20071095 Ver 1_401 Application_20070607

Q 7 1 0 9 5
June 14, 2007
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Wildlands, Inc.
PAYMENT
Ms. Cyndi Karoly RECEIVED
NCDENR/NCDWQ
Wetlands/401 Water Quality Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: Pre-Construction Notification Form -Section 404/401
Briar Creek Enhancement Project, Charlotte Country Club, Mecklenburg County, NC
Dear Ms. Karoly:
Please find enclosed seven copies of our PCN package for the subject property. We have
included the following supporting data:
• PCN form,
• USGS and soil maps
• Existing conditions and design summary, and
• 8.5" x 11" copy of 60% plan set.
The goal of the project is to enhance the ecological function of the existing 1,435 linear feet of
Briar Creek located on the Charlotte Country Club golf course in Mecklenburg County. The
proposed work includes removal of the existing riprap on Briar Creek and reconstruction of the
banks using various boulder structures, stabilization measures and vegetative planting.
The same information has been submitted to the Asheville Regulatory Office of the US Army
Corps of Engineers. If you have any questions, please contact me at [phone].
Sinc rely,
Lloyd A Dixon
Project Manage
Qr~c~r~ad~~
JUN 2 0 2007
pENi~ - WAT~Ft QiiAL17Y
Y~ETLNdD3 AND STOft~ATER BRANCH

Charlotte Country Club Briar Creek Enhancement Project
Existing Conditions and Design Summary
Beginning in the spring of 2007 the Charlotte Country Club began a significant
renovation of its 18-hole golf course. As part of the renovation, the Charlotte Country
Club identified areas targeted for flood reduction and stream enhancement. These areas
include the enhancement of Briar Creek.
1.0 Watershed Assessment
The project site is a 1,435 linear foot rip rap lined section of Briar Creek located on the
Charlotte Country Club golf course as shown on Figure 1 and the attached photo log.
After flowing through Charlotte Country Club, Briar Creek enters Little Sugar Creek,
which flows through central and southern Mecklenburg County. Little Sugar Creek then
enters Sugar Creek, which joins with the Catawba River east of Rock Hill, SC.
The Briar Creek watershed upstream of the project site is 8.2 square miles and is close to
built-out capacity, comprised primarily of older residential developments. The land use
within the watershed boundary includes residential (74%), woods/brush (14%),
commercial (6%), institutional (3%), industrial (2%).
1.1 Soils
The soils surrounding and within the project site are primarily aCecil-Urban land
complex and a Cecil sandy clay loam. Cecil soils form in residuum from felsic
rock. They are very deep and well drained. Urban land soils consist of areas where
the original soils have been cut, filled, graded, or paved to the extent that a soil type
can no longer be recognized. Floodplain and stream soil types are predominantly
composed of Monacan soils and Arents, and Cecil sandy loam clay. Monacan soils
are very deep and somewhat poorly drained. Arents consist of areas that are
covered with from 2 to 8 feet of fill material in order to improve the drainage and
raise the area above the level of flooding. Figure 2 illustrates the soils on the
project site.
1.2 Geology
The Charlotte Country Club lies within the Charlotte Belt, which is comprised
mainly of metavolcanic and plutonic rock types. The geology within the Charlotte
Country Club project site primarily consists of a metamorphosed mafic complex.
The mafic complex includes metamorphosed equivalents of gabbroic and ultramafic
intrusives, hypabyssal and probably extrusive basalts.
2.0 Existing Drainage Conditions
The Briar Creek project reach is approximately 1,435 linear feet. It is a rip rap lined
channel bisecting the Country Club property that has been straightened in the past.
This portion of the channel is devoid of any significant vegetation growing on the
banks and has little aesthetic charm. The watershed drainage area for Briar Creek at
Charlotte Country Club Briar Creek Enhancement Project
Existing Conditions and Design Summary

