20081126 Ver 1_401 Application_20080708

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0 8- 1 1 2 6
Orchard Trace rPAkYM"'Tl
I E C E;
Subdivision
Huntersville, Mecklenburg County
North Carolina
Joint Application Form and Supporting Documentation for
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION
TO CORPS OF ENGINEERS AND NCDENR
Prepared For
Mr. Jake Palillo
Orchard Trace, LLC
19520 W. Catawba Ave. Suite 313
Cornelius, NC 28031
Prepared By:
Leonard S. Rindner, PWS
Environmental Planning Consultant
3714 Spokeshave Lane
Matthews, NC 28105
[phone]
July 13, 2008
Ua r4
JUL. 2 1. 2008
DENR - WATER QUAD CY
WETLANDS AND SIORWNATER BRANCH
Page 1 of 10
Office Use Only: Form Version March 05
USAGE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or -N/A".)
1. Processing
Check all of the approval(s) requested for this project:
X Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit #29
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: See Attached Approval Letter
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
V N 1?? N P 1. Owner/Applicant Information `°'
Mr. Jake Palillo JUIL ? 1. 2008
Orchard Trace, LLC
19520 W. Catawba Ave. Suite 313 DENR - WAI ER UUAU tY
Cornelius, NC 28031 WETLANDS AND STORMINATER BRANCH
Telephone Number: Fax Number:
E-mail Address:
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: Leonard S. Rindner, PWS
Company Affiliation: Leonard S. Rindner, PLLC
Mailing Address: Wetlands and Environmental Planning Group
3714 Spokeshave Lane
Matthews NC 28105
Telephone Number: 704 904 2277 Fax Number: 704 847 0185
E-mail Address: len.rindner.pws@g)mail.com
Page 2 of 10
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Orchard Trace
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Mecklenburg Nearest Town: Huntersville
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.):
5. 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): 35.4645°N 80.8228 °W
6. Property size (acres): 62.4 Acres
7. Name of nearest receiving body of water: UT of South Prong Roc River
8. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Former agricultural; developing residential subdivisions.
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project is a low density single family development. A connector road is required
from Maye Road/Barnhardt Road to connect to Bailey Road. Heavy construction equipment
will be utilized.
Page 3 of 10

11. Explain the purpose of the proposed work: road crossing to access lots and required
connectivity to existing road.
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. A wetland and stream delineation and utilized to develop site plan and
utilized to layout subdivision and road alignment to limit impacts to the extent feasible.
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.
Additional permit requests are not expected If additional impacts are required a PCN will be
submitted as required
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation pap, 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.
1. Provide a written description of the proposed impacts: Impacts to required road
crossings and a small impact to a minor intermittent channel to develop the site.
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.
Page 4 of 10
6

Wetland Impact

Site Number
(indicate on map)

ype of Impact T e of Wetland
yp

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within

100-year
Floodplar
(yes/no) Distance to

Nearest
Stream
(linear feet) Area of

Impact
(acres)
1 NWT #29 PSSIA- scrub shrub +/- 200' .035 ac
(linear wetland/int. stream)

Total Wetland Impact (acres) - less than 1/10"' acre 0.46 ac
3. List the total acreage (estimated) of all existing wetlands on the property: Approx. 0.30 acres
of streams and wetlands overall
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on map)
Stream Name
Type of Impact
Perennial t?
Intermittent. Average
Stream Width
Before Impact Impact
Length
linear feet
( ) Area of
Impact
(acres)
1 UT of S. Prong NWP #29 Perennial 81-10, 122 .03
2 UT of S. Prong NWP #29 Imp. Int. 4'-5' 177 .03

Total Stream Impact (by length and acreage) 299 .06
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill -vonvntinn rlrarlaina flnndina drninnue_ bulkheads- etc.
Open Water Impact
Site Number
(indicate on map) Name of Waterbody
(if applicable) _
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)

