20060470 Ver 1_COMPLETE FILE_20060919

3, o?oF w A TFgQ?
November 13, 2006
Wil Garner
Linville Falls Club, LLC
5615 Potter Road
Matthews, NC 28104
Alan W. Klimek, P.E. Director
Division of WaterQuality
DWQ Project # 06-0470, Version #2
McDowell County
Subject Property: Blue Ridge Country Club
Wastewater Treatment Plant Stabilization
North Fork Catawba River
R ?c??oeffl I
NOV 1 5 2006
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Garner:
You have our approval, in accordance with the attached conditions and those listed
below, to place fill within or otherwise impact 174 linear feet of streams for the purpose
of streambank stabilization at the subject properties, as described within your
application received by the N.C. Division of Water Quality (DWQ) on September 19,
2006. This authorization has been modified to correct the disagreement between
the linear footage in the above sentence and the linear footage in Additional
Condition 1. After reviewing your application, we have decided that the impacts are
covered by Genera! 1,Nater Qua ity Certification "lumber(s) 3495 (t-- C'J 'IA 951N. The
Certification (s) allows you to use Nationwide Permit(s) 13 when issued by the US Army
Corps of Engineers (USACE). In addition, you should obtain or otherwise comply with
any other required federal, state or local permits before you go ahead with your project
including (but not limited to) Erosion and Sediment Control, Non-discharge, and
stormwater regulations. Also, this approval to proceed with your proposed impacts
or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit.
This approval is for the purpose that you described in your application. If you change
your project beyond the approval here, you must notify us and you may be required to
send us a new application. If the property is sold, the new owner must be given a copy
of this Certification and approval letter and is thereby responsible for complying with all
conditions. If total fills for this project (now or in the future) exceed one acre of wetland
or 150 linear feet of stream, compensatory mitigation may be required as described in
15A NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in
the attached certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] Internet: htto://h2 o.enr.state.nc.us/ncwetlands
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
wwlr
t uc??
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Blue Ridge Country Club
Page 2 of 6
November 13, 2006
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific
and general conditions of this Certification (or Isolated Wetland Permit) are rnet.
No other impacts are approved including incidental impacts:
Amount Approved
(Units) Plan Location or Reference
Stream 174 (linear feet North Fork Catawba River
2. Erosion & Sediment Control Practices
-- Erosion and sediment control practices must be in full compliance with all
specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to protect surface
waters standards:
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 Manual. The devices shall be maintained on
all construction sites, borrow sites, and waste pile (spoil) projects, including
contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be
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
reclamation in accordance with the requirements of the Sedimentation
Pollution Control Act.
3. 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.
r Blue Ridge Country Club
Page3 of6
November 13, 2006
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters
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 months of the date that the Division of Land
Resources has released the project.
5. 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 the attached certificate of completion to the 401/Wetlands Unit,
North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699-1650.
6. Construction in this creek and disturbance within a 25-foot trout buffer should be
avoided during the October 15 to April 15 trout spawning period to avoid adverse
effects of sediment on eggs and larvae. However, Wildlife Resources Commission
will not object to construction of stream bank stabilization at this site during the
spawning period provided these projects are, to the extent appropriate and practical,
constructed by: (1) using flow diversion structures such as sand bags, (2) placing
large-sized rock toes and filter cloth backing for stabilization sites before backfilling,
and (3) excavating new channel alignments in dry areas. Construction at the other
non-"urgent and compelling" sites should not occur during the spawning period to
minimize the potential adverse effects of multiple construction activities on trout
resources in this creek.
7. 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 should be used in conjunction with appropriate seeding on disturbed soils in
steep slope and riparian areas. 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 areas. In addition, because of an anticipated
difficulty in establishing ground cover during the winter, reseeding should be
conducted, as necessary, in the spring-time with a native annual and perennial seed
mix with a temporary nursery crop of wheat, millet or other grain.
Blue Ridge Country Club
Page4 of6
November 13, 2006
8. 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 appropriate on bank stabilization and
channel realignment 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) the root wad is inundated during normal flows.
9. The channel should 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
stabilizing or flow/grade control structures or for reestablishing the natural
and more stable stream channel dimensions. Stream bed materials are unstable
in flowing-water situations and are unsuitable for bank stabilization. In stream
dredging has catastrophic effects on aquatic life and disturbance of the natural form
of the stream channel 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 channel or changing
its depth.
10. 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 stream bed materials are available. Berms should not be permitted
because they block the floodplain, constrict and accelerate flood flows, and often fail
and sometimes impede drainage during large flood events.
11. 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 channel.
12. 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
channel must be clean, new or low hour equipment.
13. Disturbed stream banks and a 25-foot vegetated zone, or the widest width that is
practical under the site conditions, should be restored where possible along the
construction sites to natural riparian conditions with native trees and shrubs (e.g.,
silky dogwood, rhododendron, dog hobble, red maple, silky willow, tag alder, black
willow, sycamore) to provide long-term bank stability and stream shading. Note,
silky dogwood, silky willow and black willow can be planted as live stakes collected
during the dormant growing season. Cuttings should be randomly planted on four
(4) foot centers from the waters edge to the top of the bank. Trees should be planted
Blue Ridge Country Club
Page 5 of 6
November 13, 2006
on ten (10) to twelve (12) foot centers. Stream banks in these areas should also be
seeded with a native annual and perennial seed mix with a temporary nursery crop
of wheat, millet or other grain.
, 14. Diffuse Flow
All constructed stormwater 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. If this is not
possible, it may be necessary to provide stormwater facilities that are considered
to remove nitrogen. This may require additional approval from this Office.
15. Riparian Zone Replanting
Replanting of vegetation within areas lacking woody vegetation located within 25
feet of the streambank must be done in a manner consistant with the Guidelines
for Riparian Buffer Restoration immediately following construction. (Please
see attached.)
16. Deed Restrictions
Deed Restrictions or Conservation Easements shall be placed on all retained
jurisdictional wetlands, waters and protective woody riparian zones in order to
assure compliance for future wetland, water and buffer impact. These
mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization
Certificate.
17. Turbidity Standard
The turbidity standard of 10 NTUs (Nephelometric Turbidity Units) shall not be
exceeded as described in 15 A NCAC 213. .0200. Appropriate sediment and
erosion control practices must be used to meet this standard.
18. No Sediment and Erosion Control Measures in Wetlands
Sediment and erosion control measures shall not be placed in wetlands or waters
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 months of the date that the Division of Land
Resources or locally delegated program has released the project.
Violations of any condition herein set forth may result in revocation of this Certification
and may result in criminal and/or civil penalties. The authorization to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application and
as authorized by this Certification, shall expire upon expiration of the 404 or CAMA
Permit.
Blue Ridge Country Club t
Page 6 of 6
November 13, 2006
If you do not accept any of the conditions of this Certification (associated with the
approved wetland or stream impacts), 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 Cyndi Karoly in the
Central Office in Raleigh at 919-733-9721 or Mr. Kevin Barnett in the DWQ Asheville
Regional Office at 828-296-4657.
Sincerely,
Alan W. Klimek, P.E., Director
Division of Water Quality
AW Klkhb
Enclosures: GC 3495
Certificate of Completion
Guidelines for Riparian Buffer Restoration
cc: Clement Riddle,
Clearwater Environmental
718 Oakland Street
Hendersonville, NC 28739
USACE Asheville Regulatory Field Office
Cyndi Karoly, DWQ 401 Central Office
DLR Asheville Regional Office
File Copy
Central Files
Filename: 06-0470.Ver2.BlueRidgeCountryClubWWTP.Approval
OF W A 7-? q
Q Michael F. Easley, Governor
moo; G
r William G. Ross Secretary
North Carolina Department of Environment and Natural al Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 31, 2006
p g?tq L55 DWQ Project # 06-0470, McDowell Version
5615 Potter Road UENR- WATER QUALITY
Matthews, NC 28104 WETLANDS ANDsTQR1?WATERBRANCH
County
Wil Garner 1
Linville Falls Club #2
, LLC NOV 3 ?? 2006
Subject Property: Blue Ridge Country Club
Wastewater Treatment Plant Stabilization
North Fork Catawba River
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Garner:
You have our approval, in accordance with the attached conditions and those listed
below, to place fill within or otherwise impact 147 linear feet of streams for the purpose
of streambank stabilization at the subject properties, as described within your
application received by the N.C. Division of Water Quality (DWQ) on September 19,
2006. After reviewing your application, we have decided that the impacts are covered
by General Water Quality Certification Number(s) 3495 (GC3495). The Certification (s)
allows you to use Nationwide Permit(s) 13 when issued by the US Army Corps of
Engineers (USAGE). In addition, you should obtain or otherwise comply with any other
required federal, state or local permits before you go ahead with your project including
(but not limited to) Erosion and Sediment Control, Non-discharge, and stormwater
regulations. Also, this approval to proceed with your proposed impacts or to
,conduct impacts to waters as depicted in your application shall expire upon
'expiration of the 404 or CAMA Permit.
This approval is for the purpose that you described in your application. If you change
your project beyond the approval here, you must notify us and you may be required to
send us a new application. If the property is sold, the new owner must be given a copy
of this Certification and approval letter and is thereby responsible for complying with all
conditions. If total fills for this project (now or in the future) exceed one acre of wetland
or 150 linear feet of stream, compensatory mitigation may be required as described in
15A NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in
the attached certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
401 Wetlands Certification Unit
1650 Mai! Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone]! Internet: htto://h2o.enr.state.nc.us/ncwetlands
V ?r
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Blue Ridge Country Club
Page 2 of 6
October 31, 2006
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific
and general conditions of this Certification (or Isolated Wetland Permit) are met.
No other impacts are approved including incidental impacts:
Amount Approved
(Units) Plan Location or Reference
Stream 174 (linear feet North Fork Catawba River
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all
specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to protect surface
waters standards:
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 Manual. The devices shall be maintained on
all construction sites, borrow sites, and waste pile (spoil) projects, including
contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be
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
reclamation in accordance with the requirements of the Sedimentation
Pollution Control Act.
3. 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.
Blue Ridge Country Club
Page 3 of 6
October 31, 2006
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters
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 months of the date that the Division of Land
Resources has released the project.
5. 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 the attached certificate of completion to the 401/Wetlands Unit,
North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699-1650.
6. Construction in this creek and disturbance within a 25-foot trout buffer should be
avoided during the October 15 to April 15 trout spawning period to avoid adverse
effects of sediment on eggs and larvae. However, Wildlife Resources Commission
will not object to construction- of stream bank stabilization at this site during the
spawning period provided these projects are, to the extent appropriate and practical,
constructed by: (1) using flow diversion structures such as sand bags, (2) placing
large-sized rock toes and filter cloth backing for stabilization sites before backfilling,
and (3) excavating new channel alignments in dry areas. Construction at the other
non-"urgent and compelling" sites should not occur during the spawning period to
minimize the potential adverse effects of multiple construction activities on trout
resources in this creek.
7. 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 should be used in conjunction with appropriate seeding on disturbed soils in
steep slope and riparian areas. 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 areas. In addition, because of an anticipated
difficulty in establishing ground cover during the winter, reseeding should be
conducted, as necessary, in the spring-time with a native annual and perennial seed
mix with a temporary nursery crop of wheat, millet or other grain.
Blue Ridge Country Club
Page 4 of 6
October 31, 2006
8. 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 appropriate on bank stabilization and
channel realignment 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) the root wad is inundated during normal flows.
9. The channel should 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
stabilizing or flow/grade control structures or for reestablishing the natural
and more stable stream channel dimensions. Stream bed materials are unstable
in flowing-water situations and are unsuitable for bank stabilization. In stream
dredging has catastrophic effects on aquatic life and disturbance of the natural form
of the stream channel 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 channel or changing
its depth.
10. 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 stream bed materials are available. Berms should not be permitted
because they block the floodplain, constrict and accelerate flood flows, and often fail
and sometimes impede drainage during large flood events.
11. 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 channel.
12. 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
channel must be clean, new or low hour equipment.
13. Disturbed stream banks and a 25-foot vegetated zone, or the widest width that is
practical under the site conditions, should be restored where possible along the
construction sites to natural riparian conditions with native trees and shrubs (e.g.,
silky dogwood, rhododendron, dog hobble, red maple, silky willow, tag alder, black
willow, sycamore) to provide long-term bank stability and stream shading. Note,
silky dogwood, silky willow and black willow can be planted as live stakes collected
during the dormant growing season. Cuttings should be randomly planted on four
(4) foot centers from the waters edge to the top of the bank. Trees should be planted
on ten (10) to twelve (12) foot centers. Stream banks in these areas should also be
Blue Ridge Country Club
Page 5 of 6
October 31, 2006
seeded with a native annual and perennial seed mix with a temporary nursery crop
of wheat, millet or other grain.
14. Diffuse Flow
All constructed stormwater 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. If this is not
possible, it may be necessary to provide stormwater facilities that are considered
to remove nitrogen. This may require additional approval from this Office.
15. Riparian Zone Replanting
Replanting of vegetation within areas lacking woody vegetation located within 25
feet of the streambank must be done in a manner consistant with the Guidelines
for Riparian Buffer Restoration immediately following construction. (Please
see attached.)
16. Deed Restrictions
Deed Restrictions or Conservation Easements shall be placed on all retained
jurisdictional wetlands, waters and protective woody riparian zones in order to
assure compliance for future wetland, water and buffer impact. These
mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization
Certificate.
17. Turbidity Standard
The turbidity standard of 10 NTUs (Nephelometric Turbidity Units) shall not be
exceeded as described in 15 A NCAC 213. .0200. Appropriate sediment and
erosion control practices must be used to meet this standard.
18. No Sediment and Erosion Control Measures in Wetlands
Sediment and erosion control measures shall not be placed in wetlands or waters
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 months of the date that the Division of Land
Resources or locally delegated program has released the project.
Violations of any condition herein set forth may result in revocation of this Certification
and may result in criminal and/or civil penalties. The authorization to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application and
as authorized by this Certification, shall expire upon expiration of the 404 or CAMA
Permit.
Blue Ridge Country Club
Page 6 of 6
October 31, 2006
If you do not accept any of the conditions of this Certification (associated with the
approved wetland or stream impacts), 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 Cyndi Karoly in the
Central Office in Raleigh at 919-733-9721 or Mr. Kevin Barnett in the DWQ Asheville
Regional Office at 828-296-4657.
Sincerely,
Alan W. Klimek, P.E., Director
Division of Water Quality
AW Klkhb
Enclosures: GC 3495
Certificate of Completion
Guidelines for Riparian Buffer Restoration
cc: Clement Riddle,
Clearwater Environmental
718 Oakland Street
Hendersonville, NC 28739
USACE Asheville Regulatory Field Office
Cyndi Karoly, DWQ 401 Central Office
DLR Asheville Regional Office
File Copy
Central Files
Filename: 06-0470.Ver2.BlueRidgeCountryClubWWTP.Approval
0?- D1A- 1D
MINWA
A7A?
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, P.G., P.E. Land Quality Section Michael F. Easley, Governor
Director and State Geologist William G. Ross Jr., Secretary
October 12, 2006
Linville Falls Club, LLC
Attention: Wil Garner
5615 Potter Road
Matthews, NC 28104
Subject: Request for Additional Information and Revisions
Trout Buffer Waiver Request
?f
Blue Ridge Country Club
McDowell County
Dear Mr. Garner:
Q5 U -9
u
D
UT i 6 2006
's$I F5 C1U 6iTY
AH
This office has received your request for the construction of the Blue Ridge Country Club in
McDowell County. The request was submitted to this office for approval because of the
proposed encroachment on a designated trout waters buffer zone. In accordance with NCGS
113A-57(1) and Title 15A NCAC 4B .0125(c), this letter will serve as request for additional
information before approval to encroach on the trout buffer of the North Fork of the Catawba
River, Class B, Trout. Please provide our office two (2) sets of plans including the following
additional information for review:
1. The project must minimize the duration and extent of disturbance within the stream buffer
zone. Staging areas and stockpiles must be located outside of the buffer zone whenever
possible. Work within the buffer- zone should be sequenced to minimize the length of time
that disturbed areas are exposed. All materials should be on hand before work is
commenced. Stream bank stabilization should be phased so that each day's work is a
completed work, including provision of adequate ground cover.
2. The toe protection should consist of clean, large, angular rock as specified in the 401 Water
Quality Certification from the N.C. Division of Water Quality. Gabion baskets are not
acceptable since they will eventually corrode and fail. Stream bank protection, including
stone and temporary liners, should be evaluated to determine if the proposed measures can
withstand the shear stress of flow in the river during the design. storm. When natural channel
design methodology is used, the proposed channel dimensions should be evaluated using
existing regional curve and reference reach data.
3. It is unclear if an application has been made to the U.S. Army Corps of Engineers and the
N.C. Division of Water Quality for the gabion mattress stabilization of the riverbank at the
E
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • 919-733-4574 / FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina, 27604
Linville Falls, LLC
October 12, 2006
Page 2 of 2
wastewater treatment lagoon. The 404/401 application that accompanied the buffer waiver
submittal did not include the wastewater treatment plant.
4. The plan submitted by LandDesign does not provide sufficient detail or adequate design for
the bank stabilization. The 404/401 application included very small-scale drawings from
ClearWater Environmental Consultants. These are illegible and not sufficient for plan
review purposes. Planting of native riparian grasses and woody vegetation are described in
the 401/404 application, and in conditions of the 401 Water Quality Certification from the
N.C. Division of Water Quality, but are not shown on the plan submittal. The matting or
rolled erosion control product to be used on the stream banks has not been specified with
sufficient detail.
5. The plan does not provide for establishment of a 25-foot vegetated buffer zone adjacent to
the stream. Condition No. 13 of the 401 Water Quality Certification from the N.C. Division
of Water Quality requires that "disturbed stream banks and a 25-foot vegetated zone, or the
widest width that is practical under the site conditions, should be restored where possible
along the construction sites to natural riparian conditions with native trees and shrubs ...to
provide long term bank stability and stream shading." Trees that will grow deep roots need
to be planted along the top of the stream bank to prevent future erosion.
Your cooperation in protecting our environment is most appreciated. If you have any questions
about this request for information, please contact me at [phone].
Sincerely,
T. Gray Hauser, Jr., P.E.
State Sedimentation Specialist
Cc: Janet Boyer, Asheville Regional Engineer
Clement Riddle, C1earWater Environmental Consultants, Inc.
Wes Ioerger, LandDesign, Inc.
Cyndi Karoly, Division of Water Quality
Triage Check List
Date: 9/22/06 Project Name: Blue Ridge Country Club WWTP
DWQ #:06-0470, Ver. 2
County: McDowell
Kevin Barnett, Asheville Regional Office
To:
60-day Processing Time: 9/19/06 to 11/17/06
From: Cyndi Karoly Telephone: [phone]
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
CLEARWATER ENVIRONMENTAL CONSULTANTS, INC.
September 18, 2006
Cyndi Karoly
401 [Wetlands Unit
NC Division of Water Quality
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604-2263
RE: Blue Ridge Country Club Bank Stabilization
McDowell County, NC
Dear Ms. Karoly,
OW - o47D V I