the Country Club is approximately eight square miles and is comprised almost
entirely of urban residential development. Storm water peak discharges within the
Briar Creek system rise and fall quickly due to the large percentage of impervious
area in the watershed. Storm water flows often fill the entire channel and spill onto
the adjacent floodplains (fairways). The existing channel has 2:1 side slopes and is
approximately 45 feet wide at the top with a bottom width of nearly 15 feet. The
depth of the channel varies from just over five feet near the upper extent of the project
and almost 10 feet at the downstream end. Despite the high flow velocity and large
volume of water flowing through the system, the channel has remained very stable
through the property due to the rip rap bank protection. The bed of the creek appears
to have hit bedrock in many areas and therefore has remained vertically stable. There
are also significant bedrock outcroppings in the banks of the channel at the lower
portion of the project reach.
There are a series of bridges that span the creek throughout the project area. Most
bridges are at an elevation high enough to keep them from being affected by annual
flood flows. The current maintenance requirements of the channel are limited to
spraying the banks with herbicide to minimize the weed population and debris
removal from the top of banks after a heavy storm.
3.0 Enhancement Constraints and Feasibility
Enhancement opportunities for Briar Creek come with significant constraints. Two
sanitary sewer lines are located parallel Briar Creek on the left and right banks above
the project boundary. Near the eastern project boundary, the northern line passes
under Briar Creek and joins with the southern line forming a single 27 inch sanitary
sewer line parallel to the channel for approximately 1,325 LF before exiting the
project area. A second sanitary sewer line installed on the north bank of Briar Creek
runs parallel to the channel from near the 11th hole pond to the end of the project
boundary. At the downstream end of the project, at the 5th and 8th hole fairways, the
sewer is near enough to the creek and shallow enough that excavating a bankfull
bench is not feasible. The bench elevation will be adjusted in these areas to
accommodate the existing sewer lines.
The existing cart and pedestrian bridges present challenges to construction and limit
the potential grading of continuous floodplain benches on the banks of Briar Creek.
Removing the rip rap protection from the banks of the channel creates potential
instability issues that will be managed by installing boulder structures in the bed and
planting terraces creek banks. In addition to installing stone structures in the channel,
the banks will require extensive installation of herbaceous plant material. The
combination of stone and extensive planting will help provide the stability required of
a large urban channel. The recommended planting density for Briar Creek is 4-6
plants per square yard.
Charlotte Country Club Briar Creek Enhancement Project
Existing Conditions and Design Summary

4.0 Proposed Improvements
Enhancements to the Briar Creek channel will include removing the riprap bank
protection, excavating floodplain benches, installing boulder structures, and
stabilizing the bank and bench areas with flood tolerant ornamental vegetation. Due
to the significant restrictions imposed by the golf course architect, existing sewer line
locations, and location of bridges spanning the creek, the proposed floodplain bench
areas and elevations will be limited in scope.
In-stream structures will be installed in areas where near bank shear stress is expected
to be highest, where a change in the bed elevation is desired, or where a significant
change in flow direction takes place. Proposed structures include cross vanes, j-hook
vanes, constructed riffles, and a boulder toe. In addition to in-stream structure
installation all channel banks exposed during the process of riprap removal will be
backfilled and stabilized with atopsoil/mulch combination, coir fiber matting,
boulder reinforcement (as needed), and extensive seeding and planting. The use of
coir matting and seeding the channel will provide short-term stability to the banks,
while planting deep rooting vegetative material will provide long-term structural
stability to the system. Additional information concerning the proposed plant species
is located in the attached 60% plan set.
There are multiple areas of the site where bedrock is present in the banks and
potentially just under the surface of the sod. In these areas, the floodplain bench will
be excavated to expose the rock where practicable. Excavation of topsoil to expose
bedrock in the floodplain will be restricted in certain areas where minimum cover
requirements for the sanitary sewer would be violated if cover material was removed.
The portions of the site where a floodplain bench is excavated into the hillside will
have dry stacked stone walls installed to transition from the bench elevation to the
existing ground elevation. Native field stone will be used for the walls, which will
provide an aesthetically pleasing transition between elevations. Portions of the wall
where significant grade changes occur will be terraced to prevent excessive wall
height and avoid creating areas that may present a fall hazard.
The overall design of this enhancement project includes removing the riprap bank
protection, excavating floodplain benches, installing boulder structures, and
stabilizing the bank and bench areas with flood tolerant ornamental vegetation. This
work will stabilize the channel while also improving the habitat and water quality of
the stream.
Charlotte Country Club Briar Creek Enhancement Project
Existing Conditions and Design Summary

p 7 1 0 9 5
Office Use Only: Form Version March OS
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not ApplicatlD~1'~~nLv~~)
I. Processing RECEfVED
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 27
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: ~]
D~ ~"'~ ~.
II. Applicant Information
JUN 2 0 2001
1. Owner/Applicant Information
Name: Mr. Damon DiOrio DENR ; WATER ~ ~R B~RA~~
SIB 5TH
Mailing Address: Charlotte Country Club
2465 Mecklenburg Ave
Charlotte, NC 28205
Telephone Number: 704-334-0836 Fax Number: 704-334-0073
E-mail Address: ddiorio(a~charlottecountryclub.org
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: Lloyd A Dixon
Company Affiliation: Wildlands. Inc.
Mailing Address: 1514 S. Church Street
Suite 107
Charlotte. NC 28203
Telephone Number: 704-726-9314 Fax Number:
E-mail Address: ldixon(a~wildlandsinc.com
Updated 11/1/2005
Page 1 of 8

