Power line ROW through mowed lawns and
vegetable gardens and turns west paralleling the southern boundary of the Power line
ROW. This boundary is a scrub forest tree line dominated by Red maple 12 in. dbh,
Sweetgum 10 in. dbh, Yellow poplar 9 in. dbh, Black cherry 7 in, dbh, Winged elm in.
dbh, White oak 4 in. dbh, Southern red oak 4 in. dbh, and Dogwood 4 in. dbh.
The ROW then crosses the Power line ROW to the north passing through a mowed, scrub
forest under the Power tine and outside into a managed area. This scrub forest consists of
Sweetgum 2 in. dbh, with seedlings of Red maple and Winged elm, mixed with
Blackberry. Continuing north, behind homes, the ROW passes through a Loblolly pine
(P. taeda) 23 in. dbh plantation, with Sweetgum 36 in. dbh, American elm 12 in. dbh,
Red maple 10 in. dbh, Willow oak 8 in. dbh, vlockernut hickory 8 in. dbh, and Red
mulberry 7 in. dbh. This forest extends to Scalybark Trail, where the ROW continues
along the maintained road right-of-way to join the connector to the Rocky River
interceptor. The ROW will be seven ft. off the edge of pavement in a maintained area.
Two pump stations will be abandoned, with the installation of new lateral interceptors
tying to the large interceptor paralleling the unnamed tributary.
Putnp Station/Interceptor I begins behind homes on Bampton Dr. in the Poplar Woods
subdivision. The ROW exits the pump station into a small woodland, passing between
two homes to Blackberry Trail. The woodland consists of Yellow poplar 15 in. dbh,
Black cherry 13 in. dbh, and sapling blockernut hickories. The ROW then passes down
the road right-of-way ofBlackberry Trail and cuts north through forested lawns along the
slope above a very small tributary, down into the floodplain at Cottonwood Dr. The
vegetation along the slope is mature trees, which include Yellow poplar 29 in. dbh, River
birch 18 in. dbh, Shortleaf pine 17 in. dbh, Sycamore 16 in. dbh, and Sweet pignut
hickory (C. ovalis) 15 in. dbh. The Sweet pignut hickory is the primary species in the
woodland. Crossing Cottonwood Dr., the ROW passes down the west side of a drain
under the street and is cited along on the slope on the west side. The dominant trees are
Sweetgum 28 in. dbh, River birch 12 in. dbh, Shortleaf pine l0 in. dbh, Yellow poplar 10
in. dbh, and Sugarberry 9 in. dbh with a fairly dense understory of Privet. The sewer
ROW then crosses the Powerline ROW, through a dense growth of Kudzu (Pueraria
montana) and into a woodland toward the main interceptor. After the Powerline ROW,
the ROW is on the slope of the hill, dominated by Sweetgum 27 in. dbh, Shortleaf pine
17 in. dbh, with Red Mulberry saplings. There is a high density of Cross-vine (Bignonia
capreolata) ground cover. Continuing down slope, the ROW enters the floodplain
dominated by Sycamore 29 in. dbh over Pawpaw, Ironwood, Red mulberry, and Giant
cane along the edge of the tributary. It crosses the tributary and ties into the main
interceptor.
Pump Station; Interceptor 2 begins beside 497 Poplar Woods Drive and passes northeast
along the side of a previously- timbered slope. Some of thz trees were not cut and have
become dominant, while the majority are saplings. The larger trees include Waite oak 21
in. dbh,lvlockernut hickory 14 in. dbh, and Pignut hickory 11 in. dbh. Sapling species
include Black cherry, Red maple, Southern red oak, White oak, Yellow poplar and
Dogwood. The ROW turns northwest to cross a wetland/tributary complex then proceeds
up the slope through a forest of White oak 16 in. dbh, Red maple 12 in. dbh, Yellow
poplar 11 in. dbh, and Sweet pignut hickory 11 in. dbh. The ROW goes down slope into
the floodplain of the tributary previously crossed, through a young forest with scattered
larger trees of Yellow poplar 19 in. dbh, Red cedar 18 in. dbh, Red maple 12 in. dbh,
Black cherry 9 in. dbh, Beech 7 in. dbh, Red oak 6 in. dbh, and Dogwood. This forest
extends to the Power line ROW, with a dense growth of Kudzu and weedy species.
Crossing the Power line, the ROW passes into a mostly Siveetgum forest 20 in. dbh, with
a few scattered Yellow poplar 26 in, dbh, Sycamore 1 in. dbh, Black cherry 8 in. dbh
and down to the floodplain of the main tributary/interceptor. The floodplain is open, with
a few trees of Box elder 6 in. dbh and American elm in. dbh. The ROW crosses the
tributary and ties into the main interceptor.
