20071416 Ver 1_401 Application_20070807

~~ CWS
August 17, 2007
550 E WESTINGHOUSE BLVD.
CHARLOTTE, NC 28273
704-527-1177 {ofFice)
704-527-1133 (fax)
Ms. Cyndi Karoly
NCDWQ 401/Wetlands Unit
2321 Crabtree Boulevard
Raleigh, North Carolina 27604
PAYMENT
RECEIVED
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Subject: Pre-Construction Notification Pursuant to Nationwide Permit Nos. 13 and 27
and Water Quality Certification No. 3495
Bristol Drive Channel Improvement Project
Charlotte, North Carolina
Carolina Wetland Services Project No. 2007-1999
The Bristol Drive Channel Improvement Project is located adjacent to Bristol Drive, approximately
1/3 mile north of Wilkinson Boulevard in Charlotte, NC (Figure 1, enclosed). The purpose of this
project is to stabilize and enhance the existing stream channel. These channel improvements were
previously authorized as part of the Columbus Circle/Ashley Park/Westerly Hills Capital
Improvement Project by MACTEC Engineering on July 22, 2004 (Action ID No. 200431134-1136)
and was issued a Water Quality Certification on July 20, 2004 (DWQ No. 04-0940). Due to issues
with adjacent property owners, this portion of the project was not constructed and the design was
modified. Charlotte Storm Water Services (CSWS) has contracted Carolina Wetland Services, Inc.
(CWS) to provide Section 404/401 permitting services for this project.
Applicant Name: Charlotte Storm Water Services, Isaac J. Hinson
Mailing Address: 600 East Fourth Street, Charlotte, NC 28202
Phone Number of Owner/Applicant: 704-336-4495
Street Address of Project: Bristol Drive, Charlotte, NC
Waterway: UT to Taggart Creek
Basin: Catawba
City: Charlotte
County: Mecklenburg
Decimal Degree Coordinate Location of Project Site: N35.23032 °, W80.90168 °
USGS Quadrangle Name: Charlotte West, NC, 1996
Current Land Use
The current land use for the project area is a city park surrounded by residential areas with maintained
lawns and small adjacent wooded areas. Dominant vegetation within the project area consists of tulip
tree (Liriodendron tulipifera), red oak (Quercus rubra), white oak (Quercus alba), Chinese privet
(Ligustrum sinense), wild cherry (Prunus serotina), sweetgum (Liquidambar styraciflua), and
Japanese honeysuckle (Lonicera japonica). According to the Soil Survey of Mecklenburg Countyl,
on-site soils consist of Cecil-Urban land complex, 2 to 8 percent slopes (CuB), Cecil-Urban land
complex, 8 to 15 percent slopes (CuD), and Monacan loam (MO). Cecil-Urban soils are well-drained
and exhibit moderate permeability. Monacan soils are somewhat-poorly drained and are listed on the
National Hydric Soils List.
~ United States Department of Agriculture, 1980. Soil Survey of Mecklenburg County, North Carolina.
NORTH CAROLINA SOUTH CAROLINA
WWW.CWS-INC.NET

August 17, 2007
Ms. Cyndi Karoly
Page 2 of 4
Jurisdictional Determination
On August 1, 2007 CWS's Ron Johnson, PWS, and Anthony Nardo investigated on-site jurisdictional
waters of the U.S. using the U.S. Army Corps of Engineers (USAGE) -Routine On-Site Determination
Method. This method is defined in the 1987 Corps of Engineers Wetlands Delineation Manua1.2 There
is one jurisdictional stream located within the project limits (Perennial Stream A). Jurisdictional waters
of the U.S. were classified according to recent North Carolina Division of Water Quality (NCDWQ)3 and
USAGE guidance. USAGE/EPA Approved Jurisdictional Determination Forns, NCDWQ Stream
Classification Forms and USAGE Stream Quality Assessment Worksheets for Stream A are enclosed
(SCP1). CSWS is requesting written verification of on site jurisdictional waters, enclosed.
The results of the on-site field investigation indicate that there is one jurisdictional stream channel
(Stream A) located within the project area (Figure 1, enclosed). On-Site jurisdictional waters of the U.S.
are unnamed tributaries to Taggart Creek and are located within the Catawba River basin
(HC7# 03050103)4. Taggart Creek is classified as "Class C" by the NCDWQ.
Stream A flows west across the project area until its offsite confluence with Taggart Creek
(Figure 1, enclosed). Stream A exhibited average ordinary high water widths of 2 to 6 feet, moderate
groundwater flow, and significant stream substrate and habitat. Biological sampling within this
channel resulted in a weak presence of benthic macroinvertebrates and a moderate presence offish
and amphibians. Stream A scored 47 out of a possible 100 points on the USAGE Stream Quality
Assessment Worksheet and scored 32 out of 71 possible pints on the NCDWQ Stream Classification
Form, indicating perennial status (SCP 1, enclosed). Photographs of Perennial Stream A are enclosed
as Photographs A and B
Agency Correspondence
Cultural Resources
A letter was forwarded to the State Historic Preservation Office (SHPO) on July 30, 2007 to
determine the presence of any areas of architectural, historic, or archaeological significance that
would be affected by the project. As of the date of this submittal, a response from SHPO has not yet
been received. This project is located in a residential area dominated by homes built between 1980
and 2000. The occurrence of any area of architectural, historic, or archaeological significance is
unlikely.
Protected Species
A letter was forwarded to the North Carolina Natural Heritage Program (NCNHP) on July 30, 2007 to
determine the presence of any federally-listed, candidate endangered, threatened species or critical
habitat located within the project area. In a letter dated August 6, 2007 the North Carolina Natural
Heritage Program (NCNHP) stated that there is "no record of rare species, significant natural
communities, or significant natural heritage areas at the site nor within a mile of the project area."
Purpose and Need for the Project
The stream flowing along Bristol Drive currently exhibits severe flooding to adjacent roadways and
properties. The channel is also entrenched and experiencing significant erosion. The stream is
eroding toward Bristol Drive and if left alone could undermine the roadway. The erosion is also
causing downstream sedimentation. There is a highly eroded, near vertical bank located
z Environmental Laboratory. "Corps of Engineers Wetlands Delineation Manual," Technical Report Y-87-1, US Army Engineer Waterways
Experiment Station, Vicksburg, Mississippi.
North Carolina Division of Water Quality, 1999. Stream Classification Method. Version 3.1.
° "HU#" is the Hydrologic Unit Code. U.S. Geological Survey, 1974. Hydrologic Unit Map, State of North Carolina.