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
USAGE 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: Briar Creek Enhancement Project
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 09515147
4. Location
County: Mecklenburg Nearest Town: Charlotte
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): From I-77 South, take I-
277 S then take the Brevard St/Davidson St/McDowell St Exit. Take a slight left onto l ltn
St Turn left onto N Caldwell St. Stay strai t to go onto Parkwood Ave. Turn right onto
the Plaza. Turn left onto Mecklenburg Ave. End at 2465 Mecklenburg Ave.
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): Upstream 35.227469 °N 80.786072 °W
Decimal Degrees (6 digits minimum): Downstream 35.225989 °N 80.790136 °W
6. Property size (acres): approximately 248.32 acres
7. Name of nearest receiving body of water: Little Sugar Creek
8. River Basin: Catawba
(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/adminlmapsl.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: This enhancement project is located within the golf course
of the Charlotte County Club. The Country Club is located in a fully developed, residential
Updated 11/1/2005
Page 2 of 8

area of the City of Charlotte (Figure 1). The project site includes 1435 linear feet of Briar
Creek that is currently lined with riprap (Photo log,). The site is described in further detail in
the attached Existing Conditions and Design Summary.
10. Describe the overall project in detail, including the type of equipment to be used:
Enhancements to the Briar Creek channel will include removin the riprap, excavating
floodplain benches installing boulder structures and stabilizing the bank and bench areas
with flood tolerant ornamental vegetation. Due to significant restrictions such as the existing
sewer line locations and location of bridges spanning the creek, the proposed floodplain
bench areas and elevations will be limited in scope. The project is described in further detail
in the attached Existing Conditions and Design Summary.
11. Explain the purpose of the proposed work: The purpose of the project is to enhance 1435
linear feet of Briar Creek through the removal of the existing riprap on the creek and
reconstruction of the banks using various boulder structures, stabilization measures and
vegetative planting This work will stabilize the channel while also improving the habitat
and water quality of the stream. This site was selected based on its probability to restore
quality stream habitat where it has ceased to exist.
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 NWP was requested for the Charlotte Country Club Drainage Enhancement Design by the
Charlotte Country Club on May 1 2007. The Drainage Enhancement project included
stabilization work to be performed on unnamed tributaries and maintenance on an existing pond
located on the golf course. The enhancement work on Briar Creek proposed here is being
performed separately
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.
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
Updated 11/1/2005
Page 3 of 8

listed separately in .the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
The Briar Creek Project includes the enhancement of 1,435 linear feet of riprap channel. The
impacts will be temporary as the riprap is removed and various boulder structures and vegetation
are added to the stream and floodplain. See plan sheets for more detail.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) (yes/no) (linear feet)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: NA
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
perennial or Average Impact Area of
Number Stream Name Type of Impact
Intermittent? Stream Width Length Impact
(indicate on map) Before Impact (linear feet) (acres)
1 Briar Creek Temporary - perennial 30 1435 0.99
Enhancement

Total Stream Impact (by length and acreage) 1435 0.99
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Impact Type of Waterbody Area of
Updated 11 / 1 /2005
Page 4 of 8

Site Number
(indicate on map) (if applicable) (lake, pond, estuary, sound, bay,
ocean, etc.) Impact
(acres)

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.99
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres) 0.99
Total Stream Impact (linear feet): 1,435
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the 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.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Current land use in the vicinity of the pond:
Size of watershed draining to pond: NA
NA
Expected pond surface area: NA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe 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.
The nroiect constitutes a positive impact as it will enhance stream function and habitat by
improving bed features in the stream and adding vegetation along the banks and floodplain.
Construction practices will follow guidelines from the NC Erosion and Sediment Control
Planning and Design Manual
VIII. Mitigation
Updated 11/1/2005
Page 5 of 8

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 maybe 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 USAGE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina (see DWQ website for most current
version.).
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
NA
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://www.nceep.net/pages/inlieureplace.htm. If use of the NCEEP is proposed,
please check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount ofNon-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
Updated 11/1/2005
Page 6 of 8

IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ^ No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
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 )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. NA
XI. Stormwater (required by DWQ)
Updated 11/1/2005
Page 7 of 8

