Jackson Co Misc.

A47PA
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
July 6, 2010
Division of Water Quality
Coleen H. Sullins
Director
Ms. Annette Tarnawasky, Registered Agent
Sequoyah National Golf Club, LLC
P.O. Box 455
Cherokee, NC 28719
Subject: Notice of Violation and Recommendation for Enforcement
NOV-2010-PC-0208
Incident Closure
Jackson County
Dear Ms. Tarnawasky:
LE C C
Dee Freeman
Secretary
The Division of Water Quality (DWQ) has received the Sequoyah National Golf Course Sediment
Removal Final Report from Wetland & Ecological Consultants, LLC, related to the Notice of
Violation and Recommendation for Enforcement, NOV-2010-PC-0208.
DWQ has reviewed the information provided and conducted a follow-up site visit to the golf course
on June 24, 2010. The written response and the sediment removal observed at the site have
satisfactorily resolved the violations noted in the subject Notice of Violation and Recommendation
for Enforcement. DWQ did discuss with Jason Morrell and Jeremy Boone the need for re -seeding
to stabilize bare areas along Tributary 1.
This letter in no way precludes this Office for taking action on this or any other violation.
Violations are subject to civil penalty assessment of up to $25,000.00 per day for each
violation. Should you have any questions regarding these matters, please contact me at (828) 296-
4500 or [e-mail].
Sincerely,
Susan A. Wilson, P.E.
Environmental Engineer
Surface Water Protection Section
cc: AIR ltnlpl>apr
DWQ Central Files
Jason Morrell, Wetland & Ecological Consultants, Inc.
Robert Shelton, Jackson County Planning
ARO File Copy
S:\SWPVackson\Stormwater\NCG01 Construction\Sequoyah Natl Golf Course\NOV Closure Sequoyah.7 2010.doc
SURFACE WATER PROTECTION SECTION —ASHEVILLE REGIONAL OFFICE One
Location: 2090 U.S. Highway 70, Swannanoa, North Carolina 28778 NorthCarolina
Phone: [phone]\ FAX: [phone] \ Customer Service: 1-877.623-6748 //
Internet: www.ncwaterquality.org �gturQ���
An Equal Opportunity 1 Affirmative Action Employer

Wilson, Susan A
From: Jason E. Morrell [e-mail]]
Sent: Monday, April 26, 2010 8:54 AM
To: Wilson, Susan A
Subject: Sequoyah National
Susan,
As requested, here is Mr. Spangenberg's contact information:
Sam Spangenberg
481 Banjo Lane
Whittier, NC 28789
570-878-8334 (Cell)
Regards,
Jason E. Morrell, C.E.
Senior Ecologist
Wetland & Ecological Consultants, LLC
3225 South Cherokee Lane, Bldg. 800
Woodstock, GA 3o188
Phone: [phone]
Fax: [phone]
Cell: 770-880-3705
j emorrell Pwet-eco. com
-fb A42,7 4
l90(w (Ir-, o-r- G/Z4)2a1-0/
1

WETLAND & ECOLOGICAL CONSULTANTS, LLC
June 8, 2010
Ms. Susan A. Wilson
North Carolina Department of Environment & Natural Resourcegl
Division of Water Quality — Surface Water Protection
zb
Asheville Regional Office
2090 U.S. Highway yo
Swannanoa, NC 28778
V
Subject: Sediment Removal Final Report JUN i 0 2010
Sequoyah National Golf Course I
Jackson County, North Carolina ;
WEC Project No. 02-112 06 V�ATER QUALITY SECTION
4 ASHEVILLE REGIONAL OFFICE
DWQ Tracking No. NCRooi658
Dear Ms. Wilson, �.._.�... .,_ _ _....._.._......._..., y .�.,t�..
On behalf of Sequoyah National Golf Course, Wetland & Ecological Consultants, LLC
(WEC) is pleased to provide this final report documenting implementation of sediment
removal actions on the above referenced project site. On -site restoration work has been
completed in accordance with the Sediment Removal & Streambank Stabilization Plan
(Plan) prepared by WEC and approved by the North Carolina Department of
Environment and Natural Resources,. Division of Water Quality (DWQ) by letter dated
April 28, 2010. WEC personnel monitored sediment removal actions on -site to
document compliance with the Plan. As stated in previous correspondence, sediment
removal actions required additional time to complete than stated in the Plan; therefore,
an extension for submittal of this final report by June 11, 2010 was requested and
approved by you via email correspondence dated May 19, 2010.
Overview of Restoration Work
Stream Sediment Removal
Accumulated sediment was removed from two tributaries to Crooked Creek (Tributary 1
and 2, Figure 1) during the period of May 10-20, 2010. Sediment was removed from the
subject streams by Landscapes Unlimited personnel using hand shovels and buckets
(Photograph No. 1). Prior to sediment removal, coconut fiber (i.e., coir) logs
(Photograph Nos. 2 and 3) were installed downstream of the sediment removal areas to
prevent further release of sediment during removal actions. Sediment removal was
limited to the subject stream channels and vegetated deposition bars were preserved per
3225 South Cherokee Lane Phone: [phone]
Bldg.800 Fax: [phone]
Woodstock, Georgia 3o188 www.wet-eco.com

Sediment Removal Final Report June 8, 20I0
Sequoyah National Golf Course WECProject No. 02-1124o6
DWQ guidance. In addition, all reasonable efforts were made to preserve coarse
substrate (i.e., coarse sand and gravel), while removing fine sand and silt deposits.
Per DWQ guidance, the wetland seep adjacent to Tributary i (Figure i) that received
sedimentation due to failure of a fill slope on -site was seeded (Photograph No. 4) with a
native herbaceous wetland plant mix to facilitate colonization of the area with wetland
vegetation and stabilize accumulated sediment. In addition, coir logs were installed
along the bank of Tributary i abutting the wetland area (Photograph No. 5) to stabilize
the streambank and prevent the release of sediment from the wetland area into the
stream prior to establishment of native vegetation.
Removed sediment was placed in a sealed, tractor pulled trailer (Photograph No. 6) or a
backhoe with a sealed bucket (Photograph No. 7) and transported from the subject
streams to two upland disposal locations. In some areas sediment was placed directly in
the trailer or backhoe bucket by hand (i.e., five gallon bucket) and in other areas, where
accessible, sediment was placed in a sealed excavator bucket (Photograph No. 8) by hand
and transferred to the trailer or backhoe bucket for transport to the disposal locations.
Removed sediment from Tributary 1 and Tributary 2 was deposited at Disposal Area 1
(Photograph No. 9) and Disposal Area 2 (Photograph No. 1o), respectively (Figure 1).
Earthen berms and silt fencing (Photograph Nos. 9 and 1o) were installed down slope of
the sediment disposal locations to prevent escape of deposited sediment. Sediment
deposited at the disposal locations will be allowed to dewater and then spread and
seeded with native grass species.
WEC personnel monitored sediment removal from the subject streams to verify that
recently deposited sediment was removed from the stream channels while preserving
pre-existing stream sediment and channel dimensions. WEC personnel recorded the
number and volume of sediment loads transported from each stream in order to verify
that the volume of sediment removed was consistent with estimated volumes from the
pre -removal sediment assessment.
Pond Sediment Removal
Recently deposited sediment was removed from a 0.3-acre off -site pond located south of
the golf course property (Figure 1) during the period of May 24 - June 4, 2010. Sediment
was removed from the pond by lowering the water level in the impoundment and
2

Sediment Removal Final Report June 8, 2010
Sequoyah National Golf Course WECProject No. 02-1124o6
implementing mechanical dredging with a Doosan Model DX3ooLC long reach
excavator working from uplands (Photograph No. ii). Lowering of the pond was
conducted using mechanical pumps that conveyed surface water, via hoses, through the
emergency spillway pipe in the pond dam. Water pumped from the pond was diverted to
an upland ditch installed with straw hay bales (Photograph No. 12) to trap suspended
sediments prior to discharge to receiving waters on -site. In addition, temporary coir logs
were installed in the stream channel below the subject pond during sediment removal to
prevent sedimentation of downstream waters.
Sediment excavated from the pond was placed in JCB Model 714 (Photograph No. i3)
and Hydrema Model 912D articulated dump trucks with sealed beds for transport to two
upland contained disposal locations (Figure i). Disposal Location 2, in which sediment
removed from Tributary 2 was deposited, also was used for disposal of a portion of
accumulated sediment removed from the pond. The remainder of sediment removed
from the pond was deposited at Disposal Area 3 (Photograph No. 14, Figure i). An
earthen berm was constructed and silt fencing was installed down gradient of Disposal
Area 3 (Photograph No. 14) to prevent subsequent sediment runoff and discharge to
jurisdictional waters. Sediment was stockpiled in the disposal areas and will be allowed
to dry, spread and seeded with native grass species, and mulched for long term
stabilization.
WEC personnel monitored sediment removal from the subject pond to verify that
recently deposited sediment was removed from the pond bottom while preserving pre-
existing pond sediments and/or bottom contours. Recently deposited sediments were
differentiated from older sediments in the pond by examining color, texture, and/or
inclusion of organic matter. Newly deposited sediment in the Blue Ridge Mountains of
the eastern U.S. is typically reddish in color (varies depending on source of the sediment)
if it was eroded from an upland position since the parent soils are oxidized. Older
sediment typically exhibits grayish colors indicating prolonged exposure to anaerobic
conditions where reduction of iron has occurred. Older accumulated sediment was
removed from the area surrounding the outlet control structure for the subject pond in
order to access the structure for repair per the property owner's request. WEC personnel
logged the number and capacity of sediment loads transported from the pond in order to
verify that the volume of sediment removed from the subject pond was consistent with
the estimated volume from the pre -removal sediment assessment.
3

Sediment Removal Final Report
Sequoyah National Golf Course
Post -Removal Assessment
Stream Sediment Removal
June 8, 2010
WECProjeetNo. o2-u24o6
Sediment removal actions on -site restored pre-existing stream hydrology to the two
tributaries which had been altered by increased sediment loadings from golf course
construction. Hydrologic restoration improved available habitat for aquatic organisms
by increasing pool capacity and overall water levels through out the streams. Sediment
removal also exposed coarse substrate (i.e., coarse sand, gravel, and cobble) that had
been covered by accumulated sediment, thereby restoring additional aquatic habitat.
Sediment removal also is anticipated to reduce stream turbidity as less sediment will be
released and/or resuspended from the stream channel during storm events. Photograph
Nos. 15-35 depict the sediment sample locations (Figures 2 and 3) included in the Plan
following the completion of sediment removal. In addition, Photograph Nos. 9 and io
depict the stream sediment disposal areas and associated erosion control measures.
Based on the results of the sediment assessment of the two streams completed by WEC,
it was estimated that Tributary 1 and 2 contained 73.3 and 52.7 cubic yards of sediment,
respectively. Based on the load capacity of the equipment used to transport stream
sediment calculated by WEC personnel and the quantity of sediment loads transported
from the subject streams, it is estimated that approximately 65A and 39.8 cubic yards of
sediment were removed from Tributary 1 and 2, respectively. The difference in the pre -
removal estimated volumes and the removed estimated volumes of sediment is
attributed to the averaging using in generating assessment estimates. An average width
and depth of recently deposited sediment was established for each stream, based on field
measurements taken at regular intervals, and the product of these two values was
multiplied by the overall length of stream reach impacted by sedimentation to generate
the estimated volume of recently deposited sediment. This method does not account for
differences in accumulated sediment volume throughout the impacted reach, such as
steep gradient areas that received less sediment accumulation.
Pond Sediment Removal
Removal of sediment from the off -site pond increased pond storage volume which had
been reduced due to sedimentation associated with construction of the adjacent golf
4

Sediment Removal Final Report June 8, 2010
Sequoyah National Golf Course WECProjectNo. o2 u2¢o6
course. The restored pond will provide increased warm water fish habitat and greater
flood storage capacity than pre -removal conditions, while also providing greater
recreational and aesthetic value to the property owner. Photograph Nos. 36 -39 depict
the subject pond bottom prior to and upon completion of sediment removal.
Based on the results of the sediment assessment of the pond completed by WEC
personnel, it was estimated that the pond contained 1,185.8 cubic yards of recently
deposited sediment. Based on the bed load capacity of the dump trucks used for
sediment removal and the quantity of sediment loads transported from the subject pond,
it is estimated that 2,586.9 cubic yards of sediment was removed from the subject pond.
The estimated volume of sediment removed exceeds the estimated volume from the field
assessment because, as stated above, older sediment present in the pond bottom prior to
golf course construction also was removed, per the property owner's request, in order to
repair the pond outlet control structure.
Conclusion
This report documents implementation of sediment removal actions on the Sequoyah
National Golf Course as proposed in the DWQ approved plan for the project site. On
behalf of Sequoyah National Golf Club, WEC respectfully request DWQ written
concurrence that the approved sediment removal plan has been successfully
implemented. If you have any questions regarding this final report please contact the
undersigned at [phone]•
Sincerely,
WETLAND & ECOLOGICAL CONSULTANTS, LLC
Jason E. Morrell, C.E. ohn T. Vermont, P.W.S., C.E.
Senior Ecologist Senior Principal
Enclosures: Figure i — Project Site Map
Figure 2 — Sediment Sample Station Map — Tributary i
Figure 3 — Sediment Sample Station Map — Tributary 2
Photograph Nos.1-39
cc: Jeremy Boone, Sequoyah National Golf Club
Robert Shelton, Jackson County Planning
Brian Vitek, Landscapes Unlimited, LLC
5

N
Disposal Area i
W E
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® Di' ng Range
-
• Tributary -2
c
e Off=site-Pond
Disposat Area 3, �1 •
LEGEND
Manmade Ponds Tees
` Intermittent Stream K Green
Perennial Stream Fairway
Cartpath Wetlands
Property Boundary + Sediment Disposal Areas
iClubhouse
Bunker
Note: Tributary 1, Tributary 2, and the Off -Site Pond Were Cited for Sedimentation
per The North Carolina Division of Water Quality Notice of Violation Dated 3/1/10.
Base Map Source: Sequoyah National Golf Course Layout provided by Landscapes Unlimited, LLC
Sequoyah National Golf Club
WETLAND & ECOLOGICAL
Jackson County, North Carolina CONSULTANTS, LLC
Woodstock, Georgia
1:9,000 1
Figure i
Project Site Map
WEC Project No. 02-1124o6

y
N LEGEND
W
r E � Sample Stations
Perennial Stream
1$
S
Intermittent Stream
Wetlands
1
Property Boundary
Treeline
/—
Cartpath
10
�
C—) Bunker
KTees
Green
>> 8
C3 Fairway
7
6
5
4
C- J
3
r. -
L
2
i
4L
f 1
4
1
150 75 o i5o Feet
1 inch = 150 feet 1:1,800
Base Map Source: Sequoyah National Golf Course Layout provided by Landscapes Unlimited, LLC
Stream and Wetland locations from Wetland & Ecological Consultants, LLC GPS boundary survey of delineated waters of the U.S., December 13-18, 20o6.
f>.
Figure 2
Sequoyah National Golf Club
'"
Sediment Sample Station Map
Jackson County, North Carolina
WETLAND & ECOLOGICAL
CONSULTANTS, LLC
Tributary i
Woodstock, Georgia
WEC Project No. o2-ii24o6

LEGEND
Sample Station
Perennial Stream
Property Boundary
Treeline
Pond
K Green
ioo 50 o ioo Feet
Fairway
1 inch = loo feet 1:1,200
Base Map Source: Sequoyah National Golf Course Layout provided by Landscapes Unlimited, LLC
Stream and Wetland locations from Wetland & Ecological Consultants, LLC GPS boundary survey of delineated waters of the U.S., December 13-18, 20o6.
Figure g
Sequoyah National Golf Club t
Sediment Sample Station Map
WETLAND &ECOLOGICAL
Jackson County,North Carolina Tributary 2
CONSULTANTS, LLC
Woodstock, Georgia WEC Project No. 02-1124o6

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Sediment Removal Final Report
Sequoyah National Golf Course
Photographs taken May io —June 4, 2009
WEC Project No. 02-1124o6
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Photograph No. 3: View of a temporary coir log installed in Tributary 1 just upstream of
confluence with Crooked Creek(Note: stream flows from left to right in photograph).
Photograph No. 4: View of wetland seep being seeded with a native wetland seed mix.

Sediment Removal Final Report
Sequoyah National Golf Course
Photographs taken May so — June 4, 2009
WECProject No. 02-1124o6
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Photograph No. 5: View of the wetland seep/stream interface on Tributary 1. Coir logs
were used to stabilize the accumulated sediment on the stream bank.
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Photograph No. 6: View of the tractor and lined dump trailer used to transport sediment
removed from the subject streams at on -site Disposal Area 1.

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Sediment Removal Final Report
Sequoyah National Golf Course
Photographs taken May to — June ¢, 2009
WEC Project No. 02-112¢o6
�. 36
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Photograph No. 9: View of Disposal Site 1 with containment berm and silt fencing.
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Photograph No. 10: View of Disposal Site 2 with containment berm and silt fencing.

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Sediment Removal Final Report
Sequoyah National Golf Course
Photographs taken May 10 — June 4, 2009
WEC Project No. 02-1124o6
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Photograph No. 14: View of Disposal Site 3 with containment berm and silt fencing (Note:
silt fence at riLyht surrounds a stormwater draina a intake).

Sediment Removal Final Report
Sequoyah National Golf Course
Photographs taken May to — June 4, 2009
WECProjectNo. o2-1i24o6
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Photograph No.15: View of Sample Station No.1 on Tributary 1 upon completion of
sediment removal.
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sediment removal.

Sediment Removal Final Report
Sequoyah National Golf Course
Photographs taken May io —June 4, 2009
14ECProjectNo. 02-11206
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Photograph No. 17: View of Sample Station No. 3 on Trib tary 1 upon completion of
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Photograph No. 18: View of Sample Station No. 4 on Tributary 1 upon completion of
sediment removal.

SedimentRemoual Final Report
Sequoyah National Golf Course
Photographs taken May io —June 4, 2009
WEC Project No. 02-11206
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Photograph No. 19: View of Sample Station No. 5 on Tributary 1 upon completion of
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Photograph No. 20: View of Sample Station No. 6 on Tributary 1 upon completion of
sediment removal.

Sediment Removal Final Report
Sequoyah National Golf Course
Photographs taken May io — June 4, 2009
WECProject No. 02-1124o6
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Photograph No. 22: View of Sample Station No. 8 on Tributary 1 upon completion of

Sediment Removal Final Report
Sequoyah National Golf Course
Photographs taken May io —June 4, 2009
WECProjeetNo. 02-1124o6
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41
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Sequoyah National Golf Course
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Sediment Removal Final Report
Sequoyah National Golf Course
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Sediment Removal Final Report
Sequoyah National Golf Course
Photographs taken May io — June 4, 2009
WEC Project No. 02-1124o6
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Sediment Removal Final Report
Sequoyah National Golf Course
Photographs taken May io — June 4, 2009
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Sediment Removal Final Report
Sequoyah National Golf Course
Photographs taken May io —June 4, 2009
WEC Project No. 02-112¢o6
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RCDENR.
North Carolina Department of Environment and Natural Resources
Division of Water Quality .
Coleen H. Sullins
Beverly Eaves Perdue Director Dee Freeman
Governor Secretary
April 28, 2010
Ms. Annette Tarnawasky, Registered Agent
Sequoyah National Golf Club, LLC
P.O. Box 455
Cherokee, NC 28719
SUBJECT: Sediment Removal Plan Approval
Sequoyah National Golf Course
[Ref. NOV-2010-PC-02081
Jackson County
Dear Ms. Tarnawasky:
The Division of Water Quality has received correspondence from Wetland & Ecological
Consultants, Inc., dated March 16 and April 8, 2010, in response to the Notice of Violation
submitted by the Division of Water Quality March 1, 2010. The March 16, 2010 correspondence
was in relation to the Notice of Violation, while the April 8, 2010 correspondence was in relation
to the sediment removal at the site.
It is the Division's understanding that Sequoyah National Golf Club, LLC is still under an active
Sediment & Erosion Control plan with Jackson County and the site has not been closed out by the
County. As such, the site must conform with the monitoring and requirements set forth by the
Division's construction stormwater general permit (NCG010000). If there is a misunderstanding
between the County and Sequoyah National Golf Club, LLC, this should be clarified as soon as
possible. .
The letter and report regarding sediment removal dated April 8, 2010 was well written and the
areas of impact were well documented. The remedial actions presented in the response have been
found satisfactory and are approved. The Division appreciates the efforts involved in obtaining
core samples and documenting the impacts to the existing pond. The Division also understands
that removal of sediment from the pond may be delayed to due weather conditions.
The Division does recommend that any adjacent and affected property owners be informed of the
remedial action and access property be requested prior to work.
SURFACE WATER PROTECTION SECTION — ASHEVILLE REGIONAL OFFICE One
Location: 2090 U.S. Highway 70, Swannanoa, North Carolina 28778 NorthCarolina
Phone: [phone] FAX: [phone] Customer Service: 1-877-823-6748 ����N����
Internet: www.ncwaterquality.org L
An Equal Opportunity 1 Affirmative Action Employer

Ms. Tamawsky
April 28, 2010
Page 2 of 2
Activities involved in this approved plan, as well as submittal of the final report upon removal of
sediment, are to be completed within thirty (30) days of this approval letter (with the possible
exclusion of sediment removal from the existing pond).
Sincerely,
IV
S san A. Wilson, Environmental Engineer
Surface Water Protection
. � ,
m
Jackson County Pfamng/Robert Shelton
Wetland & Ecological Consultants, Inc./Jason Morrell
3225 South Cherokee Lane, Bldg. 800, Woodstock, GA 30188
S:\SWP\Jackson\Stormwater\NCGO1 Construction\Sequoyah Nad Golf Course\Sequoyah SedimentRemovalAPPROVE 4 2010.doc

WETLAND & ECOLOGICAL CONSULTANTS, LLC
April 8, 2010
Ms. Susan A. Wilson
North Carolina Department of Environment & Natural
Division of Water Quality — Surface Water Protection
Asheville Regional Office
2090 U.S. Highway 70
Swannanoa, NC 28778
APR — 9 2010
tesou ces
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
Subject: Sediment Removal Restoration Plan
Sequoyah National Golf Club
Jackson County, North Carolina
DWQ Tracking No. NCRoo1658
WEC Project No. 02-1124o6-oi
Dear Ms. Wilson,
As requested in the Notice of Violation (NOV-2010-PC-0208) issued by the North
Carolina Department of Environment and Natural Resources, Division of Water Quality
(DWQ) on March 1, 2010, Wetland & Ecological Consultants, LLC (WEC) is pleased to
provide this Sediment Removal Restoration Plan for the above referenced project for
DWQ review and approval.
Introduction/Overview
The subject site is approximately 28o acres in size and is located west of U.S. Highway
441 and south of Shoal Creek Road (Figure i). On February 2, 2010 Jackson County
issued a Notice of Violation (NOV) to Sequoyah National Golf Club based on erosion and
sedimentation inspections conducted by Jackson County Planning personnel. Jackson
County cited violations including failure to operate and maintain stormwater controls to
optimum efficiency and follow the erosion control plan for the project. On February 11,
2010, WEC met with representatives of Jackson County and DWQ for inspection of
portions of the project site cited for violation of the Jackson County Sediment Control
Ordinance. During this site meeting, DWQ personnel noted sedimentation of two
perennial tributaries to Crooked Creek on -site and a manmade pond off -site (Figure 2).
Subsequently, DWQ issued the aforementioned NOV. In response to the NOV, WEC
conducted an assessment of the extent of sedimentation to the two tributaries and pond
3225 South Cherokee Lane Phone: [phone]
Bldg. Soo Fax: [phone]
Woodstock, Georgia 3o188 www.wet-eco.com

Sediment Removal Restoration Plan April 8, 2olo
Sequoyah National Golf Course WEC Project No. 02-1124o6-ol
and is submitting this Sediment Removal Restoration Plan for DWQ approval prior to
commencement of corrective actions.
Resource Description/Impact Summary
Streams
The two perennial tributaries in which sediment was observed during the February ii,
2010 site inspection are located in eastern portion of the subject property. Tributary i
originates at the eastern boundary of the Sequoyah National Golf Club and flows north
approximately 1,285 linear feet as the eastern property boundary, prior to entering the
property and flowing northwest approximately 895 linear feet to converge with Crooked
Creek on -site. Tributary i exhibits a riffle/run flow regime, a predominantly sand and
gravel substrate with exposed bedrock in high gradient areas, and an average width of
approximately 3.0 feet (Table i).
A wetland seep in the northeast portion of the property drains to Tributary i. As
observed during the aforementioned site inspection, sedimentation of this wetland area
also has occurred; however, this area contains scrub -shrub vegetation and removal of
sediment from this area would require removal of existing vegetation. As agreed by
DWQ and WEC personnel during the February 11, 2010 site inspection, removal of
sediment from the wetland is anticipated to create a greater adverse affect to the
resource than preserving the sediment in place and allowing native vegetation
colonization. It was agreed that native herbaceous wetland seed mix will be applied to
the area to promote the establishment of hydrophytic vegetation.
Tributary 2 originates on -site, south of the golf course driving range, and flows west
approximately 292 linear feet prior to exiting the property and flowing an additional 34
linear feet before entering a manmade pond on the adjacent property. Tributary 2 is
discharged from this pond back onto the property and flows west approximately 650
linear feet prior to entering pre-existing corrugated metal pipe that conveys stream flow
south. The stream is discharged from this pipe and flows southwest approximately 427
linear feet to converge with another perennial tributary to Crooked Creek located on -site.
The segment of Tributary 2 above the off -site pond has an average width of
2

Sediment Removal Restoration Plan April 8, 2010
Sequoyah National Golf Course WECProject No. o2-1124o6-os
approximately 5.1 feet and exhibits a riffle/run flow regime with a predominantly gravel
and cobble substrate that has been embedded with silt and sand from recent deposition
(Table i).
On March 23 and 24, 2010 WEC personnel completed a field assessment of the two
tributaries and offsite pond to determine the extent of sedimentation to these waters
from golf course construction and operation. Stream sediments were sampled in
Tributary i beginning at the furthest upstream point of observed recent sediment
accumulation (Station No. i) and continuing downstream at ioo-foot intervals to the
stream's confluence with Crooked Creek (Station No. 15; Figure 3). Tributary 2 was
sampled at 50400t intervals beginning at the stream point of origin (Station No. i) and
continuing downstream to the boundary of the off -site, manmade pond (Station No. 6;
Figure 4). Each sample station was photographed (Photograph Nos. 1-21) and flagged
with blue and white striped survey tape. During completion of the sediment assessments,
a soil probe was inserted into stream substrate until refusal and removed for inspection,
with depth and color of recently deposited sediments recorded at each sample location
(Table 1). Sediment color was classified using Munsell@ Soil Color Charts'. Pre-existing
stream sediment color and depth also was recorded where observed. Sediment sample
stations were located using a Trimble® Pathfinder® Pro XRS global positioning system
(GPS) receiver that achieves sub -meter accuracy. These GPS locations were recorded for
two-dimensional location only and not for elevation (third dimension) measurement
purposes.
Recently deposited sediment was identified by color and texture, as these sediments
typically exhibit a reddish -orange chroma and silt/sand texture that is less coarse than
the predominant and naturally occurring gravel/cobble stream substrate. In addition,
the chroma of recently deposited sediment was brighter than that of underlying stream
sediment where present. Based on the length, average width, and average depth of
recently deposited sediment within each tributary, Tributary 1 and 2 are estimated to
contain approximately 73.3 and 52.7 cubic yards of recently deposited sediment,
respectively (Table i).
1 Munsell® Soil Color Charts, Year 20oo Revised Washable Editions.
3

April 8, 2010
WEC Projeet No. • o2-i124o6-oi
Sediment Removal Restoration Plan
Sequoyah National Golf Course
Pond
The off -site pond is approximately 0.3 acre in size and is located south of the golf course
property, west. of the driving range. On March 24, 2010i WEC personnel completed a
survey of pond sediments to determine the extent of recently deposited sediment in the
impoundment. Recently deposited sediments can be differentiated from older sediments
in ponds by examining intact sediment profile core samples for color, texture, and/or
inclusion of organic matter such as seasonally deposited leaf litter. Newly deposited
sediment in the Blue Ridge Mountains of the eastern U.S. is typically reddish in color
(varies depending on source of the sediment) if it was eroded from an upland position
since the parent soils are oxidized. Older sediment typically takes on grayish colors
indicating prolonged exposure to anaerobic conditions where reduction of iron has
occurred.
Prior to the sediment survey, the subject pond was drained using a pump and siphon. A
rebar stake was- driven into the pond bottom at the mouth of the pond to serve as a
reference point for the survey. WEC personnel then established survey transects at 30,
90, 150, 21o, and 270 feet from the reference point (Figure 5). Transects were then
established by driving wooden stakes along the edges of the pond and running
measuring tape between the two stakes at the above -referenced transect intervals.
Reference point and transect locations, as well as the pond boundary, were located using
GPS. Core sediment samples were taken at io-foot intervals along each transect
beginning at the southern boundary of the pond.
On exposed mud flats, traditional tools such as a shovel or trowel can be used to dig a
hole and directly examine the soil/sediment profile. In heavily saturated- to inundated
areas, an intact core sample must be extracted to allow for visual examination since the
unconsolidated nature of the material typically does not allow retrieval of an intact
profile by shovel. In order to retrieve relatively intact sediment profiles, WEC used a
sample device constructed of 2.o-inch internal diameter clear polyvinyl chloride (PVC)
pipe fitted with an airtight cap at the top of the pipe and an airtight valve (spigot type
water valve) fitted through a bored hole in the side of pipe near the cap. The threaded air
valve was reinforced with epoxy cement to produce an airtight valve configuration. The
4

Sediment Removal Restoration Plan April 8, 2010
Sequoyah National Golf Course WEC Project No. o2-1124o6-oi
bottom open end of the pipe was beveled with a circular sander to aid in driving the pipe
through the sediment without distorting the profile.
With the air valve in the closed position the sampler was vertically lowered through the
water column, where present, to the top of the sediment layer. The air valve was then
opened and the sampler was driven vertically into the pond sediment. On exposed, de -
watered mud flats, the sampler with air opened was driven into the sediment. A
handheld reversible raft pump was then used to draw a reduced atmospheric pressure
within the tube through the air valve. The air valve was then closed, and the sampler was
extracted from the sediment with an intact sample, which was photographed within the
clear tube. The air valve was then opened and the sample released onto a sheet of
plywood for additional photographing and analysis (Photograph Nos. 22-38). In some
cases the reversible raft pump was used to force air into the open valve to gently force the
sample out of the tube. Core samples were analyzed for layer thickness, color, texture,
and inclusion of organic debris. Pond sediment color also was classified using Munsell®
Soil Color Charts. The results of this analysis are provided in Table 2.
On Transects i, 2, and 3, we generally observed brighter sediment layer(s) atop dark
layer(s). Very dark grayish brown (2.5Y 3/2) to black (2.5Y 2.5/1) silts were observed at
8 of the 17 sample locations within the pond, typically at the bottommost sediment layer.
These sediments are believed to have been present within the pond prior to golf course
construction due to their dark color, which requires prolonged exposure to anaerobic
conditions for development. Here we relied on the assumption that the bright layer(s)
are the more recently deposited materials. The dark sediments were not included in the
calculation of recently deposited -sediment (Table 2).
Stratification of core samples was observed at select sample locations along Transects 4
and 5. Observed stratification typically consisted of alternating layers of strong brown
(7.5 YR 4/6) overtop very dark grayish brown (io YR 3/2) silt. This stratification is
believed to be the result of a reduction of iron (ferric to ferrous) due to lack of oxygen
within pond sediment and the associated decomposition of seasonal inputs of organic
material (i.e., leaves and woody debris). Each stratified layer of very dark grayish brown
silt is anticipated to correspond to associated organic matter decomposition in a reduced
oxygen environment, with each successive dark layer signifying a previous seasonal
5

Sediment Removal Restoration Plan April 8, 2010
Sequoyah National Golf Course WECProjectNo. 02-1124o6-oi
organic input. The bright (7.5 YR 4/6) layers at depth are not in an oxidated state like
aerobic sediment; rather these bright soils are likely not proximal enough to the
organic/detrital material to be influenced by the reduction yprocess made possible by a
source of energy (i.e., the carbon associated with the detrital layer). In simpler terms,
the seasonally deposited organic materials provide the carbon (energy) source for the
reduction to occur, thus forming the dark band of material around the organic layer.
This results in an alternating layer of bright and dark sediment. Once we encountered a
continuous profile of dark materials below this layering, we assumed that this
corresponded to the historic sediments deposited prior to golf construction.
The three discrete, alternating layers of strong brown followed by very dark grayish
brown silt observed at sample locations along Transects 4 and 5 likely indicate three
seasonal inputs of organic material. As stated in previous correspondence, construction
on :the Sequoyah National Golf Course commenced in December 2007. Therefore, a
seasonal (2007) input of organic matter into the subject pond occurred just prior to
commencement of construction and two seasonal inputs (20o8 and 2oog) have occurred
since construction began. Therefore, in the locations where we encountered the
alternating bright and dark layers, we considered sediment above the third dark layer
down from the surface (that is, Fall 2007) to be the newly deposited material since
construction began.
Less sediment stratification was observed at sample locations along Transects 1-3 and is
attributed to the location of these transects in the upstream portion of the pond where
higher energy flows from Tributary 2 could potentially remove organic material from
pond sediment or disturb the stratigraphy. The texture of sediment observed along
Transects 1, 2, and 3 ranged from silt to sand, but was typically coarser than sediment
observed along Transects 4 and 5, which was predominantly very fine textured silt. This
observed difference in sediment texture is typical of sediment within ponds receiving
surface water from a stream, as coarser particles transported downstream typically fall
out of suspension in the pond water column faster than fine particles.
The results of the pond sediment survey indicate an average depth of recently deposited
sediment within the pond of approximately 2.45 feet. Based on this average depth and
T

Sediment Removal Restoration Plan April 8, 2010
Sequoyah National Golf Course WECProjectNo. o2-1124o6-oi
the area of the pond (0.3 acre) calculated from the GPS boundary location, the estimated
volume of recently deposited sediment is approximately 1,186 cubic yards.
Sediment Removal Plan of Action
Recently deposited sediment will be removed from the two tributaries using shovels or
similar hand tools to preserve the underlying stream substrate. Excavated sediment will
be transported from the subject streams by bucket or similar container and placed in a
sealed truck bed or trailer for transport to upland contained disposal locations.
Coconut/coir logs will be installed in the subject streams downstream of sediment
removal areas to trap sediment released during removal, and prevent sedimentation into
downstream waters. WEC personnel will monitor removal of sediment from the subject
streams to verify that the reasonably retrievable, recently deposited sediment is removed
from the stream channels and vegetated depositional bars and benches are preserved in
place. At the conclusion of the removal effort, all coir logs will be removed from the
stream.
Recently deposited sediment will be removed from the off -site pond by lowering the
water level in the impoundment and implementing mechanical dredging with excavators
working on mats placed in the lake bottom. The outlet control mechanism for the pond
consists of a standpipe with a wheel valve. The wheel valve is reportedly non-functional.
Therefore, lowering of the pond will occur by pumping or siphoning over the dam. The
freeboard storage created by lowering the water level will act as the Best Management
Practice to control sedimentation of downstream waters. If significant rainfall occurs
during the excavation effort and pond levels rise to the point where the standpipe may
activate, a filter over the top of the pipe or sediment curtain will be deployed to reduce
turbidity in downstream waters.
Sediment excavated from the pond will be placed in a sealed truck bed or trailer for
transport to an upland contained disposal location. In the event that pond bottom f
conditions prevent excavator access to the entire pond, surface water entering the pond
from Tributary 2 may be diverted by pump to bypass the pond to reduce exposed
sediment saturation during the removal. Additionally, a suction pump ("trash pump") or
similar device also may be used to remove sediment in the event that recently deposited
VA

Sediment Removal Restoration Plan April 8, 2010
Sequoyah National Golf Course WECProject No. 02-1124o6-os
pond sediments cannot be accessed by an excavator. WEC personnel will monitor the
sediment removal effort from the subject pond to verify that recently deposited sediment
is removed from the pond bottom while preserving pre-existing pond sediments and/or
bottom contours. Sediment removed from the streams and pond will be deposited at
upland contained disposal locations on the golf course property. Temporary sediment
traps with earthen berms will be constructed at each disposal location to retain
excavated sediment. An outlet control structure or similar device will be installed in the
earthen berms to facilitate dewatering of stream and pond sediments. The sediment will
then be stockpiled, allowed to dry, and then buried, or spread, seeded with native grass
species, and mulched for long term stabilization. Double row, Type-C silt fencing will be
installed down gradient of stockpiled sediment during drying to prevent subsequent
sediment runoff and discharge to jurisdictional waters.
WEC personnel will verify that the amount of sediment removed from the. subject
streams is consistent with the estimated volumes of recently deposited sediment by
recording the storage volume of the truck bed or trailer used to transport sediment from
the subject streams and the number of loads removed. Verification of removal amounts
for the off -site pond will be conducted in a similar manner with the storage volume and
quantity of disposal loads recorded for vehicles used to transport recently deposited
sediment from the pond to an upland disposal location.
Removal of sediment from the subject streams will be initiated upon DWQ approval of
this proposed plan of action and is anticipated to require approximately two weeks to
complete. As stated above, in order to facilitate sediment removal, the off -site pond will
be drawn down prior to sediment removal to allow pond sediments to dry. Therefore,
the schedule for removal of sediment from the subject pond is dependent upon
hydrologic conditions within the pond bottom which are influenced by rainfall and
stream input. It is believed that sediment removal will be feasible during the upcoming
summer season and should be completed by September 20io. In the event that
sediment removal cannot be completed in this timeframe, Sequoyah National Golf Club
will provide a revised schedule to DWQ for approval.
WEC personnel will monitor laborers and contractors removing sediment from the
subject streams and pond to verify that on -site work is conducted in accordance with the
8

Sediment Removal Restoration Plan April 8, 2010
Sequoyah National Golf Course WECProjectNo. o2-1124o6-oi
DWQ-approved plan. WEC personnel will complete a follow-up sediment assessment of
the subject streams and a final report will be submitted to DWQ documenting the results
of the follow-up assessment with comparison to stream reference conditions. WEC
personnel delineated and photographed the subject streams during the period of
December 13-18, 20o6 prior to golf course construction. The pre -construction instream
conditions of the two tributaries will serve as reference conditions for sediment removal
actions. Records of existing sediment conditions within the pond prior to golf course
construction are not available; therefore, Sequoyah National Golf Club will make a
reasonable attempt to remove the more recently deposited sediment from the pond while
leaving historic sediment in place. However, differentiation of new versus historic
sediment will be difficult once the removal process begins. Therefore, effective removal
of sediment will be based on the amount removed relative to WEC's estimate of 1186
cubic yards. Photographic documentation of de -watered pond bottom conditions prior
to sediment removal and upon completion of removal actions also will be provided in the
final report for DWQ review.
Qualifications/Assumptions
The selected method of sediment assessment provides a reasonable estimate of recently
deposited sediment with the project area. However, some amount of error is inherent in
such efforts, due to factors such as the unconsolidated nature of completely saturated
sediments, particularly in the offsite pond. Distortion of the sediment core samples may
occur due to compaction while driving the sampler, application of negative pressure to
contain the sample during extraction, and release of the core sampler from the sampler
tube for analysis. Also, interpretation of the sediment cores is based on professional
experience applied in the field without the benefit of laboratory analyses such as X-ray
diffraction or chemical content determination. In summary, WEC has applied a
reasonable standard of care that we believe is appropriate for the scale and purpose of
this project.
X

Sediment Removal Restoration Plan
Sequoyah National Golf Course
Conclusion
April 8, 2010
WECProjeetNo. o2-1124o6-oi
On behalf of Sequoyah National Golf Club, WEC respectfully requests DWQ approval of
the proposed Sediment Removal Restoration Plan. Resumes for WEC personnel who
prepared the plan and will monitor sediment removal activities are attached (Appendix
A). If you have any questions regarding the proposed plan or enclosed information
please contact the undersigned at [phone]•
Sincerely,
WETLAND & ECOLOGICAL CONSULTANTS, LLC /
Jason E. Morrell, C.E. John T. Vermont, P.W.S., C.E.
Senior Ecologist Consultant
Enclosures: Figure 1 — Site Location Map
Figure 2 — Project Site Map
Figure 3 — Sediment Sample Station Map - Tributary 1
Figure 4 — Sediment Sample Station Map - Tributary 2
Figure 5 — Sediment Sample Station Map — Off -Site Pond
Table 1— Tributary Sediment Sample Data
Table 2 — Off -Site Pond Sediment Sample Data
Photograph Nos. 1-38
Appendix A — WEC Personnel Resumes
cc: Jeremy Boone, Sequoyah National Golf Club
Robert Shelton, Jackson County Planning
Brian Vitek, Landscapes Unlimited, LLC
10

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LEGEND
Property Boundary
Base Map Source: USGS 7.5-Minute Topographic Quadrangle: Whittier, North Carolina 1:24,000
Figure 1
Sequoyah National Golf Club = .y
WETLAND & ECOLOGICAL Site Location Map
Jackson County, North Carolina CONSULTANTS, LLC
Woodstock, Georgia WEC Project No. 02-1124o6-1

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♦ I D"g;Range
•
`� do j • Trnbutary!2. ,
Off site P®n&
e�t
LEGEND
Manmade Ponds Tees
Intermittent Stream K Green
Perennial Stream Cz Fairway
Cartpath Wetlands
Property Boundary
Clubhouse
Bunker
Note: Tributary 1, Tributary 2, and the Off -Site Pond Were Cited for Sedimentation
per The North Carolina Division of Water Quality Notice of Violation Dated 3/1/10.
Base Map Source: Sequoyah National Golf Course Layout provided by Landscapes Unlimited, LLC 1:9,000
Figure 2
Sequoyah National Golf Club
WETLAND & ECOLOGICAL Project Site Map
Jackson County, North Carolina CONSULTANTS, LLC
Woodstock, Georgia WEC Project No. 02-1124o6-i

,eaCtee� N LEGEND
1 W ' f E Sample Stations
Perennial Stream
S
13
Intermittent Stream
Wetlands
1
Property Boundary
Treeline
Cartpath
io
Bunker
Tees
.-.��'''� Green
C8 : Fairway
5
4
3
2
160 80
I
0 16o Feet
1 inch = 150 feet 1:1,800
Base Map Source: Sequoyah National Golf Course Layout provided by Landscapes Unlimited, LLC
Stream and Wetland locations from Wetland & Ecological Consultants, LLC GPS boundary survey of delineated waters of the U.S., December 13-18, 20o6.
Figure 3
Sequoyah National Golf Club Sediment Sample Station Ma
Jackson County, North Carolina WETLAND & ECOLOGICAL Tributary i P
CONSULTANTS, LLC
WEC Project No. o2-is24o6-i
Woodstock, Georgia

-1
1
6 5 3 2
LEGEND
Sample Station
"r*- " Perennial Stream
Property Boundary
Treeline
Pond
Green
Fairway
110 55 0 no Feet
1 inch = too feet 1:1,200
Base Map Source: Sequoyah National Golf Course Layout provided by Landscapes Unlimited, LLC
Stream and Wetland locations from Wetland & Ecological Consultants, LLC GPS boundary survey of delineated waters of the U.S., December 13-18, 20o6.
Sequoyah National Golf Club
I Jackson County, North Carolina
Xft-
A0111"
WETLAND & ECOLOGICAL
CONSULTANTS, LLC
Woodstock, Georgia
Figure 4
Sediment Sample Station Map
Tributary 2
WEC Project No. 02-ii24o6-i

N
E
S
5
4
3 �
Stream Flow
2 r(
\\ It
1
LEGEND
Perennial Stream
aka
Pond
Reference Point
Sample Station
Transect
6o 30 0 6o Feet
Property Boundary
i inch = 5o feet i:600
Base Map Source: Sequoyah National Golf Course Layout provided by Landscapes Unlimited, LLC
Stream and Wetland locations from Wetland & Ecological Consultants, LLC GPS boundary survey of delineated waters of the U.S., December 13-18, 2oo6.
Figure 5
Sequoyah National Golf Club
� Sediment Sample Station Map
Jackson County, North Carolina WETLAND & ECOLOGICAL Off -Site Pond
CONSULTANTS, LLC WEC Project No. 02-1124o6-1
Woodstock Georgia

Sediment Removal Restoration Plan
Sequoyah National Golf Club
April 8, 2oio
WEC Project No. o2-1124o6-oz
Table is Sediment Sample Data Collected from Two Tributaries to Crooked Creek at the
Sequoyah National Golf Club, Jackson County, North Carolina, March 23 & 24, 2010.
Tributary One
Sample
Station'
Recently Deposited
Sediment Depth (in.)
Stream
Width (in.)
Sediment
Color
Sediment
Texture
Base layer
Color, Texture
1
6.o
42.0
5YR 4/6
SILT
ioYR 3 2, SILT
2
6.o
16.8
7.5YR 4/6
SILTY SAND
10YR 3/3, SAND&GRAVEL
3
1o.8
32.4
7.5YR 4/6
SAND/GRAVEL
ROCK
4
6.o
36.o
7.5YR 4/6
SAND GRAVEL
ioYR 3/4, SAND&GRAVEL
5
7.8
36•o
7.5YR 4/6
SILT
ioYR 3/4, SAND&GRAVEL
6
7.8
36.o
7.5YR 4 6
SILT
ioYR 3 3, SAND&GRAVEL
7
1.8
30.0
7.5YR 4/6
SILT
ROCK
8
3.0
32.4
7.5YR 4/6
SILTY SAND
ROCK
9
3.0
36•o
7.5YR 3/4
SAND GRAVEL
ROCK
10
5.2
34.8
7.5YR 4/6
SILTY SAND
ROCK
11
7.2
36.o
7.5YR 4/6
SILT
1oYR 3 2, SILT
12
2.4
4o•8
7.5YR 3/4
SANDY SILT
ROCK
13
2.4
40.8
7.5YR 4/6
SILTY SAND
ROCK
14
5.4
52•8
7.5YR 4/6
SAND GRAVEL
ROCK
15
5.4
38.4
7.5YR 4/6
SAND/GRAVELI
ROCK
Average: 5.3 36.1 Most Common Sediment Observed: 7YR 4/6, SILT/SILTY SAND
Length of Impacted Stream:1,490 linear feet
Estimated Cubic Yards of Sediment: 73.3
Tributary Two
Sample
Station2
Recently Deposited
Sediment Depth (in.)
Stream
Width (in.)
Sediment
Color
Sediment
Texture
Base layer
Color, Texture
1
1.6
32.4
7.5YR 3/4
SILTY SAND
5Y 4 1, SILTY CLAY LOAM
2
1.8
46.8
7.5YR 3/4
SILTY SAND
ROCK
3
3.6
58.8
7.5YR 3/4
SILT
ROCK
4
8.4
62.4
7.5YR 3/4
SILT
2.5Y 2.5/1, SILT
5
18.o
50.4
7.5YR 3/4
SILTY SAND
ROCK
6
28.8
112.8
7.5YR 3/4
SILT
2.5Y 2.5/1, SILTY CLAY LOAM
Average: 10.4 6o.6 Most Common Sediment Observed: 7.5YR 3/4, SILT/SILTY SAND
Length of Impacted Stream: 3251inear feet
Estimated Cubic Yards of Sediment: 52.7
' See Figure 3 for Sample Station Locations
2 See Figure 4 for Sample Station Locations

Sediment Removal Restoration Plan
Sequoyah National Golf Club
April 8, 2010
WECProjectNo. o2-1i24o6-o1
Table 2: Sediment Sample Data Collected from Off -Site Pond Adjacent to Sequoyah
National Golf Club, Jackson County, North Carolina, March 24, 2010.
Transect'
Sample
Station'
Sediment
Layer Width (ft.)
Sediment
Color
Sediment
Texture
Recently Deposited
Sediment Depth (ft.)
1
1
1.05
7.5YR 4/6
SAND
1.50
0.45
7.5YR 4/6
SILT
2
1.10
7.5YR 4/6
SILTY SAND
1.30
0.20
1oYR 3/4
SAND
0.30
2.5Y 2.5/1
SILT
3
1.00
7.5YR 4/6
SILT
1.00
0.20
1oYR 3/2
SILT
2
1
1.95
7.5YR 4/6
SILTY SAND
1.95
2
2.10
7.5YR 4/6
SILTY SAND
2.40
0.10
10YR 3 3
SILT
0.20
7.5YR 4/6
SILT
0.20
2.5Y 2.5/1
SILT
3
1.80
7.5YR 3/4
SILTY SAND
1.8o
3
1
1.55
7.5YR 3/4
SILTY SAND
1.82
0.27
10YR 3/3
SILT
0.73
2.5Y 2.5 1
SILT
2
3.05
7.5YR 3/4
SILTY SAND
3.30
0.25
1oYR 3/3
SILT
0.43
2.5Y 2.5/1
SILT
3
2.40
7.5YR 4/6
SILTY SAND
2.40
0.70
2.5Y 2.5/1
SILT
4
0.70
2.5Y 3/2
SILT
0.00
0.55
10YR 3/4
SILTY CLAY LOAM
4
1
0.20
7.5YR 4/6
SILT
2.40
0.45
10YR 3/4
SAND
o.85
7.5YR 4/6
SILT
0.20
ioYR 3/2
SILT
0.70
7.5YR 4/6
SILT
0.30
10YR 3/3
SILT
0.30
10YR 3/2
SILT
2
3.40
7.5YR 4/6
SILTY SAND
3.40
0.30
2.5Y 2.5/1
SILT
3
4.35
7.5YR 4/6
SILT
4.35
5
1
0.40
7.5YR 4/6
SILT
4.8o
o.85
1oYR 3/2
SILT
1.55
7.5YR 4/6
SILT
0.35
10YR 3/2
SILT
1.65
7.5YR 4/6
SILT
0.70
2.5Y 2.5/1
SILT
2
0.70
7.5YR 4/6
SILT
5.40
0.50
10YR 3/2
SILT
2.50
7.5YR 4/6
SILT
0.30
1oYR 3/2
SILT
1.40
7.5YR 4/6
SILT
1.00
1oYR 3/2
SILT
Page 1 of 2

Sediment Removal Restoration Plan
Sequoyah National Golf Club
April 8, 2oio
WEC Project No. o2-1i24o6-o1
Table 2 Continued: Sediment Sample Data Collected from Off -Site Pond Adjacent to
Sequoyah National Golf Club, Jackson County, North Carolina, March 24, 2010.
Transecf
Sample
Station"
Sediment
Layer Width (ft.)
Sediment
Color
Sediment
Texture
Recently Deposited
Sediment Depth (ft.)
5
3
o.8o
7.5YR 4/6
SILT
3.30
0.20
ioYR 3/2
SILT
1.20
7.5YR 3/2
SILT
0.30
1oYR 3/2
SILT
o.8o
7.5YR 4/6
SILT
1.90
1oYR 3/2
SILT
4
o.60
7.5YR 4/6
SILT
o.6o
0.90
2.5Y 2.5/1
SILT
0.70
7.5YR 3/4
SILT
Most Common Sediment Observed: 7.5YR 4/6 SILT
Pond Area: 0.3o Acres
Estimated Cubic Yards of Recently Deposited Sediment: i,i85.8
" See Figure 5 for Transect and Sample Station Locations.
Page 2 of 2
Average: 2.45

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Sediment Removal Restoration Plan
Sequoyah National Golf Club
Photographs taken March 23-24, 2010
WEC Project No. 02-1124o6-ol
Photograph No. 11: View of Sample Station No. 11 on Tributary 1.
Photograph No. 12: View of Sample Station No. 12 on Tributary 1.