Enclosed please find a Pre-Construction Notification (PCN) application for a bank
stabilization project located in McDowell County, NC. Impacts to jurisdictional areas on
the site are limited to stabilizing approximately 174± linear feet of the North Fork of the
Catawba River. A vicinity map, a site location map, and design/impact drawings are
included with the application for your review.
This PCN is adjacent to and immediately downstream of a recently authorized
stabilization project on the property of Blue Ridge Country Club. This request for
additional stream bank stabilization was not included with the previous PCN because it
had been under separate ownership.
On behalf of Linville Falls Club, LLC, we are requesting authorization through
Nationwide Permit No. 13. Thank you for your assistance in this matter. Please do not
hesitate to contact me at [phone] if you have any questions or comments.
Sincerely,
Clement Riddle, P.W.S.
Principal
Cc: Kevin Barnett, NCDWQ
?5?4 C i tr t r -
718 Oakland Street
Hendersonville, North Carolina 28791
Phone: [phone] Fax: [phone]
www.cwenv.com
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. O Lo - D'A 1 O V a..
tir any parttcuiar item is not appucaoie to tuts project, please enter "Not Applicable" or "N/A".)
1. Processing
.;'
?Li
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 13
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
E I '"' '1
II. Applicant Information
1. Owner/Applicant Information s` iz lQ(i
Name: Linville Falls Club, LLC
Mailing Address: c/o Wil Garner
5615 Potter Rd
Matthews NC 28104
Telephone Number: [phone] Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: R. Clement Riddle
Company Affiliation: C1earWater Environmental Consultants Inc.
Mailing Address: 718 Oakland St.
Hendersonville NC 28791
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: clement(a,cwenv.com
Pagel of 8
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
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: Blue Ridge Country Club - Wastewater Treatment Plant Repair
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 963518226240
4. Location
County: McDowell Nearest Town: Marion
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): Take Hwy 221 north from
Marion. Blue Ridge Country Club is located_ on the eastern side of Hwv 221 after
approximately 18.5 miles.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.88308 ON 81.93893 °W
6. Property size (acres): approximately 70 acres
7. Name of nearest receiving body of water: North Fork Catawba River
8. River Basin: Catawba
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/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 waste water treatment plant WWTP) site is located
downstream of the existing Blue Ridge Country Club golf course. General land use is rural
residential. The WWTP received massive damage as a result of hurricane rains in 2004. At
Page 2 of 8
present the storage pond embankments are damaged and vulnerable to further harm by
flooding.
10. Describe the overall project in detail, including the type of equipment to be used: The
overall protect involves the repair for the WWTP Heavy equipment will be utilized to
repair the damage to river banks and provide future stability.
11. Explain the purpose of the proposed work: The proposed work is to return the wastewater
treatment plant to full operation and to provide for future bank stability of the river while
protecting water aualitv.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. A Nationwide Permit No. 13 for bank stabilization activities was issued
on August 25, 2006 (Action ID SAW-2006-40198-359 and DWO Project No 06-0470) in
relation to the golf course portion of the property. This portion of the project was not included at
the time because the WWTP was under separate ownership
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 other future permits are anticipated at this time However all phases of the project have not
been planned or developed. Therefore it is possible that future impacts may be needed
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation 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.
Page 3 of 8
I . Provide a written description of the proposed impacts: Impacts will involve the
stabilization of 174± 1.f. of bank of the North Fork Catawba River in the vicinity of the
WWTP. Because the stabilization effort is to protect the storage pond of the WWTP hard
engineering practices more than natural channel design principals. The work consists of the
placement of gabion baskets at the toe of the slope with a gabion mattress above.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of

Site Number
Type of Impact
(e.g., forested, marsh,
100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
(yes/no) (linear feet)
N/A

Total Wetland Impact (acres) N/A
3. List the total acreage (estimated) of all existing wetlands on the property: 0.0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43.560.
Stream Impact

Number
(indicate on map)

Stream Name

Type of Impact
Perennial or

Intermittent? Average

Stream Width
Before Impact
Impact
Length
(linear feet)
Area of
Impact
(acres)
I North Fork
Catawba River Bank stabilization Perennial 60 174 0.01

Total Stream Impact (by length and acreage) 174 0.01
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on map) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
N/A

Total Open Water Impact (acres) N/A
Page 4 of 8
6. List the cumulative impact to all Waters of the U.S. resulting from the nroiect:
Stream Impact (acres): 0.01 J
Wetland Impact (acres): 0.0
Open Water Impact (acres): 0.0
Total Impact to Waters of the U.S. (acres) 0.01
Total Stream Impact (linear feet): 174
7. Isolated Waters N/A
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. As a result of the June 1, 2006
meeting with the USACE, the NCDWQ and the NCLRC efforts were made to design
stabilization methods utilizing design principles so that impacts to the river were minimized with
the greatest chance of long-term stability and protection of water quality. Stream banks areas
related to the WWTP will be stabilized using hard engineering methods Previously permitted
stabilization areas are utilizing natural materials (i.e. boulders and vegetation) to stabilize the
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 5 of 8
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stn-n?),,ide.htm].
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.
No mitigation is proposed as impacts are temporary and limited to bank stabilization
measures.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wlp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 6 of 8
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 NIA 3 (2 for Catawba)
2 1.5
Total N/A
Lone i extends out su teet perpenclicular trom the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B.0242 or.0244, or.0260. N/A
Page 7 of 8
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. N/A - No additional impervious surface will be
created as a result of this project.
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 - No additional sewage will be generated as a result of this project
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
This project is designed to maintain water quality by stabilizing the stream bank and separating
the WWTP pond from the North Fork of the Catawba River.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
We are requesting additional time within the trout moratorium to complete this project. All work
should be completed before December 31, 2006.

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
R.D. Harrell Company
5615 Fottere Load + Matthews, NC 28104
Office 704-821-8972 + Fax [phone] + Mobile [phone]
July 10, 2006
Chris Grose
Clearwater Environmental Consultants, Inc.
718 Oakland Street
Hendersonville, NC 28791
Re: Acting Agent for the Blue Ridge Country Club/Linville Falls Club LLC
Mr. Chris Grose,
Please find this letter in reference to the Blue Ridge Country Club in Marion, NC. On
behalf of Linville Falls Club, LLC you are hereby authorized to act as the agent for the Blue
Ridge Country Club in McDowell County, NC and all issues pertaining to wetlands permitting
matters on the above referenced project.
Sincerely

Wil Gainer
Land Development Project Manager
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BY CLOSING VALVE "?C ?•y^`'\ ~ ?"? ?W4Y f?•y
\
j Y I
?
7
'
AND NVALVe G ? \ \ ?.` ? -I,- "`AA, I 1 6
Tr.
ISOLATION VALVES '? \ •. q ? b P ?. I i 1, E

" Jj
ONMACT02 TO ! SE P
"A y QIy
NSTALL NEW vA1YE 5YW
\y`0.4 ` $ +Ur& (_ \\ \--' TO ISOLATE
FOP LAND
.,,/'
\„ ^ `!q•, ?Y+. APPLICATION AREA PROPOSED EFFLUENT

?FY ..
` .... -•` / DISCHARGE POINT
ERODED
X V 5flx ` a'
0_ 0.;
Y \ g{
"-

.
9
a
vim
I
eeAwalaars mPi
HM
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FORM

rUir, 11 [ / c y v
TOTAL SWAY AREA F012 VOLES \ \g• I Q -
3 Pu
0
6 G 3255 ACRES °L
.
P
` \
`\
\I /?
- PROPOSED 3' wPE
' ?? .. I Fa ? I \ Y o u % 1 j o , B
4} U I ?iiLl \e AWA71O4\.?\ '?•., \? ?- .?'a.
ENSTP•!i 3 Lm VILLAGE 4WfIH FiOW \ '? \ i'? I ??r?•
-
y? I\
! •
\
Y
_•?_. 9=l R/ TOTAiI? `., \\ `
\ CE NTgi i - -ry
r ?' A
TORO 650 SERFS SP12M-62 WAD. MODEL NO. 655-06-58
e v
\ o-J I I \ b ?& - A &?- ?? '\&. f
353 GPM VM14 87 RADLS ON 70' N LNE 5PAONG OR
?-. -
70' PECTAN LLA12 SPAC7.G. ADJbTA9E PART CIRCLE \ I T ---? ?'U 1'Yn -. ?\ 1 .--`
?_ Jy,\
COVERAGF-
a TORO 650 SE7ES SPRN<LER HEAD. MODEL NO. 654-0633 \ E I \? \?? ??4 ,•,` \ \o-1 n J - ?\ -8 ' ?--'' a .o'?d p,•?%-•e-?? ??
UPIGAMN
'
-,
pQ
353 GPM VeM BT RAD45 ON 70
N LFE S'ACNG CR \
16 I
10'REC7aNGlLA2 SPACING FUI CIRCLE COVERAGE POND \____ .- _-:
i \? •` i'•, ?? R / O i-v.I_-??
y \ /
•----g?e?t
•
" " K

K
"
?
O TORO 670 SERFS SPRNQ137 WAD MODE. NO. 674.06.72 - `. ? F---_ $ ---, " { ?,?; i '?'
\ \e\e R-?? ?Y? j
!" ?? J? h '
519 GPM WITH 96 RAD45. ON 90' N LINE SPACM CR ti T ???r .. ?__-• '
90• RECfANGLLAR SPACING FLLL CROE COVERAGE DISTURBED AREAS `? ° !& ?\ , `e1\?•4' A I \ \ ?.? ?'?9._-O? jt' ' . --b'?' v-'? / i -_ ,' \
i
FOR GOLF CCIRe sa BORE LOCATIONS -? Q 1
/
? ry
! I
REAR (1YP3
/ `-
-'
\•? ~ bYJ_. 1 -s 8 '------
-0 \
O,
?•
1
?•
•'
...? • , PROPOSED 3
; .? i
PVC IRRIGATION T ...
, . i .?
n
Lan r!' , ?'nrn
•jF?1 GRAPHIC SCALE TRaA? L E ?ou , \ F f .. _ .. - / u
RR
C
7
PROPOSED 37x3-x3' Tff.
Gena,vde BuVdlp 3• GATE VALVE AM BOX
a rRnAs?226 m
v
"-00NC 1m,
V: ff"1.1447 F. 92a281.H{9 (IN Tf6T )
wewlvdOnlyuom I W.h .zoo It u

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5-DAY STORAGE POND CALCULATIONS
EXISTING DENR PERMIT NUMBER W00012073
EXISTING NPDES PERMIT NCOD80098
PERMITTED FLOW UNDER NPDES PERMIT: 0.025 MGD
MAXIMUM FLOW PERMITTED UNDER DENR PERMIT: 0.2023 MGD
5-Day Storage Volume Requirements c1. get.
At Cinrent NPDES Penritted Rate of. 0.0250 MGD 16,711 125,0DO
At Minimum NCDENR Pemtitted Rate of 0.2023 MGD 135.227 1,011.5W
Pond Capacity CalcWations
Average
Surfse Surface Volume at Volume at
El-fi- VW1dth Length Area Area Depth Depth Depth
(R) (It.) (ft.) (sq ft.) (sq ft.) (R) (cu. R) (gallons)
1772 75 101 7575 5215.5 11.0 57,371 429,100 Design Freeboard El-bon
1770 69 95 6555 4705.5 9.0 42,350 316,800 Design Storage Elation
1761 42 68 2656
Design Freeboard 20 feet
Mminum Pemissible Floe Rate for Designed PoM 0.0634 MGD
Rov/rale al: 75.0046 Capacity 0.0475 MGD
1090
HOPE DOME COVER
WITH PADLOCK ,
DUAL WALL
CORRUGATED TANK
WICK DISCONNECT ASSE1.1\ i
PVC SL TOE PAC[ \
DISCHARGE
1.1/ SD 10' [FE NEI NNE\
FLENIBLE PVC
015[MARGE LINE
81m
TO dSCNARt CHECK YALVE
AN1I BIP
E)
I
PVC)
mm°
SEMI-PDSITIVE DISPACENENT TVPE PLMP
DIRECTLY DRIVEN BY A1 HP MOTOR
CAPABLE DF DELIVERING 9 RPP AT 130' i.O. N.
(3x LPN AT 42V I.D.M.)
N21E: A CCNL9ETE ANCHOR
15 AEILI RFD TO PREVENT TANG FROM -TING.
SEE INSTALLATION INSTRICTIFNS
SPECIFIC CUT 9EET
OR
FOR SITE AND WEIGHT OF AFICHF
STRAIN RELIEF CDRD
CONNECTOR
LIFTING RBPE
PQWCR/ALAHM CABLE
12-6 111,10.
ELECTRICAL WICt
OISCdWECI (EBD)
INLET, PVC FLANGE
TD ACCEPT 1.50' B.D.
PVC PIPE (STANDARD).
DUST COVER WPPLIED
iDR SHIPMENT (NOT
UITABLE FOR BFIAL)
nnreN
ON 2650Nmm
B'n 17 Vd
OfF A41 mm OB L R
KII LL I TO M.ET
91L
u? us, h
LEGEND
GABION BASKETS
GABION MATTRESS
- - - 25' TROUT OJFFER LIMITS
. RIVERS EDGE
Figure 4
Clearwater
Environmental Consultants, Inc.
718OaW,,d 81
HendareonVile, NC 26791
(828) 6989880
LINER VENT
(TYP. OF b)
INSTALL PACKAGE E.ECTOR
PIT WITH CHECK VALVE.
E/ONE MODEL 1010 OR
APPROVED EOLIAL COMJECT
EX-CTOR PIT TO EXISTING 4'
INFLL43fr Lf IE
COYJECT TO EXISTING
TRANSFER PUMPS.
/
EJ(ISTIt4G 3' PVC /
TRANSFER LINE
IRRIGATION TO
IRRIGATION POND
EXISTING \
TRANSFER PUVPS
0 ` O
/
EXISTING
/i .
FENCE
SOUAPE YARDS OF
9'X6'Xlr GAEION
MATTRESS
4- FDFE UNDERDRAN, /

0
OP

'U \ CONSTRUCT t 174
LINEAR FEET OF
3'X3'X6' GABION
BASKETS E'°, qq
EXISTING EFFLLENT Y ??ffff ,?' ry j I
DISCMARGE TO THE
CATAWBA RIVED Q, ?„ InVl,1?Slr
?iufl,Strar;'9,I ???Lf1`y
?r?RARAIVCN
/ PROP57TY LTE _ _ __ _ _ ? `
BEFOTi£ YOU DIG
CALL 1-800-632-4949
NC 0AE GILL CEN07
I aTlf LAVA
GRAPHIC SCALE
( IN ?,
Inch = 20 R
0
C?_mE
og
az-o
ulia>?
N
W` /E
S
,( a?pCr`Vt
=7 ?qc
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.? S6EY 10?M"
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i
4' PVC NRLENT LINE
/

cy/ qT3 /.
/
/
BMMRR SPIKE
-
/
..'.1766 SYCAMORE
EL•1769
49 TREE
1764 .

b
c12 c

p TOP OF PPE /
EL•1767.2 /
LINDQDRAIN .
CLEANOUT.,
10 /CONSTRUCT 4730
C1ry/iT 4' GATE VALVE
4' TEE
4' SCFEDUP 40
STEEL PIPE
INSTALL PIPE CS /
BOOT ON ALL
PEENETRATtONS i
/ 7

SEEDING/PLANTING NOTES
I SRFAce -A CONTROL NEA9f s TO E mTAll® ACCCQDNG TO RAN
COMPLETE GRADING BEFORE P ARNG SEEDED
2. AEAS TO E SffC® SULL SE QFtCD 4D SPREAD VAM AVAIABE
103 CEB ON SLOPES RI OR RATiBi TOTAL SETEID FRBAR®
DEPTH SP LL Y TO 6 DEB. F SOLS ARE COMPACTED )LUNG GRADING
LOOSEN TO A DBTN CF 6- TO 8'.
3. LOOSE ROCKS, ROOTS AND OT OSSTROCTK N S SE REMOVED FROM
LSE SLWACe TO PREVENT NTERERBHF WITH E5TAELG 8 AND
MANRNNDE OF VEGETATION
A APPLY LIVE ACCORDING TO SOL TEST ECCM.EBDATCNS SOLS WTH W
FG1JR iNAN 61? NOT EE LINED. F µl G NOT KNOWN APRY LME
ACOCNNG TO SE S°EC CAT12NS BELOW. AW.T LIMESTONE AND
NDOW GRATE MO TOP P TO 6 CF SOL.
5 APRY FRTLMER ACC PDNG TO SOL R57 RECOM.ENDATONS F NO SOL
TEST HAS ER P? APFLT FHIRJD3! ACOO-M TO SEEDING
SPEC?RCATKOS SOW.
6 RGGV ".PEER S. FACE FQDR TO APPIZATXX GROOVE OR FUAOW
ACES STS T14AN 3-L
FOR TSAPOPARY LNG CF AREA, WHICH WU NOT E BF\OIAR TO FNdI
MADE FN MORE TWN 5 CALENDAR OATS FDLOW TIE t@.DRARf
SEEDING 5FeCFICATXM5 EEUDW.
B. MEN MATTING IS PLACE OVER A STEP SLOPE PRNG MONT S g SDE OF
TGE RECOMMENDED SEEDING SEASON AS LGTED W TFE N($C SE4R3
MNLAL AND LSTED TS TIE CONTRACTOR MAY STLL SEED - SLOE
UDR THE MATING WITH TIE APPROVED PRAENENT SEEDNG 5?EC5. TIE
SEED 943 LLD NAY DCQABNT LNTL TIE G40VMG SEASON ETIRNA D 6
AfNBME TO NDREAE TE ARLLAIKW RATS TO AOCC NT POP SOME
SEER LOSS CRNG TIE V'MIR MONTHS
9. GRCND COVER MST E ESTAHSIED 00TH 6 CALEMAR DAIS OF
EAc NG FN4 GRADE.
PRMNNENT SSEDNS SPLFDATXNS ®5
LOW MAMRUICE AREAS
$TEB S.C i CR STONY. SMLLO" OR DRY SOLI
DATES ffi F AM
AUG. D - ?.5 TALL FEEOES I00 LEIALTE
5 - MAR E SERCEA LESFED3A 30 -AC-
KCELESPHEIA 0-ACRE
GENTLE SLOPES. AVERAGE SOLS
OATS TYPE RATE
AW 25 - ?. S TALL FELlES 80 L13/4RE
FEES 6 - MAP. 2 5RCEA ESERZA 20 LEVACPE
KOM I£SPdEtA D1ENAOE
H2! AUNTENAVCE AREAS
GENTLE SLOPES SOILS WITH AVERAGE OR SERER MC67LFE COOL
8114
DOTES T?PF
ALG S -SEPT. 5 & OF TWO TLQRiTTE 200 - 230 LSIAC'E
TALL 1130E5 Im AW
TWO GR MORe KSNTLCKY
91EfRASS VAQEIES
ROM
GENTLE SLCPES DQEQ SCl4 PHT9CAL L ATICVB
pAT RATE
403 - SET. 6 SH'O OF 50L KT-S TALL 200 -230 LBIACE
F4CIS MO 501 M%IIAE
TUF
Two OF GR MORE
TYPE TAM Fescles
GRASS-UID 0 WPEiS AVERAGE SOLS
DATE$ x= RATE
ALS 25. OCT. TALL F-T_,QE 200 L ACRE OR
4. 5 LB1000 S`
GR455iTED oWARS DRY SOLE
MENU 6 - .HIE 30 CCM19.CW EA9.pA GRIMES 40 CR - So w. I2 L&OW EV,OoO E S=
NB.MENIS SULL E RETIED AT Th RATE OF 40DD LWAOE OF
GROID AGROLTRAL LAESTOME AND COO L.RAOTE OF IO K)
FERTLo5? CRY SOLO GRASS-ID CHANNELS 5AL LID .'POLO
LB7ACM OF G]CLAD AGRCM7UQ LALSTCNE AID `AO LBMCQE OF
ION}q Ig .. MLCH BAL E APRID AT TIE RATE GE 4000
LHNACYE OF STRAW. STRAW SAL BE OFGIDED HY TACT-GRIM
T NG CR MLCT AN IIO N JJIE 00 E]SHSCR ANnNG SULL
M LASS, N GRASS USED C.WBS TO CALCMATED UGH WATER
DBTL
T _ORART S®NG 4£CFCATK W Os
DALES RAFT A48AEM5
YJL l - MAT I RTE =AM R,O LBMCME 2000 LEIIAORE WOl.O
FEE 6 - MAR. 2 ANUAL 50 LDVAOE AGIOPLTLRAL lAE-
LES[ORA OR STONE AND 750 LW
LOBE ACE DF KTIOq
FERRQR
DATES RAF PA@1XE6T5
WT I - AUG, 6 GERMAN MLTE7 A DVAOQE 2000 L 51ACRE 6GOJW
AGRCLTLRAL LASE
STONE AND 750 LW
AGE CF 6 }p
FE41LP8t
DATES I]P: BAL
ALG 5- DM 30 RTE IGRAN RO LEWACE 2000 LEVACRE GXDUD
AGROLTLRAL LASE
STONE AND COO LB!
ACE OF D OC
MLCH SIULL E APPLIED AT TIE RATE ff 40001 AMAE STRAW. STRAW
SULL Be ANOICQEO W TACKING WRN AV' T. NETTING OR MMC-I
AN(>K)Q91G TOOL
ILArcD 4CFI- eu3ELS. TIE ANGLE FOR GRAINED SLOPES AND FLLS
SAL ENO GREATER 111E ANoTE WHCH CAN SE STAND -
VEGETATIVE COVE! CR OT ADELLIATE E OSON CONTROL EVES OR
STR.CTLfES N ANT EVENT, SLOB 1ST E OSED SULL. WTRN 6
CALENDAR DAYS CF CCANETCN OF ANY PIAE CF GRAD G E PANIEO
OR OTAWWIE PQO.'CED VAIN GRO(NI COVER ENCES OR STRUCTURES
EfRCBN. TO RESTRAN E20SON.
ER. Y VE7 LAND DSTRSNG ACTATY 6INDEQIAKER ON A
TRACT CCMFRSAG MORE .RANI ONE ACRE F MORE TUN ONE CONTGUWA
AGE S USOVBtO A GRCAD COME! SFFCEttT TO RESRAN EROSION
MST SE PANTED W OTLL45'SE PROVOS VT 30 NARKING DAYS ON TVAT
PCPTCN CF TIE TRACT LEON VAECN FLP J AC'TNE CON5IPIGT106V S NOT
,,NG UDWTAKE, PROVIDED n T TIS SAL NOT APFLT TO CLEARED LAND
FORMING TE HAW OF A 0.$NOR LATER TO SE NADATR.
L S0. EROSN CONTROL REVKES MST E NSTAMUD NNWLT AFTER TE
GRADING P3TM 6 SAID AND RCYdI GRADNG STALTS -AND
oeAELC BT STATE WLL CECK TEE EV04 FOR PPCi
INSTALLATION AND C MF WKE Y.1TN 7"S FLAN A V4TrrC 711 C'
TERPORWNCF WLL E ESLW TS Cffi rATE MIST Be BQOUGT TO
OLR. K)S DVSION EEPOPE A SADNG P WLL E 641®.
1 ALL RCCSCN CONTROL CEVCES ARE TO M vSTALBD N AOOOROANE
VVTH TIE APPROVED FLANS AND EPECFICAT ,6 ANY CTIDIGES ARE TO
E APPROVED BEFORE C)S2RICIKN W NCCEM PANG AND
EV8CPM , ORGY OF BOP. SCEWTUT. ADDnX AL DEVKPS WLL E
IREdkiD F N 5CE3SARY.
3 P FLL MAT9RA-5 PYE SEOG R)pT ONTO 7145 f OR F
WASTE! MAT P"S ARE TARN WGAN TMS PROSCT. TA$ WOPMATGN
MST E DISCLOSED AND SDVN ON TE 15?0 N CONTROL AND
GRADING TINE BORROW AREAS AND DAF STES ARE COIbtB.ID TO
Be PART OF TFLS PW.EOT.
4 AGEVM CRCULS GR O'RER 0-FED PERSONS ARE AITNCR® TO
P6dODCAMY INSPECT TE STS OF LAAD06RR3NG ACTNTE5.
OBSTRLCTW . MWMp+RNG OR NT3SBWa WITH 6 NS'eCTXIA
CARIES A MOO PW DAY qVL P@ .. TE NST-A OF THIS CVL
P@ULTT EG.QS NO FROQ NOTKE
S NC LANDDSRRBNG AGTMTI SAL SE PRMTTD W PROARTY TO A
LAKE CQ NATURAL WATECCOLRE UdE55 A - 2)E 6 FPoV[f-D
ALONG TILE MAIX.N OF 1 WATER BODY CF SFRCBNT WOT4 TO
c0NTE vnieLE SLTATION WTWN i 1VTNTY FNE PBKP S TIE
REFER ZONE NEAEST TIE IANDOSTLRBNG.
GENERAL NOTES
L ACCESS TO THE PROPOSED LAND DSTRBANCE AREAS
WLL E R' EOSTNG GOLF CART PATWS AND GRDCE5 THAT
5441. REMAIN.
2 2 Fi CONTOLR INTERVALS SHOWN.
3, N AREAS WITH NACCIRATE TOPO. A0. STMENTS TO
PROPOSED 5LT FETDRG AND ADDTDNAL AEASRES MAT
E NECESSARY.
EROSION NOTES
I IT 15 THE CONTRACTOR'S RESPONSIBILITY TO MODIFY THIS
PLAN AS PEOU62ED TO MEET FED CONDITIONS
2 TOTAL DISTURBED AREA, 0.56 ACRES.
a INSTALL E120SIXN CONTROL NEASIRES AS A MINIMUM, N
CONFORMANCE WITH 'STATE OF NORTH CAROLINA E120SION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL'
4. ALL PIPES SHALL HAVE RIP RAP PLUNGE POOLS.
5. ALL EARTFEN MATERIAL TO REMAIN ON SITE NO TRUCKING
MATERIAL OFFSITE.
6 ADDITIONAL EROSION CONTROL MEASURES MAY BE
REO IPM IN AREAS OF INACCURATE TOPO OR WHERE
REC.ESTED BY THE NCDENR INSPECTOR ENGINEER. OR
OWNER
7. STABILIZE ALL EXISTING UNCOVERED AREAS THAT WILL
NOT BE IMPACTED BY NEW GRADING ACTIVITIES.
8. CHECK SEDIMENTAMOSION CONTROL DEVICES AFTER
EACH STORM EVENT MAINTAIN OR PER-ACE EACH DEVICE IF
SEDMMBAIT ACOLM L.ATION HAS REACHED ONE HALF THE
CAPACITY CP THE DEVICE
9. SEE SHEETS ET, E4 FOR EROSION CONTROL DETALS.
10. ALL DISTURBED AREAS WITHIN THE DESIGNATED TROUT
BUFFER ZONE SHALL DE SODDED IMMEDIATELY AFT62 FINISH
GRADES ARE AO-EKED.
CONSTRUCTION SEQUENCE
L INSTALL SEDIMENT FE COG. N.ET AND CURET PROTECTK)k
2 GRAS TVE PERMANANT SWALE LFSTPEAM OF T E PROPOSED
5-DAY STORAGE POD.
3 EXCAVATE }OAT STORAGE POW TO Tie GRACES N ICATED.
A ANY STORM 2ILM)FF THAT ACCiM14TES N THE 5-DAY STORAGE
POND SAL BE PL PED TO TIE ETISTMG SEDW`ENT EAVN TO TE
SOUTWEST CF TIE SITE AT NO TAE SMALL SEDIMENT LADEN
R NOF E DSCYIA.RGED TO 1KE CATAWBA RIVER
S 16MEDATE.T TFON ACHE V FRISU GRADE CCN5TQLCT THE
GABON TOE AND MATTRESS
6 5TABL17E ALL DMUREED AREAS B( SEEDNG OR FADDFG.
MANTBNANCE WSPECTIONS SHALL E P3FORMED VA3T1Y AND
AFTER PANFALL REARS SHALL E R CGMED WhEEATELT.
?NOE NORTH CA127LWA E3205ON AND S®E.FM CONTROL
MANILA. SECTIONS 601 - 602 FOR AODTIONAL PFOQRMTION
Figure 5
Clearwater
Environmental Consultants, Inc.
7180AMAOESI
HeMMOM11Ie, NC 28791
(828)6989800
EXISTING 3• PVC
TRANSFER LINE TO
IRRIGATION POND
491
\ TOP / l 0,
^ry Z /
4- PVC NFLL,ENT LINE
LIMITS OF
DISTURBANCE / /.
1166
? "1764 'b /
gD'? \ /
A lE ?
NLET PROTECTION/ N,?O f/
TOP OF PIPE
`\9^r / / \\\\.!>j? EL=1767.2
/ 0 \\
/
Yj_GE
??SPE
S
a<=TEN
A J10,
e orm
Lioai
N
W•? /•E
.esp.
?2;.e
SEAL
:?; 03207 iq
•?,?5<EY lD?'4G?e
Z
C(
STALL SEDIMENT Z
EXISTWG INSTALL ?]
TRANSFER PUMPS FENCE
SEE SHEET C3 FOP E
O POND SECTIONS m
EXISTING ??cQi \0 ?. / k J
FENCE O
c / \
/ U Z
IF ti
Z U G Z
/
LL,
u ± ?V \ ?f/EXISTNG EFFLLENT W O
1772 .. // . ,}p ?.. ? / DISa4ARGE TO THE („) a,- Uj
ITI70gg 17 4 + A / ?CATAWBA RIVER W I- W N
76 )If (J
-162
1 Z
69
1760 Q 0 Q
1758
EXISTING » n TOP OF PIPE
L'J
SEDIMENT ^ EL•1756.9 . - / - -- - - - _ _ _ - - - - - - (n
BASH
i "_` / WSTI ndl ,IN.7 4 IF q?C f1 w
PROTECTION /
rMaT LEGEND

I
L=
_.X -X
0
DISTURBED AREA LIMITS (0.55 AC)
25' TROUT BLFFER LIMITS
25' TROUT E4FFE2
SILT FENCE (SF)
TOP OF BANK
INLET PROTECTION (IP)
BEFOnE YOU DIG
CALL 1-800-632-4949
AEC LMf CALL CSNER
Ore 1)-E LAW
GRAPHIC SCALE
( DI MT)
I InOE = 20 R
z
0
Smrm??g F
N
W23: Um9w W
aCs I0<
000 UO»'.
ANO{IX2AGE
/ SEE DETAL T-115 EXTEND
SEET) ETI (ttPl 51
DETAIL LNDE
?EXISTING SEEDTO
BAS WS4r
BASW
?4' WPE - SOLD SOLID PIPE
PVC LPER ABOVE
GEOTEXTLE FABR
(TIP ALL SIDE
SLCPB)
SLOPE ;J ADS `WAS-ED STONE BASE
-PERFORATED PIPE WWITU LNCH2ORAW (SEE DETAIL 1H5 SHEETI
AT 0% MMIIM
STORAGE POND SECTION A-A
?-BJSTALL OLEANOUT
- _ J AT END Or
lNDEIZDRAN
{- ra
NOT TO SCALE
}• 57A MESS
a 7? \
FCHE PIPE BOOT ?/ \ \h\ SILICONE
;'%T
PIPE WAIL(
rFXTPUSIO4 WELD
I PIPE BDOT TO LNG
• 6' 4000 PS
CONCRETE SLAB
WITH >4 BARS AT 17
OCEIN
PIPE BOOT SECTION
NOT TO SCALE
Figure 6
Clearwater
Environmental Consultants, Inc.
718OP.MA
NNtlers9nv8b, NC 28791
18281 5969200
L
x
F° m
s4zn
6 ez:o
°:dm9
Boa; ?

GABON RILED
ATTRE
?B-. R71 EL (771 REPO? POJ M SS
i0
NORMAL WATEP tEWi q- mo ATI S. SLOP ROCK
PPE BOOT AT - ----- ? ` b )3'%
PEPETRAIKKJBg PVC UA$2 ABOVE [S7NM1ETIC Iy.ER F71Pm GABON
/-PIP5
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CLEARWATER ENVIRONMENTAL CONSULTANTS, INC.
77777
September 18, 2006 t-
Cyndi Karoly
401 /Wetlands Unit
NC Division of Water Quality
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604-2263
RE: Blue Ridge Country Club Bank Stabilization
McDowell County, NC ,
Dear Ms. Karoly,
Enclosed please find a Pre-Construction Notification (PCN) application for a bank
stabilization project located in McDowell County, NC. Impacts to jurisdictional areas on
the site are limited to stabilizing approximately 174± linear feet of the North Fork of the
Catawba River. A vicinity map, a site location map, and design/impact drawings are
included with the application for your review.
This PCN is adjacent to and immediately downstream of a recently authorized
stabilization project on the property of Blue Ridge Country Club. This request for
additional stream bank stabilization was not included with the previous PCN because it
had been under separate ownership.
On behalf of Linville Falls Club, LLC, we are requesting authorization through
Nationwide Permit No. 13. Thank you for your assistance in this matter. Please do not
hesitate to contact me at [phone] if you have any questions or comments.
Sincerely,
f
61-
Clement Riddle, P.W.S.
Principal
Cc: Kevin Barnett, NCDWQ
D vi
SEEP 1 v 2D06
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4e ? t=34 sTr . _ ;rv?.H
718 Oakland Street
Hendersonville, North Carolina 28791
Phone: [phone] Fax: [phone]
www.cwenv.com
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. D 6 V 10),
k- -.y 1 -Aa, iu.ui is uvL aljljiic,autc w u11J ptUJect, please enter -Mt Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
i
2. Nationwide, Regional or General Permit Number(s) Requested:
13
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information G ?? X006
Name: Linville Falls Club LLC S
Mailing Address: c/o Wil Garner
5615 Potter Rd
Matthews NC 28104
Telephone Number: [phone] Fax Number:-
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: R. Clement Riddle
Company Affiliation: ClearWater Environmental Consultants Inc.
Mailing Address: 718 Oakland St
Hendersonville NC 28791
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: clement(i ,cwenv.com
Pagel of 8
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
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: Blue Ridge Country Club - Wastewater Treatment Plant Repair
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 963518226240
4. Location
County: McDowell Nearest Town: Marion
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.):_ Take Hwy 221 north from
Marion. Blue Ridge Country Club is located on the eastern side of Hwy 221 after
approximately 18.5 miles.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.88308 ON 81.93893 °W
6. Property size (acres): approximately 70 acres
7. Name of nearest receiving body of water: North Fork Catawba River
8. River Basin: Catawba
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/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 waste water treatment plant (WWTP) site is located
downstream of the existing Blue Ridge Country Club golf course General land use is rural
residential. The WWTP received massive damage as a result of hurricane rains in 2004 At
Page 2 of 8
present the storage pond embankments are damaged and vulnerable to further harm by
flooding.
10. Describe the overall project in detail, including the type of equipment to be used: The
overall project involves the repair for the WWTP Heavy equipment will be utilized to
repair the damage to river banks and provide future stability.
I
11. Explain the purpose of the proposed work:__ The proposed work is to return the wastewater
treatment plant to full operation and to provide for future bank stability of the river while
protecting water quality.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. A Nationwide Permit No. 13 for bank stabilization activities was issued
on August 25, 2006 (Action ID SAW-2006-40198-359 and DWQ Project No 06-0470) in
relation to the golf course portion of the property. This portion of the project was not included at
the time because the WWTP was under separate ownership
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 other future permits are anticipated at this time However all phases of the project have not
been planned or developed. Therefore it is possible that future impacts may be needed
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation 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.
Page 3 of 8
I . Provide a written description of the proposed impacts:_ Impacts will involve the
stabilization of 174± H. of bank of the North Fork Catawba River in the vicinity of the
i WWTP. Because the stabilization effort is to protect the storage pond of the WWTP hard
engineering practices more than natural channel design principals The work consists of the
placement of gabion baskets. at the toe of the slope with a gabion mattress above
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flondino
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
FloodPlain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
N/A

Total Wetland Impact (acres) N/A
3. List the total acreage (estimated) of all existing wetlands on the property: 0.0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage multiply length X width then divide b Al 560

Stream Impact
Number

(indicate on map)

Stream Name

Type of Impact

Perennial or
Intermittent?
Average
Stream Width

Before Impact Y
Impact

Length
(linear feet)
Area of

Impact
(acres)
1 North Fork
Catawba River Bank stabilization Perennial 60 174 0.01

Total Stream Impact (by length and acreage) 174 0.01
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads. etc_
Open Water Impact
Site Number
(indicate on map) Name
(if applicable) Watee) -
Type of Impact Type of Waterbody
(lake, Pand estuary, sound, bay,
ocean, etc.)
N/A !

Total Open Water Impact (acres) N/A
Page 4 of 8

6. List the cumulative impact to all Waters of the U.S. resultinn frrnn the nrn;Pt-f-
Stream Impact (acres): 0.01
Wetland Impact (acres): 0.0
Open Water Impact (acres): 0.0
Total Impact to Waters of the U.S. (acres) 0.01
Total Stream Impact (linear feet): 174
7. Isolated Waters N/A
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond:
Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. As a result of the June 1 2006
meeting with the USACE the NCDWO and the NCLRC efforts were made to design
stabilization methods utilizing design principles so that impacts to the river were minimized with
the greatest chance of long-term stability and protection of water quality. Stream banks areas
related to the WWTP will be stabilized using hard engineering methods Previously permitted
stabilization areas are utilizing natural materials (i.e. boulders and vegetation) to stabilize the
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 5 of 8
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.htm].
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.
No mitigation is proposed as impacts are temporary and limited to bank stabilization
measures.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.erir.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): NIA
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
Page 6 of 8
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multiDliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 N/A 3 (2 for Catawba)
2 1.5
Total N/A
c.vuc , cxrci,us UUL av rect perpenmcuiar from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation, of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
Page 7 of 8
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. N/A - No additional impervious surface will be
created as a result of this project.
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 - No additional sewage will be generated as a result of this project
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
This project is designed to maintain water quality by stabilizing the stream bank and separating
the WWTP pond from the North Fork of the Catawba River.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
We are requesting additional time within the trout moratorium to complete this project All work
should be completed before December 31, 2006.

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
R.D. Darrell Company
5615 i'otter5 load • Matthews, NC 28104
Office 704-821-8972 . Fax [phone] • Mobile. [phone]
July 10, 2006
Chris Grose
Clearwater Environmental Consultants, Inc.
718 Oakland Street
Hendersonville, NC 28791
Re: Acting Agent for the Blue Ridge Country Club/Linville Falls Club LLC
Mr. Chris Grose,
Please find this letter in reference to the Blue Ridge Country Club in Marion, NC. On
behalf of Linville Falls Club, LLC you are hereby authorized to act as the agent for the Blue
Ridge Country Club in McDowell County, NC and all issues pertaining to wetlands permitting
matters on the above referenced project.
Sincerely,
Wil G er
Land Development Project Manager
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EXSTlrlr- NPDES PERMIT N00080098
PERMITTED FLAN UNDER NPDES PERMIT: 0.025 MGD
MAXIMUM FLOW PERMITTED UNDER DENR PERMIT. 0.2023 MGD
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LEGEND
GABIOfN BASKETS
GABON MATTRESS
25' TROU-r BUFFER LIMITS
RIVERS EDGE
Figure 4
Ocarwatcr
Environmental Consultants, Inc.
7180aki-d St
HenBersam6le• NC 28791
[phone]
LNIBR VENT
(TYP. OF 10)
INSTALL PACKAGE E.ECTOR-
PIT WITH CHECK VALVE
E7CNE MODEL bq OR
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NC OAECAU must
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BASKETS SEP 1 9 2006
\ EXISTING EFFLUENT
DISCHARGE TO THE t3ENR - WATER QUALITY
CATAWBA RIVER WETLANDS 94D STORMMIJK-R 6R
/ PRCPC-RTY LTE - - -- - -
SEEDING/PLANTING NOTES
L SURFACE WATER CONTROL MEASL ES TO SE INSTALLED ACCORDING TO R-AJt
COMPLETE GRADING BEFORE PREPARING SEEDBED
2. AREAS TO E SEEDED SWIM BE RPFED AND SPREAD WITH AVALPAE
TCPSO- T DEEP ON SL a-l OR PLATTER TOTAL. SEEDBED PREFARE
LEPTM 5BE 4' TO 6 DEEP. F SOLS ARE COMPACTED DLRW GRADING
1.005 ! TO A DUPTH OF 6 TO 8..
3 LOOSE ROCKS, ROOTS AND OT OBSTRUCTIONS SWIM BE REMOVED FROM
T W SURFACE TO PREVENT INTERFERENCE WNH E57IARI9MBVL AND
MAINTENANCE OF VEGETATION
A APPLY LIME ACCQROIG TO SOL TEST RECOMENDATION& SOLS WIM PH
M T 16 NEED NOi E LIMED F PH B NOT IdNOWR APPLY LIME
ACCORDING TO SWIG SPECIFICATIONS B3,M APPLY LIMESTONE AND
MCCRPORATE INTO TOP 4' TO 6 OF SQL
5 APPL Y FEIU2E ACCORDING TO SOL TEST RECOMMENDATIONS, IF NO SOL
TEST HAS BEEN FEPFCRIED. APPLY FETL®t ACCORDING TO S-OING
SPECIFICATIONS 95-aft
6 R LlGH5N SEA SURFACE PRIOR TO PPPLI('ATdt GROOVE OR FURROW
SOPS STEEPER THAII 31
7. FOR TEMPORARY SEEDING OF AREAS WHIN YAL NOT BE BRO/:SD To FINAL
GRADE FOR MORE THAL4 5 CALENDAR DAYS, FCU- V TIE TEMPORARY'
S®NG PECIFCATCB6lSAW.
S Wr81 MATTING S. PLACE WE A Sly SLOE DLPIG MONT4G OUTSIDE OF
14E PBC ? SEDING SEASON AS LISTED W TIE NCSEC CENTS G4
MAMNL AND LISTED SOW TOLE CONTRACTCR MAY SILL SEEI) TIE SLOE
L/LER TIME MATTING WHIM TW APPROVED PLBRNENT SEEDING SPECS SE
SEED 64OLD LaY DCRAENT LNTL TVE GWVWG SEASON RETLRPS. R 6
ADVISABLE TO INCREASE THE APR.GATIOI RATE TO AC=W POP SOME
SEE L05S DUENG ITE INTER CNT)4S.
9. GRC4LG COVE MwT E ESTABL WIT 5 CALENDAR DAYS OF
REMORA FNAL GRADE.
PERMANENT SEEING SPECIFICATIONS (DIS
LOrv MANT134ANOE AREAS
STEEP SLOPES OR SfONR SWLOW OR CRY 50.6
DATES RA
4LG 25 - SEPT. 6 TALL FESSLOEES 100 LBIALTE
F®. 5 - MAR 21 SERCEA L 55 EEZA ,0 ACPE
KOE LEPd'?A 10 LBDACGE
GENTLE BLdFS, AVERAGE SOILS
DATES TYPE RAM
ALG. 25 SEPT.6 TALL Ff".? BO-AC-
FEB. 5 - MAR. 9 513ECEA EPEEIA RO -ACRE
KCE IESEM7A 10 LWACRE
FGH MANIBVAd:E AREAS
GENTLE SLOB SRS WDH AVEAC-E OR BETTER MOTS E COOL
ELSE
DATES TYPO RATE
AM 25- SEPT. 5 BLED OF TWO TLS-TOPE 200 - 250 LB1ACf.E
TALL FSdS 190U AND
TWO OR MORE I03ilUCAT
ELE6RASS VARIETIES M
GETLE SLOPS DRE SOLS. PWYSCAL LIMITATIONS
DATES ?? RATE
AM 25 - SEPT. 6 B-BD OF 501 ICY-3 TALL 200 - 250 LVACRE
FESCUE AND 501 MKTLRE
OF TWO W MORE TIRE
TYPE TALL FE50ES
GRASS-LINED CHANPB6 AVERAGE SOILS
DALES -1= PATE
AG 25 - OCT. TALL FSEOE 200 LB`ACPE OR
4 - 5 LBn000 Sr
GRASSS-LIED dIAN?EL6 DRY SOILS
DATES n P6-
APRIL 15 - .U•E 30 COMMON SHWA GRASS 40 - BO IH/AOE OR
1-2 w`OOOP
AM90M19DS SIINL LE APR(s) AT 71E RATE OF 40001&MAE OF
fROID AGP1CMTURA LMFSTCNE AND IOCO L ACRE OF 10-1710
FETIRE. DRY 501. GRASS-LINED Cl A SWIM USE 3000
LBIACPE OF GROUND AGRdLTLRAL LI ESTOE AND 500 LB/ACRE CF
TWO10 FERTILIZER MLCH SWIM E APPED AT TE RATE OF 4000
LWACRE CF STRAW. STRAW SILL E ANCI DMD BY TACKIG WITH
NETTING OR ALLOT AOL JJR OR EXCELSIOR MATTING 5I-IALL
BE USED N GRASS LIED CVPNN LS TO CALCILATED AGW WATER
TEMPORARY S®DG SE:RCAMkS(DtS
DE""
DAYES a A
.WL I - MAY I RTE (GPAN1 RO LBIAC£ 2000 LBIACRE 6RCUD
FEN 6 - MAR. B AMYL 50 LB/AOE AGRd1TRAL LAE-
LEPeDEIA OR STOE AND FA-
LOE ACRE CF )0-10-10
PEMM52
DALES T1? RAT
MAY I - AVG. 5 GERMAN MILLET .0 UYACRE 2000 LBIACRE GtOY'D
S1OE F D TS 15O L
BF
ALTS O O-Y}D
FERTLffi
DATES .?'ff R6TE 9
AM 5 - DEC. 30 RYE IGRAN IA L&OORE 2DOO LIRACRE GRAND
AGRCLLTLRAL LASE
STOE AND 000 W
ACE CF 10- 10
FERR129
ML.OE SHALL E APiLL® AT TIE RATE CP 4000 IBVACPe STRAW. STRAW
SILL BE AN.C4CGE BY TACKING WITH ASP WT. NETTING OR MLLCLI
ANGNCRWG TOCL
GRADED g CAFC END E c . RE ANGLE FOR GRPfID SLOPES AND RLS
SMAL E NO GREATER TPHN TIE ANGLE WHOM CAN Be RETAINED BY
VEGETAYNE COVER OR OY-EP AEWATE ELISION CONTROL DEWCFb OR
SIRUCTILES. N ANY EVENT. SLOPES LEFT Eb+CvSED 9W1 W,T1N 5
CALENDAR DAYS OF CCMPETON OF ANY PRASE OF GRACING E PLATED
OR OTHERWISE PROVIDED WILI GPO" COVER. DEVICES OR SIRWTL.ReS
SUFFCBIT M RESTRAIN EROSION
G ..IX - W.SEVE LAND DSTLRBM ACTIVITY 6 LNCERTAKE ON A
TRACT COMPRISING MORE TAN OE ACRE F MORE TIWN ONE CONTGUOb
ACRE IS LNWJFRED A GLIXFD COVE SLFFLENT TO RESTRAIN ePOSCN
MST E RANTED OR CTfEQWSE PROVIDE WmN 30 WOMB G DAYS ON TINT
PORTION OF THE TRACT IPON WAC41 FLRRH2 ACTIVE WNbTRLOTON 6 NOT
E!G UDERTAIdm PRDMAD? TAT TMB SPWL NOT AFRY TO CLEARED LAND
FORMING ' BASIN OF A RESEIZVOR LATE TO E NI DATET.
L SOL EROSION CONTROL DEVICES MST BE INSTALLED INITIALLY AFTER TlE
GRADING PERMIT 61SSL-0 AM ROLG4 (RAIDWG STARTS RAVING AND
DEVELOPMENT STAFF WLL CIE{ TI-ESE DEVICES FOR PROPER
WTALLATICN AM CCMRWNCE PRT4 TAPS RAN A'CEIPCATE W
PERPOP. W.GE WILL Be 651ID. TAPS OL'QIFCAR MIST E &.OLOR TO
OR INSPECTIONS WISO N 85-ME A HILDI4G PERMIT WILL. SE ISSILECI
2 ALL ECEOJ CCMROL DEVICES ARE TO E ISTNLHD N ACCORDANCE
VAN TIE APPROVE PLANS AND SPECIFICATIONS. ANY O14NG'9 ARE TO
E APPROVE EFORE Cdb70.DiKN NT NtDER RAVING AND
0EVEL[PM3R. OPCE OF SO. SC ENTISL ADDITIONAL, DEVTE$ WLL E
REO-RE F NECESSARY.
31 F PILL MATERIALS ARE BEING EOS,14f ONTO TINS PROPERTY OR F
WASTE MATERIALS ARE TAKE FROM THS PROMCT. TAPS 1,FC MATT N
MST E DISCLOSED AND SDWF4 ON TFE EK61ON CJDTKI AND
GRADING PLAN BORROW AREAS AND DUMP GIVES ARE CONSRELID M
E PART OF TAB PRO.ECT.
4. AGENTS, OFFICIALS, OR OM42 CARPE PERSONS ARE AUNDRIZED TO
PERIODICALLY INSPECT TIE SITS OF TAM-D6TURIG ACTIVITIES.
OBSTRLICIIG {1AIPEIJG OP Nreh WIT 60]1 INSPECTIONS
CARRIES A SSOO PER DAY CWL PENALTY. INSTIGATION OF 714S CML
PENALTY REOIRES NO PRIOR NOTICE
6 NO LAD-06RRBFG ACTIVITY SPA1L E PERMI= IN PROXIMITY TO A
GENERAL NOTES
L ACCESS TO TFE PROPOSED LAND DSTLRBANCE AREAS
WILL E BT ExSTING GOLF CARL PATH, AND BRIDGES TINT
SLV4L OAK
2 2 F7 CONTOUR INTERVALS SHOWN
S N AREAS WITH NACCLRATE TCPO. AD.LISTMEtM TO
PROPOSED SILT F9ICAN6 AND ADDITIONAL MEASURES MAY
E NECESSARY.
CDnalnKl nTnTGa
L IT IS THE CONTRACTOR'S RESPONSIBLDY TO MODIFY THIS
PLAN AS REQUIRED TO MEET FIELD CONDITIONS.
2. TOTAL DISTURBED AREA, 0.56 ACRES
S INSTALL EROSION CONTROL MEASURES AS A MINIMUM, IN
CONFORMANCE WITH -STATE OF NORTH CAROINA EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL'
4. ALL PIPES SHALL HAVE RIP RAP PLU1,GE PODS.
5. ALL EARTHEN MATERIAL TO REMAIN ON SITE NO TRUCKING
MATERIAL OFFSITE
6. ADDITIONAL EROSION CONTROL MEASL92ES MAY BE
12EG IIPM IN AREAS OF INACCURATE TOPO OR WHERE
REQUESTED BY THE NCDERR INSPECTOR, ENGINEER. OR
OWNER.
7. STABLIZE ALL EXISTING UNCOVERED AREAS THAT WLL
NOT Be IMPACTED BY NEW GRADING ACTIVITIES.
8. CHECK SEDIMENT/EROSION CONTROL DEVICES AFTER
EACH STORM EVENT. MAINTAIN CR REPLACE EACH DEVICE F
SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE
CAPACITY OF THE DEVICE.
9. SEE SHEETS EL E4 FOR EROSION CONTROL DETAILS.
IO ALL DISTURBED AREAS WITI4N THE DESIGNATED TROUT
BUFFER ZONE SHALL BE SODDED IMMEDIATELY AFTER FINISH
GRADES ARE ACHEIVED.
CONSTRUCTION SEQUENCE
L INSTALL 5EOP.ENT FENCING. NET APO OUTLET PROTECTION
2 GRADE TI-E PERMANANT SWALE LFSTREAI OF THE PROPOSED
5,DAT STORAGE PCM.
A EXCAVATE 5.DAY STORAGE POND TO Y-E GRAPES INDICATED.
4 ANY STORM RUNOFF THAT ACCLMLATES N THE 5-DAY STORAGE
POND yWl BE N1,fED To TE EK6TNG SEDIMENT BASIN TO THE
5OU M15T OF THE SIZE AT NO TIME SEAL SEDIMENT LA 15N
RLNCFF BE DSd{ARGED TO THE CATAWBA RVEZ
S IMMEDIATELY UPON AOEYIG FINISH GRADE CONSTRUCT TIE
GABON TOE AND MATTRESS
6 STABILIZE ALL D68keED AREAS BT SEEING OR SODDING
MAINTENANCE WEPECTKM SU41 BE RRFOMMED W1EE5.Y AND
AFTER RAFFALL REPAIRS SFVAL BE PERFORMED IMMEDIATELY.
PEFERUJCE NORTH CAROLINA EROSION AM SEDIMENT CONTROL
MANUAL SECTIONS 6.01- 602 P02 ADDITIONAL NFORMATICN
Figure 5
Clearwater
Environmental Consultants, Inc.
718 Oakland St
Hendersan0le, NO 28791
(820) 6969900

EXISTING 3' PVC
TRANSFER LINE TO
IRRIGATION POND
/
EXIS'fINIG `
TRANSFER PUMPS
1 Y
4' PVC 1NIRLENi LINE
// ,\9b6 / /
LENTS OF
DISTURBANCE
1176
NBT1
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DISCHARGE : CWBA RIVER
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B DIIMENT E-=1756..
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r
.A DISTLRBED AREA LIMITS (055 AC)
i
-X -X

25' TROUT BUFFER LIMITS
25' TROUT
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TOP OF BANK
INLET PROTECTION (IP)
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SEP 1 9 2006
OENR-WA EFL QUALITY
'NEL.ANDS AND STORNIM71 ER SCI
BEFORE YOU DIG
CALL 1-800-632-4949
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Clearwater
Environmental Consultants, Inc.
118 Oa.a S
Hak9rso WW.. NC 28791
[phone]
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nc Division of Water Quality 9/18/2006
PCN Application-422-Blue Ridge Country Club 475.00
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Checking Wachovia PCN Application-Blue Ridge Country Club 475.00