20050074 Ver 1_Complete File_20050114

OF WATF9
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
July 27, 2005
DWQ Project # 05-0074
Jackson County
Rudy Tucker
Camp Creek Associates, LLC
1255 Canton Street
Suite D
Roswell, GA 30075
Subject Property: Modification Request
Black Bear Developement
Camp Creek, Tuckaseigee River
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Tucker:
The Asheville Regional Office on the NC Division of Water Quality (DWQ) is in receipt of
your request to modify the issued Water Quality Certification # 05-0074, dated July 21,
2005. The DWQ did not give authorization for this impoundment due to the "after the fact"
nature of the application and lack of a justification in the submitted application. The
following should clarify further the DWQ's decision:
Under Section VII. (Avoidance and Minimization) of the Pre-Construction Notice
requires a complete and thoughtful discussion as to the need for the proposed
impoundment. No discussion as to what steps were taken to avoid the impacts
associated with the impoundment were included in the application.
Should you choose to further pursue this request, a complete PCN form must be
submitted which clearly explains why no practicable alternative to constructing the pond
exists.
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o_enr.-,tate.nc.u-,/ncwetlands
NolihCarolina
,l1/alumllj
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Camp Creek Associates, LLC.
Page 2 of 2
July 27, 2005
Should you have any questions regarding this matter, please do not hesitate to contact
Mr. Kevin Barnett of my staff at either Kevin. Barnett(a)ncmail.net or at 828-296-4657.
Sincerely,
z---
Roger C. Edwards, Regional Supervisor
Surface Water Protection Section
RCElkhb
cc: Neill Yelverton, J?
Wetland and Natural Resources Consultants, Inc. --?
Post Office Box 882 0
(J
Canton, NC 28716 AUG 2 _ 2005
Jackson County Planning Office
USACE Asheville Regulatory Field Office ps?",,D S7 U,10 Gr cH
Cyndi Karoly, DWQ Wetlands/401 Central Office
DLR Asheville Regional Office
File Copy
Central Files
Filename: 05-0074.BlackBear. modification requestresponse
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 1, 2005
J. Carrick
Duke Power
Lake Management Section - EC12Q
Post Office Box 1006
Charlotte, NC 28201-1006
Subject Property: Duke Power
Pine Creek Boating Access
DWQ Project # 05-0074
D ????M?J?kson County
V
AEG a. 2005
DENR - YJATER (lUAUN
?y?3DS AND STpR}g?l+TEft 6RAtiCN
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Carrick:
You have our approval, in accordance with the attached conditions and those listed
below, to place fill within or otherwise impact 0.02 acres of lake shore at the subject
property, as described within your application received by the N.C. Division of Water
Quality (DWQ) on July 21, 2005. After reviewing your application, we have decided that
the impacts are covered by General Water Quality Certification Number(s) 3492
(GC3492). The Certification(s) allows you to use Nationwide Permit(s) 30 when issued
by the US Army Corps of Engineers (USAGE). In addition, you should obtain or
otherwise comply with any other required federal, state or local permits before you go
ahead with your project including (but not limited to) Erosion and Sediment Control,
Non-discharge, and stormwater regulations. Also, this approval to proceed with
your proposed impacts or to conduct impacts to waters as depicted in your
application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If
you change your project, you must notify us and you may be required to send us a new
application. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying with all
conditions. If total fills for this project (now or in the future) exceed one acre of wetland
or 150 linear feet of stream, compensatory mitigation may be required as described in
15A NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in
the attached certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
301 Wetlands Certification Unit
1650 h1ail Service Center, Raleigh, North Carolina 27699-1650
?321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] /Internet: http•//h2o.enr state.nc.us/ncwetlands
NorlhCarolina
?Vaturall?
an Equal Opportunity/Affrmative AC,ion Employer - 50% Recycled/10% Post Consumer Paper
Duke Power: Pine Creek
Page 2 of 6
August 1, 2005
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific
and general conditions of this Certification (or Isolated Wetland Permit) are met.
No other impacts are approved including incidental impacts:
Amount
Approved Units Plan Location or Reference
Shoreline 0.02 acres Lake Glenville
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all
specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to protect surface
waters standards:
a. The erosion and sediment control measures for the project must be
designed, installed, operated, and maintained in accordance with the most
recent version of the North Carolina Sediment and Erosion Control Planning
and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and
erosion control measures must be such that they equal, or exceed, the
requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on
all construction sites, borrow sites, and waste pile (spoil) projects, including
contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be
designed, installed, operated, and maintained in accordance with the most
recent version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the
reclamation in accordance with the requirements of the Sedimentation
Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian
areas beyond the footprint of the impacts depicted in the Pre-Construction
Notification. All construction activities, including the design, installation, operation,
and maintenance of sediment and erosion control Best Management Practices,
shall be performed so that no violations of state water quality standards, statutes,
or rules occur.
Duke Power: Pine Creek
Page 3 of 6
August 1, 2005
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters
to the maximum extent practicable. If placement of sediment and erosion control
devices in wetlands and waters is unavoidable, they shall be removed and the
natural grade restored within six months of the date that the Division of Land
Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification
or applicable Buffer Rules, and any subsequent modifications, the applicant is
required to return the attached certificate of completion to the 401/Wetlands Unit,
North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699-1650.
6. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained
as diffuse flow at non-erosive velocities through the protected stream buffers
such that it will not re-concentrate before discharging into a stream.
7. Protective Fencing
The outside buffer, wetland or water boundary and along the construction
corridor within these boundaries approved under this authorization shall be
clearly marked with orange warning fencing (or similar high visibility material) for
the areas that have been approved to infringe within the buffer, wetland or water
prior to any land disturbing activities.
8. Turbidity Standard
The turbidity standard of 10 NTUs (Nephelometric Turbidity Units) shall not be
exceeded as described in 15 A NCAC 2B. .0200. Appropriate sediment and
erosion control practices must be used to meet this standard.
9. No Impacts Beyond those in Application
No waste, spoil, solids, or fill of any kind
riparian areas beyond the footprint of
construction Notification. All constructio
installation, operation, and maintenance of
Management Practices, shall be performed
quality standards, statutes, or rules occur.
shall occur in wetlands, waters, or
ne impacts depicted in the Pre-
i activities, including the design,
sediment and erosion control Best
so that no violations of state water
Duke Power: Pine Creek
Page 4 of 6
August 1, 2005
10. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained
jurisdictional wetlands, waters and protective buffers in order to assure
compliance for future wetland, water and buffer impact. These mechanisms shall
be put in place prior to impacting any wetlands, waters and/or buffers approved
for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be downloaded from the 401/Wetlands Unit web
site at http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed
notification may be modified as appropriate to suit to this project.
11. Temporary Fills
All temporary fill and culverts shall be removed and the impacted area returned
to the original grade, including each stream's original cross sectional dimensions,
planform pattern, and longitudinal bed and bed profile after construction is
complete or within 6 months of the establishment of the crossing, which ever is
sooner, and the various sites shall be stabilized with natural woody vegetation
(except for the maintenance areas of permanent utility crossings) and restored to
prevent erosion. If the crossings are not completely removed and restored as
described above within the specified time above, additional written approval from
this Office must be obtained to modify this condition.
12. Culvert Installation
Culverts required for this project shall be installed in such a manner that the
original stream profiles are not altered. Existing stream dimensions (including the
cross section dimensions, pattern, and longitudinal profile) must be maintained
above and below locations of each culvert. Culverts shall be designed and
installed to allow for aquatic life movement as well as to prevent head cutting of the
streams. If any of the existing pipes are or become perched, the appropriate
stream grade shall be re-established or, if the pipes installed in a perched manner,
the pipes shall be removed and re-installed correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or
erosion of the stream up or down stream of the culvert(s). Existing stream
dimensions (including the cross section dimensions, pattern and longitudinal
profile) shall be maintained above and below locations of each culvert. Therefore,
you must provide plans with adequate details that indicate that the current stability
of the stream will be maintained or enhanced. You must receive written approval
from this Office for the above plans before the culvert(s) is installed. Culvert(s)
must be installed according to approved plans.
The establishment of native, woody vegetation and other soft stream bank
stabilization techniques must be used where practicable instead of rip rap or other
bank hardening methods. If rip-rap is necessary, it shall not be placed in the
stream bed, unless specifically approved by the Division of Water Quality.
Duke Power: Pine Creek
Page 5 of 6
August 1, 2005
Installation of culverts in wetlands must ensure continuity of water movement and
be designed to adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the
enclosed "Certificate of Completion" form to notify NCDWQ when all work
included in the §401 Certification has been completed. The responsible party
shall complete the attached form and return it to the 401/Wetlands Unit of the NC
Division of Water Quality upon completion of the project.
13. Trout Moratorium
The stream is a Class Water Supply 3, High Quality, B Trout Waters. In order to
protect downstream uses for these waters a requirement of this Certification is
that any additional work conducted within the stream may not occur between the
dates of October 15 through April 15.
Violations of any condition herein set forth may result in revocation of this Certification
and may result in criminal and/or civil penalties. The authorization to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application and
as authorized by this Certification, shall expire upon expiration of the 404 or CAMA
Permit.
If you do not accept any of the conditions of this Certification (associated with the
approved wetland or stream impacts), you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing,
send a written petition, which conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
N.C. 27699-6714. This certification and its conditions are final and binding unless you
ask for a hearing.
Duke Power: Pine Creek
Page 6 of 6
August 1, 2005
This letter completes the review of the Division of Water Quality under Section 401 of
the Clean Water Act. If you have any questions, please telephone Cyndi Karoly in the
Central Office in Raleigh at 919-733-9721 or Mr. Kevin Barnett in the DWQ Asheville
Regional Office at 828-296-4657.
Sincerely,
AW K/khb
Enclosures: GC 3402
Certificate of Completion
d ^
Alain W. Klimek, P.E., Director
Division of Water Quality
cc: USACE Asheville Regulatory Field Office
DWQ Asheville Regional Office
DLR Asheville Regional Office
File Copy
Central Files
Filename: 05-1374.Approval. PineCreekBoatAccess.Jackson.GC3492