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SedimentRemoual Restoration Plan
Photographs taken March 23-24, 2oio
e.
No. 1 1 111SiationNo.11 1

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Sediment Removal Restoration Plan
Sequoyah National Golf Club
Photographs taken March 23-24,2010
WEC Project No. 02-1124o6-oi
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Sediment Removal Restoration Plan
Sequoyah National Golf Club
Photographs taken March 23-24, 2010
WECProjectNo. o2-1124o6-oi
Photograph No. 25: View of sediment core sample from off -site pond Transect No. 2,
Sam s le Station No. 1 ote: Surface La er on Left .
Photograph No. 26: View of sediment core sample from off site pond Transect No. 2,
Sam s le Station No. 2 ote: Surface La er on Left .

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Sediment Removal Restoration Plan
Sequoyah National Golf Club
Photographs taken March 23-24, 2oio
WEC Project No. o2-ii24o6-oi
Photograph No. 33: View of sediment core sample from off -site pond Transect No. 4,
No. 34: View of sediment core sample from off -site pond. Transect No. 4,

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Sediment Removal Restoration Plan
Sequoyah National Golf Club
.Photographs taken March 23-24, 2olo
WEC Project No. o2-1124o6-oi
Photograph No. 37: View of sediment core sample from off -site pond Transect No. 5,
Sample Station No. 3 (Note: Surface Laver at Bottom of Photograph).

APPENDIX A
WEC Personnel Resumes

JOHN T. VERMONT, P. W.S., C.E.
Wetland & Ecological Consultants, Consultant
EDUCATION
B.S., Applied Biology, Georgia Institute of Technology, 1983
CERTIFICATIONS
Certified, Ecologist, Ecological Society of America
Certified, Professional Wetland Scientist, Society of Wetland Scientists
Certified, Habitat Evaluation Procedures, U.S. Fish and Wildlife Services
PROFESSIONAL MEMBERSHIPS AND ASSOCIATIONS
Ecological Society of America
Society of Wetland Scientists
CAREER SUMMARY
Mr. Vermont recently joined WEC as a Consultant. His duties include technical oversight
of complex projects and strategic assistance to corporate clients through regulatory policy
interpretation and forecasting. He has 23 years of experience in U.S. Army Corps of
Engineers Section 404 delineation and permitting for projects in 12 Corps districts and
numerous physiographic provinces. Representative projects include mitigation banking
studies, and 404 permitting for large-scale regional projects such as water supply
reservoirs, industrial parks, master planned communities, malls, and mixed -use projects.
He is a regular speaker at wetland conferences and at the request of the Corp of Engineers
has reviewed proposed policy guidance documents prior to general publication..
Mr. Vermont began his career as a technician and engineer's assistant at Law Engineering
in 1985. For the next two years, he performed field testing of construction materials and
non-destructive testing of built structures to support forensic investigations. In order to
make use of his academic degree, in 1987 he transferred to Law Engineering and
Environmental Services where he was assigned to the Natural Resources Program and
began the wetland consulting aspect of his career. From 1987 to 1996, he progressed from
Staff Scientist to Project Scientist, Senior Scientist, and Principal Scientist. In 1989-1990,
Mr. Vermont transferred to Law Environmental' Charleston Field Office where he worked
on numerous large -scaled mixed use developments along the Coastal Plain of South
Carolina and Georgia. From 1996 to 2001, he built and ran a natural resources consulting
program at Rochester and Associates in Gainesville, Georgia. In 2001 he joined
Ecological Solutions, Inc. as co-owner, Chief Operating Officer, and Senior Partner, where
he was.responsible for QA/QC measures, client management, and complex projects. Most
recently, Mr. Vermont joined WEC as a Consultant where he reunited with Dr. Rick
Whiteside with whom he worked at Law Engineering and Environmental Services from
1987 to 1996.

John T. Vermont
Page 2
SUB -SPECIALTY EXPERIENCE
Power Generation
Mr. Vermont has assisted power companies with ecological assessments for various
projects. Projects for Georgia Power and Oglethorpe Power include endangered species
surveys and wetland delineations for existing and proposed transmission rights of way.
For Alabama Power, Mr. Vermont performed wildlife and habitat assessments of potential
mitigation lands for the R.L. Harris Reservoir in Wedowee, Alabama. The study included
mark and recapture of small and medium mammals using the Capture Method computer -
based analysis. Also included were nighttime spotlight transects for deer and other large
mammals. For Duke Power, Mr. Vermont participated in a habitat assessment of the
proposed Coley Creek Pumped Storage Facility site on the South Carolina/North Carolina
border in the Blue Ridge physiographic province. The assessment employed Habitat
Evaluation Procedures (HEP), a U.S. Fish and Wildlife Service methodology that
incorporates habitat data into models for selected wildlife species.
Mr. Vermont has also worked with Georgia Power's Community and Economic
Development group on siting and permitting for county industrial parks.
Policy
Mr. Vermont has assisted various clients, agencies, and others in policy analysis of
regulations, policy, and methods. In the coastal plain of South Carolina, Mr. Vermont
assisted developers, industry, and trade groups with analysis of the implications of the
1989 Federal Manual for Identifying and Delineating Wetlands to growth in the coastal
region. This "Federal" Manual, in place from 1989 to i99i, was significantly more
inclusive in coastal plain and flatwoods environments (for example, Coastal Plain and
Ridge and Valley areas of Georgia, east Texas, etc.) Mr. Vermont assisted several
professional trade groups in testing the 1987, the 1989, and the proposed 1991 manuals
and preparing comments to USACE Headquarters.
Mr. Vermont has extensive working experience with the various iterations of the USACE-
Savannah District Mitigation SOP. This SOP was adopted from the Charleston, S.C.
District SOP where Mr. Vermont worked with it prior to the adoption of it by the
Savannah District. He assisted Savannah District personnel with addressing strengths
and weaknesses of the SOP prior to its use in Georgia. He has worked with all versions
since.
Mr. Vermont has worked extensively with the Nationwide Permits (NWP's) since 1987.
He has assisted trade groups in preparing comments on the proposed NWP's in 1992,
1997 through 2000 (interim NWP 26 versions), 2002, and 2007. He has worked with the
Savannah District's Regional Conditions to the NWPs when they were first implemented
in 2002 and again in 2007. He has also worked extensively with the various Regulatory
Guidance Letters (RGL's) for his entire career, particularly those involving dredging,
identification of ordinary high water mark, mitigation monitoring requirements, and
enforcement actions.
Mr. Vermont also has extensive experience with State of Georgia regulations related to
stream buffer variances (SBV's), 401 water quality certifications, Coastal Marshlands
permits, archeological/historical resources, and erosion control.

John T. Vermont
Page 3
Municipal Storm Water
Mr. Vermont has managed or participated in numerous projects for municipalities and
counties, including park projects, government -sponsored industrial parks, and storm
water infrastructure improvements. One such project was the north Griffin (Georgia)
storm water basin project. This involved securing an EPA Sig grant to construct and
monitor a regional storm water basin to control downstream flooding in an area that was
historically built prior to storm water management requirements. Mr. Vermont's
participation was focused on obtaining a U.S. Army Corps of Engineers permit to
construct the basin, and working with the design engineer on bio-detention aspects of the
basin such as hydro period, water depth, and planting plan.
Municipal Water Supply Reservoir
Mr. Vermont has worked on several regional water supply reservoir projects for county
governments. These include the Towaliga River portion of Henry County's water supply
system, which currently operates as a three -reservoir system with two impoundments
built on the Towaliga River, and a third offline storage reservoir built on the nearby Long
Branch Creek. Mr. Vermont was responsible for the field work required to complete
wetland delineations, endangered species surveys, and mitigation site searches for various
alternative sites. Mr. Vermont also managed the Banks County Water Supply Reservoir
project near Homer, Georgia. Services included wetland delineation, endangered species
survey, cultural resources management, and Corps of Engineers permitting for the
project. Mr. Vermont also led the design effort for the on -site wetland mitigation,
including design, planting installation, and monitoring. Mr. Vermont also assisted Carroll
County, Georgia in obtaining a permit modification from the Corps that allowed the
county to perform more cost-effective wetland mitigation for the Snake Creek Water
Supply Reservoir.
Municipal Industrial
Mr. Vermont has worked on a number of county- or city -sponsored industrial parks,
typically through the local development authority. He is currently working on a
confidential 1.4 million square foot distribution center sponsored by a county in
Northwest Georgia in partnership with a potential end -user. Services include wetland and
stream delineation and assessment, endangered species surveys, Corps permitting, and
co -liaison with the potential end user. Mr. Vermont also assisted the City of Rome,
Georgia, in conjunction with Berry College with permitting of Technology Parkway, a light
industrial and research park situated adjacent to Berry College campus.
Municipal Recreation
Mr. Vermont has directed and/or worked on a number of city and county recreational
facilities throughout Georgia. Often, these parks are located on or near floodplains that
the municipality already owns. Services include environmental assessments and
permitting, as well as working with the team engineers and planners to identify
minimization measures for flood plain alterations and opportunities for interpretive
aspects such as outdoor wetland classrooms and signage.

John T. Vermont
Page 4
Mitigation Banking
Mr. Vermont has worked on a number of wetland and stream mitigation banking projects.
In 1997, he worked with Cason Callaway, Jr. to develop the Callaway Farms Mitigation
Bank in Harris County, Georgia. This was one of the earlier banks in the piedmont of
Georgia. Services provided by Mr. Vermont included all negotiations with the regulatory
resource agencies, writing of the Banking Instrument, design and implementation of
wetland restoration, and monitoring. He also assisted the bank owner in developing
marketing strategies for the wetland credits. More recently, Mr. Vermont was the
Regulatory Coordinator for the Georgia Department of Transportation's Mitigation
Banking Program. He assisted GDOT with developing its banking policies and program,
performed negotiations with regulators, and evaluated potential bank sites in the field.
Development
Mr. Vermont has an extensive career in site development permitting for residential,
industrial, and commercial developments. He has acted as lead consultant for large -
scaled mixed use developments for Pulte Homes, Minerva, Mobil Land, Terrabrook,
Newland Communities, John Wieland Homes, and others. His industrial clients include
Rooker, McDonald Development, IDI, Panatonni, and others.
CAREER HISTORY
2009 — Present —Wetland and Ecological Consultants, Woodstock, Georgia — Consultant
2001- 2009—Ecological Solutions, Inc. Roswell, Georgia — Chief Operating Officer,
Senior Partner
1996 — 2001—Rochester and Associates, Inc., Gainesville, Georgia — Vice President
1994 1996—Law Engineering and Environmental Services, Inc., Kennesaw, Georgia. —
Principal Scientist
1994 -1996—Law Engineering and Environmental Services, Inc., Kennesaw, Georgia —
Senior Scientist
1987 -1994—Law Engineering and Environmental Services, Inc., Kennesaw, Georgia —
Staff Scientist, Project Scientist
1985 -1987 Law Engineering, Inc., Atlanta, Georgia — Engineering Assistant.
5/09

JASON E. MORRELL, C.E.
Wetland & Ecological Consultants, Senior Ecologist
EDUCATION
Graduate Studies, Oregon State University, 2oo6-2007
B.S., Agriculture, University of Georgia,1999
CERTIFICATIONS
Certified Ecologist, The Ecological Society of America
PROFESSIONAL MEMBERSHIPS AND ASSOCIATIONS
The Ecological Society of America
CAREER SUMMARY
Mr. Morrell is a Senior Ecologist for Wetland & Ecological Consultants (WEC). Prior to
working for WEC, he was an environmental technician specializing in lake management.
Mr. Morrell has experience in wetland delineation, GPS surveying, GIS mapping, Clean
Water Act Section 404 permitting, stream/wetland mitigation design and permitting
including mitigation banks, local and state stream buffer variance applications, water
quality monitoring, fish and aquatic invertebrate sampling and identification, threatened
and endangered species surveys, lake management, stream restoration construction, and
erosion/sediment control consulting.
SUB -SPECIALTY EXPERIENCE
Streams
Mr. Morrell has conducted numerous stream evaluations throughout the southeastern
U.S. including chemical, physical, and biological assessment. In addition, he has over
seven years experience in the delineation of waters of the State of Georgia requiring an
undisturbed buffer in accordance with Georgia Environmental Protection Division (EPD)
requirements. He has over nine years experience in benthic macroinvertebrate sampling
and identification. Mr. Morrell also has assisted in several population and protected
species fisheries surveys, including field identification and calculation of Georgia
Department of Natural Resources, biological metrics. In addition, Mr. Morrell has
experience in the design, implementation, construction, and monitoring of stream
restoration projects.
Wetlands
Mr. Morrell completed the Wetland Delineation Training and Wetland and their Borders
Plant Identification courses offered by the Institute for Wetland & 'Environmental
Education & Research, Inc. in September of 2002. He has over seven years experience
conducting wetland delineations in accordance with the 1987 Corps of Engineers Wetland
Delineation Manual in Georgia and throughout the southeastern U.S. Additionally, Mr.
Morrell has conducted wetland delineations in Kansas and assisted with a wetland
mitigation project in the state of New York. Mr. Morrell also has experience in the design,
implementation, and monitoring of wetland, mitigation projects, including mitigation
banks in Georgia.

Jason E. Morrell
Page 2
Lakes
Mr. Morrell has two years experience conducting lake management field operations,
including water quality monitoring, aquatic weed and algae control, and fisheries
management. His experience includes monitoring of multiple water quality parameters in
lakes and ponds using a wide range of techniques of instrumentation. Additionally, Mr.
Morrell has over nine years experience in the survey and remediation of sediment loadings
in lakes and ponds.
Fisheries
Mr. Morrell has conducted seining and electro-fishing in several streams and lakes located
across the southeastern U.S. He has over seven years experience in the identification of
native fish species, including threatened and endangered species in Georgia. Additionally,
he has assisted in developing fisheries management plans and the stocking of game fish
and other species in private impoundments.
Regulatory/Permitting
Mr. Morrell has. over seven years of experience in the preparation of Clean Water Act
Section 404 permit applications, including Nationwide and Individual Permits, for
commercial, institutional, industrial and residential developments, as well as utility lines,
roads, and aquatic resource restoration throughout the southeastern U.S. He has
extensive experience working with U.S. Army Corps of Engineers (USACE), Savannah
District Nationwide Permit Regional Conditions and regulatory guidelines.
Mr. Morrell also has over four years experience in the preparation of state and local
stream buffer variance request applications_ in Georgia, and has permitted mitigation
banks in Georgia, including the preparation of mitigation banking instruments. His
permitting experience includes extensive correspondence with the USACE, Regulatory
Division offices in Georgia, Georgia EPD Watershed Protection Branch offices, and the
U.S. Fish & Wildlife Service, Georgia Ecological Services Field Office in Athens, Georgia,
as well as local municipalities other regulatory agencies.
CAREER HISTORY
2oo8 - present — Wetland & Ecological Consultants, Woodstock, Georgia — Senior
Ecologist
2004 - 2007 — Wetland & Ecological Consultants, Woodstock, Georgia — Project Ecologist
2002 - 2004 — Wetland & Ecological Consultants, Woodstock, Georgia — Staff Ecologist
2000 - 2002 — Aquascape Environmental, Woodstock, Georgia — Environmental
Technician
3/09

MAITHEW W. OTTO, C.A.E., W.P.I. T.
Wetland & Ecolo ical Consultants, Sta _ Ecolo ist
EDUCATION
M.S., Biology, East Tennessee State University, 2007
B.S., Zoology, Eastern Illinois University, 2000
CERTIFICATIONS
Certified Associate Ecologist, Ecological Society of America
Certified Wetland Professional in Training, Society of Wetland Scientist
PROFESSIONAL MEMBERSHIPS
The Ecological Society of America
Society of Wetland Scientists
CAREER SUMMARY
Mr. Otto is a staff ecologist for Wetland & Ecological Consultants (WEC). Prior to
working for WEC, he gained professional ecological restoration experience working for
the U.S. Park Service and Fish & Wildlife Service as well as Eastern Illinois University.
He was also a graduate student and teaching assistant at East Tennessee State
University, Johnson City.
Mr. Otto has experience performing biological assessments, water quality testing,
fisheries sampling, wetland restoration, and exotic/invasive plant control. Additionally,
he has experience with plant and wildlife identification, GPS and GIS technology, and
plant propagation.
SUB -SPECIALTY EXPERIENCE
Streams/Fisheries
Mr. Otto has experience with backpack electro-shocking, and seine net fish sampling in
streams. He also has experience with the chemical techniques used in the control of
exotic fish species. Additionally, he has experience with habitat assessments,
geomorphologic data collection and analysis, stream classification, and mapping using
GPS and GIS technology.
Wetlands
Mr. Otto has completed a Wetland Delineation & Management Training class and has
significant experience delineating wetlands and surveying delineated boundaries with
GPS. Additionally, he has experience in the implementation and monitoring of stream
and wetland mitigation projects.
Mr. Otto has experience with wetland restoration and leading biological teams in large
scale restoration projects. He has experience in the necessary phases of restoration,

Matthew W. Otto
Page 2
including hydrology reestablishment, exotic species control, plant propagation and
installation, post project site maintenance, and appropriate documentation.
Wildlife
Mr. Otto has experience with wildlife surveys using both visual encounter and mist
netting methods. He has experience with bird banding and the appropriate statistical
data analysis. He also has experience with habitat enhancement via prescribed burning,
brush removal and complete habitat restoration. Additionally, he has performed
threatened and endangered species literature reviews as well as field surveys within the
state of Georgia since November of 2007.
Botany
Mr. Otto has extensive experience in plant identification, surveying techniques and plant
systematics. He also has performed many different types of vegetation surveys,
including overall plant, shrub and tree surveys as well as focused goldenrod/aster
surveys and surveys of the sedges in the genus Carex.
Regulatory Permitting
Mr. Otto has experience assisting and preparing Clean Water Act Section 404 permitting
for industrial, commercial and residential sites. He has over two years of experience in
the proper delineation of jurisdiction waters of the United States and then the
subsequent permitting within the State of Georgia. He has primarily handled U.S. Army
Corps of Engineers (USAGE) Nationwide Permits with the associated regional conditions
for the Savannah District.
CAREER HISTORY
November 2007 — Present —Wetland & Ecological Consultants, Woodstock, Georgia —
Staff Ecologist
April 2007 — October 2007-U.S. Park Service, Porter, Indiana — Biological Technician
August 2004 — December 2oo6—East Tennessee State University, Johnson City,
Tennessee — Graduate Assistant
April 2003 — October 2003—U.S. Park Service, Porter, Indiana — Biological Technician
May 2002 — October 2002—U.S. Park Service, Porter, Indiana — Biological Technician
April 2001- October 2001—U.S. Fish & Wildlife Service, Marquette, Michigan —
Biological Science Aid
May 2000 — August 2000-Eastern Illinois University, Charleston, Illinois — Research
Assistant
01/10

WETLAND & ECOLOGICAL CONSULTANTS, LLC
March 16, 2010
Ms. Susan A. Wilson
North Carolina Department of
Environment and Natural Resources
Division of Water Quality
2090 U.S. Highway 70
Swannanoa, NC 28778
Mr. John Hennessy
North Carolina Department of
Environment and Natural Resources
Wetlands and Stormwater Branch
NPS Assistance and Compliance
Oversight Unit
1617 Mail Service Center
Raleigh, NC 276'9=z6
Subject: Response to Notice of Violation
Sequoyah National Golf Course v
Jackson County, North Carolina
WEC Project No. 02-1i24o6-oi rVVAQUALITY
R 17 2010 1
DWQ Tracking No. NCRoo1658
SECTIONAE REGIONAL OFFICE
Dear Ms. Wilson and Mr. Hennessy,
On behalf of Sequoyah National Golf Club, LLC (SNGC), Wetland' "& Ecological .... --
Consultants, LLC (WEC), is providing this response to the Notice of Violation (NOV-
2010-PC-0208) issued for the above referenced project by the North Carolina
Department of Environment and Natural Resources (NCDENR), Division of Water
Quality (DWQ) on March 1, 2010. The following sections of this document provide a
detailed response to the items requested by DWQ in the aforementioned Notice of
Violation (NOV). Each item requested by DWQ is listed below in italics followed by a
response in bold print.
I. Construction Stormwater Permit NCGoi0000
a. Please detail the events that resulted in non-compliance with the above -
mentioned NCGoi0000 permit conditions.
As detailed in the aforementioned NOV, non-compliance with the
construction stormwater permit for the project resulted from failure to:
i) provide daily rain gauge data during the February ii, 2010 site
inspection; 2) operate and maintain stormwater controls to optimum
efficiency as cited by Jackson County's NOV dated February 2, 2010; 3)
provide inspection records of erosion and sedimentation control
measures and stormwater discharges, collected weekly and after every
half -inch or greater rain event during the February 11, 2010 inspection;
3225 South Cherokee Lane Phone: [phone]
Bldg. Boo Fax: [phone]
Woodstock, Georgia 3o188 www.wet-eco.com

Response to Notice of Violation
Sequoyah National Golf Club
March 16, 2010
14ECProjectNo. 02-1124o6-oi
4) follow the Erosion Control Plan for the project as cited in the
aforementioned Jackson County NOV; and 5) notify DWQ within 24
hours regarding sediment loss. The following section details the events
resulting in the aforementioned violations.
i) Rain gauge data was not available for review during the February
11, 2010 inspection, as SNGC personnel maintain this data and
were not present during the site inspection. As requested, rain
gauge data from November 1, 2009 to March 9, 2010 is attached
for review (Appendix A).
2) In response to the Jackson County NOV, erosion and
sedimentation control measures were installed and maintained as
depicted on the Jackson County approved Erosion And
Sedimentation Control Plan prepared by Proctor -Hodge. The cited
release of sediment from the project site resulted from a
distressed fill slope adjacent to the hole 1.8 fairway, as well as the
rupture of a water delivery line on the course driving range, not
surface soil erosion resulting from the failure to maintain erosion
control measures. Erosion and sedimentation control measures
were not designed to retain the amount of sediment released from
the distressed fill slope or water line rupture. In response to the
distressed slope, S&ME, Inc. has been retained to complete
geotechnical exploration of the slope adjacent to the hole 18
fairway. Based on the results of the exploration, S&ME concluded
that slope distress was caused by saturated soils on the
constructed slope.
Based on information provided by LU personnel it is our
understanding that Mr. Robert Shelton with Jackson County
Planning initially inspected the distressed slope and associated
stream sedimentation, as well as sedimentation of the stream and
an off -site pond below the driving range during a December 2009
site visit. We also understand that Mr. Shelton acknowledged that
due to saturated soil conditions repair of the areas was not feasible
at that time and requested that the areas be repaired as soon as
site conditions allowed. Nevertheless, several weeks later Mr.
Shelton issued the aforementioned NOV in spite of the fact that
saturated soil conditions persisted. SNGC has stated and remains
committed that these areas will be repaired, and additional
erosion and sedimentation control measures have already been
installed to prevent further release of sediment from the proje
site.
g) Beginning November 14, 2007, LU began conducting weekly
erosion control inspections and reporting in accordance with the
Construction Stormwater Permit for the project and continued
inspection and reporting through April 20, 2009. In addition, the
professional engineers at Proctor -Hodge completed monthly
erosion control inspections and reporting in accordance with the
Jackson County Sediment Control Ordinance beginning January
2

Response to Notice of Violation
Sequoyah National Golf Club
March 16, 2010
WECProjectNo. o2-1124o6-o1
29, 2oo8 and continuing through July 21, 2009. Mr. Shelton
participated in the July 21, 2009 inspection and issued a
Sedimentation Inspection Report (Appendix B) stating that
Proctor -Hodge would no longer be required to submit monthly
inspection reports. The aforementioned monitoring reports can
be provided upon request; however, weekly inspection reports for
the period of November 1, 2009 to the present are not available.
4) Based on review of the Erosion and Sedimentation Control Plan
prepared by Proctor -Hodge, as well as the erosion control
inspection reports and site observations, land disturbing activities
on -site were conducted in accordance with the Jackson County
approved plan. As stated above, S&ME, Inc. concluded that
prolonged soil saturation resulting from above average rainfall is
anticipated to have caused fill slope distress. The fill slope was
graded in accordance with the approved grading plan and
sediment and erosion control measures were installed and
maintained in accordance with the Erosion and Sedimentation
Control Plan. However, as stated above, these measures were not
designed to control the amount of sediment released resulting
from a distressed slope. Similarly, erosion and sediment control
measures also were installed and maintained in accordance with
the approved erosion control plan in the area of the driving range;
however, these measures were not designed to control the release
of sediment resulting from the volume and velocity of water
released during water line rupture. Supplementary erosion and
sediment control measures, in addition to measures included in
the Erosion and Sedimentation Control Plan, were installed
following these two unforeseen events to prevent further release
of sediment from the project site.
5) The permittee did not notify DWQ regarding the sediment loss, as
Jackson County, the delegated local authority, was aware of the
loss based on site inspections. In the event of future sediment
release from the project site, DWQ personnel will be directly
notified within 24 hours of sediment loss.
b. Please explain when you anticipate being in full compliance with the
NCGol0000 Permit and your Erosion and Sediment Control Plan.
With the exception of the distressed slope and driving range, the
remainder of the project site complies with the Construction Stormwater
Permit and the Erosion and Sediment Control Plan: Due to prevailing
soil saturation, these areas are currently inaccessible by the heavy
equipment required for stabilization; however, additional sediment and
erosion control measures have been installed along the periphery to
prevent further release of sediment into streams. Repair to the 6
distressed slope is tentatively scheduled to commence March 29, 2010
and continue through May 14, 2010; however completion of the work is
dependent on site conditions and rainfall. The driving range is currently
stable; however, as noted during the DWQ site inspection, a temporary
3

Response to Notice of Violation
Sequoyah National Golf Club
March z6, 2ozo
WECProjectNo. o2-1124o6-oz
sediment basin at the base of the driving range slope requires
maintenance (i.e., sediment removal), which will be completed
concurrently with slope repair. Upon stabilization of the distressed
slope and maintenance of the driving range the project is anticipated to
be in full compliance with the Construction Stormwater Permit and the
approved Erosion and Sediment Control Plan.
c. Please provide information detailing your compliance with the minimum
monitoring and reporting requirements as requested above for each phase of
the project. This information must include monitoring records through to the
date of your written response to this letter. Specifically, it is requested that
DWQ be provided a copy of all rain gauge data and weekly
inspection/monitoring reports related to your inspections of the approved
sedimentation and erosion control facilities and stormwater outfalls. Copies of
all corresponding inspections subsequent to rain events greater than 0.5 inches
are requested as well. This information should be provided for records
from November 1, 2009 to present. Failure to provide this information
will constitute violations of the subjectNCGoi0000 Permit.
Rain gauge data from the project site for the period of November 1, 2009
to the present is included as Appendix A. As stated above, weekly
inspection/monitoring reports, as well as inspections following rain
events exceeding 0.5 inch, are not available for the requested time -
period, but can be provided for the period of November 14, 2007 through
July 21, 2009 upon request. As of March S, 2010 SNGC began conducting
weekly erosion control inspection and reporting and will continue to do
so until the project is determined to be complete by Jackson County
and/or the NCDENR, Division of Land Resources in accordance with the
Construction Stormwater Permit. Additionally, SNGC is committed to
stabilizing the distressed slope as soon as possible and restoring waters
of the State impacted by the release of sediment from the project site.
d. You should include in your response and explanation of how you propose to
prevent these problems from reoccurring on this project and on future projects.
As stated above, SNGC will prevent these problems from reoccurring on
the project by completing weekly erosion control inspections, repairing
any problem areas in a timely manner, and notifying DWQ within 24
hours of any future sediment loss. However, it should be noted that the
sediment loss cited for violation of the Jackson County Sediment Control
Ordinance and Construction Stormwater Permit NCGol0000 by Jackson
County Erosion Control and DWQ, respectively, resulted from
unforeseen events (i.e., distressed fill slope and water line rupture) and
not the failure to install and maintain sediment and erosion control
measures in accordance with the approved Erosion and Sediment
Control Plan for the project.
4

Response to Notice of Violation
Sequoyah National Golf Club
March 16, 2010
WECProject No. 02-1124o6-o1
II. Stream Standard — Other Waste (In -Stream Sediment)
a. Please explain when construction (excavation, grubbing, and clearing) began at
the site.
Based on information provided by LU personnel, clearing and grubbing
began on the project site on December 20, 2007 and continued through
July 16, 2008. Excavation and grading began on January 15, 2oo8 and
was complete by October 15, 2008. Soil stabilization, including grass
seeding, began on September 1, 2oo8 and was completed by April 15,
2009.
b. Please provide a map that exactly details the jurisdictional waters on the tract.
This map should indicate all of the jurisdictional waters on the tract as well as
the areas that have been impacted both on and off -site. This information must
be clearly depicted on a map that you provide as part of this response;
,A Jurisdictional Waters Map (Figure 1) depicting the extent of
jurisdictional waters of the U.S. as delineated by WEC personnel during
.the period of December 13 — 18, 20o6 is attached for your review. This
map identifies the areas both on and off -site that have been impacted by
the release of sediment from the project site.
c. Please submit a Sediment Removal Restoration Plan (Restoration Plan) to this
office for review and approval. The Restoration Plan must address removal of
accumulated sediment from both unnamed tributaries to Crooked Creek. The
Restoration Plan must be submitted to the Division of Water Quality for review
and approval prior to implementation. You are encouraged to secure an
environmental consultant experienced in stream restoration to assist you with
your plan development. It is recommended that your consultant contact Susan
A. Wilson of the Asheville Regional Office for additional guidance during
restoration plan development. The Restoration Plan should include the
following:
• A narrative explaining how sediment will be removed and how impacted
jurisdictional waters will be restored.
• A proposed schedule with dates that indicate when you expect to begin and
complete the removal of sediment.
• A diagram of the stream channel, referenced with photo documentation of
sediment impacts.
• A narrative explaining how sediment will be retained on the site and kept
out of waterways, and how restoration activities will be conducted such that
turbidity standards are not exceeded.
The SNGC has retained WEC to prepare a Sediment Removal Restoration
Plan for the project. However, the restoration plan has not been
submitted with this response due to current weather conditions (i.e.,
rainfall) that prevent completion of a field assessment to locate and
5

Response to Notice of Violation
Sequoyah National Golf Club
March 16, 2olo
WECProjectNo. o2-1124o6-ol
measure the extent of sedimentation necessary to prepare the
restoration plan. The Sediment Removal Restoration Plan will address
removal of sediment from the two tributaries on -site and the off -site
pond identified on Figure i and will include the above bulleted items as
requested by DWQ. The Sediment Removal Restoration Plan will be
submitted to DWQ under separate cover by April 9, 2010.
d. Once the Restoration Plan has been implemented and is complete, a final report
documenting restoration of the stream should be submitted to Susan A. Wilson.
Upon implementation of the Sediment Removal Restoration Plan a final
report documenting stream restoration actions will be submitted to
Susan A. Wilson for review and approval.
The information provided above has been submitted in response to the DWQ NOV
submitted to SNGC by letter dated March 1, 20io. Based on submittal of this response,
WEC respectfully requests, on behalf of SNGC, that the project not be recommended for
-enforcement, as SNGC is committed to correcting erosion and sediment control
problems on -site and restoring waters of the State impacted by the unforeseen release of
sediment from the project site. As stated above, a Sediment Removal Restoration Plan
for waters receiving sediment from the project site will be submitted to DWQ under
separate cover by April 9, 2010. If you have any questions regarding this letter or the
project please contact the undersigned at [phone]•
Sincerely,
WETLAND & ECOLOGICAL CONSULTANTS, LLC
1000
Jason E. Morrell, C.E. Richard W. Whiteside, Ph.D., C.W.B., C.S.E.
Senior Ecologist Managing Member
Enclosures: Figure i — Jurisdictional Waters Map
Appendix A — Rain Gauge Data
Appendix B — Jackson County Erosion Control, Sediment Inspection
Report, July 21, 2009
cc: Jeremy Boone, Sequoyah National Golf Club
Robert Shelton, Jackson County Planning
Brian Vitek, Landscapes Unlimited, LLC
31

N
W + E
Tributary Impacted by Sediment
40
do
i'-
r'
Slope Failure Area
0
P5
-
�
� v
Driving Range
Tributary Impacted by Sediment
i
Off -Site Pond. ' .
6
�Impacted'by Sedimerif ,
LEGEND
Perennial Stream Clubhouse
Intermittent Streams Bunker
Wetlands Tees
C3Irrigation Lake Green
Property Boundary Fairway
750 375
0 75o Feet
Cartpath
1 inch = 75o feet i:9,000
Base Map Source: Sequoyah National Golf Course Layout provided by Landscapes Unlimited, LLC
Stream and Wetland locations from Wetland & Ecological Consultants, LLC GPS boundary survey of delineated waters of the U.S., December 13-18, 20o6.
Figure i
Sequoyah National Golf Course
1�-
WETLAND & ECOLOGICAL
Jurisdictional Waters Map
Jackson County, North Carolina
CONSULTANTS, 'LLC
Woodstock, Georgia
WEC Project No. 02-1124o6-oi

APPENDIX A
Rain Gauge Data

Sequoyah National Golf Course
Daily Climatic Data
Min
Max
Relative
Solar
Wind
Date
Temp
Temp
Humidity
Radiation
Run
Rainfall
ETo
(F)
(F)
(%)
(langleys)
(mi./d)
(inches)
(in./d)
11 /1 /2009
46.51
66.13
82.2
68.286
63.36
0.85
0.04
11 /2/2009
33.52
66.92
100
370.116
37.44
0
0.08
11 /3/2009
32.58
68.78
100
315.51
28.56
0
0.08
11 /4/2009
30.34
68.79
100
352.343
38.16
0
0.08
11 /5/2009
29.61
67.5
100
352.204
40.08
0
0.08
11 /6/2009
25.66
63.41
100
362.038
39.36
0.01
0.07
11 /7/2009
24.75
67.61
100
348.518
24.72
0
0.08
11 /8/2009
27.24
72.63
100
346.888
23.76
0
0.09
11 /9/2009
27.61
77.51
99.6
341.239
24.48
0
0.1
11111 /2009
47.16
54.19
100
28.326
25.92
2.25
0
11 /12/2009
37.2
61.41
97.3
152.294
60
0.02
0.03
11 /13/2009
32.64
64.69
100
307.444
48.96
0
0.07
11 /14/2009
31.85
73.06
100
308.481
27.84
0
0.08
11 /15/2009
33.49
74.03
100
288.257
23.28
0
0.08
11 /16/2009
29.12
75.49
100
323.668
21.84
0
0.09
11/17/2009
28.58
74.26
99.4
322.109
26.4
0
0.08
11/18/2009
35.8
64.51
87.2
130.781
67.44
0.69
0.03
11/19/2009
45.52
55.96
100
47.239
37.2
0.05
0.01
11 /20/2009
31.54
65.3
100
299.949
39.12
0
0.06
11 /21 /2009
31.18
64.28
100
256.62
24.72
0
0.06
11 /22/2009
31.06
64.63
99.6
283.301
25.68
0
0.06
11 /23/2009
35.68
49.69
98.7
87.868
28.56
0.2
0.01
11 /24/2009
43.27
61.9
97.6
264.948
22.08
0
0.05
11 /25/2009
44
64.28
90.3
252.584
30
0
0.06
11 /26/2009
27.24
62.93
100
266.648
31.68
0
0.05
11 /27/2009
27.85
54.38
69.11
251.742
72.24
0
0.06
11 /28/2009
23.72
54.68
97.1
292.462
62.88
0
0.05
11 /29/2009
23.11
63.05
97.9
288.944
25.2
0
0.06
11 /30/2009
30.94
61.47
92.7
172.11
22.56
0
0.03
12/1/2009
24.08
53.71
100
52.96
35.52
0.58
0.02
12/2/2009
23.11
55.4
98.3
244.767
24.96
0.29
0.04
12/3/2009
38.72
57.36
75.17
27.774
80.88
1.06
0.03
12/4/2009
35.62
45.04
85.9
185.322
89.52
0
0.04
12/5/2009
36.96
50.67
94.3
148.614
34.08
0.08
0.03
12/6/2009
18.13
39.69
98
120.168
46.56
0.07
0.02
12/7/2009
18.8
40.79
98.7
183.012
15.84
0
0.02
12/8/2009
19.89
49.95
92.5
179.813
17.52
0
0.03
12/9/2009
39.45
49.35
98.8
34.586
50.88
2.2
0.01
12/10/2009
28.7
63
54.41
248.024
92.4
0
0.08
12/11 /2009
16.56
38.89
77.68
279.041
101.28
0
0.04
12/12/2009
16.38
36.36
92.4
126.534
19.2
0
0.02
12/13/2009
18.99
38.25
99.9
92.305
23.04
0.17
0.01
12/14/2009
34.59
47.84
97.9
44.984
15.84
0.4
0.01
12/15/2009
38.36
57.85
100
165.658
24.96
0
0.03
12/16/2009
27.12
57.72
88.9
108.986
64.08
0.01
0.03

12/17/2009
20.5
53.22
99.5
232.965
24.96
0
0.04
12/18/2009
20.02
50.81
88.4
208.129
18
0
0.04
12/19/2009
31.5
34.11
98.9
0.066
8.16
0.2
0
12/20/2009
29.86
37.63
88.4
142.388
92.4
1.23
0.02
12/21 /2009
24.09
35.75
96.9
134.348
48.72
0
.0.02
12/22/2009
23.17
46.56
99.8
250.736
26.64
0
0.03
12/23/2009
23.66
49.46
100
231.573
18.96
0
0.03
12/24/2009
23.48
53.89
100
206.796
22.32
0
0.04
12/25/2009
22.81
55.54
87
216.342
101.76
0.97
0.04
12/26/2009
24.09
58.88
100
175.199
44.88
0.6
0.04
12/27/2009
18.86
45.58
98.6
179.111
15.36
0
0.03
12/28/2009
18.08
48.85
59.94
246.586
80.16
0
0.05
12/29/2009
18.31
39.69
90.8
271.252
99.84
0
0.03
12/30/2009
16.74
48.92
83.9
277.855
25.68
0
0.04
12/31 /2009
25.61
46.26
100
161.183
30.24
0.21
0.02
1 /1 /2010
34.77
42.24
93.5
41.81
19.68
0.08
0.01
1 /2/2010
20.74
42.11
68.46
226.948
93.84
0
0.05
1 /3/2010
8.84
26.57
87.6
288.308
70.08
0
0.02
1 /4/2010
5.85
30.04
96.1
263.348
64.32
0
0.02
1 /5/2010
4.88
30.47
81.1
278.425
58.32
0
0.03
1 /6/2010
10.35
31.07
95.2
234.663
62.4
0
0.02
1 /7/2010
9.09
35.81
96.3
278.765
47.52
0
0.03
1 /8/2010
11.7
32.11
67.61
83.225
46.08
0
0.02
1 /9/2010
-2.79
20.2
90.5
254.834
61.2
0
0.02
1/10/2010
-3.15
29.56
92.3
239.397
46.08
0.03
0.02
1 /11 /2010
0.73
32.77
92.8
287.265
28.8
0.03
0.03
1 /12/2010
5.38
40.62
71.01
215.827
57.84
0
0.03
1 /13/2010
10.47
36.54
96
207.803
55.44
0
0.02
1 /14/2010
9.5
48.87
96.2
285.591
22.08
0
0.04
1 /15/2010
12.85
54.19
93.3
262.519
23.52
0
0.05
1 /16/2010
18.81
60.04
91.6
293.936
22.08
0
0.06
1 /17/2010
26.34
49.35
100
111.611
25.68
0.87
0.02
1 /18/2010
34.24
51.06
100
64.041
38.16
0.23
0.01
1/19/2010
26.03
60.39
100
302.446
28.8
0
0.06
1 /20/2010
24.28
59.56
100
274.093
31.2
0.06
0.05
1 /21 /2010
40.55
53.37
100
90.72
21.36
0.19
0.02
1 /22/2010
40.48
53.13
100
71.517
59.04
0.41
0.02
1 /23/2010
34.48
52.88
100
101.235
26.4
0.04
0.02
1 /24/2010
36.36
53.29
91.4
228.763
73.2
0.03
0.05
1 /25/2010
38.24
57.54
99.5
23.315
58.08
1.82
0
1 /26/2010
25.24
49.59
74.01
260.237
107.76
0.11
0.06
1 /27/2010
18.45
33.57
98.3
115.125
70.32
0
0.01
1 /28/2010
19.24
44.86
89.7
236.724
28.56
0
0.04
1 /29/2010
27.8
55.17
96.6
264.563
48.48
0
0.05
1 /30/2010
28.59
41.77
99
59.531
13.44
0.1
0.01
1 /31 /2010
24.34
36.43
88.3
60.878
25.44
0.89
0.01
2/1 /2010
19.12
43.77
99.1
332.006
18.24
0.46
0.04
2/2/2010
24.46
49.06
100
308.82
17.76
0.34
0.04
2/3/2010
25.37
43.83
100
99.887
28.32
0.25
0.01
2/4/2010
23.67
52.25
100
333.702
25.68
0
0.05
2/5/2010
27.5
43.29
93
122.371
37.68
0.9
0.02
2/6/2010
35.57
43.78
99.3
32.781
50.64
1.16
0.01

2/7/2010
25.79
38.31
94.1
65.555
69.84
0
0.01
2/8/2010
24.09
42.8
90.4
333.356
47.76
_0
0.05
2/9/2010
30.96
53.53
69.52
307.33
55.44
0
0.07
2/10/2010
17.84
44.5
77.55
55.67
33.12
0.13
0.02
2/11 /2010
17.35
28.05
95.8
181.287
0
0
0.02
2/12/2010
17.29
42.61
94.7
349.465
39.36
0
0.05
2/13/2010
9.63
35.28
94.8
79.806
20.4
0
0.01
2/14/2010
7.81
35.7
98.1
268.613
34.56
0.2
0.03
2/15/2010
14.67
34.61
100
135.537
8.88
0.03
0.01
2/16/2010
13.95
34.98
86.2
346.535
97.68
0.15
0.04
2/17/2010
13.51
28.83
86.4
307.399
102.24
0
0.04
2/18/2010
20Z3
33.44
79.07
366.271
95.28
0
0.05
2/19/2010
18.94
43.77
98.9
417.238
63.12
0
0.06
2/20/2010
17.96
55.06
99.4
412.34
41.28
0
0.07
2/21 /2010
18.38
60.28
99.8
414.656
31.92
0
0.08
2/22/2010
20.45
64.99
96.8
402.941
39.12
0.34
0.09
2/23/2010
34.36
59.74
100
199.697
22.8
0
0.05
2/24/2010
32.36
49.66
85.2
332.641
107.04
0
0.07
2/25/2010
20.08
41.78
62.5
147.146
86.4
0
0.05
2/26/2010
17.4
30.35
70.98
283.538
86.88
0
0.05
2/27/2010
17.1
40.55
90.4
461.978
79.68
0
0.06
2/28/2010
16.79
48.08
75.33
445.325
96.48
0
0.08
3/1 /2010
20.51
41.23
99
219.813
71.52
0
0.03
3/2/2010
21
50.45
97.4
276.566
31.2
0.01
0.05
3/3/2010
29.62
37.76
76.79
115.794
45.84
0.31
0.03
3/4/2010
27.19
40.12
82.4
466.203
89.52
0
0.08
3/5/2010
15.89
43.94
98.4
442.401
60.96
0
0.06
3/6/2010
15.46
46.07
97.8
489.917
56.16
0
0.07
3/7/2010
15.28
57.98
97.8
493.553
39.6
0
0.09
3/8/2010
15.84
60.1
81.2
383.85
36.72
0
0.09
3/9/2010
25.92
66.42
100
297.713
37.44
0
0.08
3/10/2010
25.25
69.31
92.3
350.752
37.44
0
0.09
3/11 /2010
36.72
59.92
94.6
111.979
30.72
0
0.03
3/12/2010
42.38
54.83
1.00
62.708
18.72
0.18
0.02
3/13/2010
38.25
62.73
100
160.491
49.20
0.44
0.04
3/14/2010
35.39
51.01
100
236.542
48.48
0.14
0.05
3/15/2010
37.64
44.63
87.3
173.146
63.60
0.04
0.04
3/16/2010
37.7
49.35
87.3
295.841
84.24
1 0
0.07
Total
22.11
Minimum
-3.15
20.20
54.41
0.07
0.00
0.00
0.00
Maximum
47.16
77.51
100.00
493.55
107.76
2.25
0.10
Average
24.82
50.18
92.81
228.06
45.28
0.16
0.04
Report Date:
3/16/2010
Created By:
Rain Bird SmartWeather

APPENDIX B
Jackson County Erosion Control
Sediment Inspection Report
July 21, 2009

JACKSON COUNTY EROSION CONTROL
401 Grindstaff Cove Road, Suite 254
Sylva, N.C. 28779
Phone: [phone] Fax: [phone]
SEDIMENTATION INSPECTION REPORT
Project: Sequoyah National Golf Course
Project #• 07-164
Person Financially Responsible: Se uo ah National Golf Club LLC
Address: PO Box 336 Cherokee NC 28719
1.
Project Location: Gateway
Pictures: Yes: No: X Prints: Slides: Digital: Video:
2.
Weather and Soil Conditions: P Cloud , Dam
3.
Is the site currently under notice of violation? Yes: X No:
4.
Is the site in compliance with the S.P.C.A. and the rules? Yes: No: X If no, check violations
below:
5.
Violations:
a) No approved plan, G.S..113A-57(4) and 15A NCAC 4B.0107(c)
b) Failure to follow approved plan, G.S. 113A-57(5)
c) Failure to submit revised plan, G.S. 113A-54.1(b) and 15A NCAC 4B.0118(a)
d Failure to provide adequate groundcover, G.S.113A-57(3) and 15A NCAC 4B.0107 or 15A
NCAC 4B0124(e)
Xe) Insufficient measures to retain sediment on site, G.S. 113A-57(3)
f) Failure to take all reasonable measures, 15A NCAC 4B.0105
g) Inadequate buffer zone, G.S. 113A-57(1)
h) Graded slopes and fills too steep, G.S. 113A-57(2) or 15A NCAC 4B.0124(d)
i) Unprotected exposed slopes, G.S. 113A-57(2)
j) Failure to maintain erosion control measures, 15A NCAC 4B.0113
k Othe describe :
6.
NPDES Permit Violation? Yes: X No: Unknown:
7.
Has sedimentation damage occurred since last inspection? Yes: X No: First Inspection:
If yes, mark all that apply:
Lake/natural watercourse on the tract: X Lake/natural watercourse off tract:'
Other property:
Description:
Degree of damage: Slight: X Moderate: Severe:
S.
Contact made with (name): Doug. Shultz/Steve Manning Title: Construction/Engineering
Inspection report given: or sent: X to person financially responsible.
Dategiven/sent:
9.
Corrective actions needed: Continue efforts to establish ground cover. Re -seed poor growth and bare
areas. Maintain erosion control measures in pjace. Stabile cart paths.
10. Comments: After July's report, Hodge Associates will no longer be required to submit monthly
reports.
Report By: Robert Shelton Others present:
Date of Inspection. 7-21-2009 Time of Inspection: 10:30.
Attachments:
Cc; Hodge Associates, Landscapes Unlimited of Nebraska, LLC

Beverly Eaves Perdue
Governor
March 1, 2010
7
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED — 7007 1490 0004 0713 8311
Ms. Annette Tarnawsky, Registered Agent
Sequoyah National Golf Club, LLC
P.O. Box 455
Cherokee, NC 28719
SUBJECT: ' NOTICE OF VIOLATION and
RECOMMENDATION FOR ENFORCEMENT
Sequoyah National Golf Course
DWQ Tracking Number: NCROO1658
NOV-201 O-PC-0208
Construction Stormwater Permit NCG010000
Stream Standard Violation - Other Waste (In -stream sediment)
Jackson County
Response deadline: March 19, 2010
Dear Ms. Tarnawsky:
Dee Freeman
Secretary
On February 11,2010, Ms. Susan A. Wilson from the Asheville Regional Office of the Division of
Water Quality (DWQ) conducted a site inspection at Sequoyah National Golf Course in Jackson
County. Mr. Robert Shelton, Jackson County Erosion Control, Mr. Doug Swartz, Superintendent —
Landscapes Unlimited, and Mr. Jason Morrell, Wetland & Ecological Consultants, were also
present during the site visit.
Construction Stormwater Permit NCGO10000 and stream standards violations were noted during
the inspection and file review. Sediment impacts to two different areas of an unnamed tributary to
Crooked Creek, a Class C waterbody in the Little Tennessee River basin, were documented
constituting permit and standard violations. Approximately 6 — 8 inches of sediment was noted in
pockets along the unnamed tributary to Crooked Creek and to a delineated wetland area below the
failed slope. The pockets were noted along the entire length of the unnamed tributary. Another
unnamed tributary to Crooked Creek, below the driving range area, was also impacted by sediment
due to another incident. This sediment was noted from below the sediment basin up to the pond
(on Mr. Spangenberg's property). It was undetermined how much sediment from the area below
the driving range may be deposited in the downstream pond.
SURFACE WATER PROTECTION SECTION — ASHEVILLE REGIONAL OFFICE One 1 1 Location: 2090 U.S. Highway 70, Swannanoa, North Carolina 28778 NO1rt11CaYOIlI11
Phone: [phone] FAX: [phone]Q431 Customer Service: 1-877.623-6748 ra'���
��t�
Internet: www.ncwaterquality.org 6
An Equal Opportunity 1 Affirmative Action Employer
FAA

Ms. Tamawsky
March 1, 2010
Page 2 of 5
As a result of the site inspection and file review, the following violations, detailed below, were
noted:
Construction Stormwater Permit NCGO10000
a. Rain Gauge Data (Part I. Section B. No. 1)
b. Schedule of Compliance (Part I. Section C. No. 2)
c. Minimum Monitoring and Record Keeping (Part I. Section B. No. 1)'*
d. Final Limitations and Controls for Stormwater Discharges (Part I. Section A.
No.2)
e. Twenty-four Hour Reporting (Part II. Section E. No.3)
II Stream Standard Violation Other Waste (In -stream sediment)
15A NCAC 02B .0211 (3)f
VIOLATIONS
I. Construction Stormwater Permit NCGO10000 - A Construction Stormwater Permit
(NCGO10000) is issued upon the approval of an Erosion and Sedimentation Control Plan
for sites greater than one acre. This permit applies to projects that receive a Division of
Land Resources (DLR) (or local delegated program — in this case, Jackson County) permit
for disturbance of 1 acre or greater. Specifically, the NCGO10000 Permit authorizes
discharge of stormwater under the National Pollutant Discharge Elimination System
(NPDES) in accordance with Title 15 A North Carolina Administrative Code 2H.0100.
a. Rain Gauge Data (Part I. Section B. No. 1.) Rain gauge data, measured daily, was
not available for review. * However, Mr. Swartz indicated that these could be
provided. Please submit Stormwater inspection records from November 1, 2009
through the date of response to this Notice of Violation.
b. Schedule of Compliance (Part I. Section C. No. 2) Failure to operate and
maintain stormwater controls to optimum efficiency as cited by Jackson County's
Notice of Violation dated February 2, 2010, represents a violation of NCGO10000
Permit.
c. Minimum Monitoring and Record Keeping (Part I. Section B. No. 3)
Inspection records of erosion & sedimentation control measures and stormwater
discharges, collected weekly and after every half -inch or greater rain event, were
not available for review. * However, Mr. Swartz indicated that these could be
provided. Please submit Stormwater inspection records from November 1, 2009
through the date of response to this Notice of Violation.
d. Final Limitations and Controls for Stormwater Discharges (Part I. Section A.
No.2) Failure to follow the Erosion Control Plan, as cited in Jackson County's
Notice of Violation dated February 2, 2010, represents a violation of NCGO 10000
Permit.