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.
This project involves work in the stream only. No impervious area will be added during this
prof ect.
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.
NA
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http:f/h2o.enr.state.nc.usfncwetlands. If no, please provide a short narrative description:
This stream enhancement project is located within the Charlotte Country Club and therefore will
not be increasing development on the site or in the fully developed surrounding area.
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).
NA
4A~ U~~IQ~0 l,fU bl~~lp7
'Agent's Signature ~ Date
is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 8 of 8

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IC ± ~~-- Legend Figure 1 USGS Topographic Map
,,~ Project Reach Q ~ ~ ~ ~ ~ Charlotte Country Club
{fr~'.. Briar Creek Enhancement Project
~` wi~d~ands, ~~~. ~„,,,; Charlotte Country Club Property
1514 S. Church St.
Suite 107 Streams
Charlotte, NC 28203 ~~
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0 1,000 2,000 4,000 ciinxu~rrt: Cou;~rxv ctra
~* Feet

Soils
CeB2, Cecil sandy clay loam
CeD2, Cecil sandy clay loam
_ CuB, Cecil-Urban land complex
- CuD, Cecil-Urban land complex
- MO, Monacan soils
_ MS, Monacan soils and Arents
Ur, Urban land

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` 1514 S. Church St ~^ ^ ^ ^ ^ ^ ~
Suite 107 ~^^^^^r Charlotte Country Club Property
Charlotte, NC 28203
0 250 500 1,000
~ - ~~ Feet
Figure 2 Soils Map
Charlotte Country Club
Briar Creek Enhancement Project
~~ CHARLOTTE COLNTR I' CLLR

Briar Creek Enhancement Photo log
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Photo 3: Briar Creek after thunder storm

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PROJECT REiERENCE N0.
110 5
Construction and Erosion Control Sequence Erosion Control Notes PRaJEti ENaiNEER

The following construction sequence shall be performed In general accordance with the implementation of the
The following c nstruction sequence shall be performed in general accordance with the implementation of the LAD
Charlotte Country Club Restoration design plans. Charlotte Country Club Restoration design plans. PvRO.EO sY
x
7. Obtain Grading and Erosion Control plan approval from the City of Charlotte Engineering Department. 1. On-site burial pits require an on-site demolition tan afill permit from the Zoning Admin istratar. SDW
2. Set up an on-site pre-construction conference with Erosion Control Inspector of the City Engineering 2. Any Grading beyond the denuded limits shown on the plan is a violation of the City/County Erasion Con trot aArt
Department to discuss er control measures failure to schedule such conference 48 hours prior to any
~l Ordinance one is subject to a fine. O6 14 07
land disturbing activity is a
olation of Chapter 17 of the City Code and is subject to fine.
3. Grading more than one ac without an approved Erosion Control Plan is a violation of the City/County vnEOUrvos, we
3. Install silt fence, tree protection, rock th eck dams, and other measures as shown on plans, clearing only as Erosion Control Ordinance and is subject to a fine. i5t1 SW iH CHURCH SiREEi