August 17, 2007
Ms. Cyndi Karoly
Page 3 of 4
approximately 13 feet from the carport at 3815 Bristol Drive. The stream will be relocated in this area
to prevent future property damage. The purpose of the project is to stabilize the banks and channel
bed to reduce erosion and property flooding. CSWS believes that the proposed channel improvements
will dramatically reduce the water surface elevation for all storm events.
Avoidance and Minimization
Impacts to on-site jurisdictional waters of the U.S. have been reduced to the maximum extent
practicable. Due to roadway and adjacent property constraints, no floodplain bench grading can be
utilized. Grading activities will be limited to areas containing erosion issues. The amount of
relocated stream has been reduced to the minimum length necessary to protect the carport at 3815
Bristol Drive. The current low flow channel dimensions will be maintained. In an effort to protect
trees located along the banks, CSWS reduced the bank stabilization impacts by approximately 230
bank feet from the original Columbus Circle CIP (Sheets 2 and 3, STA 10+40 to 12+70). All grading
activities will begin at the toe of slope of the existing banks. Computer modeling indicates that the
use of permanent erosion control matting is necessary to stabilize the banks during high flow events.
During the construction of the cross vanes and bridge abutments the flow will be pumped around until
the structures are stabilized. Proper sediment and erosion control techniques will be used to minimize
impacts to downstream waters. The erosion control plan is included on Sheets EC1-EC3.
Proposed Impacts to Jurisdictional Waters
Under Nationwide Permit No. 13, impacts will total 1,541 bank feet of Perennial Stream A.
Approximately 750 bank feet of the right bank and 791 bank feet of the left bank will be re-graded and
stabilized (Sheets 1-3, enclosed). The banks will be sloped back to a 1.5:1 slope. Atypical cross-
section is included on Detail Sheet G4. The channel flow and base flow cross section will not be
altered. The newly graded banks will be lined with permanent erosion control matting. The disturbed
areas will be fertilized and seeded with a native riparian seed mix. See Detail Sheet 1 for matting and
seeding specifications.
Enhancement Activities under Nationwide Permit No. 27 include the relocation of a portion of
Perennial Stream A and the installation of in-stream cross vanes to the bed of the channel.
Approximately 1301inear feet of Perennial Stream A will be back-filled and relocated to avoid
encroaching a nearby carport (Sheet 3, enclosed). The newly relocated Stream A will be
approximately 1601inear feet. The relocation will result in an overall net gain of 30 linear feet of
stream. The relocated Stream A will be graded and stabilized using the same methods mentioned
above. Approximately 1,3101inear feet of channel enhancement will be performed downstream of the
relocation. Approximately 47 cross vane structures will be installed in the bed of the channel
(Sheets 1-3). A Typical Cross Vane Detail has been provided on Detail Sheet G4. The width and
height of each vane will be field determined to allow for the best fit in the installed location. The
vanes will be designed to promote in-channel stability to promote large, appropriately spaced pools to
dissipate energy and provide habitat for aquatic organisms and fish. On behalf of CSWS, CWS is
submitting aPre-Construction Notification Application with attachments in accordance with
Nationwide Permit General Condition No. 27, and pursuant to Nationwide Permit Nos. 13 and 27
(enclosed).
Compensatory Mitigation
Construction of this project will result in a net gain of on-site stream channel. The stabilization and
enhancement activities will result in an overall benefit to the water quality of downstream waters and
eliminate future erosion issues. CSWS believes that this project is self mitigating and is proposing no
mitigation plan.