Ms. Tamawsky
"March 1,'2010
Page 3 of 5
e. Twenty-four Hour Reporting (Part II. Section E. No.3) The lack of notification
to DWQ regarding sediment loss represents violations of NCGO10000 Permit.
II. Stream Standard Violation - Other Waste (In -stream sediment) 15A NCAC 02B .0211
(3)f — two different unnamed tributaries to Crooked Creek, a Class C waterbody, were
impacted by sediment deposition greater than 6 inches in pockets throughout the stream
reaches, representing Water Quality Stream Standard violation of 15A NCAC 02B .0211
(3) (f). As described previously, one area was the tributary below the slope failure and one
area was the tributary below the driving range. A delineated wetland area (below the slope
failure) was also impacted by sediment.
REQUIRED RESPONSE
This Office requests that you respond in writing to this Notice by March 19, 2010. Your response
should be sent to both the attention of Susan A. Wilson, Division of Water Quality, 2090 US HWY
70, Swannanoa, NC 28778 and Mr. John Hennessy at the Wetlands and Stormwater Branch, NPS
Assistance and Compliance Oversight Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
Your response should address the following items:
I. Construction Stormwater Permit NCGO10000
a. Please detail the events that resulted in non-compliance with the above -mentioned
NCGO10000 permit conditions.
b. Please explain when you anticipate being in full compliance with the NCGO 10000
Permit and your Erosion and Sediment Control Plan.
c. Please provide information detailing your compliance with the minimum
monitoring and reporting requirements as requested above for each phase of the
project. This information must include monitoring records through to the date of
your written response to this letter. Specifically, it is requested that DWQ be
provided a copy of all rain gauge data and weekly inspection/monitoring reports
related to your inspections of the approved sedimentation and erosion control
facilities and stormwater outfalls. Copies of all corresponding inspections
subsequent to rain events greater than 0.5 inches are requested as well. This
information should be provided for records from November 1, 2009 to present.
Failure to provide this information will constitute violations of the subject
NCGO10000 Permit.
d. You should include in your response an explanation of how you propose to
prevent these problems from reoccurring on this project and on future
projects.

Ms. Tamawsky
Much 1, 2010
Page 4 of 5
II. Stream Standard - Other Waste (In -Stream Sediment)
a. Please explain when construction (excavation, grubbing, and clearing) began at the
site.
b. Please provide a map that exactly details the jurisdictional waters on the tract. •This
map should indicate all of the jurisdictional waters on the tract as well as the areas
that have been impacted, both on and off site. This information must be clearly
depicted on a map that you provide. as a part of this response;
c. Please submit a Sediment Removal Restoration Plan (Restoration Plan) to this
office for review and approval. The Restoration Plan must address removal of the
accumulated sediment from both unnamed tributaries to Crooked Creek. The
Restoration Plan must be submitted to the Division of Water Quality for review and
approval prior to implementation. You are encouraged to secure an environmental
consultant experienced in stream restoration to assist you with your plan -
development. It is recommended that your consultant contact Susan A. Wilson -of
the Asheville Regional Office for additional guidance during restoration plan
development. The Restoration Plan should include the following:
• A narrative explaining how sediment will be removed and how impacted
jurisdictional waters will be restored.
• A proposed schedule with dates that indicate when you expect to begin and
complete the removal of sediment.
• A diagram of the stream channel, referenced with photo documentation of
sediment impacts.
• A narrative explaining how sediment will be retained on the site and kept out of
waterways, and how restoration activities will be conducted such that turbidity
standards are not exceeded.
d. Once the Restoration Plan has been implemented and is complete, a final report
documenting restoration of the stream should be submitted to Susan A. Wilson.
Thank you for your attention to this matter. This Office is considering sending a recommendation
for enforcement to the Director of the Division of Water Quality regarding these issues and any
future/continued violations that may be encountered. Your above -mentioned response to this
correspondence will be considered in this process. This office requires that the violations, as
detailed above, be abated immediately. These violations and any future violations are
subject to a civil penalty assessment of up to $25,000.00 per day for each violation.

a Ms. Tarrlawsky
March 1, 2010
Page 5 of 5
Should you have any questions regarding these matters, please contact Susan A Wilson at (828)
296-4500.
Sincerely,
c. zezz-C4
Roger C. Edwards, Regional Supervisor
Surface Water Protection
Asheville Regional Office
Enc: Inspection Report
cc: Jo ennessy — NPS Assistance and Compliance Oversight Unit
DWQ Central Files
Jason Morrell, Wetland & Ecological Consultants, Inc.
Robert Shelton, Jackson County Planning (w/Inspection Report)
SASWP\Jackson\Stormwater\NCG01 Construction\Sequoyah Nat] Golf Course\NOV-2010-PC-0208.Sequoyah GoIf02.2010.doc

Compliance Inspection Report
Permit: NCG010000 Effective: 01/01/08 Expiration:
Owner: Eastern Band of Cherokee Indians
SOC: Effective: Expiration:
Facility: Sequoyah National Golf Course
County: Jackson
Near Sr1532
Region: Asheville DWQ Tracking No: NCR001658
Whittier NC 28789
Contact Person: R D Childers Title: Director
Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC: Certification:
Phone:
Secondary ORC(s):
On -Site Representative(s)
Related Permits:
Inspection Date: 02/11/2010 Entry Time: 11:06 AM Exit Time: 12:41 PM.
Primary Inspector: Susan A Wilson
Phone: [phone]
Secondary Inspector(s):
Reason for Inspection: Complaint Inspection
Type: Compliance Evaluation
Permit Inspection Type: Construction Stormwater
Facility Status: ❑ Compliant' ■ Not Compliant
Question Areas:
Construction
(See attachment summary)
Page: 1 ' ..

Permit: NCR001658 Owner - Facility: Eastern Band of Cherokee Indians
Inspection Date: 02/11/2010 Inspection Type: Compliance Evaluation Reason for Visit: Complaint
Inspection Summary:
Susan A. Wilson, DWQ - ARO, along with Robbie Shelton, Jackson County, met Jason Morrell, Wetland & Ecological
Consultants, and Doug Swartz, Superintendent - Landscapes Unlimited at the Sequoyah National Golf Club on February
11, 2010 to inspect the site. DWQ conducted a site visit in response to Jackson County's Notice of Violation dated
February 2, 2010.
Sediment had migrated to the unnamed tributary to Crooked Creek. in two areas - below the slope failure and below the
driving range. Pockets of sediment (6- 8 inches) were noted along the entire tributary below the slope failute (up to the
mouth of the tributary as it enters Crooked Creek). In the area below the driving range, sediment was noted along the
tributary up to the mouth of the pond on Mr. Spangenberg's property. It is unknown at this time how much sediment, from
the area below the driving range, may be deposited in the pond itself.
Page: 2

Permit: NCR001658 Owner - Facility: Eastern Band of Cherokee Indians
Inspection Date: 0211112010 Inspection Type: Compliance Evaluation Reason for Visit: Complaint
DLR or Local Program Inspection- Yes No NA NE
# Is this inspection related to a DLR / local program inspection? ® ❑
# If Yes, what was the DLR / local program inspection date?
0 o cn rn__ -
Is the site following its approved Erosion and Sedimentation Control Plan as indicated on DLR/Local Program ❑ ■ ❑ ❑
Inspection Report?
Comment: See NOV by Jackson County dated 2/2/2010.
Erosion Control Measures
Yes No NA NE
Is the site maintaining their erosion control measures as indicated on DLR/Local Program Inspection Report? ❑ ■ ❑❑
Comment: See NOV by Jackson County dated 2/2/2010.
Approved E&SC Plan
Yes No NA NE
Is a copy of the,approved E&SC plan on site?
❑ ❑ ❑ ■
Comment:
Rain Gauge
Yes No NA NE.
Is a rain gauge present on the site at the time of inspection?
■ ❑ ❑ ❑
Comment:
Rain Gauge Records
Yes No NA NE
Is rain gauge data measured and recorded?
❑ ❑ ❑_ ■
Comment: Stormwater monitoring records were not available at the time of inspection
"(these
will be requested with this report/NOV). Per Doug Swartz - they will be provided.
.
Inspection Records
Yes No NA NE
Are inspection records of erosion & sedimentation control measures and stormwater discharges complete?
❑ ❑ ❑ - ■
Comment:.. These will be provided as requested, per Doug Swartz, Superintendent.
Other NCGO10000 Permit Conditions
Yes No NA NE
Is the site compliant with other conditions of the NCGO10000 permit?
❑ ■ ❑ ❑
Comment: The facility failed to notify DWQ after the slope failure (when sediment
entered the wetland and creek) - per Part il, Section E.3.
(In addition to failure to properly implement the approved S&EC plan).
Other Water_ Quality, issues
Yes No NA NE
Is the site free of any other Water Quality issues as noted during the inspection?.
❑ ■ 'D ❑
Comment: -Sediment reached 2 tributaries to Crooked Creek (at the tributary below the
slope failure and at the tributary below the driving range).

�
Book: 4 1770 Page: 580
I11II1111111111111illllllllllllll11111111111111111�IIIN�fJf !I 1f f
00o I0' 003853440003 r I�II��IIIlII!(I(III1
FecoAmt�,$20%0/08 vpe: CAP
exclse Page Itof8302:18 An
rax: So.00
JoekHamllt 17ty. NC
l3fc 77® PG580 0? Deeds
2
f Y Beeelve
`_
9coN cap
Deed Preparation Only— No title opinion rendered
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $0.00
Parcel Identifier No. Verified by County on the _ day of 120
By:
Mail[Box to: Jay M. GallinQer, PO Box 455, Cherokee, NC 28719
This instrument was prepared by: Jay M. Galiinger, Office of Attorney General Eastern Bank of Cherokee Indians
Brief description for the Index: Approximately 263.806 — Golf Course Property — Qualla Township
THIS DEED made this 20`s day of October, 2008, by and between
GRANTOR
EASTERN BANK OF CHEROKEE INDIANS
PO Box 455, Cherokee, NC 28719
GRANTEE
SEQUOYAH NATIONAL GOLF CLUB LLC
PO Box 336, Cherokee, NC 28719
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e,g. corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in
Qualla Township, Jackson County, North Carolina and more particularly described as follows:
See Exhibit A attached to this Deed, incorporated by reference into this Deed and made a part of this Deed.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee simple.
100054464.DDCINC Bar Association Forth No. 3 0 1976, Revised m 1977, 2002
Printed by Agreement with the NC Bar Association -1981

Book: 1770 Page: 581
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever, other than the following exceptions: water rights, exceptions, restrictions and reservations
herinabove stated.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
EASTERN F C IANS
By:
W-chell Hicks
Title: Principal Chief
State of North Carolina - County of A
1, the undersigned Notary Public of the County and State aforesaid, certify that M 1*4- c it 14 i, k c personally
came before me this day and acknowledged that he is the Principal Chief of the Eastern Band of Cherokee Indians, and that by authority
duly given and as the act of such entity, he signed the foregoing instrument in its name on its behalf as its act and deed. Witness my
hand and Notarial stamp or seal, this ROLE -day of Do-+ol7,-r , 2008.
My Commission Expires: ara 1 G '` 12-
Notary Public
►AULA PRICE
Notary Public
Jackson County
titato of North Carolina
[MON CornmlMIM Expins Mar 10, ]2012
100054464.DOgNC.Bar Association Form No. 3 ® 1976, Revised ® 1977, 2002
Printed by Agreement with the NC Bar Association - 1991

North Carolina Secretary of State
Page 1 of 1
North Carolina
Elaine F Marshall EPART' ENT of THE
Secretary SECRETARY ©F TATE
PO Box 29622 Raleigh, NC 27626-0622 (919W7-2000
CORPORATIONS
Date: 211712010
Corporations Home Cl
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Names
Name Name Type
NC Sequoyah National Golf Club LLC Legal
I Liability Company Information
SOSID:
1052480
Status:
Current -Active
Date Formed:
7/8/2008
Citizenship:
Domestic
State of Inc.:
NC
Duration:
12/31 /2060
:red Agent
Agent Name:
Tarnawsky, Annette
Registered Office Address:
561 Sequoyah Trail
Cherokee NC 28719
Registered Mailing Address:
PO Box 455
Cherokee NC 28719
Principal Office Address:
561 Sequoyah Trail
Cherokee NC 28719
Principal Mailing Address:
PO Box 336
Cherokee NC 28719
http://www.secretary.state.ne.us/corporations/Corp.aspx?PitemId=8930096 2/17/2010

JACKSON COUNTY LAND DISTURBANCE APPLICATION
Financial Responsibility/Ownership Form
401 Grindstaff Cove Road, Suite A-258, Sylva, North Carolina 28779
Phone #: [phone] Fax #: [phone]
No person may initiate a land -disturbing activity on one or more acres as covered by the Act before this form and an
acceptable erosion and sedimentation control plan has been completed and approved by the Jackson Countv Erosion
Control Officer.
Please type or print, and if any question is not applicable, place N/A in
Submit three (3) copies of the plan and appropriate fee as follows:
o $50 for (one-half) to 1 acres
o $75 per acre for one (1) to three (3) acres
o $125 per acre for more than three (3) acres.
Note: Any portion of an acre will be rounded to the next whole acre.
A surety bond is required for any disturbance of five (5) acres or more
Part A
1. Project Name:
2. Property PIN Number — 73 g ,
3. Location of land -disturbing activity: City or Township���
Highway/Street 1i✓�,*
4. Approximate date land -disturbing activity will be commenced / /..z,S..2 d0 7
5. Purpose of development (residential, commercial, industrial, etc.) 6e21F Cp rl r'.r-e
6. Total acreage disturbed or uncovered (including off -site borrow and waste areas) / JO
7. Amount of fee enclosed $ /q, sop ° e
8. Has an erosion and sedimentation control plan been filed? Yes lam" No Enclosed
9. Person to contact should sediment control issues arise during land -disturbing activity
Name Telephone
10. Landowners(s) of Record (Use blank page to list additional owners) /
Name (s) . J> rl of i a- 4 /�/�, 4z
Current Mailing Address PO aox- 3 G��r� ��� , D(/G .L �'7 /9
Current Street Address
Part B
1. Person(s) or firm(s) who are financially responsible for this land -disturbing activity
S&aua,q,,4
Maine/ Gtvb� /_L,
GAD 8.6 '�< 336
Mailing Address
C�"'G b'
City State Zip Code
Telephone
Street Address
City State Zip Code
Telephone

n,
2. (a) If the Financially Responsible Parry is not a resident of North Carolina, please give
name and street address of a North Carolina'Agent.
Name
Mailing Address Street Address
� e
E State Zip Code City State Zip Code
If-ftM Fi 1 Responsible Party is a Partnership or other person engaging in
--business,un assumed name, attach a copy of the certificate of assumed name.
If the Financial sponsible Party is a Corporation, give name and street address of
lei ent.
Name of Registered Agent
Mailing Address Street Address
City State Zip Code City State Zip Code
Telephone Telephone
The above information is true and correct to the best of my knowledge and belief and was provided by me under
oath. (This form must be signed by financially responsible person if an individual or his attorney -in -fact or if
not an individual by an officer, director, partner, or registered agent with authority to execute instruments
for the financially responsible person). I agree to provide corrected information should there be any changes in
the information provided herein.
aalLSG un.,v t V l6.AdA 7•0/'
Type or Print Name Title. or Aut ority
f
Signature c Da e
6W+aY1CU1 , A Notary Public of the County of C n ,
State of North Carolina, hereby certify that eVo IJ9J("t` %-LLAoOkk-'.1 appeared
personally before me this day and being duly sworn acknowledged that the above form was executed by Him/Her
Witness my hand and notarial seal, this
'11IM48111/1,i ,
�li
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aAZ.�VA®TqRY a �
Se
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p
AN gi., ,,•
,•�1tik "mu 1 N,"N
^F' day ofLUt 12o D9:
ao
Notary
My Commission Expires /I— I ( - o,o.I (

JACKSON COUNTY LAND DISTURBANCE APPLICATION
"One -Half (1/2) or More Acres
Financial Responsibility/Ownership Form
401 Grindstaff Cove Road, Suite A-258, Sylva, North Carolina 28779
Phone #: [phone] Fax #: [phone]
No person may initiate a land -disturbing activity on one or more acres as covered by the Act before this form and an
acceptable erosion and sedimentation control plan has been completed and approved by the Jackson County Erosion
Control Officer.
• Please type or print, and if any question is not applicable, place N/A in t
• Submit three (3) copies of the plan and appropriate fee as follows:
o $50 for % (one-half) to 1 acre
o $75 per acre for one (1) to three (3) acres �Q� — 9 20��
o $125 per acre for three (3) to five (5) acres
o $150 per acre for five (5) acres or more
Note: Any portion of an acre will he rounded to the ne.W whole acre.
• A surety bond is required for any disturbance of five (5) acres or more
Part A
1. Project Name: Sequoyah National Golf Course
2. P'.'00 O:P- l�lii "kr Please see attached list
3. Location of land -disturbing activity: City or Township Cherokee, NC
Highway/Street US 441 to Mountaineer Road
4. Approximate date land -disturbing activity will be commenced November 25, 2007
5. Purpose of development (residential, commercial, industrial, etc.) Golf Course Light Comm.
6. Total acreage disturbed or uncovered (including off -site borrow and waste areas) 130 acres
7. Amount of fee enclosed $ 19,500.00
S. Has an erosion and sedimentation control plan been filed? Yes X No Enclosed
9. Person to contact should sediment control issues arise during land -disturbing activity
Name Brian Vitek Telephone [phone]
10. Landowners(s) of Record (Use blank page to list additional owners)
Name (s) The Eastern Band of Cherokee Indians
Current Mailing Address P.O. Box 455, Cherokee NC 28719
Current Street Address 88 Council House Loop, Cherokee NC 28719
Part B
1. Person(s) or firm(s) who are financially responsible for this land=disturbing activityU
Landscapes Unlimited of Nebraska. LLC
Name
1201 Aries Drive
Mailing Address
Lincoln NE 68512
City State Zip Code
[phone]
Telephone
same
Street Address
City State Zip Code
same
Telephone

2. (a) If the Financially Responsible Party is not a resident of North Carolina, please give
name and street address of a North Carolina Agent.
Annette Tarnawsky
Name
88 Council House Loop, P.O. Box 455
Mailing Address Street Address
Cherokee NC 28719
City State Zip Code City State Zip Code
(b) If the Financial Responsible Party is a Partnership or other person engaging in
business under an assumed name, attach a copy of the certificate of assumed name.
If the Financial Responsible Party is a Corporation, give name and street address of
the Registered Agent.
Naive of Registered Agent
Mailing Address Street Address
City State Zip Code City State Zip Code
Telephone Telephone
The above information is true and correct to the best of my knowledge and belief and was provided by me under
oath. (This form must be signed by financially responsible person if an individual or his attorney -in -fact or if
not an individual by an officer, director, partner, or registered agent with authority to execute instruments
for the financially responsible person). I agree to provide corrected information should there be any changes in
the information provided herein.
Michael Surls
Assistant Manager
Type or Print Name Title or Authority
7�LL1 ,4 111-7 J b-7
Signature Date
I, ! /, f A Notary Public of the County of [ �%� S7—�✓�
State ofAFery j 01q& hereby certify that y I! l G r ae t o f-�s appeared
personally before me this day and being duly sworn acknowledged that the above form was executed by Him/Her.
r
Witness my hand and notarial seal, this
GENERAL NOTARY • State of Nebraska
,IUDY TERwILLIGER
My Comm. Exp, April 20, 2009

c sW( CO
Jackson County
Erosion Control
401 Grindstaff Cove Road Suite 254
Sylva, NC 28779 Phone [phone]
Fax: [phone]
NOTICE OF VIOLATION OF THE
SEDIMENTATION POLLUTION CONTROL ACT
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
February 2, 2010
M
Sequoyah National Golf Course Project: 07-164
c/o Sequoyah National Golf Club, LLC
PO Box 336
Cherokee, NC 28719
�.�C�# ianee Dat_e'. M--8A 10�
Dear: Sirs
On 1-26-2010 personnel of this office inspected your project located on Crook Creek,
Gateway - Jackson County, North Carolina. This inspection was performed to determine
compliance with the North Carolina Sedimentation Pollution Control Act of 1973.
It is our understanding that you and/or your firm are responsible for this land -disturbing
activity. The purpose of this letter is to inform you that this activity was found to be in
violation of the Act and the Jackson County Sediment Control Ordinance. If you feel that
you are not responsible for the following violations, please notify this office immediately.
The violations that were found are:
A. Failure to file an acceptable erosion and sedimentation control plan with this
office at least 30 days prior to beginning a land -disturbing activity on a tract
comprising more than one half acre, when more than one half acre is to be
uncovered; failure to secure this office's prior approval of the plan for any
land -disturbing prior to beginning the land -disturbing activity. Jackson
County Sediment Ordinance -Article 400-Section 401(A)(B).
An acceptable erosion and sedimentation control plan must be filed with and
approved by this office and implemented on the site sufficient to prevent off -
site sedimentation. Until the required plan has been approved, temporary

measures must be provided immediately to control erosion and prevent
sedimentation damage. Any additional land -disturbing activities conducted
without an approved erosion and sedimentation control plan will constitute
additional violations of the Act. We will notify you following our review of
the plan if additional measures are required.
Failure to conduct a land -disturbing activity in accordance with the
provisions of an acceptable erosion and sedimentation control plan. Jackson
County Sediment Ordinance -Article 1300-Section 1301(A).
C. Failure to file an acceptable revised plan after being notified of the need to do
so. Jackson County Sediment. Ordinance -Article 400-Section 40l(C).
Failure on a tract of more than one half acre, when more than one half acre is
uncovered, to provide ground cover sufficient to restrain erosion on such
exposed areas within 10 calendar days, after completion of any phase of
construction or grading. Article 800: Section 801 (2)
E. Failure on a tract of more than one half acre, when more than one half acre is
uncovered in a HQW Zone, to provide a permanent ground cover sufficient
to restrain erosion on such exposed areas within 15 working days or 60
calendar days, whichever is the shorter, after completion of construction or
development. Jackson County Sediment Ordinance -Article 900-Section
901(B)(5). Over 15 working days[60 calendar days] have passed and a
ground cover sufficient to restrain erosion has not been established.
Failure on a tract of more than one half acre, when more than one half acre is
uncovered, to install sedimentation and erosion control devices sufficient to
retain the sediment generated by the land -disturbing activity within the
boundaries of the tract during construction upon and development of the
tract. Jackson County Sediment Ordinance -Article 800-Section 801(3).
[No] [Insufficient] sedimentation and erosion control devices or structures
have been installed to retain sediment within the boundaries of the tract under
development.
G: Failure to take all reasonable measures to protect all public and private
property from damage by such land -disturbing activities. Jackson County
Sediment Control Ordinance -Article 600-Section 601. Offsite damage has
occurred due to sediment washing [into [stream] [creek] [and/or] onto property,
owned by others.
,&wvX_' M- Failure to retain along a lake or natural watercourse a buffer zone of
sufficient width to confine visible siltation by natural or artificial means
within the 25 percent of that portion of the buffer zone nearest the land -
disturbing activity. Jackson County Sediment Control Ordinance -Article
800-Section 801(A)(1)(a). Sediment from the site has entered a [stream]
[creek] [traversing] [adjoining] the site.

I. Failure to provide along trout waters an undisturbed buffer zone 25 feet wide
or of sufficient width to confine visible siltation by natural or artificial means
within the 25 percent of that portion of the buffer zone nearest the land -
disturbing activity, whichever is the greater width. Jackson County Sediment
Control Ordinance -Article 800-Section 801(A)(1)(a)(c). [No buffer zone]
[An insufficient buffer zone] [A buffer zone of less than 25 feet] was
provided along an un-named tributary of Scotts Creek, Class C Trout.
rX J Failure to maintain on graded slopes and fills an angle which can be retained
by vegetative cover or other adequate erosion control devices or structures.
Jackson County Sediment Control Ordinance -Article 800-Section 801(A)(2).
[A] Cut [and/or] fill slope[s] on the site are too steep to be stabilized.
K. Failure within 10 calendar days of completion of any phase of grading to
plant or otherwise provide exposed, graded slopes or fills with ground cover,
devices, or structures sufficient to restrain erosion. Jackson County Sediment
Control Ordinance -Article 800-Section 801(2). No [ground cover] or [erosion
control devices] or [structures] have been provided [sufficient] to restrain
erosion on site.
7;L Failure to maintain satisfactorily all temporary and permanent erosion and
sedimentation control measures during the development of a site. Jackson
County Sediment Control Ordinance -Article 1100-Section 1101.
[Permanent] [And/or] [Temporary] erosion control measures and facilities
have not been adequately maintained and are not functioning as intended.
The penalty for an initial violation could be an assessment of up to $5000. A time period
for compliance is not required for enforcement of this violation pursuant to Jackson County
Sediment Control Ordinance-Articlel400-Section 1401(A)(a).
Please be advised that if you fail to respond to this, that action could be the assessment of
a civil penalty, and the amount may be up to $5000 per day for each day of the violation,
Jackson County Sediment Control Ordinance -Article 1400-Section 1401(A)(1)(a). The
penalty may be assessed from the date of your receipt of this Notice of Violation. If the
violations are corrected within the time period specified for compliance, no further legal
action will be pursued. Compliance Date: 3-8-2010
Please be advised that any new land -disturbing activity associated with this project
should not begin until the area presently disturbed is brought into compliance with the Act.
When corrective actions are complete, you should notify this office so that work can be
inspected. You should not assume that the property is in compliance with the Act until we
have notified you. After installation, all erosion control measures must be maintained in
proper working order until the site is completely stabilized.

We solicit your cooperation, and would like to avoid taking further enforcement action.
At the same time, it is your responsibility to understand and comply with the requirements of
the Act. Copies of the relevant statute and administrative rules may be examined at this
office or will be sent to you upon request. Should you have any questions concerning this
notice or the requirements of the Act, please contact me at your earliest convenience.
Robert Shelton
Land Development Compliance Field Officer
Enclosures: Copy of Ordinance
Inspection
Attachments
Cc: Linda Cable
NCDENR - DWQ and Land Quality; US Army Corps of Engineers

JACKSON COUNTY EROSION CONTROL
401 Grindstaff Cove Road, Suite 254
Sylva, N.C..28779
Phone: [phone] Fax: [phone]
SEDIMENTATION INSPECTION REPORT
Project: Sequoyah National Golf Course
Project #: 07-164
Person Financially Responsible: Se uo ah National Golf Club, LLC
Address: PO Box 336 Cherokee, NC 28719
1.
Project Location: Gateway
Pictures: Yes: X No: Prints: Slides: Digital: X Video:
2.
Weather and Soil Conditions: Cloudy/ Dam
3.
Is the site currently under notice of violation? Yes: I No: X
4.
Is the site in compliance with the S.P.C.A. and the rules? Yes: No: X If no, check
violations below:
5.
a) No approved lan, G.S. 113A-57(4) and 15A NCAC 4B.0I07(c)
l
c). Failure to submitrevised lan, G.S.113A-54.1(b) and 15A NCAC 4B:0118(a)
Iff
k Other describe
6.
NPDES. Permit Violation? Yes: X No: Unknown:
7.
Has sedimentation damage occurred since last inspection? Yes: X No: First Inspection:
If yes, mark all that apply:
Lake/natural watercourse on the tract: X Lake/natural watercourse off tract: X
Other property: X
Description: Un-named tributaries of Crooked Creek.
Degree of damage: Slight: Moderate: Severe: X
8.
Contact made with (name): Jeremy Boone Title: Maintenance
Inspection report given: or sent: X to person financially responsible.
Dategiven/sent: 2-1-2010
9.
j, aintain existing erosion control measures. Implement erosion control
measures to retain sediment on site and out of streams. Place exposed areas under ground cover. -
Submit revised plan outlining stabilization of severe erosion at the bottom of the driving range and of
the slope failure on the north east side of 1118".
10.
evised plan is required for any diversions from original submission. Mitigation of
off -site and in stream sedimentation is required and will need to be permitted by federal, state and
local agencies.
Report By: Robert Shelton Others resent: Doug Shultz, Sidney
Date of Inspection: 1-26-2010 Time of Inspection: 2:00
Attachments: Photos
Cc; Linda Cable, US Army Corps of Engineers, NCDENR-Division of Water Quality

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JACKSON COUNTY EROSION CONTROL
401 Grindstaff Cove Road, Suite 254
Sylva, N.C. 28779
Phone: [phone] Fax: [phone]
SEDIMENTATION INSPECTION REPORT
Project: Sequoyah National Golf Course
Project #: 07-164
Person Financially Responsible: Se uo ah. National Golf Club, LLC
Address: PO Box 336 Cherokee, NC 28719
1.
Project Location: Gateway
Pictures: Yes: X No: Prints: Slides: Di ital: X Video:
2.
Weather and Soil Conditions: Cloudy/ Dam
3.
Is the site currently under notice of violation? Yes: No: X
4.
Is the site in compliance with the S.P.C.A. and the rules? Yes: No: X If no, check
violations below:
5.
a) No approved lan, G.S: 113A-57(4) and 15A NCAC 4B.0107(c)
c): Failure to submit:revised Ian; G.S.113A-54.1(b) and 15A-NCAC 4BA1:18(a)
o
'k Other describe
6.
NPDES. Permit Violation? Yes: X No: Unknown::
7.
Has sedimentation damage occurred since last inspection?. Yes: X 'No: First Inspection:
If yes, mark all that apply-
Lake/natural watercourse on the tract: X Lake/natural watercourse off tract: X
Other property: X
Description: Un-named tributaries of Crooked Creek.
Degree of damage: Slight: Moderate:. Severe: X
8.
Contact made with. (name): Jeremy Boone Title: Maintenance
Inspection report given: or sent: X to person_ financially responsible.
Date iven/sent: 2-1-2010
9.
aintain existing erosion control measures. Implement erosion control.
measures -to retain sediment on site and out of streams. Place exposed areas under ground cover.
Submit revised plan outlining stabilization of severe erosion at the bottom of the driving range and of
the slope failure on the north east side of 1118".
10.
evised plan is required for any diversions from original'submis-sion. Mitigation of
off -site and in stream sedimentation is required and will need to be permitted by federal, state and
local agencies.
Report By:. Robert Shelton Others resent: Doug Shultz Sidney
Date.of Inspection: 1-26-2010.. Time:of Inspection: 2:00
Attachments: Photos "^` '� ' 8',:r ' ' •`;" `•'- ,
Cc; -Linda Cable, US Army Corps of Engineers, NCDENR=Division of Water-Quali •,,,, m,�._••- y: r;
e .
ti. .
r

NC DENR - DIVISON OF WATER
QUALITY
o
2B .0300
.0303 LITTLE TENNESSEE RIVER BASIN
Class
Name of Stream
Description
Class
Date
Index No.
Nations Creek
From source
to
Tuckasegee
C
07/01/61
2-79-47
River
Joe Branch
From source
to
Nations Creek
C
07/01/61
2-79-47-1
Bumgarner Branch
From source
to
Tuckasegee
C
04/01/71
2-79-48
River
Rocky Branch
From source
to
Bumgarner
C
07/01/61
2-79-48-1
Branch .
Camp Creek
From source
to
Tuckasegee
C
07/01/61
2-79-49
River
Beck Branch
From source
to
Camp Creek
C
07/01/61
2-79-49-1
Crooked Creek'
From source
to
Tuckasegee
C
07/01/61
•2-79-50
River
Lewis Creek
From source
to
Tuckasegee
C
07/01/61
2-79-51
River
Conley Creek (Connelly
From source
to
Tuckasegee
C;Tr
07/01/73
2-79-52
Creek)
River
Grassy Branch
From source
to
Conley Creek
C
07/01/61
2-79-52-1
Slipoff Branch
From source
to
Conely Creek
C
07/01/61
2-79-52-2
Camp Branch
From source
to
Conley Creek
C
07/01/61
2-79-52-3
Chestnut Cove Creek
From source
to
Conely Creek
C
07/01/61
2-79-52-4
Deep Gap Branch
From source
to
Chestnut
C
07/01/61
2-79-52-4-1
Cove Creek
Wesser Creek
From source
to
Conley Creek
C;Tr
08/01/00
2-79-52-5
Williams Branch
From source
to
Right Fork
C
07/01/61
2-79-52-5-2
Conely Creek
Improvement Creek
From source
to
Right Fork
C
07/01/61
2-79-52-5-3
Conley Cr.
Moore Branch
From source
to
Conley Creek
C
07/01/61
2-79-52-6
Tuc-a-way Lake
Entire Lake
and connecting
C
07/01/61
2-79-53
stream to Tuckasegee River
Fishtrap Branch
From source
to
Tuckasegee
C
07/01/61
2-79-54
River
Oconaluftee River
From source
to
Collins Creek
C;Tr,HQW
08/01/90
2-79-55-(1)
Beech Flats Prong
From source
to
Oconaluftee
C;Tr,HQW
08/01/90
2-79-55-2
River
Mine Branch
From source
to
Beech Flats
C;Tr,HQW
08/01/90
2-79-55-2-1
Prong
Minnie Ball Branch
From source
to
Beech Flats
C;Tr,HQW
08/01/90
2-79-55-2-2
Prong
Peruvian Branch
From source
to
Beech Flats
C;Tr,HQW
08/01/90
2-79-55-2-3
Prong
Aden Branch
From source
to
Beech Flats
C;Tr,HQW
08/01/90
2-79-55-2-4
Prong
Huskey Creek
From source
to
Beech Flats
C;Tr,HQW
08/01/90
2-79-55-2-5
Prong
Jack Bradley Branch
From source
to
Beech Flats
C;Tr,HQW
08/01/90
2-79-55-2-6
Prong
1
Page 26 of 54
2010-02-20 07:21:32

L - tit/�j �- � L t I�i�- .
�' �� ��

North
/Beverly Eaves Perdue
Governor
August 18, 2009
NCDENR
Carolina Department of Environment and Natural Resources
Mitchell Hicks, Chief
Eastern Band of Cherokee Indians
P.O. Box 455
Cherokee, NC 28719
Division of Water Quality
Coleen H. Sullins
Director
SUBJECT: Sediment Removal/Closure of Violation
Sequoyah National Golf Course
Jackson County
Dear Chief Hicks:
I L E COPY
Dee Freeman
Secretary
I performed a site visit at Sequoyah National Golf Course with Jason Morrell from Wetland &
Ecological Consultants, Inc. and Doug Swartz with Landscapes Unlimited, LLC on August 11,
2009. The site visit was conducted to review the sediment that was removed from the two
tributaries to Crooked Creek and to review the bank stabilization areas along Crooked Creek.
The sediment removal and the bank stabilization, along with the final report submitted by Wetland
& Ecological Consultants, Inc., have satisfactorily resolved the outstanding water quality issues at
the golf course and the Division shall consider this matter closed.
This letter in no way precludes the Division from taking action on this or any other future water
quality violation. Should you have any questions regarding these matters, please contact me at
[phone].
Sincerely,
usan A. Wilson, Environmental Engineer
Surface Water Protection
BIZ®�F�l�o�;vs
Wetland & Ecological Consultants, Inc./Jason Morrell (e-copy)
3225 South Cherokee Lane, Bldg. 800, Woodstock, GA 30188
Doug Swartz, General Superintendent, Landscapes Unlimited, LLC (e-copy)
Robbie Shelton, Jackson County Erosion Control (e-copy)
G:\WPDATA\DEMWQVackson\Stormwater Construction NCGO1\Sequoyah Natl Golf Course\Sequoyah SedimentRemoval closure 8 2009.doc
SURFACE WATER PROTECTION SECTION —ASHEVILLE REGIONAL OFFICE
Location: 2090 U.S. Highway 70, Swannanoa, North Carolina 28778
Phone: [phone]\ FAX: [phone] \ Customer Service: 1-877-623-6748
Internet: www.ncvvaterquality.org
An Equal Opportunity lAffirmative Action Employer
NorthCarolina

Wilson, Susan A
From: Jason E. Morrell [e-mail]]
Sent: Thursday, July 30, 2009 1:49 PM
To: Wilson, Susan A
Cc: [e-mail]
Subject: Sequoyah National Site Meeting
Attachments: Sequoyah National.kml
Susan,
The attached Google Earth file depicts the golf course property boundary. The clubhouse can be accessed from Cahons
Road located west of Hwy 441 and north of Hwy 74. As discussed, we will meet at 11 am on August 11 for inspectio of -
the sediment removal and bank stabilization areas. Doug Swartz with Landscapes Unlimited will also participate in the
meeting. Please let me know if you have any trouble viewing the file and I'll provide more detailed directions.
Thanks,
Jason E. Morrell, C.E.
Senior Ecologist
Wetland & Ecological Consultants, LLC
3225 South Cherokee Lane, Bldg. 800
Woodstock, GA 3oi88
Ph. 770-591-9990
Fax [phone]
Cell 770-880-3705
jemorrellPwet-ecoxom
GtL

WETLAND & ECOLOGICAL CONSULTANTS, LLC _ ...
July 24, 2009
Ms. Susan A. Wilson
North Carolina Department of Environment & Natural Resources
Division of Water Quality — Surface Water Protection
Asheville Regional Office
2090 U.S. Highway 70
Swannanoa, NC 28778
FJ
E�v E 2 7 2009
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
Subject: Sediment Removal & Streambank Stabilization Final Report
Sequoyah National Golf Course
Jackson County, North Carolina
WEC Project No. 02-1124o6
Dear Ms. Wilson,
On behalf of Landscapes Unlimited (Li), Wetland & Ecological Consultants, LLC (WEC)
is pleased to provide this final report documenting implementation of sediment removal
and streambank stabilization actions on the above referenced project site. On -site
restoration work has been completed in accordance with the Sediment Removal &
Streambank Stabilization Plan (Plan) prepared by WEC and approved by the North
Carolina Department of Environment and Natural Resources, Division of Water Quality
(DWQ) by letter dated June 26, 2009. WEC personnel monitored sediment removal and
streambank stabilization actions to ensure restoration work was conducted in
accordance with the Plan.
Overview of Restoration Work
Sediment Removal
Accumulated sediment was removed from two tributaries to Crooked Creek (Tributary i
and 2, Figure i) during the period of July 7-15, 2009. Sediment was removed from the
subject streams by LU personnel using hand shovels and buckets (Photograph No. 1).
Prior to sediment removal coconut fiber (i.e., coir) logs were installed downstream of the
sediment removal areas (Photograph Nos. 2 and 3) to prevent, further release of
sediment during removal activities. Sediment removal was limited to the subject stream
3225 South Cherokee Lane Phone: [phone]
Bldg.800 Fax: [phone]
Woodstock, Georgia 30188 www.wet-eco.com

Sediment Removal &Streambank Stabilization Final Report July 24, 2009
Sequoyah National Golf Course WEC Project No. 02-1124o6
channels and vegetated deposition bars were preserved per DWQ guidance. In addition,
all efforts were made to preserve coarse substrate (i.e., coarse sand and gravel), while
removing fine sand and silt deposits. Removed sediment was transported from the
subject streams to an upland disposal location (Figure i) using a tractor pulled trailer
(Photograph No. 4) and utility vehicle (Photograph No. 5). Sediment was deposited at
the disposal location (Photograph No. 6), allowed to dewater, and will be spread and
seeded with native grass species upon completion of golf course construction. Silt fence
was installed down slope of the sediment disposal location to prevent escape of deposited
sediment.
Streambank Stabilization
Streambank stabilization was completed at five locations along the downstream left bank
of Crooked Creek on -site (Streambank Erosion Areas 2-4, 6 and 8, Figure 1) on July 13
and 14, 2009. Bank stabilization was completed using excavators operated by LU
personnel (Photograph No. 7) and consisted of grading portions of the streambank that
had eroded from stormwater runoff during project construction. As detailed in the Plan,
streambank erosion areas were located at golf course stormwater drainage outlets (i.e.
Areas 3 and 4) and at upland drainages on the golf course. During project construction
temporary sediment catchment basins were installed at these locations to capture
sediment from stormwater runoff. Streambank erosion occurred below these catchment
basins and consisted of vertical bank erosion. Prior to stabilization, the areas consisted
of vertical erosional channels containing riprap.
Prior to grading each eroded bank segment, silt fence and riprap were removed from the
Streambank and accumulated sediment was removed from catch basins (Photograph No.
8). Catch basin berms were removed (Photograph No. 9) to maintain the existing grade
of adjacent, undisturbed streambanks and allow for sheet flow of stormwater runoff
across the streambank. Dirt removed from catch basin berms was used to fill eroded
portions of the streambank. In areas with large catch basins and severe bank erosion
(i.e., Areas 3 and 8, Figure 1), fill dirt was brought in from other portions of the project
site for bank stabilization. Additionally, boulders were installed at Area 3 (Photograph
No. 1o) due to the close proximity of a pre-existing stream culvert to the eroded
streambank. The proximity of the culvert prevented grading the streambank to a stable
2

Sediment Removal & Streambank Stabilization Final Report July 24, 2oog
Sequoyah National Golf Course WEC Project No. o2-1124o6
slope; therefore, boulders were installed at the base of the eroded channel and fill dirt
was placed above the stone.
Stormwater drainage pipes present at Streambank Erosion Areas 3 and 4 were preserved
in place. At Area 3, riprap outlet protection was not removed as the storm drain outlet
did not require grading, where as at Area 4, riprap was removed from the storm drain
outlet during grading and returned upon completion of bank stabilization.
At each streambank stabilization area graded slopes were compacted with the excavator
upon completion of cut and/or fill actions. Fescue (Festuca sp.) grass seed was then
spread on the graded streambank and coir blankets were installed (Photograph No. i1) to
stabilize the exposed slope. Live stakes of black willow (Salix nigra) and/or silky
dogwood (Cornus amomum), both presently growing along Crooked Creek, will be
installed on stabilized streambank segments during the upcoming dormant season
(January -March 2010) to stimulate colonization of deep-rooted streambank vegetation.
Post-Removal/Restoration Assessment
Sediment Removal
Sediment removal actions on -site restored pre-existing stream hydrology to the two
tributaries which had been altered by increased sediment loadings from golf course
construction. Hydrologic restoration improved available habitat for aquatic organisms
by increasing pool capacity and overall water levels through out the streams. Sediment
removal also exposed coarse substrate (i.e., coarse sand, gravel, and cobble) that had
been covered by deposited sediment restoring additional aquatic habitat. Sediment
removal also is anticipated to reduce stream turbidity as less sediment will be released
and/or resuspended from the stream channel during storm events. Photograph Nos. 12-
3o depict the sediment sample locations included in the Plan following the completion of
sediment removal. In addition, Photograph No. 6 depicts the sediment spoil area and
erosion control measures installed at the disposal location.
3

Sediment Removal &Streambank Stabilization Final Report
Sequoyah National Golf Course
Streambank Stabilization
July 24, 2oog
WECProjectNo. o2-n24o6
Stabilization of severely eroded portions of the bank of Crooked Creek as described
above will reduce sedimentation of Crooked Creek from further bank erosion during
storm events and allow the streambank to vegetatively recover. Catch basin removal will
restore preexisting bank elevations that are consistent with adjacent banks and promote
sheet flow of stormwater runoff from the adjacent golf course. Also, the removal of
accumulated sediment from catch basins will prevent the potential release of sediments
into the stream from storm events. Removal of riprap from the streambank and
subsequent seeding and live staking will provide long-term bank stabilization, as well as
stream shading and sediment filtration. Photograph Nos. 31-35 depict the streambank
segments upon completion of stabilization actions.
Conclusion
This report documents implementation of sediment removal and streambank
stabilization actions on the Sequoyah National Golf Course as proposed in the DWQ
approved plan for the project site. Additional actions to be taken in accordance with the
Plan include live stake installation which will be completed during January -March 2010
and stabilization of sediment spoil which will be done upon completion of golf course
construction. On behalf of LU, WEC respectfully request DWQ written concurrence that
the approved sediment removal and streambank stabilization plans have been
successfully implemented. If you have any questions regarding this final report please
contact the undersigned at (77o) 591-9990.
Sincerely,
WETLAND & ECOLOGICAL CONSULTANTS, LLC
Jason E. Morrell, C.E. Richard W. s teside, Ph.D., C.W.B., C.S.E.
Senior Ecologist
Enclosures: Figure 1— Project Site Map
Photograph Nos. 1-35
Managing Member
cc: Mr. Jack Morgan, Landscapes Unlimited
Mr. Doug Swartz, Landscapes Unlimited
4

LEGEND
Manmade Lake
Intermittent Stream
Perennial Stream
Cartpath
Property Boundary
111 Clubhouse
Bunker
Tees
Green
Fairway
Wetlands
Streambank Erosion Area
Sediment Disposal Location
1:9,000
Base Map Source: Sequoyah National Golf Course Layout provided by Landscapes Unlimited, LLC
Sequoyah National Golf Course
WETLAND & ECOLOGICAL
CONSULTANTS, LLC
Woodstock, Georgia
Figure i
Project Site Map
Jackson County, North Carolina
WEC Project No. o2-112406

Sediment Removal & Streambank Stabilization Final Report
Sequoyah National Golf Course
Photographs taken May 20 - July 16, 2009
WECProjectNo. 02-11206
Photograph No. 1: View of sediment being removed from Tributary 2 using a hand shovel
and bucket.
Photograph No. 2: View of a coir log installed in the wetland area downstream of Tributary
1.

