20040448 Ver 1_Complete File_20040323

Michael F, Easley, Governor
William G, Ross Jr" Secretary
North Carolina Department of Environment and Natural Resources

Alan W, Klimek, P,E" Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality

The Honorable Richard L. Thomas, Mayor
City of Lexington
28 West Center Street
Lexington, NC, 27292

I/VFn.ANOS j 401 GROUP
MAY 1 2 2004
\/VA FER QUALITY SECTION

May 4, 2004
DWQ# 04-0448
Davidson County

~PPR9V AL of 401 Water Quality Certification with Additional Conditions

Dear Mayor Thomas:

The City of Lexington has our approval, in accordance with the attached conditions, to place permanent fill in
263 linear feet of intermittent stream and in 0.01 acre of wetlands and to relocate 257 linear feet of perennial
stream in order to construct improvements to the Lexington Golf Club located in the City of Lexington,
Davidson County, as described in your application received by the Division of Water Quality (DWQ) on
March 23, 2004. After reviewing your application, we have determined that this fill is covered by General
Water Quality Certification Number 3402, which can be viewed on our web site at
htto:/Ih20.enr.state.nc.us/ncwetlands. This Certification allows you to use Nationwide Permit Number 39
when it is issued by the U,S. Army Corps of Engineers. In addition, you should secure any other applicable
federal, state or local permits before you proceed with your project, including (but not limited to) those
required by Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed regulations. Also,
this approval will expire when the accompanying 404 permit expires unless otherwise specified in the
General Certification.

This approval is valid only for the purpose and design that you have described in your application. If you
change your project, you must notify us in writing, and you may be required to send us a new application for
a new certification. If the property is sold, the new owner must be given a copy of the Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project
(now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H .0506 (h). For ,this approval to be valid, you must follow the conditions listed in the attached
certification, as well as the additional conditions listed below:

1. The culvert required for this project shall be installed in such a manner that the original stream profile is
not altered (Le. the depth of the channel must not be reduced by a widening of the streambed). Existing
, stream dimensions (including the pattern and profile) are to be maintained above and below the
location of the culvert. The culvert shall be designed and installed to prevent head cutting of the
stream. If the culvert becomes perched, the appropriate stream grade shall be re-established or, if the
culvert is installed in a perched manner, the culvert shall be removed and re-installed correctly. The
Applicant must submit a plan and receive written approval from this Office to address any head cutting
that will occur as a result of this project (e.g., use of cross vanes downstream of the culvert).

Where ~iprip is required for energy dissipation and scour protection, it shall be limited to the minimum
dimensions specified by appropriate engineering calculations. Riprap may only be used below the
normal high water level. The original grade and elevation of the stream's cross-section must be
maintained. Riprap placed in the stream bottom must be inserted into the bottom matrix to a depth
sufficient to provide the thickness of riprap required for scour protection. The elevation of the stream

N, C, Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd" Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (htto:/1h2o,enr,state,nc,uslncwetlands)
Customer Service #: 1-877-623-6748

.

bottom must not be increased by the placement of riprap. Placement of riprap must not result in
destabilization of the streambed or banks upstream or downstream of any crossing.

2. For the stream relocation, the stream banks and the riparian zone shall be stabilized and planted with
woody vegetation. A planting plan shall be developed and implemented in order to ensure that at least
two native tree species are planted at a density sufficient to provide 320 trees per acre at maturity. This
density is usually achieved by planting approximately 436 trees/acre on a 10 x 10 ft. grid or 681
trees/acre on an 8 x 8 ft. grid. Please refer to DWQ'sGuidelines for Riparian Buffer Restoration
(January 2001), which can be viewed on our website, for assistance in developing your plan. In order
to stabilize the streamside areas in the interim, suitable ground' cover shall be established along the
stream banks. This ground cover shall be appropriate for the current soil conditions and time of year.
Water shall not be turned into the new channel until the banks have been stabilized.

3. Any stormwater collected for discharge into the relocated stream channel shall not enter the stream as
a point source, but shall be slowed and discharged as sheet flow prior to entering the 15 foot riparian
buffer on either side of the stream.

4. Upon finishing the project, the Applicant shall fill out and return the enclosed "Certificate of Completion"
to notify NCDWQ when all work included in the ~01 Certification has been completed. This certificate
should be returned to the 401/Wetlands Unit of the NC Division of Water Quality at the address listed
on the bottom of the first page. Along with the Certificate of Completion, please send photographs
upstream and downstream of each culvert site to document correct installation.

If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition
which conforms to Chapter 1508 of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714, This certification and its conditions are final
and binding unless you ask for a hearing,

This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-
771-4600 or Cyndi Karoly in the Central Office in Raleigh 919-733-9721.

Sincerely,

?)fL&/~

d- A1anW. Klimek, P.E.

AW K1cd I

Attachments

I

cc: Andrea Wade, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
Wetlands/401 File Copy
Paul Blanchard, Deep River Engineering, PLLC, 110 Scott Avenue, Suite 3, High Point, NC 27262

MEMORANDUM

TO:

John Dorney
Non-Discharge Branch

Regional Contact:
WQ Supervisor:
Date:

Daryl Lamb
StA\lA TArlrlAr

SUBJECT:

WETLAND STAFF REPORT AND RECOMMENDATIONS

Stream Impacts (ft.)

..

Is Wetland Rating Sheet Attached? 0 Y @ N Did you request more info? @ YON
Have Project Changes/Conditions Been Discussed With Applicant? @ YON

Is Mitigation required? 0 Y @ N

Recommendation: 0 Issue @ Issue/Cond 0 Deny

Provided by Region: Latitude (ddmmss)

Longitude (ddmmss)

Comments:

Site visits made on 10/14/2003 and 1/13/2004 Site is the Lexington Golf Club owned and operated
by the City of Lexington. The site has been operated as a municipal golf course since its
construction in 1938 The surrounding area is residential, and the course itself consists of wooded
areas, fairways, and greens The proposed impacts are part of a prQject to improve the golf course
by adding length, removing '~blind shot" areas, and landscaping to enhance the effectiveness of
course maintenance. The proposed impacts to waters consist of culverting 263 If of an entrenched,
degraded intermittent reach which periodically receives large volumes of stormwater runoff r the
relocation and enhancement of 257 If of an entrenched, degraded perennial stream reach, and the fill
of 0 009 acre of forested wetland. Given the current degraded character of the stream reaches and
the necessa(y physical modifications needed to keep the course viable as a public facility, the
impacts are reasonable and necessary They have been minimized to the extent possible while still
meeting the project oQjectives Mitigation will not be

cc:

Regional Office
Central Office

Page Number 1

Regional Contact:
Date:

Daryl Lamb

5/3/2004

Comments (continued from page 1):
required for the impact to the.perennial stream since the wor~ proposed is e~.sentiall~ restoration A
257 If reach of this stream will be relocated - 60 feet west of Its present position. ThiS relocated
channel will be 261 feet long, for a net gain of 4 If. The existing channel is deeply entrenched, ha?
eroding banks, very little banksidevegetation, and poor aquatic habitat The relocated channel will
incorporate slightly more sinuosity than the existing channel and utilize rock vanes ~nd a cross vane to
maintain channel stability and create pool and riffle sequences. A bankfull bench will be con~tru~ted,
and vegetation (black willow, broom sedge, fox sedge) will be planted along both banks. A n~anan
zone will be created on either side of the channel from top of bank to 15 feet landward ,A vanety of ,
trees (river birch, red maple, sycamore, ironwood, wax myrtle, willow oak, red maple) will be planted In
this zone, which will be maintained as a permanent stream buffer

The USACE has authorized the use of NWP 39 for the proposed impacts An authorization to use
WQC# 3402, with additional conditions, will be issued by WSRO The additional conditions wi~1
include guidelines and requirements for the installation of culverts and rip rap, a required pla~tln~
density for bank and riparian zone plantings, energy dissipation and sheet flow through the npanan
zone for any stormwater routed to the relocated channel, and bank stabilization prior to turning water
into the new channel

cc:

Regional Office
Central Office

Page Number 2

Triage Check List

?!if 6y ,
Date:

Project Name:

l-ex/v-,ctf&V?
J
DWQ#:
County:

(;~/p Cfh
()l{~ OW;?'
Oav!~1

To: D ARO
D FRO
D :MRO
D RRO

From: S/ld.;

Mike Parker :
Ken A veritte
Alan Johnson
Steve Mitchell

D WaRO
g~RO
~WSRO

Tom Steffens
Noelle Lutheran
Daryl Lamb

Telephone: (919)

The file attached is being forwarded to y~ur for your evaluation.
Please call if you need assi~tance.