necessary to install these devices. SUITE lOJ
CHAREaT1E, rvc 2B]O.l
4. All areas ust be seeded and mulched within 21 calendar days. Refer to Erosion Control Ordinance for
r rEE: zoo->ss-s.tla
a. Call for o -ste I tion h Ins tar, When d, Ins far issues the Gradin Permit and clearin
nspec y pec approve pec g g additional
requirements.
and grubbing may begin.
5. Additional measures to control erosion and sediment may be required by a representative of the City
5. Use existin It cat the tar tem treom crossin and construction access
g go r pa porory s gs Engineering Department.
6. The contractor shall diligently and continuously maintain all erasion control tlevices and structures. 6. Slopes shall be graded no steeper Than 2'1. Fill slopes greater than 10~ require adequate terracing [CLDSM
7. 6th Hole- Be nstruction at downstream t extent and cream. Cam lele all off-line
gin c projec progress ups p p30.16].
aches o1 the channel c nstruction prior to beginning an-line reaches. All on-line channel construction
shall be completed using a pump around system. 7, q grading plan must be submitted for any lot grading exceeding one acre that was not previously ap Droved.
8. Driving Range/18th Hole: Drainage pipe replacement shall begin at the upstream extent and proceed 8. Approval of this plan is not a autharizotion to grade adjacent properties. When feld conditions warrant
downstream. All work in live channel shall be completed using a pump around system. off-site grading, permission must be obtained from the affected property owners.
9. Pond re-grading shall take place using a pump around system. Spoils material shall be disposed of per g. The developer shall maintain each stream, creek, or backwash channel in a unobstructed state and shall
n
Grading Permit GRS2007075. remove from the channel and banks of the stream all debris, logs, timber,
junk and other accumulations.
10. Stock le exce s excavated material in desi ted stock le areas Verif and maintain rote t of silt fence
p
gna pi y grl y 10. Any construction or use within the Future Conditions Flood Fringe Line is subject to the restrictions imposed
e
along xisling stream side of stockpile areas. by the Floodway Regulations of the City of Charlotte and Mecklenburg County.
11. Construct in-stream structures per plans ono in conjunction with streambank stabilization measures.
12. Seed, mat, and mulch all disturbed areas within 5 days otter construction activities are complete.
73. Coordinate with Erosion Control Inspector prior to removal of erosion control measures.
14. Demobilize grading equipment tram the site.
15. Seed, mulch, and stabilize all staging areas, stockpile ore and access points.
16. All a ontrol m shall be t nslrutted in cortlance with the N. C. Erosion and Sediment Control
a
a
planning
and Design Manuals U. S- Dept.
of Agricullures City of Charlotte Erosion Control Ordinance, and the
Charlotte Land Development Standards Manual.
17. Thee and sediment control m shown on the plan a hat intended to be all inclusive
u
throughout the grading work. Additional
e and sediment control m may be required to ontrol
sediment runoff during different phases of the grading operations. The contractor is to install or provide
necessary sediment control devises on an os needed basis or as directed by the Inspector.
LEGEND OF SYMBOLS
- Z;I~ PROPOSED BASELINE OF CONSTRUCTION PARCEL BOUNDARY { X) EXISTING TREE TO BE REMOVED PROPOSED CONSTRUCTED RIFFLE e
X X D7
PROPOSED GRADING CONTOUR E%ISTING ROAD/PAVEMENT ~ ~ } EXISTING TREE TO BE PROTECTED RIP-RAP REMOVAL/BANK
STA6ILIZATI ON
- ---~~~--- EXISTING MAJOR CONTOUR EXISTING TRIBU TARV ~ TEMPORARY ROCK CHECK DAM ~ PROPOSED CROSS VANE
NNN 9 01
EXISTING MINOR CONTOUR ~7..... E%ISTING EDGE OF WOODS ~L-- FLOW DIRECTION
NOTE.

FEMA FLOODPLAIN o- o- PROPOSED SILT FENCE e
~r'T.'71 PROPOSED FLOODPLAIN BENCH 1. iOPOGRAPhiY SHOWN IS FROM
MECKLENDURG COUNTY 2002.
D2 [~~~ EXCAVATION AND RIPARIAN PLANTING
AREA
- - - FUTURE FLOODPLAIN PROPOSED LIMITS OF DISTURBANCE
-- ' - FEMA FLOODWAY
CHARLOTTE COUNTRY
-- COMMUNITY FLOOD WAV
CLUB BRIAR CREEK
REFERENCE SHEET

STOP
CONIHA i0R SNAIL CNlACi
'NORM CMOUNA aNE CALL' At
i-B00-fiJ~-19A9 ftMt
A595lANCE i LOCATING AV
fxIST
6LGN N CCN
STOP
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SCALE
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NOTE.
COMMUNNY ENCROACHMENt LINE
MUST BE MARKED AND MAIN IAINED
UN ill FINAL GRADING IS COMPLETED.

STOP PROJECT REFERENCE N0.
"
PROJECT ENGINEER
LAD

CONTRA TOR SMALL ONTACi
'NGRTM cAxauNA oNE cnu' AT
1-600-b]}-4949 FOR PPROrEp er
A SDW
ASSISi.WCE IN LOCARNC ANY
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BEGINNING CON9TNUCPON
Q6 14 07
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1514 SW iM CHURCH S1FEEi
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CLUB BRIAR CREEK
NOTE:
couuuwTV ENCaoncMNENT IwE 2D ~.?t
~ SITE PLAN
uun vwelACeaowc°sMCOUa~Ei°D. rL~ll
scn~E (rT) BRIAR CREEK

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STOP
canmA toP sPAU wrnci
'NOR iN CAPOLINA ONE Glt' Ai
1-BOb6}]_A919 FOP
AB9BTANCE IN LOCAPNC PNY
F%IS11NG OIIUIIES PRIOR IO
BEGINNING CONBiNUC110V
STOP
NOiE:
CpAMUNI iY EN CflOACMMENt UNE
MUST BE M RKEO A MAirvTAiNEO
UNTIL FINAL GRADING DIS COMPLE IED.