The list of communities and species of concern for the Kannapolis USGS quad from the
NC Natural Heritage Program includes the following:
Colonial Wading Bird Colony - There are no large, impounded wetlands on this project
site. The colony noted occurs on Clarke Creek and the Rocky River.
Basic oak-hickory forest - The forests do not fit the combination of species for this type
of forest, although there are oaks and hickories present.
The Piedmont/Niountain Semipermanent Impoundment was present nearby as two beaver
ponds. The beaver have been removed and the dams opened. However, the proposed
project does not impact the area of the beaver ponds. Existing impoundments occur on
Clarke Creek and Rocky River.
Desmodium sessilifolium (Sessile Tick-trefoil) is a historic record, not having been seen
in 20 years.
Lotus helleri (Carolina Birdfoot-trefoil) is a current occurrence in this quad, being a
species of disturbed, open habitats. The primary area for this species is under the power
line right-of-way. It was not observed here or anywhere else along the proposed ROW.
Pseudognaphalium helleri (Heller's Rabbit-tobacco) is a current record for this quad. A
species of Pseudognaphalium was found, but not the P. helleri.
Silphium perfoliatum (Northern Cup-plant) is a current record for this quad. This species
occurs in wooded floodplains (alluvial woods, but also marshes and low meadows).
Some of the site seemed likely habitat, but it was not observed during the field
investigation.
4
Crotalus horridus (Timber Rattlesnake) is a current record for this quad. It was found
west of Poplar Tent Road in a rocky habitat, near the undisturbed woodlands north of
Huntersville-Concord Road at ,McAuley Road. This habitat was not present in the project
area.
Etheostoma collis (Carolina Darter-Central Piedmont Population) is a current record for
this quad. None of the streams in the project area can support this species, except for the
Rocky River, where it will likely occur. However, the impact of the river crossing will
be minimal and the species will reoccupy any disturbed habitat after completion of the
crossing.
Lanius ludovicianus (Loggerhead Shrike) is a current record for this quad. Its habitat is
open fields with scattered trees. ,Most openings in the project are treeless and the
remainder of the forested habitat is not open.
Based on the findings during the examination of the various parts of the proposed ROW
for the sewer line to serve the Quail Haven development, there are no recommendations
regarding communities or species of concern.
2 es . ,Matthew ,Ph.D.
NC NHP Quad Search
Page 1 of 1
NC NHP Quad Search Results
New Search
Returned Elements: 10 using: }(ANNAPOLIS
[Animal Assemblage 1] [Natural Community 2] [Vascular Plant 41 [Vertebrate Animal 3]
Major State
Scientific Name Common Name
Gr Federal State Global
quad - Status Mao -
ouo
Status Status Rank Rank Habitat
Animal Colonial Wading Bird
Assemblage Colony None None None S3 GNR Kannapolis-Current Link
Natural Basic oak--hickory forest None None
Community None S3 G4 Kannapolis-Current Link
Natural Piedmont/mountain
Community semipermanent None None None S4 G5 Kannapolis-Current Link
impoundment
Vascular
Plant Desmodium sessilifolium Sessile Tick-trefoil SR-P
None
SH
G5
Kannapolis-Historic
Link
Vascular Lotus helleri trefoil Carolina Birdfoot
Plant SR-T
FSC
S3
G3
Kannapolis-Current
Link
Vascular Pseudognaphalium helleri Heller's Rabbit- SR-P
Plant Tobacco None S3 G3G4 Kannapolis-Current Link
Vascular
Plant Silphium perfoliaturn Northern Cup-plant SR-P
None
S1
G5
Kannapolis-Current
Link
Vertebrate Crotalus horridus Timber Rattlesnake SC
Animal None S3 G4 Kannapolis-Current Link
Vertebrate Carolina Darter -
Animal Etheostoma collis pop. i Central Piedmont SC FSC S3 G3T3Q Kannapolis-Current Link
Population
Vertebrate Lanius ludovicianus Loggerhead Shrike SC
Animal None 33B,S3N G4 Kannapolis-Current Link
NC NHP database updated on: Monday, July 2nd, 2007.
Search performed on Tuesday, 13 November 2007 @ 10:36:07 EST
Explanation of Codes
http:// 149.168.1.196/nhp/quad.php 1.1113/2007
SOILS
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Hydric Soil Indicators:
_ Histosol _ Concretions
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Aquic Moisture Regime _ Listed on Local Hydric Soils List
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Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
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WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle) (Circle)
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Remarks: r
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WETLAND DETERMINATION
Hydrophytic Vegetation Present? YeNo (Circle) (Circle)
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