D Stream length impacted
D' Stream determination
D Wetland determination and distance to blue-line surface waters on USFW topo maps
D Minimization/avoidance issues
D Buffer Rules (Neuse, Tar-P;milico, Catawba, Randleman)
D Pond fill
D Mitigation Ratios
D Ditching
D Are the stream and or wetland mitigation sites available and viable?
D Check drawings for accuracy .
~e application consistent with pre-application meetings? '
D ' Cumulative impact concern

Comments: jJ a ry I ~ --rf, 7 "10T €-
",,~-f LJlTl1 yt; JhJ,'1€, .
'Y,6 c (fVJ C 0/ c.J/ f r. ~ 11'1 '

--Ai -A ~ '(/~
f)eJ -(-f, U
df5( UJ5/IYl,?

2)~ 7(w~

E N GIN E E R lNG, P L L C
110 Scott Avenue, Suite 3
High Point, NC 27265
Phone: [phone]
Fax: [phone]

l"'>
.,,- n
!t~
,-',"

~.....:

r

March 19, 2004

NCDENRD". fW Q I,U4044S:
IV1Slon 0 ater ua Ity
40l/Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650

\NE1l~NDS I
MP>.R 2. 3 2004

Re: Lexington Golf Club
Country Club Road Area
Wetland Impact Permitting
Lexington, NC

\(, ~.;<: "\\::1:')
lI~r\\\...h

Dear Sir:

Pursuant to onsite meetings and evaluations with Darrell Lamb of the Winston-Salem Regional
Office of the Division of Water Quality ofNCDENR, please find seven copies ofthe plans and Pre-
Construction Notification for Lexington Golf Club in Lexington, North Carolina. The field
evaluation determined the site has intermittent streams, perennial streams and wetlands onsite. After
meeting with the US Army Corps staff on March 17, 2004, it was recommended that the proposed
impacts be treated as wetland impacts under Nationwide Permit 39,

The proposed improvements minimize the impacts for Golf Course improvements at each of three
locations. At the green for hole 17, a wetland feature is to be relocated to a location that will allow
moving the green to increase distance and provide access to more property. At the tees for hole
number 17, the ditch to be piped remove a dangerous feature that is entrenched and unstable. At the'
fairway for hole 8, the fill is to be placed to allow for maintenance of the slope,

Please feel free to contact me at [phone] or [phone] if any further information is
required. Thank you very much for your time and consideration.

Sincerely,
Pw R_ ~LIJ
Paul R. Blanchard, P .E.

c: file

WETI}}JL<: '

MAR 2 3 iCJ4

Office Use Only:

Form Version May 2002

USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A",)

I. Processing

1. Check all of the approval(s) requested for this project:
181 Section 404 Permit 0
o Section 10 Permit 0
jgI 401 Water Quality Certification

Riparian or Watershed Buffer Rules
Isolated Wetland Permit from DWQ

2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39

3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: 0

4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: 0

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: 0

II. Applicant Information

1. Owner/Applicant Information
'Name: City of Lexington
Mailing Address: 28 W. Center Street
Lexington. NC 27292

Telephone Number: [phone]
E-mail Address:[e-mail]

Fax Number: [phone]

2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached ifthe Agent has signatory authority for the owner/applicant.)
Name: Paul R. Blanchard
Company Affiliation: Deep River Engineering. PLLC
Mailing Address: 110 Scott Avenue. Suite 3
High Point. NC 27265

Telephone Number: [phone] Fax Number: [phone]
E-mail Address:[e-mail]

Page 5 of 12

III. Project Information

Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans, If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.

1. Name of project: Lexington Golf Club

2. T,I.P. Project Number or State Project Number (NCDOT Only):

3. Property Identification Number (Tax PIN):

4. Location
County: Davidson Nearest Town: Lexington
Subdivision name (include phase/lot number): Lexington Golf Club
Directions to site (include road numbers, landmarks, etc,): From the intersection of NC 8 &
Interstate 85. head north 0.4 miles on NC 8. veer right onto Fairview Drive. follow Fairview
north 1.5 miles and turn right onto Fairway Drive. The Clubhouse is at the intersection of
Fairway and Country Club,

5. Site coordinates, if available (UTM or Lat/Long): N 35 48' W 80 15'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody,)

6. Property size (acres): 117+- Acres

7. Nearest body of water (stream/river/sound/ocean/lake): Abbotts Creek

8. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)

9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site has been an operating Golf Course since 1938. The
course is mostly grassed with some wooded areas, Most of the surrounding area is
residential.

Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used:
The proiect involves constructing the necessary improvements to the Golf Course' at holes
number 17 and 8. The Green at 17 is to be relocated toward the existing channel. An
existing ditch near the tee for 17 is to be piped. The slope along the hole 8 fairwav is to be
extended to allow for maintenance, The necessarv clearing and grading is also part of the
proiect. Equipment to be used will include pans. dozers. backhoes. tractors. and various
trucks for the construction and delivery of materials to the site.

11. Explain the purpose of the proposed work: The purpose of the work is to improve the
Lexington Golf Course to be more competitive with newer. nearby courses by adding length.
removing blind shots and improvin!! maintenance.

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,
USACE staff visited the site on March 17. 2003 and recommended treating the three features as
wetland areas. The work is to be permitted under Nationwide Permit 39.

V. Future Project Plans

Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permit requests are anticipated.

VI. Proposed Impacts to Waters of the United StateslWaters 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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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

Page 7 of 12

mitigation, list and describe the impact in Section VIII below, If additional space is needed for
listing or description, please attach a separate sheet.

.L Provide a written description of the proposed impacts: 1. The wetland near the hole 17
Green is to be filled and relocated with an improved channel nearer to the property line, 2.
The wetland feature near the Tees for 17 is to be piped to remove a dangerously deep ditch in
a public area. 3, The slope along the Fairway to hole 8 is to be flattened by filling in a
wetland feature to allow for maintenance.
2. Individually list wetland impacts below:

Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type ofWetland***
(indicate on map) (acres) (yes/no) (linear feet)
1 Relocation 0,03349 No 0 Forested Wetland
2 Culvert!Pipe 0.03871 No 0 Forested Wetland
3 Fill 0.00911 No 0 Forested Wetland

* List each impact separately and identifY temporary impacts, 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,
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps, Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htto://www,fema,gov,
*** List a wetland type that best describes wetland to be impacted (e,g" freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc,) Indicate if wetland is isolated (determination of isolation to be made by USACE only),

List the total acreage (estimated) of all existing wetlands on the property: 2+- acres
Total area of wetland impact proposed: 0.0813+- acres

3. Individually list all intermittent and perennial stream impacts below:

Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)

*

List each impact separately and identifY temporary impacts, Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps, If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows, USGS maps are available through the USGS at 1-800-358-9616, or online at
www,USgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g" www,tooozone.com,
www.Iilaoouest.com. etc,).