~ \ \ \ ~
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STOP
CONiR iON SHALL giiACi
'NORnI CAROLINA ONE GLL' A!
I-B00-fiJ2-4919 fOn
asssrnncE In Lannxc ,w
Fzlsnxc ununcs m
BFLIxxIHG LgiBIRUCnONiO
STOP
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---- -

STOP PROJECT REFERENCE n0. SnEEi N0.
„
PROJECT EnOwEER
ono
CI]N1RA i0R SHALL QNTACI
'NORTH CARttINA ONE CALL' Ai
I-000-6]1-l9l9 FOfl AP $DW RY
A555TANCE IN LOCAPNC ANY
E%IS11NG UTILITIES PRIOR i0
BEGINNING CONSIRUCRON pgiE
°( 14 °~

N1l-LANOS, INC
151/ SW TH CHURCH SWEET

/ ~~ \
i

R1RE FLOODPIAIN

~

TOP SUITE lOJ
CHARLO1lE. NC 2010]
TEE. 10/-116-9J1/

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CHARLOTTE COUNiRY
CLUB BRIAR CREEK
a,°
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scn~E (FT) ~ BRIAR CREEK

RO~ECT REFERENCE NO
110

\ FRO.IECi ENGINEER
\
`NtURE ROODaLAIN I LAD
J
~ _, aaRO~o eY
A SDW
\
FEMA FLOODPLAIN
~ TE
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~ / -~ NII-LANOS, INC
1514 SOUTH CHURCH STREET
- -asp - -

~~ smrs log
CHARLOTTE. NC ]810]
lEL )04-)26-9314
/
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COMMUNITY FLOOD WAY
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coNmA roR sNUL wort
'NORM GROMNA ONE GLL' Ar
I-BOO-6]1-4949 FOR 20 q zo ao
A696TANCE IN LOCATING INY
Exlsnnc unun6s RRIOR ro SCALE ~FT~
RECIN ING CONfi1RUCnON
CHARLOTTE COUNTRY
CLUB BRIAR CREEK
STOP PLANTING PLAN
BRIAR CREEK

F'lonl lis', Chalo ae
(; r.unlry CIu6
Shrubs
Sc~e~FPc Name Crmmor Ver^e c~ng
C O CnC ACC _Iy^ y n clan
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'tea v~glnicc ~rys Ccmei eetsp;-c n plea
a F011~5 t~s Swamp 2
Symphorcccrpcs c c,~lnt.,s Cc~e'..ce~~y

Ci~OSSE"~5
Carex I, stage 18" OC
f sccge tfi" Of,
C' x~ g i^ICns;s scagc Ifs" l; (:
Cerex pencue Wce Ding seege 1fi" OC
C uex ^f~~ctc serge rfi" OC

the c['~fo 'i.;m ~ ve oats ~ OC
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E%ISTING GRADE
GRADE
SECTION X1
PROPOSED
PROPOSED STONE EXCAVATED
WALL AT BACK BENCH
OF BENCH
D'(TYP
PROPOSED BANK
3.5(1 W PLANTING
EXISTING GRADE ~ I rr/ '`
~'1 -•...
2.8' _. _ ..72
-- NORMAL WATER SURFACE
27~ SANITARY SEWER ~ ~ _ - - ~ -~- ~ - -~
SECTION X2
s' o s' i o
SCALE (FT)
27~ SANITARY SEWER -'~ ~ '

PROPOSED STONE
PROPOSED WALL AT BACK -
E%CAVATED OF BENCH
BENCH
E%ISTING GRADE
PROPOSED BANK
__
__ PLANTING
~
55.2' ~~-'

" NORMAL WATER SURFACE
SANITARY SEWER -
27 - - - _ _ _ _
SECTION X3
_. ~ 2'MIN
,_ 10.0'-F71-I
' ~ 15" SANITARY SEWER ~ I~
~. - -. - Ecl 11.G GKAOE /.
PPDFOSEC
' - :A2ADE
BEDROCK OUTCROP,
E%TENT UNKNOWN
PROPOSED BANK
SLOPE GRADING
AND PLANTING
EXISTING
0' 0 5' 10'
SCALE (FT)