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Wetland and Natural Resource
Consultants, Inc.
July 21, 2005
To: NC Division of Water Quality
Attn: Cindi Karoly
Mail Service Center 1650
Raleigh, North Carolina 27699-1650
Re: Black Bear Subdivision
Tributaries to West Fork Tuckasegee River
DWQ Project # 05-0074
JUL 2 9 2005
DENR - WATER QUALITY
YYCTL.kZ,S NZ STORE 'r'AATER BRANCH
Dear Sir:
3
qw. ;a orX.a s
With regard to the 401 Certification issued by your office, we would like to request
approval for the 75 linear feet of flooding not mentioned in your approval. The wetland
impacts for flooding were included within the certification.
It has always been the developer's desire to include a trout pond in this project. We
worked with the developer to avoid and minimize impact from this pond and maximize
benefit. Due to the topography on site we suggested a smaller pond than initially
planned. We also suggested locating the pond above the road in order to avoid
additional hard impacts to the stream channel. Since the road will function as the dam,
there will be no new hard impacts associated with the proposed pond.
We also encouraged the developer to stock this pond with trout and chose this tributary
because in an electro-fishing trip with the NC WRC no trout were found in this tributary.
We feel that the presence of trout will improve the ecological function of these waters.
The perimeter of the pond will be planted with native species and a few specimen
plants.
We received approval for the impacts from the Corps and just received a copy of the
401 to realize that these flooding impacts were not addressed.
Canton Office Newton Office
PO Box 882 wnrinc.com PO Box 224
Canton, NC 28716 Newton, NC 28658
828-648-8801 828-465-3035
828-648-8802 Fax [phone] Fax
D
Please contact us if you have any further questions.
Best regards, /
Neill YelvertW
828-712-961
cc: NC Division of Water Quality
Attn: Mr. Kevin Barnett
2090 US Hwy 70
Swannanoa, NC 28778