Page 8 of 12

Cumulative impacts (linear distance in feet) to all streams on site:

4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water ofthe U.S.) below:

Open Water Impact Area of Name of Water body Type of Waterbody
Site Number Type ofImpact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on maD) (acres) bay, ocean, etc,)

*

List each impact separately and identifY temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc,

5. 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): D uplands D stream D wetlands
Describe the method of construction (e.g" dam/embankment, excavation, installation of
draw-down valve or spillway, etc,):

Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):

Size of watershed draining to pond:

Expected pond surface area:

VII. Impact Justification (Avoidance and Minimization)

Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible, Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The proposed impacts to
the wetlands have been minimized by: 1, relocating and replacing the existing wetland with an
improved channel(17); 2, minimizing the piping to remove an entrenched feature(17); and 3.
extending fill to allow for maintenance at the toe of slope along hole 8.

VIII. Mitigation

DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to

Page 9 of 12

freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.

If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP 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.

1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The amount of impacts have been limited for the proposed improvements. The amount
of wetlands impacted is less than 1 acre and there are no perennial stream impacts proposed.

2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP web site at http://h2o.enr.state.nc.us/wrp/index.htm, If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:

Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0.0813+- acres

Page 10 of 12

Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0

IX. Environmental Documentation (required by DWQ)

Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes D No ~

If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEP A/SEP A)?
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 D No ~

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 D 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.

Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B ,0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes D No r&1 If you answered "yes", provide the following information:

Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.

Zone * Impact Multiplier Required
(square feet) Mitigation
1 3
2 1.5
Total

*

Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1,

Page 11 of 12

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund), Please attach all appropriate information as
identified within 15A NCAC 2B ,0242 or .0260.

XI. Stormwater (required by DWQ)

Describe impervious acreage (both 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, There are no new impervious surface areas proposed for this site. and the existing impervious
surface area would be approximately 5%, Erosion protection at pipe ends and available wet weather
storage in the remaining drainage feature are controls to protect against further degradation, Existing
wooded areas are being impacted minimally for the improvements,

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.
The wastewater from this site will be treated and reused onsite or flow to the City of Lexington's
sanitary sewer collection system and treatment facility.

XIII. Violations (required by DWQ)

Is this site in violation of DWQ Wetland Rules (l5A NCAC 2H .0500) or any Buffer Rules?
Yes D No ~

Is this an after-the-fact permit application?
Yes D No ~

XIV. 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).
Due to inclement weather. field visits by review agencies have delayed an onsite evaluation to
discuss impacts. The green at hole 17 is to be seeded by April 30th. and it is located adiacent to
the wetland relocation area.

Page 12 of 12

.
"

Regional Contact:
Date:

Daryl Lamb

5/3/2004

Comments (continued from page 1):

required for the impact to the perennial stream since the wor~ proposed is e~~entiall~ restoration A
257 If reach of this stream will be relocated - 60 feet west of Its present position ThiS relocated
channel will be 261 feet long, for a net gain of 4 If The existing channel is deeply entrenched, ha~
eroding banks, very little bankside vegetation, and poor aquatic ha?~tat The relocated channel Will
incorporate slightly more sinuosity than the existing channel and utilize rock vanes ~nd a cross vane to
maintain channel stability and create pool and riffle sequences A bankfull bench Will be con~tru?ted,
and vegetation (black willow, broom sedge, fox sedge) will be planted along both banks A n~anan
zone will be created on either side of the channel from top of bank to 15 feet landward ,A vanety of ,
trees (river birch, red maple, sycamore, ironwood, wax myrtle, willow oak, red maple) Will be planted In
this zone, which will be maintained as a permanent stream buffer.

The USACE has authorized the use of NWP 39 for the proposed impacts .~n authori~~tion to, use
WQC# 3402, with additional conditions, will be issued by WSRO The ~ddltlonal COn?ltlons wl~1
include guidelines and requirements for the installation of culverts and np rap, a required pla~tJn~
density for bank and riparian zone plantings, energy dissipation and sheet flow through the npanan
zone for any stormwater routed to the relocated channel, and bank stabilization prior to turning water
into the new channel

cc:

Regional Office
Central Office

Page Number 2

~EMORANDUM

TO:

John Dorney
Non-Discharge Branch

Regional Contact:
WQ Supervisor:
Date:

Daryl Lamb
StAve Tedder

SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS

Stream Impacts (ft.)

..

Is Wetland Rating Sheet Attached? 0 V @ N Did you request more info? @ V '0 N
Have Project Changes/Conditions Been Discussed With Applicant? @ YON

Is Mitigation required? 0 V @ N

Recommendation: 0 Issue @ Issue/Cond 0 Deny

Provided by Region: Latitude (ddmmss)

Longitude (ddmmss)

Comments:

Site visits made on 10/14/2003 and 1/13/2004 Site is the Lexington Golf Club owned and operated
by the City of Lexington The site has been operated as a municipal golf course since its
construction in 1938. The surrounding area is residential, and the,course itself consists of wooded
areas, fairways, and greens The proposed impacts are part of a project to improve the golf course
by adding length, removing "blind shot" areas, and landscaping to enhance the effectiveness of
course maintenance. The proposed impacts to waters consist of culverting 263 If of an entrenched,
degraded intermittent reach which periodically receives large volumes of stormwater runoff, the
relocation and enhancement of 257 If of an entrenched, degraded perennial stream reach, and the fill
of 0.009 acre of forested wetland Given the current degraded character of the stream reaches and
the necessa(y physical modifications needed to keep the course viable as a public facility, the
impacts are reasonable and necessary. They have been minimized to the extent possible while still
meeting the prQject objectives Mitigation will not be

cc:

Regional Office
Central Office

Page Number 1

I'
I

"..

'ot( WAT121y
ff' Oc.
(}j y
- r
> -
_ --J
o "

Michael F, Easley, Governor
William G, Ross Jr.. Secretary
North Carolina Department of Environment and Natural Resources

Alan W, Klimek. P,E,. Director
Division of Water Quality
Coleen H, Sullins, Deputy Director
Division of Water Quality

The Honorable Richard L. Thomas, Mayor
City of Lexington
28 West Center Street
Lexington, NC, 27292

APPROVAL of 401 Water Quality Certification with Additional Conditions

Dear Mayor Thomas:

The City of Lexington has our approval, in accordance with the attached conditions, to place permanent fill in
263 linear feet of intermittent stream and in 0.01 acre of wetlands and to relocate 257 linear feet of perennial
stream in order to construct improvements to the Lexington Golf Club located in the City of Lexington,
Davidson County, as described in your application received by the Division of Water Quality (DWQ) on
March 23, 2004. After reviewing your application, we have determined that this fill is covered by General
Water Quality Certification Number 3402, which can be viewed on our web site at
http://h20,enr.state.nc,us/ncwetlands.This Certification allows you to use Nationwide Permit Number 39
when it is issued by the U.S. Army Corps of Engineers. In addition, you should secure any other applicable
federal, state or local permits before you proceed with your project, including (but not limited to) those
required by Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed regulations. Also,
this approval will expire when the accompanying 404 permit expires unless otherwise specified in the
General Certification.