~1CONSTRUCTED RIFFLE
D1
NTs
Ar ELEVATION POINT HEAD OF
4 I RIFFLE
1 12~ NOM. TIICKNE55 DF
IMPORTED NATIVE RIVER
TOE OF ROCK MATERIAL
SLOPE R ~ ~~ B' R/ HEAD OF
(TYP) 88 POOL
TOP OF 8B
SANK (lYP) ~~~ aF rF1E CU55 1 ROOK 4LL' i 5 MIN
2' NOM. DEPTH
ROCK
saL(nP) a ~'3 PROFILE A-A'
C N~~~~
OP OF
L BANK (TW)
A'
PLAN VIEW
SECTION B-B'
NDTe
Au RIFnE NAm,lu sNAU BE N,s. cRABEO RoaNOm
A. BE Aooco
E sroiiE,` sEOm ciEO evixiixaN¢R, rRwR
CROCK CROSS VANE
~~NTs
wss I sraNE
SHE ~~, r1~,~1~---~~HA~NFL ~D ~
aN-vTE Auµwu _
(NCH_NONFM) 6 MINIYV
T9E ~F.A9MC M I~ WIDER. A'KJ'It2' NIN. A ~ I ~ ~,
A'
SECTION A - A' ,
~~`\
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1 \ I
~ T
B 10B
e
TDP a- BANR~ noac R u Roocs ro
/~ OFx BAVKNLL HEI
AN BED -
TW~E BCOt F~ 2 DLlER
ttwss 1 5 E we (NDN-wvEN)
PROFNa~VIEW B-8'
caos~
NO GAPS
BETN£EN
BOULDERS
PLAN
POOL TO BE iu.~ winnwro m ENE wsTH o< THE eoTTON FaoTw Rant ANO THEN uFSTFEAM
E%CAVATED PER ~ A MwUN ~ 4% FEET.
PROFILE gliTMxpl ~ GN 9p EDFVVNIE MuMBE1MEEN~ ~NRM~AI10 SIXEAM BAN~~ BE PLACN
1. STmMTINa AT BBNNNLL. FaOTER ROD16 91ALL BE PULfD FIRST AND THDY HFADER ROIMB.
AN E%T~xRAEBgADE~RxENA~V xBE PUOCfD iN BCWxR POaL FFw HAUM~AT IYPErtmENAENT, PER
s_ ExaIN¢as oIRECTwH.
T mP R.w Au BE used To Ru wvs o~wsT~ANSB~Ea~ uxRS. cuss A
B. Du'~EOR vAnTM n/~-s ~ ~" ro~'ETxEiv n~w"EO~F TMDe T°FaP of TBi'xc Di:xom R'/ o . ~

HOOK ROCK VANE
t MDTI ~ 1 ~J BHOTLW
FLOW BEINEEN HOOK ROCKS.
xo TD ~ TOP OF HOq( ROCKS
` SHWLO SIT 3' ABOVE
BASENOW
ELFVARW
POINT
t/z To J/e A , I/z ro J/a
BANKNLL STAGE BANKNLL
A ELEVATION POINT STAGE
NO GAPS .T HEADER ROCK
TOE OF BANK BETWEEN S
BWLDERS ROW-~ SLOPE-~
BTREAMBED _
ELEVATIO _ ~
BACNFILL (W-SITE
-~ ALLUNUM OR N0. 52 FOOTER ROLL(
SCOUR STONE)
POOL CLASS A STONE
cuss I STWE PROFILE VIEW
~ ~J scouR Pool EXCwvATED
~ PER DIRECTW OF ENGNEER
PLAN VIEW
NnTF=.
1. BWLDERS MUST BE AT LEAST A' n 3' x 2'.
2. INSTALL FlLTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF
THE HEADER ROCKS AND EXTEND DONNWARD TO THE DEP1H OF THE
BDTTOM FOOTER ROCI(, ANO THEN UPSTREAM TO A MINIMUM OF TEN
FEET.
TRENCH BELOW TH OOTEft ROCKS wN0 P FlLL W
UPSTREAM SIDE OF VANE ARM OBETWEEN THE MM AND STREAMBANK.
0. START AT BANK AND PLACE FOOTER ROCKS FIRST AND THEN HEADER
(TOP) ROCK.
5. CONTINUE WITH STRUCNRE. FOLLOWING ANCLE ANO ROPE
BPELIFlCARONS.
6. AN E%1RA BWLDER LAN BE PLACED IN SCOUR POOL FOR HABITAT
IMPROVEMENT.
). USE CLA55 1 STONE i0 HLL GAPS W UPSTREAM SIDE OF BWLDERS.
AND CLA55 A STONE TO FlLL CAPS ON UPSTREAM SIDE OF CU55 1
STONE.
8. AFTER ALL STWE HAS BEEN PLACED. FlLL IN THE UPSTREAM SIOE 6
THE STRUCTURE WITH W-ATE ALLUNUM TO THE ELEVATION OF THE TOP
OF THE HEADER ROCK.
CLASS A STO HEADER
ROCK
STREAMS
ONSIIE CHANNEL
MATERIAL
HLIER FABRI
F~ S' uW ~ / ~ ROCK R
QASS 1 STWE
SECTION A - A
2QTEMPORARY ROCK CHECK DAM
1 fl ~ MTs
~ILLWAY 01Ri % MIN.
cuss B mPR I No~ T~F
0
0
SECTION B-B