Total Open Water Impact (acres)
Page 5 of 10
f
6. List the cumulative impact to all Waters of the U.S. resulting from the roject:
Stream Impact (acres): 0.06 ac
Wetland Impact (acres): 0.04 ac.
Open Water Impact (acres): 0.00 ac.
Total Impact to Waters of the U.S. (acres) 0.10 ac.
Total Stream Impact (linear feet): 300 If
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes X 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 USAGE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands - ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):_
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Impacts are limited to a required connection road from Maye Road - Barnhardt Road to Bailey
Road and a minor impact to a linear wetland/stream feature to develop the site. The remaining
streams and wetlands will be preserved in common open space or along parcel and property
lines.
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
Page 6 of 10

freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strm€),ide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The remaining streams and wetlands are preserved in natural common open space areas.
Impacts are limited to road crossings and a minor wetland impact.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http:Uh2o 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): 3001f
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 7 of 10
Y
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No X
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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .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 V Yes ? No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone 2 extends an
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.
Page 8 of 10
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of
additional 20 feet from the edge of Zone 1.
11
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.
A stormwater management plan is subject to Town of Huntersville LID Stormwater Management
Ordinance which meets and/or exceeds NCDENR requirements. Since the development is proposed large
lot low density subdivision impervious is expected to be below 24% f or the project. There are no
proposed high density areas.
XIL 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.
Municipal facilities - CWD
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application? Yes ? No X
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 X
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The project is developing to provide services to residential development in the area. The project
site is subject to stormwater management requirements from the Town of Huntersville.
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).
Page 9 of 10
-7//-S/08
Date
authorization letter from the applicant is provided.)
Page 10 of 10
Y
Nnaff5tem
PROGRAM
July 17, 2008
Mr. Jake Palillo
Bluestream Partners, LLC
17532 Sailview Drive
Cornelius, NC 28031
Project: Barnhardt Road Subdivision
Expiration of Acceptance: January 17, 2009
County: Mecklenburg
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will
be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these
agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following
f.h1A
wy v River
Basin CU
Location Stream (feet) Wetlands (acres) Buffer I
(Sq. Ft.) Buffer II
(Sq. Ft.)
Cold Cool Warm Riparian Non-Riparian Coastal Marsh
Impacts Yadkin 03040105 0 0 300 0 0 0 0 0
Credits Yadkin 03040105 0 0 600 0 0 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require
mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the
applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed
in accordance with the Memorandum of Understanding between the N. C. Department of Environment and Natural Resources and the
U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Valerie Mitchener at [phone].
Sincerely, n
Wil ' D. Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Monte Matthews, USACE-Raleigh
Sue Homewood, NCDWQ-Winston-Salem
Leonard Rindner, agent
File
X"torir2?j ... E K&"... pro" Our Stag
IV A
AUMR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-16521919-715-0476 l www.nceep.net
LEONARD S. RINDNER PWS
Environmental Planning Consultant 3714 Spokeshave Lane
Professional wetland Scientist Matthews, NC 28105
Land Planning Tele: (704) 9042277
Fax [phone]
July 2, 2008
Bluestreatn Partners, LLC
19520 W Catawba Ave Suite 313
Cornelius, NC 28031
RE: Bailey Road !Barnhardt Development, Cornelins NC 28031
Dear Jake Palillo
in order to interface with the United States Army Corps of Engineers and the North
Carolina Department of Natural Resources I will need your authorization. Please sign the
following statement
This letter authoriz Leonard S. Rindner, PWS as our firm's agent in matters related
to Waters of the U. and Waters of North Carolina for the referenced project site. Tkis
includes. interfacin ith the United States Army Corps of Engineers and the North
Carotin Deparft nt Natural Resources.
N_ V -2
Date
Jake MUM
Please contact me if you have any questions or require additional explanation. Thank
YOU.
Sincerely,
Leonard S. Rindner, PWS
Environmental Planning Consultant
Profession Wetland Scientist
j - d