Sediment Removal & Streambank Stabilization Final Report
Sequoyah National Golf Course
Photographs taken May 20 - July 16, 2009
WECProjectNo. 02-112406
Photograph No. 3: View of a coir log installed in Tributary 2 just upstream of its
confluence with Crooked Creek
Photograph No. 4 View of the tractor and dump trailer used to transport sediment
removed from the subject streams to the on -site disposal area.

Sediment Removal & Streambank Stabilization Final Report Photographs taken May 20 - July 16, 2oog
Sequoyah National Golf Course 14EC Project No. o2-1124o6

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Sediment Removal &Streambank Stabilization Final Report
Sequoyah National Golf. Course
Photographs taken May 20 -July 16, 2009
WECProjectNo. o2-1124o6
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Photograph No. 16: View of Sample Station No. 5 on Tributary 1 upon completion of
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Sediment Removal & Streambank Stabilization Final Report
Sequoyah National Golf Course
Photographs taken May 20 - July .16, 2009
WEC Project No. 02-112406
Photograph No. 33: View of Streambank Erosion Area 4 upon completion of bank
stabilization.
Photograph No. 34: View of Streambank Erosion Area 6 upon completion of bank
stabilization.

Sediment Removal & Streambank Stabilization Final Report
Sequoyah National Golf Course
Photographs taken May 20 - July 16, 2009
WEC Project No. 02-112406
Photograph No. 35: View of Streambank Erosion Area 8 upon completion of bank
stabilization.

/ ALE
A
,�. r
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Governor
June 26, 2009
Mitchell Hicks, Chief
Eastern Band of Cherokee Indians
P.O. Box 455
Cherokee, NC 28719
Coleen H. Sullins
Director
SUBJECT: Sediment Removal Plan Approval
Sequoyah National Golf Course
Jackson County
Dear Chief Hicks:
Dee Freeman
Secretary
The Division of Water Quality has received correspondence from Wetland & Ecological
Consultants, Inc., dated June 10, 2009, in response to the on -site inspection conducted by the
Division of Water Quality May 7, 2009. The proposal includes the removal of sediment from the
unnamed tributaries to Crooked Creels and bank stabilization along Crooked Creek.
The report was well written and the areas of impact were well documented. The remedial actions
presented in the response have been found satisfactory and are approved. The Division does offer
the following comments and suggestions:
Upon removal of the sediment fencing along Crooked Creek, please consider the use of live
stakes in this area.
With regard to live stakes, please determine an appropriate density (2 x 2 feet spacing or as
recommended in the Stream Restoration Guidance.).
The streambank stabilization verification should continue, at minimum, one year after the
live stakes are planted to ensure that the stated actions perform properly.
Activities involved in this approved plan, as well as submittal of the final report upon removal of
sediment, are to be completed within thirty (30) days of this approval letter.
Sins rely,
Susan A. Wilson, Environmental Engineer
Surface Water Protection
Wetland & Ecological Consultants, Inc./Jason Morrell
3225 South Cherokee Lane, Bldg. 800, Woodstock, GA 30188
G:\WPDA'I'A\DEMWQ\.Iackson\StonTiwater Construction NCGOI\Sequoyah Nad Goll'Course\Sequoyah SedimentRemovalAPPROVE 6 2009.doe
SURFACE WATER PROTECTION SECTION — ASHEVILLE REGIONAL OFFICE One
Location: 2090 U.S. Highway 70, Swannanoa, North Carolina 28778 NorthCarolina
Phone: [phone]\ FAX: [phone] \ Customer Service: 1-877.623-6748 Jfj ���'/Na l//�
Internet: www.ncwaterquality.org N �/ K/
An Equal Opportunity \ Affirmative Action Employer

WETLAND & ECOLOGICAL CO.
June 10, 2009
Ms. Susan A. Wilson
North Carolina Department of Environment & Natural Resources
Division of Water Quality — Surface Water Protection
Asheville Regional Office
2090 U.S. Highway 70
Swannanoa, NC 28778
E C E VE
.s
JUN l 1 2009
WATER QUALITY SECTION
} ASHEVILLE REGIONAL OFFICE
Subject: Sediment Removal & Streambank Stabilization Plan
Sequoyah National Golf Course
Jackson County, North Carolina
WEC Project No. 02-1124o6
Dear Ms. Wilson,
As requested during the May 7, 20o9 North Carolina Division of Water Quality (DWQ)
inspection of the above referenced project site, Wetland & Ecological Consultants (WEC)
is pleased to provide this sediment removal and streambank stabilization plan for DWQ
review and approval.
Introduction/Overview
The subject site is approximately 28o acres in size and is located west of U.S. Highway
441 and south of Shoal Creek Road (Figure 1). On April 14, 2009 Jackson County
personnel conducted a sedimentation inspection and noted erosion control violations
associated with ongoing golf course construction. On May 7, 2009, WEC and
Landscapes Unlimited personnel met with representatives of Jackson County and DWQ
for inspection of the project site. During this site meeting, DWQ personnel noted
erosional damage to the bank of Crooked Creek at golf course storm drain outlets, as well
as sedimentation of two perennial tributaries to Crooked Creek and a linear wetland
associated with one of the tributaries on -site. In response to the observed erosion and
sedimentation violations, an assessment of the extent of sedimentation to the
aforementioned tributaries and submittal of a streambank stabilization and sediment
removal plan was requested for DWQ approval prior to commencement of corrective
actions.
3225 South Cherokee Lane Phone: [phone]
Bldg.800 Fax: [phone]
Woodstock, Georgia 3o188 www.wet-eco.com

SedimentRemoual &Streambank Stabilization Plan June 10, 2009
Sequoyah National Golf Course TIECProjectNo. o2-1i2¢o6
Stream Description/Impact Summary
Sediment Removal Segments
The two perennial tributaries in which sediment was observed during the May 7, 2009
site inspection are located in western portion of the subject properly. Both streams
originate on -site and flow southwest to converge with Crooked Creek at the property
boundary. The first tributary, Tributary i, is approximately 866 linear feet in length with
an average width of approximately 3.9 feet (Table 1). Tributary i flows into a linear
wetland area approximately 424 linear feet in length with an average width of
approximately 14.7 feet (Table 1) that abuts Crooked Creek (Figure 2). As observed
during the aforementioned site inspection, sedimentation of the wetland area also has
occurred. The second tributary, Tributary 2, is approximately 1,175 linear feet in length
with an average bankfull width of approximately 3.8 feet (Table 1).
On May 19 and 20, 2009 WEC personnel completed a field assessment of the two
tributaries and linear wetland to determine the extent of sedimentation to these waters.
Stream and wetland sediments were sampled at loo-linear foot increments beginning at
the convergence of each subject stream/wetland and Crooked Creek and continuing
upstream until recently deposited sediment was no longer observed. Each sample
station was photographed (Photograph Nos. 1-23) and flagged with blue and white
striped survey tape. A soil probe was inserted into stream substrate until refusal and
removed for inspection, with depth and color of recently deposited sediments recorded
at each sample location (Table 1). Sediment sample locations were surveyed using a
Trimble® Pathfinder® Pro XRS global positioning system (GPS) receiver that achieves
sub -meter accuracy and are depicted on Figures 3 and 4.
Recently deposited sediment was identified by color and texture, as these sediments
exhibit a reddish -orange chroma and sand texture that is less coarse than the
predominant and naturally occurring gravel and cobble substrate observed within the
subject streams. In addition, the chroma of recently deposited sediment was brighter
than that of underlying hydric soils within the linear wetland area and portions of
Tributary 2 (Photograph No. 24). Based on site observations, recently deposited
2

Sediment Removal &Streambank Stabilization Plan June 10, 2009
Sequoyah National Golf Course WECProjeetNo. 02112¢06
sediment in the streams and wetland appears to have resulted from the release of
sediment from graded slopes on the golf course from storm events during golf course
construction.
Based on the length, average width, and average depth of recently deposited sediment
within of each tributary, Tributary i and 2 are estimated to contain approximately 26.5
and 161.7 cubic yards of sediment, respectively (Table i). In addition, the linear wetland
area is estimated to contain 73.9 cubic yards of recently deposited sediment. The
removal of sediment from the wetland area is not recommended as herbaceous wetland
vegetation has begun to colonize the area (Photograph Nos. 1 and 2) and sediment
removal would require removal of existing vegetation.
Streambank Stabilization Areas
As stated above, erosion was observed on portions of the downstream left bank of
Crooked Creek at golf course storm drainage pipe outlets during the May 7, 2009 site
inspection. On May 20, 2009 WEC personnel conducted an inspection of Crooked Creek
streambanks abutting the golf course. The field inspection consisted of characterization
of erosional areas including proximity to the adjacent golf course, ordinary high water
mark location, existing streambank vegetative composition, and bank substrate type, as
well as photographic documentation of streambank erosion areas. Streambank erosion
areas located during the field inspection were surveyed using the aforementioned GPS
receiver (Figure 4).
Based on the results of the field inspection, eight erosional areas were identified along
the downstream left bank of Crooked Creek (Photograph Nos. 25-32, Figure 4). A
majority of the erosional areas are located below the outlet of corrugated plastic pipes
that discharge stormwater from the golf course and consist of vertical bank erosion. The
dominant streambank soils consist, of sandy clay loam.
To provide bank erosion control, riprap has been placed below pipe outlets to prevent
erosion and is providing stability at some locations. However, at areas in which severe
erosion was observed, the riprap�does not pro 'de sufficient bank erosion control. The
dominant vegetation observed on the stream6can be described as early -mid
3

SedimentRemoual &Streambank Stabilization Plan June lo, 2009
Sequoyah National Golf Course WECProjectNo. o2-1124o6
successional in composition. Specifically, observed streambank vegetation consists of
herbaceous species including deer -tongue (Dichanthelium clandestinum), fescue grass
(Festuca sp.), and jewelweed (Impatiens capensis); shrub species including Chinese
privet (Ligustrum sinense) and silky dogwood (Corpus amomum); tree species including
black walnut (Juglans nigra) and black willow (Salix nigra); and vine species including
mulitflora rose (Rosa multiflora), blackberry (Rubus sp.), and Japanese honeysuckle
(Lonicera japonica).
Significant bank erosion was observed at Areas 3, 6, and 8 (Figure 5). At these locations
the streambank is unlikely to recover without restoration actions. In addition,
streambank stabilization is recommended at Areas 2 and 4 (Figure 5). Area 4 is
recommended due to the presence of bank erosion and the area's proximity to Area 3
which exhibits significant erosion. Areas 3 and 4 should be restored by stabilizing one
continuous segment of streambank extending the length of the two areas. Minimal bank
erosion was observed at Areas i and 5 and these locations are anticipated to recover
without restoration actions. Area 7 exhibits a moderate level of erosion, however, due to
the area's close proximity to areas of pre-existing lateral bank erosion, streambank
stabilization is not recommended, as it is anticipated to aggravate lateral bank erosion.
Plan of Action
Sediment Removal
Sediment will be removed fromithe-t o, -tui iitamesAisi.ng shovelwor-s-im larmhand tools to
preserve the underlying. steam substrate. Excavated sediment will be transported from
the subject streams by bucket or similar container for disposal. Coconut/coir logs will be
q�n�=_
installed in the subject streams downstream of sediment removal areas to trap sediment
released during removal, and prevent further sedimentation of downstream waters.
Sediment removed from the streams will be deposited at an upland location on the golf
course properly (Figure 2). The sediment will be stock piled and allowed to dry and then
spread, seeded with native grass species, and mulched for long term stabilization. Silt
fence will be installed down grade of the stock piled sediment during drying to prevent
subsequent sediment runoff and discharge to jurisdictional waters.
4

Sediment Removal &Streambank Stabilization Plan June lo, 2009
Sequoyah National Golf Course WECProjectNo. o2-1124o6
Sediment removal will be initiated upon DWQ approval of the proposed plan of action
and is anticipated to require approximately two weeks to complete. WEC personnel will
monitor laborers removing sediment from the subject streams to verify on -site work is
conducted in accordance with the DWQ-approved plan. WEC personnel delineated and
photographed the subject streams during the period of December 13-18, 2oo6 prior to
golf course construction. Pre -construction instream conditions of the two tributaries will
serve as reference conditions for sediment -removal actions.
Streambank Stabilization.
Streambank stabilization is proposed at Erosional Areas 2-4, 6, and 8 (Figure 4) on the
downstream left bank of Crooked Creek on -site. Prior to bank stabilization, golf course
storm drain pipes will be temporarily removed, and riprap installed below pipe outlets
will be permanently removed. Eroded streambanks will be stabilized by grading existing
banks to a 2:1 slope or less. Graded banks will then be secured with heavy duty,
biodegradable erosion control blanketing, such as coconut/coir fiber and seeded with
native grass species. Stormwater drainage pipe outlets will be reinstalled above the
graded slopes with a minimum amount of riprap to provide outlet protection
The banks also will be staked with black willow and silky dogwood cuttings to promote
the rapid growth of deep-rooted vegetation on the streambank. Live stakes will be
installed during the upcoming dormant season (January - March 2010) to ensure the
greatest likelihood of survival. Please note that-alLstreambank_stabilizati-own actions will
occur above the ordinary high water of Crooked Creek. Therefore, the proposed action
will not require a U.S. Army Corps of Engineers Section 404 Permit or DWQ Water
Quality Certification.
Streambank stabilization will be initiated upon completion of sediment removal
activities and is anticipated to require two weeks to complete. WEC personnel also will
monitor streambank stabilization activities to verify that on -site work is completed in
accordance with the DWQ approved plan.
5

SedimentRemoaal &Streambank Stabilization Plan
Sequoyah National Golf Course
Conclusion
June10,2009
WECProject No. o2-1124o6
On behalf of Landscapes Unlimited, WEC respectfully requests DWQ approval of the
proposed sediment removal and streambank stabilization plan for the Sequoyah
National Golf Course. Resumes for WEC personnel who prepared the plan and will
monitor sediment removal and- streambank stabilization activities are attached
(Appendix A). If you have any questions regarding the proposed plan or enclosed
information please contact the undersigned at (T70) 591-9990•
Sincerely,
WETLAND & ECOLOGICAL CONSULTANTS,, LLC
Jason E. Morrell, C.E. Richard W. Whiteside, Ph.D., C.W.B., C.S.E.
Senior Ecologist Managing Member
Enclosures: Figure i — Site Location Map
Figure 2 — Project Site Map
Figure 3 — Sediment Sample Station Map, Linear Wetland & Tributary 1
Figure 4 — Sediment Sample Station Map, Tributary 2
Figure 5 — Crooked Creek Bank Erosion Areas
Table i — Sediment Sample Data
Photograph Nos.1-32
Appendix A — WEC Personnel Resumes
cc: Mr. Jack Morgan, Landscapes Unlimited
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Sequoyah National Golf Course
WETLAND & ECOLOGICAL
Jackson County, North Carolina CONSULTANTS, LLC
Woodstock, Georgia
1:24,000
Figure i
Site Location Map
WEC Project No. 02-1124o6

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Cartpath %M Wetlands
Property Boundary ® Streambank Erosion Area
Clubhouse ® Sediment Disposal Location
Bunker
Base Map Source: Sequoyah National Golf Course Layout provided by Landscapes Unlimited, LLC
Sequoyah National Golf Course
Jackson County, North Carolina
1�-
WETLAND & ECOLOGICAL
CONSULTANTS, LLC
1:9,000
Figure 2
Project Site Map
WEC Project No. 02-1124o6

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Treeline Fairway
Cartpath 14
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\` Property Boundary
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Sequoyah National Golf Course
Sediment Sample Station Map
WETLAND & ECOLOGICAL Linear Wetland & Tributary i
Jackson County, North Carolina CONSULTANTS, LLC
Woodstock, Georgia WEC Project No. o2-ii24o6

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WETLAND &ECOLOGICAL Sediment Sample Station Map
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CONSULTANTS2
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Woodstock, Georgia WEC Project No. 02-1124o6

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Sequoyah National Golf Course
Crooked Creek
WETLAND & ECOLOGICAL
Jackson County, North Carolina CONSULTANTS, LLC Bank Erosion Areas
Woodstock, Georgia WEC Project No. o2-112406

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Sediment Removal &Streambank Stabilization Plan
Sequoyah National Golf Course
Photographs taken May 19-20, 2009
WEC Project No. 02-1124o6
Photograph No. 5: View of Sample Station No. 1 on Tributary 1 on -site.
Photograph No. 6: View of Sample Station No. 2 on Tributary 1 on -site.

Sediment Removal & Streambank Stabilization Plan
Sequoyah National Golf Course
Photographs taken May 19-20, zoog
WEC Project No. o2-1124o6
Photograph No. 7: View of Sample Station No. 3 on 'Tributary 1 on -site.
Photograph No. 8: View of Sample Station No. 4 on Tributary 1 on -site.

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Sediment Removal & Streambank Stabilization Plan
Sequoyah National Golf Course
Photographs taken May 19-20, 2009
WEC Project No. 02-1124o6
Photograph No. 21: View of Sample Station No. 9 on Tributary 2.
Photograph No. 22: View of Sample Station No.10 on Tributary 2.

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Sediment Removal & Streambank Stabilization Plan
Sequoyah National Golf Course
Photographs taken May 19-2o, 2009
WEC Project No. •o2-i12go6
Photograph No. 25: View of Erosional Area 1 on the downstream left bank of Crooked
Creek on -site.
Photograph No. 26: View of Erosional Area 2 on the downstream left bank of Crooked
Creek..

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Sediment Removal & Streambank Stabilization Plan
Sequoyah National Golf Course
Photographs taken May 19-20, 2oog
WEC Project No. 02-11206
Photograph No. 29: View of Erosional Area 5 on the downstream left bank of Crooked
Creek on -site.
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r

APPENDIX A
Wetland & Ecological Consultants Personnel Resumes

JASON E. MORRELL, C.E.
Wetland & Ecological Consultants, Senior Ecologist
EDUCATION
Graduate Studies, Oregon State University, 20o6-2007
B.S., Agriculture, University of Georgia,1999
CERTIFICATIONS
Certified Ecologist, The Ecological Society of America
Georgia Adopt -A -Stream Coordinator, Georgia Environmental Protection Division
PROFESSIONAL MEMBERSHIPS AND ASSOCIATIONS
The Ecological Society of America
CAREER SUMMARY
Mr. Morrell is a Senior Ecologist for Wetland & Ecological Consultants (WEC). Prior to
working for WEC, he was an environmental technician specializing in lake management.
Mr. Morrell has experience in wetland delineation, GPS surveying, GIS mapping, Clean
Water Act Section 404 permitting, stream/wetland mitigation design and permitting
including mitigation banks, local and state stream buffer variance applications, water
quality monitoring, fish and aquatic invertebrate sampling and identification, threatened
and endangered species surveys, lake management, stream restoration construction, and
erosion/sediment control consulting.
SUB -SPECIALTY EXPERIENCE
Streams
Mr. Morrell has conducted numerous stream evaluations throughout the southeastern
U.S. including chemical, physical, and biological assessment. He is a Certified Georgia
Adopt A -Stream Coordinator for. biological monitoring and has extensive experience in
benthic macroinvertebrate sampling and identification. Mr. Morrell also has assisted in
several population and protected species fisheries surveys, including field identification
and calculation of Georgia Department of Natural Resources biological metrics. In
addition, Mr. Morrell has experience in the design, implementation, construction, and
monitoring of stream restoration projects.
Wetlands
Mr. Morrell completed the Wetland Delineation Training offered by the Institute for
Wetland & Environmental Education & Research, Inc. (IWEER) in September of 2002.
He has conducted numerous wetland delineations in accordance with the 1987 Corps of
Engineers Wetland Delineation Manual throughout the southeastern U.S., as well as
wetland mitigation projects in Georgia. Mr. Morrell also. has experience in the design,
implementation, and monitoring of wetland mitigation projects, including mitigation
banks.

Jason E. Morrell
Page 2
Lakes
Mr. Morrell has conducted extensive lake management field operations, including water
quality monitoring, aquatic weed and algae control, erosion/sediment control consulting,
and fisheries management. His experience includes multiple water quality parameter
measurement in lakes and ponds using a wide range of techniques of instrumentation.
Fisheries
Mr. Morrell has conducted seining and electro-fishing in several streams and lakes located
across the southeastern U.S. He has experience in the identification of native fish species,
including threatened and endangered species, and has assisted in developing fisheries
management plans and the stocking of game fish and other species in private
impoundments.
Regulatory/Permitting
Mr. Morrell has experience in the preparation of Clean Water Act Section 404 permit
applications for commercial, institutional, industrial and residential developments
throughout the southeastern U.S., as well as utility lines, roads, and aquatic resource
restoration. Mr. Morrell has also prepared numerous state and local stream buffer
variance request applications in Georgia, and permitted mitigation banks through the
preparation of mitigation banking instruments.
CAREER HISTORY
2008 - present — Wetland & Ecological Consultants, Woodstock, Georgia — Senior
Ecologist
2004 - 2007 — Wetland & Ecological Consultants, Woodstock, Georgia — Project Ecologist
2002 - 2004 — Wetland & Ecological Consultants, Woodstock, Georgia — Staff Ecologist
2000 2002 — Aquascape Environmental, Woodstock, Georgia — Environmental
Technician
3/09

MATTHEW W. OTTO, C.A.E.
Wetland & Ecological Consultants, Staff Ecolo ist
EDUCATION
M.S., Biology, East Tennessee State University, 2007
B.S., Zoology, Eastern Illinois University, 2000
CERTIFICATIONS
Certified Associate Ecologist, Ecological Society of America
PROFESSIONAL MEMBERSHIPS.
The Ecological Society of America
Society of Wetland Scientists
CAREER SUMMARY
Mr. Otto is a staff ecologist for Wetland & Ecological Consultants (WEC). Prior to working for
WEC, he gained professional ecological restoration experience working for the U.S. Park Service
and Fish & Wildlife Service as well as Eastern Illinois University. He was also a graduate student
and teaching assistant at East Tennessee State University, Johnson City.
Mr. Otto has experience performing biological assessments, water quality testing, fisheries
sampling, wetland restoration, and exotic/invasive plant control. Additionally, he has experience
with plant and wildlife identification, GPS and GIS technology, and plant propagation.
SUB -SPECIALTY EXPERIENCE
Streams/Fisheries
Mr. Otto has experience with backpack electro-shocking, and seine net fish sampling in streams.
He also has experience with the chemical techniques used in the control of exotic fish species.
Additionally, he has experience with habitat assessments, geomorphologic data collection
and analysis, stream classification, and mapping using GPS and GIS technology.
Wetlands
Mr. Otto has completed a Wetland Delineation & Management Training class and has significant
experience delineating wetlands and surveying delineated boundaries with GPS. Additionally,
he has experience in the implementation and monitoring of stream and wetland mitigation
projects.
Mr. Otto has experience with wetland restoration and leading biological teams in large scale
restoration projects. He has experience in the necessary phases of restoration, including
hydrology reestablishment, exotic species control, plant propagation and installation, post project
site maintenance, and appropriate documentation.

Matthew W. Otto
Page 2
Wildlife
Mr. Otto has experience with wildlife surveys using both visual encounter and mist netting
methods. He has experience with bird banding. and the appropriate statistical data analysis. He
also has experience with habitat enhancement via prescribed burning, brush removal and
complete habitat restoration.
Botany
Mr. Otto has extensive experience in plant identification, surveying techniques and plant
systematics. He also has performed many different types of vegetation surveys, including overall
plant, shrub and tree surveys as well as focused goldenrod/aster surveys and surveys of the sedges
in the genus Carex.
Regulatory Permitting
Mr. Otto has experience assisting in preparing Clean Water Act Section 404 permitting for
industrial, commercial and residential sites.
CAREER HISTORY
November 2007 - Present —Wetland & Ecological Consultants, Woodstock, Georgia — Staff
Ecologist
April 2007 — October 2007—U.S. Park Service, Porter, Indiana — Biological Technician
August 2004 — December 2oo6—East Tennessee State University, Johnson City, Tennessee -
Graduate Assistant
April 2003 — October 2003—U.S. Park Service, Porter, Indiana — Biological Technician
May 2002 — October 2002—U.S. Park Service, Porter, Indiana — Biological Technician
April 2001 — October 2001—U.S. Fish & Wildlife Service, Marquette, Michigan — Biological
Science Aid .
May 2000 — August 2000—Eastern Illinois University, Charleston, Illinois — Research Assistant
o6/oR

A015WA
j'a
NCDENR
North Carolina Department of Environment°and Natural Resources
Division of Water Quality
Coleen H. Sullins
Beverly Eaves Perdue Director
Governor
May 20, 2009 0�
CERTIFIED MAIL
RETURN RECEIPT REOUESTED
Mitchell Hicks, Chief
Eastern Band of Cherokee Indians
Sequoyah National Golf Course
PO Box 455
Cherokee, NC 28719
SUBJECT: NOTICE OF VIOLATION and
RECOMMENDATION FOR ENFORCEMENT
Sequoyah National Golf Course
DWQ Tracking Number: NCROO1658
NOV-2009-PC-0446
Construction Stormwater Permit —NCGO 10000
Stream Standard Violation - Other Waste (In -stream sediment)
Jackson County
Response deadline: June 5, 2009 or 15 days from receipt
Chief Hicks:
Dee Freeman
Secretary
On May 7, 2009, Susan A. Wilson and Linda Wiggs from the Asheville Regional Office of the
Division of Water Quality (DWQ) conducted a site inspection for Sequoyah National Golf Course
along SR1532 in Jackson County. Also on site during the inspection were Robert Shelton, Jackson
County Erosion Control, Bill Humphrey, Construction Superintendent, Landscapes Unlimited, and
Jason E. Morrell, C.E., Senior Ecologist, Wetlands & Ecological Consultants, LLC.
Construction Stormwater Permit NCGO10000 and stream standards violations were noted during
the inspection and file review. Sediment impacts to two (2) unnamed tributaries to Crooked Creek,
each a Class C waterbody, were documented constituting permit and standard violations.
Approximately 6 inches of sediment, 1000 feet in length; were noted for both tributaries (for a total
of 2000 feet of stream impact). Additionally, four areas of bank instability along Crooked Creek
were also noted during the site inspection.
SURFACE WATER PROTECTION SECTION—ASHEVILLE REGIONAL OFFICE One
Location: 2090 U.S. Highway 70, Swannanoa, North Carolina 28778 NOrthCarollna
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748atlir�ittl, J
Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer

Eastern Band of Cherokee Indians
May 18, 2009
Page 2 of 5
As a result of the site inspection and file review, the following violations, detailed on the next
pages, were noted:
I Construction Stormwater Permit NCGO10000
a. Schedule of Compliance (Part I. Section C. No. 2)
b. Final Limitations and Controls for Stormwater Discharges (Part I. Section A.
No.2)
c. Twenty-four Hour Reporting (Part II. Section E. No.3)
II Stream Standard Violation Other Waste (In -stream sediment)
15A NCAC 02B .0211 (3)f
VIOLATIONS
I. Construction Stormwater Permit NCG010000 - A Construction Stormwater Permit
(NCGO10000) is issued upon the. approval of an Erosion and Sedimentation Control Plan
for sites greater than one acre. This permit applies to projects that receive an approved
Sediment and Erosion Control plan from Jackson County Erosion Control for disturbance
of 1 acre or greater. Specifically, the NCGO10000 Permit authorizes discharge of
stormwater under the National Pollutant Discharge Elimination System (NPDES) in
accordance with Title 15 A North Carolina Administrative Code 2H.0100.
a. Schedule of Compliance (Part I. Section C. No. 2) Failure to operate and
maintain stormwater controls to optimum efficiency as cited by Jackson County
Erosion Control's Notice of Violation dated April 23, 2009, represents a violation
of NCGO 10000 Permit.
b. Final Limitations and Controls for Stormwater Discharges (Part I. Section A.
No.2) Failure to follow Erosion Control Plan, as cited in Jackson County Erosion
Control's Notice of Violation dated April 23, 2009, represents a violation of
NCGO10000 Permit.
c. Twenty-four Hour Reporting (Part II. Section E. No.3) The lack of notification
to DWQ regarding sediment loss represents violations of NCGO10000 Permit.
II. Stream Standard Violation -Other Waste (In -stream sediment) 15A NCAC 02B .0211
(3)f - Greater than 2000 feet of two (2) unnamed tributaries to Crooked Creek, class C
waterbodies, were impacted by sediment deposition greater than six (6) inches throughout
the stream reaches, representing Water Quality Stream Standard -violation of 15A NCAC
02B .0211 (3) (f)
REQUIRED RESPONSE
This Office requests that you respond in writing within 15 days of receipt of this Notice
(approximately June 5, 2009). Your response should be sent to both the attention of Susan A
Wilson, Division of Water Quality, 2090 US HWY 70, Swannanoa, NC 28778 and Mr. John
Hennessy at the Wetlands and Stormwater Branch, NPS Assistance and Compliance Oversight

Eastern Band of Cherokee Indians
May 18, 2009
Page 3 of 5
Unit, 1617 Mail Service Center, Raleigh, NC 27699-161.7. Your response should address the
following items:
I. Construction Stormwater Permit NCG010000
a. Please detail the events that resulted in non-compliance with the above -mentioned
NCG010000 permit conditions.
b. Please explain when you anticipate being in full compliance with the NCGO10000
Permit and your Erosion and Sediment Control Plan.
c. You should include in your response an explanation of how you propose to
prevent these problems from reoccurring on this project and on future
proj ects.
II. Stream Standard - Other Waste (In -Stream Sediment)
a. Please explain when construction (excavation, grubbing, and clearing) began at the
site.
b. Please provide a map that exactly details the jurisdictional waters on the tract. This
map should indicate all of the jurisdictional waters on the tract as well as the areas
that have been impacted, both on and off site. This information must be clearly
depicted on a map that you provide as a part of this response.
c. Please submit a Sediment Removal Restoration Plan (Restoration Plan) to this
office for review and approval. The Restoration Plan must address removal of the
accumulated sediment from the two unnamed tributaries to Crooked Creek.
Additionally, four areas of bank instability along Crooked Creek were also noted
during the site inspection and should be corrected. The Restoration Plan must be
submitted to the Division of Water Quality for review and approval prior to
implementation. You are encouraged to secure an environmental consultant
experienced in stream restoration to assist you with your plan development. It is
recommended that your consultant contact Susan A. Wilson of the Asheville
Regional Office for additional guidance during restoration plan development. The
Restoration Plan should include the following:
• A narrative explaining how sediment will be removed and how impacted
jurisdictional waters will be restored.
• A proposed schedule with dates that indicate when you expect to begin and
complete the removal of sediment.
• A diagram of the stream channel, referenced with photo documentation of
sediment impacts.

Eastern Band of Cherokee Indians
May 18, 2009
Page 4 of 5
• A narrative explaining how sediment will be retained on the site and kept out of
waterways, and how restoration activities will be conducted such that turbidity
standards are not exceeded.
d. Please submit a Streambank Restoration plan to address gullies eroded along the
streambanks of Crooked Creek.
e. Once the Restoration Plans have been implemented and are complete, a final report
documenting restoration of the stream and streambanks should be submitted to
Susan A. Wilson.
Thank you for your attention to this matter. This Office is considering sending a recommendation
for enforcement to the Director of the Division of Water Quality regarding these issues and any
future/continued violations that may be encountered. Your above -mentioned response to this
correspondence will be considered in this process. This office requires that the violations, as
detailed above, be abated immediately. These violations and any future violations are
subject to a civil penalty assessment of up to $25,000.00 per day for each violation. Should
you have any questions regarding these matters, please contact Susan A. Wilson at (828) 296-
4500.
Sincerely,
Roger C. Edwards
Regional Office Supervisor
Surface Water Protection Section
cc: John Hennessy — NPS Assistance and Compliance Oversight Unit
ARO File Copy
DWQ Central Files
Bill Humphrey, bhumphrey@landscapesunlimited (e-copy)
Jason E. Morrell, C.E., jemorrellna,wet-eco.com (e-copy)
Robbie Shelton, Jackson County Erosion Control (e-copy)
G:\WPDATA\DEMWQVackson\Stormwater Construction NCGOI\Sequoyah Natl Golf Course\Sequoyah National Golf Course NOV 5 2009.doc

05/27/2009 15:43 FAX
4
IM 001/004
401 Gr ndstaff Cove Road, Suite A-258
Sylva, NC 28779
Phone: [phone]
Fax: [phone]
I
Fax: Paws: LinctudkM cover')
Phone:v- / V ' �V `� Date: 0
Re:
❑ Urgent
• Comments:
❑ For Review ❑ Please Continent 13 Please Reply ❑ Please Recycle
so ✓� r'� �v Sa �v .
FY009 J
WATER QUALITY SECTION
�HEVILLE REGIONAL OFFIC

05/27/2009 15:43 FAX
Q 002/004
JACKSON COUNTY LAND DISTURBANCE APPLICATION
*.One -Half (1/2) or More Acres**
Financial Responsibility/Ownership Form
401 Grindstaff Cove Road, Suite A-258, Sylva, North Carolina 28779
Phone #: [phone] Fax #: [phone]
No person may initiate a land -disturbing activity on one or more acres as covered by the Act before this form and an
acceptable erosion and sedimentation control plan has been completed and approved by the Jackson County Erosion
Control Officer.
• Please type or print, and if any question is not applicable, place N/A in i RL--
Submit three (3) copies of the plan and appropriate fee as follows:
o $50 for Y7. (one-half) to 1 acre
o $75 per acre for one (1) to three (3) acres 9 2007
o S125 per acre for three (3) to five (5) acres
o $150 per acre for five (5) acres or more
Note: Any portion of an acre will be rounded to the next whole acre.
• A surety bond is required for any disturbance of five (5) acres or more
Part A
1. Project Name: Sequoyah National Golf Course
2. Pi:ope'i ty;PIN'..Nuiii & Please see attached list
3. Location of land -disturbing activity: City or Township Cherokee NC
Highway/Street US 441 to Mountaineer Road
4. Approximate date land -disturbing activity will be commenced November 25, 2007
5. Purpose of development (residential, commercial, industrial, etc.) Golf Course Light Comm.
6. Total acreage disturbed or uncovered (including off -site borrow and waste areas) 130 acres
7. Amount of fee enclosed S. 19,500.00
8. Has an erosion and sedimentation control plan been filed? Yes X No Enclosed
9. Person to contact should sediment control issues arise during land -disturbing activity
Name Brian
Telephone _ [phone]
10. Landowners(s) of Record (Use blank page to list additional owners)
Name (s)
The Eastern Band of Cherokee Indians
Current Mailing Address P.O, Box 455, Cherokee NC 28719
Current street Address 88 Council House Loop, Cherokee NC 28719
Part B
1. Person(s) or firm(s) who are financially responsible for this land -disturbing activity
Landscapes Unlimited of Nebraska. LLC
Name
1201 Aries Drive
G
�2
�T
Mailing Address
Lincoln NE 68512
City State Zip Code
[phone]
Telephone
same
Street Address
City State Zip Code
same
Telephone

05/27/2009 15:44 FAX
IM 003/004
2. (a) If the Financially Responsible Party is not a resident of North Carolina, please give
name and street address of a North Carolina Agent.
Annette Tarnawsky
Name
88 Council House loop, P.O, Box 455
Mailing Address
Cherokee NC 28719
City State Zip Code
Street Address
City State Zip Code
(b) If the Financiai Responsible Party is a Partnership or other person engaging in
business under an assumed name, attach a copy of the certificate of assumed name.
If the Financial Responsible Party is a Corporation, give name and street address of
the Registered Agent.
Name of Registered Agent
Mailing Address
Street Address
City State Zip Code City State Zip Code
Telephone Telephone
The above information is true and correct to the best of my knowledge and belief and was provided by me under
oath, (This form must be signed by financially responsible person if an individual or his attorney -in -fact or if
not an individual by an officer, director, partner, or registered agent with authority to execute instruments
for the financially responsible person). I agree to provide corrected information should there be any changes in
the information provided herein.
Michael Surls
Type or Print Name
Signature
Assistant Manager
Title or Authority
11 1-7 1 0 -7
Date
i A Notary Public of the County of Line (z
State ofPFe &^ ' hereby certify that _m I C l LCL� %( I-LS appeared
personally before me this day and being duly sworn acknowledged that the above form was executed by Him/Her.
Witness my hand and notarial seal, this
GENERAL NOTARY - Stale of Nebraska
JUDY TERWILLIGER
My Comm. Exp, April 20, 2009

05/27/2009 15:45 FAX
U 004/004
401 Grindstaff Cove Road
Suite A-258
Sylva, NC 28779
planninAacksonnc.org
JACKSON COUNTY PLANNING OFFICE
yn`rYR.
Linda Cable, Director
lindacable©jacksonnc.org
Phone [phone]
FAX [phone]
. 2 �
LETTER OF APPROVAL
11-13-07
Sequoyah National Golf Course -Phase I
c/o The Eastern Band of Cherokee Indians
PO Box 455, 88 Council House Loop
Cherokee, NC 28719
(Brian Vitek 402-416-6908)
This office has reviewed the erosion and sedimentation control plan submitted for the project listed
below. We find the plan to be acceptable and hereby issue this letter of approval with modifications
and/or performance reservations. This approval is conditioned upon the incorporation or addition of
these items to the plan. Please be advised that Article 500 of the Jackson County Sediment Control
Ordinance requires that a copy of the approved soil.erosion control plan be on file at the job site.
Also, you should consider this letter to give the notice of our right of periodic inspection to ensure
compliance with the approved plan. This plan approval shall expire (3) years following the date of
approval, if no land -disturbing activity has been undertaken, as is required by the Ordinance.
The Sedimentation Pollution Control Program is a performance -oriented program requiring protection of
the natural resources and adjoining properties. If, following commencement of this project, it is
determined that the plan is inadequate to meet the requirements of the Ordinance, this office may require
revisions to the plan and implementation of the revisions to ensure compliance with this Ordinance.
Acceptance and approval of this plan is conditioned upon your compliance with federal and state water
quality laws, regulations, and rules. This permit does not supersede any other permit or approval.
Please be aware that since more than one acre is to be disturbed by this project, the enclosed general
storm water permit NCG01000 (Construction Activities) will cover you. You should first become familiar
will: all of the requirements for compliance will: the enclosed general permit.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form which you have provided. You are requested to file an amended form
if there is any change in the information included on the form. In addition, it would be helpful if you
notify this office of the proposed starting date for this project. Your cooperation is appreciated.
Sincerely,
Robert -Shelton
Land Development Compliance Field Supervisor
Cc: Division of Water Quality
Landscapes Unlimited of Nebraska
Hodge Associates
Subdivision Development Administration - Land Use Ordinance Administration - Erosion & Sediment Control

"�(aa Jackson County
Fit ''t� �•}+4 �r:'iJ
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Erosion Control
401 Grindstaff Cove Road Suite.254
Sylva, NC 28779 ... Phone.[phone]_ . _m
Fax: [phone]
NOTICE OF VIOLATION OF TIiF2
SEDIMENTATION POLLUTION CONTRACT
APR 2 7 2009 i
CERTIFIED MAIL
RETURN RECEIPT REQUESTED WATER QUALITY SECTION
qcF IL.I_r f rr'O�:AL OFFICE
April 23, 2009
RE:
Sequoyah National Golf Course Project: 07-1.64
c/o The Eastern Bank of Cherokee Indians
PO Box 455
Cherokee, NC 28719
Compliance Date: May 29, 2009
Dear: Sirs
On 4-22-2009 personnel of this office inspected your project located off SR 1532 in
Jackson County, North Carolina. This inspection was performed to determine compliance
with the North Carolina Sedimentation Pollution Control Act of 1973. This inspection is for
approved project 07-164.
It is our understanding. that you and/or your firm are responsible for this land -disturbing
activity. The purpose of this letter is to inform you that this activity was found to be in
violation ofthe Act and the Jackson County Sediment Control Ordinance. If you feel that
you are not responsible for the following violations, please notify this office immediately.
The violations that were found are:
A. Failure to file an acceptable erosion and sedimentation control plan with this
office at least 30 days prior to. beginning a land -disturbing activity on a tract
comprising more than one acre, when more than one acre is to be uncovered;
failure to secure this office's prior approval of the plan for any land -
disturbing prior -to beginning the land -disturbing activity. Jackson County
Sediment Ordinance -Article 400-Section 401(A)(B).
An.acceptable erosion and sedimentation -control plan must be filed with and
,approved by this office and implemented on the site -sufficient to prevent off -
site sedimentation. Until -the required plan. has7-been approved, temporary

measures must be provided immediately to control erosion and prevent
sedimentation damage. Any additional land -disturbing activities conducted
without an approved erosion and sedimentation control plan will constitute
additional violations of the Act. We will notify you following our review of
the plan if additional measures are required.
Failure to conduct a land -disturbing activity in accordance with the
provisions of an acceptable erosion and sedimentation control plan. Jackson
County Sediment Ordinance -Article 1300-Section 1301(A).
C. Failure to file an acceptable revised plan after being notified of the need to do
so. Jackson County Sediment Ordinance -Article 400-Section 401(C).
Failure on a tract of more than one half acre, when more than one half acre is
uncovered, to provide ground cover sufficient to restrain erosion on such
exposed areas within 10 calendar days, after completion of any -phase of
construction or grading. Article 800: Section 801 (2)
E. Failure on a tract of more than one half acre, when more than one half acre is
uncovered in a HQW Zone, to provide a permanent ground cover sufficient
to restrain erosion on such exposed areas within 15 working days or 60
calendar days, whichever is the shorter, after completion of construction or
development. Jackson County Sediment Ordinance -Article 900-Section
901(B)(5). Over 15 working days[60 calendar days] have passed and a
ground cover sufficient to restrain erosion has not been established.
Failure on a tract of more than one half acre, when more than one half acre is
uncovered, to install sedimentation and erosion control devices sufficient to
retain the sediment generated by the land -disturbing activity within the
boundaries of the tract during construction upon and development of the
tract. Jackson County Sediment Ordinance -Article 800-Section 801(3).
[No] [Insufficient] sedimentation and erosion control devices or structures
have been installed to retain sediment within the boundaries of the tract under
development.
' Failure to take all reasonable measures to protect all public and private
property from damage by such land -disturbing activities. Jackson County
Sediment Control Ordinance -Article 600-Section 601. Offsite damage has
occurred due to sediment washing [into [stream] [creek] [and/or] onto property
owned by others.
Failure to retain along a lake or natural watercourse a buffer zone of
sufficient width to confine visible siltation by natural or artificial means
within the 25 percent of that portion of the buffer zone nearest the land -
disturbing activity. Jackson County Sediment Control Ordinance -Article
800-Section 801(A)(1)(a). Sediment from the site has entered a [stream]
,[creek] [traversing] [adjoining] the site.

I. Failure to provide along trout waters an undisturbed buffer zone 25 feet wide
or of sufficient width to confine, visible. siltation by natural or artificial means
within -the 25 percent of that portion of the buffer zone nearest the land -
disturbing activity, whichever is the greater width. Jackson County Sediment
Control -Ordinance -Article 800-Section 801(A)(1)(a)(c):- [No buffer zone]
[An insufficient buffer zone] A buffer, zone of less than 25 feet] was
provided along Coy pe �reel�, alas -r4 "t.
6
J. Failure to maintain on graded slopes and fills an angle which can be retained
by vegetative cover or other.adequate erosion control devices or structures.
Jackson County Sediment Control Ordinance -Article 800-Section 801(A)(2).
'[A] Cut [and/or] fill slope[s] on the site are too steep to be stabilized.
Failure within 10 calendar days of completion of any phase of grading to
plant or otherwise provide exposed, graded slopes or fills with ground cover,
devices, or structures sufficient to restrain erosion. Jackson County Sediment
Control Ordinance -Article 800-Section 801(2). No [ground cover] or [erosion
control devices] or [structures] have been provided [sufficient] to restrain
erosion on site.
Failure to maintain satisfactorily all temporary and permanent erosion and
sedimentation control measures during the development of a site. Jackson
County Sediment Control Ordinance -Article I I00-Section 1101.
[Permanent] [And/or] [Temporary] erosion control measures and facilities
have not been adequately maintained and are not functioning as intended.
The penalty for an initial violation could be an assessment of up to $5000. A time period
for compliance is not required for enforcement of this violation pursuant to Jackson County
Sediment Control Ordinance-Article1400-Section 1401(A)(a).
Please be advised that if you fail to respond to this, that action could be the assessment of
a civil penalty, and the amount may be up to $5000 per day for each day of the violation,
Jackson County Sediment Control Ordinance -Article 1400-Section 1401(A)(1)(a). The
penalty may be assessed from the date of your receipt of this Notice of Violation. If the
violations ---are corrected within the time -period specified for compliance, no further legal
action -will -be pursued. Compliance Date: 5-29-2009
Please -be advised that any new land=disturbing activity associated with this project
should not. begin until the area presently disturbed is brought into compliance with the Act.
When,corrective actions are complete, you -should notify this office so that work can be
inspected You, should not assume -that the -property is in compliance with the Act until we
have notified.. your. After- installation, all -erosion control measures must be maintained in
proper -working order until the site is -completely stabilized..