August 17, 2007
Ms. Cyndi Karoly
Page 4 of 4
Please do not hesitate to contact Isaac Hinson at 704-336-4495 or [e-mail] should
you have any questions or comments regarding these findings.
`J ~"~
sap a J~inson
Wetland Specialist
Ro G. Johnson, PWS
Project Biologist
Enclosures: USGS 7.5' Charlotte West, NC Topographic Quadrangle
NRCS Mecklenburg County Soil Survey
Figure 1. Approximate Jurisdictional Boundary Survey
Proposed Channel Improvements
Pre-Construction Notification Pursuant to NWP Nos. 13 and 27 and WQC No. 3495
Request for Jurisdictional Determination Form
NCDWQ Stream Classification Forms (SCP1)
USACE Stream Quality Assessment Worksheets (SCP1)
Approved Jurisdictional Determination Form
Routine On-Site Determination Form (DP 1)
Representative Photographs (A - B)
Agency Correspondence
cc: Ms. Amanda Jones
\UAss-OOclOalserver3\20071Prgects~2007-1999 Bristol DrivelPertrdtbngUJWP27 report.doc

Bristol Drive Channel Improvement Project
Nationwide Permit Nos. 13 and 27 Proiect No. 2007-1999
Image Courtesy of the U.S. Geological Survey
7.5 Minute Topographic Map Series, Charlotte West Quadrangle, North Carolina, dated 1996.
Approximate Scale 1" = 2000'

Bristol Drive Channel Improvement Project
Nationwide Permit Nos. 13 and 27 Proiect No. 2007-1999
Soil Survey Courtesy of the USDA-NRCS
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~AYME~iT
REC`IVED
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
~~i any parncutar nem is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
07-1416
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: Nationwide Permit Nos.
13 and 27 and WQC No. 3495
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
~., kl
Owner/Applicant Information ~, •.! (; ~ C ? OQ 7
Name: City of Charlotte Storm Water Services, Contact: Mr. Isaac J. Hinson
Mailing Address: 600 East Fourth Street -"%~ - ~~',ar=a at;~~irY
Charlotte, North Carolina 28202 ~ ~ ~ "' ' ° °
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: ihinson(cr~,ci:charlotte.nc.us
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:
E-mail Address:
Fax Number:
Page 1 of 9

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: Under Nationwide Permit No. 13,
impacts will total 1,541 bank feet of Perennial Stream A Approximately 750 bank feet of the
right bank and 795 bank feet of the left bank will be re-graded and stabilized (Sheets 1-3
enclosed). The banks will be sloped back to a 1 5.1 slope A typical cross-section is included on
Detail Sheet G4. The channel flow and base flow cross section will not be altered The newly
graded banks will be lined with permanent erosion control matting The disturbed areas will be
fertilized and seeded with a native riparian seed mix. See Detail Sheet 1 for matting and seeding
specifications.
Enhancement Activities under Nationwide Permit No. 27 include the relocation of a portion of
Perennial Stream A and the installation of in-stream cross vanes to the bed of the channel
Approximately 130 linear feet of Perennial Stream A will be back-filled and relocated to avoid
encroaching a nearby carport (Sheet 3 enclosed). The newly relocated Stream A will be
approximately 160 linear feet. The relocation will result in an overall net gain of 30 linear feet
of stream. The relocated Stream A will be Qraded and stabilized using the same methods
mentioned above. Approximately 1 310 linear feet of channel enhancement will be performed
downstream of the relocation. Approximately 47 cross vane structures will be installed in the
bed of the channel (Sheets 1-3) A Typical Cross Vane Detail has been provided on Detail
Sheet G4. The width and height of each vane will be field determined to allow for the best fit in
the installed location. The vanes will be designed to promote in-channel stability to promote
large appropriately spaced pools to dissipate energy and provide habitat for aquatic organisms
and fish. On behalf of CSWS CWS is submitting aPre-Construction Notification Application
with attachments in accordance with Nationwide Permit General Condition No 27 and pursuant
to Nationwide Permit Nos. 13 and 27 (enclosed).
1. 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 t~ h~th stn~cti~re and flnnriina
Wetland Im act
P
Type of Wetland Located within Distance to Area of

Site Number
Type of Impact
(e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
(yes/no) (linear feet)
N/A
Total Wetland Impact (acres) N/A
2. List the total acreage (estimated) of all existing wetlands on the property: N/A
3. 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,
Page 4 of 9

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
Perennial or Average Impact Area of
Number Stream Name Type of Impact
Intermittent? Stream Width Length Impact
indicate on ma
( p)
Before Impact
(linear feet) )
(acres
Nationwide Permit No. 13
Stream A UT to Taggert
Creek Bank Stabilization Perennial 4' 1,541 bf N/A
Nationwide Permit No. 27