Corps Submittal Cover Sheet
Please provide the following info:
1. Project Name Orchard Trace
2. Naive of Property Owner/Applicant: Orchard Trace, LLC
3. Name of Consultant/Agent: Leonard S. Rindner, PWS
*Agent authorization needs to be attached.
4. Related/Previous Action ID number(s):
5. Site Address: Mayes/Barnhardt Road
6. Subdivision Name: Orchard Trace
7. City: Huntersville
8. County: Mecklenburg
9. Lat: 35.4645 N Long: 80.8228 W (Decimal Degrees Please)
10. Quadrangle Name: Cornelius
11. Waterway:
12. Watershed:
13. Requested Action:
X Nationwide Permit # 2 9
General Permit #
X Jurisdictional Determination Request
Pre-Application Request
The following information will be completed by Corps office:
AID:
Prepare File Folder Assign number in ORM
Authorization: Section 10 Section 404
Project Description/ Nature of Activity/ Project Purpose:
Begin Date
Site/Waters Name:
Keywords:
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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 1: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:
ASHEVILLE REGULATORY FIELD OFFICE
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Applicant:
Mr. Jake Palillo
Orchard Trace, LLC
17532 Sail View Dr.
Cornelius, NC 28031
C. PROJECT LOCATION AND BACKGROUND INFORMATION: Palillo-Barnhardt
State:NC County/parish/borough: Mecklenburg City: Huntersville
Center coordinates of site (lat/long in degree decimal format): Lat. 35-27.808' ; Long. 80-49.487° .
Universal Transverse Mercator:
Name of nearest waterbody: South Prong Branch
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Rocky River
Name of watershed or Hydrologic Unit Code (HUC): 03040105
M Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
] Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
[], Office (Desk) Determination. Date:
Field Determination. Date(s): 3/22/07
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area. [Required]
Waters subject to the ebb and flow of the tide.
(] Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There '' ,waters of the U.S." within Clean Water Act (CWA) Jurisdiction (as defined by 33 CFR Part 328) in the review area. [Required]
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
Q Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
[] Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
E] Impoundments of jurisdictional waters
n Isolated (interstate or intrastate) waters, including isolated wetlands
i Boxes checked below shall be supported by completing the appropriate sections in Section III below.
' For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
Identify (estimate) size of waters of the U.S. in the review area:
Non-wetland waters: 16651inear feet: 3width (ft) and/or acres.
Wetlands:.41 acres.
Limits (boundaries) of jurisdiction based on 109, ;Jl elineatloj lMi Ual
Elevation of established OHWM (if known):
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:
' Supporting documentation is presented in Section HIT.
SECTION 111: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section HLD.I. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.I.; otherwise, see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent":
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbodya is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section II1.B.1 for
the tributary, Section II1.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: 1420 stIphi fi's
Drainage area: 87 es
Average annual rainfall: 47 inches
Average annual snowfall: 2 inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
? Tributary flows directly into TNW.
® Tributary flows through tributaries before entering TNW.
Project waters are 5-10 river miles from TNW.
Project waters are 1 (or river miles from RPW.
Project waters are 4-5 aerial (straight) miles from TNW.
Project waters are (? aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TN W5: Unnamed Cr. to South Prong Branch to West Branch to Rocky River.
Tributary stream order, if known:
Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West.
s Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.
(b) General Tributary Characteristics (check all that apply):
Tributary is: ® Natural
? Artificial (man-made). Explain:
? Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: 12 feet
Average depth: 6 feet
Average side slopes: Witf (1:? or1 .
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: highly eroding.
Presence of run/riffle/pool complexes. Explain:
Tributary geometry: Rgl &eky,etralght
Tributary gradient (approximate average slope): 10 %
(c) Flow:
Tributary Provides for: i
?.._??
Estimate average number of flow events in review area/year: boor greate )
Describe flow regime: Seasonal to Perennial.
Other information on duration and volume:
Surface flow is: s',. Characteristics:
,M 67
Subsurface flow: Oul Explain findings:
? Dye (or other) test performed:
Tributary has (check all that apply):
® Bed and banks
® OHWM6 (check all indicators that apply):
® clear, natural line impressed on the bank
? changes in the character of soil
? shelving
® vegetation matted down, bent, or absent ?
® leaf litter disturbed or washed away
.?',. ? sediment deposition
• ? water staining ?
? other (list):
E] Discontinuous OHWM.' Explain:
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
E3 High Tide Line indicated by: Mean High Water Mark indicated by:
? oil or scum line along shore objects ? survey to available datum;
? fine shell or debris deposits (foreshore) ? physical markings;
? physical markings/characteristics ? vegetation lines/changes in vegetation types.
? tidal gauges
? other (list):
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain: water color is clear.
Identify specific pollutants, if known:
`A natural or man-made discontinuity in the OHW M does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OH WM has been removed by development or agricultural practices). Where there is a break in the OH WM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
'Ibid.
(iv) Biological Characteristics. Channel supports (check all that apply):
? Riparian corridor. Characteristics (type, average width):
? Wetland fringe. Characteristics:
® Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
® Aquatic/wildlife diversity. Explain findings: Amphibians.
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:.4 I acres
Wetland type. Explain:seep.
Wetland quality. Explain:excellent soils, good plants, good hydrology.
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TNW:
Flow is ei?pal flow. Explain:
Surface flow is: b c e,aw'eonGia
Characteristics:
Subsurface flow: 6T fiuown. Explain findings:
? Dye (or other) test performed:
(c) Wetland Adiacency Determination with Non-TNW:
® Directly abutting
? Not directly abutting
? Discrete wetland hydrologic connection. Explain:
? Ecological connection. Explain:
? Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are 5-I4 river miles from TNW.
Project waters are 2-5 aerial (straight) miles from TNW.
Flow is from: kllanAwi
Estimate approximate location of wetland as within the _;„ QI yea; 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: water color is clear.
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
? Riparian buffer. Characteristics (type, average width):
? Vegetation type/percent cover. Explain:
® Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
® Aquatic/wildlife diversity. Explain findings:Amphibians.
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis:
Approximately ( .41 ) acres in total are being considered in the cumulative analysis.
For each wetland, specify the following:
Directly abuts? (YIN) Size (in acres) Directly abuts? (Y/N) Size (in acres)
D (Y) .11 F (Y) .01
G (Y) .05 H (Y) .24
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
0 TNWs: linear feet width (ft), Or, acres.
? Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial:
Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally: B stream scores out at 22.5 on the NCDENR stream form.
Provide estimates for jurisdictional waters in the review area (check all that apply):
0 Tributary waters: 988 linear feet3width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
Non-RPWss that flow directly or indirectly into TNWs.
Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
Tributary waters: linear feet width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
[] Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW:
IS, Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section I11.13 and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW: B stream scores out at 22.5 on the NCDENR stream form.
Provide acreage estimates for jurisdictional wetlands in the review area: Alacres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
12, Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
Impoundments of jurisdictional waters.9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
[] Demonstrate that impoundment was created from "waters of the U.S.," or
? 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 COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):10
? which are or could be used by interstate or foreign travelers for recreational or other purposes.
? from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
? which are or could be used for industrial purposes by industries in interstate commerce.
? Interstate isolated waters. Explain:
? Other factors. Explain:
Identify water body and summarize rationale supporting determination:
"See Footnote # 3.
v To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook.
111 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos.
Provide estimates for jurisdictional waters in the review area (check all that apply):
? Tributary waters: linear feet width (ft).
? Other non-wetland waters: acres.
Identify type(s) of waters:
Q Wetlands: acres.
F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
? Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
?' Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
Other: (explain, if not covered above):
Provide acreage estimates for non-jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.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.
n Other non-wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
Provide acreage estimates for non-jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
[Q Non-wetland waters (i.e., rivers, streams): linear feet, width (ft).
0 Lakes/ponds: acres.
Other non-wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply -checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: Maps.
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 USGS Cornelius (NC).
USDA Natural Resources Conservation Service Soil Survey. Citation:http://websoilsurvey.nres.usda.gov.
d National wetlands inventory map(s). Cite name:
State/Local wetland inventory map(s):
FEMA/FIRM maps:
100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: ® Aerial (Name & Date):Polaris 2007.
or ? Other (Name & Date):
[] Previous determination(s). File no. and date of response letter:
?', Applicable/supporting case law:
Applicable/supporting scientific literature:
Other information (please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:
1112 007111 1 1
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APPROXIMATE MAP - WATERS OF THE U.S
*FOR SURVEY AND STUDY PURPOSES ONLY
SUBJECT TO U.S.A.C.E. VERIFICATION
PALILLO - BARNHARDT
WETLAND AND STREAM DELINEATION
3-22-07

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APPROXIMATE MAP - WATERS OF THE U.S
*FOR SURVEY AND STUDY PURPOSES ONLY
SUBJECTTO U.S.A.C.E. VERIFICATION
PALILLO - BARNHARDT
WETLAND AND STREAM DELINEATION
3-22-07
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Name: CORNELIUS Location: 035.4635628° N 080.8222163° W PALILLO - BARNHART
Date: 7/14/2008 HUC: 03040105
Scale: 1 inch equals 2000 feet APPROXIMATE SITE
LOCATION
Copyright (C)1997, Maptech, Inc

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Soil Survey of Mecklenburg County, North Carolina PALILLO - BAILY ROAD
ADDTI'ION
Map Unit Legend Summary
Mecklenburg County, North Carolina
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
CeB2 Cecil sandy clay loam, 2 to 121.6 41.9
8 percent slopes, eroded
CeD2 Cecil sandy clay loam, 8 to 12.1 4.2
15 percent slopes, eroded
EnB Enon sandy loam, 2 to 8 48.7 16.8
percent slopes
EnD Enon sandy loam, 8 to 15 44.5 15.3
percent slopes
MO Monacan loam 19.0 6.5
WkB Wilkes loam, 4 to 8 18.5 6.4
percent slopes
WkD Wilkes loam, 8 to 15 2.9 1.0
percent slopes
WkE Wilkes loam, 15 to 25 23.1 8.0
percent slopes
USDA %MvrW Resources Web Soil Survey 1.1 3/15/2007
umsmmwn service National Cooperative Soil Survey Page 3 of 3
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Pallllo-Barnhart Date: 3/22/07
Applicant/OWner. 4r. Jake Palillo - Orchard Trace, LLC;17532 Sail View Dr.; Cornelius, NC 280 1 County: Mecklenburg
Investigator: Todd Warren, Nicholas Nelson State: NC
Do Normal Circumstances Exist on the site? ? Yes No Community ID
Is the site significantly disturbed (Atypical Situation)? Yes No ? Transect ID:
Is the area a potential Problem Area? Yes No ? Plot ID: D, F, G, H
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1 Fraxinus pennsylivanica Tree FACW 9.
2. Salix nigra Tree OBL '10.
3. Sam6ucus canadensis Shrub FACW- 11.
q Cornus amomum Shrub FACW+ 12.
5 Vibernum dontatum Shrub FAC 13.
6. Carex crinita Herb FACW+ 14.
T 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC-). 5/6
Remarks:
L_
------Jl
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: O (in.) ? Oxidized Root Channels in Upper 12"
?L Water-Stained Leaves
Depth to Free Water in Pit: 1 (in.) Local Soil Survey Data
y/ FAC-Neutral Test
Depth to Saturated Soil: 1 (in.) Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Ens, Enon sandy loam, 8 to 15 percent slope Drainage Class: Well drained
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? ?Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture. Concretions,
inches Horizon (Munsell Moist) (Munsell Moist} Abundance/Contrast Structure, etc.
0-1 A 7.5YR 3/2 NA NA Fine sandy loam
1-10* B 7.5YR 5/1 7.5YR 7/1 20% Sandy clay loam
Hydric Soil Indicators:
Histosol _ Concretions
_
_ Histic Epipedon _ High Organic Content in Surfa ce Layer Sandy Soils
Sulfidic Odor _ Organic Streaking in Sandy Soils
_
_ Aquic Moisture Regime _ Listed on Local Hydric Soils List
Reducing Conditions _ Listed on National Hydric Soils List
? Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
* refusal/collapse

WETLAND DETERMINATION
Hydrophytic Vegetation Present? ?Yes
Wetland Hydrology Present? ?Yes
Hydric Soils Present? ?Yes
Remarks:
No (Circle) I (Circle)
No
No Is this Sampling Point Within a Wetland? ?Yes No
Hpprovea oy "UUZ>H"t Vvz
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Palillo-Barnhart Date: 3/22/07
Applicant/Owner: Mr. Jake PalilloOrchard Trace, LLC;17532 Sail View Dr.; Cornelius, NC 2803 County: Mecklenburg
Investigator: Todd Warren, Nicholas Nelson State: NC
Do Normal Circumstances Exist on the site? ? Yes No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes No ? Transect ID:
Is the area a potential Problem Area? Yes No ? Plot ID: Upland
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1 Fraxinus pennsylivanica Tree FACW q.
2. Liriodendron tulipifera Tree FAC 10.
3. Parthenocissus quinquefolia Vine FAC '11.
4 Nyssa sylvatica Shrub FAC 12.
5. 13.
6. _ 14.
T 15.
6. '16.
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC-). 100%
Remarks:
L-
I
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: N/A (in.) Oxidized Root Channels in Upper 12"
Water-Stained Leaves
Depth to Free Water in Pit: N/A (In.) Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: N/A (in.) Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): EnD, Enon sandy loam, 8 to 15 percent slope Drainage Class: Well drained
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? ?Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell_Moist) Abundance/Contrast Structure, etc.
0-5 A 10YR 5/3 NA NA Fine sandy loam
5-15 B 7.5YR 6/8 NA NA Sandy clay loam
Hydric Soil Indicators:
Histosol _ Concretions
_
_ Histic Epipedon _ High Organic Content in Surfa ce Layer Sandy Soils
_ Sulfidic Odor _ Organic Streaking in Sandy Soils
_ Aquic Moisture Regime _ Listed on Local Hydric Soils List
_ Reducing Conditions _ Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? ?Yes
Wetland Hydrology Present? Yes
Hydric Soils Present? Yes
No (Circle) (Circle)
No ?
No ? Is this Sampling Point Within a Wetland? Yes No ?
Remarks:
Y },
Unnamnd Perennial stream
North Carolina Division of Water Quality - Stream Identification Form; version 3.1
Date: 3/22/lo-,, Project: Pali llo-Barnhurt Latitude: 35-27.908'N
EvaluatonTODD WARREN/NICK NELSUNSite: Longitude: 80-49_,187°w
Total Points- other asc-s Cornelius (NC
Stream is at least.^ntermittent 35.5 County: Me?:klenhurg Co. e g. Quad Name:
fi ? 19 m?oerennrai if ;? 3
gy (Subtotal = 17.5 I
A. Geomorpholo Absent Weals Moderate Stronq
-
1a. Continuous bed and bank 0 1 2 3
2 Sinuosity 0 2 3
3. In-channel structure: riffle-pool sequence 0 1 ' 3
4 Soil texture or stream substrate sorting 0 1 2 3
5. Activelrelic fioodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 0 1 2 '_
8. Recent alluvial deposits 0 1 2 3
9 a Natural levees 0 1 2 3
10. Headcuts il 1 2 3
1 1. Grade controts 0 0.5 1.5
12. Natural valley or drainageway 0 0.° 1 'S
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No = 0
Man-made ditches are not rated: see discussions in manual
?
R 14 ,..??..I,,..,. 19z ktrvf?[ = 7.5
14. Groundwater flowMischarge 0 1 2 3
15. Water in channel and . 48 hrs since rain, or
Water in channel -- dry or growing season
0
1
?
3
16. Leafiitter 1.5 0.5 0
17. Sediment on piants or debris 0 LLU 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 ro-5 1 1.5
19. Hydnc soils redoximombic features) present? No = 0 es = 1.5
t" Rininnv f_Rirl'tntal = 10. )
20 . Fibrous roots in channel 3 2 1 0
21 D. Rooted plants in channel 3 1 D
22_ Crayfish 0 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish 0 0.5 1.5
25. Amphibians 0 0.5 1 1.5
26_ Macrobenthos (note diversity and abundance) 0 0.5 1.`•
27. Filamentous algae; periphyton 1 2 3
28. Iron oxidizing bacterialfungus. 0 0.5 1 1.5
29 . Wetland plants in streantibed FAC = 0.5: FACW = 0.75; OBL = 1.5 SAV = 2.0: Other 0
hems 20 and 21 focus on the presence of upland clang. [tern 29 focuses on the presence of aquatic or wetland slants.
Sketch:
Notes: + LjsF back side of this form for additional notes.)
y 4 . 1#.
B Stream
North Carolina Division of Water Quality - Stream Identification Farm; Version 3.1
date: 22; o Proiect: Palillo-Barnhart Latitude: :i5-27.808°N
Evaluator:TODD WARREN/NICK NELSONSite; Longitude: 80-49-487'W
Total Points: Other IS s Cornelius (NC)
Stmam is at least rr+terTn&ent 22.5 County: Me: kleriburg co. e g. Quao Name:
if-, f9 or ner,enniati(a 39
A. Geomorphology 'Subtotal = a 5 i Absent Weak Moderate Stronq
1a. Continuous bed and bank 0
1
3
Sinuosity 2 3
3_ In-channel structure: riffle-pool sequence 0 1 2 3
_ Soil textures or stream substrate sorting 0 1 2 3
5- Activelrelic floodplain 0 1 2 3
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 F 1 2 3
10. Headcuts 0 1 2 3
11. Grade controls 0 0.5 1.5
12. Naturat valley or dsavnageway 0 0.5 1 5
13. Second or greater order channel on existing
USGS or MRCS map or other documented
evidence.
?
Yes = 3
'Map-made ditches are not rated: see discussions in manual

14 . Groundwater flowldischarge 0 1
15. ')Hater in channel and > 48 hrs since rain, or
Water in channel -- d or growing season 0 1
3
16_ Leaflitter 1.5 U.5 0
17. Sediment an plants or debris t} LLJ 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 ro-51 1 1.5
19. Hydnc soils fredoximorphic features) present? No = 0 77 = 1.5
f" R n6nnu f S) thtntmi = S,5 1
20 Fibrous roots in channel 3 1 G
21 . Rooted plants in channel 3 2 1 G
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 4note diversity and abundance) !7 0.5 1 1.5
27_ Filamentous algae: periphyton 1 2 3
28. Iron oxidizing bacteriatfungus. 0 0.5 1 1.5
29 L. Wetland plants in streambed FAC = 0.5: FACW = 0.75; OBL = 1-5 SAV= 2.G; Other 0
Items 24 and 21 focLis on the oresence of upland plants. Item 29 focuses on the presence of aauat)c or wetland plants.
Notes: ;use back side ofthis farm for additional notes.,)
Sketrl-:
V , . r
A,r',F,T Tntc:rmitt<,nt >trcam
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Cate: 3/22/0, Project: Pali llo-Sarriliart Latitude: 35-27.x08"N
Evaluator:TODD WARREN/NICK NELSONSite: Longitude: 80-49-187'W
Total Points: Other T.JSGS ^orne:lius !NC
Stream is at fea^rintermdtent 19 County: Mecklenburg Co.
e. g. Quad Name
if 2 f9 or perenrrrar of ? 30
A. Geomor h010 Subtotal = 9 l Absent Weak Moderate Stronq
1a. Continuous bed and bank 0 1 ? 3
Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 2 3
4 Soil texture or strearn substrate sorting 0 1 2 3
5 Activefrelic filoodolain F al 2 3
6. Depositional bars or benches 0 -T7 ? 3
7_ Braided channel 0 1 2 3
6. Recent alluvial deposits 0 i ? 3
9 a Natural levees 0 1 2 3
10. Headcuts 0 1 2 3
11. Grade controls 0 1 1.5
12. Natural valley or drainageway 0 0.5 1
13. Second or greater order channel on existing
USGS or NRCS mays or other documented
evidence.
I mn n]
Yes = 3
Man-made ditches are not rated: see discussions in manual
B. Hvdroloav (Subtotal = s 3
14. Groundwater flowidischarge 0 1 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- dry or growing season 0 ? 2 3
16. Leaflitter 1.5 L.J 0.5 0
17. Sediment on plants or debris 4 0.5 1 1.5
16. Organic debris lines or piles (Wrack lined 0 4 1 1.5
19_ Hydric soils (redoximorphic features) present? No = 0 es = 1.5•
C_ Boloav (Subtotal = 4
7
201). Fibrous roots in channel 3 2 1 0
21 . Rooted plants in channel 3 2 1 0
= 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. ADacrobenthos (note diversAy and abundance) 0 0.5 1 1.5
27. Filamentous algae', periphyton 1 2 3
28. Iron oxidizing bacterialfungus. 0 0.5 1 1.5
29 . Wetland plants in streambed FAC = 0.5: FACW = 0-.75-, OBL = 1.5 SAV = 2.0; Other d}
Items 20 and 21 locus on the presence of upland plants, ttern 29 focuses on the presence of aquabe or wetland plants.
Sketch:
Notes: (use back s+de of this form for additional notes.)