We solicit your cooperation, and would like to avoid taking further enforcement action.
At the' same time; it is your responsibility to understand and comply with the requirements of
the. Act. Copies of the relevant statute and administrative rules may be examined at this
officeor will -be sent to you upon request. Should you have any questions concerning this
notice or --the requirements of the Act, please contact me at your earliest convenience.
Robert Shelton
Land Development Compliance Field Officer
Enclosures: Copy of Ordinance
Inspection
Attachments
Cc: Proctor Hodge Associates
Landscapes Unlimited of Nebraska, LLC

r
JACKSON COUNTY EROSION CONTROL
401 Grindstaff Cove Road, Suite 254
Sylva, N.C. 28779
Phone: [phone] Fax: [phone]
SEDIMENTATION INSPECTION REPORT
Project: Sequoyah National Golf Course
Project #: 07-164
Person Financially Responsible: Eastern Band of the Cherokee Indians
Address: PO Box 455, 88 Council House Loop, Cherokee, NC 28719
1.
Project Location: Gateway
Pictures: Yes: X No: Prints: Slides: Digital: X Video:
2.
Weather and Soil Conditions: P-Cloud , Dam
3.
Is the site currently under notice of violation? Yes: No: X
4.
Is the site in compliance with the S.P.C.A. and the rules? Yes: No: X If no, check violations
below:_
5.
u,
a) No approved plan, G.S. 113A-57(4) and 15A NCAC 4B.0107(c)
b) Failure to follow approved plan, G.S. 113A-57(5)
c Failure to submit revised Ian, G.S. 113A-54.1 W and.15A NCAC 4111.0118 a
US eQuai.
H,
1'slo
h Graded es and fills too stee G.S. 113A-57(2) or 15A NCAC 4B.0124(d)
1 - o
�A 'a I i W, el ly, ol in a I UT a I atemQ I 10 a asU IL C
k Other describe :
6.
NPDES Permit Violation? Yes: No: X Unknown:
7.
Has sedimentation damage occurred since last inspection? Yes: X No: First Inspection:
If ies, mark all that a 1
Mn b67160-19 o . Other
property:
Description:
Degree of damage: Slight: Moderate:
8.
Contact made with (name): Jim Whitbeck / Bill Humphreys Title: PE/Construction Superintendent
Inspection report given: or sent: X to person financially responsible.
Date iven/sent: 4-23-2009
9.
o e}v e , e . Inspect and repair all erosion control devices as needed. Continue efforts
to establish ground cover. Keep inlet protection until ground cover is established. Improve outlet
protection as needed.
10.
Comments: Crooked Creek has been heavily impacted by golf course construction. Entering at the
old race track entrance, now holes 8 and 9, numerous failures of the silt fence were observed, as well
as other erosion control devises in need of repair.
Report By: Robert Shelton Others resent: Randy Rogers
Date of Inspection: 4-22-09 Time of Ins ection: 1:00
Cc: NCDENR- Land Quality, Water Quality
Proctor Hodge Associates, 3881 S. Davey Crockett Parkway Morristown, TN 37813

Compliance Inspection Report
Permit: NCGO10000 Effective: 01/01/08 Expiration: -Owner: Eastern Band of Cherokee Indians
SOC Effective: Expiration: Facility: Sequoyah National Golf Course
County: Jackson Near Sr1532
Region: Asheville
Contact Person: R D Childers
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site. Representative(s):
On -site representative
Related Permits:
DWQ Tracking No: NCR001658
Title: Director
Bill Humphrey
Inspection Date: 05/07/2009 Entry Time: 01:19 PM
Primary Inspector: Susan A Wilson
Secondary Inspector(s):
Reason for Inspection: Complaint
Permit Inspection Type: Construction Stormwater
Facility Status: Q Compliant ■ Not Compliant
Question Areas:
M Construction
(See attachment summary)
Certification:
Whittier NC 28789
Phone: [phone]
Phone:
Phone: [phone]
Exit Time: 03:30 PM
Phone: [phone]
Inspection Type: Compliance Evaluation
Page: 1

Permit: NCR001658 Owner - Facility: Eastern Band of Cherokee Indians
Inspection Date: 05/07/2009 Inspection Type: Compliance Evaluation Reason for Visit: Complaint .
Inspection Summary:
A site visit to Sequoyah National Golf Course was prompted by Jackson County Erosion Control's Notice of Violation letter
dated April 23, 2009. During the site visit May 7, 2009, Division staff (Linda Wiggs and Susan Wilson) noted sediment in
two unnamed tributaries to Crooked Creek. Approximately 6 inches of sediment, 1000 feet in length was measured in
both tributaries. The permittee failed to notify the Division of this sediment.
Therefore, the permittee was found to be noncompliant with NCG010000.
Page: 2

Permit: NCROO1658 Owner - Facility: Eastern Band of Cherokee Indians
Inspection Date: 05/07/2009 Inspection Type: Compliance Evaluation Reason for Visit: Complaint
DLR or Local Program Inspection Yes No NA NE
# Is this inspection related to a DLR / local program inspection? ■ ❑
# If Yes, what was the DLR / local program inspection date?
04/22/2009
E & SC Plan Yes No NA NE
Is the site following its approved Erosion and Sedimentation. Control Plan as indicated on DLR/Local Program ❑ ■ ❑ ❑
Inspection Report?
Comment: Jackson County Erosion Control noted failure to follow S&EC plan (via,
letter dated 4/23/2009)
Erosion Control Measures Yes No NA NE
Is the site maintaining their erosion control measures as indicated on DLR/Local Program Inspection Report? ❑ ■ ❑ ❑
Comment: Several violations were noted by Jackson County (via letter dated April 23,
2009).
Approved E&SC Plan Yes No NA NE
Is a copy of the approved E&SC plan on site) 0 ❑ ❑ ■
.01M
Rain Gauge
Yes
No
NA
NE
Is a rain gauge present on the site at the time of inspection?
■
❑
❑
❑
Comment:
Rain Gauge Records
Yes
No
NA
NE
Is rain gauge data measured and recorded?
■
❑
❑
❑
Comment:
Inspection Records
Yes
No
NA
NE
Are inspection records of erosion & sedimentation control measures and stormwater discharges complete?
■
n
❑
n.
Comment: They were filled out - but observed areas were not well indicated.
Other NCGO10000 Permit Conditions
Yes
No
NA
NE
Is the site compliant with other conditions of the NCG010p00.permit?
❑
■
❑
❑
Comment: The permittee failed to notify the Division when sediment was observed in
Crooked Creek and tributaries (as required in the permit).
Other Water Quality Issues
Yes
No
NA
NE
Is the site free of any other Water Quality issues as noted during the inspection?
❑
■
❑
Comment: Sediment was deposited in the nearby tributaries to Crooked Creek. Two
tributaries, approximately 1000 ft of 6 inches of sediment was deposited into the
tributaries. -
Page: 3

Monthly Erosion Control Inspection Report #10
fo r
Sequoyah National Golf Club
Jackson County Permit #: 07-164
January 13, 2009
CARpi//
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architecture planning interior design
P.O. Box 2309
1655 Acquoni Road
Cherokee, NC 28719
[phone]
Fax: [phone]
Table of Contents
1.0 Introduction ............................................................................................................. 3
2.0 Erosion Control Installation...................................................................................3
3.0 Construction Progress.............................................................................................3
3.1
Plan Revisions................................................................................................. 3
3.2
Stabilized Areas............................................................................................... 3
4.0 Site
Operation.......................................................................................................... 3
4.1
Erosion Control Measures -- Revisions........................................................... 3
4.2
Erosion Control Measures -- Previous Inspections ......................................... 4
4.3
Erosion Control Measures -- Current Inspection— .......................................... 4
4.4
General Housekeeping..................................................................................... 5
4.5
Weekly Stormwater Inspection Forms............................................................ 5
5.0 Appendix..................................................................................................................5
HA # 6059.0 Monthly EC Inspection Report 410 Page 2

1.0 Introduction
This inspection was performed at the Sequoyah National Golf Club site by Jim Whitbeck, PE, on
December 18, 2008. Bill Humphrey, site superintendent for Landscapes Unlimited, the
contractor for the site, accompanied Mr. Whitbeck during the inspection.
A monthly inspection under supervision of a Professional Engineer is required by the Jackson
County Sediment Control Ordinance because the disturbed area at the site is greater than 5 acres.
The Jackson County permit number for this site is 07-164.
2.0 Erosion Control Installation
All of the erosion control measures have been installed at the site.
3.0 Construction Progress
Construction on most holes is complete. Work is continuing on # I, # 16 (ladies tee), # 17, and the
driving range.
Conditions are very wet due to the recent heavy rains. Construction has been slowed by the
weather.
3.1 Plan Revisions
No plan revisions have been issued since the last report.
3.2 Stabilized Areas
No large areas can be considered to be permanently stabilized at this time.
Nearly all areas where irrigation is available have a good stand of grass. However, some slopes
have only partial cover. Many of these areas will filter through a grassed area before
encountering erosion control measures.
Slopes will be reseeded, hydroseeded, and/or matted as needed to establish vegetation.
4.0 Site Operation
A discussion of the operation and maintenance activities at the site follows.
4.1 Erosion Control Measures —Revisions
No revisions have been made to the EC plans since the previous inspection report.
4.2 Erosion Control Measures — Previous Inspections
Items which have been noted in previous inspections are listed below.
❑ #6 short tees
• The short section of damaged silt fence along the construction road in this area has been
repaired.
❑ #9 tee
• Minor damage to silt fence has been repaired.
❑ 49 fairway (near the 2 eastern foot bridges across Wetland W5)
• Dirt from road maintenance has been removed. Repairs to the silt fence and final seeding
were underway and will resume when conditions allow.
❑ #11 green
• The small areas of seed and mulch washed off the slope leading down to Wetland W7
have been replaced. The area has a good stand of grass cover.
❑ 417 fairway and green
• A small amount of dirt remains on the timber mat temporary crossing at the P l stream.
This appears to have come from normal traffic operations and should not pose a
significant threat of contamination to the stream.
• A short section of the silt fence about 1/2 way along the fairway is still nearly full and
needs cleanout out.
• Also, the silt fence around the toe of the slope at the green needs to be cleaned out.
❑ 918 fairway
• There has been moderate slope erosion resulting in sediment overwhelming the silt fence
at the toe of the slope. Repairs were ordered while I was on site.
• The slope drain has slid down the slope and become disconnected. It should be repaired
to reduce the potential for slope erosion.
❑ Entry Road from US 441
• A small section of silt fence is still damaged and needs repair.
• Some areas need cleaning out as well.
4.3 Erosion Control Measures -- Current Inspection
❑ #2 tee
• Moderate erosion has occurred in this area. Repairs to the silt fence and sediment
removal were in progress.
❑ #3 fairway
• Some rivulets have eroded down the slopes. These will be repaired when conditions
allow.
❑ #3 green
• The silt fence is about 1/2 full in a few areas and needs to be cleaned out.
HA # 6059.0 Monthly EC Inspection Report #10 Page 3 HA # 6059.0 Monthly EC Inspection Report #10 Page 4

❑ 97 fairway
• A large rivulet has eroded down the slope. The silt fence appears to have contained the
material. The rivulet will be repaired and reseeded.
❑ 415 green
• Short sections of silt fence are down on either side of the creek at the cart path bridge.
These sections should be replaced.
4.4 General Housekeeping
The site was generally neat and tidy with no unusual litter or other debris.
4.5 Weekly Stormwater Inspection Forms
Bill provided copies of his weekly Stormwater Inspection Forms for the weeks beginning
September 13, 2008, to December 8, 2008. (See Appendix).
No bypasses, excessive sediment in runoff, or other unusual events were reported during this time
period.
5.0 Appendix
• Weekly Stormwater Inspection Forms
HA # 6059.0 Monthly EC Inspection Report 910
Page 5
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Monthly Erosion Control Inspection Report #11
for
Sequoyah National Golf Club
Jackson County Permit#: 07-164
February 25, 2009
�.�5 >i. CHIT@ •,,
.�R.0 EN•
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- Prepared By - , '0"" OF T00�;.�`
' FBI
i #
architecture planning interior design
P.O. Box 2309
1655 Acquoni Road
Cherokee, NC 28719
[phone]
Fax: [phone]
Table of Contents
1.0 Introduction............................................................................................................. 3
2.0 Erosion Control Installation...................................................................................3
3.0 Construction Progress............................................................................................. 3
3.1 Plan Revisions................................................................................................. 3
3.2 Stabilized Areas............................................................................................... 3
4.0 Site Operation.......................................................................................................... 3
4.1 Erosion Control Measures -- Revisions........................................................... 3
4.2 Erosion Control Measures -- Previous Inspections ......................................... 4
4.3 Erosion Control Measures -- Current Inspection ............................................. 4
4.4 General Housekeeping................................................................................... 5
4.5 Weekly Stormwater Inspection Forms............................................................ 5
5.0 Appendix
HA d 6059.0 Monthly EC Inspection Report 911
5
Paget

1.0 Introduction
This inspection was performed at the Sequoyah National Golf Club site by Jim Whitbeck, PE, on
February 24, 2009. Bill Humphrey, site superintendent for Landscapes Unlimited, the contractor
for the site, accompanied Mr. Whitbeck during the inspection. Randy Rogers and Jeff Wilson
with Jackson County Erosion Control were on site for part of the inspection.
A monthly inspection under supervision of a Professional Engineer is required by the Jackson
County Sediment Control Ordinance because the disturbed area at the site is greater than 5 acres.
The Jackson County permit number for this site is 07-164.
2.0 Erosion Control Installation
All of the erosion control measures have been installed at the site.
3.0 Construction Progress
Construction continues on most holes. Grading continues on # 1, # 18, the driving range, and the
entry drive. Shaping, finishing, and seeding and strawing is continuing throughout the course
where needed.
3.1 Plan Revisions
No plan revisions have been issued since the last report.
3.2 Stabilized Areas
Several holes can be considered to completed and largely stabilized: # 5, 6, 7, 8, 10, 11, 12, 13,
and 14.
Nearly all areas where irrigation is available have a good stand of grass. However, some slopes
have only partial cover. Many of these areas will filter through a grassed area before
encountering erosion control measures.
Slopes will be reseeded, hydroseeded, and/or matted as needed to establish vegetation as the
weather allows.
4.0 Site Operation
A discussion of the operation and maintenance activities at the site follows.
4.1 Erosion Control Measures —Revisions
HA 9 6059.0 Monthly EC Inspection Report #I I Page 3
Silt fence has been added along the new entry drive from US 441 between Shoal Creek Road and
the access road near US 74.
Also, some modifications have been made at the suggestion of Randy Rogers with Jackson
County (See Section 4.3 below for details).
4.2 Erosion Control Measures — Previous Inspections
Items which have been noted in previous inspections are listed below.
❑ #2 tee
• Repairs to the silt fence and sediment removal are complete. The area will be seeded as
soon as conditions allow.
❑ 93 fairway
• At the last visit, some rivulets had eroded on the slopes. These were to be repaired when
conditions allow.
• This area was inadvertently skipped during the inspection and will be checked on a future
visit.
❑ #3 green
• At the last visit, the silt fence was about 1/2 full in a few areas and needed to be cleaned
out.
• This area was inadvertently skipped during the inspection and will be checked on a future
visit.
❑ #7 fairway
• A large rivulet had eroded down the slope. The silt fence appears to have contained the
material but has filled to more than 1/2 full. The rivulet will be repaired and reseeded
and the silt fence cleaned out.
❑ # 15 green
• Short sections of silt fence on either side of the creek at the cart path bridge have been
repaired.
❑ 417 fairway and green
• Several areas of silt fence along the fairway need cleaning out. In addition a few
sections are damaged and need repair.
• The silt fence around the toe of the slope at the green needs to be cleaned out.
4.3 Erosion Control Measures -- Current Inspection
❑ 44 fairway
• Silt fence needs cleaning out at one location.
❑ #8 fairway
• Some sediment needs to be removed from the wetlands at one of the cart bridges.
• Some sections of silt fence are down in this area. However, the area upstream is largely
stabilized.
HA # 6059.0 Monthly EC Inspection Report #11 Page 4

❑ 99 fairway
This area experienced several failures of the silt fence. Because the original silt fence is
in poor repair, Randy Rogers recommended a second row of silt fence be installed to
'—
protect this area. The area will be seeded and strawed as soon as possible.
❑ clubhouse area (per design)
• Randy suggested additional measures at the natural draw where the clubhouse originally
was to be located. There are no streams near the area, but the draw does ultimately
s
empty into stream P6.
• Bill will install a berm and sediment trap in this area.
• Note that the clubhouse planned for this area will not be constructed in this phase of
construction. A temporary clubhouse will be constructed at a location down the hill. The
area for the future permanent clubhouse will be seeded.
6
z
❑ entry drive
• Randy recommended adding additional measures near the bottom of the new entry drive
to prevent escape of sediment into the existing ditch.
a
• He also recommended adding a construction entrance once the entry drive is utilized as
an entry way.
❑ various locations
$
• There are numerous locations with isolated bare spots and rills. These areas are being
filled and reseeded and strawed as allowed by the weather.
• Randy suggested the use of coconut wattles to protect these areas after they are reseeded.
❑ Crooked Creek
• Crooked Creek was clear on both the north and south sides of the project.
'
4 n
4.4 General Housekeeping
m
The site was generally neat and tidy with no unusual litter or other debris.
0 6
1
o
4.5 Weekly Stormwater Inspection Forms
o.
.
Bill provided copies of his weekly Stormwater Inspection Forms for the weeks beginning
625
December 15, 2008, to February 15, 2009. (See Appendix).
11
Q
�
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No bypasses, excessive sediment in runoff, or other unusual events were reported during this time
e
period.
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5.0 Appendix
a
w
• Weekly Stortnwater Inspection Forms
O
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HA # 6059.0 Monthly EC Inspection Report #11 Page 5
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Sectlon % to otffie NCGO100( )0 p Trait) that this repo is I
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EROSIC)NAND SEDIMIDITATIONCONTROL FACILITIES. 1NSPBCTBD:(Alleestonce(lwlu,lton303(d)listed su ream fair c rsdrncllonrelatedperameter0]
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era approYed Ost may he obtained from the Division of Weer :r Quality, or kOm Mo followhlg wcWLt location:
hepJ
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STORMWATER.INSPECTIONSFOR GENERALE 1RTNCG010(I00—LANDDISTURBI NGACTIV1TM
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a I, ocmcato and,. tmletal the z.: s bes')rmy knowledge:
Ignatore ", retie • • ar Design c)
EROSION
ANOSEDIMBNTAT10NCONTROLFACiL17IFSIN� SPECIED:(Attenstonm(twlce,iton303(d)hsiedatraa imforwnstructionrelotedperemeters+]
OBSERVA TTONS OF RUNOFF. AT STORMWATRRAfSCILAR( .E OUTFAL'LS: (At least ones (twice, It on 303(d) listed stream for construction related paremeters s']
Clarity: Ch, we the number which teal describes the clarity of else d sel barge where I it Clear and 10 is very cloudy
Ploating'So GdsChoose the number which bmtde)criV4the amount C It floating solids inM6schxgewhere lbno.solidsand l()ttesurface itmresedIafloating solids
Suspended Solids Choose the =bar which but describes the amom itofsuspended solids Inthedrehargewhere IIsno solids A ad10itextreme)ymuddy
Oil Sheen: Is Mere an oil sheen in the stotraweGt discbegei Y or N
• 303(d) [is and streams for construction related ptromaers —Tbe ]sleet approved fat may be obtained from the Division of Water ( Zuelity, or from the following websiL• locttion:
hstp://h2, o.ay.swe.nc.urhulmruvn.cn'art303d

SFORMWATERINSPECIT ONSFO RGENEEALP.
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t Section B, ID or the NC130100
accurate and temple Ih Ih
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gist. of my knowledge:
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ERDSIO NAND STD1MENTATION CONTROL PACILI E1S I NSPECIEO: (At leastance (twhee,
listed stn
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OBSERIIATIQNSOFRUNOFFATSTORMWATERDISCHAI RGEOUrFAI:IS:(Atlout once (twim,Iron 303(d)Ilsh:datreamfor tonstrvUlmsrelated parameters°1
Clarity: ( :hoose thenumbm which but descrlbes.the clarity of.tge Ah schorge where I is clear and 10 is very cloudy
Floating' Solids: Choose tbesanobta which best describes the unman t of floating solids in the discharge where 14 nosolids and 10 tic surface is covered In floatingsD]kk
Suspends d Solids: Choose the rmmber which teat describes the area u01 of suspended solids In the dirchargc where 1 It no solids : and 10 is extremely muddy
Oil Shea o: Is them an on aheea in the smrmwater discharge? Y or b i
+ 303(d) listed streams for construction related parameters -The late st approved list may be obtained from the Division of Wei r Quality, or from the following wcbsios Io ation:
h2oenr.tiate.nc.ndiu/consirociion303d
STORMWATERINSPRCIIONSF01 RGFNERALP. AITNCGOlO0D0-LANDDISTDRB INGACTIMM
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Ra1n, y f f tcr^v( Section 10 of the NCGOl0DO( l,perroiQ that this report a
accurate and comp ^rlo mo •;9FsLolany-knowledge:
�gpaturadt� . " �eeor'DesigAee)
EROS101 N AND SEDIMENTATION CONTROL FACILITIES U NSPUTED: (At least once f twice, It oa 303(d) LIAM tirr am tot wodrurllon related parameters+)
OBSERV 'ATIQNS OF RUNOFFAT STORMWATERDISCHM tGE OUTFALLS: (Al least once [twice, if ou 303(d) isle
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dStream for construction related Para deters+)
Clarity:( loose the number which best dracribtsthe cluilyof this Ais charge where litclear and 10ievaycloudy
Floating I Solids Choose the number which beat depvibea the amount t of floating solids to tha discharge where I Is no.solSds tad : 10 the surfam4s edGeted In Beating solids
Suspetrde - Solids: Choose the number which best describes the &met unl of suspended solids In the discharge, where I is no solids and 10 Is extremely muddy
Oil Sheet t: Is (herb an oil &been in the stormwafrr ditdarga? Y or N '
• 303(d) listed sueams for construction Meted parameters - The hue st approved list msy be obtained from the Division of Water ' Quality, or from the following websile locer,on:
http:7/1 41o.enr.rrare.nusr/sdcarsrrrucsianf03d '

C STORMWATERINSPECTIONSPO RGENERALP d1TNCG0101100- LAND DISTURF QNGACTIMMS
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�„ SectlonB,l0e[the NCG0L000 O,pervdt)that WSreport
acwre ie end complete to th e b of my knowledge:
' � Ignelnm D( Semi gar eel '
FDiOS1O. NAND SF.DIMMATION CONTROL FACILITES I NSPECTED: (Al least once [twIce,11on 303(d) listed stn eam for mostmclion related psure wetemP)
OBSERV rATIONS OFRUNOMAT STORMWATER DISCRAI IGE OUTFALLS: (At I" once (twice, if on 303(d) Bsh d stream forconstnrcllon related parameters ^)
Clarity: ( loose the number which bea describes the clarity of the dh Ichnngo where 1 is clear and 10ia very cloudy
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Suspende dSolids: Choose the srumber which best describes the amo unt of sesprtded souls In the discharge where 1 is no sdids and 10 is extremely muddy
Oil Sheer n: Is there an oil sheen in thestormwalar diecharge7 Y or N I
303(d) flied streams for coasmxtion related parameters -The lam sl approved Bat may be obtained but the Division of Watt r Quality, or from die following website location:
hup.-IA Uaenr.stete.ar.w1Mco Wr&c1W03d
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Section B, l0 or&NCG01(l0( BI permlt) that this repor is
LL awucate end complete to U se bes I stq• knowledge:
(S hsceafP o,D ee)
Roo )NAND S®1MENTATION CONTROL FACILITIES INSMED:(A(]east once (twice, lr on 303(d) listed At :eam for eordrucUon related parometersq
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OBSER VATIONSOFRDNOFFATSTORMWATERDISCBA AGE OVITALM(At Ind once [lwlcglfon3W(d)fist adstream Car construWon related paranleters+J
rtarne leodaede a p11Ms2 r'hotrst srdnfello[OSlgdaspec20houra)
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yaaplu'ur ux sN' t a r i �, e p a f v , t tt tt a etr t(r 3 yt�1 1 r' t� t; ((",y ear tF�u mfteilmuanaij
err ;i3 :f rsC::;.'S,1ir..�.,i��n.1.-,I •`�ay'. i 4i:�"t5 �. P�)tyQi S)st1i�'i'tj^���-!�, •. .;h Unr': on,
Clarity: Choose the number wbichbest describes the clarity ofthtA ischelgewhere Iisclear Old 10isVery clm:dy
FloafinL ,Solids: Choose Iheaamber which beet describes the amour ntof Boating rolids io the discharge wham 1 is no•solids ea! 10 the smfnceis covered in floeling Solids
Suspen( led Solids: Choose the number which best describes the Do )ustofsuspeadedsolids Inthe discharge where lIs. aomlid: s(nd10isextrerpelymuddy
Oil She, en: L time an o➢sheen in the stormwale( disclunti Y or I N
•*303(d)listedstreamsforconstructionrelatedparameters - The tat cat approvedlist may beobtained from the, Division ofWane aQuality, orfrom the, following websitefccaficn:
hap.-;%h2o.enrrlalenr.arha/rmuirun(un)03d

STORMWATBRINSPECTIONS FOR GENKRAI.F. AUNCG010000—IANDDISTUnt NGACrIYYr=
PROJECT..
MONITOR ING FOR 71118 W= EBGINNING'
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xafA •) e r jf n� s'i i( r By this signature, I certify (in s accordance with Part if
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sr 9t`.pX J <Y,,. i},,,. '.;w�iyrrra L '4 Off- ,, /.jxe.' i Section 6,10a(the NCG010000, permit) vat this report Is
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v occumta andcompleteto the Iftof my Imowledge:
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EROSION AND SEDIMENTATION CONTROL FACILITIES IN; SPECTER: (Al least once [twice, Iran 303(d) Itsted stree ma for Construction related parameuts"
OBSERYA TONS OF RUNOMATSTORMWATBR DISCHARI ;B OUTFAL S: (At least Dart [twice, It DO 303(d) listed stream for construction related parameters*]
Clarity: Ch, core die number which best describes the claity of* discl huge where I is dear and 101s very cloudy
Flouting So didic Choose Use cumber which best describes the amount c if Roiling solids in IW discharge where I is no.mlids and II ) the surface is covered in Floating solids
Suspended Solids: Choose the number which best describes the amour. d of suspended solids In the discharge where 1 is no solids a nd 10 is extremely muddy
Oil Sheen: Is dam an oil sheen in the. stormwefer discbuge? YerN
e 303(d) Ila ,ted streams for constmceioo related parameters —Thelatest approved list may be climinal from the Division of Water ( Zuality, or from die Following websile location:
hdp://h2. o.enr.stateu.udru/conu ructlan303d
,,.STORMWITBRB4SPECI.ONSFC liCUM®LIF ATM111161111-11AND101840l1 IINGACrIYITIFS
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VATIOM OFRUNOFF.ATSTORMWATERDISCNA:
Choose the number which best describes the clarity of.lhe dl
Solids Chow* die number which brat describes the amour
W Solids: Choose the cumber which best describes the eau
an: Is there an oil them in the clarmwetsrr dscharge? Y or]
h listed streams for construct on related parameters —The lau
lhlo.&t.rmte.nc. udruharulrucdm303d
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r Quality, or from the roliowiog website location:

STORMWATRR INOITCTIONS F(
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By this signature, certify (h a accordance with Pert R
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Section B, M of the NCG01000 Opermit) that this report Is
accurate an owlete to th nB besrpf my knowledge:
EROSIC )N AND SEDIMENTATION CONTROL FACILITIES I WSPECTED: (Al least once [twice, If on 303(d) listed air eam for construction related peramotcra']
a ay¢i•n n=nta-
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Oil Shee ut: Is there an oll sheen in the swmvrAW dieo"'? Y or 1
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it of floating solids In the discharge where I is no.solids and
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mt approved list may be obtained from the Division of Watt
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end 10 Is extremely muddy
r Quality, or from the following websilo location

Monthly Erosion Control Inspection Report #12
for
Sequoyah National Golf Club
Jackson County Permit #: 07-164
April 1, 2009
C A R O
.OQ-, •�E55%� • �y
a a FS�
_ 031106
�i•y • F41GIN �C'.
F.1IWNk\
- Prepared By -
Of
architecture planning interior design
P.O. Box 2309
1655 Acquoni Road
Cherokee, NC 28719
[phone]
Fax: [phone]
Table of Contents
1.0 Introduction............................................................................................................. 3
2.0 Erosion ControlInstallation................................................................................... 3
3.0 Construction Progress............................................................................................. 3
3.1 Plan Revisions................................................................................................. 3
3.2 Stabilized Areas............................................................................................... 3
4.0 Site Operation.......................................................................................................... 3
4.1 Erosion Control Measures -- Revisions........................................................... 4
4.2 Erosion Control Measures -- Previous Inspections ......................................... 4
4.3 Erosion Control Measures -- Current Inspection ............................................. 5
4.4 General Housekeeping..................................................................................... 5
4.5 Weekly Stormwater Inspection Forms............................................................ 5
5.0 Appendix
HA # 6059.0 Monthly EC Inspection Report #12
F1
Page 2

1.0 Introduction
This inspection was perforated at the Sequoyah National Golf Club site by Jim Whitbeck, PE, on
March 31, 2009. Bill Humphrey, site superintendent for Landscapes Unlimited, the contractor for
the site, accompanied Mr. Whitbeck during the inspection.
A monthly inspection under supervision of a Professional Engineer is required by the Jackson
County Sediment Control Ordinance because the disturbed area at the site is greater than 5 acres.
The Jackson County permit number for this site is 07-164.
2.0 Erosion Control Installation
All of the erosion control measures have been installed at the site.
As areas of the course are stabilized, erosion control measures will be removed. Accumulated
sediment will be disposed of so that it will not be eroded again, and final seeding will be applied
where the measures were located.
3.0 Construction Progress
Mass grading continues on the driving range area only. Shaping, finishing, and seeding and
mulching is continuing throughout the course as needed.
3.1 Plan Revisions
No plan revisions have been issued since the last report.
3.2 Stabilized Areas
Most holes can be considered to be completed and largely stabilized. Final shaping and
installation of site features such as bunkers continues on a few holes.
There are still areas on a majority of holes with'unvegetated areas and slopes as well as some
rills. These areas are being repaired and hydroseeded or matted.
It is expected that substantial completion will be reached on the grading operations next week. A
crew will remain at the site to monitor grow -in of the grass. The course is expected to open for
play in September.
4.0 Site Operation
A discussion of the operation and maintenance activities at the site follows.
HA 9 6059.0 Monthly EC Inspection Report #12 Page 3
4.1 Erosion Control Measures —Revisions
No revisions have been made to the EC measures since the last report.
4.2 Erosion Control Measures — Previous Inspections
Items which have been noted in previous inspections are listed below.
❑ 93 fairway
• Some rivulets had eroded on the slopes. The area has been repaired and now has a good
stand of grass.
❑ #3 green
• This area was identified as requiring maintenance to the silt fence.
• No areas of silt fence are located around #3 green. This area was apparently actually
referring to 94 tee (see next item).
❑ 94 fairway
• Silt fence needs cleaning out and repair at one location just across the creek from the 94
tee.
❑ 97 fairway
• A large rivulet had eroded down the slope. This area has been repaired, seeded, and
matted.
❑ #9 fairway
This area experienced several failures of the silt fence. The second row of silt fence that
Randy Rogers with Jackson County recommended at the previous inspection has been
installed. The area has been seeded and strawed.
❑ 417 fairway and green
• Several areas of silt fence along the fairway needed cleaning and/or repair.
• The silt fence has been repaired. A few locations are near 1/2 full, but a majority of the
area has been seeded and matted.
❑ clubhouse area (per design)
• Randy had suggested additional measures at the natural draw where the clubhouse
originally was to be located.
• A row of silt fence has been installed at the toe of the slope. This area receives only
runoff from the slope in this area, so this should be sufficient.
❑ entry drive
• During the previous inspection, Randy recommended adding additional measures near
the bottom of the new entry drive.
• There is little room in the area for additional measures due to the topography and an
existing culvert. The silt fence is in good repair, and there is no evidence of sediment
that has escaped beyond the silt fence. In addition, rock check dams have been installed
in the ditch.
• A second row of silt fence will be added in this area as additional protection.
HA # 6059.0 Monthly EC Inspection Report #12 Page 4

❑ various locations
• There are still numerous locations with isolated bare spots and rills. These areas are
being filled and reseeded and strawed as allowed by the weather.
4.3 Erosion Control Measures —Current Inspection
❑ #9 tee
• The silt fence is completely full in this area and will be cleaned out.
❑ driving range (# 19)
• Sediment basins and silt fence are in place at the toe of the slope. Riprap inlet protection
is installed around the catch basins.
• The installation of silt fence inlet protection is recommended due to the large amount of
earth exposed in this area.
• A small amount of silt has escaped the EC measures and will be cleaned out.
4.4 General Housekeeping
The site was generally neat and tidy with no unusual litter or other debris.
4.5 Weekly Stormwater Inspection Forms
Bill provided copies of his weekly Stormwater Inspection Forms for the weeks beginning
February 23, 2009, to March 23, 2009. (See Appendix).
No bypasses, excessive sediment in runoff, or other unusual events were reported during this time
period.
5.0 Appendix
• Weekly Stormwater Inspection Forms
HA # 6059.0 Monthly EC Inspection Report #12 Page 5
0
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STORMWATERINSPEC'1'IONSF( )RGRNERALP. ,OTNCG010000-L4NDDtTUR 111NGACTIVITINS
PRODS( :fcl 1110NIT, ORINGFO(b • W9UL5 INNING: /v.'/<••'� oq
RAINFJ.it Li
a?P:.'r1,V� `�",;1 'SQL• - y; °l� Y'�i. By Ihlaelgaeture,11 certify (I In accordance with put
Section B,lOo[the NCGO100t permit) that
~�� ® accurate and campleteto11 he beat of my knowledge:
' € I (Srnatnreal'Per �flreo rdgn00)
Mimi )N AND SEDIMENTATION CONTROL FAC11.iTIM DISPRCTED: (Atleast oscethfite, If on 303(d) listedsa
._...ner ere'.. enlendtr �aw Or. within 24 hr.
OBSER VATIOMOFRUNOFF'ATSTORMR'ATERDISCEIA RGHOUTFALU:(At least sit" (twlc%Itam303(d)Usl
roam for construction related paremetetraw)
a=ralnfeU.ofiO:Atrac. a er1A 1—o1
led stream for construction related parameters+)
Clarity: Choose the number which but describes the desity of the A ischerge where 1 is clear and 10-Is rcry cloudy
FIdatinl j8dids: Choose the number which bmtdeperibeathe amou r¢of0oatingsolldeinliddischargewhere IIsno.solidsand 1101besurface iseovuedInflootingtolids
Suspem led Solids, Choose the number which but deartbes the om- aunt of trnpsnded solids in the discharge where I is no solid b end 10 to ertsemely muddy
Oil She en Is therb an oil them In dia shrmwtior discbergel Y or N
4303(d')IlstedshraresforconstructJonrelattdparameters -The let rAapproved ltstmtybeobtained from NeDMsionofWait sQuelity,orfrom the following wabeitclocal'on:
httpr rAa2aefermfe.ne.usyrdconYracbon3Qid •
BT•ORMWATSRINSPRCITONBF( )RGMMULP tUTNCG610000LANDDI6TM BINGACTIVITIES
PROM
MON174 ORWGFORT WEFK GINND9G z'
RAINFA rLL,
;�k / •'Tx•t s� v� s � C"� BY This elgnelare, I certify (1 n accordance with Part Q
§ua. t �ylis' ; 'h • t ;,:. •(SS h '".% O �'% /, r5 � Section B,10 of theNCG0100( )Oiler al() tha Is re
accortte ndwmpktet!}tl. ..,.teIsTtofmy wledge:
(Fl,,ia�re of d rDes ial 4 1
EROSI( )NAND SEDPMTATION CONTROL FACILITIES INSPECIRO: (At least once [twice, If on 303(d) listed sit ream for construcilonrelated parsuid"f)
' .erm.�n rnlenAnrAn•. n, wwhkMher i.nnral
OBSER VA714AfS OF RUNOF$AT STORMWATER DISCILI RGS DOTFALLS: (At least once (twice, If on 303(d) list ad drum for construction refuted pasaryeters •)
Clarity: Choose the number which beat describes the clarity of. ft d ischarge where l it clear and 101s very Cindy
PloatinE ;Solids: Choose the number which best de6a(ba &a amok rlof floss solids in the discharge whoa I is roaolids end 110 the surface Is covered in Ooedng solids
Suspam led Solids: Chopselheramberwhich bed describes the am- ountofnupendddsolids Inthe dimhergewhose 1Itmsolid sand 10isextreradymuddy
Oil She en: Is there an oil sheen in the slormwaf0r diahergey Y of N '
4 303(d D listed strumis foromstructlon related parameters -The hI :utapproved Us[ may be obtained from the Division of Wale uQuaOty, or from the following website foall=
hrtp:r/lNaanarfate.ne.udrsrlro+uwet(an30Jd
ram. -•mot � .. .

STORMWATBRINSPRCTION$1
FORoENERALP
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RAIN ._.... IFALLs
(lot accordance with Part H
By this signature, l certify, I
SerSlcgB,1001 theNC13010(
Dopermft) thatBda reporl
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acccorate anacoTiplatep,a (
c..:.>
the y I ;knowledge:
tit
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Elm SION AND SEDIMENTATION CONTROL FACILITIB S INSPECTED: (At lent once ]twlc% if oa 303(d) listed a cream for construction related parameters+)
^ aper,ehaeeh endm•desOrwitbin24h. btaafAralnta0o10 inches per24hours)
e rr ,, t i �t+ t c
Nay_ w �'��� y •71 a ff . 6 4 r� ts`
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OBSI MVA77ONSOFRUNOFF'ATSTORMWATMDISCH LARGE OUTFALLSh(At least once Itydes,Itan303(d)fle tied ecreomfor conatructonrelated parameters
y)
Clarl ly: Cho= the number which best describes the clarity of tka , ischarge where 1 is deer and 10-Is very cloudy
Float ingliolids: Choose the Dumber which Lost deytribesthe amr wntofiloringsolids inthe discharge whuellsno.solldsan d10the surface, iswvuedInBoiling solids
Susp ended Solids: Choate the nombu which but describes them moual of suspended solids In the dlwl*gc where I is no.tdi. ds and 10 is exherady muddy
Oils 3iw: Is there an oil sheen In the stormviolu discharge? Y c a N
* W. 1(d) listed Areams for wnauudlon related puametera-7hs 1 latest approved 031 may be obtained from theDivtsloo of Wai ter Quabty, or Flom die following webaite focation:
hn p:7i2o:rnrstafene.aa/ruleawr ucr1an303d
STORMWAUR1NS'PRCTION9V )RGENERALP.. (RTNCG0I0000-1ANDDtMR BINGACTIVITMS
PROJE(-
MCIMT ORING F01t IZIAs
RA1NVI ILL,
p tf Kf Q t k N Apr ,µ v 1 'By this elgnature, I certify (I la accordance Mtn Part a
v " rfl w 0 e S �t n 7 Section B,10 of Ike NCGO100 W,perndq that this report
s ... ,r rj it ; ...., etatrele.andmrpplete to G,,. .:.1-s best oLmy, knowledge:
r,
f anrno[Pe )r:~> c�es1g7
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OBSEB
DN AND SEDIMENTATION CONTROL FACILITIES INSPECTED: (At leastonce (Twice, If on 303(d) listed et ream For construction related paramelensal
.Mear':en ralerdarda :nr wltldn 7d Nr hnro nPa rainfall nP0.5lnrl,aa a,�296n„rot
E7�1A1
�
NATIQNS OFRUNOWAT STORMWATffitDISCRA aGR OUTFALLS: (Atleasl one [toles, if an 303(d) Ilse tedstream for construction related parareters e]
Clarity: Choose the Dumb" which best describes the redly of.lae d Hscha p where I Is clear and 10 it very cloudy
FloaWy ;'Solids: Choose the number which bestdescribes the emou nt of Rooting solids in the discharge whale 1 Is no solids eon 110 the aarfece Is covered in floating solids
Suspem ded $olids: Choose the number which best describes the am oust of mapeaded solids In the Mchmge wheat 1 Is oe solk Is pod 10 is extremely muddy
Oil She ea: Is there an of anew in the, stormwater discharge? Y of N
303.(d f) listed streams lot construotioar'rleted parameters —The It feet approved list May be obtelnedfrom Iho Division of Wao erQuality, or from the following web siie location:
http.;/(h2omv.srareneru/ru/crosirartian303d '

Monthly Erosion Control Inspection Report #13
for
Sequoyah National Golf Club
Jackson County Permit#: 07-164
April 30, 2009
CAR
o(�//�
p LESS/p. y%
031106
,�9+Fs EGINS.
- Prepared By -
architecture • planning - interior design
P.O. Box 2309
1655 Acquoni Road
Cherokee, NC 28719
[phone]
Fax:[phone]
Table of Contents
1.0 Introduction............................................................................................................. 3
2.0 Erosion ControlInstallation................................................................................... 3
3.0 Construction Progress.............................................................................................3
3.1 Plan Revisions................................................................................................. 3
3.2 Stabilized Areas............................................................................................... 3
4.0 Site Operation.......................................................................................................... 3
4.1 Erosion Control Measures.-- Revisions........................................................... 3
4.2 Erosion Control Measures-- Previous Inspections ......................................... 3
4.3 Erosion Control Measures -- Current Inspection ............................................. 4
4.4 General Housekeeping..................................................................................... 5
4.5 Weekly Stormwater Inspection Forms............................................................ 5
5.0 Appendix
HA 9 6059.0 Monthly EC Inspection Report #13
5
Page 2

1.0 Introduction
This inspection was performed at the Sequoyah National Golf Club site by Jim Whitbeck, PE, on
April 23, 2009. Bill Humphrey, site superintendent for Landscapes Unlimited, the contractor for
the site, accompanied Mr. Whitbeck during the inspection. Robbie Shelton and Randy Rogers
from Jackson County participated in the review of holes 7, 8, and 9.
A monthly inspection under supervision of a Professional Engineer is required by the Jackson
County Sediment Control Ordinance because the disturbed area at the site is greater than 5 acres.
The Jackson County permit number for this site is 07-164.
Robbie suggested that a final close-out inspection could be performed in May which would serve
as the final required monthly inspection.
2.0 Erosion Control Installation
All of the erosion control measures have been installed at the site.
Measures have been removed in a few areas where the drainage area has been stabilized
3.0 Construction Progress
Mass grading has been completed. Only minor repairs of rills and washouts remain.
3.1 Plan Revisions
No plan revisions have been issued since the last report.
3.2 Stahilized Areas
All playing surfaces have been seeded and mulched. There are still numerous small unvegetated
areas and slopes as well as some rills. These areas are being repaired and hydroseeded or matted.
4.0 Site Operation
A discussion of the operation and maintenance activities at the site follows.
4.1 Erosion Control Measures —Revisions
No revisions have been made to the EC measures since the last report.
4.2 Erosion Control Measures — Previous Inspections
Items which have been noted in previous inspections are listed below.
HA # 6059.0 Monthly EC Inspection Report 413 Page 3
❑ #4 fairway
• The silt fence needed cleaning out and repair at one location just across the creek from
the 94 tee.
• This item was not checked during This inspection. It will be checked during afuture visit.
❑ 99 fairway and tee
• This area had experienced several failures of the silt fence. The second row of silt fence
which Randy Rogers with Jackson County had recommended has been installed.
• The silt fence experienced several blowouts during recent heavy rains. See the following
section for more details.
❑ 417 fairway and green
• The silt fence along the fairway has been cleaned and repaired.
• Silt fence around the green is near 1/2 full and needs to be cleaned out.
❑ clubhouse area (per design)
• A row of silt fence had been installed at the toe of the slope. The silt fence appears to be
effective.
• The slope has been seeded and is partially vegetated.
❑ entry drive
• This area exhibited the potential for erosion during previous inspections.
• A second row of silt fence has been installed at the bottom of the drive.
• Matting and rip rap check dams were being installed along the ditches.
• Randy recommended seeding a few areas in the woods at the bottom of the drive to
prevent escape of sediment.
❑ driving range (# 19)
• The installation of silt fence inlet protection was recommended due to the large amount
of earth exposed in this area. These were not in place at the time of the inspection. Bill
stated that they had been knocked down during seeding operations.
❑ various locations
• There are still numerous locations with isolated bare spots and rills. These areas are
being repaired as allowed by the weather.
4.3 Erosion Control Measures — Current Inspection
❑ #8 and 9
• There were several areas along 49 where the silt fence has blown out.
• Inlet protection has been damaged at 48 tee.
• There were significant deposits of silt in Crooked Creek, in one location in the wetlands
along #8, and in P5 and the wetlands near its outfall into Crooked Creek.
• Robbie recognized that some of this sediment had likely settled out in the pool formed
behind the beaver dam, which has blown out. However, he feels it is significant enough
to be reported to NC DENR.
HA # 6059.0 Monthly EC Inspection Report 913 Page 4

• He will submit his report to NC DENR. They will forward information to the Eastern
Band of Cherokee Indians, the party with financial responsibility for the site. He does
not expect any fines, but he does believe that a stream restoration consultant will be
required to develop a remedial plan.
❑ #19 (driving range)
• Silt fence is down in one area at the proposed parking.
• Silt fence is needed along the rock retaining wall.
4.4 General Housekeeping
The site was generally neat and tidy with no unusual litter or other debris.
4.5 Weekly Stormwater Inspection Forms
Bill provided copies of his weekly Stonnwater Inspection Forms for the weeks beginning March
30, 2009, to April 20, 2009. (See Appendix).
No bypasses, excessive sediment in runoff, or other unusual events were reported during this time
period.
5.0 Appendix
• Weekly Stormwater Inspection Forms
HA # 6059.0 Monthly EC Inspection Report 913 Page 5
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EROSION AND SEDIMENTATION CONTROL FACILITIES INSPECTED: tar imeonce imce, tr on 303(d) listed stream for c»astravi lou related parameters";]
' rwinndn.•Awv. Flr with}n 1.d hn„ra of w ratnrntl of t1.5 f,rnww nnr?.d hmwel
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OBSERVATIOitid OMUNOFFAT b r0l;,M 3'.ATER DISCHARGE OEJTFALIS: (At least once (twica,if un'S03(d) listed ettEain for cohstructlou related.paromaters • j
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FloaOngSolids: Choose the ntunbor which best describ"a mnoart•of floating solids in the discharge where I is nosolids and 10 the surface Is cevrred.ir) fluaring solids -
Suspendad Solids: Choose the number which best describes the amount of suapmded solids In the dischdrge where 1 is ro sallda eud TO (r exttemcly muddy
oil Shan: Is there an oil shun in Oro stormwarer diwcbarge7 Y or N
303(d) listed streams tar caastrucdon tclatedptuameters -The latest ap`ptttoed Ins[ mdy' bo obtarbed tiobt thb Division of W atcr Quality, or from the following weballc locatiom•
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:ieddon B,10 otlha.NCG010060,permit) that tbte t,.parl is
accurate and complete to the t of my kngtvledeo:
• 4 lgnoture otYe We of De. • n. �s)•�
E ROS_IONAB'mI97EA_frA$!CY'YetJFk"dOTFACH[TIESIN5PE{TFJL(Atleaht.:t!ar(da.feu,Mon'sb3(d)listedstteamiarrnflsctvclion'rtdnted'phramatarsfj
ter abven calendar dovs Or within 24 hoofs of a rainfall of 05 ldetisa per 24 hose)
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Satperded Solldi: CSmh'rolha 6ambwhich be_ sdcsclibes cite.+: )emtmisutvondgd solids in do dischstgo where I is no setids.nttd' 1gLtextremaly mud (; _y
i J11S1reea hdmrdidoi}:Bbrag3c}btr+•*nrrder:;4isharga7 YorV
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STORMWATER 1W. kMONS FOR GlL*IBIWISPROJELTr
lIT NGG41444) m•LAND DI3TURBlIvi: nCIYVITII S
MONITORING80R — W 4iCBEGINNBVCst_`�,: �_ '
IWINFALLt '
ak'pAry�i'J�"� � � �� F) �� of 4. up @Sits Atghatilre, i certltg (fn wccordancewitL rar,]:4:t
5erttan B, 10 of the NCGO10000permloVtor IBW report Is '
oceurotseud.campleto.tothebestof yknowledge: '
E ROSI0IV A.n: i,4BIIIMENTATION ::IlitrROL FACILITIBS INSPECTED: int tEdst once [tested lydo 703(d} ttted stroam fee confite=yoarolaied parameters",]
I .� , . . -.. , •. � sati y x ondro�r as � r within � of OSInch ]A _ per 1 s dr hours)
OBSERVATIONS OF RUNOFF AT SWIM.S"WIM. VATER DISCHARGE OUTFALM (At least once [twicb,if un
listed srrBamlor cdtrstruetion related paxargetem sj
Claris<. Cltonpo 0w :umiar tvnlcfi Gcst dererll>ia.the clarity of.tho rliachargo whans 1 is Gear and 10 s very cloudy'
Boa6nr 8nlids; _no;:Adre vnw a .Wchbcst doscribm tho amount of tioadng solids in the disebar(Se where ' 1i no acl(ds and 10 the surface Is covemi. %J'loating solid?,
Suspenaai Solt:'•.': ' Woic the 1_;;i-Av'whicb hest describes the.emount of hu=ndeli solids In tho discharge ,hism I Is no solids ind 10 is errrdmciy muddy
Oil Sheen::-Aerkn oil heiAIn the stormwater dlsrharge7 Y or N
?03(d) i)stcd stream. forgonahuulon rcl: tad parameters —The latest appre4ed I2st mdy be obta b88 tro n the ion of Water Quality, , r. koo the tellowing webeitc vocation:
' hup;%lh2aenr,amte,nr usrsu/canatrucrton3(13d '
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ZENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON I)ELIVERY
■ Complete items 1, 2, and 3. Also complete A. Signature [3 Agent
item 4' if Restricted Delivery is desired. X ❑ Addres'
■ Print your name and address on the -reverse
so that.we can r - o the_card.t�,vo' i-� T__ _ _ ._-- - - _ ,i C Da�of.Deliv
rNorth_Carolina Department ofi ^
Environment ani"ahResources, , ❑ Yes
• ^ --ess,differentfrom item 1?
i -=Diwsion f Water Qu litya , ❑ No
S r�ce�tWat_er __ faction Se ,ion'=1ive� address below:
NCDENR 2090 ULS. Higl7iWay 70, Swannanoa, NC_28778 - MAR _ 3 2010
11 1i if7lI
'
Ms. Annette Tarnawskly, -Registered Agent;
SequoyatrNatieaal-G'olf Cl 4,_Lc
- =
P.O. Box 455 C�Ctrfled Mail ❑ Ex ss MP�h719
Cherokee, NC 28719 C� Q egistered Retum Riycetptfo ar
,Ss• ZFL_n [Qlnsbred Mail C.O.D.
4J i esirjjcted Delivery? (Extra Fee) ❑ �'eS
70101117 1149 01 11 oo a4 05 8I Noun av'o - oc o a o s
Dc c_ Qs111 iz.h n, 9nna rinmce+in Rc4n n
1ngFas.02-NI-154C

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UNITED STATES
#' S al:.
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2: 2 F
Fder e print your name, address, and, ZI ' 4 in thi o x • k,
� �z SUSAN WILSON, t`j J
NCDENR-DWQ-SWP.' Val
2090 U.S. HIGHWAY 70 1J
SWANNANOA NC 28178