This approval is valid only for the purpose and design that you have described in your application. If you
change your project, you must notify us in writing, and you may be required to send us a new application for
a new certification. If the property is sold, the new owner must be given a copy of the Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project
(now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached
certification, as well as the additional conditions listed below:

1. The culvert required for this project shall be installed in such a manner that the original stream profile is
not altered (i.e. the depth of the channel must not be reduced by a widening of the streambed). Existing
stream dimensions (including the pattern and profile) are to be maintained above and below the
location of the culvert. The culvert shall be designed and installed to prevent head cutting of the
stream. If the culvert becomes perched, the appropriate stream grade shall be re-established or, if the
culvert is installed in a perched manner, the culvert shall be removed and re-installed correctly. The
Applicant must submit a plan and receive written approval from this Office to address any head cutting
that will occur as a result of this project (e.g., use of cross vanes downstream of the culvert).

Where riprip is required for energy dissipation and scour protection, it shall be limited to the minimum
dimensions specified by appropriate engineering calculations. Riprap may only be used below the
normal high water level. The original grade and elevation of the stream's cross-section must be
maintained. Riprap placed in the stream bottom must be inserted into the bottom matrix to a depth
sufficient to provide the thickness of riprap required for scour protection. The elevation of the stream

.

N, C, Division of Water Quality, 401 Wetlands Certification Unit.
1650 Mail Service Center. Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd" Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o,enr,state,nc,uslncwetJands)
Customer Service #: 1-877-623-6748

~,

"
.

bottom must not be increased by the placement of riprap. Placement of riprap must not result in
destabilization of the streambed or banks upstream or downstream of any crossing.

2, For the stream relocation, the stream banks and the riparian zone shall be stabilized and planted with
woody vegetation. A planting plan shall be developed and implemented in order to ensure that at least
two native tree species are planted at a density sufficient to provide 320 trees per acre at maturity. This
density is usually achieved by planting approximately 436 trees/acre on a 10 x 10ft. grid or 681
trees/acre on an 8 x 8 ft. grid, Please refer to DWQ's Guidelines for Riparian Buffer Restoration
(January 2001), which can be viewed on our website, for assistance in developing your plan. In order
to stabilize the streamside areas in the interim, suitable ground cover shall be established along the
stream banks. This ground cover shall be appropriate for the current soil conditions and time of year.
Water shall not be turned into the new channel until the banks have been stabilized.

3. Any stormwater collected for discharge into the relocated stream channel shall not enter the stream as
a point source, but shall be slowed and discharged as sheet flow prior to entering the 15 foot riparian
buffer on either side of the stream.

4. Upon finishing the project, the Applicant shall fill out and return the enclosed "Certificate of Completion"
to notify NCDWQ when all work included in the 9401 Certification has been completed. This certificate
should be returned to the 401/Wetlands Unit of the NC Division of Water Quality at the address listed
on the bottom of the first page. Along with the Certificate of Completion, please send photographs
upstream and downstream of each culvert site to document correct installation.

If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition
which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C, 27699-6714. This certification and its conditions are final
and binding unless you ask for a hearing.

This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-
771-4600 or Cyndi Karoly in the Central Office in Raleigh 919-733-9721.

Sincerely,

Alan W. Klimek, P. E.

AWK/cdl

Attachments

cc: Andrea Wade, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
Wetlands/401 File Copy
Paul Blanchard, Deep River Engineering, PLLC, 110 Scott Avenue, Suite 3, High Point, NC 27262

..

~

MAH 2 3 2004

Nt1I'6S:
1, mTALMEA. 11U ACRES
2. MEA 10 BE lllSlURIlED - 43:t ACRES
3. CONTN:1S:
an' REPRESENTA1M: - J.J. FASIM'AllR
LElCINCmlN GOlF QJJIl
PHClNE': (3311) 24lh!ll5O
FAX: (3311) 24l1-3lll18
GOlF COURSE ARaITECT - IoIClWL E. GLEASON
GLEASON GOlF COURSE DESIGN
PHONE: [phone]
PRO.ECT ENGINEER - PAll. R. aNlCHAII). PE
DEEP IlMR ENGINEEIlIlG, PU.C
PHClNE': (3311) 187-1OOl1
FAX: [phone]~174
.... SUR1IEY 1M 8IL SUR\IE'/S
PHClNE': (3311) 242-'427
a. 'lllPOGlW'HIC AND Pl.ANME1llIC 1IlRlRIIA1lClN
TAICEIl fIQI DAWlSON COUNtY AERIAL IIAPPING.
a. FOUR 00N$'IRUC110Il EN1IWlCES NIlE. PlMNED
FIlR 1HIS PROolECJ'.
7, 1WO SfNlllG 1.OCA1\ONS NIE. SHOIIl FIlR 1HIS
PRO.ECT.

LEXINGTON GOLF CLUB
CITY OF LEXINGTON

llID/lZ:

200 COUNTRY CLUB BLVD.
LEXINGTON, NC 27292
PHONE: [phone]

FOR AU. WORK ON
aTY OF LEXINGTON
LEX11ONGTON COUNlRY ClUB
GOlF COURSE PROPERTY

--
UXlNCTON (;()LF CLUB
1I:lINGRl!l. llCIR'\tI CAIIllUNA 21212
!'llClNr.; (al 248-3l1l1O
FAX: (33ll) 24l1-..

(\,
u

'1\'

;?,.
~

VICIN17T laP
IlOl' to SI:ME

JOB NUNBER: 283
DAlE: 3/18/04
DESIGNED: PRB
DRAWN: JCU
afEa<ED: PRB
SCALE: n/a
n/a

g~l
o :!~li
..J ~~lii
..J t>>U>'i€
~ Q. ~a~i
~ lij ~:.i g>
; _a:,gIL;
. C> -00. >

~Z j' 1
~! ~

~ ~ ~!l ~
>c
'" 0- CD ~
..., ~ -
z 8 ~
CI)(')o.
w ~~:i
.....CI)J:

...
...
z ;:!
~ ~
:;.; ~ ~ ~
1Il 8
A~~l!8
r.:J ~ m('J Z
~ ....:I g:~ /;'i
~ ... ~ ...
Ul'-JOUA
~ 'UZ.:;
r.:J ~ ~ ~
Ul r:.:.. Ul ...
ll:: ....:I ....:Ill::
~~ ~
0<: O:r:."
U::r:: d~ ~
~ u Zii: Z
8S!o ~
~ ~
~ e
....:I .;j
d z
:E
""

z
~~
<::>
~...:t
Ft)
o :z;
Z 0 .
Z ~ .. E-c~ cot
o ...:t 15 c at ~
g 8 ~ ~~:
~ I&J ~>- .
~ z ~ 1&.01 ~
gOi ~z
~~o ~~~
o::e;, to)
o..z
~~
~~
~...:t

SHEET NO,

CD

OF 5

,.

g~~
o qt'9.!!
...I !8!8!
...I c>>ci€
~ a. ~a-i
~ fii -Iii g-
S n:15u.!
. cj"O if ,~
c a.
n r~ Z j i
( \"\(1';: i
8.00'1 Il: t w
22.Jr~ ~~ ~
~ '1\ 5!! z
\J .c( oJ
Z =8.5
<'>K.
w U)~.c
~aJ:f

ROCK VANE & RIP-RAP
PROTEC~ON ACROSS
PREVIOUS CHANNEL

~

j

z ~
o t;
.. Z ~ I
~ 0 ~
m ,_, -.l' 0
Q <.......z-. ~
rz1 ri:I m ~ C>
~.....:I~~CI2Ul
~ .o. '"'
fIl\,jOU<=l
~ . UZ ~
ri:I ~ ::II
~ lL.. UJ '"'
1l::.....:I .....:I~
5r:;!O:I:."
..... .o. rz1 0>
u~\,j~~
~8zll.~
0,"", 0 co
o""'m
<I: €
ri:I e
.....:I w
o ~
g:

z
Of]:l
~::::>
~H
FU
~ ~ .
Z~..~~~
o 1....:115 ~ m '"
FO~g!l~
gc;iiI o~
I!: &i >.
~Z~a~1
001 8
~E-eob~~
o=c; t.)
o.Z
~!><
~.~

SHEET NO.

@

OF 5

OCATlON

F ILL AREA

TEMP. SEDIMENT 1R P -
DIST AREA = 1,0:1: C
Q 10 = 6.4 CFS
18" BERM IMPO

REBAR
(FOUND)

I

DAVID E. INABI Err
.B. 1232 PG. 783
PARCEL NO. 1

EX. WElLAND
AREA = 1.686 SF
TO BE PIPED

PARCEL NO. 2

L

REBAR (FOUND)
AT TENNIS COURT

f:.v
~
R
~
~

TEE "D"
CP CCESSIBLE

It)
I
...J

TEMP, SILT FENCE
ROCK OUlLET SECTION
& 8'x4'x1' PITS
. , = 0.2:1: AC

1

g~l
o 0)10 CD
..J ~~i
~!.e
...J OlCDCD5
~ Q. ~aa@
~ 5i;';~~
~ ii:61Ll!!
.~ c5 -gif {
~I~ ~ i
a::: g' iii
~ ~ :
Jr~ t ;

~ ~~ 0
(!) o~ ~
z '" 1;
8..,~
w (/)CD.c
~~g
.....(/)J:

&i
Z :z;
o ti
....... ~
(n i5
.. Z ~ 15
>0 0....... p.,
III rn 8
Q<.::~l!8
r"I v. en z
Z J;::l ~([) g
S! .....:l ....... ro f'l
rn050A
f:1 ,() Z ~
r"I J;::l f.;' :il
lQ.....:l~lQ..,
::JJ;::l ::J
0<.:: O:r: '"
O::r:O~~
~Ozll.J,
8 ~ 0 !;;
rn 8'
~ e
.....:l .;j
o l!i
1Il
p.,

z
~~
<::>
~~
FU
o
z Z .
z~" ~~ ('l
o~ffiCJID~
FO~glDt
gc.;iit d~
J!: ~ >-.
~Z~Jir4oi!
go i (SZ
J.f-Iot=~~
0::(; t.)
a.Z
~><!
<p::J
F~
~

SHEET NO.

@)

OF 5

.

'-

E:w n
RE:E:L..INE:

g~~
g~.
~.....!
~!€
~~~g
~ Q. c~-:-:-!
~ fii~~5i
; a:,g ~
. c5 -gQ. ~
~~ ~ !
~~! :

c: ~
fN'Zil ~
~ C> o~ z
" Z 8(')~
w (J)1!a
~c7J:E
ti
Z ~
o '"
...... !5
Ul :>::
.. Z ~ ~
>-0 .
lI:l Ul "'" 0
A..::x: r>::If;; ~
~~fQ~~
S! 0 :::> u r:l
f3 0 z .:;
A 'u _:;!
!Oil r>::I &2 1:1
[Q...:l!j!3
::> r>::I O::r:: ~
O..::x:O!Oilr-
U::r: 251'
~ u Zll. ~
0...... 0 '"
O::gUl ~
< e
~ 0.;
o ~
:>:
p.

~

"

-

4/
~ P SILT FENC
<:j INSTALLDI1ES~RBED AREA
BELOW

-B-
~ 3' BELOW
lEE -A-

z
O~
~:::>
0, .,
LL"""'"
gu :z;.
Z~ O~C11
Z ....:I ffi ~ a: ~
o o..gm~
~O~ d~
~ e.; ILl >-.
~Z~r&.!~
ZOIilO~z
y~~ ~~~
We.; u
8:Z
~><!
~P:1
~.....:I

INSTALL 40 LF
~ ~f~~Efg~RAIN

JOB NUMBER: 283
DATE: 3/18/04

SHEET NO.

@

5

OF

,

TREE PLANTlNGS ON
GREEN SIDE (10' O\C):
WAX MYRTLE
WILLOW OAK
RIVER BIRCH
RED MAPLE

.

ROCK VANE
MIN. ROCK SIZ
BURY ROCK 1

11:
o
(;j
g
"-
- 12- DIAMETER
BELOW GRADE

O( !~ 0
1;30 @

TREE PLANTlNGS ALONG
PROPERTY LINE (10'O/C):
RIVER BIRCH
RED MAPLE
SYCAMORE
IRONWOOD

o ot
Of
~ 0 oi' t 0
W 0 BLACK WIL
to ALONG ED
\~ sf]. . 3' rt 3; rl@
\ Of ~ It, 0 \
o \ fO
o Oft

\

BANK AREA PL NTINGS:
BROOMS EDGE (1 GAL)
FOX SEDG (1 GAL)

CROSS VA~E
MIN. ROCK SIZE - 15- DIAMETER
BURY ROC 12- BELOW GRADE

t
o t
0\+
o ~

-'J
~t
VO

CROSS VANE/ROCK VANE INSTALLATION
.

NOT TO SCALE

..

.JOB HUllER: 213
DAlE: 3/18/04
DESICNED: PRB,
DRAWN: .JCM
QtEQCED: PRB
seALE: n/a
n/a

EX. GRADE

5' -L 3,-L 3'
AVG.

3'

17 GREEN AREA

TYPICAL SECTION
NOT TO SCALE

ME1HOD

FREQUENCY

REIIOVE at REPLACE DEAD at
DISEASED VEGETATION CONSIDERED
BE'OI) 1REAlIotENT
lREAT ALL DISEASED 1REES at
SHRUBS
WAlER OF PlANT MAlERIAL SHALL
TAKE PlACE AT END OF EAaf DAY
RlR 14 00NSECtJ'INE DAVS at AFTER
PI.AN1ING HAS BEEN 0CMPlE1ED
REPI.ACBENT OF SUPPORT STAKES
REPI.ACBENT OF ANY DEFICENT MRES
OR STAKES

MEatANICAL OR
BY HAtI)
BY HAtI)

MIA
IAEDlA1B.Y
AfTER COoFlE11ON
OF PRO.ECT
ONCE A 'tEAR
AS NEBlED

BY HAtI)
BY HAtI)

EX. GRADE

5'
AVG.

lIME OF 'tEAR

REMOVE STAKE ... SPRING
AS NEEDED

~~l
~ J;

-J ~............

i D. ~ ~I
.!! I~
- ~f
. C) ~
~I~ ~ ~
: f )
l~ !! !

C) 6t z
z ]~f
w :I.c
~ci'

....
r.:I
~ ~
~ ~
.. Z ~ f5
100 ~
Q~r:<lif8
~r:Llrn~f;
~....:I ~OC\llii
~ r" r.:I
rJ)'-'OUQ
~ . OZ ~
r.1 r:Ll ~:>l
rJ) Ii.. (f) r.:I
!3 ....:I ....:I!3
o ~ O:x:: <'>
U.....CJ~~
rz.t-LI -,
~ 8 zc.. ~
g ;:?j 0 CD
~ €
r:Ll e
....:I r:.i
CJ ~
:J::
p.,

z
~~
<=:>
~....:I
Fe,)
o
z lZi.
z~..~~~
o ....:115 ~ III ~
~Ott!i~!;~
::> c; Iio1lS z
I!: ~~ -
~Zl5l&to~~
801 ~z
J.E-4ot=~~
o:c; 0
o..Z
~!><
~~
~

SHEET NO.

@

OF 5

~~~' /',',--' ~-- 'ilJ'
./ ',,- li,...:- ,'_?', _
'L .... (~'.'..:',--,,-<: :', ,,', n
V #'r '," '-- ........
/., ~. "'~ :,:1'" '- -- - t --
h7 '" " '-
~- "I' : ,
V ; .

L-- LJ
L----1

---.....

r;;Oc)O

/

'/f ," ~ I..
F- I --,0 '-~.. \:7/.; '. I: -" .\)(' '.\. .~ \... ---..2:~,T~~~~.""'-,~", ~ __~~_____~

'" /IJAG ,"'- 'I ;' .., '\'// : I II , - - ,,-v ~ \\, ~ '" " ,,/" __........-, /V, "_,,
j 1 W .......' ,I - ....-1---::: ~/-, 'I - \ / ~ ~ ~I ,~ u
) ~ (l, >~ >. '''~~-C.'' - . '.0 , \. j// ;/ ~\ '/. /' .. 1/:' '/'-G}- '; ."~ ~,-:r;!!/ _----/ .
~/.-..--.l ',',0 ,U ~ ,\" ~'" "'.,\~ C=J 1-!UiS)f --.n/ / // {. /\ --=----' ' /,{ ~..2 ....,~~(57 __/--
I/' 7t- " '\,'," . /,' v' ',I~/I _/ rJc2..': I V , -- ~}~ / n
Ie: ~, /.... _"n' 'dJ /\ ", '/ - \ 'r - " ': .7 ,- / I ~ ~ /' ~-l~'", i//:, , ?JO~~ "
I ~ - W J ", ....." ,I I ' I I '\, / : I \~ ~ ' / .... / " \.~'1,.. ^' .', . , , ' '\...... : '"
- 'I, '\,' "GO cr: , '-":: "",:())' .,t\, ,I ' "t~, ' II. '0 '- ....... ' - , /', \/' l..' ,: "'" -.- / /',. '~~ ~ '-. " ~: 1- - - -- -, :S I. ...J .....{,-
, , , , ,-., t-- " '~ ) , ' ' _' __ ~\~ )~, " / ~., .,'" ,,' " '
': 'I J ~ '0/:: Jr-/' /'.r:~ I' ,I, "--, ~~""':'" " '......._, """ I " lo" \' \~,' II r-- _---,~" ",\f;:;;;;/'~:',\ >Jj;fI~ '\ ~:n";\,, .,1
I ' . . 0 .', I. ( . (( , " \ , > , :\ \ L .,. \ ./ ./ _ r-~ ~, . \" .. . . y. .
" '\\\". t /", ' , ~ -"'0 \,f'\ //-- / _, {./ / /" {I ,,,,"'~~':-', ,\,' ....., { "I r,"L ' ( . j
- i ~.:; /!t ..t'~;\).. , _\5' ~ / "'1.." .'L \\) (J~{l/ ~.
", it" \ ", / ./L:::J/-, \lBL~~ ~/__--..../:ji/'/ //-.-, '<', ,; :;:;:; \>" \ /("llt _'
, ' ) " ',,' ( ....' ," 0 ~/ V / J 0. ~ ~ - - -- '- / y ( d' I . I ;/ Y , .' .,' 0J
" ",!.4 D .. / //.. . --/ / .../?~\~ ~.. _- /" .,' .f.e ..'~ ;~' "\ I "..,,1 //

~J. f-~'__,n", ""'-C-~ , "'" _~-===/~ .' "c/ '/19" ~/~. _---- e",./-- --\ / / h(~" '\-'~d '~,. r' i I []... _1/ t/
"~ ".......~-= p- ~ - /-~" I .--;/~------/\J- , JO..' I Il ~ ----=-----.L~0'?-\ I. /_1 ); ~
",..' "'....... /'?" /., ~- -- ,1 -- T ,', ~. ~ -', l 1, I I' : ~.' ~" '<, /.lL/\ ~ --, r' .,'., rY' rl '..1' -~ ~~~~~ (:~ </ 0 1,,~ ' "
'\ 7>\" t OJ ! D !!,-.,l I ! 11 ,! i / ~~ d';, / ,~- '~J \~;., \J':, U J '" c)>,\--,-;~ ,~',,:__j ,.i.. _' . I C

~~" '\ ./.7/7' '/{~--~.:c;J,!_~L~~l\~"..-,/~-~~t~-~~~/ ~ ,.'~9-/D- ,\\i; .~/~~~.. 'G.,/t---,.i ':" ,"r..'.. /"~~\'. \" ;:' [j,);/,'"i !
~ '1",/. \ ! \ /-.'1',~~:~ i I 'i;1 '._ ~/:../ '-~, .,~\I~ \~. \ .' .'. . ~. 00' Q \" L\ 1 }~--i~_~y/,/~j )~~
, '" 611 J ,/.. I~..,\." o. I~i lj ,~:.: A~ ,-,/T;'" ~,J , /-, , ,15 I" ~ ROp..,U, " "" /: 1/ " I:kr'
\ \ 0\\"\" · y~, ...K_--,;; r1 ~~~ -' --~ x' /~ ~''''' (:) \Wt~~OL\:~ ~,~~+--~ ',-",- ' , :\ '" ""''' :~P'f I' "'O::~
'" , ,./ . ')/~ ~ I, , / ~ 'l::'" ~....... ~ ~ / - - \r'\..\-" ~ / ~ ~ \ r~ ,"" , j- : ,~'-- '" "'I - I; _ ~ l ! f-., , / - - --- ,
; x., \\ "'\ ; h /4'/:' I I ; ~~z:r~'l ~ 1/ ~ ~"/!\.--- -;:-~ ~'II-~1;--:-h--1~,-t"""',./f,~, ;'C-t-~'i,~~~~ \\\ ~\..),\, \ ././ '\
/ \, " ,~J' J 1 ~/..~/: I:'~ ~ ,~, ,J .' l1 ----~ \ .~,...'^ LH-J'tl 1 I' : \: 1'~'-- I \ ') ~ 0\ /" /~./ /./--, \
" \ \ ~/~ "~~:k ~Jr7' ~ :::-r":""~ ~ ~"'. ':I:c=tJ 'I)I:i: ',\ _ ""
/ " \y,:'(. ,~/ I ;; / v.~ // " 'fI!!! '~'" '''''''' ~ ~__~~M'''-'''' ~;Or "\'G,!J I :~': 1," \ ), l:::' : \ I J ,/ "" /.
I \ ...' \ ,,,,'A..( ,,f, '19 J / - ".. f'-.... , (......, ~ ~ ,," ~ lb ~4 ,#' " -., ......::... - -::.:.~ : ,'! J II Ir---/' ,: ~ ----_+,.. - I j;,' / /
/ -',/"' I \ ~I -' 7 ~), ...- I ~', -"'....... /.... '1"""""'" I ~ ...._,- - -:::,...,.. -~." I .. ./.,..... \' '-- - -+ -- ' ~,. / ,
1 /__JJ \,,} \ ~~. ~~YII.I i /~ n . / ~1 ~... .~--i......" '- ",,':x./"~ / ~ "\. 1;~~~...-~ "/'. ,,~ J ~ ,----'-;.-:-:f-=:=:-~--L-. 'I,?!' \ - ,) ~ Q / J) r-____ \
~ / / '" b \-\ ,,-:+""'~) l/ 6 // "'~f-"" 1.. ~ " {-t \ v' I ~iJ "-...,<:~. V/."~ ~ ~ ~:.,' I /' ;~~ \ _.. <. J ~; I "" i ~-.._n_._ J ? :.'.:::....... ~ ~ 1- - - -::5 _1,,1 "',' JlI / i / (/ ~ \, \, /
00:::: \" ~~".~./' \~ ~;:.: a:yO i1~ ~~/~\ II \.fl <;~ . 'I '- "i',,,,~ ,1/:- ."'~ t : ~.. l ,,~"~h ~\.(':~.,~~..-~.. ~ __ )-' ,.__, II; , \ I "'", ".;
II /;-~ ~~: r/\\ ~.~ In \:fJ:." j ;i.j; / '''7(1,/ ~ J i l 7'"' J ~~/'/ ;'~"'/--- ~*r-:c-.~~T - ~~. ~cr-", ',' \ \ ~ ,........---___ "",

~ ,! ~_..(>~;, - '" "'l !" yJ '~<:".:X~JJ~( r~Rr:~?,~f\.-.:~:. l ~ ~/,fi'l~-~~~i l... LT\~ /~_ __*~ :l~,~~~~~~;~~>--c{]~.- b I//-'~~' \~'<\ ~>I ~ " '--

'\ I. >- \ /1,:',,- '", {jl." __ -~ '" Vi;' ~ \ ,..:1-. · ,- -;;00...... 'U: ,", '" f '" ,:." ~~~~ _ " ~~' ~ / ~ -- '" ~ ,..''-~ 1 ... } / . (\ \ '

( I g:. (/ ,1 //~ ~ ' <7 ,.~~~.~",. ,.~'" ~,~~~'2;~,\~.,. I' ~~." GR~~ \ RO \\~ ..~~ - ~71.~ -/ ~ )<-." .,.. __ ___~,;.,;:;;...:.. ~... '_~),'-'.. _ 0~._. ~ 1 /' I ~ '. ~\ \ \
,) ., -.. \ ~ /!fJ ....... ':::...,\ ~ <:) r. - ,.~ a::: " I~ /' - - - ff 0 ~ V 'I - \,~ I , \ f
.....J 1 ~," ~ ' ::> ", y . / / ~ "'. ,_ _ ,__ , 0, \'~ '_ '"\ ,} _, _ I \ .../ / 1 J r / \ i\ j \ '"
i ,~ \,'/ ,: --/I.//: >\.'~'.~/..>-A.>'{ ~ '~ .v~~. \ 0 ,,/ ' - ~.': ,_.n i I V:. ~ _/ ~. 1 ~ , ,
o ',/f' a ::1 ~ g,,:" "f::",,:i.~.'1:::!;} 0. ./ \i \~- -~~ ',l\ - ~ /'" ~\ ' ../-:-' ..... ~ ~o..T.;,-1- v '- '""" .-.- { 1 / \ ~ \ '- ~
-.. ) I · 'I ) I U/J r~' ( /.....l \ .......
· )/ ~A " '\ - '- /. ~ 'f I, 1 D I ~..... -:::.-\0 j '" ---- i ) ' ) ...-" ./ ,/ \....... - - 1\
If' ..~, t:,a. - -.: - '\ - , -.-.J ~/ ~ ," ~ {Z,'" ~>~'T -. '\ d ~ ,J - r- ..-/ / j '. (, '" 'v / _ ___ - --- " ...... , ~
/ l - ,J.h- \ n' \ " - > -----j ( ;./ ( & \,,\., \ <( I J \ ' ' I \ /~~ lr7 J) I ~,,,..-- '''/ I V \ I / - } ,I I \, I) . \ \ \
;1 ~ -Ii -- / '/" L----~, .' lOp' \r'- ~ ~,1\." [j-\ " IJO J. X, ') ( _ td ..... I 1/ l.r // 1 Er;;= 7+77,18 ~
T \ 'I \ 'I'f-r .......bc::t'!' I / 1\.' ',- ~ \ . f , \ . /h, lY .....' ~...... ~ . 1 / /.,. U" I 1./' 1 r.'l= 162 725,19 \, Y:~ (/ '", \ .............,
i \:M ~1(~ 1_ I // --,:.\7\=. ./j ~/:; ,,,\..../ \, '-. \, ~\ '-~/ - ,_-" \' - / ~",_ J~"'~/.."') / / i 1;.7 I /' ~ 744 8 'b.". J. ',\ ~'.'-
, :. - I '!i I : - ~ .. <JJ-: . . ,\ " 1 ' '. \ Z ,I 1 \ - - . )1. "- /. I. .1... . , ' \ I 'I \ I ~\ <
+,10-- Q ~ I J~r=.. Q/ i/.r""~d1 r~~,:n=: " _,---,~-\./ , "--- .. \ ~ \ t./ ----/ j', \,,! \ . \l I - / :1.1/, ~ ,\ j ~ \
, 'u~ .;'~ M 1,/'7 . LJ -~ -,-\ \ " \J ....... !\ Z \ · - - - "", ~ - - -- - - -J .....' . ~ I. r- .I-I \ 1'1
! ';: \J/ '/1 ~/ ---= - ~~ ~ \\,-\, \ \ \(/' ^ ~~~ (l~ ~~ \f\F -,7 ,,'. I . (" '" , 1-' - " ~ ~., ,-// , //- ~... \ " I (-", \
' , ) J-- --'Jf::./ , /.. IE \\ \l.. __ ~ ~--J. ~i-~~'~'- -...- ~'-({ ~~ /l '" { \ -------- \ -,--~~\ ,:1\ /1 rl -.;~ \ i \ "
,. r-~ /)' - /, .-- U---~~- -, .-~ n-, ~ a ~ ~ '" ' "!-* -- ~ - - , .:- ... ~ : ~.~ .1 / ~~~ \ .t / ~ ./ /- ....... ....... \ \ 1\ \, \ '" \
-- -- T ;I I :,; II ' \ \ /" " _ \ \
\J~,- 4 u ~ ::-~ ~ '" ; \ \ ~ ~~~~. / J ....:., I. '\,/ ~,1 'I L Ii! ~ ' / "/ ~ /) ) _ -:=,'~, ~ I ' 'i /' \ '\ /' \ / '- \ ) \
~ t""" I ~ ,~ ,~ ~. .....:::. - ~,~ ''0", '" ' , U ~ "--' ""-.... (~ '-~ '...f1 ::",' _...-":/ _ --.. \ I \
/ ~ ~ \ ~I~"~ , " """ ~,-~ ~I / --.....", - ~~ 'CD It,,....-."-7... I <'_ ....:7'1 ~ ':::/ -'''"'\ _" 1 --' ./ '" \ ( I) 1
"" ~o~, ' ~ .y, " N ~~"" " 'I -- "~, / :1 I....... __,I .f '-..'J i' 'V' / ,/ "';"'~~~, ,,-_~ l _ ./ ;. , V/'/ \ "-- 1 \) / ./ ____ - \
~ -- --.J.~ I ,,'j ~ '~/';, ' ,,"l' . <. , ~ 7" " ~ . ( " / r 'L/ '-,\\,,:...' v- ~ .:;o~. "" '~"'..;:- _ ~ / ~ ) ! I / .... ' I 1'- \
'r>'-..-. I ~V: J. . 1 ',~i' , d ~~ ,,' ~ . , O;t:~ ?I-f.'. h-'f "-;C ,"<, ~ ~j I I~" ( '~__/~J ~ ( \

. J/ " ~'"'~ . "- '.,',~ '1' .. ,,,:.i. ~ .... \.. / \ \./.., / ~ "/"~ / I/"./ -- - -.. \ \ ~~ ~, ,V' \ ~ ,L \. \....... I / \ \

-~ .~0/) :I~\~~ ",." ~,_ ~ "'. " "'~-<f~1 \/' I ~-h~~.'("0r/f(;'J,,:---~- -L.._L))~"~::~~~,,-\ i ,( / : 1:,\1 \, '

, n\ /./ (\ II _ l:'Rr, ~ ....... _ <. ~ "', i, t . --. f ...... , '\ I - ,I 1 -;r-- --- __ '\ \', ,'''' ./
- ----L-~.v V, a,/ ,,~......, ~ ....... --- ...... --'~ 'I!C _ - ~~~q" ,;' " t1 \ I"'" ...- ry\".J./ : I I / / ---- - --- - - _ - ~ -."'" -----r----'--- ~ \ ' - 1\
'" ' \ /'-"L."fl ~....... "" -tit,Y,..II"I'I...."~\~. :" ',--.......___/.// I / 1 / I "I \ .,
O "\....... ~ ~~~ ,,~ \ ; - -./ / // // I ) ,
\ "'~'~~,~" II /
/
/

0\ ro~ (=i ~.' ~,~ 60!' 0
~ r:.___0.)" ~
I' ..

'""!!!!_,,,Z . ~

o --
o CJ I

~

"

/'
f
/
./~/

--./-,
\ "
" "--
'\.,
I
/
/
I

~

.~/I~
ill Iff
I !e i
\ .-
- '-
C) \I~
~

.~
\\)G't, ~
~~

~I
"--'

c_ --

_~ J

[f

~-, -~

-

Q'

,

I
J il
\CD
\0--
/A t

""'
"'\
I
'\
\
\.

-~-

~~/

~~~ -_//;-,
-~ -----~::-:-

~'~19
v: tJ'so BOD

-, E1 cQ

"

NF ~ VER DRIV

---,~

/. --~~~-=~~Z-=-=:---_:_~
(
\ "
hJ

~\
)
, /
I
I
I

~

"y
<

D
~

o
[]

"

00
0'

o
::JO~

o

o

tJ
(J

w~

-

----

Q

~
/

-

o

CJ

~

<>

o
o
o
{)
"10

I

<0

I

<>

I--

c

o

o

o

~

v

I-

----

[)

~
(:]0
C:1

~

o
~
8

o
D
o

D

/

(:)

SJ

(Q
~

o

\00
<0

o

--

o
c

<>

[]

CJ
o
o

i--

(;

--

[f
o

00000
00
o 0

SCALES:
1" =200' HOR

(]
o

o
o

1

~

G
FINAL DRAWNGS

DO

woo

o

(:j

r

-,

c-:o

FOR RE~EW PURPOSES

ONLY

n

r-r--l. f""'. ~

^""

,--.,

~

\

.0 ni "4~,
\ \/t U &;, ..,.
~ ,-"'if ".

<XUtlRY CUJll OIl

FAIRWAY OIl

'"

~'Q.us ,',,','
" ,~
'.',..J~.. FCREST i.t'..~.

<ruOO\~ ~i

,'...". .,'.' ( -~QJJB
~~~,' ........ -
~' " ~
!

~
~
~

... ~

VICINITY MAP
NOT TO SCALE

SITE INFO:
LEXINGTON GOLF CLUB
LEXINGTON, NORTH CAROLINA 27292
PHONE: [phone]
FAX: [phone]

FAIRWAY D

\

,.-,. \ COlJIoI ClUB OIl"\. , Q

~~ DQ.us~,<

"it

4 ~..~ ~ 5 \

t-.... J ~

(\'7 '\\
~\I ~

,s,'

B

-Y,\ 6
If-..... ~., '"
(' <~,
<0:'

)

SHEET REFERENCE

,

NOTES:
1. TOTAL AREA = 117:i: ACRES
2. AREA TO BE DISTURBED = 43f:
3, CONTACTS:
CI TY REPRESEN T A TI VE -

ACRES

J,J. F ASHIMP AUR
LEXINGTON GOLF CLUB
PHONE: [phone]
FAX: [phone]

GOLF COURSE ARCHITECT - MICHAEL E, GLEASON
GLEASON GOLF COURSE DESIGN
PHONE: [phone]

PROJECT ENGINEER - PAUL R, BLANCHARD, PE
DEEP RIVER ENGINEERING. PLLC
PHONE: [phone]
FAX: [phone]

4, SURVEY BY: B&L SURVEYS
PHONE: [phone]

5, TOPOGRAPHIC AND PLANIMETRIC INFORMATION
TAKEN FROM DAVIDSON COUNTY AERIAL MAPPING,
6, FOUR CONSTRUCTION ENTRANCES ARE PLANNED
FOR THIS PROJECT.
7, TWO STAGING LOCATIONS ARE SHOWN FOR THIS
PROJECT.

INDEX:

eN.! ()f CN.!
!{f lId YOO oc.

STOP
tl 4949
!\IlO 1I1liJT\' IMlINI

FOR ALL WORK ON
CITY OF LEXINGTON
LEXTIONGTON COUNTRY CLUB
GOLF COURSE PROPERTY

O)~Q)
8~c::
0)10 CD
I 1_
...J ~~!
coCO.,e
...J C) co co 1::
~ C:(I)(\')g
a. .- (I) (I) Q\
c: - - V:!!I
i ~~g>>
~ - OLL.~
- Q. J: CD
. C>"O Cl. .~
1\ '~ z ~ *"
\"\( I _ otS "0
C) .co
'2 fi:
CD w
CD
s::
'0, It)
c: <0
W CD ~
::J N
:~ ~ (.)
()~ z.
=: 'E
8 (I) If
Cl)CD.,e
~3,2)
...-CI)J:

l~

C>

z
c.J
~
en
Z~
6:;00
en
~ <r:
kJ
Z ~
l.'J ......:l
U3c.J
kJ
~
kJ~
~ L
~ ~
o <r:
u:I:
~u
SSE

()

z
w

E-<
W
Z
~
U)
c:t:
;:::J
::x::
w
z
a::
@
~;!8
Cf)C0z
~~~
~u~
Oz
U ,.j
t- ~
~U)w
,....-40::
oiC')
c.J~~
...... I
Zo..~
o co
en .-..
<r: S
~ e
......:l w
c.J z
o
::x::
0...

I") I") m ~ m a::
(0 0 a::: U a::: 0
N'-...a..-'Q.,I
~
I")
'-...
......

o
~
o
OZ
It) (I)
c(

a:::
W
moo II
:::?; W ~
::> z? ~ W
Z W 0 ~ U -.-.J
ml-(/)<(w<(
o <( W a::: I U
'JOOOU(/)

m
a:::
a..

~
z
w
~
~
o
U
a:::
z
w
o
U
Z

I")
o
I
CD

~
I
CD

~

0::::
o
LL

~~
o~
.-~
>-U
.-
z~
60:::
o~
:r:Z
~g
wU
(f)
0::::
:::>
o
o

Z
o
~
LLO
--.JZ
8~
--.J~
--.J~
<(
0::::
W
>
o

"

>-
m

Z
o
i=
a.
a:::
u
(/)
W
o

~
<(
o

->
W
a:::

z
o
.-
~
Z
X ~ ""
W ...J 0)
CD""
--.J CD ......
LL ::> ""
o d ~
>->-...
~z
.- z ~
o ::> "
oz
Ox
low
0-1
0::::""
W
z
3:
o

SrEET NO.

CD

OF 9