Canton Office
PO Box 882
Canton, NC 28716
828-648-8801
828-648-8802 Fax
wnrinc.com
2
Newton Office
PO Box 224
Newton, NC 28658
828-465-3035
828-465-3050 Fax
MEMORANDUM
TO: John Dorney Regional Contact: Barnett. Kevin
Non-Discharge Branch WQ Supervisor: FnrrPSt Wstall
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Black Bear Falls c/o Camp Creek Associates
Project Number 05 0074
Recvd From APP
Received Date 1/14/05 Recvd By Region
Project Type residential S/D
Certificates
Permit Wetland Wetland Wetland Stream
Type Type Impact Score Index
County Jackson
County2
Region Asheville
Stream
Class Acres Feet
Prim. Supp. Basin Req. Req.
Stream Impacts (ft.)
i, II7(1 ,
39 Stream O Y O N F- 2-79-49 F-EF-40,402. 0.02 297.00 207.00 90.00
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y Q N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y Q N
Is Mitigation required? Q Y O N Recommendation: Q Issue * Issue/Coed O Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
issues out of ARO - KHB - 03/04/2005
cc: Regional Office
Central Office Page Number 1
Triage Check List
Date: 1/18/05
To: Kevin Barnett, Asheville Regional Office
Project Name: Black Bear Falls
DWQ#: 05-0074
County: Jackson
60-day Processing Time: 1/14/05 to 3/14/05
From: Cyndi Karoly Telephone : [phone]
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
Stream length impacted
Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
Wetland and Natural Resource
Consultants, Inc.
anuary ,
WNR, Inc. Project # CCA- 1000
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
Attn: Mr. Dave Baker
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
RE: Black Bear Falls
404 Nationwide 39 Permit Application
Whittier, Jackson County, North Carolina
Dear Mr. Baker.
?J
JAN 1 4
EXll)wDSghp ST' c/,: f is i i y
C?if'YATFR Btj',jCH
The purpose of this letter is to request written authorization for stream channel and
linear wetland impacts under Nationwide Permits 39 for the project known as Black
Bear Falls in Jackson County, North Carolina. The road crossing impacts have already
been completed. The pond impacts are proposed. The developer has completed
permanent channel impacts associated with the construction of eight road crossings
(NW 39) and the excavation/flooding of an aesthetic pond at the main entrance
(NW39). This proposed activity is located in Jackson County and is within lands owned
by Camp Creek Associates, LLC.
The attached US-GS topographical maps and aerial photograph show the location of the
project. Impacts are shown on the attached site plan map inserts. Channel and linear
wetland impacts total 297 linear feet and 0.013 acre under Nationwide Permit 39 for
the construction of eight permanent road crossings to facilitate access to the property
and for the construction of a small aesthetic / fish pond at the main entrance to the
project There were existing culverts at all of the road crossings. These pipes were
undersized for the flow regimes passing through. Some of these pipes were completely
buried with sediment.
The 40 linear feet of fill below Road Crossing #8 will be removed and restored as
requested according to the attached Restoration Plan and thus has not been included
within the impacts for the project The grading contractor is planning on accessing this
area with a small track hoe to avoid having to cut many trees. I am now in close contact
with Mr. Ricky Cook (grading contractor) and will monitor this restoration effort
Pictures of the area will be submitted to your office once work is complete.
Newton Office
PO Box 224
Newton, NC 28658
828.&4651-3035
828j-4651-3050 Fax
www.wndnc.com
Clyde Office
217 Paragon Parkway, #142
Cl?yyde, NC, 28721
828-627-0051
828627"0052 Fax
www.wndnc.com
The following is a summary breakdown of the jurisdictional stream and wetland impacts
and compensatory mitigation:
Protect Site Data
-Total Project Area: 307.67 acres
Jurisdictional Waters of the US /Jurisdictional Wetlands
-Perennial Streams: 16508 linear feet
-Intermittent Streams: 1426 linear feet
-Wetlands: 0.48 acres
Jurisdictional Impacts
-Pipe Extension Impacts (NW 39) (permanent): 110 linear feet
-Rip-Rap Apron Impacts (NW 39) (permanent): 112 linear feet
-Flooding Impacts (NW 39) (permanent): 75 linear feet
-Flooding Impacts (NW 39) (permanent): 0.013 acres
-Total Permanent Stream Impacts: 297 linear feet
-Total Permanent Wetland Impacts: 0.013 acres
Compensatory Mitigation
-Avoidance:
-Total Streams Avoided: 17637 linear feet
-Total Wetlands Avoided: 0.467 acres
On-Site Preservation (Conservation Easement Through EEP):
Jurisdictional Streams: 4455 linear feet
Jurisdictional Wetlands: 0.13 acres
-Stream Buffers: 6.14 acres
On-Site Preservation (Restrictive Convenants):
Jurisdictional Streams: 13182 linear feet
-Jurisdictional Wetlands: 0.337 acres
-Stream Buffers: 18.16 acres
The site is primarily forested with some open field areas. See the attached site plan
sheets for the location of each impact All streams are considered to be either
perennial or intermittent and important in aquatic function. Typical data forms for the
streams and wetlands on site are included within this application for your reference.
The North Carolina Division of Water Quality (NC DWQ) records Camp Creek as C
Waters.
All parties involved with this project have worked closely to minimize channel and
wetland impacts to the greatest extent possible and have utilized most of the existing
road infrastructure on site. There was miscommunication among the design team about
whether replacing existing culverts required a Corps/NC DWQ permit. As an
avoidance and minimization measure the developer has agreed to utilize arched spans at
all remaining stream crossing. There may be as many as six additional crossings. Two of
these stream crossings are not even on the property. These two crossings are on the
main road leading to the property which is maintained by the homeowners associations
of Camp Creek. The costs to install arched spans will be double that of the costs for a
pipe. The grading contractor did mention to me that the EPA employee who lives near
the site had been on site and had instructed him on how to install the rip-rap check
dams along the ditches of the roads.
For compensatory mitigation, as specified in the table above, 4455 linear feet of streams
and 0.13 acres of wetlands will be placed in protection under a conservation easement
with the Ecosystem Enhancement Program. I have spoken with them over the phone
preliminarily and they indicated that they would accept the proposed mitigation. The
remaining streams and wetlands on site are within the open space will be buffered as a
mitigative measure by a minimum of thirty feet. Native woody and herbaceous
vegetation will be re-established up and downstream of the stream road crossings and
around the pond. Our request is to have the 401 read that these deed notifications be
recorded as the lots are platted within each phase since construction schedules of the
future phases are uncertain at this time. The site plan has not been finalized in the
future phases either due to the lack of an accurate topography map. This data is due
back to the land planner on January 18, 2005. The following language will be used within
the restrictive convenants for the non-EEP mitigation.
Preserves and Buffers.
The Community may include certain tracts identified as
"Preserve" or "Private Preserve" or "Buffer" as may be depicted on a Plat.
Such areas, together with any property located within thirty (30) feet of a
stream, are hereinafter referred to as the "Preserve areas." Unless
otherwise approved in writing by Declarant, the County and any other
governmental authorities having jurisdiction, the Preserve areas shall be
maintained in their natural state in perpetuity. No Owner, member of an
Owner's household, or any other Person acting, or purporting to act, on
behalf of any Owner, or for whom any Owner shall be responsible pursuant to
this Declaration, shall disturb the natural environment of the Preserve
areas in any way without first obtaining the written consent of the Board
properly approved by the adoption of a resolution describing in detail the
exact activities to be conducted within the Preserve areas, the times and
dates when such activities are authorized to occur, and the identities of
the Persons who are authorized to so act, together with the written consent
of Declarant and any governmental authority having jurisdiction over the
proposed activity.
This restrictive covenant is intended in the broadest sense,
and includes, but is not limited to, trimming, cutting, or mowing grass,
shrubs, trees or other plants; placing grass clippings, landscape debris,
household trash or other materials; storing materials, equipment, vehicles,
boats, motor homes, trailers, or other items; erecting children's
playhouses, tree houses, swings, or other permanent or temporary
improvements; planting trees, shrubs, grass, or ground cover; releasing
birds, snakes, reptiles, insects, or other animals; grading or excavating;
cultivating or gardening; or dumping dirt, sand, rocks, gravel, or other
inorganic or organic material on any part of a Preserve area. No hunting or
animal trapping, carrying or discharging of firearms, overnight camping or
campfires, operation of motorcycles or so-called "all-terrain vehicles",
"dirt bikes", or other motorized vehicles, implements, equipment, or
conveyances are permitted within the Preserve areas at any time.
If you have any questions concerning this proposed action, please call.
Sincerely,
ennifer Robertson
Project Manager
Cc: Cyndi Karoly, NC Division of Water Quality (7 copies)
Kevin Barnett, NC Division of Water Quality (I copy)
David McHenry, NC Wildlife Resource Commission (I copy)
Department of the Army
wimington Dwct, Corps of eVlrwxm
Atm: Ken Jaiey, Chief Rvgulatcxy DMSion
PO am low
Wilmington, North Carolina 29402-IOW
-and-
INZ Division of Waux Quitllty
Attn: John Dortcey
2321 C abb-ce Uvd.
RakSgh, North Carolina 27604-2260
I, the current landowrw of the property 4eftflod bdovw, hereby authorize Wetland and
Naural Reuxcee Coruttan4s, Inc, to met on my behalf as my agent during tha
p=essing of permits to irrlp3Q Y{etWx!s and Waters of Me US elat are ragulatm! by
In Own Water Act W. Ojv Rivers and Harbors Aa.
Federal and Statr agetiM are authorized to be can said property when ace rnponted by
Wetland and Natuml RASW=COrkSUb-rts, Inc. staff.
Wetland and Natural Resaxce Conarltants, Inc. is aurhort ad to VvAde %Wemertai
information needed for pa mit Processing at ttte request of t!ic Gores or DWQ.
Property Owner of Record: Ls_os, t o . L,
Addrr. :
Addrms:
Address-
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Phone hrxnb er-
Promrcy L Mon: B? S-
ownem S?jnatu e- C ?cr , ti p _---
n Newton omba
PO Boa 224
NaVvVn, NC 2863a
826-465-3W6
028-465-30W Fad
www.*nft,c.com
22177 Par opm KTXWCY; 0142
ara-Oi20 , 28721
825-627•C=.-- Fox
www.wr?rc.cam
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Name: WHITTIER
Location: 035' 25'28.46" N 083" 16'25.3T' W
Date: 12/20/2004
Caption: Black Bear Falls
Scale: 1 inch equals 4000 feet
Camp Creek Associates, LLC
WNR, Inc. Job # SMG-1019
Copyright (C) 1998, Wptech, Inc

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Name: WHITTIER Location: 035° 25'28.46" N 083° 16'25.37" W
Date: 12/20/2004 Caption: Black Bear Falls
Scale: 1 inch equals 1000 feet Camp Creek Associates, LLC
WNR, Inc. Job # SMG-1019
Copyright (C) 1998, Maptech, Inc.
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Name: WHITTIER SE Location: 035° 25'28.49' N 083° 16'24.20" W
Date: 12/20/2004 Caption: Black Bear Falls
Scale: 1 inch equals 249 feet Camp Creek Associates, LLC
WNR, Inc. Job # SMG-1019
Office Use Only: Form Vcnion May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to t us project, please enter Not App!!CaD!C or -1v/A .)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: After the Fact 39 For Road
Crossings Proposed Pond has not been Constructed
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name: Camp Creek Associates, LLC
Mailing Address: Attn: Mr. Rudy Tucker
1255 Canton Street, Suite D
Roswell, Georgia 30075
Telephone Number: 770-853-5632 Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jennifer Robertson
Company Affiliation: Wetland and Natural Resource Consultants, Inc
Mailing Address: 217 Paragon Parkway 2
Clyde, NC 28721
Telephone Number: 828 / 648-8801 Fax Number: 828 / 648-8802
E-mail Address:[e-mail]
M. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Black Bear Falls
2. T.I.P. Project Number or State Project Number (NCDOT Only): Not a DOT Project
3. Property Identification Number (Tax PIN): Jackson #7623-68-5613, 47623-98-5102,
#7623-55-0382, and #7623-66-9585
4. Location
County: Jackson Nearest Town: Whittier
Subdivision name (include phase/lot number): Black Bear Falls
Directions to site (include road numbers, landmarks, etc.): Take Hi?Rhways 19/441 to
Cherokee Exit (Hwy 441) toward Cherokee. Turn right onto Sunset Farms Road, Turn left
onto Camp Creek Road, Turn right onto Firefly Road, Site is south of the gravel extension of
Firefly Road
5. Site coordinates, if available (UTM or Lat/Long):35.252846 N and 83.162537 W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): +/- 308 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Camp Creek (C Water)
8. River Basin: Little Tennessee
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp:Hh2o.enr.state.nc.us/adniin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Site is approximately 5% open at home site and 95% is
forested.
10. Describe the overall project in detail, including the type of equipment to be used:
Road Access for eight Creek Road Crossings in Order to Access High Ground for Site
Development have been Installed. These eight crossings were existing road crossings and
have been either replaced or replaced and extended to accommodate the wider road. The
remaining creek crossings (six) will be arch half piped to avoid additional impacts. Proposed
construction of a residential community. There will be no amenity area such as a clubhouse.
The current and proposed discharges are limited to 297 linear feet of streams and 0.013 acres
of wetlands. The project is further detailed in the narratives.
11. Explain the purpose of the proposed work:
The project will provide a housing community to the surrounding area. Impacts were
necessary to access high around. All eight road crossings are at locations where there was an
existtng pipe before development began.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Corps Notice of Unauthorized Activity and NC DWQ Notice of Violation have been issued for
pipe replacements and extensions without a 404/401 permit. No work has been completed on the
proposed pond.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No Future Permits Anticipated Construction work at all remaining creek crossings will utilize
arched half pipes with headwalls.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
Proposed impacts resulted from filling the stream to replace and/or lengthen einht existing road
crossings. Proposed is also a pond at the main entrance of the community.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-yearFloodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
RC #1 Rip-Rap <0.008 no <10' Linear
Site 49 Excavate/Flood 0.008 no <10' Linear
Site #10 Excavate/Flood 0.005 no <10, Linear

' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approval local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at littl2://NNANAv.fema.gov.
'•' List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 20,954 square feet
(0.48 Acres)
Total area of wetland impact proposed: 566 square feet (0.013 Acre)
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please scif )
RC #1 Rip-Rap/Flood 45' UT to Camp Creek 3' Perennial
RC #4 Pipc/Rip-Rap 50' UT to Camp Creek 3' Perennial
RC #5 Pipe/Rip-Rap 37' UT to Camp Creek 3' Perennial
RC #6 Pipc/Rip-Rap 30' UT to Camp Creek 4'/ Seep Intermittent
RC #8 Pipe 60' UT to Camp Creek 6'/ Seep Intermittent
Site #11 Excavate/Flood 75' UT to Camp Creek 3' Perennial
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
vvNv"v.uSRs.aov. Several interact sites also allow direct download and printing of USGS maps (e.g., vv%vw.toI2ozonc.coni
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 222 Linear Feet of Pipe
Extensions and Rip-Rap: 75 Linear Feet of Flooding
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name Watcrbody
)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ® uplands ® stream ® wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Road Emnbankment will be used for Dam, Area to be
Flooded will be Excavated
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Aesthetic and Trout Pond
Size of watershed draining to pond: approximately 70 Expected
pond surface area: < 1/2 Acre
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Impacts necessa[y to access high ground. The developer will be constructin., six additional
crossin ,s at double the cost by installing arched spans to avoid additional impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetiands/strm.gide.litmi.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Preserve 4455 (15:1 ratio) linear feet of stream and 0.13 (10:1 ratio) acres of
wetlands
Restore linear feet of stream
Create acres of littoral areas
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://l12o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 4455 (Conservation Easement
Accepted by EEP)
Amount of buffer mitigation requested (square feet): No Buffer Mitigation Required but
Will Provide a 30' Buffer within Conservation Easement Area
Amount of Riparian wetland mitigation requested (acres): .13 (Conservation Easement
Accepted by EEP)
Amount of Non-riparian wetland mitigation requested (acres): None Proposed
Amount of Coastal wetland mitigation requested (acres): None Proposed
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaUstate) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes E] No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
( uare feet) Multiplier Required
Miti
N/A gation
3 N/A
2 N/A 1.5 N/A
Total N/A N/A
* Zone 1 extends out 30 fat perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
No Buffer Mitigation Proposed
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Laree lot subdivision: Avera:?e lot in excess of 2 acres: No amenitv area nrooosed except for a
community park, < 30% Impervious.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
On-site septic
XIH. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ® No ?
Is this an after-the-fact permit application?
Yes ® No ?
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Allicant/Agent's Signature Date
Agent's signature is valid only if an authorization letter from the applicant is provided.)
7623-69-2225
LLOYD E MAY
DB 1092, PG 368
X39
?3g
7623-69-6322
JAMES MILLER
DB 472, PG 186
L25
P??N X29 ?2? 6
I ?J L28
I °
1 L 6000

C\
?c
WL 633a
R FvE? RD
Road Crossing # 1 Impacts = 55 Linear Feet
Stream = No New Pipe Impacts (Replacement)
Stream = 10' Rip-Rap and 45' Rip-Rap

6"cmp
18"cmp
6"cmp
Road Crossing #2 Impacts = 0 Linear Feet
Stream = No New Pipe Impacts (Replacement)
Road Crossing 43 Impacts = 0 Linear Feet
Stream = No New Pipe Impacts (Replacement)
CH 500

H
AP
CH 5300
S76°49'04"E
103.08'

CH 52,GO
? POB
/
/ CH 5500
/ S23°1 4'40"E
- 97.90'
(TIE)
/

36"PIPE
W/ RIPRAP
APRON
t- Road Crossing #6 Impacts = 30 Linear Feet
Stream = 20' Pipe Extension When Replaced
Stream = 10' Rip-Rap
CH 5400
I \
LQ.
?IPF
\
-MP
Road Crossing #l8 Impacts =100 Linear Feet
Stream = 60' Pipe Extension When Replaced
Stream = 40' Fill Below Pipe Outlet
Road Crossing ##7 Impacts = 0 Linear Feet
Stream = No New Pipe Impacts (Replacement)
N34
S \'a-e. -'A 9 ngatA-s = o. o o S Awe.
W ?0 = 0.00b Aca e, ?xcav .?F to
Wl. 6000 /

o6
L?
D?
-3a I
S \Il-e - 10 T-C.-I
We.A,\ov,.A = o• oQl
,'rs = D. 00t5 c.,( e
Acre E ke%lood
\ PAL 1033
?O PoN0
vWL elO 0 0
PRAP, L 1033 0-

