20071194 Ver 1_401 Application_20070707

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A S S O C I A T E S
July 6, 2007
Ms. Lori Beckwith
US Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 143
Asheville, North Carolina 28801
Ms. Cyndi Karoly, Supervisor
401 Oversight and Express Permits Unit
1650 Mail Service Center
Mail Service Center
Raleigh, North Carolina 27699-1650
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RE: 404/401 PCN USACE Permit Application
Wildcat Cliffs Country Club
Golf Course Renovations
Macon County, North Carolina
Dear Ms Beckwith and Ms. Karoly:
Please find enclosed an executed Pre-Construction Notification (PCN) Application and
submittal for the Wildcat Cliffs Country Club golf course renovations. The information included
with this Application has been developed in conjunction the US Army Corps of Engineers,
Asheville Office, DWQ's Asheville Regional Office, and the NC Wildlife Resources
Commission. We have carefully developed this application and have considered all potential
impacts and benefits of this work.
The project generally consists of reshaping several of the fairways in order to provide
positive drainage for the golf course. The project will impact three ponds and we are proposing
to daylight an existing stream that was previously piped underground. The soil collected from
extending the ponds will be used in the reshaping bf the fairways.
We are looking forward to being able to proceed with this work as soon as possible.
Please let myself or Forrest Westall, of our office, know of any issues, consideration or
additional information that needs to be addressed to secure approval for this planned work.
Please note that we are sending one (1) copy of the Permit Application to the US Army
Corps of Engineers (Asheville), and three (3) copies of the Permit Application to the North
Carolina Division of Water Quality, along with a check for $475.00. In accordance with the
contact we have made with North Carolina Division of Water Quality regional 401 contact, Mr.
Engineering P l a n n i n g F i n a n c e
A9cGi11 Associates, P.A. P. O. Box 22.19, Ashei~ille, NC 28802 55 Broad Street, ,4slaerille, NC 28801
828-2.i2-O.i75 Fax: [phone]

7

Kevin Barnett, we are submitting directly to him one (1) copy of this Application. We are also
submitting one (1) copy of the Application directly to Mr. David McHenry with the North
Carolina Wildlife Resource Commission.
Thank you in advance for your attention to these applications.
Sincerely,
McGILL ASSOCIATES, P.A.
~~
MIKE WARESAK
Senior Project Manager
Enclosures
cc: Kevin Barnett, DWQ Asheville
David McHenry, NCWRC
George Shook, Wildcat Cliffs
Forrest Westall P.E., McGill Associates

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401/404 PERMITTING PACKAGE
STREAM ESTABLISHMENT/ENHANCEMENT
AND POND EXPANSION
FOR
WILDCAT CLIFFS COUNTRY CLUB
MACON COUNTY, NORTH CAROLINA
McGill
i
ASSOCIATES, P. A.
1

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07-1184
' STREAM ESTABLISHMENT/ENHANCEMENT AND
POND EXPANSION
FOR
WILDCAT CLIFFS COUNTRY CLUB
Prepared for
NC DIVISION OF WATER QUALITY
June 29, 2007
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MACON COUNTY, NORTH CAROLINA

Wildcat Cliffs Country Club June 2007
t Macon County, NC McGill Associates, P.A.
' PROJECT PURPOSE & DESCRIPTION
The purpose of this project will be to enlarge and reshape three existing ponds and daylight an
existing piped stream. The sediment removed from the three ponds will be used to reshape the
' golf course to help with irrigation and Stormwater runoff.
' General guidelines and construction procedures will follow good engineering practices and shall
be managed to eliminate or minimize environmental impacts in accordance with regulatory
requirements (local, State and Federal) and approved construction plans and specifications. For
' ponds with defined and continuous "streams" or surface water inflows, specific provisions will
be made to provide appropriate "pump around" facilities or siphons sufficient to provide
continued flow to downstream channels or streams. These actions will be taken prior to pond
' excavation and continued throughout the construction period and until normal "flow through"
conditions of the pond are restored.
Plantings and bank restoration work along the "daylighted" stream segment will follow DWQ
and COE requirements as well as the recommendations of the resource agencies. Stream
corridor and appropriate alignment, pattern and profile will be provided to the maximum degree
' practical and will reflect conditions of similar natural streams in the region.
' Hole # 2
Hole # 2 is a short par 3 with a small pond located in the front of the green. The aforementioned
' pond, in its existing conditions is approximately 0.5 acres. The proposed expansion of this pond
will be to excavate and extend the pond back towards the tee boxes. This expansion will
increase the area of the pond to 0.85 acres and excavation will be phased by drawing the pond
' down in one (1) to two (2) foot increments in order to limit the amount of sediment from entering
the existing pond. Proper soil erosion and sediment control measures will be implemented to
minimize impacts. Please see plan sheets in Appendix A for details.
Hole # 5
Hole # 5 is a straight par 4 with a small pond in front of the green. This pond is approximately
0.2 acres. Like hole # 2 the proposed expansion will be excavate and enlarge the pond to 0.3
acres back towards the tee boxes. Excavation .will be phased by drawing the pond down in one
' (1) to two (2) foot increments in order to limit the amount of sediment from entering the existing
pond. Proper soil erosion and sediment control measure will be implemented to minimize
impacts. Please see plan sheets in Appendix A for details.

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1

Wildcat Cliffs Country Club
Macon County, NC
Hole # 9
June 2007
McGill Associates, P.A.
Hole # 9 is a par 5 dog leg left with many water features located around the green and along the
fairway. There is a small pond directly in front of the green that is approximately 0.2 acres.
From this pond a pipe has been installed down the middle of the fairway to carry water from the
pond to the existing stream which eventually makes its way to another pond adjacent to Hole # 1.
The enhancement proposed for this hole will be to daylight the existing piped section and
establishing a new stream that will meander and flow freely for approximately 900 feet before
reentering an existing stream just downstream from its previous location. The stream channel
will be a two (2) tiered channel having a base flow channel and bankfull bench chaiulel which
will contain the 25-Year stone event at 40 CFS. The stream enhancement project will use
natural channel design and bioengineering techniques to allow the designed stream to fit within
its natural surroundings and create a natural meander. Step pools may be placed as needed to
help control grade through the stream reach. The step pool structures will help with water
quality by increasing dissolved oxygen content and create beneficial habitat for native
amphibious species. Anon-woven geotextile will be placed underneath all rock structures and
the stream will be stabilized with biodegradable matting and medium sized river stones to protect
the toe slope. The stream reach will be planted with native grasses and medium to large shrubs,
where applicable, to minimize direct sunlight into the stream. The planting of medium to large
shrubs will help alleviate excessive high water temperatures during summer months. Please see
the plan sheet in Appendix A for details.
' Hole # 12
Hole # 12 is a long par 5 with a pond towards the middle of the fairway in front of the green.
The aforementioned pond is approximately 0.2 acres and the proposed expansion for this hole
will be to increase the pond to 0.3 acres by excavation. The excavation will be phased by
drawing down the pond in one (1) to two (2) foot increments in order to limit the amount of
' sediment entering the existing pond. Proper soil erosion and sediment control measures will be
implemented to minimize impacts. Please see the plan sheet in Appendix A for details.
Hole # 13
Hole # 13 is a unique par 4 with a large granite outcropping located in the middle of the fairway.
' Currently there is a natural spring that surfaces and running down the rock face permanently
saturating the ground. At the base of the rock, a proposed French Drain will be installed to carry
the spring water to an adjacent existing pond. Please see the plan sheet in Appendix A for
' details.

' Wildcat Cliffs Country Club June 2007
Macon County, NC McGill Associates, P.A.
1. SITE DESCRIPTION
Wildcat Cliffs Country Club was designed by golf course architect, George Cobb and owner Bill
Mathews in the 1960's. The course resides under the shadows of the north slope of Whiteside
' Mountain providing members and guest with stunning mountain views. The greens and fairways
are bent grass and the average course elevation is between 4100 and 4200 feet.
' Over the years, the golf course drainage system has deteriorated causing some low lying areas on
the course to form and remain saturated for long periods of time. Bill Bergin, the new golf
course architect, is proposing a new project to re-shape the golf course to provide better drainage
' for an improved golf experience.
2. REGULATORY REQUIREMENTS
401 WATER QUALITY CERTIFICATION (Mandatory Requirement based on expected
Certification conditions) -The following mandatory conditions apply to all repair sites:
' 1. Erosion and Sediment Control Practices
a. The erosion and sediment control measures for the project must be
designed, installed, operated and maintained in accordance with the most
recent version of the North Carolina Sediment and Erosion Control
' Planning and Design Manual.
b. The design, installation, operation and maintenance of the sediment and
erosion control measures must be such that they equal or exceed the
requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual. The devices
' shall be maintained on all construction sites, borrow sites, and waste pile
(spoils) projects, including contractor-owned or leased borrow pits
associated with the project.
' c. For borrow it sites, the erosion and sediment control measures must be
p
designed, installed, operated and maintained in accordance with the most
' recent version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the
' requirements of the Sedimentation Pollution Control Act.
2. No Waste, Spoil, Solids, or Fill of Any Kind - No waste, spoil, solids, or fill of any kind
' shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts
depicted in the Pre-Construction Notification. All construction activities, including the
' design, installation, operation and maintenance of sediment and erosion control Best
Management Practices shall be performed so that no violations of state water quality
standards, statutes or rules occur.
' --4--

1

Wildcat Cliffs Country Club
Macon County, NC
June 2007
McGill Associates, P.A.
No Sediment & Erosion Control Measures within Wetlands or Waters -Sediment and
erosion control measures shall not be placed in wetlands or water to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six (6)
months of the date that the Division of Land Resources has released the project.
4. Certificate of Completion -Upon completion of all work approved within the 401 Water
Quality Certification or applicable Buffer Rules and any subsequent modifications, the
applicant is required to return a certificate of completion to the 401/Wetlands Unit, North
Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC 27699-
1650.
5. Sediment and erosion control measures must be implemented prior to construction and
maintained on the sites to minimize sediment in downstream areas. Seeding for a
temporary cover of wheat, millet, or similar annual grain or permanent herbaceous cover
should occur on all bare soil within five (5) days of ground disturbing activities to
provide long-term erosion control. The projects should be accomplished in stages instead
of leaving large tracts exposed to further storm events. Erosion control matting Flexible
Growth Media should be used in conjunction with appropriate seeding on disturbed soils
in steep slope and riparian areas, unless authorized under Division of Land Resources
Erosion and Sediment Control approval. Matting should be secured in place with staples,
stakes, or wherever possible, live stakes of native trees. Straw mulch and tall fescue
should not be used in riparian zones.
6. Only clean, large, angular rock, large woody material or other natural stream design
materials and techniques should be used for bank stabilization. Rock should not be
placed in the stream channel in a manner that constricts stream flow or that will impede
aquatic life movements during low flow conditions. Filter cloth should be placed behind
large rock that is used for bank stabilization. Properly designed rock vanes should be
constructed wherever should be constructed wherever appropriate on bank stabilization
and channel realigmnent stream reaches to improve channel stability and to improve
aquatic habitat. Root wads should be installed low enough in the bank so that a
significant portion (at least one-third) of the root wad is inundated during normal flows.
7. The channel must be restored to a more stable condition. However, under no
circumstances should river rock, sand or other materials be dredged from the stream
channel under authorization of this permit except, if necessary, in the immediate vicinity
of the eroding banks for the explicit purpose of anchoring and stabilizing of flow/grade
control structures or for reestablishing the natural and snore stable stream chamiel
dimensions. Streambed materials are unstable in flowing-water situations and are
unsuitable for bank stabilization. Stream dredging has catastrophic effects on aquatic life
and disturbance of the natural form of the stream charuiel can cause downstream erosion
problems. The natural dimension, pattern, and profile of the stream upstream and
downstream of the permitted area should not be modified by widening the stream chamlel
or changing its depth.
-- 5 --

Wildcat Cliffs Country Club
Macon County, NC
June 2007
McGill Associates, P.A.
Stabilization measures should only be applied on or near existing erosion sites, leaving
other stable stream bank areas in a natural condition. Grading and backfilling should be
minimized and tree and shrub growth should be retained where possible to ensure long-
term availability of stream bank cover for aquatic life and wildlife. Backfill materials
should be obtained from upland sites except in cases where excess streambed materials
are available. Berms are not permitted because they block the floodplain, constrict and
accelerate flood flows, and often fail or impede drainage during large flood events.
9. Repairs to eroded banks should be conducted in a dry work area where possible.
Sandbags or other clean diversion structures should be used where possible to minimize
excavation in flowing water. Channel realignments should be constructed by excavating
the new channel from downstream to upstream before connecting it to the old chamiel.
' 10. Heavy equipment should be operated from the bank whenever possible. All mechanized
equipment operated near surface waters should be inspected and maintained regularly to
prevent contamination of stream waters from fuels, lubricants, hydraulic fluids or other
' toxic materials. Equipment used in stream channels must be clean, new or low-hour
equipment.
' 11. As long-term stream stability is a concern with this type of work, it is strongly
recommended that woody vegetation be established along stream banks where possible.
Any riparian vegetation planting should be performed in accordance with the Guidelines
for Riparian Buffer Restoration. (http•//h2o.enr.state.nc.us/wrp/pdf/buffers.pdf)
12. Monitoring -The Permittee shall examine the stabilization work done under this
Certification on an annual basis for three (3) years following the completion of the
restoration efforts. This field evaluation should note the condition and stability of the
measures installed and how well the repair is holding up. A written report must be
provided to DWQ's Asheville Regional Office by June 1St of each year. The report must
describe inspection results, include digital photographs, list the date of inspection and
describe any needed repairs or corrections.
13. The Pennittee will provide on-site supervision of stability work including, but not limited
to, bank re-shaping, in-stream structure placement, and riparian zone re-establishment by
' an appropriately trained individual.
14. If pasture along the stream is to be used for grazing, the Permittee must inform the
' appropriate landowners that cattle should be prohibited from damaging riparian areas and
from de-stabilizing the stream banks and channel.
' 15. Diffuse Flow -All constructed storm water conveyance outlets shall be directed and
maintained as diffuse flow at non-erosive velocities through the protected riparian zones
' such that it will not re-concentrate before discharging into a stream.
16. Water Quality Certification Notification -The Permittee must provide a copy of this
' issued Water Quality Certification and attached cover letter to each property owner where
the approved work will be performed.
' --6--

' Wildcat Cliffs Count Club June 2007
ry
Macon County, NC McGill Associates, P.A.
17. Turbidity Standard -The turbidity standard (Nephelometric Turbidity Units - NTU) shall
not be exceeded as described in 15A NCAC 2B .0200. Appropriate sediment and erosion
control practices must be used to meet this standard.
' Finally, pending receipt of a fina1404 Permit and 401 Certification, copies of these issued
documents and the associated conditions and comments provided by commenting agencies
(when available) will be included in all final contractor packages that will be used for
construction of the repairs. All regulatory requirements and the measures outlined in this
document will be fully discussed with the chosen contractor and the inspectors for McGill
Associates before any construction begins. During actual construction, inspectors will direct
contractors to observe and apply good construction practices and the requirements described in
this document.

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' Wildcat Cliffs Country Club
Macon County, NC

1

APPENDIX A
PRELIMINARY DRAWINGS
June 2007
McGill Associates, P.A.

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Wildcat Cliffs Country Club June 2007
Macon County, NC McGill Associates, P.A.
APPENDIX B
1
SECTION 404 /SECTION 401

C~

n

PERMIT APPLICATION

Office Use Only' Form Version May 2002
07-1194
USACE Action ID No. DWQ No.
i (If any particular item is not applicable to this project, pease enter "Not Appnca~ie or ivies .~
I. Processin
g ~~
' 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
2. Nationwide, Regional or General Permit Number(s) Requested: 18.27
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina 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: ^
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 Managem~~ .Ares of p,, ~• 4 ~,
Environmental Concern (see the top of page 2 for further details), check here: ^~ , _, a . , , y , '~ ' ~,_... ~~
1
II. Applicant Information

1

1. Owner/A licant Information ~~'~~ `' `~ ° ~~`~=~~Y
PP ~~ ti,~,4r s ~ ~ ~r;-,~,a,, ~~ :~~ ~~nr~c~
Name: George Shook (General Mana.~er -Wildcat Cliffs Country Club )
Mailing Address: 770 Country Club Drive
Highlands North Carolina 28741
Telephone Number: 828-526-2165 Fax Number: 828-526-3060
E-mail Address: geor=[e-mail]
AgendConsultant 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: Mike Waresak. P.E.
Company Affiliation: McGill Associates, P.A.
Mailing Address: P. O. Box 2259
Asheville N.C. 28802
Telephone Number: 828-252-0575 Fax Number: 828-252-2518
E-mail Address: mikew@mc ig llen~ineers.com
Page 5 of 13

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: Wildcat Cliffs Country Club Golf Course Renovations
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 7551.04-71-9686
4. Location
County: Macon Nearest Town: Highlands
Subdivision name (include phase/lot number): N/A
' Directions to site (include road numbers, landmarks, etc.): Along US Highway 64 in
between Cashiers and Highlands just inside the Macon County line.
5. Site coordinates, if available (UTM or Lat/Long) UTM17 303917E 3884577N (NAD 27)
(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): 174 (Total Property)
' 7. Nearest body of water (stream river/sound/ocean/lake): Ravenel Lake
8. River Basin: Little Tennessee
(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: Project area is an existing golf community with primarily
low density res~dent~al.

Page 6 of 13

fl

10. Describe the overall project in detail, including the type of equipment to be used:
See Attached Project Narrative
11. Explain the purpose of the proposed work: To regraded multiple golf holes to provide
better drainage conditions as well as day lighting an existing steam that is being_piped.
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.
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. 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
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: Refer to the project vicinity map and
the Proiect Narrative..
1
1
Page 7 of l3

2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A

**

***
List each impact sepazately and identify temporazy 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-Yeaz 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 http://www.fema.eov.
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: N/A
t Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:

1

Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Im act Perennial or
Intermittent?
(leases ecify)

1 Stream
Restoration
900 Unnamed Stream
Within the Golf Course
N/A
perennial

* 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.us~s.eov. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:

1
Page 8 of 13

n

lu
~I

u

~~
'~
LJ
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
ba ,ocean, etc.)
Hole #2 Excavation .33 N/A Pond
Hole #5 Excavation .14 N/A Pond
Hole #l2 Excavation .19 N/A Pond

* 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): ®uplands ®stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Excavation for the pond
enlargement will begin by drawins; down the existing ponds and lar_egequipment will
excavate the soil to enlar eg the pond.
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stotmwater requirement, etc.):
.Irrigation and trout ponds for the club members.
Size of watershed draining to pond: See Narrative
Expected pond surface area: See Narrative
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.
We fee] that the stream restoration on hole # 9 is a beneficial impact that will place the proposed
stream back to its natural bed. The ponds on holes 2,5 and 12 are being enlarged to borrow soil
from these locations to grade the golf course to provide better drainage of the course. Proper soil
erosion and sediment control measures will be implemented to minimize impacts.

Page 9 of l 3

VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to l50 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/strm~ide.html.
' 1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
' and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
i

Page l0 of 13

1

r

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 website 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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres):. N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
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 ^ 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 (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 ^
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), I SA NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ^ No ® If you answered "yes", provide the following information:

Page 11 of 13

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.

1

Zone* Impact
(square feet) Multiplier Required
Miti ation
1 N/A 3 N/A
2 N/A t .5 N/A
Total N/A N/A
* Gone 1 extends out 3U Yeet perpend~wlar from near bank of channel; Lone Z extentls an
additional 20 feet from the edge of Zone 1.
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.
N/A
XI. 5tormwater (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.
' N/A
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.
N/A
' XIIL 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
1
Page 12 of 13

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).
4~
Applican Age is Signatu Date
(Agent's signature is va id only if an authorization letter from the applicant is provided.)

1
1

1
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Page l3 of 13