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� y
DEC 18 2009
,����.`� x 4'rv•,. Jacks
E�
n County
E `osion Control
WATER QUALITY SECTION �..
ASHEVILLE REG'ONAL OFFICE 4O Grindstaff Cove Road Suite 254
;;._,, . gwSylva,';NC 28779 Phone [phone]
-631-2262
NOTICE OF VIOLATION OF THE
SEDIMENTATION POLLUTION CONTROL ACT
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
BE
December 16, 2009
Michael Wilson
PO Box 244
Glenville, NC 28736
�ort�r� ,�l�r�a.�,� Day. �e: ,I �t�r`���• �+ � ', '�
�� VJ� y®N ►�� 5 M�� /
fleP�l�rr✓ ��5 rio
N,,AZ; , 551.E 5
Project: PIN # 7544-78-2200
Dear: Sirs
On 12-09-2009 personnel of this office inspected your project located on Pine Creek,
Jackson County, North Carolina. This inspection was performed to determine compliance
with the North Carolina Sedimentation Pollution Control Act of 1973.
It is our understanding that you and/or your firm are responsible for this land -disturbing
activity. The purpose of this letter is to inform you that this activity was found to be in
violation of the Act and the Jackson County Sediment Control Ordinance. If you feel that
you are not responsible for the following violations, please notify this office immediately.
The violations that were found are:
Failure to file an acceptable erosion and sedimentation control plan with this
office at least 30 days prior to beginning a land -disturbing activity on a tract
comprising more than one half acre, when more than one half acre is to be
uncovered; failure to secure this office's prior approval of the plan for any
land -disturbing prior to beginning the land -disturbing activity. Jackson
County Sediment Ordinance -Article 400-Section 401(A)(B).
An acceptable erosion and sedimentation control plan must be filed with and
approved by this office and implemented on the site sufficient to prevent off -
site sedimentation. Until the required plan has been approved, temporary
measures must be provided immediately to control erosion and prevent

sedimentation damage. Any additional land -disturbing activities conducted
without an approved erosion and sedimentation control plan will constitute
additional violations of the Act. We will notify you following our review of
the plan if additional measures are required.
3 . Failure to conduct a land -disturbing activity in accordance with the
provisions of an acceptable erosion and sedimentation control plan. Jackson
County Sediment Ordinance -Article 1300-Section 1301(A).
C. Failure to file an acceptable revised plan after being notified of the need to do
so. Jackson County Sediment Ordinance -Article 400-Section 401(C).
Failure on a tract of more than one half acre, when more than one half acre is
uncovered, to provide ground cover sufficient to restrain erosion on such
exposed areas within 10 calendar days, after completion of any phase of
construction or grading. Article 800: Section 801 (2)
E. Failure on a tract of more than one half acre, when more than one half acre is
uncovered in a HQW Zone, to provide a permanent ground cover sufficient
to restrain erosion on such exposed areas within 15 working days or 60
calendar days, whichever is the shorter, after completion of construction or
development. Jackson County Sediment Ordinance -Article 900-Section
901(B)(5). Over 15 working days[60 calendar days] have passed and a
ground cover sufficient to restrain erosion has not been established.
JIM Failure on a tract of more than one half acre, when more than one half acre is
uncovered, to install sedimentation and erosion control devices sufficient to
retain the sediment generated by the land -disturbing activity within the
boundaries of the tract during construction upon and development of the
tract. Jackson County Sediment Ordinance -Article 800-Section 801(3).
[No] [Insufficient] sedimentation and erosion control devices or structures
have been installed to retain sediment within the boundaries of the tract under
development.
Failure to take all reasonable measures to protect all public and private
property from damage by such land -disturbing activities. Jackson County
Sediment Control Ordinance -Article 600-Section 601. Offsite damage has
occurred due to sediment washing [into[stream] [creek] [and/or] onto property
owned by others.
Failure to retain along a lake or natural watercourse a buffer zone of
sufficient width to confine visible siltation by natural or artificial means
within the 25 percent of that portion of the buffer zone nearest the land -
disturbing activity. Jackson County Sediment Control Ordinance -Article
800-Section 80l(A)(1)(a). Sediment from the site has entered a [stream]
[creek] [traversing] [adjoining] the site.
Failure to provide along trout waters an undisturbed buffer zone 25 feet wide
or of sufficient width to confine visible siltation by natural or artificial means

within the 25 percent of that portion of the buffer zone nearest the land -
disturbing activity, whichever is the greater width. Jackson County Sediment
Control Ordinance -Article 800-Section 801(A)(1)(a)(c). [No buffer zone]
[An insufficient buffer zone] [A buffer zone of less than 25 feet] was
provided along an un-named tributary of Scotts Creek, Class C Trout.
J. Failure to maintain on graded slopes and fills an angle which can be retained
by vegetative cover or other adequate erosion control devices or structures.
Jackson County Sediment Control Ordinance -Article 800-Section 801(A)(2).
[A] Cut [and/or] fill slope[s] on the site are too steep to be stabilized.
Failure within 10 calendar days of completion of any phase of grading to
plant or otherwise provide exposed, graded slopes or fills with ground cover,
devices, or structures sufficient to restrain erosion. Jackson County Sediment
Control Ordinance -Article 800-Section 801(2). No [ground cover] or [erosion
control devices] or [structures] have been provided [sufficient] to restrain
erosion on site.
L. Failure to maintain satisfactorily all temporary and permanent erosion and
sedimentation control measures during the development of a site. Jackson
County Sediment Control Ordinance -Article 1100-Section 1101.
[Permanent] [And/or] [Temporary] erosion control measures and facilities
have not been adequately maintained and are not functioning as intended.
The penalty for an initial violation could be an assessment of up to $5000. A time period
for compliance is not required for enforcement of this violation pursuant to Jackson County
Sediment Control Ordinance -Article 1400- Section 1401(A)(a).
Please be advised that if you fail to respond to this, that action could be the assessment of
a civil penalty, and the amount may be up to $5000 per day for each day of the violation,
Jackson County Sediment Control Ordinance -Article 1400-Section 1401(A)(1)(a). The
penalty may be assessed from the date of your receipt of this Notice of Violation. If the
violations are corrected within the time period specified for compliance, no further legal
action will be pursued. Eu, , llan�Fc b
Please be advised that any new land -disturbing activity associated with this project
should not begin until the area presently disturbed is brought into compliance with the Act.
When corrective actions are complete, you should notify this office so that work can be
inspected. You should not assume that the property is in compliance with the Act until we
have notified you. After installation, all erosion control measures must be maintained in
proper working order until the site is completely stabilized.
We solicit your cooperation, and would like to avoid taking further enforcement action.
At the same time, it is your responsibility to understand and comply with the requirements of
the Act. Copies of the relevant statute and administrative rules may be examined at this

office or will be sent to you upon request. Should you have any questions concerning this
notice or the requirements of the Act, please contact me at your earliest convenience.
Sincerely,
Robert Shelton
Land Development Compliance Field Officer
Enclosures: Copy of Ordinance
Inspection
Attachments
Cc: Linda Cable
NCDENR - DWQ and Land Quality; US Army Corps of Engineers

JACKSON COUNTY EROSION CONTROL
401 Grindstaff Cove Road, Suite 254
Sylva, N.C. 28779
Phone: [phone]. Fax: [phone]
SEDIMENTATION INSPECTION REPORT
Project: Wilson, Michael
PIN: 7544-78-2200
Person Financially Responsible: Michael Wilson
Address: PO Box 244 Glenville, NC 28736
1.
Project Location: Concho Mtn. Rd.; Off Pine Creek Rd.
Pictures: Yes: X No: Prints: Slides: Digital: X Video:
2.
Weather and Soil Conditions: Clear, wet
3.
Is the site currently under notice of violation? Yes: No: X
4.
Is :the site in compliance with the S.P.C.A. and the rules? Yes: No: X If no, check violations
below:
5.
Violations:
b) - Failure.to follow approved plan, G.S. 113A-57(5)
c) Failure to submit revised. Elan, G.S..113A-54.10) and 15A NCAC 413.0118(a)...
h). Graded slo es and fills too stee , G.S. 113A-57(2) or 15A NCAC 4B.0124(d)
GU .,
j) ' Failure to maintain'erosion control measures, 15A NCAC 4B.0113
k Other describe :
6.
NPDES Permit Violation? Yes: X No: Unknown:
7.
Has sedimentation damage occurred since last inspection? Yes: No: First Inspection: X
If yes, mark all that apply:
Lake/natural watercourse on the tract: X Lake/natural watercourse off tract: Other
property:
Description:
Degree of damage: Slight: Moderate: X Severe:
8.
Contact made with (name): No one on site.
Inspection report given: or sent: X to person financially responsible.
Dategiven/sent: 12/16/09.
9.
Corrective actions needed: a e
10. Comments: The necessary Erosion Control and Land Development permits have not been applied
for on this property. To discuss further, please call my cell phone ASAP at 828-226-9167, or our
Cashiers office number at 828-745-6852. Robby Shelton may be contacted at the Sylva office at
828-631-2256. There also exist state and federal violations.
Report By: Steve Beasley Others resent: No one on site.
Date of Inspection: 12/09/09 Time of Inspection: 10:30 am
Cc: NCDENR-Division of Land Quality, Division of Water Quality
US Army Corpof Engineers

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JACKSON COUNTY EROSION CONTROL -
401 Grindstaff Cove Road, Suite 254
Sylva, N.C. 28779
Phone: [phone] Fax: [phone]
1•
SEDIMENTATION INSPECTION REPC
'D
in I NOV - 3 2009
WATER QUALITY SECTION
ASF'EVILLE REGIONAL OFFICE
Project: Sugar Cove .._...
Project #: 7596-53-5578
Person Financially Responsible: Sugar Cove Properties, LLC
Address: PO Box 1258 Highlands, NC 28741
1.
Project Location: Bear Lake
Pictures: Yes: X No: Prints: Slides: Digital: X Video:
2.
Weather and Soil Conditions: P Cloudy Dam
3.
Is the site currently under notice of violation? Yes: No: X
4.
Is the site in compliance with the S.P.C.A. and the rules? Yes: No: X If no, check violations
below:
5.
a) No approved plan, G.S. 113A-57(4) and 15A NCAC 4B.0107(c)
b) Failure to follow approved plan, G.S. 113A-57(5)
c) Failure to submit revised plan, G.S. 113A-54.1(b) and 15A NCAC 4B.0118(a)
d Failure to provide adequate groundcover, G.S. 113A-57(3) and 15A NCAC 4B.0107 or 15A
NCAC 4B0124(e)
e) Insufficient measures to retain sediment on site, G.S. 113A-57(3)
f) Failure to take all reasonable measures, 15A NCAC 4B.0105
g) Inadequate buffer zone, G.S. 113A-57(1)
h) Graded slopes and fills too steep, G.S. 113A-57(2) or 15A NCAC 4B.0124(d)
i) Unprotected exposed slopes, G.S. 113A-57(2)
Failure to maintain erosion control measures, 15A NCAC 4B.0113
6.
NPDES Permit Violation? Yes: No: X Unknown:
7.
Has sedimentation damage occurred since last inspection? Yes: X No: First Inspection:
If yes, mark all that apply:
Lake/natural watercourse on the tract: Lake/natural watercourse off tract: X
Other property:
Description:
Degree of damage: Slight: X Moderate: Severe:
8.
Contact made with (name): Lisa Leatherman Title: Lake Manager, Nantahala Area -Duke Energy
Inspection report given: or sent: X to person financially responsible.
Date iven/sent•
9.
Correctly install "sea wall' to required specifications.
10.
t Toured Bear Lake with Lisa Leatherman and Kelvin Reagan, Senior Lake Rep., both
with Duke Energy. Noted failing sea-wall constructed on Duke's property. Permit to construct issued
to David and Sherry Sims. Proper construction of wall would have included no introduction of fill to
reservoir and geo-tech material between stacked boulders and original ground, etc.
Adjacent property identification number 7596-61-8825 is also shown to be "Road and Lake Access
Area" on an unrecorded plat entitled "Dewey Parker", Lots 1,2,3,4 and 5 listed on this plat may also
be responsible for activities in this area. Watershed Protection Ordinance violations may also exist,
but have not been defined at this time.
Report By: Robert Shelton Others present: Kelvin Reagan
Date of Inspection: 10-01-09 Time of Inspection: 11:00
Attachments: Ordinance
Cc; US Army Corpof Engineers, NCDENR, Sugar Cove Subdivision, Lots 1 thru 5, Duke Energy

SEDIMENTATION INSPECTION'REPORT=
Project:
Project No.
Financially Responsible
Address:
Jackson County Erosion Control
401 Grindstaff Cove Road, Suite 254�)
Sylva, N.C. 28779 (828)-631-226I�,�
OCT 1 9 2009
e
I
07-141
Robert Gentes & Bruce McClenithan V` t" °`
nC,1_1 111 1 r ❑G�^ r.AI (l,--F- F
298 Timbuktu Rd, Sylva, NC 28779
1. Project Location: Off 441 to Gay Rd.-a;.....,,�
Pictures Yes No X
2. Weather and Soil Condition: Cloudy with Rain
3. Is this site currently under
notice of violation? Yes No X
4. Is the site in compliance
with the S.P.C.A. and the rules? Yes No X If no, check violations below:
_ ................ -..................._.-............_...._....W_.....................�......._.....,...._..-.._._.._
5. Violations:
a. No Approved Plan, G.S. 113A-57(4) and 15A NCAC 4B.107( c)
b. X Failure to follow approved plan, G.S. 113A-57(5)
c. Failure to submit revised plan,G.S. 113A-54.1( b)and 15A NCAC 413.0118( a)
d. X Failure to provide adequate groundcover, G.S. 1 13A-57(3) and 15A NCAC 413.0107 or 15A NCAC 46.0124(e)
e. X Insufficient measures to retain sediment on site, G.S. 113A-57(3)
f. X Failure to take all reasonable measures 15A NCAC 46.0105
g. Inadequate buffer zone, G.S. 113A-57(1)
h. Graded slopes and fills too steep, G.S. 113A-57 (2) or 15A NCAC 4B.0124(d)
i. X Unprotected exposed slopes, G.S. 113A-57(2)
j. X Failure to maintain erosion control measures, 15A NCAC 413.0113
k. Other (describe)
6. NPDES Permit Violations: Yes X No Unknown
Reason:
7. Has sedimentation damage occurred:
since last inspection? ........................................,,,,,,...................,....,.............._.Yes...........,.,.,........,,..........No„First Ins,pection..
0
If yes, check all that apply:
Lake/natural watercourse on the tract:
Lake/natural watercourse off the tract: X
.. ....................................................
Other Property: _..._.. _... .-...........................
Describe: Sediment is traveling down slope and into Savannan_Creek.�_ _ _ _„
Degree of Damage. ....,.--_Sli.ht. _Moderate Severe
8. Contact made with (name) No one on site
Title:
Inspection Report: Given Sent to person financially responsible
............-............ , ....... ........... ..,.,
Date Report Given or Sent Wednesday, October 14, 2009
9. Corrective actions needed:
Install all erosion control measures as per approved plan. Seed all bare ground including cut and fill slopes and
house pads, gravel all roads. Install rip rap at culvert outlets. Clean and rebuild all existing erosion control
measures. No rain gauge or NPDES reports found on site.
10. Comments:
Several road beds are bare with no gravel or vegetation. Sediment ponds are full of sediment. No maintenance
appears to have been done for several months.
Report By:
Date of Inspection:
cc:
Richard Powell Others present:
14-Oct-09 Time of Inspection:
NCDWQ
1:00 PM

AN* _
Project:
Project No.
Financially Responsible:
Address:
SEDIMENTATION INSPECTION REPORT-I-ra _ _
Jackson County Erosion Control I� fl r
401 Grindstaff Cove Road, Suite 254 II r.
Sylva, N.C. 28779 (828)-631-2261 l) OCT 2 7 2009�
The Villages Commercial/ Phase 2 j
08-132 Pin# 7642-81-2022 I F� �r,l-1TY SSG ;Oil
James Vanerwoude
1281 Georgia Road, Franklin, N.C. 28734
1. Project Location: Sylva
Pictures Yes No X
..... _,_.........................._................_.............._.._,......_. - . ................
2. Weather and Soil Condition: Partly Cloudy & Damp
3. Is this site currently under.
notice of violation? Yes X No
.............. ........ __.........._..........._.........
......_._........._...._,�.,...............
4. Is the site in compliance
with the S.P.C.A. and the rules? Yes No X If no, check violations below:
5. Violations:
a. No Approved Plan, G.S. 113A757(4) and 15A NCAC 413.107( c)
b. X Failure to follow approved plan, G.S. 113A-57(5)
C. Failure to submit revised plan,G.S. 113A-54.1( b)and 15A NCAC 46.0118( a)
d. X Failure to provide adequate groundcover, G.S.113A-57(3) and 15A NCAC 46.0107 or 15A NCAC 4B.0124(e)
e. X Insufficient measures to retain sediment on site, G.S. 113A-57(3)
f. X Failure to take all reasonable measures 15A NCAC 46.0105
g. X Inadequate buffer zone, G.S. 113A-57(1)
h. X Graded slopes and fills too steep, G.S. 113A-57 (2) or 15A NCAC 4B.0124(d)
i. X Unprotected exposed slopes, G.S. 113A-57(2)
ji. X Failure to maintain erosion control measures, 15A NCAC 413.0113
k. Other (describe)
6. NPDES Permit Violations: Yes X No Unknown
Reason: ' No rain gauge or reports on site
.............,.:...............:..........._.................-.__.......,:.., ..........................................,................,......................................._............._........................
7. Has sedimentation damage occurred:
since last inspection? Yes .NoO First Inspection
If yes, check all that apply:
Lake/natural watercourse on the tract:
-1.1.... .�......
_.______
Lake/natural watercourse off the tract:
Other Property: _ - ...
Describe: Sediment is flowing into slope drain and into state road ditch line.
Degree of Damage_ Slight Moderate Severe
8. Contact made with (name) L.C. Jones by phone and other workers on site.
Title:
9.
Inspection Report:__ _ .......- _ Given Sent X to person financially responsible
Date Report Given or Sent Thursday, October 22, 2009
Corrective actions needed:
Install all erosion control measures as shown on approved plan by Cetech Associates, P.A.. Finalize grading
throughout site. Place all bare ground not actively being graded under ground cover, fertilize and mulch all poor
growth areas. Repair all slide areas and regrade slopes to an angle which will prevent future slides and allow for
the growth of vegetation.
10. Comments:
Existing erosion control measures recently installed have not been constructed as shown on the approved erosion
control plan. All measures shown on plan must be installed. All bare ground must be seeded, fertilized, and
mulched to prevent -washing. Recent seeding of the site has produced only a small amount of poor growth
vegetation, site will require additional seeding with fertilize and matting to produce enough ground cover to be in
compliance. No NPDES reports or rain gauge were found on site. Please note to avoid fines, site must be in
compliance by Compliance Date of October 30, 2009 as noted on Notice of Violation issued on September 24,
2009.
Report By: Richard Powell Others present:
Date of Inspection: 22-Oct-09 Time of Inspection: 8:00 AM
cc: NCDENR -DWQ,

Project:
Project No.
Financially Responsible:
Address:
SEDIMENTATION INSPECTION DEPORT
Jackson County Erosion Control
401 Grindstaff Cove Road, Suite 25
Sylva, N.C. 28779 (828)-631-226
The Villages Commercial/ Phase 2
08-132 Pin# 7642-81-2022
James Vanerwoude
1281 Georoia Road. Franklin. N.C. 28734
777
PTD,
I
�
OCT 19 2009
VVATER QUALITY SECTION
ASH IPVILLE REGIONAL OFFICE
1. Project Location: S Iva
Pictures Yes No X
._._.._.__............._......___....._..__ _.................-.__....._.
2. Weather and Soil Condition: Cloudy & Damp
3. Is this site currently under
notice of violation? Yes X No
_........_..._................._............._...._ ___m._..�...._.._........._..__.....
4. Is the site in compliance
with the S.P.C.A. and the rules? Yes NoIf no, check violations below:
.,,..,, .......................... ..................._......................................_...........,..,........,.
5. Violations:
a. No Approved Plan, G.S. 113A-57(4) and 15A NCAC 4B.107(c)
b. X Failure to follow approved plan, G.S. 113A-57(5)
C. Failure to submit revised plan,G.S. 113A-54.1( band 15A NCAC 413.0118( a)
d. X Failure to provide adequate groundcover, G.S.113A-57(3) and 15A NCAC 4B.0107 or 15A NCAC 4B.0124(e)
e. X Insufficient measures to retain sediment on site, G.S. 113A-57(3)
f. X Failure to take all reasonable measures 15A NCAC 4B.0105
g. X Inadequate buffer zone, G.S. 113A-57(1)
h. X Graded slopes and fills too steep, G.S. 113A-57 (2) or 15A NCAC 4B.0124(d)
L X Unprotected exposed slopes, G.S. 113A-57(2)
j. N Failure to maintain erosion control measures, 15A NCAC 4B.0113
k.Other (describe)
6. NPDES Permit Violations: Yes X NUnknown
................_.._._.......o .......-..............
Reason: No rain gauge or reports on site
_._._.._.....-._.................._-_ ... ..._._._ .......--_.. _... _ _.._,......_........................... .............. ............._.._-. _...._..........
7. Has sedimentation damage occurred:
since last inspection?_ Yes No, First Inspection
If yes, check all that apply:
Lake/natural watercourse on the tract: X
Lake/natural watercourse off the tract: X
Other Property:
Describe: Sediment is flowing small stream on property and down stream off property
............_....._................................._....-. ............................ _.
Degree of Damage: _ Sli�ht� _Moderate Severe
8. Contact made with (name) No one on site
Title:
Inspection Report: Given ­11. §22t.1 X to person financially responsible
Date Report Given or Sent Thursday, October 15, 2009
9. Corrective actions needed:
Install all erosion control measures as shown on approved plan by Cetech Associates, P.A.. Finalize grading
throughout site. Place all bare ground not actively being graded under ground cover, fertilize and mulch all poor
growth areas. Repair all slide areas and regrade slopes to an angle which will prevent future slides and allow for
the growth of vegetation.
10. Comments:
All erosion control measures and sediment traps as shown on the approved plan have not been installed. All bare
ground must be seeded, fertilized, and mulched to prevent washing. Recent seeding of the site has produced only
a small amount of poor growth vegetation, site will require additional seeding with fertilize and matting to produce
enough ground cover to be in compliance. No NPDES reports or rain gauge were found on site. Mud mat has
been installed. Please be advised failure to bring site into compliance with Jackson County Sediment Control
Ordinance by the Compliance Date of October 30, 2009 as noted on Notice of Violation issued on September 24,
2009 will result in assessment of Fines and Civil Penalties.
Report By: Richard Powell Others present:
Date of Inspection: 15-Oct-09 Time of Inspection: 8:00 AM
cc: NCDENR -DWQ,

JACKSON COUNTY PLANNING OFFICE
401 Grindstaff Cove Road
Suite A-258
Sylva, NC 28779
[e-mail]
Mountain River of Cullowhee
Utilities and Road Work
PO Box 2452
Cullowhee, NC 28723
(828-226-9499)
l� N C.
LETTER OF
Linda Cable, Director
lindasableQa jacksonnc.org
: 4 , Phone ( .28) 631 2261
u FAX [phone]
S
APPRO
10-2-MU9
E D
OCT - 9 2009
WATER QUALITY SECTION
V ASHEVILLE REGIONAL OFFICE
This office has reviewed the erosion and sedimentation control plan submitted for the project listed
below. We find the plan to be acceptable and hereby issue this letter of approval with modifications
and/or performance reservations. This approval is conditioned upon the incorporation or addition of
these items to the plan. Please be advised that Article 500 of the Jackson County Sediment Control
Ordinance requires that a copy of the approved soil erosion control plan be on file at the job site.
Also, you should consider this letter to give the notice of our right of periodic inspection to ensure
compliance with the approved plan. This plan approval shall expire (3) years following the date of
approval, if no land -disturbing activity has been undertaken, as is required by the Ordinance.
The Sedimentation Pollution Control Program is a performance -oriented program requiring protection of
the natural resources and adjoining properties. If, following commencement of this project, it is
determined that the plan is in to meet the requirements of the Ordinance, this office may require
revisions to the plan and implementation of the revisions to ensure compliance with this Ordinance.
Acceptance and approval of this plan is conditioned upon your compliance with federal and state water
quality laws, regulations, and rules. This permit does not supersede any other permit or approval.
Please be aware that since more than one acre is to be disturbed by this project, the enclosed general
storm water permit NCGOI000 (Construction Activities) willcover you You shouldfirst become familiar
with all of the requirements for compliance with the enclosed general permit
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form which you have provided. You are requested to file an amended form
if there is any change in the information included on the form. In addition, it would be helpful if you
notify this office of the proposed starting date for this project. Your cooperation is appreciated.
Si 7,V%/,�
Robert Shelton
Code Compliance Field Supervisor
Cc: Lofquist & Associates, Inc.
NCDENR Divisio of=WateA- -walith
Division of Land Quality
Subdivision Development Administration - Land Use Ordinance Administration - Erosion & Sediment

. ' Jackson County
Erosion Control
Ju`CA I * ` 401 Grindstaff Cove Road Suite 254
Sylva, NC 28779 Phone [phone]
Fax:[phone]
•i, y rr a -.. a —ra ,r r. r r
' � 4r Ltr �.D_?•: N^ ... Yri �,1�,••.'A a_P •••.• nn .
NOTICE OF VIOLATION OF TH
SEDIMENTATION POLLUTION CONTR �
t W EiD
� I
S. 9 e
c 4�•.
CERTIFIED MAIL SEP 29 2009
RETURN RECEIPT REQUESTED
September 242009�'
WATER QUALITY SECTION
,
ASHEVILLE REGIONAL OFFICE
FF
The Villages Phase II Project:
c/o James Vanderwoude
1281 Georgia Road
Franklin, NC 28734
Copii�rc�� ��i��o'®et�berr:3d�g 20QD_I
Dear: Sirs
On 9-21-2009 personnel of this office inspected your project located on US 23 Business,
Sylva, Jackson County, North Carolina. This inspection was performed to determine
compliance with the North Carolina Sedimentation Pollution Control Act of 1973.
It is our understanding that you and/or your firm are responsible for this land -disturbing
activity. The purpose of this letter is to inform you that this activity was found to be in
violation of the Act and the Jackson County Sediment Control Ordinance. If you feel that
you are not responsible for the following violations, please notify this office immediately.
The violations that were found are:
A. Failure to file an acceptable erosion and sedimentation control plan with this
office at least 30 days prior to beginning a land -disturbing activity on a tract
comprising more than one half acre, when more than one half acre is to be
uncovered; failure to secure this office's prior approval of the plan for any
land -disturbing prior to beginning the land -disturbing activity. Jackson
County Sediment Ordinance -Article 400-Section 401(A)(B).
An acceptable erosion and sedimentation control plan must be filed with and
approved by this office and implemented on the site sufficient to prevent off -
site sedimentation. Until the required plan has been approved, temporary
measures must be provided immediately to control erosion and prevent

sedimentation damage. Any additional land -disturbing activities conducted
without an approved erosion and sedimentation control plan will constitute
additional violations of the Act. We will notify you following our review of
the plan if additional measures are required.
B, Failure to conduct a land -disturbing activity in accordance with the
provisions of an acceptable erosion and sedimentation control plan. Jackson
County Sediment Ordinance -Article 1300-Section 1301(A).
C. Failure to file an acceptable revised plan after being notified of the need to do
so. Jackson County Sediment Ordinance -Article 400-Section 401(C).
`XX D, Failure on a tract of more than one half acre, when more than one half acre is
uncovered, to provide ground cover sufficient to restrain erosion on such
exposed areas within 10 calendar days, after completion of any phase of
construction or grading. Article 800: Section 801 (2)
E. Failure on a tract of more than one half acre, when more than one half acre is
uncovered in a HQW Zone, to provide a permanent ground cover sufficient
to restrain erosion on such exposed areas within 15 working days or 60
calendar days, whichever is the shorter, after completion of construction or
development. Jackson County Sediment Ordinance -Article 900-Section
901(B)(5). Over 15 working days[60 calendar days] have passed and a
ground cover sufficient to restrain erosion has not been established.
F. Failure on a tract of more than one half acre, when more than one half acre is
uncovered, to install sedimentation and erosion control devices sufficient to
retain the sediment generated by the land -disturbing activity within the
boundaries of the tract during construction upon and development of the
tract. Jackson County Sediment Ordinance -Article 800-Section 801(3).
[No] [Insufficient] sedimentation and erosion control devices or structures
have been installed to retain sediment within the boundaries of the tract under
development.
G; Failure to take all reasonable measures to protect all public and private
property from damage by such land -disturbing activities. Jackson County
Sediment Control Ordinance -Article 600-Section 601. Offsite damage has
occurred due to sediment washing [into [stream] [creek] [and/or] onto property
owned by others.
-.H; Failure to retain along a lake or natural watercourse a buffer zone of
sufficient width to confine visible siltation by natural or artificial means
within the 25 percent of that portion of the buffer zone nearest the land -
disturbing activity. Jackson County Sediment Control Ordinance -Article
800-Section 80l(A)(1)(a). Sediment from the site has entered a [stream]
[creek] [traversing] [adjoining] the site.
Rii= Failure to provide along trout waters an undisturbed buffer zone 25 feet wide
or of sufficient width to confine visible siltation by natural or artificial means

within the 25 percent of that portion of the buffer zone nearest the land -
disturbing activity, whichever is the greater width. Jackson County Sediment
Control Ordinance -Article 800-Section 8 0 1 (A)(1)(a)(c). [No buffer zone]
[An insufficient buffer zone] [A buffer zone of less than 25 feet] was
provided along an un-named tributary of Scotts Creek, Class C Trout.
X Failure to maintain on graded slopes and fills an angle which can be retained
by vegetative cover or other adequate erosion control devices or structures.
Jackson County Sediment Control Ordinance -Article 800-Section 801(A)(2).
[A] Cut [and/or] fill slope[s] on the site are too steep to be stabilized.
X I ; Failure within 10 calendar days of completion of any phase of grading to
plant or otherwise provide exposed, graded slopes or fills with ground cover,
devices, or structures sufficient to restrain erosion. Jackson County Sediment
Control Ordinance -Article 800-Section 801(2). No [ground cover] or [erosion
control devices] or [structures] have been provided [sufficient] to restrain
erosion on site.
X Failure to maintain satisfactorily all temporary and permanent erosion and
sedimentation control measures during the development of a site. Jackson
County Sediment Control Ordinance -Article 1100-Section 1101.
[Permanent] [And/or] [Temporary] erosion control measures and facilities
have not been adequately maintained and are not functioning as intended.
The penalty for an initial violation could be an assessment of up to $5000. A time period
for compliance is not required for enforcement of this violation pursuant to Jackson County
Sediment Control Ordinance-Article1400-Section 1401(A)(a).
Please be advised that if you fail to respond to this, that action could be the assessment of
a civil penalty, and the amount may be up to $5000 per day for each day of the violation,
Jackson County Sediment Control Ordinance -Article 1400-Section 1401(A)(1)(a). The
penalty may be assessed from the date of your receipt of this Notice of Violation. If the
violations are corrected within the time period specified for compliance, no further legal
action will be pursued. C4&a ' iice 0 6- 10 :J'41`-20
Please be advised that any new land -disturbing activity associated with this project
should not begin until the area presently disturbed is brought into compliance with the Act.
When corrective actions are complete, you should notify this office so that work can be
inspected. You should not assume that the property is in compliance with the Act until we
have notified you. After installation, all erosion control measures must be maintained in
proper working order until the site is completely stabilized.
We solicit your cooperation, and would like to avoid taking further enforcement action.
At the same time, it is your responsibility to understand and comply with the requirements of
the Act. Copies of the relevant statute and administrative rules may be examined at this

office or will be sent to you upon request. Should you have any questions concerning this
notice or the requirements of the Act, please contact me at your earliest convenience.
Sincerely,
1
Robert Shelton
Land Development Compliance Field Officer
Enclosures: Copy of Ordinance
Inspection
Attachments
Cc: Linda Cable
NCDENR - DWQ and Land Quality

r
JACKSON COUNTY EROSION CONTROL
401 Grindstaff Cove Road, Suite 254
Sylva, N.C. 28779
Phone: [phone] Fax: [phone]
SEDIMENTATION INSPECTION REPORT
Project: The Villages Commercial / Phase 11
Project #: 08-132
Person Financially Responsible: James Vanderwoude
Address: 1281 Georgia Rd Franklin, NC 28734
1.
Project ]Location: S ➢va
Pictures: Yes: X No: Prints: Slides: Digital: X Video:
2.
Weather and Soil Conditions: Rain, Wet
3.
Is the site currently under notice of violation? Yes: No: X
4.
Is the site in compliance with the S.P.C.A. and the rules? Yes: No: X If no, check violations
be➢ow:
5.
Violations:
a) No a� roved plan, G.S. 113A-57(4) and 15A NCAC 4E.0107(c)
!Xb) -Failure to follow approved,.plan, G.S-. J
c) Failure to submit revised plan, G.S. 113A-54.1(b) and 15A NCAC 4B.0118(a)
nele Fatliisre'to t-ae�aa�e`ade oats: rouova;r, G.S. Il 13A,-57 31 and 15A'1rICAC 48.0107 or .1
CAC 480124 t
e�) lnsuffieient res al _sedimeyt onisite,-G S. Il13A.57 3
rY� l±'aiGure to take all reasonable measures, 15A NC ,
g� nadegt¢ate bufifer zone,
h) G.raded slopes and fills too steep,�,�MSWA#Ai5,17(21 or 15A NCACNayprotected
e7posed slopes, G(2
jy ?Failure,to maintain.erosions®nta.®1.meastff6, 15A NCAC 4B4O113,
k) Other(describe):
6.
NPDES Permit Violation? Yes: X No: Unknown:
7.
Has sedimentation damage occurred since last inspection? Yes: X No: First Inspection:
If yes, mark all that apply:
Lake/natural watercourse on the tract: X Lake/natural watercourse off tract: X
Other property: X
Description:
Degree of damage: Slight: Moderate: X Severe:
8.
Contact made with (name): L. C. Jones (by phone) Unknown worker Title: Grading Contractor
Inspection report given: or sent: X to person financially responsible.
Dategiven/sent: 9-23-2009
9.
Corrective actions needed: Repair sediment traps. Repair slides. Clean off site sediment. Finalize
grading throughout site. Place bare areas under ground cover. Review and implement erosion
control plan.
10.
Comme»ts:jDuring major rain event, several sediment ponds and fill slopes failed causing off site
sedimentation. Request site visit by Property Owner, Grading Contractor and Design Engineer.
As per Article 500; Section 501, C of the Jackson County Sediment Control Ordinance..."if the
permit disturbs five (5) or more acres, an appropriately licensed of design professional shall conduct
timely inspections." (Monthly starting with September.) It has been brought to my attention by
Building Inspection that the rock walls at the Arnold Hill entrance needs a building permit and must
be signed of as stable by an engineer.
Report By: Robert Shelton Others present: Richard Powell
Date of Inspection: 9-21-2009 Time of Inspection: 1:30, 4:00 and 6:00
Attachments: Photos, Ordinance
Cc; NCDENR — DWQ and Land Quality, Linda Cable

144�
9
Jackson County
Erosion Control
401 Grindstaff Cove Road Suite 254
Sylva, NC 28779 Phone [phone]
Fax: [phone]
NOTICE OF VIOLATION OF THE
SEDIMENTATION POLLUTION CONTROL ACT
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
September 23, 2009
I"
Vasilious K. Christopoulos Project: 7641-63-9654
Dean V. Christopoulos 7641-73-1636
4008 14th Ave.
Bradenton, FL 34208
�C�p aance Date O���bea- 3'®; 2�09
Dear: Sirs
On 9-21-2009 personnel of this office inspected your project located on Conner Road in
Jackson County, North Carolina. This inspection was performed to determine compliance
with the North Carolina Sedimentation Pollution Control Act of 1973.
It is our understanding that you and/or your firm are responsible for this land -disturbing
activity. The purpose of this letter is to inform you that this activity was found to be in
violation of the Act and the Jackson County Sediment Control Ordinance. If you feel that
you are not responsible for the following violations, please notify this office immediately.
The violations that were found are:
A. Failure to file an acceptable erosion and sedimentation control plan with this
office at least 30 days prior to beginning a land -disturbing activity on a tract
comprising more than one half acre, when more than one half acre is to be
uncovered; failure to secure this office's prior approval of the plan for any
land -disturbing prior to beginning the land -disturbing activity. Jackson
County Sediment Ordinance -Article 400-Section 401(A)(B).
An acceptable erosion and sedimentation control plan must be filed with and
approved by this office and implemented on the site sufficient to prevent off -
site sedimentation. Until the required plan has been approved, temporary
measures must be provided immediately to control erosion and prevent

sedimentation damage. Any additional land -disturbing activities conducted
without an approved erosion and sedimentation control plan will constitute
additional violations of the Act. We will notify you following our review of
the plan if additional measures are required.
B. Failure to conduct a land -disturbing activity in accordance with the
provisions of an acceptable erosion and sedimentation control plan. Jackson
County Sediment Ordinance -Article 1300-Section 1301(A).
C. Failure to file an acceptable revised plan after being notified of the need to do
so. Jackson County Sediment Ordinance -Article 400-Section 401(C).
XD. Failure on a tract of more than one half acre, when more than one half acre is
uncovered, to provide ground cover sufficient to restrain erosion on such
exposed areas within 10 calendar days, after completion of any phase of
construction or grading. Article 800: Section 801 (2)
E. Failure on a tract of more than one half acre, when more than one half acre is
uncovered in a HQW Zone, to provide a permanent ground cover sufficient
to restrain erosion on such exposed areas within 15 working days or 60
calendar days, whichever is the shorter, after completion of construction or
development. Jackson County Sediment Ordinance -Article 900-Section
901(B)(5). Over 15 working days[60 calendar days] have passed and a
ground cover sufficient to restrain erosion has not been established.
X = F Failure on a tract of more than one half acre, when more than one half acre is
uncovered, to install sedimentation and erosion control devices sufficient to
retain the sediment generated by the land -disturbing activity within the
boundaries of the tract during construction upon and development of the
tract. Jackson County Sediment Ordinance -Article 800-Section 801(3).
[No] [Insufficient] sedimentation and erosion control devices or structures
have been installed to retain sediment within the boundaries of the tract under
development.
Failure to take all reasonable measures to protect all public and private
property from damage by such land -disturbing activities. Jackson County
Sediment Control Ordinance -Article 600-Section 601. Offsite damage has
occurred due to sediment washing [into [stream] [creek] [and/or] onto property
owned by others.
H. Failure to retain along a lake or natural watercourse a buffer zone of
sufficient width to confine visible siltation by natural or artificial means
within the 25 percent of that portion of the buffer zone nearest the land -
disturbing activity. Jackson County Sediment Control Ordinance -Article
800-Section 801(A)(1)(a). Sediment from the site has entered a [stream]
[creek] [traversing] [adjoining] the site.
I. Failure to provide along trout waters an undisturbed buffer zone 25 feet wide
or of sufficient width to confine visible siltation by natural or artificial means

within the 25 percent of that portion of the buffer zone nearest the land -
disturbing activity, whichever is the greater width. Jackson County Sediment
Control Ordinance -Article 800-Section 801(A)(1)(a)(c). [No buffer zone]
[An insufficient buffer zone] [A buffer zone of less than 25 feet] was
provided along Cope Creek, Class C Trout.
X;"J` Failure to maintain on graded slopes and fills an angle which can be retained
by vegetative cover or other adequate erosion control devices or structures.
Jackson County Sediment Control Ordinance -Article 800-Section 801(A)(2).
[A] Cut [and/or] fill slope[s] on the site are too steep to be stabilized.
r---} =X_. Failure within 10 calendar days of completion of any phase of grading to
plant or otherwise provide exposed, graded slopes or fills with ground cover,
devices, or structures sufficient to restrain erosion. Jackson County Sediment
Control Ordinance -Article 800-Section 801(2). No [ground cover] or [erosion
control devices] or [structures] have been provided [sufficient] to restrain
erosion on site.
t °�L. Failure to maintain satisfactorily all temporary and permanent erosion and
sedimentation control measures during the development of a site. Jackson
County Sediment Control Ordinance -Article I I00-Section 1101.
[Permanent] [And/or] [Temporary] erosion control measures and facilities
have not been adequately maintained and are not functioning as intended.
The penalty for an initial violation could be an assessment of up to $5000. A time period
for compliance is not required for enforcement of this violation pursuant to Jackson County
Sediment Control Ordinance-Article1400-Section 1401(A)(a).
Please be advised that if you fail to respond to this, that action could be the assessment of
a civil penalty, and the amount may be up to $5000 per day for each day of the violation,
Jackson County Sediment Control Ordinance -Article 1400-Section 1401(A)(1)(a). The
penalty may be assessed from the date of your receipt of this Notice of Violation. If the
violations are corrected within the time period specified for compliance, no further legal
action will be pursued. Compliance Date: 10-30-2009
Please be advised that any new land -disturbing activity associated with this project
should not begin until the area presently disturbed is brought into compliance with the Act.
When corrective actions are complete, you should notify this office so that work can be
inspected. You should not assume that the property is in compliance with the Act until we
have notified you. After installation, all erosion control measures must be maintained in
proper working order until the site is completely stabilized.
We solicit your cooperation, and would like to avoid taking further enforcement action.
At the same time, it is your responsibility to understand and comply with the requirements of
the Act. Copies of the relevant statute and administrative rules may be examined at this

office or will be sent to you upon request. Should you have any questions concerning this
notice or the requirements of the Act, please contact me at your earliest convenience.
Robert Shelton
Land Development Compliance Field Officer
Enclosures: Copy of Ordinance
Inspection
Attachments
Cc: Linda Cable
NCDENR DWQ

ti =
JACKSON COUNTY EROSION CONTROL
401 Grindstaff Cove Road, Suite 254
Sylva, N.C. 28779
Phone: [phone] Fax: [phone]
SEDIMENTATION INSPECTION REPORT
Project: Christopoulos
Project #:7614-63-9654 / 7641-73-1636
Person Financially Responsible: Vasilious K. and Dean V. Christopoulos
Address: 4008 141h Ave E. Bradenton, FL 34208
1.
Project Location: Conner Road
Pictures: Yes: X No: Prints: Slides: Digital: X Video:
2.
Weather and Soil Conditions: Rain / Wet
3.
Is the site currently under notice of violation? Yes: No: X
4.
Is the site in compliance with the S.P.C.A. and the rules? Yes: No: X If no, check violations
below:
5.
a:
b) Failure to follow approved plan, G.S. 113A-57(5)
c) Failure to submit revised lan, G.S. 113A-54.1 b) and 15A NCAC 4B.0118(a)
.e O i, a
Inade uate buffer zone, G.S. 113A-57(1
u 4
e, ,
k) Other(describe):
6.
NPDES Permit Violation? Yes: X No: Unknown:
7.
Has sedimentation damage occurred since last inspection? Yes: X No: First Inspection:
If yes, mark all that apply:
Lake/natural watercourse on the tract: Lake/natural watercourse off tract:
Other property: X
Description: Conner Road and Wal-Mart parking lot.
Degree of damage: Slight: Moderate: X Severe:
8.
Contact made with (name): No one on site Title:
Inspection report given: or sent: X to person financially responsible.
Dategiven/sent: 9-23-2009
9.
luunw t , : e l : lace all exposed areas under ground cover. Clean sediment traps. Divert
run off into sediment traps before discharging storm water into ditch of Conner Road.
10.
Comments: Received complaints on both 9-20-2009 (Emergency Management) and date of photos,
9-21-2009 (Emergency Management and private citizen) about mud exiting property and washing
through the Wal-Mart parking lot. (Have received several complaints prior to these events as well.)
Sediment from this site eventually is deposited in to the storm water management system for
Wal-Mart and the surrounding stores and could be expensive to remove if the situation becomes
severe. Please call to schedule an onsite meeting to correct these problems.
828 631-2256
Report By: Robert Shelton Others present: None
Date of Inspection: 9-21-09 Time of Inspection: 10:00
Attachments: Photos
Cc; NCDENR DWQ Linda Cable

IF sEP 18 zoos
Jackson' CC unty
L.: TER QUALITY SECTION
Erosionlc VILLE REGIONAL OFFICE
401 Orindstaff Cave...-o
Sylva, NC•28779 . Phone [phone]
Fax: [phone]
NOTICE OF VIOLATION OF THE
S]EDMENT'AT'ION POLLUTION CONTROL ACT
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
C
September 16, 2009
Lot 22 Barkers Creek Preserve
c/o William C. and Joellen Ellis
4019 Kimpton PIace
Largo, FL 33771
C®an flY�n eyl➢ag Octi6be>r ,19,; 2009
Project: 7601-84-4614
Dear: Sirs
On 8-25-2009 personnel of this office inspected your project located off Barkers Creek
Road in Jackson County, North Carolina. This inspection was performed to determine
compliance with the North Carolina Sedimentation Pollution Control Act of 1973. This
inspection is for approved project 06-133.
It is our understanding that you and/or your firm are responsible for this land -disturbing
activity. The purpose of this letter is to inform you that this activity was found to be in
violation of the Act and the Jackson County Sediment Control Ordinance. If you feel that
you are not responsible for the following violations, please notify this office immediately.
The violations that were found are:
XA Failure to file an acceptable erosion and sedimentation control plan with this
office at least 30 days prior to beginning a land -disturbing activity on a tract
comprising more than one acre, when more than one acre is to be uncovered;
failure to secure this office's prior approval of the plan for any land -
disturbing prior to beginning the land -disturbing activity. Jackson County
Sediment Ordinance -Article 400-Section 401(A)(B).
An acceptable erosion and -sedimentation control plan must be filed with and
approved by this office and implemented on the site sufficient to prevent off -
site sedimentation. Until the required plan has been approved, temporary

measures must be provided immediately to control erosion and prevent
sedimentation damage. Any additional_ land -disturbing activities conducted
without an approved erosion and sedimentation control plan will constitute
additional violations of the Act. We will notify you following our review of
the plan if additional measures are required.
X B; Failure to conduct a land -disturbing activity in accordance with the
provisions of an acceptable erosion and sedimentation control plan. Jackson
County Sediment Ordinance -Article 1300-Section 1301(A).
C. Failure to file an acceptable revised plan after being notified of the need to do
so. Jackson County Sediment Ordinance -Article 400-Section 401(C).
X :-D: Failure on a tract of more than one half acre, when more than one half acre is
uncovered, to provide ground cover sufficient to restrain erosion on such
exposed areas within 10 calendar days, after completion of any phase of
construction or grading. Article 800: Section 801 (2)
E. Failure on a tract of more than one half acre, when more than one half acre is
uncovered in a HQW Zone, to provide a permanent ground cover sufficient
to restrain erosion on such exposed areas within 15 working days or 60
calendar days, whichever is the shorter, after completion of construction or
development. Jackson County Sediment Ordinance -Article 900-Section
901(E)(5). Over 15 working days[60 calendar days] have passed and a
ground cover sufficient to restrain erosion has not been established.
X . ,F. Failure on a tract of more than one half acre, when more than one half acre is
uncovered, to install sedimentation and erosion control devices sufficient to
retain the sediment generated by the land -disturbing activity within the
boundaries of the tract during construction upon and development of the
tract. Jackson County Sediment Ordinance -Article 800-Section 801(3).
[No] [Insufficient] sedimentation and erosion control devices or structures
have been installed to retain sediment within the boundaries of the tract under
development.
X� Failure to take all reasonable measures to protect all public and private
property from damage by such land -disturbing activities. Jackson County
Sediment Control Ordinance -Article 600-Section 601. Offsite damage has
occurred due to sediment washing [into [stream] [creek] [and/or] onto property
owned by others.
H. Failure to retain along a lake or natural watercourse a buffer zone of
sufficient width to confine visible siltation by natural or artificial means
within the 25 percent of that portion of the buffer zone nearest the land -
disturbing activity. Jackson County Sediment Control Ordinance -Article
800-Section 801(A)(1)(a). Sediment from the site has entered a [stream]
[creek] [traversing] [adjoining] the site.

I. Failure to provide along trout waters an undisturbed buffer zone 25 feet wide
or of sufficient width to confine visible siltation by natural or artificial means
within the 25 percent of that portion of the buffer zone nearest the land -
disturbing activity, whichever is the greater width. Jackson County Sediment
Control Ordinance -Article 800-Section 801(A)(1)(a)(c). [No buffer zone!
[An insufficient buffer zone] [A buffer zone of less than 25 feet] was
provided along Cope Creek, Class C 'Trout.
X Failure to maintain on graded slopes and fills an angle which can be retained
by vegetative cover or other adequate erosion control devices or structures.
Jackson County Sediment Control Ordinance -Article 800-Section 801(A)(2).
[A] Cut [and/or] fill slope[s] on the site are too steep to be stabilized.
X I. Failure within 10 calendar days of completion of any phase of grading to
plant or otherwise provide exposed, graded slopes or fills with ground cover,
devices, or structures sufficient to restrain erosion. Jackson County Sediment
Control Ordinance -Article 800-Section 801(2). No [ground cover] or [erosion
control devices] or [structures] have been provided [sufficient] to restrain
erosion on site.
X L. Failure to maintain satisfactorily all temporary and permanent erosion and
sedimentation control measures during the development of a site. Jackson
County Sediment Control Ordinance -Article 1100-Section 1101.
[Permanent][And/or][T'emporary] erosion control measures and facilities
have not been adequately maintained and are not functioning as intended.
The penalty for an initial violation could be an assessment of up to $5000. A time period
for compliance is not required for enforcement of this violation pursuant to Jackson County
Sediment Control Ordinance-Article1400-Section 1401(A)(a).
Please be advised that if you fail to respond to this, that action could be the assessment of
a civil penalty, and the amount may be up to $5000 per day for each day of the violation,
Jackson County Sediment Control Ordinance -Article 1400-Section 1401(A)(1)(a). The
penalty may be assessed from the date of your receipt of this Notice of Violation. If the
violations are corrected within the time period specified for compliance, no further legal
action will be pursued. Cp
®ffiphanc��g9at�1�® Ii�2�1D
Please be advised that any new land -disturbing activity associated with this project
should not begin until the area presently disturbed is brought into compliance with the Act..
When corrective actions are complete, you should notify this office so that work can be
inspected. You should not assume that the property is in compliance with the Act until we
have notified you. After installation, all erosion control measures must be maintained in
proper working order until the site is completely stabilized.