Stream A UT to Taggert Stream Relocation
Perennial
4' 130 if
(30 if net
0
011
Creek and Fill .
gain)
Stream A UT to Taggert
Creek Cross Vanes Perennial 4' 1,4501f 0.13
Total Stream Im act b len
p (y gth and acreage) 1,420 lf,
0.14
1,541 bf
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Name of Waterbody v Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on map) ocean, etc.) (acres)
N/A
Total Open Water Impact (acres) N/A
5. List the cumulative impact to all Waters of the U.S. resulting from the roject:
Stream Impact (acres): 0.14
Wetland Impact (acres): 0.00
Open Water Impact (acres): 0.00
Total Impact to Waters of the U.S. (acres) 0.14
Total Stream Impact (linear feet): 1,4201f,
1,541 bf
6. 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.
7. 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
Page 5 of 9

s
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 .Tustification (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 to on-site
jurisdictional waters of the U.S. have been reduced to the maximum extent practicable Due to
roadway and adjacent property constraints no floodplaln bench grading can be utilized Grading
activities will be limited to areas containing erosion issues The amount of relocated stream has
been reduced to the minimum length necessary to protect the carport at 3815 Bristol Drive The
current low flow channel dimensions will be maintained In an effort to protect trees located
along the banks, CSWS reduced the bank stabilization impacts by approximately 230 bank feet
from the original Columbus Circle CIP (Sheets 2 and 3 STA 10+40 to 12+70) All grading
activities will begin at the toe of slope of the existing banks Computer modeling indicates that
the use of permanent erosion control matting is necessary to stabilize the banks during high flow
events. During the construction of the cross vanes and bridge abutments the flow will be
pumped around until the structures are stabilized Proper sediment and erosion control
techniques will be used to minimize impacts to downstream waters The erosion control plan is
included on Sheets EC 1-EC3.
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.
USAGE - 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.
Page 6 of 9

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/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.
Construction of this project will result in a net gain of on-site stream channel The
stabilization and enhancement activities will result in an overall benefit to the water Quality
of downstream waters and eliminate future erosion issues. CSWS believes that this project is
self miti~atin~ and is proposing no mitigation plan.
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://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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount ofNon-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federal/state) land? Yes ® No ^
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
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
Page 7 of 9

3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? 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.
* I Impact I I Required
Zone ~~~.,.,..e ~ o+~ Multiplier ,~,~,~~_~,__
I I I 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
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. Sources of nearby impervious cover include
roads, driveways, and rooftops. This proiect will not cause an increase in the impervious
coverage of the project area.
Page S of 9

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.
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 anafter-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: Proiect
area is located within awell-developed area of Charlotte no future development will result from
the completion of this proiect.
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).
Construction is scheduled to begin immediately following receipt of the appropriate permits
-~ J n„~y-'_.._
~a~~
8/ 17/07
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

REQUEST FOR JURISDICTIONAL DETERMINATION
DATE: Aueust 17, 2007
COUNTY Mecklenburg County, North Carolina TOTAL ACREAGE OF TRACT linear project
PROJECT NAME (if applicable) Bristol Drive Channel Improvement Proiect
PROPERTY OWNER/APPLICANT (name, address and phone):
Charlotte Storm Water Services
POC: Mr. Isaac J. Hinson, at [phone]
600 East Fourth Street
Charlotte, North Carolina 28202
NAME OF CONSULTANT, ENGINEER, DEVELOPER (if applicable):
STATUS OF PROJECT (check one):
( ) On-going site work for development purposes
(X) Project in planning stages
(Type of project: channel enhancement)
( ) No specific development planned at present
( )Project already completed
(Type of project:
ADDITIONAL INFORMATION REQUIRED:
Check items submitted - forward as much information as is available. At a minimum, the following first two items must be
forwarded.
(X) USGS 7.5-Minute Charlotte West, NC Topographic Quadrangle
(X) NRCS Mecklenburg County Soil Survey
(X) Approximate Jurisdictional Boundary Field Map (Figure 1)
(X) Proposed Channel Improvement Plan
(X) Pre-Construction Notification Pursuant to Nationwide Permit Nos. 13 and 27
(X) NCDWQ Stream Classification Forms (SCP1)
(X) USACE Stream Quality Assessment Worksheets (SCP1)
(X) Representative Photographs (A - D)
(X) Agency Correspondence
~ ~~ ~~~
Signature of Property Owner or
Authorized Aeent
Mr. Isaac J. Hinson

North Carolina ©ivsan of Water Quality -Stream Identification Farm; Version 3.1
Date: 08/01/2007 Project: Bristol Drive Stream Improvemt~u`~cde~ N 35.23014°
Evaluator: RGJ & AWN. site: SCPl longitude; W 80.90210°
Total Paints: other Perennial Stream A
Stream is at least lnfermirtenf County:
if? 19 or erenniaJif? 3(3 32 Mecklenbur e-9'- Quad dame:
A. Geomorohoioav (Subtotal = 15.0 7 Atssettt 1Neak IVladerate Strong
-
1`. Continuous bed and bank
2.~
0
1
2
3
2. Sinuosity 1.0' 0 1 2 3
3. In-channel structure: riffle _pool sequence.--_-_-
4. Solt texture or stream substrate sorting - 2-~
2,~ 0
0 1
1 _ 2 '?
2 _ 3
3
5. Active/relic floodplain 2.0' 0 1 2 3
6. Depositional bars or benches 2.a 0 1 2 3
7. Braided channel 0,0 0 1 - 2 3
8. Recent alluvial deposits 2.0 0 1 Z 3
9 `' Natural levees 0.~ 0 - 1
- 2 3
---
10. Headcuts
11. Grade controls
12. Natural valley or drainage ray ---
1,~
0.0
1.0
0
0
0
1
0.5 -
0.5
2 ~ _
1
1 ;
- 3
1.5
1.5
13. Second or greater order channel on existing
USES ar NRCS map ar other documented
evidence. -
=
0.0 _

_
No = 0
_
Yes = 3
_
' Man-made ditches are not rated; see d~scussi°ns Fn manual
B. Hvdrflioav (Subtotal = 8.0
Idischarge
14. Groundwater flaw _
2.~ 0 _ __ ___ __ 1 _ 2_ 3
_
_
_ _ _
15. Water in channel and > 48 hrs since rain, or
Water in channel -- d or rowin season _
2.d 0 1 2 _
3
16. leaf I fitter 1, 5 1.5
-
-
-- 1
---=-----------T-- 0.5
----
----- 0
--------~
---- ----------
17. Sediment an plants or debris
18. drganic debris lines or piles (VIlrack lines) -
0.5 -
p.~ -
--
------~--
0 -~-.-.-._.. D.5 .-.-.._-._..
-_ 0.5 T
__-- ~ -.-._..---._....._.....
1 ..._~:5 _..__-
1.5
19. Hydric soils (redoximarphic features) present? 1,5 No = 0 Yes = 1,~
C. Bioloav (Subtotal = 9.00 1
20r. F'ibraus roots in channel --
21~'. Rooted plants in channel 3.a
3.a 8
3 _ 2
2 1
1 0
0
22. Crayfish O.Q 0 0.5 -
__ 1 1.5

°
f
`_._23:.._Bivalves.--._.-..___----._..._....------._..._.-..----._...._....---
24. Fish -----=-
....._ 0.~-- -
1.01 - -
----~ ----..._._._.........
0
-1----_._._.._....._i.--
0.5
---- 2----
1
_.__...._......_3 _.__...._
-
1.a
25. Amphibians 1.Q 0 - _ 0.5 - 1 _ 1.~ -__
__
------
26. Macrobenthos (Hate diversit~r and abundance) _
O,y 0 0.5 1 1.5
27. Filamentous. algae: periph4{ton 0.0~ 0 - 1 - 2 ~
28. Iron oxidizing baeterialfungus. 0, 5 0 ~ 0.5 -_ -_-_ 1__ -_-_ 1.5
29 ~`. VVetland plants in streambed 0.0~ FAC = 0.5; FACW = 0.75; t'~BL = 1.6 SAV = 2.0; Qther = 0
' Items 20 end 21 focus ~ the presence of upland plants, Item 1y focuses on the presence of aquanc or u~etian° p~an[s.
Sketch:
Notes: (use back side °f this form for additional otes.)

OFFICE USE ONLY: USACE AID#
SCPl -Perennial Stream A
DWQ#
~ ~ ; STREAM QUALITY ASSESSMENT WORKSHEET ' '
1. Applicant's Natne: City of Charlotte Stonn Water Services 2. Evaluator's Natne: Ron Johnson and Tony Nardo
3. Date of Evaluation: 8/1/2007
4. Time of Evaluation: 3:00 pm
5. Name of Stream: UT to Taggart Creek 6. River Basin: Catawba
7. Approximate Drainage Area: 75 acres 8. Stream Order: First
9. Length of Reach Evaluated: 300 if 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From Interstate 77 (I-77), take the US-74/Wilkinson
Blvd exit (Exit # 9C) toward US-29/NC-27. Travel 2.2 miles and turn right onto Alleghany St. Travel approxunately 1/4 mile north
and turn right onto Carlyle Dr. Travel approxunately '/z mile and turn right on Bristol Dr. Follow Bristol Drive and the project is on
12. Site Coordinates (if known): N 35.23014°, W 80.90210°
13. Proposed Channel Work (if any): Channel Improvements
14. Recent Weather Conditions: no rain within the past 48 hours
15. Site conditions at time of visit: sunny, 90 degrees
16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters
17. Is there a pond or lake located upstream of the evaluati
18. Does channel appear on USGS quad map? YE NO
20. Estimated Watershed Land Use: 90 % Residential
Forested
21. Bankfull Width: 2-6'
Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
on point? YES ~If yes, estimate the water surface area:
19. Does channel appear on USDA Soil Survey? YE NO
Commercial % Industrial % Agricultural
_% Cleared /Logged 10_% Other (Park
22. Bank Height (from bed to top of bank): 2-5'
23. Channel slope down center of stream: -Flat (0 to 2%) X Gentle (2 to 4%) Moderate (4 to 10%) -Steep (>10%)
24. Channel Sinuosity: Straight X Occasional Bends -Frequent Meander -Very Sinuous -Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of
100 representing a stream of the highest quality.
Total Score (from reverse): 47 Comments:
Evaluator's Signature Date%/07
This channel evaluation for is intended to be u only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Fonn subject to change -version 05/03. To Comment, please ca11919-876-8441 x 26.
1

STREAM QUALITY ASSESSMENT WORKSHEET
SCPl -Perennial Stream A
ECOREG ION POINT RANGE
E
SCO
# CHARACTERISTICS R
Coastal Piedmont Mountain
1 Presence of flow /persistent pools in stream 0 - 5 0 - 4 0 - 5 2
no flow or saturation = 0; stron flow = max oints)
2 Evidence of past human alteration 0- 6 0- 5 0- 5 3
(extensive alteration = 0; no alteration = max oints
3 Riparian zone 0- 6 0- 4 0- 5 2
no buffer = 0; Conti uous, wide buffer = max oints
Evidence of nutrient or chemical discharges 0
5 0- 4 0- 4 3
4 extensive dischar es = 0; no dischar es = max oints -
5 Groundwater discharge 0- 3 0- 4 0- 4 3
no dischar e = 0; s rin s, see s, wetlands, etc. = max oints
U 6 Presence of adjacent floodplain 0- 4 0- 4 0- 2 3
y no flood lain = 0; extensive flood lain = max oints
`~` ~ Entrenchment /floodplain access 0- 5 0- 4 0- 2 2
A, dee 1 entrenched = 0; fre uent floodin = max oints
8 Presence of adjacent wetlands
j 0- 6 0- 4 0- 2 0
acent wetlands = max oints
no wetlands = 0; lar a ad
9 Channel sinuosity 0- 5 0- 4 0- 3 1
extensive channelization = 0; natural meander = max oints
10 Sediment input 0- 5 0- 4 0- 4 3
extensive de osition= 0; little or no sediment = max oints
11 Size & diversity of channel bed substrate NA* 0 - 4 0 - 5 3
fine, homo enous = 0; lar e, diverse sizes = max oints
Evidence of channel incision or widening 0
5 0 - 4 0 - 5 1
12 dee 1 incised = 0; stable bed & banks = max oints -
13 Presence of major bank failures 0 - 5 0 - 5 0 - 5 2
a severe erosion = 0; no erosion, stable banks = max oints
14 Root depth and density on banks 0 - 3 0 - 4 0 - 5 3
(no visible roots = 0; dense roots throu hout = max oints
~ Impact by agriculture or livestock production
5
0
0 - 4
0 - 5
0
15 substantial im act =0; no evidence = max oints -
16 Presence of riffle-pooUripple-pool complexes 0- 3 0- 5 0- 6 2
no riffles/ri les or ools = 0; well-develo ed = max oints
Habitat complexity
1 ~ 0 - 6 0 - 6 0 - 6 2
varied habitats = max oints
little or no habitat = 0; fre uent

18 ,
Canopy coverage over streambed
0 - 5
0 - 5
0 - 5
5
no shadin ve etation = 0; continuous cano = max oints
19 Substrate embeddedness NA* 0- 4 0- 4 2
(dee 1 embedded = 0; loose sh•ucture = max
20 Presence of stream invertebrates 0- 4 0- 5 0- 5 1
(no evidence = 0; common, numerous es = max oints)
V- 21 Presence of amphibians 0- 4 0- 4 0- 4 1
O (no evidence = 0; common, numerous es = max oints
~ 22 Presence offish 0- 4 0- 4 0- 4 2
~ (no evidence = 0; common, numerous es = max oints)
23 Evidence of wildlife use 0- 6 0- 5 0- 5 1
no evidence = 0; abundant evidence = max oints
Total Points Possible 100 100 100
TOTAL .SCORE (also enter on first page) 47
* These characteristics are not assessed in coastal streams.

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be compieted 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): August 3, 2007
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:Asheville Regional Office
C. PROJECT LOCATION AND BACKGROUND INFORMATION: 2007-1999 Bristol Drive, Perennail Stream A
State:NC County/parish/borough: Mecklenburg City: Charlotte
Center coordinates of site (lat/long in degree decimal format): Lat. 35.23032 ° 1~§, Long: 80.90168 ° .
Universal Transverse Mercator:
Name of nearest waterbody: Taggart Creek
Name of nearest Traditional Navigable Water (TNW) Into which the aquatic resource flows: Catawba River
Name of watershed or Hydrologic Unit Code (HUC): 03050103
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 STTE EVALUATION (CHECK ALL THAT APPLI~:
Office (Desk) Determination. Date: August 3, 2007
Field Determination. Date(s): August 1, 2007
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There 4i•e "~ "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area. [Required]
Waters subject to the ebb and flow of the tide.
[~ Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There "waters of the U.S" within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): ~
TNWs, including territorial seas
[~ Wetlands adjacent to TNWs
Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs
Non-RPWs that flow directly or indirectly into TNWs
Q Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
[~ Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non-wetland waters: 1,6501inear feet: 2-6width (ft) and/or acres.
Wetlands: acres.
c. Limits (boundaries) of jurisdiction based on: I9~8'filttelinhnutia „~~
Elevation of established OHWM (if known):
2. Non-regulated waters/wetlands (check if applicable):3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
' Boxes checked below shall be supported by completing the appropriate sections in Section III below.
2 For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
s Supporting documentation is presented in Section III.F.

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
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 waterbody° is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Secrion IH.BZ for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.C below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: R'iel~ 1is
Drainage area: 1'ic1~:Li
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
^ Tributary flows directly into TNW.
^ Tributary flows through ,~~,,, tributaries before entering TNW.
Project waters are "~ river miles from TNW
_~
Identify flow route to TNWS:
Tributary stream order, if known:
Project waters are `river miles from RPW.
Project waters are ~is# aerial{straight) miles from TNW.
Project waters are aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
' 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 tnbutary b, which then flows into TNW.

(b) General Tributarv Characteristics (check all that annlv)'
Tributary is: ^ Natural
^ Artificial (man-made). Explain:
^ Manipulated (man-altered). Explains
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: Pick List.
Primary tributary substrate composition (check all that apply):
^ Silts ^ Sands
^ Cobbles ^ Gravel
^ Bedrock ^ Vegetation. Type/% cover:
^ Other. Explain:
^ Concrete
^ Muck
Tributary condition stability [e.g., highly eroding, sloughing banks]. Explain:
Presence of run/riffle/pool complexes. Explain:
Tribut eome
anY g ttY~ ~. .
Tributary gradient (approximate average slope):
(c) Flow:
Tributary provides for: PCel~Lis~
Estimate average number of flow events in review azea/yeaz. „irk.li
Describe flow regime:
Other information on duration and volume:
Surface flow is: Pl€_l=.i Characteristics:
Subsurface flow: 'ick~i's~. Explain findings:
^ Dye (or other) test performed:
Tributary has (check all that apply):
^ Bed and banks
^ OHWM6 (check all indicators that apply):
^ cleaz, natural line impressed on the bank ^
^ changes in the character of soil ^
^ shelving ^
^ vegetation matted down, bent, or absent ^
^ leaf litter disturbed or washed away ^
^ sediment deposition ^
^ water staining ^
^ other (list):
^ Discontinuous OHWM.' Explain:
the presence of litter and debris
destruction of ten'estrial 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):
[Q High Tide Line indicated by: Mean High Water Mazk indicated by:
^ oil or scum line along shore objects ^ survey to available datum;
^ fine shell or debris deposits (foreshore) ^ physical markings;
^ physical mazkings/chazacteristics ^ vegetation lines/changes in vegetation types.
^ tidal gauges
^ other (list):
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is cleaz, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:
6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
'Ibid.

(iv) Biological Characteristics. Channel supports (check all that apply):
^ Riparian corridor. Characteristics (type, average width):
^ 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: Pik,: % st. Explain:
Surface flow is: P%k Gish
Characteristics:
Subsurface flow: " k ~`°' . Explain findings:
^ Dye (or other) test performed:
(c) Wetland Adiacencv 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 Fl~l:)';is river miles from TNW.
Project waters are Pick;1'~ aerial (straight) miles from TNW.
Flow is from: Pick L,``''.
Estimate approximate location of wetland as within the Pic)t'l'.i~~ floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain:
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
^ Riparian buffer. Characteristics (type, average width):
^ Vegetation type/percent cover. Explain:
^ Habitat for:
^ Federally Listed species. Explain findings:
^ Fish/spawn areas. Explain findings:
^ Other environmentally-sensitive species. Explain findings:
^ Aquatic/wildlife diversity. Explain.findings:
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis: r moi~~
Approximately ( )acres in total are being considered in the cumulative analysis.

For each wetland, specify the following:
Directlv abuts? (Y/Nl Size (in acresl Directlv abuts? (Y/N) Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NE<YUS 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 aze 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 IILD:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLE:
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: lineaz feet width (ft), Or, acres.
Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: Stream A flows west across the project area until its offsite confluence with Taggart Creek
(Figure 1, enclosed). Stream A exhibited average ordinary high water widths of 2 to 6 feet, moderate groundwater flow, and
significant stream substrate and habitat. Biological sampling within this channel resulted in a weak presence of benthic
macroinvertebrates and a moderate presence offish and amphibians. Stream A scored 47 out of a possible 100 points on the
USACE Stream Quality Assessment Worksheet and scored 32 out of 71 possible pints on the NCDWQ Stream Classification
Form, indicating perennial status (SCP 1, enclosed). Photographs of Perennial Stream A aze enclosed as Photographs A and B.

~~ 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 IILB. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: 1,6501ineaz feet width (ft).
I_j Other non-wetland waters: acres.
Identify type(s) of waters:
Non-RPWs$ 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 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:
Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Q 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 IILB and rationale in Section IILD.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands that do not directly abut an 12PW, 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 aze jurisidictional. Data supporting this
conclusion is provided at Section IILC.
Provide acreage estimates for jurisdictional wetlands in the review azea: 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 IILC.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
Q Demonstrate that impoundment was created from "waters of the U.S.," or
Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
[~ Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLE:to
Q; which are or could be used by interstate or foreign travelers for recreational or other purposes.
BSee Footnote # 3.
9 To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook
10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPAMemorandum Regarding CWAActJurisdiction FollowingRapanos

from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
(^ Tributary waters: linear feet width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
^, Wetlands: acres.
F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLI~:
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): lineaz 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" standazd, where such
a finding is required for jurisdiction (check all that apply):
Non-wetland waters (i.e., rivers, streams): lineaz feet, width (ft).
Lakes/ponds: acres.
Other non-wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply -checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:
Data sheets prepazed/submitted by or on behalf of the applicantlconsultant.
^ 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:7.5 Minute Topographic Map Series, Charlotte West Quadrangle, North
Carolina, dated 1996.
USDA Natural Resources Conservation Service Soil Survey. Citarion:NRCS Soil Survey of Mecklenburg County, North Carolina,
Sheet No. 6, dated 1976.
National wetlands inventory map(s). Cite name:
[~ State/Local wetland inventory map(s):
^ FEMA/FIRM maps:
100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: ^ Aerial (Name & Date):
or ®Other (Name & Date):see attached report.
Previous determination(s). File no. and date of response letter:
s Applicable/supporting case law:

Q Applicable/supporting scientific literature:
[~ Other information (please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Bristol Drive Channel Improvement Project Date: 08/01/07
Applicant/Owner: City of Charlotte Storm Water Services County: Mecklenburg
Investigator(s): Ron Johnson, PWS, and Tony Nardo State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: u land
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: 1
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species
1 Liriodendron tulipifera Stratum
tree Indicator
FACU Dominant Plant Species Stratum Indicator
9
2 Quercus rubra tree FACU 10
3 Quercus alba tree FACU 11
4 Ligustrum sinense shrub FAC 12
5 Prunus serotina tree FACU 13
6 Liquidambar sryraciflua tree FAC+ 14
7 Lonicera japonica vine FAC- 15
8 16
Percent of Dominant Species that are OBL, FACW or FAC
29%
Remarks:
Less than 50% of the dominant
plant species are FAC or wetter.
HYDROLOGY
Recorded Data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
Saturated in Upper 12 Inches
Water Marks
Drift Lines
Field Observations: Sediment Deposits (on leaves)
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: N/A (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
No indicators of wetland hydrolosv are present.
Routine On-Site Data Forms Page 1 of 2 8/8/2007

•
•
SOILS
Map Unit Name
(Series and Phase): Cecil-Urban land complez, 2 to 8 percent slopes Drainage Class Well drained
Field Observations
Taxonomy (Subgroup): thermlC T is Kanha ludults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(Inches) HorlZOn (Munsell Moist (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 B 2.5Y 3/4 2.5Y 6/6 few, distinct sandy loam
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List (Inclusions)
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
No indicators of hydric soils are present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle)
etland Hydrology Present? Yes No
(Circle)
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Data point is representative of a non-iurisdictional upland area
Approved by HQUSACE 2192
Routine On-Site Data Forms Page 2 of 2
aiai2oo~

~~
.~ ~~
NCDENR
North Carolina Department of Environment and
Michael F. Easley, Governor
August 6, 2007
Mr. Anthony W. Nardo
Carolina Wetland Services
550 E. Westinghouse Blvd.
Charlotte, NC 28273
William G. Ross Jr., Secretary
Subject: Bristol Drive Channel Improvement Project; Charlotte, Mecklenburg County
CWS Project No. 2007-1999
Dear Mr. Nardo:
The Natural Heritage Program has no record of rare species, significant natural communities, or
significant natural heritage areas at the site nor within a mile of the project area. Although our maps do
not show records of such natural heritage elements in the project area, it does not necessarily mean that
they are not present. It may simply mean that the area has not been surveyed. The use of Natural
Heritage Program data should not be substituted for actual field surveys, particularly if the project area
contains suitable habitat for rare species, significant natural communities, or priority natural areas.
You may wish to check the Natural Reritage Program database website at www.ncnhp.org for a listing of
rare plants and animals and significant natural communities in the county and on the quad neap.
NC OneMap now provides digital Natural Heritage data online for free. This service provides site
specific information on GIS layers with Natural Heritage Program rare species occurrences and
Significant Natural Heritage Areas. The NC OneMap website provides Element Occurrence (EO) ID
numbers (instead of species name), and the data user is then encouraged to contact the Natural Heritage
Program for detailed information. This service allows the user to quickly and efficiently get site specific
NHP data without visiting the NHP workroom or waiting for the Information Request to be answered by
NHP staff. For more information about data formats and access, visit <www.nconemap.com/data.html>,
or email NC OneMap at <[e-mail]>.
Please do not hesitate to contact me at 919-715-8697 if you have questions or need further information.
Sincerely,
Harry E. LeGrand, Jr.,Z,oologist
Natural Heritage Program
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone] FAX: [phone] Internet: vrww.enr.state.nc.us/ENR/
An Equal Opportunity I Affirmative Action Employer - 50 % Recycled 110 °~ Post Consumer Paper
Natural Resources
ne
o Carolina
atura!!~

Bristol Drive Channel Improvement Project
~~•~tionwidc E'ermit bus D3 •uui ~7 Protect No. 2007-1999