to'
N C 00
as'
S:Ord 11 T^qac, l = 15 Llnzar ' evk
Excavv e%too?
C" cooO
Scale.
Black Bear Falls
Stream and Wetland Dimensions
Feature Series Main Channel Tributaries Adjacent Wetlands
length (feet) length (feet) area (square feet)
CH 100 549.8
CH 200 27.4
CH 300 70.5
CH 400 2427.8 32.5
CH 500 1624.9 118.9 1748.8
CH 600 1271.8 618
CH 700 168.4
CH 800 1994.9 111.1
CH 900 763.1 408.3 449.7
CH 1000 + 1200 801.6 24.3
CH 1100 136.5
CH 2000 294.2
CH 3000 112.3
CH 4000 258.9 183.8
CH 4100 451.5
CH 5000 1451.3 86.7 2142.4
CH 5300+ 5400 670.5 25.5 5046.6
CH 6000+ 5200 1800.5 2895.9
CH 7000 1632.1 613.3
WL 1300 501.1
WL 3100 7372.1
Totals 16,508.0 1,425.3 20,953.7
NC DENR - DIVISON OF WATER QUALITY 2B .0300
.0303 LITTLE TENNESSEE RIVER BAS IN
Classification
Name of Stream Description Class Date Index No.
Big Branch From source to West Fork C 07/01/61 2-79-42-1-2
Dicks Creek
Buckeye Branch From source to West Fork C 07/01/61 2-79-42-1-3
Dicks Creek
East Fork Dicks Creek From source to Dicks Creek C 07/01/61 2-79-42-2
Schoolhouse Branch From source to Dicks Creek C;Tr 07/01/61 2-79-42-3
Laurel Branch From source to Tuckasegee C 07/01/61 2-79-43
River
Barkers Creek From source to Tuckasegee C;Tr 07/01/61 2-79-44
River
West Fork Barkers Creek From source to Barkers Creek C 07/01/61 2-79-44-1
Middle Fork Barkers Creek From source to Barkers Creek C 07/01/61 2-79-44-2
East Fork Barkers Creek From source to Barkers Creek C 07/01/61 2-79-44-3
Jacks Creek From source to Tuckasegee C 07/01/61 2-79-45
River
Cane Branch From source to Tuckasegee C 07/01/61 2-79-46
River
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 Cove C 07/01/61 2-79-52-4-1
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
27
Delineation Performed by: Weiland and Natural Resource Consultants, Inc.
217 Paragon Parkway, #142
Clyde, NC 28721
Phone: [phone] Fax: [phone] Mobile: [phone]
WETLAND DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/site: Black Bear Falls Date: 07/04
Applicant/Owner: Camp Creek Associates, LLC County: Jackson County
Investigator: Jennifer Robertson (WNR Staff) State: North Carolina
Do normal circumstances exist on the site?
Is the site significantly disturbed?
(Atypical situation)
Is the area a potential problem area?
(If needed, explain on reverse.)
VEGETATION
1. Juncus spp. grass FACW+
2. Carex spp. grass FACW+
3. Alnus serrulata shrub FACW
4. Salix nigra tree OBL
5. Polygonum sagittatum herb OBL
6. Arundenaria gigantea grass FACW
7. Smilax spp. vine FAC
8. Rubus spp. shrub FAC
Yes Community ID: Linear and Headwater Wetlands
No Transit ID: Linear and Headwater Wetlands
No Plot ID: Linear and Headwater Wetlands
9.
10.
11.
12.
13.
14.
15.
16.
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): - 90 %
Remarks:
HYDROLOGY
_X_ Recorded Data (describe in remarks) Wetland Hydrology Indicators:
Stream, Lake or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
Other X Saturated in Upper 12 Inches
No Recorded Data Available Water Marks
Drift Lines
Field Observations: Sediment Deposits
X Drainage Patterns in Wetlands
Depth of Surface Water. _0 to 4_ (in.) Secondary Indicators: (2 or more required)
X Oxidized Root Channels in
Depth to Free Water in Pit: _10 to 14 (in.) Upper 12 Inches
X Water-Stained Leaves
Depth to Saturated Soil: _8 to 9_ (in.) Local Soil Survey Data
X FAC Neutral Test
Other (explain in remarks)
Remarks: Wetlands associated with unnamed tributaries to Camp Creek
Wl-data.frmCCA-1000
Project # CCA-1000
SOILS
Map Unit Name
(Series and Phase): Cullasaja sandy loam Drainage Class: well drained
Field Observations: field survey
Taxonomy (Subgroup): Humic Dystrudepts Confirm Mapped Type? Jackson County
Soil Survey
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture. Concretions,
(ins) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
0-12 Al 10YR 3/2 10YR 4/2 moderate fine cobbly sandy clay loam
12-19 A2 10YR 3/3 10YR 4/4 moderate fine cobbly sandy clay loam
19-34 Bw 7.5YR 4/6 cobbly fine sandy loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soil
_X_ Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime _X_ Listed on Local Hydric Soils List **
_X_ Reducing Conditions Listed on National Hydric Soils List
_X_ Gleyed or Low-Chroma Colors Other (explain in remarks)
Remarks: Wetlands at Headwaters of Streams and Adjacent to Streams
Wetland Determination
(yes or no)
Hydrophytic Vegetation Present? YES
Wetland Hydrology Present? YES
Hydric Soils Present? YES
Is This Sampling Point Within a Wetland? YES
Remarks:
WLdata.frmCCA-1000
Delineation Performed by: Wetland and Natural Resource Consultants, Inc.
217 Paragon Parkway, #142
Clyde, North Carolina 28721
Phone: [phone] Fax: [phone] Mobile: [phone]
WETLAND DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Black Bear Falls Date: 07/04
Applicant/Owner. Camp Creek Associates, LLC County: Jackson County
Investigator. Jennifer Robertson (WNR Staff) State: North Carolina
Do normal circumstances exist on the site?
Is the site significantly disturbed?
(Atypical situation)
Is the area a potential problem area?
(If needed, explain on reverse.)
VEGETATION
1.
2.
3.
4.
5.
6.
7.
8.
Yes Community ID: Channels
No
Transit ID: Channels
No Plot ID: Channels
9.
10.
11.
12.
13.
14.
15.
16.
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): N/A
Remarks:
HYDROLOGY
_X Recorded Data (describe in remarks) Wetland Hydrology Indicators:
Stream, Lake or Tide Gauge Primary Indicators:
Aerial Photographs X Inundated
Other X Saturated in Upper 12 Inches
No Recorded Data Available Water Marks
Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water. _0 - 60 (in.) Secondary Indicators: (2 or more required)
Oxidized Root Channels in
Depth to Free Water in Pit: 0 (in.) Upper 12 Inches
Water-Stained Leaves
Depth to Saturated Soil: 0 (in.) Local Soil Survey Data
FAC Neutral Test
Other (explain in remarks)
Remarks: Various Centerline Averages, Unnamed Tributaries to/and Camp Creek
WLdata.frmCCA-1000
Project # CCA-1000
SOILS
Map Unit Name
(Series and Phase): Cullasaja sandy loam
Taxonomy (Subgroup): Humic Dystrudepts
Drainage Class: well drained
Field Observations: field survey
Confirm Mapped Type? Jackson County
Soil Survey
Profile Description:
Depth Matrix Color Mottle Colors Mottle
(ins. Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast
0-12 Al 10YR 3/2 10YR 4/2 moderate fine
12-19 A2 10YR 3/3 10YR 4/4 moderate fine
19-34 Bw 7.5YR 4/6
Hydric Soil Indicators:
Texture, Concretions,
Structure etc.
cobbly sandy clay loam
cobbly sandy clay loam
cobbly fine sandy loam
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soil
_X_ Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime _X_ Listed on Local Hydric Soils List'"
X_ Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (explain in remarks)
Remarks: Bottom of Streams
Wetland Determination
(yes or no)
Hydrophytic Vegetation Present? N/A
Wetland Hydrology Present? YES
Hydric Soils Present? YES
Is This Sampling Point Within a Wetland? YES
Remarks:
WI-data.frmCCA-1000
Restoration Plan
Existing Fill Removal
For
Camp Creek Associates, LLC
Black Bear Falls
Jackson County, North Carolina
January 12, 2005
Prepared by:
Wetland and Natural Resource Consultants, Inc.
Jennifer Robertson - Ecologist
Executive SummM
The Developer of Black Bear Falls proposes this restoration plan to satisfy a Notice of
Unauthorized Activity issued by the US Army Corps of Engineers and a Notice of
Violation issued by the North Carolina Division of Water Quality for unauthorized
impacts totaling 40 linear feet of fill below Road Crossing #8 as labeled on the enclosed
within the permit application. The plan, as outlined within this document, serves as
guidance for the proposed restoration for compliance. The after-the-fact permit
application is enclosed to satisfy the requirement to obtain permits for the previously
impacted areas.
Restoration will be:
• removal of existing fill from stream
• allow stream flow through channel once again
• stabilization of stream bank with fine grading, if necessary
• re-vegetation along this reach of stream
temporary and permanent seeding schedule as shown below
plant list shown below
The restoration of these areas will have oversight by WNR, Inc. staff to ensure proper
installation, planting, and removal of structures on site and to propose alterations during
construction, if necessary. Restoration success will be measured in terms of percent
herbaceous coverage and stream condition. There were no existing woody trees or
shrubs along this reach of stream because it was an old road bed. However, woody
vegetation is included within this restoration plan because vegetation will be planted along
portions of the stream as part of the landscape planting plan for the development in areas
that lack sufficient vegetation. The stream bank will be stabilized with herbaceous
vegetation immediately in this area and then the woody vegetation will be planted in the
spring of 2005.
Planting Plan and Specifications
The area will be planted with the appropriate species once the restoration work is
complete. The shrub species will be planted at a denser ratio toward the inner and outer
edge of the stream buffer to reduce light penetration and re-colonization by invasive
exotic species. A listing of species is found below; additional species may be selected as
needed, due to availability and site need.
The planting arrangement will be on 13 X 13 foot spacing for tree species that will
produce 258 stems per acre. The shrubs will be on 10 X 10 foot spacing, which will
result in 436 stems per acre. A tree shelter may be used to accelerate growth and
increase survivability. Some specimen trees and shrubs may be incorporated into the plan
due to the high visibility of the area.
The objective will be to mimic most of the natural buffer that should be in this area,
which is to be composed of grasses, other herbaceous species, shrubs, and trees. The
planting area will be 30' wide adjacent to the fill area and will be planted with herbaceous
and woody material. The site will be prepared accordingly and be planted as described
below and with all appropriate soil amendments.
Herbaceous Vegetation
TEMPORARY SEEDING SCHEDULE
a iCedtng ml4tvre:

z Species Rate (Ib/acre)
„ Rye (grata) 120
?K
}- Seeding dates
>L Mountains -- Aug. 15 - Dec. 15
Coastal oastal Plain and Piedmont -- Aug. 15 - Dec. 30
?.Pp tag mlxtvro:
Species Rate (Wcw-re)
Rye (grain) 120
Armal lc5pcdeza (Kobe to
Piedmont, and Coastal Plain,
Korean in Mountains) 50
Q)
Ornlt annual le5pedeza when duration of temporary cover 15 not to extend
beyond June.
?OP t /„7 --.
Mountains - Above 2500 ft.: Feb. 15 - May 15
Below 2500 ft, Feb. I - May I
Piedmont - .Jan. I - May I
Coastal Plain - Dec. I - April 15
APO ' g mixture,
Specie5 Rate (Ib/acre)
German millet 40
In the Piedmont and Movntain5, a small-Stemmed 5vdangro55 may be
svb5tltuted at a rate of 5,0 Ib/acre.

P q datc5
Mountains - May 15 - Aug. 15
Flec4»ont - I-Icy I - Aug. 15
Coastal Plain - April 15 - Avg. 15
5oll Amcndments,
Folio" recommendotlon of soil tests or apply 2,000 lb/acre ground agricultural
limestone and -150 IbJacre 10-10-10 Fcrtlllzer.
t-Mch.
Apply 4,000 Ib/acre Straw. Anchor straw by tacking with cr-pholt, netting,
or a mulch anchorinq tool. A disk with blades set nearly straight can be
?
d
h
h
use
a5 a mv
c
anc
oring tool.
Mn!nt r n2nce,
RcFertilize if growth is not fully adequate. Re5ced, rcFerttUze and mulch Im-
mediotely foliowing ero5lan or other damage.
PERMANENT SEEDING SCHEDULE
(C RA55ED AREA5 FROM 3:1 TO 2:I SLOPE)
Seeding Mixture:
Species Rate (Ib/acre)
Tall Fescue (KY-31) 100
Sericea lespedezo 20
Korean lespedezo 10
Redtop 5
Kentucky B1uegra55 5
Seeding N, ate:
After Aug. I, use unscorified seed for serlceo
lespedeza.
Nurse Innt5:
Between May I and Aug. 15 add 10 Ib/acre German
millet or 15 Ib/acre Sudongross. Prior to May I or
Aug. 15, add 40 Ib/acre rye (grain). It may be
beneficial to plant the grasses in late summer and
overseed the le5pedezas in March.
Seeding dates: Best Possible
Below 2500 ft:
Above 2500 Ft:
Complete seedy
spring on north-
Aug. 15 - Sept. I July 25 - Sept. 15
Mar. I - Apr. I Mar. I - May 10
July 25 - Aug. 15 July 15 - Aug. 30
Mar. 20 - Apr. 20 Mar. 5 - May 15
iqq earlier in fail, and start later in
end east-facing slopes.
5oll amendments:
Apply lime and fertilizer according to soil tests or
apply 4,000 lb/acre ground agricultural limestone
and 1,000 lb/acre 5-10-10 fertilizer.
Mulch:
Apply 4,000-5,000 lb/acre grain straw or equivalent cover of
another Suitable mulching material. Anchor mulch by tacking with
asphalt, roving, or netting. Netting is the preferred
anchoring method on steep slopes.
Maintenance:
Mow no more than once a year. Refertilize In the second year
unless growth 15 fully adequate. Reseed, fertilize, and mulch
damaged areas immediately.
Woody Vegetation
Acer rubrum Red Maple
Alnus serrulata Tag Alder
Cornus amomum Silky Dogwood
Platanus occidentalis Sycamore
Salix nigra Black Willow
Sambucus canadensis American Elder
As earlier stated, woody vegetation shall be planted 8' and 10' on center.
Plant Material Specifications
Bare Root or Container (Herbaceous):
The plants will either be ordered as bare root or in I -quart containers. Plants will be
planted immediately upon delivery. Plants will be stored in shade and kept moist
otherwise. Once planted, the specimens shall appear healthy with no leaf spots, leaf
damage, leaf discoloration, chlorosis, leaf wilting or curling, or evidence of insects on
leaves or stems.
Balled and Bagged (Woody Plants):
The size of the earthen ball shall at least meet the minimum requirements in the
American Standard for Nursery Stock (1980). Where plants are to be planted in
saturated soils, the bagged root ball shall have a surface diameter that is at least '/2 of the
diameter of the un-pruned drip-line and a depth that is at least 8" per S' of tree/shrub
height The hole for the tree/shrub will be the rootball diameter plus 12" around the
outer edge. The crown of the rootball will be placed I" above finish grade.
Plants will be planted immediately upon delivery. If this does not occur, plants shall be
stored in shade and root balls kept moist through periodic watering until the time of
planting. Once growing, the plants shall appear healthy with no leaf spots, leaf damage,
leaf discoloration, chlorosis, leaf wilting or curling, or evidence of insects on leaves.
Container (Woody Plants
The soil within the root ball shall be field capacity (1/3 atmosphere) or wetter upon
delivery to the job site. Any wilted, dry and/or lightweight plants shall be rejected. Plants
shall be planted immediately upon delivery. If not then they must be stored in shade and
root balls kept moist through periodic watering until time of planting.
The shrub species will be either 2' to 3' or 3' to 4' in height The tree species will be 8'
to 10' for the Red Maples and 7' minimum for the Willow and Sycamores. Soil and root
masses must at least meet the minimum required container size. If soil/root masses are
substantially smaller, soil around the root mass is loose, indicating the plant has not been
in the container long enough to root itself, it shall be rejected.

If growing, plants shall appear healthy with no leaf spots, leaf damage, leaf discoloration,
chlorosis, leaf wilting or curling, or evidence of insects on leaves.
For trees and shrubs, where spiraling woody roots exist on the outside of the soil/root
mass upon the removal of plants from the containers, the landscape contractor shall
separate (cutting where necessary) and spread them out prior to planting.
Planting Specifications
All areas between shrubs/trees will receive 3" of mulch. The contractor will assure
percolation of all planting beds/pits prior to installation. Large trees will be anchored into
the ground with a `Duckbill' Model No. 88-DTS-0 earth anchors or approved equal.
Evergreen trees will be anchored with three 2"x2"x8' evenly spaced stakes and tied with
recycled tire tree ties as manufactured by Grostrait or approved equal to promote a
straight growth pattern and prevent wind impacts.
Fertilization
Woody Vegetation:
Fall/Winter plantings-Use Osmocote 18-5-11, twelve to fourteen month release fertilizer,
to be placed in hole or in soil fill/amendment mix at planting. Use grams (I ounce) per I -
quart container, 90 grams (3 ounce) per I -gallon container (30 grams per each additional
gallon). Use 15 grams (I ounce) per un-rooted cutting for willow whips (if used).
Soil Amendments:
Soil amendments are required around tree and shrub plantings. The amendments used
should be leaf or pine bark compost at rates of one part compost to one part soil (from
planting hole). Fertilizer should be mixed in with soil amendment mix. No surface mulch
is required where plants are planted at or near original grade, unless tree shelters are
used to promote growth and survival percentage. A 6" soil berm will be constructed 12"
from the outer edge of the rootball to hold water.
Timetable for Restoration
Once the infrastructure within the areas proposed for restoration has been completed,
the restoration work will begin. The following timetable is presented for restoration
work once the construction is complete. Ranges are given below to allow for rain days
and other unexpected delays. Since this is a highly visible area, it will be in the best
interest of the developer to restore these areas as quickly as possible once work has
been completed.
• 2 weeks to restore the stream banks to original condition
• 1 week to install the vegetation in the spring of 2005
• flow will be allowed to return to stream beds once the fill has been removed

Depending on weather conditions, the restoration work can be completed within one
month following your approval. Photographs of the restoration area will be taken and
forwarded to the Army Corps and NC DWQ office once all restoration work is
completed.
Potential Sources For Plant Material
Herbaceous Material:
Niche Gardens
I I I I Dawson Road
Chapel Hill, NC 27516 [phone]
We-Du Nurseries
Rt. 5, Box 724
Marion, NC 28752 [phone]
Shrub Material:
Campbell's Nursery Carlton Campbell
2816 Campbell Road
Raleigh, NC 27606 (919) 851-1 162
Cure Nursery Bill or Jennifer Cure
880 Buteo Road
Pittsboro, -NC 27312 [phone]
Fern Valley Farms Tom Clarke
1624 Fern Valley Farm Road
Yadkinville, NC 27055 [phone]
Tree Material:
NC Division of Forest Resources
Edwards Nursery
701 Sanford Drive
Morganton, NC 28655 [phone]
Tree Shelters: -
Treessentials Company
2371 Waters Drive
Mendota Heights, MN 55120-1163 800-248-8239
Tire Tree Ties:
Grostrait [phone]
i
i

WETLANDS LINE TABLE IJNE BE~,IR_a10 LENOIH UNE BEARING LEN01H UNE BEAIUNO _ LENOIH LINE BEARING lENO1H
LINE BEAPoNO LENGTH L2C! LSa6 La43 L10aa L1 L2ea LSee La44 L10e7
L2 L2e4 laa7 Le4S L10ae L3 L2~ LSaa Le4e L10aa
L4 L2ee LSaa Le47 L10a0 La L2e7 LS70 lJl4e L10e1
Le L2ea Len Le+o uoo2 L7 L2ee LS72 LBSO L10a3 N 0 TES: 1424
Le L2~ LS73 1851 L10a4 L9 L2et L574 Le52 L10a5
L10 LZeY LS7S L853 LtOae U, L2e3 This certifies that this copy of this plat identifies as waters and wetlands all areas 1. THIS SURVEY MEETS THE REQUIREMENTS OF A CLASS 'A' SURVEY 142
L,2 L2e4 an La~SS uaOeBe of waters and wetlands re ulated ursuant to Section 404 of the Clean Water Act L,3 L2ea Laze Leee uooo 9 P AS DEFINED IN THE "STANDARDS OF PRACTICE FOR LAND ~
L,4 L2ee L~7 L„~ as determined by the undersigned on this date. Unless there is a change in the law, L,e L2e7 LSeO Leae L„m or our ublished r ula i ns hi rmin i n SURVEYING IN NORTH CAROLINA", ~
p gig t o , t s Bete at o may be relied on for a period not ue L2ee Lest L4BB Lt,o2 L,7 L2ta L662 Lego L„o3 to exceed five years from this date. This determination was made utilizin the 2. SUBJECT TO EASEMENTS AND RIGHTS OF WAY OF RECORD.
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L20 L3a2 LSea L8a3 L110e LJ03 Lane Lea4 L1f07 3. TOTAL AREA OF ALL TRACTS IS 307.67E ACRES (D.M.D.).
L22 L304 Leal ' lean L1f0e ~ ' Lean Lean L110a
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Lae L3ae Leo, Laao u,t2 L27 Wae LSe2 L870 Ltti3 (NORTH AMERICAN DATUM OF 1983) BY GLOBAL POSITIONING
L2e L310 LSa3 Le71 L1114 SYSTEM METHODS AND UTILIZING NORTH CAROLINA GEODETIC
L2a LJ1, LSO4 L872 L111S Lao L3,2 LSe6 La73 L111e Ti I MONUMENTS: "JACKS" AND "GATEWAY", ALL DISTANCES ARE NORTH ~ CAROLINA GRID DISTANCES, UNLESS OTHERWISE NOTED. COMBINED ~
L31 W13 LSaa La74 L1117 t e L32 L314 Leal Le7S L111a GRID FACTOR IS 0.999736547.
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u33 i4ie uu u7e . ' ~ Lt2te ~ ~1 Lt34 Lb66 Len L1220 _ Lt tij~ 0~ ' / . _ _ _ - ~ 385'23' " , 79.25'
L136 L417 L7o0 L6te L1221 - ' L ~ ^ ' L13e L41e L7ol L676 L1222 L r Radcm~y~imp,C"•wu~pa~ IPF 176.43'
L137 u16 L702 ' L6e0 L1 t scum •:a npa Ra„adoa whuRepYcad L138 L420 L703 t9et ' L1224 L1 ~ sm„m•aaR~p..up "'"'dm~s~i ae 1 \ \ ~ ~ \ e IPF
L13e L421 L704 Lee2 L122b t L14D L422 L706 L6e3 L122e L1 ~ 1 P yg9 ~ N842445 E N7301 59 E
L141 L423 L706 L122 L1 Lt42 L424 L707 L9e6 " L1 Lt / ~ \ ~ ~ 56 ti1y 159.32' ~ " 128.90' \ \ ~ ~ ~ / 2a N88'21'41"E 5675519 E
Lt43 L426 L706 L6ee L1 L144 L42e L706 LM7 L1230 Lt \ ~ \ ~ ~ IPF 37.73' 72.73 24"cmp ' \'G \ ~
Lt48 L427 Ln0 Lees ~ L1231 L ~ / L146 L426 Ln1 L6N L1231 IPF ~ / ~
u4t L42D Ln2 LD60 Lt233 L S36'44'S6"W ~ ~ ~ ~ N37'55'33" ~ / ~ R,,,G,";,,„,~,.o,~„~, , E 7623-94-3357
Lt4e L430 ln3 Lest L1 ' L14Y L431 Ln4 t L f ~ 98.37 I . wl / / \ 9tam•NaNewNpe~P•~1 ~ ~ 154.66 "ac~,,,~o~,,,, Pe" / / \ N~r~49 US FOREST SERVICE
L180 L432 Lnb L1 q \ Rwaaa4y~~~p~u s,{1ep R LA33 Jo'a \ Rham•10'pb&mml®wh~ `Rape ust Lne Lt L eem•u~lUO.s.peod lr A~ps.p /~V~ / ~Q IPF ~1~• dt
L182 L434 Ln7 L1 L ~ 9mam • ~T Rq Rroua is ~o-ap uu L436 Lne a ~4~ 26 , / \ ~ PROPERTY LINE TABLE
L184 L43e ut6 ' Lt L1 S"0'' 64 ' ~ 'fie L186 L43'~ L720 ' ' L1 41 t 9 \ \ ~Mt / \ N34'15 04 E 1 136.80' LINE BEARING LENGTH
L18e L43e L711 L1 S4° ~ L187 L L 22 L10D0 Lt L1 IPF ) a1 7203 ~ CH 7203` / I~ ' ~ ~ L1 t ' / / \ 139.94 114 L2 y .
L18e L440 L ' 1001 ' Lt244 L L189 L441 L724 L1002 ' 1 L1 ae' rl rap apron `L ~38"cm / / ~ P ~ L3 y1'
L160 L442 1728 L1003 U24e L ~ \ L443 ~ ~ ue1 L726 uoa u24t L ~ \ / / L4 7. 1. , /~ft 7104/ / ~ L5 '1117" 41 '
Lte2 L444 L727 L1006 124e L ~ ue3 L448 L72e u0o6 L1246 L ~ \ L8 1 T1 " 4 ' ' i- y6 l7 't' 'W 1 71'
L1e4 L446 L726 L1007 L1280 L ' , " CH 00 \ uea L447 u30 Ltooe L1261 L F S67'01 14 E \ CFI 5 '
L166 L446 U31 L100e Lt262 L IPF 98.46' ~ - L167 L4W L732 L1010 ' L1 ~ ~ - ~ e
Lfee L400 U3J L1011 ' L1284 L - L1e9 L461 L734 L1012 L12b6 L S57'49'54"E SUBJECT PROPERTIES \ y, ~ L11 17 44
utD u3e u1n3 u2s6 117.73' IPF / / 38'Pif L1n L736 L1014 L1187 L W/ RI / .PIP I NEW PIN~7823-88-58143 I ~ ~ Lit 7 1' 7 ' E Li3 " / W/ RIPRAP I- - - - - - - - J ~ N21'39'52"E 2 n• t '
L172 L464 L737 L1D1b L126e L IP / APRs L173 L466 73e L1016 L1286 IPF / / APRON \ ~ ~ 146.23' L14 7' 7~ 7 L15
„ S76'49'04"E / L174 Lobe L736 ulnt u2eo L S5TO6 29 E 183, 103.08' / L17b L4s7 L74D 1101e L1261 1 9? \ ~ L18 "
127.75' IPF L17b L48e L741 L1019 L12e2 S~~' ' L1n ~ U42 L1020 Lt2e3 L 36 ?1 "E IPF WL R ~ ~ l17 •yy 4'
L17e L460 L743 L1021 ' L1~4 Li Lt76 L4e1 L1022 L1268 L R 9wd emeeloQ Mfi impee"•7olJOe"Beet ~ ~ L18 ' 1"W 4 sueem•10'HgB.uo,bnWheeReplexd ~ L19 y W sue®•io~sp.aep >o~ L20 7'1 "W
L744 ~ R L1e0 L462 L746 L1 ' ' L1260 L1 / Uet L4e3 u4e L1024 ' L126 Lt / ~ CH 5400 ~ 540o N01'42'04"w
ue2 L+b4 uu Lt026 u2ee L S26'51'37"E / 122.24' L22 ' 7 ' L23 7 '
ue3 L466 u4e u026 u 7 / S23'14'40"E Lte4 L46e L746 L1027 L1270 L 152.99 97.90' " IPF L24 1'
ues L467 use uo2e Lt2n Lt uee Ubb Ltbt Ltozo u272 L (TIE) N19'O6 00 E l25 ' 158.04' lzs 7 t '
L187 L466 L762 L1030 L1273 L L1ee L470 U63 L1031 L1174 L27 70 •
L1e6 Lon L784 L10Y! L127s L IPF L160 L472 L766 ' L1 L1276 L1 L28 " L29 7 .4 ' 4.
L191 L473 L76p L1034 L12n L L162 L474 L767 L10~ L1 L1 L30 4.4 .1 . IPF L31
L163 L4t6 L78e L103e U2 L ' , Lt94 L476 L786 L1 L1 Lt ~p L32 • W 112 1
L166 Lon u60 L10~ l1 ' L CC' Lt6e L4m LTe1 L1036 L12e2 L1 ~ 6~ ~ I L34 ry " TOTAL PROPERTY ACREAGE=307.67fACRES L35 7 , ' a
L167 L47e L70 L1040 Lt2e3 L1 L16e L4e0 L763 L1041 L1264 Lt 7623-35-6903 9623-66-9585 ~ r ~ - L38
L166 L461 1784 L1042 L1266 L L200 L492 L766 Lto43 Lt2e8 L WILLIAM L. ALDIS N TOTAL WETLANDS ON PROPERTY-2.37tACRES L37 n t ' CAMP CREEK ASSOCIATES, LLC 2° Lae ~ 7 ,
L201 L4a,7 L766 0044 1 L L2o2 L4e4 L7e7 Lt046 L1 DB 485, PG 371 N4155 05 E PERCENTAGE OF PROPERTY THAT IS CHANNELS/WETLANDS=0,77X DB 1413, PG 673 93.32' IPF ~ '
L2o3 L4e6 Lne L1o46 L1 L204 L4ee L76A L1047 L1260 IP Loo 7 7'
~s L4e7 L7t0 L104e L1261 L208 L4ee L7n L1046 L1262 L41 4. i ' L42 y1' •
L207 L46A L772 L10s0 L1263 L2~ L460 L7t3 L1081 L1264 4' 1' IPF ~ L43 ,
~Dp L461 Ln4 L1082 L1 '4 i L210 L492 L778 L1063 U2ee ' T W L44 ' ~ ^ L45 4 7'
L211 L4ffi Ln6 ~ L1064 1126 L1 L212 L494 Lln L1066 L126e t L48 ' (p ~ L47 ' t.
L213 L49b L77e L1086 L126e L214 L496 L776 L1087 Li ' t ~ L48 7.
L21S Lii7 L7e0 L108e L1301 L1 L216 L4ee uet Lto86 Lt3o2 L L49 t .7 ' 2 L50
7 L466 uoeo u3o3 L1 0 IPF 4' 4' 1 ' N03'36'21"W L52 1 1
L2+e Lsoo L7e2 L7e3 L10et u u r k L2t9 Lb01 L7e4 L1062 L1306 ~6~, ' ~ 117.63 L53 t ,
L22o Lb02 L7e6 L1063 Lt30e ~6 L221 Lb03 L7e0 L10e4 L1307 L54 '1 •
L222 L604 L1e7 L10e8 L130e L223 Lb06 L7ee L1066 L1306 IPF IPF 7623-94-3357 L55 't " ~ ..tee . O~ US FOREST SERVICE L57 t'
L224 LbOe L7e6 L10e7 L1310 L22b L607 L7p0 L10ee L1311 ti66~ Oy"E ~e 7 .7.
L22e LbOe L761 L106e Lt312 IPf L227 Lb06 L762 L1070 L1313 Oat L59 '11" ' IPF a6 ~ L80 1 '
~2g lb1D L763 Lion L1314 Lott 4 Lt072 Lt3ts , 7623-55-0382 LBt ' 216.5 .E ~ L82
~ Lbt2 L7° uw3 ~ Lt3te N72'00'12" tia L7eb CAMP CREEK ASSOCIATES, LLC L231 L613 L766 L1074 L1317 , 110.14' ~ ' " .3!?' 8~ v L83 141 '
L614 ~ b ~ CH 4100 L232 L767 L1076 ~ ~ L23s Lstb L76e ume • DB 1426, PG 374 tk S82'4413 E N11 L84 t 71.07 o ~~A l85 •
L234 Ls1e L766 L1077 Gjb ,~9 L236 Lb17 ~Op L107e ~ ~y ti~ p,, M' L88 7 CIJF 277.93' ,ph 0 L87
l2x Late ~ Lto76 ti~ ~l K L237 L616 ~D2 L10e0 y~ 'l~ C 4000 ~ L88 ' 7• 1
L23e Lb20 L~3 L1oet L2~ Ls2t ~D4 L10e2 $62'44'1 CfJF L89 .7. " IPF 3E
L240 Lb22 ~s Ltaes L241 L623 LeDe u084 e3 IPF IPF 32 ~9 0~ L71 .4.7e .
L242 Lb24 7 L10eb t0 L243 L625 L~eDe h S64 ~~9. ~ ~ ~ L72 1 14 N 635807,888' b9' ~h •~ti 7'4 4 , ' ,
L244 Lb2e LeOe ~iy ~ ~ k CH 3000 1~ ~ L2~ La27 Le10 S32'43'05"W ~ '0 k~ „ E 728710.175' 4~F ~y L74 7 1 4' ,DA (NAD 1983) a N a 7" N 4
L24e Lb26 Lett ~N 61~~ L247 Lb26 Le12 64.91 •1ti IPF ~ 65 38 2 E X61 ~ \ 45.94
L24e Lb30 Lets L246 Lb31 Le14
L2bo Lb34 181b Lest Lb33 Lete WL 2000
12x2 ~ La>4 Lett '~pl
1263 Lb36 181e ~ IPF l 1.254 183e Leto 1100 CH 1200 + ~
L255 Lbb7 Leto Og,30 „ ~6 Lee 208.84' IPF 2 ' 1'19 ~
12x7 Le22 N g 5 Lsse Le+b L~3 a " 6 G~•~ v
~ La4t Ls24 3 WL 3100 0 S87'O6 21 E 1260 Ls42 1x26 ~ , CH 1000 WL 1300 1 0 h NCGS MON."JACKS' KEY; ~Z
L2et L~yµ Le26 ~ ~ N 630482.010 ~ 3 164b Le27 M ey' E 720207.818 z COMPOSITE MAP FOR
L646 ~ ' ~ aa~~11 1264 Ls47 Le26 ^ ~ IPF 182.47 ~ 7623 ~~87 CH -CHANNEL N-~B~A~K BEAR N E TERPR/ SES LLC
L265 ueA Lb~s Las+ ~ ' 8'52„E IPF T&T PROPERTIES INC WL -WETLAND m ' ~ IN: 7623-68-5613, 7623-55-0382
L267 L646 Le32 ~ N80 5 ' 12ee Lb60 Le33 616 „E DB 1094, PG 538 c, J f
L289 L862 L834 ~ ,10 23 L66 623-98-5102 & 7623-66-9585 W-~ ~ ~ K J
L653 ~ IPF X61 L272 Lbb4 Le37 3 !y ~ JACKSON COUNTY, NC
L273 L665 IeJB , „ ~ ~W 74 Lbbb ~6 IPF S03'09 33 E ~ N TOWNSHIP 19
L275 L5S7 1640 122.44 ~ y' 0 7e ~ Le41 N63'38'38"E ~ a ~ SCALE 1"=200' 8 11 04
IPS ty L~278 Lb80 1e42 , „ 164.81' IPS BETH B. GILLIAM, P..S. HUTCHISON-BIGGS & ASSOCIATES, INC.
L2>9 L86t S18'57 09 E L5e2 IPF 84.18' ' 306 WEST HAYWOOD STREET ASHEVILLE, NC
u80 Ls63 ~ ~ 422'16 N74'27'S7"E L564 ~ ~ " . 4'35 E 23.01' PHONE: [phone]; FAX; [phone]
~ ` S88'53 55 E N14 3 i ? 226.92 200 100 0 200 400 600 800 1000
CMF 8¢, ~6' IPF
WETLANDS.DWG S~6??'~ " IPF IPF 1~
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