We solicit your cooperation, and would like to avoid taking further enforcement action.
At the same time, it is your responsibility to understand and comply with the requirements of
the Act. Copies of the relevant statute and administrative rules may be examined at this
office or will be sent to you upon request. Should you have any questions concerning this
notice or the requirements of the Act, please contact me at your earliest convenience.
Robert Shelton
Land Development Compliance Field Officer
Enclosures: Copy of Ordinance
Inspection
Attachments
Cc: Linda Cable
NCDENR DWQ

JACKSON COUNTY EROSION CONTROL
401 Grindstaff Cove Road, Suite 254
Sylva, N.C. 28779
Phone: [phone] Fax: [phone]
SEDIMENTATION INSPECTION REPORT
Project: Lot 22 Barker Creek Preserve
Project #: 7601-84-4614
Person Financially Responsible: William C. & Joellen Ellis
Address: 4019 Kim ton Pl. Largo, FL 33771
1.
Project Location: Barkers Creek
Pictures: Yes: X No: Prints: Slides: Digital: X Video:
2.
Weather and Soil Conditions: Cloudy, Dam
3.
Is the site currently under notice of violation? Yes: No: X
4.
Is the site in compliance with the S.P.C.A. and the rules? Yes: No: X If no, check violations
below:
5.
Violations:
o a„ �ed
b) Failure to follow approved plan, G.S. 113A-57(5)1
c Failure to submit revised lan, G.S. 113A-54.1 b and 15A NCAC 4B.0118(a)
au
e�
Inade uate buffer zone, G.S. 113A-57 1
Xi) Unprotected exposed slopes, G.S. 113A-57(2)
j) Failure to maintain erosion control measures, 15A NCAC 4B.0113
k Other describe :
6.
NPDES Permit Violation? Yes: X No: Unknown:
7.
Has sedimentation damage occurred since last inspection? Yes: No: First Inspection: X
If yes, mark all that apply:
Lake/natural watercourse on the tract: Lake/natural watercourse off tract:
Other property: X
Description:
Degree of damage: Slight: X Moderate: Severe:
8.
Contact made with (name): None Title:
Inspection report given: or sent: to person financially responsible.
Dategiven/sent:
10.
Comments: There is a Land Development Application on file for sewer and water only, with the
telephone number 727-415-7448 as contact information. The person I reach at this number does not
own any property in NC.
The excavated area appears to be greater than one acre of disturbance and is in violation of both
state and local regulations. Furthermore the activity is in violation of the Mountain and Hillside
Development Ordinance.
Report By: Robert Shelton Others present: None
Date of Inspection: 8-25-09 Time of Inspection: 11:00
Attachments: Photo, Ordinance Handout
Cc; Linda Cable

JACKSON COUNTY PLANNING OFFICE
401 Grindsta$ Cove Road
Suite A-258
Sylva, NC 28779
planningQjacksonnc.org
Chattooga Walk
PO Bog 413
Cashiers, NC 28717
(440-341-9565)
Linda Cable, Director
[e-mail]
631-2261
FAX -(828) 6T Zi262
SEP 2 2 2009 Di
LETTER OF APPROV4L WATER QUALITY SECTION
ARpr:%/II ' -
9- 7-2U�9 c 1��� ntu�VNAL OFFICE
This office has reviewed the erosion and sedimentation control plan submitted for the project listed
below. We find the plan to be acceptable and hereby issue this letter of approval with modifications
and/or performance reservations. This approval is conditioned upon the incorporation or addition of
these items to the plan. Please be advised that Article 500 of the Jackson County Sediment Control
Ordinance requires that a copy of the approved soil erosion control plan be on file at the job site.
Also, you should consider this letter to give the notice of our right of periodic inspection to ensure
compliance with the approved plan. This plan approval shall expire (3) years following the date of
approval, if no land -disturbing activity has been undertaken, as is required by the Ordinance.
The Sedimentation Pollution Control Program is a performance -oriented program requiring protection of
the natural resources and adjoining properties. If, following commencement of this project, it is
determined that the plan is inadequate to meet the requirements of the Ordinance, this office may require
revisions to the plan and implementation of the revisions to ensure compliance with this Ordinance.
Acceptance and approval of this plan is conditioned upon your compliance with federal and state water
quality laws, regulations, and rules. This permit does not supersede any other permit or approval.
Please be aware that since more than one acre is to be disturbed by this project, the enclosed general
storm water permit NCG01000 (Construction Activities) will cover you, You should first become familiar
with all of the requirements for compliance with the enclosed general permit
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form which you have provided. You are requested to file an amended form
if there is any change in the information included on the form. In addition, it would be helpful if you
notify this office of the proposed starting date for this project. Your cooperation is appreciated.
Sincerely,
Robert Shelton
Code Compliance Field Supervisor
Cc: T. E. Allen Engineering, PC
(3NCD�NRDivi8ion of Water QtraIilty
Subdivision Development Administration - Land Use Ordinance Administration - Erosion & Sediment

Permit Number: 09-123 River Basin: Savannah
Project: The Village Green Commons Stream Classification: ORW, B;Tr.
Location: Cashiers Date Received: 9-2-2009
PIN: 7571-37-9705 Acreage: 6.0
New Submittal( X ) Revision() Modification( )
LETTER OF APPROVAL WITH MODIFICATIONS
Note: Approval is conditioned upon the incorporation or addition of these modifications to the plan. If
these modifications are not included in the plan and implemented on the construction site, the site will
be in violation of the Sedimentation Pollution Control Act of 1973.
Stipulations and Conditions
There were no comments by Jackson County Soil and Water Conservation District.
Project is in an area designated as ORW, Class B;Tr. (water). 30 ft undisturbed buffer is required
from the top of bank of all streams on this project unless exceptions have been approved.
Approval dose not cover areas which require 401 and 404 permits from the US Army Corps of
Engineers and NC Department of Environment and Natural Resources, and/or other such governing
agencies, until such time as said permits are in place.
You are hereby notified that on August 7, 2007, the Jackson County Board of Commissioners adopted
the Jackson County Subdivision Ordinance and the Jackson County Mountain and Hillside
Development Ordinance regulating the subdivision of property within Jackson County North
Carolina.
Please know that approval of this sedimentation and erosion control plan does not qualify this site for
vested rights with regard to the above mentioned ordinances and that this development may be subject
to these ordinances as adopted.
LETTER OF APPROVAL WITH PERFORMANCE RESERVATIONS
Note: Should the plan not perform adequately, a revised plan will be required.

JACKSON COUNTY PLANNING OFFICE
401 Grindstaff Cove Road
Suite A-258
Sylva, NC 28779
[e-mail]
The Village Green Commons
PO Box 523
Cashiers, NC 28717
(828-743-0988)
�..N.� 7 k t Linda Cable, Director
I [e-mail]
d �� Phone~(828) (3 j1 2261
FAX [phone]
�'ri c:nn
AUG 2 6 2009
WATER OUgLITY SECTION
LETTER OF APP vILLE�REGIpNA pFFICF
This office has reviewed the erosion and sedimentation control plan submitted for the project listed
below. We find the plan to be acceptable and hereby issue this letter of approval with modifications
and/or performance reservations. This approval is conditioned upon the incorporation or addition of
these items to the plan. Please be advised that Article 500 of the Jackson County Sediment Control
Ordinance requires that a copy of the approved soil erosion control plan be on file at the job site.
Also, you should consider this letter to give the notice of our right of periodic inspection to ensure
compliance with the approved plan. This plan approval shall expire (3) years following the date of
approval, if no land -disturbing activity has been undertaken, as is required by the Ordinance.
The Sedimentation Pollution Control Program is a performance -oriented program requiring protection of
the natural resources and adjoining properties. If, following commencement of this project, it is
determined that the plan is inadequate to meet the requirements of the Ordinance, this office may require
revisions to the plan and implementation of the revisions to ensure compliance with this Ordinance.
Acceptance and approval of this plan is conditioned upon your compliance with federal and state water
quality laws, regulations, and rules. This permit does not supersede any other permit or approval.
Please be aware that since more than one acre is to be disturbed by this project, the enclosed general
storm water permit NCG01000 (Construction Activities) will cover you. You should first become familiar
with all of the requirements for compliance with the enclosed general permit.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form which you have provided. You are requested to file an amended form
if there is any change in the information included on the form. In addition, it would be helpful if you
notify this office of the proposed starting date for this project. Your cooperation is appreciated.
incerely,
Robert elton
Code Compliance Field Supervisor
Cc: Aptcon, Inc.
�l��iviscon[afi�t'f iat��Qua�t�
Subdivision Development Administration - Land Use Ordinance Administration - Erosion & Sediment

Permit Number: 09-106 River Basin: Savannah
Project: The Village Green Commons Stream Classification: ORW, B;Tr.
Location: Cashiers Date Received: 7-11-2009
PIN: 7572-30-5641 Acreage: 2.99
New Submittal( X ) Revision() Modification( )
LETTER OF APPROVAL WITH MODIFICATIONS
Note: Approval is conditioned upon the incorporation or addition of these modifications to the plan. If
these modifications are not included in the plan and implemented on the construction site, the site will
be in violation of the Sedimentation Pollution Control Act of 1973.
Stipulations and Conditions
There were no comments by Jackson County Soil and Water Conservation District.
Project is in an area designated as ORW, Class B;Tr. (water). Standard set back is required from the
top of the bank of all perennial streams.
Approval dose not cover areas which require 401 and 404 permits from the US Army Corps of
Engineers and NC Department of Environment and Natural Resources, and/or other such governing
agencies, until such time as said permits are in place.
LETTER OF APPROVAL WITH PERFORMANCE RESERVATIONS
Note: Should the plan not perform adequately, a revised plan will be required.

JACKSON COUNTY
401 Grindstaff Cove Road
Suite A-258
Sylva, NC 28779
[e-mail]
EBCI — Soco Sewer Outfall
PO Boa 455
Cherokee, NC 28719
(828-497-1846)
UNIN]LINU1 UJt'1'll.�',
_—Linda Cable, Director
[e-mail]
z
h e [phone]
✓j .., F [phone]
AUG 27 2009
1
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
LETTER OF APPROVAL ° ..
8-25-2009
This office has reviewed the erosion and sedimentation control plan submitted for the project listed
below. We find the plan to be acceptable and hereby issue this letter of approval with modifications
and/or performance reservations. This approval is conditioned upon the incorporation or addition of
these items to the plan. Please be advised that Article 500 of the Jackson County Sediment Control
Ordinance requires that a copy of the approved soil erosion control plan be on file at the job site.
Also, you should consider this letter to give the notice of our right of periodic inspection to ensure
compliance with the approved plan. This plan approval shall expire (3) years following the date of
approval, if no land -disturbing activity has been undertaken, as is required by the Ordinance.
The Sedimentation Pollution Control Program is a performance -oriented program requiring protection of
the natural resources and adjoining properties. if, following commencement of this project, it is
determined that the plan is inadequate to meet the requirements of the Ordinance, this office may require
revisions to the plan and implementation of the revisions to ensure compliance with this Ordinance.
Acceptance and approval of this plan is conditioned upon your compliance with federal and state water
quality laws, regulations, and rules. This permit does not supersede any other permit or approval.
Please be aware that since more than one acre is to be disturbed by this project, the enclosed general
storm water permit NCGOI000 (Construction Activities) will cover you. You should first become familiar
with all of the requirements for compliance with the enclosed general permit
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form which you have provided. You are requested to file an amended form
if there is any change in the information included on the form. In addition, it would be helpful if you
notify this office of the proposed starting date for this project. Your cooperation is appreciated.
I
i
Cc: Jordan, Jones & Goulding
Summit Engineering Group, Inc.
QAt� iv�s
dOWACL
Robert Shelton
Code Compliance Field Supervisor
Subdivision Development Administration - Land Use Ordinance Administration - Erosion & Sediment

Permit Number: 09-107
Project: EBCI-Soco Sewer Outfall
Location: Cherokee
PIN: 7615-32-6425 (et al)
New Submittal (X) Revision () Modification (
River Basin: Little Tennessee
Stream Classification: C;Tr.
Date Received: 6-30-2009
Acreage: 3
LETTER OF APPROVAL WITH MODIFICATIONS
Note: Approval is conditioned upon the incorporation or addition of these modifications to the plan. If
these modifications are not included in the plan and implemented on the construction site, the site will
be in violation of the Sedimentation Pollution Control Act of 1973.
Stipulations and Conditions
There were no comments by Jackson County Soil and Water Conservation District.
Project is in an area designated as Class C;Tr. (water). Additional Trout Water variance will need to
be requested from NC DENR.
Approval dose not cover areas which require 401 and 404 permits from the ITS Army Corps of
Engineers and NC Department of Environment and Natural Resources, and/or other such governing
agencies, until such time as said permits are in place.
Approval for private property only. This office does not have jurisdiction on tribal lands.
LETTER OF APPROVAL WITH PERFORMANCE RESERVATIONS
Note: Should the plan not perform adequately, a revised plan will be required.

JACKSON COUNTY PLANNING OFFICE
401 Grindstaff Cove Road Linda Cable, Director
Suite _Ai-258 n
c
rPt "` �[e-mail]
Sylva, NC 28779 Y ¢i . Phone'(828)'631=226'1"
planning®jacksonnc.org '; �' : :� sVAV
_(.82$% 631_ 2262
7AU 7 2009
u-
I
WATER QUALITY SECTION
LETTER OF APPROVA I F • ASHEVILLE REGIONAL OFFICE
8-13 —2009 a:
Buchanan & Sons Corporate Center
PO Boa 123
Whittier, NC 28789
(828-226-0275)
This office has reviewed the erosion and sedimentation control plan submitted for the project listed
below. We find the plan to be acceptable and hereby issue this letter of approval with modifications
and/or performance reservations. This approval is conditioned upon the incorporation or addition of
these items to the plan. Please be advised that Article 500 of the Jackson County Sediment Control
Ordinance requires that a copy of the approved soil erosion control plan be on isle at the job site.
Also, you should consider this letter to give the notice of our right of periodic inspection to ensure
compliance with the approved plan. This plan approval shall expire (3) years following the date of
approval, if no land -disturbing activity has been undertaken, as is required by the Ordinance.
The Sedimentation Pollution Control Program is a performance -oriented program requiring protection of
the natural resources and adjoining properties. If, following commencement of this project, it is
determined that the plan is inadequate to meet the requirements of the Ordinance, this office may require
revisions to the plan and implementation of the revisions to ensure compliance with this Ordinance.
Acceptance and approval of this plan is conditioned upon your compliance with federal and state water
quality laws, regulations, and rules. This permit does not supersede any other permit or approval.
Please be aware that since more than one acre is to be disturbed by this project, the enclosed general
storm water permit NCG01000 (Construction Activities) will cover you. You should first become familiar
with all of the requirements for compliance with the enclosed general permit.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form which you have provided. You are requested to file an amended form
if there is any change in the information included on the form. In addition, it would be helpful N you
notify this office of the proposed starting date for this project. Your cooperation is appreciated.
incerely,
Robert Shelton
Code Compliance Field Supervisor
Cc: CEtech Associates, P.A.
NCDENR Division of Water Quality
Subdivision Development Administration - Land Use Ordinance Administration - Erosion & Sediment

Permit Number: 09-109 River Basin: Little Tennessee
Project: Buchanan & Sons Corporate Center Stream Classification: B
Location: Thomas Valley Date Received: 7-15-2009
PIN: 7612-59-7409 Acreage: 2.76
New Submittal ( X) Revision() Modification( )
LETTER OF APPROVAL WITH MODIFICATIONS
Note: Approval is conditioned upon the incorporation or addition of these modifications to the plan. If
these modifications are not included in the plan and implemented on the construction site, the site will
be in violation of the Sedimentation Pollution Control Act of 1973.
Stipulations and Conditions
There were no comments by Jackson County Soil and Water Conservation District.
Project is in an area designated as Class B . (water). Standard set back is required from the top of the
bank of all perennial streams.
Approval dose not cover areas which require 401 and 404 permits from the US Army Corps of
Engineers and NC Department of Environment and Natural Resources, and/or other such governing
agencies, until such time as said permits are in place.
LETTER OF APPROVAL WITH PERFORMANCE RESERVATIONS
Note: Should the plan not perform adequately, a revised plan will be required.

JACKSON COUNTY PLANNING DEPARTMENT
AND
401 GRINDSTAFF COVE ROAD
SUITE A-255
SYLVA, NC 28779
EROSION CONTR9A 4
FN-oaC
tln
cv .a,.
♦ C.1 to
LETTER OF APPRO
CJ Harris Community Hospital
New Medical Office Bldg.
68 Hospital Rd
Sylva, NC 28779
(828-586-7000)
WAIE( I'll
i
J U L 1 5 2009 j
AE—VATER QUALITY SECT ION
ASH.E-VILLE REGIONAL OFFICE
7-10-2009 _..,_...�..,_.�
V2261
1-2208
This office has reviewed the erosion and sedimentation control plan submitted for the project listed
below. We find the plan to be acceptable and hereby issue this letter of approval with modifications
and/or performance reservations. This approval is conditioned upon the incorporation or addition of
these items to the plan. Please be advised that Article 500 of the Jackson County Sediment Control
Ordinance requires that a copy of the approved soil erosion control plan be on file at the job site.
Also, you should consider this letter to give the notice of our right of periodic inspection to ensure
compliance with the approved plan. This plan approval shall expire (3) years following the date of
approval, if no land -disturbing activity has been undertaken, as is required by the Ordinance.
The Sedimentation Pollution Control Program is a performance -oriented program requiring protection of
the natural resources and adjoining properties. If, following commencement of this project, it is
determined that the plan is inadequate to meet the requirements of the Ordinance, this office may require
revisions to the plan and implementation of the revisions to ensure compliance with this Ordinance.
Acceptance and approval of this plan is conditioned upon your compliance with federal and state water
quality laws, regulations, and rules. This permit does not supersede any other permit or approval.
Please be aware that since more than one acre is to be disturbed by this project, the enclosed general
storm water permit NCG0I000 (Construction Activities) will cover you. You should firsi become familiar
with all of the requirements for compliance with the enclosed general permit.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form which you have provided. You are requested to file an amended form
if there is any change in the information included on the form. In addition, it would be helpful if you
notify this office of the proposed starting date for this project. Your cooperation is appreciated.
Sincerely,
Robert Shelton
Code Compliance Field Supervisor
Cc: Bowers. Ellis & Watson
,SNCI3ELY1ZDivision=of. Water -Quality,
LINDA CABLE ROBERT SHELTON BRENDA CRAWFORD
Planning Coordinator Erosion Control Officer Administrative Secretary
828-631-2255 828-631-2256 828-631-2261
[e-mail] robertsheltonQjacksonnc.org [e-mail]

Permit Number: 09-108 River Basin: Little Tennessee
Project: New Medical Office Bldg. Stream Classification: C; Tr.
Location: Sylva Date Received: 6-26-2009
PIN: 7642-61-0167 Acreage: 4.99
New Submittal (X) Revision () Modification ( )
LETTER OF APPROVAL WITM MODIFICATIONS
Note: Approval is conditioned upon the incorporation or addition of these modifications to the plan. If
these modifications are not included in the plan and implemented on the construction site, the site will
he in violation of the Sedimentation Pollution Control Act of 1973.
Stipulations and Conditions
There were no comments by Jackson County Soil and Water Conservation District.
Project is in an area designated as Class C; Tr. (water). 25 ft Trout Buffer Zone set back is required
from the top of the bank of all perennial streams.
Approval dose not cover areas which require 401 and 404 permits from the ITS Army Corps of
Engineers and NC Department of Environment and Natural Resources, and/or other with governing
agencies, until such time as said permits are in place.
LETTER OF APPROVAL Wir M PERFORMANCE RESERVATIONS
Note: Should the plan not perform adequately, a revised plan will be required.

.�O �-' Q -fit
� m"
Fes^"
l ` �U nr-
W ?

JACKSON COUNTY PLANNING OFFICE
401 Grindstaff Cove Road
Suite A-258
Sylva, NC 28779
[e-mail]
The Banks of Caney Fork
c/o Steven Lester Tucker
680 Foxrun SW
Vero Beach, FL 32962
(772-5694466)
Linda Cable, Director
[e-mail]
h—' a [phone]
E E E [phone]
Fd 16 2009
WATER QUALITY SECTION
;HFVILLE REGIONAL OFFIC
LETTER OF APPROVAL
6-12-2009
This office has reviewed the erosion and sedimentation control plan submitted for the project listed
below. We find the plan to be acceptable and hereby issue this letter of approval with modifications
and/or performance reservations. This approval is conditioned upon the incorporation or addition of
these items to the plan. Please be advised that Article 500 of the Jackson County Sediment Control
Ordinance requires that a copy of the approved soil erosion control plan be on file at the job site.
Also, you should consider this letter to give the notice of our right of periodic inspection to ensure
compliance with the approved plan. This plan approval shall expire (3) years following the date of
approval, if no land -disturbing activity has been undertaken, as is required by the Ordinance.
The Sedimentation Pollution Control Program is a performance -oriented program requiring protection of
the natural resources and adjoining properties. If, following commencement of this project, it is
determined that the plan is inadequate to meet the requirements of the Ordinance, this office may require
revisions to the plan and implementation of the revisions to ensure compliance with this Ordinance.
Acceptance and approval of this plan is conditioned upon your compliance with federal and state water
quality laws, regulations, and rules. This permit does not supersede any other permit or approval.
Please be aware that since more than one acre is to be disturbed by this project, the enclosed general
storm water permit NCG01000 (Construction Activities) will cover yom You should first become familiar
with all of the requirements for compliance with the enclosed general permit
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form which you have provided. You are requested to file an amended form
if there is any change in the information included on the form. In addition, it would be helpful if you
notify this office of the proposed starting date for this project. Your cooperation is appreciated.
incerely,
Ze"7
Robert elton
Code Compliance Field Supervisor
Cc:
Subdivision Development Administration - Land Use Ordinance Administration - Erosion & Sediment

Permit Number: 09-105 River Basin: Little Tennessee
Project: The Banks of Caney Fork Stream Classification: C;Tr. WS III
Location: Caney Fork Date Received: 6-9-2009
PIN: 7578-66-8535 Acreage: 3
New Submittal (X) Revision() Modification( )
LETTER OF APPROVAL WITH MODIFICATIONS
Note: Approval is conditioned upon the incorporation or addition of these modifications to the plan. If
these modifications are not included in the plan and implemented on the construction site, the site will
be in violation of the Sedimentation Pollution Control Act of 1973.
Stipulations and Conditions
There were no comments by Jackson County Soil and Water Conservation District.
Project is in an area designated as Class C; Tr. and WS III (water). 25 ft Trout Buffer Zone set back
is required from the top of the bank of all perennial streams as well as a 30 ft Water Supply III set
back requirement.
Approval dose not cover areas which require 401 and 404 permits from the US Army Corps of
Engineers and NC Department of Environment and Natural Resources, and/or other such governing
agencies, until such time as said permits are in place.
You are hereby notified that on August 6, 2007, The Jackson County Board of Commissioners adopted
the Jackson County Subdivision Ordinance and the Jackson County Mountain and Hillside
Development Ordinance regulating the subdivision of property within Jackson County, North
Carolina.
Please know that approval of this sedimentation and erosion control plan does not qualify this site for
vested rights with regard to the above mentioned ordinances and that this development may be subject
to these ordinances as adopted.
LETTER OF APPROVAL WITH PERFORMANCE RESERVATIONS
Note: Should the plan not perform adequately, a revised plan will be required.

JACKSON COUNTY EROSION CONTROL
401 Grindstaff Cove Road, Suite 254
Sylva, N.C. 28779
Phone: [phone] Fax: [phone]
SEDIMENTATION INSPECTION REPORT
U M AY 1 4 2009
J
WATER QUALITY SECTION I
ASHEVILLE REGIONAL QF^ICI: _
Project: Bill Norwood
Project #:7592-92-1291
Person Financially Responsible: Bill Norwood
Address: 5031 Barrier Island Court South Carolina 29466
1.
Project Location: 64E Holly Forest 1 W. Christ to Holly Forest Court (Anglers Way)
Pictures: Yes: X No: Prints: Slides: Digital: X Video:
2.
Weather and Soil Conditions: Rain Wet
3.
Is the site currently under notice of violation? Yes: No: X
4.
Is the site in compliance with the S.P.C.A. and the rules? Yes: No: X If no, check violations below:
5.
Violations:
a) No approved plan, G.S. 113A-57(4) and 15A NCAC 4B.0107(c)
b) Failure to follow approved plan, G.S. 113A-57(5)
c) Failure to submit revised plan, G.S.113A-54.1(b) and 15A NCAC 4B.0118(a)
d) Failure to provide adequate groundcover, G.S. 113A-57(3) and 15A NCAC 4B.0107 or 15A.
NCAC 4B0124(e)
e) Insufficient measures to retain sediment on site, G.S. 113A-57(3)
f) Failure to take all reasonable measures, 15A NCAC 4B.0105
g)X Inadequate buffer zone, G.S. 113A-57(1)
h) Graded slopes and fills too steep, G.S. 113A-57(2) or 15A NCAC 4B.0124(d)
i) Unprotected exposed slopes, G.S. 113A-57(2)
j) Failure to maintain erosion control measures, 15A NCAC 4B.0113
k X Other describe : Working in Trout Buffer
6.
NPDES Permit Violation? Yes: No: Unknown: X
7.
Has sedimentation damage occurred since last inspection? Yes: No: First Inspection: X
If yes, mark all that apply:
Lake/natural watercourse on the tract: Lake/natural watercourse off tract: Other property:
Description:
Degree of damage: Slight: Moderate: Severe:
8.
Contact made with (name): Bill Norwood Title: Owner
Inspection report given: or sent: X to person financially responsible.
Dategiven/sent: 5-8-09
9.
Corrective actions needed: t
10. Comments -:-
Report By: Steve Beasley Others resent: Bill Norwood
Date of Ins ection:5-4-09 Time of Inspection: 3:30 PM
Cc: U.S. Army corps Of Engineers 151 Patton Avenue, Room 208 Asheville, NC 28801-5006
DWQ Linda Wiggs

1

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JACKSON COUNTY PLANNING OFFICE
401 Grindstaff Cove Road
Suite A-258
Sylva, NC 28779
[e-mail]
LETTER OF APPROVAL
4-6-2009
Steeple Road Project
c/o Jack in the Box
51 Bridge Street
Sylva, NC 28779
(828-269-0253)
Linda Cable, Director
[e-mail]
Phone '(9Z8)`631=Z261
FAX [phone]
E E lVl
i
APR 1 5 2009 j
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
This office has reviewed the erosion and sedimentation control plan submitted for the project listed
below. We find the plan to be acceptable and hereby issue this letter of approval with modifications
and/or performance reservations. This approval is conditioned upon the incorporation or addition of
these items to the plan. Please be advised that Article 500 of the Jackson County Sediment Control
Ordinance requires that a copy of the approved soil erosion control plan be on file at the job site.
Also, you should consider this letter to give the notice of our right of periodic inspection to e>msure
compliance with the approved plan. This plan approval shall expire (3) years following the date of
approval, if no land -disturbing activity has been undertaken, as is required by the Ordinance.
The Sedimentation Pollution Control Program is a performance -oriented program requiring protection of
the natural resources and adjoining properties. If, following commencement of this project, it is
determined that the plan is inadequate to meet the requirements of the Ordinance, this office may require
revisions to the plan and implementation of the revisions to ensure compliance with this Ordinance.
Acceptance and approval of this plan is conditioned upon your compliance with federal and state water
quality laws, regulations, and rules. This permit does not supersede any other permit or approval.
Please be aware that since more than one acre is to be disturbed by this project, the enclosed general
storm water permit NCG01000 (Construction Activities) will cover you. You should first becomefamiliar
with all of the requirements for compliance with the enclosed general permit
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form which you have provided. You are requested to file an amended form
if there is any change in the information included on the form. In addition, it would be helpful if you
notify this office of the proposed starting date for this project. Your cooperation is appreciated.
Sin rely,
Robert Shelton
Code Compliance Field Supervisor
C p 9 ivision off winter �uaEse
l oven's Rose Engineering
Subdivision Development Administration - Land Use Ordinance Administration - Erosion & Sediment

Permit Number: 09-104 River Basin: Little Tennessee
Project: Steeple Road Project Stream Classification: C;Tr.
Location: SR 1527 Steeple Rd Date Received: 3-25-2009
PIN: 7652-24-3601 Acreage: 4.5
New Submittal( X) Revision() Modification( )
LETTER OF APPROVAL WITH MODIFICATIONS
Note: Approval is conditioned upon the incorporation or addition of these modifications to the plan. If
these modifications are not included in the plan and implemented on the construction site, the site will
be in violation of the Sedimentation Pollution Control Act of 1973.
Stipulations and Conditions
There were no comments by Jackson County Soil and Water Conservation District.
Project is in an area designated as Class C; Tr. (water). 25 ft Trout Buffer Zone set back is required
from the top of the bank of all perennial streams. -
Approval dose not cover areas which require 401 and 404 permits from the US Army Corps of
Engineers and NC Department of Environment and Natural Resources, and/or other such governing
agencies, until such time as said permits are in place.
You are hereby notified that on August 6, 2007, The Jackson County Board of Commissioners adopted
the Jackson County Subdivision Ordinance and the Jackson County Mountain and Hillside
Development Ordinance regulating the subdivision of property within Jackson County, North
Carolina.
Please know that approval of this sedimentation and erosion control plan does not qualify this site for
vested rights with regard to the above mentioned ordinances and that this development may be subject
to these ordinances as adopted.
LETTER OF APPROVAL WITH PERFORMANCE RESERVATIONS
Note: Should the plan not perform adequately, a revised plan will be required.

Jv'+l�ti:JLi�;PR7z i'+`..�:.v'v—.r7:.ti :u::j+sa-..y.q...r�.�_•1�., ..•R'.ca�., �:...�[i'as2 sn.'"a'y��`^
-.Ya?i'}i+t�F"JIR1.luP1'i7.i}.a.},I<'.�>�NAi 2l.il`fieYtd�"JL}M!PRfi>Y�+'R" S
JACKSON COUNTY PLANNINO-OFFICE'`'
401 Grindstaff Cove Road
Suite A-258
Sylva, NC 28779
planning®jacksonnc.org
McDonald's
clo McDonald's Corporation
One McDonald's Plaza
Oak Brook, ] L 60523
(864-271-8869)
DiECE
D EC 17 2009
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
` Linda Cable, Director
f i�, fi3(�'R'i+kW:'.. _�a.. �i L.:.. .?,��.�n�.i .. .....-..._.......�...e .. �...r-sa..r ..�a3�•'
LETTER OF APPROVAL
12-15 -2009
[phone]
[phone]
This office has reviewed the erosion and sedimentation control plan submitted for the project listed
below. We find the plan to be acceptable and hereby issue this letter of approval with modifications
and/or performance reservations. This approval is conditioned upon the incorporation or addition of
these items to the plan. Please be advised that Article 500 of the Jackson County Sediment Control
Ordinance requires that a copy of the approved soil erosion :control plan be on file at the job site.
Also, you should consider this letter to give the notice of our right of periodic inspection to ensure
compliance with the approved plan. This plan approval shall expire (3) years following the date of
approval, if no land -disturbing activity has been undertaken, as is required by the Ordinance.
The Sedimentation Pollution Control Program is a performance -oriented program requiring protection of
the natural resources and adjoining properties. If, following .commencement of this project, it is
determined that the plan is inadequate to meet the requirements of the Ordinance, this office may require
revisions to the plan and implementation of the revisions to ensure compliance with this Ordinance.
Acceptance and approval of this plan is conditioned upon ,your compliance with federal and state water
quality laws, regulations, and rules. This permit does not supersede any other permit or approval.
Please be aware that since more than one acre is to be disturbed by this project, the enclosed general
storm water permit NCG01000 (Construction Activities) will cover you. You should first become familiar
with all of therequirementsfor compliance with the enclosed general permit
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form which you have provided. You are requested to file an amended form
if there is any .change in the information included on the form. In addition, it would be helpful if you
notify this office of the proposed starting date for this project. Your cooperation is appreciated.
Sincerely,
Robert Shelton
Code Compliance Field Supervisor
Cc: Blue Ridge Acquisition -Development, II
Britt Peters & Associates, Inc.
Pearl Hayes
CTGDEA Division of Land Quality, l9iv aivn ofr► 'nt® Qua !V
Subdivision Development Administration - Land Use Ordinance Administration - Erosion & Sediment

Permit Number. 09-128 River Basin: Little Tennessee
Project: McDonald's Stream Classification: C;Tr.
Location: Sylva Date Received: 11-10-2009
PIN: 7641-49-5142 Acreage: 1.8
New Submittal (X) Revision () Modification ( )
LETTER OF APPROVAL WITH MODIFICATIONS
Note: Approval is :conditioned upon the incorporation or addition of these modifications to the plan. If
these modifications are not included in the plan and implemented .on the construction site, the site will
be in violation of the Sedimentation Pollution Control Act of 1973.
Stipulations and Conditions
There were no comments by Jackson County Soil and Water Conservation District.
Project is in an area designated as Class C;Tr. (water). 2.5 ft undisturbed trout buffer is required
from the top of bank of .all streams on this project unless exceptions have been approved.
Approval dose not cover areas which require 401 and 404 permits from the US Army Corps of
Engineers and NC Department of Environment and Natural Resources, and/or other such governing
agencies, until such time as said permits are in place.
Plan sheet C-5 notes silt fence in the legend but none is shown on the site plan. Silt fence may be
needed on the southern and northern limits of construction to prevent off site sedimentation.
Southern entrance should be blocked if no mud mat is to be installed.
Underground storm water detention is encouraged.
Per Article 800: Section 801; (2)9 (3) of the Jackson County Sediment Control Ordinance, Provide
ground cover "within 10 days of completion of any phase of grading"
LETTER OF APPROVAL WITH PERFORMANCE RESERVATIONS
Note: Should the plan not perform adequately, a revised plan will be required.

Permit Number: 09-125 River Basin: Little Tennessee
Project: Mountain River of Cullowhee Stream Classification: WS III-C;Tr.
Location: Cullowhee Date Received: 9-25-2009
PIN: 7569-03-3673 Acreage: 4.91
New Submittal (X) Revision () Modification ( )
LETTER OF APPROVAL WITH MODIFICATIONS
Note: Approval is conditioned upon the incorporation or addition of these modifications. to the plan. If
these modifications are not included in the plan and implemented on the construction site, the site will
be in violation of the Sedimentation Pollution Control Act of 1973.
Stipulations and Conditions
There were no comments by Jackson County Soil and Water Conservation District.
Project is in an area designated as WS H1, Class C;Tr. (water). 25 ft undisturbed trout buffer is
required from the top of bank of all streams on this project unless exceptions have been approved.
WS-III ( Water Supply) 30 ft buffer is required for impervious surfaces.
Approval dose not cover areas which require 401 and 404 permits from the US Army Corps of
Engineers and NC Department of Environment and Natural Resources, and/or other such governing
agencies, until such time as said permits are in place.
You are hereby notified that on August 7, 2007, the Jackson County Board of Commissioners adopted
the Jackson County Subdivision Ordinance and the Jackson County Mountain and Hillside
Development Ordinance regulating the subdivision of property within Jackson County North
Carolina.
Please know that approval of this sedimentation and erosion control plan does not qualify this site for
vested rights with regard to the above mentioned ordinances and that this development may be subject
to these ordinances as adopted.
LETTER OF APPROVAL WITH PERFORMANCE RESERVATIONS
Note: Should the plan not perform adequately, a revised plan will be required.

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NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
October 8, 2012
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Joel Rice
Rice Grading
P.O. Box 1452
Cashiers, NC 28717
Division of Water Quality
Charles Wakild, P.E.
Director
SUBJECT: NOTICE OF VIOLATION and
Dear Mr. Rice:
I CL V) t t, Se lid
�42S GOT
RECOMMENDATION FOR ENFORCEMENT
NOV-2012-SS-0009
Stream Standard Violation - Other Waste (In -stream sediment)
Jackson County
Response deadline: November S, 2012
�C'Ct ja0
C-e
Dee Freeman
Secretary
On August 16, 2012, Susan Wilson from the Asheville Regional Office of the Division of Water
Quality (DWQ) conducted a site inspection below Rice Grading in Cedar Ridge Estates (off
Wandering Ridge) in Jackson County. A follow-up site visit was conducted at Rice Grading on
September 5, 2012.
Sediment impacts to an unnamed tributary to the Horsepasture River (and a small portion of the
Horsepasture River), a Class C-Trout+ stream in the Savannah River Basin, were documented.
As a result of the site inspection and file review, the following violations were identified:
I. Stream Standard Violation -Other Waste (In -stream sediment) 15ANCAC 02B .0211
(3)f - Approximately 1200 feet of an unnamed tributary of the Horsepasture River (and a
small portion of the Horsepasture River) was impacted by sediment deposition measured to
be at least 6 inches in depth throughout the stream reach, representing Water Quality
Stream Standard violation of 15A NCAC 02B .0211 (3) (fl.
SURFACE WATER PROTECTION SECTION—ASHEVILLE REGIONAL OFFICE One
Location: 2090 U.S. Highway 70, Swannanoa, North Carolina 28778 I NorthCaTolina
Phone:[phone] FAX: [phone] ���
Internet:: www.ncwaterquality.org L
An Equal Opportunity 1 Affirmative Action Employer Natu�lx

Mr. Rice
October 8, 2012
Page 2 of 3
REQUIRED RESPONSE
The DWQ requests that you respond by November 8, 2012. Your response should be sent to the
attention of Susan Wilson, Division of Water Quality, 2090 US HWY 70, Swannanoa, NC 28778
and should address the following items:
1. Stream Standard - Other Waste (In -Stream Sediment)
a. Please provide a map of the project area. The map must include all streams and
wetlands, detailing impacts both on- and off -site.
b. Please submit a Sediment Removal Plan (Plan) to this office for review and
approval. The Plan must address removal of accumulated sediment from all surface
waters. It is recommended that you (or your consultant) contact Susan Wilson of
the Asheville Regional Office for additional guidance during Plan development.
The Plan should include:
• A narrative explaining how sediment will be removed; including, techniques,
manpower and tools to be used.
• A proposed schedule with dates that indicate when you expect to begin and
complete the removal of sediment.
• A diagram of the stream channel, referenced with photo documentation of
sediment impacts before and after removal.
• A narrative explaining how and where the removed sediment will be disposed
and stabilized.
• Please explain how turbidity standards will not be exceeded.
c. Once the work is complete, a final report documenting the results of the sediment
removal activities should be submitted to Susan Wilson.
Thank you for your attention to this matter. This Office is considering sending a recommendation
for enforcement to the Director of the Division of Water Quality regarding these issues and any
future/continued violations that may be encountered. Your above -mentioned response to this
correspondence will be considered in this process. This office requires that the violations, as
detailed above, be abated immediately. These violations and any future violations are
subject to a civil penalty assessment of up to $25,000.00 per day for each violation.

Mr. Rice
October 8, 2012
Page 3 of 3
Should you have any questions regarding these matters, please contact Susan Wilson at (828) 296-
4500.
Sincerely,
Chuck Cranford, Regional Supervisor
Surface Water Protection
Asheville Regional Office
cc: Steve Beasley, Jackson County
Karen Higgins, WeBSCaPU
ARO File Copy
SASWP\Tackson\Complaints\Rice Grading\NOV-2012-SS-0009.Rice Grading.10 2012.doc

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
October 8, 2012
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Joel Rice
Rice Grading
P.O. Box 1452
Cashiers, NC 28717
Division of Water Quality
Charles Wakild, P.E.
Director
SUBJECT: NOTICE OF VIOLATION and
RECOMMENDATION FOR ENFORCEMENT
NOV-2012-SS-0009
Stream Standard Violation - Other Waste (In -stream sediment)
Jackson County
Response deadline: November 8, 2012
Dear Mr. Rice:
Dee Freeman
Secretary
On August 16, 2012, Susan Wilson from the Asheville Regional Office of the Division of Water
Quality (DWQ) conducted a site inspection below Rice Grading in Cedar Ridge Estates (off
Wandering Ridge) in Jackson County. A follow-up site visit was conducted at Rice Grading on
September 5, 2012.
Sediment impacts to an unnamed tributary to the Horsepasture River (and a small portion of the
Horsepasture River), a Class C-Trout+ stream in the Savannah River Basin, were documented.
As a result of the site inspection and file review, the following violations were identified:
I. Stream Standard Violation - Other Waste (In -stream sediment)15A NCAC 02B .0211
(3)f - Approximately 1200 feet of an unnamed tributary of the Horsepasture River (and a
small portion of the Horsepasture River) was impacted by sediment deposition measured to
be at least 6 inches in depth throughout the stream reach, representing Water Quality
Stream Standard violation of 15A NCAC 02B .0211 (3) (f .
SURFACE WATER PROTECTION SECTION—ASHEVILLE REGIONAL OFFICE 1�7On,.e�L, 1'..
Location: 2090 U.S. Highway 70, Swannanoa, North Carolina 28778 1� Ol u1C'ilY 01111a
Phone:: [phone]kwww.ncwaterqLiality.org
FAX;ty.org 99-7043 �aturatl�
Internet: www.ncwaterquality.org
An Equal Opportunity \ Affirmative Action Employer

Mr. Rice
October 8, 2012
Page 2 of 3
REQUIRED RESPONSE
The DWQ requests that you respond by November 8, 2012. Your response should be sent to the
attention of Susan Wilson, Division of Water Quality, 2090 US HWY 70, Swannanoa, NC 28778
and should address the following items:
1. Stream Standard - Other Waste (In -Stream Sediment)
a. Please provide a map of the project area. The map must include all streams and
wetlands, detailing impacts both on- and off -site.
b. Please submit a Sediment Removal Plan (Plan) to this office for review and
approval. The Plan must address removal of accumulated sediment from all surface
waters. It is recommended that you (or your consultant) contact Susan Wilson of
the Asheville Regional Office for additional guidance during Plan development.
The Plan should include:
• A narrative explaining how sediment will be removed; including, techniques,
manpower and tools to be used.
• A proposed schedule with dates that indicate when you expect to begin and
complete the removal of sediment.
• A diagram of the stream channel, referenced with photo documentation of
sediment impacts before and after removal.
• A narrative explaining how and where the removed sediment will be disposed
and stabilized.
• Please explain how turbidity standards will not be exceeded.
c. Once the work is complete, a final report documenting the results of the sediment
removal activities should be submitted to Susan Wilson.
Thank you for your attention to this matter. This Office is considering sending a recommendation
for enforcement to the Director of the Division of Water Quality regarding these issues and any
future/continued violations that may be encountered. Your above -mentioned response to this
correspondence will be considered in this process. This office requires that the violations, as
detailed above, be abated immediately. These violations and any future violations are
subject to a civil penalty assessment of up to $25,000.00 per day for each violation.

Mr. Rice
October 8, 2012
Page 3 of 3
Should you have any questions regarding these matters, please contact Susan Wilson at (828) 296-
4500.
Sincerely,
Chuck Cranford, Regional Supervisor
Surface Water Protection
Asheville Regional Office
cc: Steve Beasley, Jackson County
Karen Higgins, WeBSCaPU
ARO File Copy
S:\SWPVackson\Complaints\Rice GradingWOV-2012-SS-0009.Rice Grading.10 2012.doc

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Jackson County, NC Detailed Tax Parcels Report Friday, September 14, 2012
map is prepared for inventory of real property
within Jackson County. It is compiled from t
recorded deeds, plats, and public datar N
records. Users of this map are hereby notifieda
that the aforementioned public information
sources should be consulted for verification.v►�
Jackson County or any County representative
assumes no legal responsibility for the
contents of this map.
Owner 1:
RICE, JOEL
Owner 2:
RICE, MELISSA
Physical Address:
GOODWILL DR
Property Description:
LT 6 OYSTER RANCH
Account Number:
68347
PIN:
7572-54-6373
Mailing Addressl:
PO BOX 1452
Mailing Address2:
City State:
CASHIERS NC
Zip Code:
28717
Deed Reference:
1617/517
Deed Date:
2006-09-18 00:00:00.0
Sales Price:
$20,000.00
Assessed Acreage:
0.71
Map Sheet:
7572.04
Plat Reference:
15/383
Appraisal Neighborhood:
CASHIERS
Neighborhood Code:
7000
Township:
CASHIERS
Township Code:
07
Total Building Value:
$0.00
Land Value:
$62,260.00
Total Value:
$62,280.00

Jackson County, NC Detailed Tax Parcels Report Friday, September 14, 2012
Owner 1:
FLEITES, FERNANDO A
Owner 2:
FLEITES, ELIZABETH
Physical Address:
LT 5 CEDAR RIDGE EST
Property Description:
LT 5 CEDAR RIDGE EST
Account Number:
125371
PIN:
7572-54-6799
Mailing Addressl:
31 STATION CT APT 206
Mailing Addressl:
City State:
GREENVILLE SC
Zip Code:
29601
Deed Reference:
1465/100
Deed Date:
2Q04-11-24 00:00:00.0
Sales Price:
$83,000.00
Assessed Acreage:
3.08
Map Sheet:
7572.04
Plat Reference:
11/644
Appraisal Neighborhood:
CEDAR RIDGE ESTATES
Neighborhood Code:
7008
Township:
CASHIERS
Township Code:
07
Total Building Value:
$0.00
Land Value:
$100,000.00
Total Value:
$100,000.00

Jackson County, NC Detailed Tax Parcels Report Friday, September 14, 2012
*WARNING: THIS IS NOT A SURVEY!* This 1,
map is prepared for inventory of real property
within Jackson County. It is compiled from
recorded deeds, plats, and public data
records. Users of this ma are herebynotified
that the aforementioned public inforation `' t
sources should be consulted for verification. vv r
Jackson County or any County representative'rn
assumes no legal responsibility for the
contents of this map.
Owner 1:
Owner 2:
Physical Address:
Property Description:
Account Number:
PIN:
Mailing Addressl:
Mailing Address2:
City State:
Zip Code:
Deed Reference:
Deed Date:
Sales Price:
Assessed Acreage:
Map Sheet:
Plat Reference:
Appraisal Neighborhood
Neighborhood Code:
Township:
Township Code:
Total Building Value:
Land Value:
Total Value:
NORTHERN TRUST CO TRUSTEE
LT 3 CEDAR RIDGE EST
LT 3 CEDAR RIDGE EST
137707
7572-64-1929
PO BOX 1354
CHICAGO IL
60690
1698/72
2007-09-07 00:00:00.0
$0.00
2.81
7572.04
7/52,15
CEDAR RIDGE ESTATES
7008
CASHIERS
07
$931,350.00
$200,000.00
$1,131,350.00

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NC DWQ Stream Identification Form Version 4.11
Date: -2:74
Project/Site: ptt� �55
Latitude `7)� Z`� 6) 2)Evaluator:
51
A
County:
o
Longitude: - 3 -�5278
Total Points:
Stream is at least intermittent (�
Stre termination (circle one)
Other
if>_ 19 or perennial if 2: 30* l `
Ephemeral Intermittent Perennial
e.g. Quad Name:
A. Geomorphology (Subtotal =
Absent
Weak
Moderate
Strong
la' Continuity of channel bed and bank
0
1
3
2. Sinuosity of channel along thalweg
0
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
2
3
4. Particle size of stream substrate
0
2
3
5. Active/relict floodplain
1
2
3
6. Depositional bars or benches o GLV Pc
1
2
3
7. Recent alluvial deposits
0
2
3
8. Headcuts
0
1
•2
3
9. Grade control
0
0.5
Ob
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No
Yes = 3
artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = I'D )
12. Presence of Baseflow
0
1
�
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
C1J
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1.5
17. Soil -based evidence of high water table?
( No = 0
Yes = 3
C. Biology (Subtotal =
18. Fibrous roots in streambed
3
2
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
1
2
3
21. Aquatic Mollusks
1
2
3
22. Fish
0.5
1
1.5
23. Crayfish
QO
0.5
1
1.5
24. Amphibians
0.5
1
1.5
25. Algae
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
L4IP-i�
Sketch:
C41i W ?•Ot.J�
(L (O.5:AL,L '0�N r

Wilson, Susan A►
From: Anderson, Danielle <[e-mail]>
Sent: Tuesday, February 26, 2013 4:45 PM
To: Wilson, Susan A
Cc: Cromer, Steve
Subject: Jackson County Crossing Question (N 35d 17.447m, -83d 16.692m)
Attachments: IMG00098-20130208-0958 jpg
Susan,
As a follow up from our phone conversation this morning, I am attaching a photo taken of the access road at the area of
interest. An access road was established to get to a structure during construction, but will need to remain for future
access. The coordinates are N35d 17.447m, W83d 16.692m. This is located off of 441, behind the church. If you are
facing the church, you would go to the right up the hill and follow the drive. Then bare back to the left and you'll see a
curve in the road, which is the location we are interested in. Please verify whether or not your office requires anything
for this work.
Thank you for your assistance. Steve Cromer is familiar with this project and can assist you with further information if
needed. His number is 864-934-8431.
r
Sincerely,
Danieffe Anderson
Duke Energy - Transmission Engineering
Siting and Permitting
526 South Church Street, Charlotte,
Office 704-382-4503
Cell 980-216-0184
danielle.anderson@duke- energy. cor

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SCALE 1:24000
FEET

NC DWO Stream Identification Form Version 4.11
Date: /Zq , t w -3 ; O i?'"-
Project/Site: (Vic_Co p4oP
Latitude:
Evaluator: 5, ILsc�
County: I
t�
Longitude:
Total Points: 13
termination (circle one)
Other
Stream is at least intermittent
if>_ 19 or perennial ifz 30`
rE hemera Intermittent Perennial
e. Quad Name:
g'
A. Geomorphology (Subtotal = )
Absent
Weak
Moderate
Strong
1a' Continuity of channel bed and bank
0
1
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
1
2
3
4. Particle size of stream substrate
0
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
3
8. Headcuts
0
2
3
9. Grade control
0)
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
= 0
Yes = 3
-artificial ditches are not rated; see discussions in manual
B. Hvdroloov (Subtotal = 1
12. Presence of Baseflow
1
2
3
13. Iron oxidizing bacteria
1
2
3
14. Leaf litter
1.5
1
M.
0
15. Sediment on plants or debris
0
0.5
Ll1.5
16. Organic debris lines or piles
1 0
1 0.5
1
1.5
17. Soil -based evidence of high water table?
INo = 0
Yes = 3
C. Bioloav (Subtotal =
18. Fibrous roots in streambed
3
2
0
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
10
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
j 1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5
Other 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
v
Sketch: o.,y io 7 (H o� eSN tci2�
4., N E4 �lbCLIO-
3
L
2
0or-1/Flet> "/L--'R- (_K't;)