le XIS E STAKING
3
-- ~'~ z To ~' BE,Y.cEN STARa
i /// OE SLWE
` A~~ -
/'
CROSS-SECTION
sTREA
~smE.~wBANN
._
~~-~ - _^ -_ o- e
s' r 9 c ~ 1 u
C Bi/J(ES SHALL BE PVNTEp
~ SLR CF BANK Ta TOE
~.: 1, : ~ !L
TDE o< AD~ -.
PLAN VIEW
BUDS FAPNO uPBTARD
uxNUU t/Y D~ z ro s LiwctH
BpTPe
z. s1ASES T~H~i H~~ ~ °ssiiiTSiAU ~ Ri¢cTio .Diio NOT usEO Ew
rnN mu~na+.
]D TD AS DEULFE$ iANES SHALL BE wSTALLFD PE~FNDICULAR t00B MN.~D
E 1/Z TO ] INCH6 IN gANE1ER Ax0 2 TD ] fi LdlD.
e EROSION CONTROL MATTING
3 N,S
°" C0N1ROL YAEV mww s~ANED
CNSIUEOBAxp~Ctt WACTED NDgf
Di STREAYBAMR BANNS SHALL BE SEEDED PRgR TO PLACEMENT Ci NATRNG
Y AIX'MBw~ N~YANUFACNTA¢R RECDUU LACEO~ M2RLAPPEO
Tmcu srANE ~, N ANES sN.LL BE PuccO DAU0N0 wAPE PATTERx.
.aE~ TRa NATnxc sNAUSE~ -"~Z'~
INw DEER TRENw
G utn B caNPACTm
TAAE_i ~_ l-BOTTOM ~ aANNLL T
Nw
_.________ 2
awn NuL
TIPICAL MATTING STAKE
CROSS-SECTION
'"E "°~wBTe'te`F~E o"`k~xd'L~D"tau w`a""NE
°iPOLLOwND DNENAONS.
L£D LFNCRI 00 M a
mEHCN o Ba w Tss a AxREO To Pow
of BANK
eAeN - - _ --. -..
• • • • • • • • f ~E (tvP)
TDE oP • • • • • • • • '
2DPE I I • • • • • •• ]III
• • • • I • l
Z ~ •
PLAN VIEW
TD mENaL Amio[ o~sioPE
LIVE STAKE DETAIL eox a nw~iE suu eE aELOw cRaxo WANE BENANINC Aeon aewND.
CENTER W WTSIDE BANK DBENDS~NiEA ON RBTlE BANNS AHD 2' oN
--------------------------------I-_
I _____________________________
3 SALT FENCE
BARE ROOT PLANTING
3 ~ I
BUfiER~M ~NVIRIEB
PLAVRNGS AN
~~~'/[\~+,}y~/[_ ~` BHALL BE ALL BE"z
Y Y DF B1RFwuBANK uINIMUY 4NIMUN~ E
__ I I ~~
I
I
~,OE _ i ,NRE R PABRD
I
~_
_ - _ _ I
CRO55-SECTION Bv~
t. a SHRUBS AND TRECS SNALL BE PLANED ACROSS ,HE Puu y~
euEicrt00r,s sHOw ox n~E PLANS. sHAU BE A xlNluuN of u• IN wDTH AND
y ~x sc~0 saE sN~~ w N~ran PNaB ro PuNnxc.
TXE R0015 TD BPREAp WT AND DOW wT~11W WR00nNG. STAY SPACM~ ~ 6 UNE xpES MM ti
. R0015 SHAD ~ 05TIEBU1w0BORNwu11N0 To P4wIVA5, BURLAP. fABTENEO ADEWATEIY TD Tx•E IN
S PLAxR SHw1 BE NEELID-IN TO MAST WIL qe BAMWSL If NOT MRETMASNDIRE[~ Bx THE ERCwEER.
ONPRT PLANTED WoH MRIVAL AT PRO..ECi SITE. OUID IXTEND wT0 n¢NCH.
~LBTEEl1 POST ALL BE SEIf-PASTpEA AN0.1:
pNCDOT ROMWAY BTANDAIBIO~RAWINGS ~ ]002