Jackson County, NC Detailed Tax Parcels Report Monday, October 17, 2011
*WARNING: THIS IS NOT A SURVEY!*! T�
map is prepared for inventory of real property
within Jackson County. It is compiled from
recorded deeds plats, and public data
records. Users of this map are hereby notified
that the aforementioned public information
sources should be consulted for verification,
Jackson County or any County representative
assumes no legal responsibility for the
contents of this map. t
Owner 1:
MCCOY, EMORY W TRUSTEE
Owner 2:
Physical Address:
NC107
Property Description:
NC 107
Account Number:
44519
PIN:
7564-63-3447
Mailing Addressi:
PO BOX 250 ! '
Mailing Address2:
City State:
GLENVILLE NC
Zip Code:
28736
Deed Reference:
796/326
Deed Date:
1992-02-07 00:00:00.0
Sales Price:
$0.00
Assessed Acreage:
0.58
Map Sheet:
7564.04
Plat Reference:
Appraisal Neighborhood:
GLENVILLE LAKE EAST
Neighborhood Code:
15081
Township:
HAMBURG
Township Code:
15
Total Building Value:
$0.00
Land Value:
$21,420.00
Total Value:
$21,420.00

Wilson, Susan A
From: Steve Beasley [[e-mail]]
Sent: Tuesday, October 11, 2011 8:33 AM
To: Wilson, Susan A
Subject: Boggs Property
Susan,
PIN for the property is listed as Emory McCoy 7564-63-3447.
Thanks
Steve Beasley
Land Development Compliance Officer
Jackson County Planning -Cashiers
Phone [phone]
Fax[phone]
,OPF
1

Michael F.-Easley, Governor
illiaLGRossE
retaryNorth CarolinaDepartme rvir menurces Alan W. Klimek, P.E. Director
Division of water Quality
SURFACE WATER PROTECTION
March 15, 2006
Mr. Greg Rabi
Post Office Box 1803
Franklin, North Carolina 28744
Subject: In -stream Sand Mining
Permit No: NCG520000.
Little Tennessee River
Jackson County
Dear Mr. Rabi:
Enclosed you will find the application or Notice of Intent (NOI) for in -stream sand .mining.
Please fill out the application completely, especially take note of the final checklist on the last page
and mail the completed package to the address in the NOI.
If you should have any questions please contact me at [phone].
Sincerely,
Enclosure
19
Lar Frost, CPE
Ey&ironmental Engineer
N i hCarolina
�atcrra!I
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778 Phone [phone] Customer Service
Internet: www.ncwaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer— 60% Recycled/10% Post Consumer Paper

FED-02-06 12:23 PM STILLWELLENT
0285863994
STILLWELL ENGINEERING
FACSIMILE TRANSMITTAL.SI-IEET
gip. FROM:
Lori Moorhead Alegi Stillwell
EPWANY: DATE:
NCDEN-R — Div. of Water (duality 2/2/2006
IrAx NUMBER. TOTAL NO. OF PAGES INCLUDING COVEIL,
82-299-7043 3
PHONE NUMSM. SENDER'S REFERENCE NUMBEA•
RE; YOUR REPERENCE NUMBF-K
Watershed Ch. ssificatton
❑ URORNT FOR REVIEW 1 PLEASE, rQMMSNT X PLEASE. REPLY Q PLEAS-8 RE;CYCLF
NbTB3/cOMM8NT5-
Ms. Moorhead:
I need the attached WSCA tO/99 foam Filled out by your office as part of an application for a
pmssurc systctn in Highlands. The application is sent to FQ11fiigi�, so thy require this form ttx be
sent with tfie application.
You may fax the completed form to me at.
a -
828-586-5904
Thank you.
y �• �'
:
D E C E vE
FEB - 2 2006
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
..
p0 SCfV s35 SYLVA. NC 28779 ,
PTIONE. 9«9-$R6.6424

FEB-02-06 12:24 PM STILLWELLE14T
iU�IUGUl1G � � r« r w a i u�rugia�ui� n,oFr
02955639@4' P.03
Higruunpas quourallulm G=-1.276
projection is UTM Zone 17 NAD83 Datum
httpf/w�ww.tdpozane.coig/point.asp?z=j7&n=3882510.9998804'9&e=2975Y8.9999612081ic... Y?.f8/Z805

FED-02-06 12:24 PM STILLWELLENT 0205863904 P.02
State of North Carolina
Departiment of Enviroflnient and Natural Resources
Division of Water Quality
WATERSHED CLASSIFICATION ATTACHMENT' ;
Any changes made to this form will result In the application being returned.
(2!ffISF0RMMAYBEPff07VC0PIEDF0.R USEASANORIGINAL)
INSTRUCTIONS:
Ta determine tits Classification of the watersW(s) in which the subject project will be located, you are required to
submit this form, with items I through 8 completed, to the appropriate Division of Water Quality Regional Offroe
Water Quality Supervisor (see -Page 2 of 2) prior to submittal of the application for review. At a minimum, you
must include an 8.5" by 1 V copy of the portion of a 7.5-minute USGS Topographic Map that shows the surface ?.
waters immrdiately downslope of the project. You must idcutify the location of the project and the closest
downslope surface waters (waters far which you are requesting the classification) on the submitted map copy. If the
facility is located in the Neese River Basin, also include a copy or the soil survey map'fbr the project 10mtion. The
corresponding non -discharge application may not be aubioitted until this Berm Ib completed by the
appropr We regional efr" and included with the submltt d.
1_ Applicant's name (name of the municipality, corporation, individual, etc.):
Town ofMghlands _ .
2. Name and complete address of applicant: Torn pfEaghlmds
North Fourth
City: Me nd stale: NC .Zip: 29741
Telephone number; ( $28 ).526 - 2118 Facsimile number: (82$ ) 526 2395. _
- 3. Project nine (name of the subdivision, Paoility or establishment, etc.):
Seeluovah Woods Sanitary Sewer Force Main Extension `
4. eMnty where piejed is located Macon
5. Name(s) of closest surfacc waters: La&.ftuovah
0.. Mver tasin(s) in which the project is located:. Liitlo Tennessee
7. Topographic map dame and dale: Ili ands, 19$0
8. North Carolina Professional Engineer's seal, signature, and date: y
� �. t: •1ar,:�
. 4 v
TO: REQOr4AL OFFICE WATER QUALITY SUPERVMOR �y'ftry,�f � ��,�►. � w 4a
Please provide the with the classification(s) of the surface waters. watershcd(s), and appropriate rivers) where '
these activities will occur, as identified on the attached map segment:
lVarite(s) of surface waters and river bflxin(s): �� Greg i' 1 c ie �P�u �`�' �
)��. }
classification(s) (as established by theFi1ViC;�5
Proposed classification(s). If applicable:
)fiver basin buffer rules, if applicable: L - S Puts �
Signature of t�egiorittl oliice personnel s8� Date: Q 3
FORM: WSCA 10199 Page 'I of 2

ROENR
North Carolina Department of Environment and;N.atural Resources
`Division of W8ti5r.Resoufces
Michael F. Easley, Governor
January 25, 2006
Tessentee Creekers
3978 Tessentee Road.
Franklin, NC 28734
E C E li
J A N 3 0 2006
WATER QUALITY SECTION
ASHEVILLE RE:GIC11141- C^rjr
Dear Tessentee Creekers.•
William G. Ross Jr., Secretary
John Morris, Director
Congratulations on your designation as a Stream Watch group for your chosen body of water in
Macon County. I am the State Stream Watch Coordinator, and look forward to being of assistance
to your group in organizing andcarryingout its chosen activities. You will soon receive a package of
Stream Watch Materials, if your have not already received them, and I hope that you find them.
informative and useful.
Please note that specific water quality problems that you may discover while watching your stream
should be directed to the Division of Water Quality (DWQ), Surface Water Protection Section Regional
Supervisor at the appropriate DENR regional office. In your case this would be:
Asheville Regional Office
2090 U.S. Highway 70
Swannanoa, North Carolina 28778
The Surface Water Protection Section Regional Supervisor may have Water quality data about your
stream and will have -records of the (NPDES) permits that dischargers must have to legally release
effluent into a stream. The DENR Regional Office also knows where the nearest DWQ biological and
may De useful to your group.
The Division ,of Land Resources (PLR), Land Quality Section Regional Engineer for erosion and
sediment control will be able to assist you in solving problems such as sediment inputs from unstable
slopes and construction operations. The DLR Land Quality Section Regional Engineer for your area is
Janet Boyer and can be reached at the above address. _
1611 Mail Service Center, Raleigh, North Carolina 27699-1611
Phone: [phone] FAX: [phone]nternet: www.ncwater.org

Other types of problems or questions may be directed to me at:
Holly Denham
Stream Watch Coordinator
DENR - Division of Water Resources
1611 Mail Service Center
Raleigh, NC 27611-1611
[phone]
holly.denham0mcmail.net
Please be certain to include "Division of Water Resources" on any mail you send me; otherwise there
may be delays in delivery.
The types of things my office can do for your group include suggestions on projects you may wish to
undertake, contacts in other groups with whom you may wish to coordinate activities, and ways to
recruit new members for your group. We would be glad to hear from and encourage you to contact
us if you wish to discuss these types of ideas.
Good luck with your endeavors, and do let me know how things are going!
Sincerely yours,
Holly Denham
Stream Watch Coordinator
HD/li
—MI UA .o' _b a-n or

OF WATER
0� Q Michael F. Easley, Governor
illi G. oss Jr., Scm,3YNorth Carolina Department of nvironme and Rem
o _�
' Alan W. Klimek, P.E. Director
Division of Water Quality
Surface Water Protection Section
October 1, 2004
Mr. Mack Dendy
Jackson County Health Department
538 Scotts Creek Road, Suite 100
Sylva, NC 28779
Subject: Inadequate Wastewater Disposal
Holding of Certificate of Occupancies
Failing Sewer Line in Dix Gap
Jackson County
Dear Mr. Dendy:
It has come to the attention of the Division of Water Quality that the following residences do not have
an adequate wastewater disposal alternative. The properties in question are served by a failed,
"orphaned," sewer line in the Dix's Gap community located south of Western Carolina Universities
campus. The properties in question are as follows:
Barbara Macon D — 8 & F —3
PO Box 665
Cullowhee, NC 28723
7559.52.626 Db 752, pg 233
and
David Rayburn F-2
4318 San Juan St
Tampa, Fla. 33629
7759-42-9503 Db 398, Pg 83
Due to these properties not having adequate sewage disposal, the Division of Water Quality hereby
requests that all future Certificates of Occupancy be held until such a. time that adequate sewer
service is available.
NorthCarolina
Aatumllk
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us FAX [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

en .
Inadequate Wastewater Disposal
Holding, of,;C&tificate,of Occupancies
Page 2:
Should you have any further questions regarding this matter, please do not hesitate to contact me at
Kevin. Barnett(cr�ncmail net or at 828.296.4657.
Sincerely,
A44�_
Kevin H. Barnett
Environmental Chemist
cc: Jackson County Building Inspectors Office
Barbara Macon
PO Box 665
Cullowhee, NC 28723
David Rayburn
4318 San Juan St
Tampa, Fla. 33629 "
Mr. Hugh Montgomery, Tuckaseigee Water and Sewer Authority

QF W A � F 1wi
1li--l'Fi
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. _
\Q (r North Carolina Department of Environment and Natural Resources
rAlan W. Klimek, P. E. Director
Division of Water Quality
O 'C Coleen H. Sullins, Deputy Director
Division of Water Quality
Asheville Regional Office
WATER QUALITY SECTION
July 12, 2004
Andrew Comrie
Western Carolina University
Facilities Management Building
Culowhee, NC 28273
Subject: Change of Authorized Impacts
Western Carolina University
Centennial Drive Re -Alignment
Certification Number: 03-0064
Jackson County
Dear Mr. Comrie:
On July 8, 2004, your consultant requested that the design of the road culvert crossing underthe re-
aligned Centennial Drive be changed in order to not disrupt utilities. In addition, on July 8, 2004, you
consultant also submitted design (typical's) for level spreader's to be installed at the end of pipes ES
12-3 and ES 11-5 to provide for diffuse flow of collected stormwater through the vegetated buffer
prior to discharge to the receiving stream (UT to Cullowhee Creek). Additionally, your consultant has
agreed to replace any removed vegetation along the UT to Cullowhee Creek with woody vegetation
consistent with the plant list located at http://dem.ehnr.state..nc.us/wrp/pdf/buffers.pdf. All
restoration, stormwater measures, etc. shall be installed and functional prior to completion of the
replacement of the culvert -under .the re -aligned Centennial Drive.
By this letter, the Asheville Regional Office is authorizing the requested change in impacts in
accordance with the submitted request, dated July 8, 2004, and additional information submitted July
9, 2004. 1
100
2090 U.S. 70 Highway Swannanoa, North Carolina 28778 Telephone [phone] Fax [phone] Customer Service 1-877-623-6748

Change of Authorized Impacts
Western Carolina University, Centennial Drive Re -Alignment
Page 2.
r
Nothing in this document removes from you the requirements to comply with all other conditions of
the issued Water Quality Certification Number 03-0064, nor any state General Statute or
Administrative Code.
Should you have any questions, please do not hesitate to contact Kevin H. Barnett of my staff at
Kevin. BarnettCa)-ncmail.net or at 828-296-4657.
Sincerely,
T
r -t Forrest R. Westall
Water Quality Regional Supervisor
cc: Mr. Charles Koontz, NC Division of Land Quality
Mr. John Dorney, Wetlands Unit
Mr. Casey M. McKinley, 'Woolpert, LLP
3800 Fernandina Road
Suite 100
Columbia, SC 29210
In
2090 U.S. 70 Highway Swannanoa, North Carolina 28778 Telephone [phone] Fax [phone]
C
Customer Service 1-877-623-6748

Transmittal
Oki; �tV;DOi�F�E1t If enclosures are not received as noted below,
please call sender or Woolpert at 803.731.0261
Date: July 8, 2004
To: Kevin Barnett
NCDENR 401 Wetlands Unit
2090 U.S. Highway 70
Swannanoa, North Carolina 28778
We are sending you
❑ Shop Drawings
❑ Other
D DJUL 1 2 2004
WATER QUALITY SECTION
Re: Western Carolina University DWQ #03-0064
Centennial Drive Relocation
Order Number: 59735.06
Shipped Via: UPS Next Day Air
[phone]
❑ Samples ❑ Specifications ® Plans ❑ Change Order
Copies
Date
No.
Description
1
7/8/04
1
Vegetative Planting Plan
1
7/8/04
1
Level Spreader Location Plan
1
7/8/04
1
Level S reader Detail
Remarks:
Enclosed plans are for the modification to the existing 401 certification. Please advise if you need any
additional information.
Copy To:
59735 file
Signature: Casey M. McKinley, PE
Woolpert LLP
WOOLPERT LLP
3800 Fernandina Road, Suite 100 • Columbia, South Carolina 29210-3838
803.731.0261 - Fax 803.731,0132 - www.woolpeq.com

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EXISTING WOODY VEGETATION TO
BE RELOCATED FROM THIS AREA
�TO ALLOW FOR INSTALLATION
OF CULVERT
K 'P t LAKED
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DISTURBED ONLY AS REQUIRED FOR
INSTALLATION OF PROPOSED CULVERT.
2) RELOCATE AND STABILIZE WOODY
VEGETATION IN ACCORDANCE WITH VEGETATIVE
STREAMBANK STABLIZATION STANDARDS AS
OUTLINED IN NC EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL.
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if you do not receive the number of pages listed below,
please call sender or Woolpert at 803.731.0261
To: Kevin Bameit
Company: NCDENR - Asheville
Fax Number: 828.299.7043
Pages Sent: 4
(Including cover page)
Copies to:
Motes:
RE:
p E C E � V E
JUL - 9 2004
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
From: Casey M. McKinley
Department: SD
Order Number. 59735
Date: July 8, 2004
Western Carolina University - Ce,itennial.L)rrve Relocation DWQ#03-0064
culvert Replacement
Kevin,
per our previous conversations, attached are sketches showing the locations and detail of the
level spreaders and the vegetative restoration at the existing ditch. Please advise if you need
any additional information or have comments prior to issuing a letter of approval. i will
follow up with an original copy via UPS overnight delivery.
Again, thank you for your assistance with", project. -
WOOLPERT LLP
38M Fernandina Road, Suite 100 • Columbia, South Carolina 29210-3838
803.731.0281 • Fax [phone] • www.woolpertcom
)ow' rernanatna Koaa, buRe luu
Columbia, South Carolina
29210-3838
803.731.0261
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001
PLANTING PLAN DATE 7/8/0
WCU CENTENNIAL DRIVE SR. 1 O
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LOCATION PLAN O
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July 7, 2004
JKL •-Sb
WATER QUALITY SECTION
03
_ vo(0y
Michael Parker r
WOOLPERT NCDENR Asheville Regional Office
Interchange Building
59 Woodfin Place
Woolpert LLP Asheville, North Carolina 28801
3800 Fernandina Road
Suite 100
RE: 401 Water Quality Certification
Columbia, SC 29210-3838 Western Carolina University - Centennial Drive Relocation
803.731.0261 DWQ #03-0064
Fax: [phone]
Dear Mr. Parker:
www.woolpert.com
Per my telephone message to you on July 7, enclosed please find the following:
• Seven (7) copies each of Construction Drawings:
4A - Existing Conditions/Demolition Plan
8A - Grading and Drainage Plan - original (VOID)
8A - Grading and Drainage Plan - revised
• Seven (7) copies of vicinity map
• Seven (7) copies of culvert revision exhibit
• Seven (7) copies of 401 Water Quality Certification - existing
• One (1) check in the amount of $200 for review fee
The contractor has encountered utilities which will prevent the installation of a 54"
concrete culvert as originally designed. The proposed revised design incorporates a
drop manhole structure, which will allow the culvert to fit between existing utilities.
We determined that a normal DOT -approved manhole structure would not allow
passage of aquatic life upstream through the culvert, as required by the General
Water Quality Certification. The bottom of the manhole will be paved from invert to
invert in order to allow aquatic life to pass through the structure. The remainder of
the design is consistent with the original design.
The proposed design modification will not create or change any stream impacts. We
would like to request a formal review and reapproval of the plans in order to verify
compliance with the requirements of the 401 certification. Your assistance and
prompt attention to this matter to keep this project on schedule are greatly
appreciated by Western Carolina University and the North Carolina Department of
Transportation. Please contact me if you need any additional information.

Mr. Michael Parker
July 7, 2004
Page 2
Sincerely,
WOOLPERT LLP
F
Casey McKinley, PE
Project Engineer
cc: Bill Cutlip, Woolpert
John Austin, Western Carolina University
Dale Irons, Phillips and Jordan
Rick Styles, NCDOT
59735.06

07/08/04 09:29 FAX [phone]
WOOLPERT ,
001
" Fax
If you do not receive the number of pages fisted below,
tlllilt111 i'fi p
please call sender or Wool err at 8(}3.731.0261
To: Kevin Barnett
Company: NCDENR - Asheville
Fax Number: 828.299.7043
From:
Department:
Casey M. McKinley
SD
Order Number. 59735
Pages Sent: 8 Date: July 8, 2004
(Including cover page)
Copies to:
Notes:
RE; Western Carolina University - Centennial Drive Relocation DWQ#03-0064
Calvert Replacement
Kevin,
Attached is a copy of correspondence that should be atTiving at your office by Friday
morning.
We are requesting a modification to the existing 401 Certification for this project_ Ron
Reagan from Woolpert will be stopping by your office sometime this aftemoon to discuss this
project with you. If he hasn't contacted you yet, and you would like to speak with him to
discuss scheduling of a meeting, his mobile phone number is [phone]. Due to the
(hopefully) minor nature of the requested change and the schedule -sensitive importance of
this project to NCDOT and WCU, we are hoping that you can assist with any technical
recommendations and approvals needed in order to keep the project on schedule_ in the
interim, please contact me if you have any questions. Thank you for your assistance.
WOOLPERT UP
3800 Fernandina Road. S00100 -Columbia, South Carolina 292
803.731.0261 • Fax [phone] • www.woolpert.com D
JUL - $ 2004 D
WATER QUALITY `SECTIO OFFICE

—.. —.. vz .a.v vv 1ti[i VV I o.L V.LJG
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July 7, 2004
R:"
MMichael Parker
WOOLPERT NMENR Asheville Regional Office
Interchange Building
59 Woodfin Place
Woolpert LLP Asheville, North Carolina 28801
3800 Fernandina Road
Suite 100 RE: 401 Water Quality Certification
coldrnhia, SC 29210-3838 Western Carolina University - Centennial Drive Relocation
803.731.0261 DWQ #03-0064
Fax: 803,731.0132
www.woolpert.com
Dear Mr. Parker:
Per my telephone message to you on July 7, enclosed please find the following:
• Seven (7) copies each of Construction Drawings:
4A - Existing Conditions/Demolition Plan
8A - Grading and Drainage Plan - original (VOID)
8A - Grading and Drainage Plan - revised .
• Seven (7) copies of vicinity map
• Seven'(7) copies of culvert revision exhibit
• Seven (7) copies of 401 Water Quality Certification - existing
• One (1) check in the amount of $200 for review fee
The contractor has encountered utilities which will prevent the installation of a 54"
concrete culvert as originally designed. The proposed revised design incorporates a
drop manhole structure, which will allow the culvert to fit between existing utilities.
We determined that a normal DOT -approved manhole structure would not allow
passage of aquatic life upstream through the culvert, as required by the General
Water Quality Certification. The -bottom of the manhole will be paved from invert to
invert in order to allow aquatic life to pass through the structure. The remainder of
the design is consistent with the original design.
The proposed design modification will not create or change any stream impacts. We
would like to request a formal review and reapproval of the plans in order to verify
compliance with the requirements of the 401 certification. Your assistance and
prompt attention to this matter to keep this project on schedule are greatly
appreciated by Western Carolina University and the North Carolina Department of
Transportation. Please contact me if you need any additional information.

1J.UU rAA oUJ-tax V13Z-----WUULFh1Cf _ > CHARLOTTE 19003
Mr. Michael Parker
July 7, 2004
Page 2
Sincerely,
WOOLPERT LLP
Casey McKinley, PE
Project Engineer
cc: Bill Cutlip, Woolpert
John Austin, Western Carolina University
Dale Irons, Phillips and Jordan
Rick Styles, NCDOT
59735.06

PROJECT LAYOUT
VICINITY MAP
e
------- I U,
I I .IIII _ Q ')nnn
WATER QUALITY SECTION
3HEVILLE REGIONAL OFFICE

2082
2080
2078
2076
DATUM ELEV
,2075.00
0
rn
w
0
N
WOOLPERT LLP
3800 Fernandina Road, Suite 100
Columbia, South Carolina
29210-3838
803.731.0261
WOOLPERT FAX: [phone]
WATER QUALITY SECTION
CONCRETE BACKFILL 5' ON
EACH SIDE OF EXISTING
SANITARY SEWER AND UNDER
EXISTING DUCT BANK
DTH FROM
ERT TO
INVERT OF
I CONCRETE TO
4SSAGE OF
REINFORCE
H4"x4"W4.0x
WIRE FABRIC.
GRAPHIC SCALES IN FEET
30 60 - 90
CULVERT REPLACEMENT PROJECT NO.
59735.02
PROFILE VIEW DATE 7/7/0
WCU CENTENNIAL DRIVE DR. CMM
SHT. # 1 OF 1
CULLOWHEE, NC

v1iv1iV4 10;01 t+AA OU3 Y31 U132 WOOLPERT CHARLOTTE Z 006
Zooli311 TZT-L ON XR/X13 65.-9T Q M Co/9o/eo wmrarrtta.moss .lr.,5ecrstery
pG North Carolina Department of Eavispnment and Natural Resources
`p. Alan W. Klimek, P.E. Director
r DbAsion of Water Quality
February 25, 200$
DW.Q# 03-DO64
Jackson County
Mr. Andrew Comrie .
Western Carolina University
Facilities Management Building
Cullowhee, NC, 28273
APPROVAL* of 401 Water.Ouality Certificationwith Additional Conditions
Dear Mr. Comrie.
You have our approval, in accordance with the attached conditions, to place fill in 60 linear feet of perennial streams in
order to replace a cuLvert on the campus of Western Carolina University in Jackson County, as described In your application
received by the Division of Water Quality (DWQ) on January 24, 2003, and in additional correspondence received January
31, 2003. • After reviewing your application, we have determined that this fill is covered by General Water Quality
Certification Number 3362, Which can be viewed on our web site'at httQ./fi26.enr,state.no.us/ncwetlands. This Certification
allows you to use Nationwide Permit Number 39 when it is issued by the U.S. Array Corps of Engineers. In addition, you
should get any other federal, state or local permits before you go ahead with your project including (but not limited to)
Sediment and Erosion Control, Non -Discharge and Water Supply Watershed regulations. Also this approval Will expire
when the accompanying 40A permit expires unless otherwise specified in the General Certification.
This approval Is only valid for the purpose and design that you described -In your application... H you .change your
project, you must notify us.in writing and you may be required to send us a new application for•a•:ngw,certfflcation::.lf the, . .
property is sold, the new owner must be given a copy of the Certifcatipn and approval letter: and is thereby:responsible'•for•
complying with ali conditions. If total wetland fills for this project (now or in the future) exceed• enerapre;•coinpendMoy
mitigation maybe required as described in 15A NCAC'21­1 .0508 (h): For this approval to bevalid;-you most:foilow:the-
conditions listed in the attached certification, as• vyell as the additional conditions fisted below:.,
Waste or borrow sites shall not be. located in streams or wetlands;
2. All culverts must be designed, constructed and placed to allow aquatic life passage_ Culverts 48" or larger should be
buried approximately 1' into the streambed. Culverts less than 48 inches in diameter should be buried to a depth equal
to or greater than 20% their size to. allow for aquatic life passage. These measurements' must be based on natural
thalweg depths. To the extent possible, pipe installation should be accomplished in a manner that prevents damming or
drop outlets on either end of the pipe in orderto maintain aquatic life passage. No damming or freefalling waters should
occur during low flow conditions. The upstream and downstream stream dimensions should not be modified;
3. Construction activities shall be conducted In such a manner as to prevent significant increase in turbidity outside the
. area of construction or construction related discharge (50 NTU's in streams and rivers not designated as trout waters);
4. lnstream work and land disturbance within the 25-foot wide buffer zone are prohibited during the trout spawning season
of October 15 through April 15 to protect the egg and fry stages of trout from off -site sedimentation during construction;
S. High Quality Waters Best Management Practices for Sedimentation and Erosion Contror -measures shall be used for this
project:
6_ Native species should be used to provide aridlor restore streambank stabilization and shade;
7. If concrete will be used, work must be accomplished SO that wet Concrete does not contact stream water. This will
lessen the chance of altering the stream's water chemistry and causing a fish kill;
8. Spanning structures and pipes should be sized and installed in a manner that will preserve floodplain and stream
functionality, including flood passage;
APA
N. C. Division of WaterQuaRy 1617 Mail Service Center Raleigh, NC 2769E-1517 (sib) 7337o15 Customer Service
1 Boo 623.77d8
•- - ---- .� . -.. rrW C hlW R --WnX.4: IaG s 4 r PfA-CrA->1WhT

u/iuriu4 lb:bi FAA 8u3 731 0132 WOOLPERT CHARLOTTE U 007
eoQp. [TZTL ON Xa/X13 62:21 ('U EO/20/Bo
You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401
9. q
Certification has been completed -
If you do not accept any of the conditions of this certification, you may ask for an adjudiicatory hearing. - You must act
which conforms to
within 60 days of the date that you receive this latter. To ask for of Ad hearing,send a written pet, 6714 Mail Servi a Center,
Chapter 1SOB of the North Carolina General Statuts cohditiothe �s e f naland binding uministrative n errs you ask for a hearing_
Raleigh, N.C. 27699-6714. This certification and it
.This fetter completes the review of the Division ofWaterAshev Ileality under Sectlion 401 of the Clean,Water Act. it Regional Off ce at 828-281 6208 Cynd1 Karoly in the Ve
any, questions, please telephone Mike Parker in DWQ stormwater requirements should be directed to Todd St. John
Central Office in Raleigh 919•-733-9721. Questions regarding
In the Central Office at 919 733-9684_
Sincerely,
AWK/cbk
Attachments
-cc- Corps'of Engineers Asheville Regulatory Field'office
Asheviile'QWQ Regional Office . . ' ,, • • -
• Central Files
File Copy
Todd Ball,,9751 Sauthem Pine Boulevard, Charlotte, NC, 282i3
Ron Linville, Wildlife Resource Commission
-.•.. 'Nmw a - wnma es : S.1 Eo-so-avw

XO:Ql raA aoa iu U13Z WOULPERT + CHARLOTTE 10008

Message Page 1 of 5
Reagan, Ron
From: McKinley, Casey
Sent: Wednesday, July 07, 2004 3:58 PM .
To: Reagan, Ron
Subject: RE: Centennial Drive Relocation Phase I & II
Sounds good. Here is the contact info for Mike Parker and .tif files of plans for printing. I just faxed you the
transmittal letter that is going to Mike Parker via overnight. Raleigh had requested 7 copies of plans and a $200
review fee, so I am sending 7 copies of plans and review fee to Mike via UPS Next Day Air. .
Glad you can help us out of this pickle.
Mike's information:
Michael Parker ([e-mail])
Interchange Building
59 Woodfin Place
Asheville, NC 28801
Tel:[phone] "
FAX: [phone]
From: Reagan, Ron
Sent: Wednesday, July 07, 2004 3:37 PM
To: John Austin
Cc: Wiley Harris; Cutlip, Bill; [e-mail]; Joe Walker; McKinley, Casey
7/7/2004

V U I/u4 15:4a VAA sus '131 U13Z WOOLPERT
-> CHARLOTTE 10001
Woolpertfax
LIIT
If you do not receive the number of pages listed below,
please.call sender or Woolpert at 803.731.0261
To: �V From: Gq-S4-
Company: G HACZ-Lojj�`
Department:
Fax Number: Order Number:
Pages Sent: g Date: �/ •7 A:�
(Including cover page)
Notes:
� ZO0 ,l 6:7�v &Ia7.
WE�jLf �,p
WOOLP5RT LLP
3800 Fernandina Road, Suite 100 • Columbia, South Carolina 29210-3838
803.731.0261 • Fax.[phone] • www.woolped.com -

PLANNING
11 Citrus Drive
September 4, 2003
ENGINEERING DESIGN
Sylva, NC 28779 (828) 586 - 1424
Mr. Hugh Montgomery, Executive Director
Tuckaseigee Water & Sewer Authority
1246 West Main Street
Sylva, North Carolina 28779
Re: Dicks Gap Sewer Rehabilitation
Tuckaseigee Water & Sewer Authority
Jackson County, North Carolina
Dear Mr. Montgomery:
Via Hand Delivery
At your request, we have enclosed advance "draft copies" of the Preliminary
Sewer Main Routing Plan and the associated Preliminary Project Cost Estimate for
the Dicks Gap Sewer Rehabilitation Project. This information remains subject to
further change until the completion of the final report, however we anticipate any
such modifications would be minor.
The routing schematic presented on the enclosed plan was developed using the
following assumptions, criteria and basis of preliminary design:
1. All existing sewer mains and individual sewer laterals serving Dicks Gap
residents are in poor condition and/or are improperly installed and should be
replaced as an integral part of this project.
2. All properties will be provided with gravity sewer service without the need for
pumping.
3. No more than one building should be connected to a sewer service lateral. Any
section of new sewer line intended to serve two or more buildings should be
designed, permitted and constructed as a sewer main.
4. Replacement of individual sewer services to customer connections will be
included as an integral part of this project rather than making the installation of
sewer laterals the responsibility of the individual property owne I pn,
is taken to have better quality,control over construction.
I SEP _ 8

Page Two
Mr. Hugh Montgomery
Executive Director
September 4, 2003
5. Contiguous access to a sewer main should. be provided to all involved
properties.
6. Based on stream. impact and economic considerations, it is recommended that
two separate replacement sewer mains be extended along both stream banks
of Dick Gap Creek. If a single sewer main were used with multiple creek
crossings to serve all properties, then much greater sewer main depths and/or
aerial crossings would be required.
7. New right-of-ways will be obtained for all sewer mains and all right-of-ways will
be contributed by the individual property owners at no cost.
8. No stream modifications or restoration will be performed as a part of this sewer
- rehabilitation project.
If any of the listed assumptions and criteria does not meet project expectations,
please notify us in the immediate future and we will make the necessary
corrections prior to completion of the preliminary engineering report. We hope this
advance information will be helpful to you at this stage of project planning. Please
do not hesitate to call if you wish to discuss this matter or have any questions.
Sincerely,
Lofquist & Associates, Inc.
Victor Lofquist;
- enclosures
cc w/enclosures: Tom Massie;
s � r
w iprE S S yy,'e
A i_
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fp O6 ••. •.O4�
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Prepared by:
Lofquist and Associates,
Sylva, North Carolina
(828) 586 -1424
Inc. Preliminary Cost Estimate
for
Dicks Gap Sewer Main Rehabilitation
Prepared for:
Tuckaseigee Water and
Sewer Authority
ESTIMATED CONSTRUCTION COSTS
Item #
Description
Unit
Estimated
Estimated Unit
Estimated Total
Quantity
Cost
Cost
1
8" PVC Gravity Sewer Main
LF
3,100
$31.00
$96,100
2
8" Ductile Iron Gravity Sewer Main
LF
550
$33.00
$18,150
3
4 ft ID Precast Concrete Manholes w/Ring & Cover
EA
32
$1,400.00
$44,800
4
Manhole Extra Depth over 6 vertical feet
VF
40
$200.00
$8,000
5
Manhole Vents
EA
6
$900.00
$5,400
6
Manhole Drop Connection
EA
6
$1,500.00
$9,000
7
Manhole Concrete Protection Slabs (along Ed Norton Road)
EA
6
$750.00
$4,500
8
Connection to Existing Sewer Main includes manhole
EA
1
$3,500.00
$3,500
9
Roadway Casing by Bore & Jack
LF
80
$135.00
$10,800
10
4" PVC Gravity Sewer Service with Clean -outs
LF
3,000
$23.00
$69,000
11
4" Ductile Iron Gravity Sewer Service with Clean -outs
LF
500
$26.00
$13,000
12
Pavement Patching (along sewer installation centerline
LF
460
$17.00
$7,820
13
1" Asphalt Pavement overlay (in addition to patching on
private road and drives impacted by sewer installation
SY
700
$8.00
$5,600
14
4" Gravel Overlay Allowance for section of Ed Norton Road
SR 1168 impacted b sewer installation
Tons
400
$19.00
$7,600
15
Abandon Existing Sewer Main in Place (assumes
underground piping grouted with flowable fill and aboveground
sections of manholes to be demolished and removed)
LF
2,000
$5.50
$11,000
16
Rock Excavation
CY
510
$85.00
$43,350
17
Erosion Control & Miscellaneous Restoration Allowance
LS
n/a
n/a
114 000
Estimated
Construction Cost Subtotal:
$371,620
OTHER ESTIMATED PROJECT COSTS
Item #
Description
Unit
Estimated
Estimated Unit
Estimated Total
Quantity
Cost
Cost
18
Design Surveys
LS
n/a
n/a
$5,500
19
Engineering Design (estimated from FmHA fee curves)
LS
n/a
n/a
$21,000
20
Bidding & Contract Administration Services (estimated from
FmHA fee curves)
LS
n/a
n/a
$8,000
21
Construction Observation (near full time - 90 day contract)
LS
n/a
n/a
$23,000
22
Record Drawing Survey & Record Drawing Plans
LS
n/a
n/a
$3,000
23
Sewer Easement Surveys & Recordable Plats
EA
15
$450.00
$6,750
24
Allowance for Sewer Easement Negotiations/Obtainment
EA
15
$275.00
$4,125
25
Legal assume 5% of Estimated Construction Cost
%
n/a
n/a
$18,581
26
Project Contingency (10% of Estimated Construction Cost)
%
n/a
n/a
JE 662
Total Estimated Project Cost:
$498,738
1. This estimate arbitrarily assumes that 20% of the total excavation required for the project is rock. If necessary, better
estimates of rock excavation could be obtained by conducting test borings throughout the project area.
2. This estimate assumes that sewer main right-of-ways will be TWSA standard and will be granted at no cost by all affected
property owners.
3. This estimate arbitrarily assumes that approximately 15% of all sewer piping will be ductile iron pipe due to site specific factors.
4. This estimate assumes that the average sewer main installation depth will be 7 vertical feet.
DRAFT
Page 1 of 1
Updated September 4, 2003

THIS MAP HAS BEEN COMPILED BASED ON INFORMATION FROM FIE
OBSERVATIONS AND IACKSON OOUNN TAX MAPPING, THIS MAP IS INTENDED TO
M AND TO SCHEMATICALLY PRESENT
SCHEMATICALLY ILLUSTRATE THE PRIMARY SEWER MAIN ASSOCIATED
W+T++T++
_EXISTING FAILING SEWAGE COLLECTION SYSTE
THE PRELIMINARY ROUTING FORA FUTURE REPLACEMIDEDONTHISM ENT SEWAGE COLLECTION
NOT BESYSTEF UA L MF. FOR NA SBALE ,,CONVEYANCE OF LAND OR RIGHT OFEW y$SHOULD
NOT 9 i CONSTRUCRON OR ANY OTHER PURPOSE WITHOUT FURTHER
VERIFICATION. /
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75 0 150 300
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TUCKASEIGEE WATER 6 SEWERAMORi7Y
7659.W4M9
STATE OF
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UPDATED:09103/03 aarwsa oft6ls locum®t xi9twt ute otl
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PLANMNG ENGINEERING
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11 CttrI,s Drtve Sylva, NC 28779 (828) 586 -1414
DESIGN
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LEGEND
APPROXIMATE ROUTING OF PROPOSED 8"GRAVITY SEWER
OJ •••de APPROXIMATE LOCATION OF PROPOSED 4' DIA. MANHOLE
APPROXIMATE ROUTING OF PROPOSED SERVICE LATERAL ................ 0..............
ESTIMATED LOCATION OF EXISTING 6" SEWER MAIN 0- �---SS---�SS—
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If PRELIMINARY:
,,.' Ddlgv T USE FOR CONSTRUCTION
DICKS GAP SEWER REHABILZTATZON PRELIMI' FIGURE NUMBER
PREPARED FOR: NARY
TUCKASEIGEE WATER & SEWER AUTHORITY SEWER MAIN 2
JACKSON COUNTY, NORTH CAROLINA ROUTING SCHEMATIC
L-

Tuckaseigee Water & Sewer Authority
Serving Jackson County
1246 West Main Street
Sylva, NC 28779
Ph. [phone]
Fax [phone]
November 17, 2003
Mr. John Dorney
C/o Division of Water Quality/Wetlands
401 Units
1650 Mail Service Center
Raleigh, NC 27699
Subject: Proposed "Mountain Top" Golf Course Development
Dear Sir:
The Crossroad Chronicle, a weekly newspaper published in
golf course covvided a y in
article in it's November 12, 2003 edition reI-:-a p p b
Jackson County. As the.Executive Director of Tuckaseigee Water & Sewer Authority,
have input into the impact an additional 320
TWSA, (appreciate the opportunity to
homes and associated facilities will have on Jackson County's regional water and
wastewater .provider.
The location of the project is not in the traditional service area of TWSA. However, as
operators of the only WWTP in the County, the safe and sanitary disposal of the bio-
residuals generated by this development,dand of Por of olu�s towill
septic 1 auleefault r sludge ends
ecome the
responsibility of TWSA. From the provider J
up at TWSA Plant #1 on the Tuckaseigee River.
As the permits necessary for the construction of such a development wind their way
through the process, I would respectfully request consideration for TWSA from several
perspectives:
1) integration of either Class A or Class B bio-residual as a soil enhancement
during the grow in of fairways and other areas where land disturbing activities
- are to take place;
2) establish areas «�ithin the development where bio-residuals can be land
applied after facilities are up and operational with the consideration being that
this development can effectively, safely receive this product for application on
it's property following treatment by TWSA as contributor to the problem.
The issues of a safe and effective means to deal with the blo-residual and we pruct in m st get the Jackson
County have become one of the utmost importance to T
WSA message across that effective bid -residual manaement has a direct correlation to water
g

quality and the costs associated therewith. Areas, which have traditionally received the
product for agricultural uses, are on decline asfarms are being replaced with housing and
other laird uses. It is my contention that by revealing the challenges of effective and
environmentally safe bio-residuals management to new comers and natives to Jackson
County alike that solutions can be found locally versus trucking the product out of county
or the State for disposal.
Thank you in advance for your considerations.
Respectfully,
Hugh Montgomery
cc. _ Chairman Luker and Members of the TWSA Board of Directors
Mr. Stacy Buchanan, Chairman — Jackson County Board of Commissioners
Mr. Kevin Barnett —NC DWQ, Asheville Regional Office
Mr. Stan Bryson Grade IV, WWTP Superintendent.

Michael F. Easley
Governor
William G. Ross, Jr.
North- Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Asheville Regional Office
WATER QUALITY SECTION
April 11, 2003
Mr. Hugh Montgomery
Tuckaseigee Water and Sewer Authority -
Post Office Box 1051
Sylva, North Carolina 28779
Subject: Connection of Failing Single Family Spetic
System to TWSA's Existing Sewer Line.
Jackson County
Dear Mr. Mongomery:
The Division of Water Quality, Asheville Regional Office, is in receipt of your letter dated April 8,
2003, As the request for the connection to your sewer line places the sewer lateral across
adjacent property under ownership of the same family, and verbal permission of the adjacent
family member, this office sees this as a building lateral, and not a permitable collection system.
Construction of the proposed _temporary line should be started as soon as possible, to minimize
the public health impact of the surfacing sewage.
The two property owners in question should begin filing papers to create a legal easement across
the adjacent family member's lot, so as to protect Mr. Gates' connection, should any of the
property change hands.
Should you have any further questions, please do not hesitate to contact me at 828-251-6208.
Kevin H. Barnett
Environmental Chemist
cc: Jackson County Health Department
Jackson County Building Inspector's Office.
Mr. Mickey Luker, Chairman TWSA
Mr. Johnny Allison, Superintendant TWSA
Mr. Richard McHargue, Town Manager - Sylva
Water Quality Section, 59 Woodfin Place Asheville, NC 28801-2414 Telephone: [phone] Customer Service
Fax: [phone] 623-7748

Cranston, Robertson & Whitehurst, P.C.
ENGINEERS PLANNERS SURVEYORS / �(
NO. 12 CHESTNUT SQUARE POST OFFICE BOX 450 CASHIERS. NORTH CAROLINA 28717
TELEPHONE [phone]
TELECOPIER [phone]
J. CRAIG CRANSTON, P.E. _
THOMAS H. ROBERTSON, P.E. '
ELDRIDGE A. WHITEHURST, JR, P.E.
April 13, 1993 d
� j
Mr. Bob Johnson MAY 1993 f
US, Army Corps of Engineers till, P nr. n GRptlE� +�
Asheville District_�;�.,r
37 Battery Park Avenue
Asheville, NC 28801
RE: Our File No. 93-171 Consultations on Wade Hampton Club .West Side
Dear Mr. Johnson:
P.E., R.L.S.
Please find enclosed a Corps of Engineers permit application for a culvert installation
to serve the aforementioned project. Based upon our previous discussions, please expedite
as much as possible the review of this project, as the owner wishes to construct this roadway
as approval is granted.
Please do not hesitate to call should you have any questions or comments.
LHW/sbm
encl.
cc: Mr. A. William McKee
Sincerely,
CRANSTON, ROBERTSON & WHITEHURST, P.C.
"r— 7"�_a -
L. Holman Waters Jr., P.E.
MAY 10 !
ASHEVILRLE REGIONA SECTION

l ,
DEM ID: 1�� ACTION ID:
JOINT APPLICATION FORM FOR
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO THE DISTRICT ENGINEER
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL SECTION 401 CERTIFICATION
WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P.O. BOX 1890
WILMINGTON, NC 28402-1890
ATTN: CESAW-CO-E
Telephone [phone]
WATER QUALITY. PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENT, HEALTH,
AND NATURAL RESOURCES
P.O. BOX 29535
RALEIGH, NC 27626-0535
ATTN: MR. JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF
ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT'TO THE N.C. DIVISION OF
ENVIRONMENTAL MANAGEMENT. PLEASE PRINT.
1. OWNERS NAME: Mc.I�ee;Devexlomen�tw�
UIF- .-+ter-�r.�.r_- �-'-.+�a
2. OWNERS ADDRESS: .P.O. Box 523
Cashiers, North Carolina 28717
3. OWNERS PHONE NUMBER (HOME): (WORK): 704-743-34 11
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: A. William McKee - President/Developer
5. LOCATION OF -PLANNED WORK (ATTACH MAP).
COUNTY: ..TA r-kc;nn
NEAREST TOWN OR CITY: Cashiers
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
+3 miles south of Cashiers on Hwy_ 1n7
6. NAME OF CLOSEST STREAM/RIVER: ' Unnamed tributary to Fowipr rrc-ak
7. RIVER BASIN: Fowler Creek in the Cha
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW,
WS I, OR WS II? YES [ NO [ ]
9. HAVE -ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES [ ) NO [XI
IF YES, EXPLAIN.
10. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
+26.8 acres
2/3/92

b.�
-2-
11. NUMBER OF ACRES OF WETLAND IMPACTED BY THE PROPOSED PROJECT:
FILLED: .25
DRAINED:
FLOODED:
EXCAVATED: _
TOTAL IMPACTED:
.25
12. DESCRIPTI'ON OF PROPOSED WORK (ATTACH PLANS) : installation of access
road
13. PURPOSE OF PROPOSED WORK: residential
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS. Road necessary for development purposes Standard e
erosion control -practices will be implemented to protect
wetlands and waterways.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) REGARDING THE PRESENCE
OR ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED
SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY. BE AFFECTED BY THE
PROPOSED PROJECT. HAVE YOU DONE SO? YES [Xj NO [ ] ***
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE ATTACHED.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH
MAY BE AFFECTED BY THE PROPOSED PROJECT?
HAVE YOU DONE SO? YES EXj NO E ] ***concurrently
RESPONSE FROM THE SHPO SHOULD BE ATTACHED.
17. ADDITIONAL INFORMATION REQUIRED BY DEM:
A. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, AND LAKES 0;:
THE PROPERTY.
Attached
B. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PROJECT.
N/A
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
N/A
D. IF A STORMWATER MANAGEMENT PLAN IS -REQUIRED FOR THIS PROJECT, ATTACH
COPY.
N/A
E. WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential
F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
central collection and disposal system
OWNER'S SIGNATURE DATE

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DRAINAGE BASIN WI
OF
WETLANDS AREA
WADEIAMFION
CLUB.
PHASE III
SCALE: I" = 200' FEBRUARY 20, 1989
Cranston,Robertson & Whitehurst,P.C.
P.O. BOX 2546
AUGUSTA, GEORGIA
ENS/NEERS
//
P.O. BOX 450
30903 CASHIERS, N.C. 28717
• • • • PLANNERS • • • • SURVEYORS
Joob. N. 93-17)

State of North Carolina
Department of Environment
_ and Natural Resources
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
Coleen H. Sullins, Deputy Director
Division of Water Quality
WATER QUALITY SECTION
February 2, 2004
Mr. Vann Waters
McGill Associates, P.A.
55 Broad Street
Post Office Box 2259
Asheville, North Carolina 28801
�fML
RCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RE50URCE5
Subject: Return Fast Track Permit Application for
Whittier Sanitary District
Jackson & Swain Counties
Dear Mr. Waters:
Our office has conducted a preliminary review of the subject permit application package and is returning the
application package to you for the items below to be address and the package resubmitted. Please be aware that you are
responsible for meeting all requirements set forth in North Carolina rules and regulations. Any omissions made in
responding to the items may result in future requests for additional information.
Item 4b-has no wastewater treatment facility listed to treat waste collected by this proposed system.
This collection system cannot be permitted until an NPDES permitted wastewater treatment facility
number is issued.
2. Item 7-the volume was not included for this project please; include the volume in the re -submittal.
. The original and one copy of all revised and/or additional documentation should be signed, sealed, dated,
and submitted to Kevin Barnett at the address below. Thank you for your cooperation and if you have any questions,
please do not hesitate to call Kevin Barnett at 828-251-6208,extension 205 or the writer at extension 272.
Sincerely,
Roger C. Edwards
Wastewater Consultant
Enclosure
CC: Kevin Barnett, ARO
59 Woodfin Place, Asheville North Carolina 28801 . Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State of North- Carolina
Department of Environment
and Natural Resources
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
Coleen H. Sullins, Deputy Director
Division of Water Quality
WATER QUALITY SECTION
January 7; 2004
Mr. Josh Werts, E.I. -
Cavanaugh & Associates, P. A.
11 North Market Street, Suite 101
Asheville, North Carolina 28801
FILE
A••
NCDEN'R
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Return Fast Track Permit Application for
Cats Peak Apartment Complex
Phase I Onsite '
Jackson County
Dear Mr. Werts:
Our office has conducted a preliminary review of the subject permit application package and is returning the
application package to you for the items below to be address and the package resubmitted. The Cats Peak Apartment
Complex Phase I offsite will be processed as submitted. Please be aware that you are responsible for meeting all
requirements set forth in North Carolina rules and regulations. Any omissions made in responding to the items may result
A in future requests for additional information. '
1. An application fee of $400.00 is required with the submittal of a fast track application.
2. There must be an operational agreement executed for this collection system extension.
The operational agreement can be found at http://h2o.enr.state.nc.us/ndpu/ndpuapps.html#Sewer. The .
original and one copy of all revised and/or additional documentation should be signed, sealed, dated, and submitted
to Kevin Barnett at the address below. Thank you for your cooperation and if you have any questions, please do not
hesitate to call Kevin Barnett at 828=251-6208,extension 205 or the writer at extension 272.
Sincerely,
r
(__ � �zt� .
Roggr C. Edwards
Wastewater Consultant
Enclosure
CC: Kevin Barnett, ARO .
59 Woodf n Place, Asheville North Carolina 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper