20010803 Ver 1_COMPLETE FILE_20010530

WA
Michael F. Easley
TARO
?O G Governor
r William G. Ross, Jr., Secretary
> --I Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Certified Mail Return Receipt Requested February 7, 2002
Ms. Jennifer Robertson
Wetlands and Natural Resource Consultants
PO Box 224
Newton, NC 28658
Re: Bear Wallow Springs and Lake Toxaway Learning Center
Transylvania County
DWQ # 01-0803 and 010804
Dear Ms. Robertson:
The Division of Water Quality has reviewed your submittal for a modification to the subject 401 Water Quality
Certifications. Please be advised, since the location of the road crossing would change an application and appropriate fee
would be required for the "new" crossing. However, based on your conversation with Mr. St. John of this Office the
applicants are no longer planning to conduct any activities that require a 404 Permit or 401 Water Quality Certification in
regards to your request. Nevertheless, if either applicant decides to pursue the project as requested an application and
appropriate fee would be required in this case in order for us to decide whether this project is approvable.
I can be reached at 919-733-1786 if you have any questions. Until this information is received, I will place this project on
hold due to incomplete information (15A NCAC 2H .0507(a)).
Attachment
cc: Asheville DWQ Regional Office
Todd St. John
Central Files
Sincerely,
k,tn John R. Dorney
Water Quality Certification Program
North Cardlna Division of Water Quality, 401 Wetlands Certification Unit,
1650 Maa Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phcxe), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwotlands/
Wetland and
Natural Resource
Consultants Inc..
January 4, 2001
WNR, Inc: Project # SMG-1002-BearwallowSprings
U.S. Army Corps of Engineers N.C. Division of Water Quality
Asheville Regulatory Field Office 401 Wetlands Unit
Attn: Mr. David Baker Attn: Mr. John Dorsey and Mr. Todd St John
151 Patton Avenue; Room 208 1650 Mail Service Center
Asheville, North Carolina 28801-5006 Raleigh, North Carolina 27699-1650
Re: Nationwide Permit 14 / 401 Water Quality Certification Revision 0
Action ID 200130895 / DWQ# 0 I-0803?/?
Bearwallow Springs (Mr. Denval Hamby) / US Hwry 64 L? e3r
Lake Toxaway, Transylvania County, North Carolina
Dear Mr. Baker, Mr. Dorney and Mr. St John:
The purpose of this letter is to request from your offices approval to modify two permits and
certifications that were received in 2001 on adjoining property owners. The.other property u-us A?? .
owner is The Lake Toxaway Company who is developing a golf learning center. The respective J
properties are located in Lake Toxaway on US Hwy 64. Mr. Baker and Mr. Mike Parker have
both conducted site visits in the past. Mr. Owen Anderson conducted a 'site visit in December.
For Mr. Dorney and Mr. St John, I have spoken with Mr.Baker, Mr. Parker, and Mr. Anderson
concerning the possibility of The Lake Toxaway Company using one of Mr. Hamby's permitted
road crossings: Mr. Hamby did not use the approved crossing during construction. Mr. Hamby
was permitted to construct one minor road crossing on Bearwatlow Creek and one minor road
crossing on an unnamed tributary to Bearwallow Creek. The Lake Toxaway Company was
permitted to construct one minor road crossing on a different unnamed tributary to
Bearwallow Creek and one minor road crossing on a linear wetland.
Mr. Baker and Mr. Parker would like to see letters in,each file explaining that The Lake Toxaway
Company used one of Mr. Hamby's road crossings. The net wetland impact does not change.
This letter, the other enclosed letter, and enclosed plans serve as the notice to each file. .
As can be seen on the attached Plan I of 2, Mr. Hamby used an, existing logging road crossing
during road construction. This logging road crossing has been approved through the Corps,
since it was an existing crossing. Also shown downstream on this plan is the location where Mr.
Hamby had originally, been approved to cross Bearwallow Creek.: The crossing that The Lake
Toxaway Company, is now proposing in its' place, is shown on Plan 2 of 2. This crossing is
approximately 900 linear feet downstream of the originally approved crossing for Mr. Hamby's
. ; Bearwallow Springs community:
Newton Office Waynesville Office
11 South College Ave, Suite 203 82 Poplar Street
PO Box 224 PO Box 553 .
Newton, NC 28658 Hazelwood, NC 28738
828-465-3035 828."454 , 5033`
828&4653050` Fax 828,"454&5033 Fax
[e-mail] [e-mail]
i
We would like to thank the different offices for addressing this issue in a timely manner. These
letters will complete the Corps' requirements for this modification request Unless notification
is received from Mr. Dorney or Mr. St John, this package will complete the permit modification
request for these two projects.
Sincerely,
WJeRobertson
Project Manager
Mobile [phone]
Copies Furnished To:
N.C. Division of Water Quality
Asheville Regional Office
Attn: Mr. Mike Parker
59 Woodfin Place
Asheville, NC 28801
N.C. Wildlife Resources Commission
Attn: Mr. Owen Anderson
20830 Great Smoky Mtn. Expressway
Waynesville, North Carolina 28786
? EXISTINCs 24"
`CULVERT
I ' r i f ? ?\ ? !•i• G '
ALIGNMENT AS
REVISED TO USE
EXISTING CULVERT ! ! ;
/ j
/ 7 ' /
DISTANCE TO
_.\
NEXT CROSSING \ , nz..
DOLNSTREAM ..: _
1
APPROX. 900 FT. \ _
1
may; •
ROAD ALIGNMENT r
` AS ORIGINALLY I ?` 4 f
PROPOSED \ .
PREVIOUSLY l\ ? ' `` ?? •` ?I i
PROPOSED
CULVERT (51 LF
OF 96 "x61' a 100,
\\PIPE-ARCH)
looSC

STREAM BEAR WALLOW SPRINGS
CROSSING

LOCATIONS
TRANSYLVANIA COUNTY Scott R Melrose & Assoct
es. PA

LAKE TOXAWAY. NORM CAROUNA ur
Landwas;oe
F
r
l D

PLAN I OF 2
DATE: NOVEMBER 15,20OI vrmdaru
nv
esign
3 White Oak Road
REVLSIONS Arden. North C= as 78701
_ Phone [phone] Fax OM 6845156
dill
%
DISTANCE TO
NEXT CROSSING PROPOSED
- STREAM CROSSING
`DOWNSTREAM
APPROX. WO FT. ?' - - _ WITH NEW CULVERT
(51 LF OF 96"x6"1" _
.? PIPE-ARCH)
EXISTING
IS" CULVERT
LOCATION
PROPOSED STREAM
CROSSING TO USE
o so lw
EXISTING CULVERT
I r A
? SCALE : 1' 100=0'
STREAM BEAR WALLOW SPRINGS y
CROSSING TRANSYLVANIA COUNTY Scott R DrteI and a & As?ocmtc PA
LOCATIONS LAKE TORAWAY. NORTH CARCLJNA ?
DATE: NOVEMBER 15. 2001 3 Whitt Oak Road
PLAN 2 OF 2 Ardea NonhGcdmaasrol
REVISIONS Phow(aM681-5155 Fax GM684.5156 J
Michael F. Easley
O?0 W AT ?q
? Governor
William G. Ross, Jr., Secretary
O Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
July 13, 2001
DWQ# 01-0803
Denval B. Hamby Transylvania County
74 14'' Street
Atlanta, GA, 30309
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Price:
You have our approval, in accordance with the attached conditions, to place fill in 130 linear feet of Bear Wallow Creek in order to
construct two road crossings associated with the Bear Wallow Springs development in Transylvania County, as described in your
application received by the Division of Water Quality on May 30, 2001. After reviewing your application, we have determined that this fill
is covered by General Water Quality Certification Number 3289, which can be viewed on our web site at
http://h2o.enr.state.nc.us/ncwetlands. This Certification allows you to use Nationwide Permit Number 14 when it is issued by the U.S.
Army 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 404 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. If you change your project, you must
notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner
must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification. as well as the additional conditions
listed below:
1. Instream work is prohibited during trout spawning season;
2. Stormwater from the roads shall be directed to buffer areas or retention basins and shall not be routed directly to streams;
3. The culverts shall be installed to allow for aquatic life and wildlife movement;
4. The culverts shall be installed so as not to alter the stream profile upstream or downstream of the culverts;
5. The Division of Land Resources' Design Standards in Sensitive Watersheds (15A NCAC 04B .0124) must be adhered to
throughout the life of this project;
6. Live or fresh concrete shall not be allowed to come into contact with waters of the state until the concrete has hardened;
7. The use and presence of construction equipment in the channel must be minimized to the extent practical.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone Mike Parker in DWQ's Asheville Regional Office at 828-251-6208 or Cyndi Karoly at in Raleigh 919-733-
9721.
iSie r ely,
r evens
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office .
Asheville DWO Regional Office
Central Files
File Copy
Jennifer Robertson, 11 South College Ave., Suite 203, Newton, NC, 28658
010803
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
non 7 4700 /..1-......1 n,l 177 Coll /S—% L.N. 11/ n.. ....r.....•........../..........IC...-1../
Projects 01-0803 and 01-0804
Subject: Projects 01-0803 and 01-0804
Date: Tue, 29 Jan 2002 11:09:39 -0500
From: Mike Parker <[e-mail]>
Organization: NC DENR - Asheville Regional Office
To: Todd St John <[e-mail]>, Dave Penrose <[e-mail]>,
Kerry Becker <[e-mail]>
Todd, I've looked at these sites previously and we issued 401's for the
sites. I do not have any problem with them changing the names of who
actually constructs the crossings. Go ahead and issue the 401 (s).
Mike
Mike Parker - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Water Quality Section
59 Woodfin Place
Asheville, NC 28801
Tel: [phone]
Fax: [phone]
Mike Parker <[e-mail]>
NC DENR - Asheville Regional Office
Division of Water Quality - Water Quality Section
1 of 1 1/29/02 2:31 PM
r Triage Check
Date: 4 1 0Zi
?/s r/Iys .
To. ? ,
?RRO Steve Mitchell Project Name
?FRO Ken Averitte DWQ Project Number O rr?/?? CC
E]WaRO Deborah Sawyer Coun !
[]WiRO Joanne Steenhuis
VAR-0 Mike Parker
?MRO Pzfe Colwell
From: ?/? ?- p
- ` - Telephone (919) 733- % L1 0
The file attached is being forwarded to you for your evaluation. Please call if you need
assistance.
? Stream length impacted
? Stream determination
Q Wetland determination and distance to blue-line surface waters on USGW topo maps
? Minimisation/avoidance issues
? Buffer Rules (Neuse, Tar-Pamilco, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and oc wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings? -
? Cumulative impact concerns _
- = r t _ ??"
.-Comments
?.. ?..? ?•? fem. ?'?s?-"'?,. ?= ?:? ? t. -t ?, ??y?'_ .-?"?„S_ ?'
s

0? W AT ?RQG Michael F. Easley
Governor
F William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
July 13, 2001
DWQ# 01-0803
Transylvania County
Denval B. Hamby
7414 th Street
Atlanta, GA, 30309
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Price:
You have our approval, in accordance with the attached conditions, to place fill in 130 linear feet of Bear Wallow Creek in order to
construct two road crossings associated with the Bear Wallow Springs development in Transylvania County, as described in your
application received by the Division of Water Quality on May 30, 2001. After reviewing your application, we have determined that this fill
is covered by General Water Quality Certification Number 3289, which can be viewed on our web site at
http://h2o.enr.state.nc.us/ncwetiands. This Certification allows you to use Nationwide Permit Number 14 when it is issued by the U.S.
Army 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 404 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. If you change your project, you must
notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner
must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification. as well as the additional conditions
listed below:
1. Instream work is prohibited during trout spawning season;
2. Stormwater from the roads shall be directed to buffer areas or retention basins and shall not be routed directly to streams;
3. The culverts shall be installed to allow for aquatic life and wildlife movement;
4. The culverts shall be installed so as not to alter the stream profile upstream or downstream of the culverts;
5. The Division of Land Resources' Design Standards in Sensitive Watersheds (15A NCAC 04B .0124) must be adhered to
throughout the life of this project;
6. Live or fresh concrete shall not be allowed to come into contact with waters of the state until the concrete has hardened;
7. The use and presence of construction equipment in the channel must be minimized to the extent practical.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone Mike Parker in DWQ's Asheville Regional Office at 828-251-6208 or Cyndi Karoly at in Raleigh 919-733-
9721.
iSierely,
r evens
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Asheville DWQ Regional Office
Central Files
File-Copy _m..,.j
Jennifer Robertson, 11 South College Ave., Suite 203, Newton, NC, 28658
010803
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
non loo .-oc i..4.--- % - won -on ra...., -.rn..n,. _..-...........,. .... r.,.,.....a.,...+-r
MEMORANDUM
TO: John Dorney Regional Contact: _Michael R. Parker
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Bear Wallow Springs do Denval Hamby County, Transylvania
Project Number 01 0803 County2
Recvd From APP Region Asheville
Received Date 5130101 Recvd By Region
Project Type development
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim: Supp. Basin Req. Req. am
F14 Stream 77- N F__ 4-7-(1) F C FTR 31,302. F_ F_ 130.00 I F_
('""
I -F-O YO N F^(- I F F__ F_ I (' -? I F_.
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y a N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) 350655 Longitude (ddmmss) 825759
Comments:
Bear Wallow Springs Develop proposes to construct two road crossings withih the development.
Area is tributary to HOW waters and is to be protected for HWO according to stream classification
1.Instream work during trouts awning season should be prohibited.
2 Stormwater from roads should be directed to buffer areas or retention basins and should not b
routed directly to streams.
3.The culverts for the project shall be installed to allow for fish and wildlife movement and hall be
installed so as not to alter the orginal stream rofil upstream and downstream of the culvert.
4.Sediment and erosion control devices should be required for HOW waters.
5_ Concrete should not be allowed to come into contact with water mtil the concrete has hardened
6.The presence of construction equipment in channel must be minimized.
cc: Regional Office
Central Office Page Number 1
Facility Name Bear Wallow Springs c% Denval Hamby County Transylvania -
Project Number 01 0803 Regional Contact: Michael R. Parker
Date:
Comments (continued from page 1):
7-Because VI the numerous streams within the IZpery, de , should be placed on a lots
tprevent future stream impacts
cc: Regional Office Page Number 2
Central Office
3 -0 2001
:•? Wetland and
. E? V TL NDS GOPP
V,nTE11 OUALITY SECTION
Natural Resource?_
Consultants, Inc.
f?':..rt•s•,
May 17, 2001
U.S. Army Corps of Engineers. N.C. Division of Water Quality
Asheville Regulatory Field Office 401 Wetlands Unit "
Attn: Mr. Steve-Chapin' Attn: Mr. John Dorney
151 Patton Avenue, Room 208 1650 Mail Service Center
Asheville, North Carolina. 28801-5006 Raleigh, North Carolina 27699-1650
Re: Bear Wallow Springs (+/- 365 acres)
Nationwide Permit 14 Application
Lake Toxaway, Transylvania County, North Carolina
- n 1 0803
p ey:
Dear Mr. Cha in and Mr. Dorn
The purpose. of this letter is to request authorization for proposed impacts to
Jurisdictional Waters of the U.S on -the" Bear Wallow Spdngs`,Development, site in
Transylvania County, North Carolina. The.wetlands have been surveyed and are
shown on the attached maps. `
The.project requests channel impacts to approximately 130 linear feet of
jurisdictional channels for the proposed construction and installation of two road
crossings to access the development. These stream impacts are on two separate '
channels (Bearwallow Creek and an unnamed tributary to Bearwallow Creek). This
road will serve as an access road for the development from NC Hwy 64. Bear
Wallow Springs Development will be a gated community accessible only to the
residents of Bear Wallow Springs. Gates at the Main Entrance and at the intersection
with The Lake Toxaway Company's access road are shown on the attached Site Plan
Map.
C ?-'
-7
c
Mr. Hamby will own Bear Wallow Springs and The Lake Toxaway Company owns the ?

Learning Center and the access road to the Learning Center. There is a contractual o rn
?

agreement between Mr. Hamby and The Lake Toxaway Company that ownership will -
-i
be in place prior to construction. The closing date for Bear Wallow Springs is June
- 25, 2001. Mr. Hamby will own the remaining approximately 365 acres as of this
date: Responsibility of channel and wetland impacts will lie on the appropriate
Newton OFFoeperty owner. Waynesville Office
11 South College Ave, Suite 203 82 Poplar Street
PO Box 224 PO Box 553
Newton, NC 28658 Hazelwood, NC 28738
828-465-3035 828j-454-5033
828,-465j-3050 Fax 828 -454 & 5033 Fax
[e-mail] [e-mail]
Mitigation, Minimization and Avoidance
One full day was spent in the field with Mr. Brian Morris, the landscape architect, of
Scott R. Melrose & Associates, P.A. walking the road alignment to examine the
.possibility of shifting the road at all stream and wetland crossings to avoid impacts.
Areas labeled on the attached full size Site Plan Map as 3a and 4a were realigned to
avoid additional stream and linear wetland impacts.
The area. labeled as 3a is located where one of the original road alignments impacted .
a linear wetland adjacent to the channel This section of the road has been
realigned to avoid this area and is evident of the Site Plan Map. Avoidance Area 4a
is a location where one of the original road alignments called for the road to, go
straight as opposed to the current curved alignment. The new road alignment is
placed upslope of where the springhead for this channel is located, thus avoiding
channel impacts.
There are many areas in the stream system, within the project site that take on a
characteristic of loosing a surface water connection. Some of these areas are
indicated on the Site Plan Map., For this reason and due to the relatively high
placement of these crossings on the drainages, we feel that aquatic life, movement
will not be impeded with the installation of these two minor road crossings.
Additionally, the culverts will be 1 foot below the existing streambed elevation to "
further allow for the passage, of aquatic life movement.
There were also early discussions and plans to construct some smaller amenity
ponds. within Bearwallow Creek, and its unnamed tributaries. These plans have been
completely` abandoned now to avoid stream and wetland impacts.' Any amenity pond
will be constructed off-line. Additionally,. a thirty foot vegetated` buffer (estimated to
be 2 acres). will be left adjacent to both sides of all remaining channels on the project
site as a mitigative action.
We look forward to hearing from you. Please feel free to call with questions or for
additional information.
Best Regards,
Vn ifer obertson
[phone] - new mobile number
Attachments:
Agent Authorization (1)
Site Vicinity Maps (2)
Soil Survey Maps (2)
Permit Application Form (7)
Conceptual Master Plan (1)
Stream and Wetland Crossing Detail (3)
Data Forms (4)
Site Plan Map (Full Size)
'05/18/01 FRI 14:48 FAX [phone] DENNAL HAMB1 0001
11r eldand 9knd
Ha aura, I Resource
Consultants,, Inc.
Department of the Army
Wiimington Districi Corps of Engineers
Attn: G. Wayne "ht Chief Regulatory Division
PO Brix 11390
Wilmington, North Carolina, 2M-11390
-and-
NC ONWon of Water Quality
Attn. John Dorney
4401 Reedy Creek Dive
Raleigh, North Carolina,. 27614
I, the future landowner of the property lde tilled below, hereby auti~orize wedand and
Natural Rewurce Consultants, Inc. to apt on my behalf as my agwt during the
processing of permits to impact Wetlands and Waters of the US that are regulated by
the Clean Water Act and the Pavers and Harbors Act
Federal and State agents are authorized to be on said proper when accompanied by
Wetland and Natural Resource Consultants, Inc. staff.
Wetland and Naasral Resource Consultants, Inc. is authorized to provide supplemental.
information needed for permit processing at the request of the corps or t9WQ.
Property Owner. of Record:
Address: S#r eak
Addrm: a4"Q- 4a3Q
Address:,s?C? r,r,[ QA
Phone Number: _X04 - Le fu$ - 9943
Property Location:
Owners Signature:
Date: l n,n t
Newnan 0*0
I I South Col6ge Ave. Sulle 203
PO Box 224
K6-ton, NC 28658
• 878+CdS-3tJ35
828-466-63050 Fox
wrvinc ??ool.com
wayy?I'rille Of a
$2 Povior Street
PO Box 5S3
Hazelwood, NC 28736
828+454 4,5033
829+454.5033 Fox
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Name: REID Location: 035'06'55.0" N 082° 57' 54.8" W
Date: 5/23/101 Caption: Bear Wallow Springs
Scale: 1 inch equals 2000 feet Lake Toxaway, INC
WNR, Inc. Job # SMG-1002
Copyright (C) 1997, Maptech, Inc.

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Caption: Bear Wallow Springs
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1
Office Use Only: Form Version April
2001 p
USACE Action ID No. DWQ No. 010803
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving
the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit 14
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 (see section VIII - Mitigation), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name: Mr. Denval B. Hamby
Mailing Address: 74 14`h Street
Suite 4230
Atlanta, Georgia 30309
Telephone Number: 404-685-9043 Fax Number: 404-685-9572
E-mail Address:
2. Agent 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:
Company Affiliation: Wetland and Natural Resource Consultants, Inc.
Mailing Address: P.O. Box 553
82 Poplar Street
Hazelwood, North Carolina 28738
Telephone/Fax Number: 828-454-5033 Mobile Number: 828-712-9205
E-mail Address: wnrinc(a,aol.com
Pagel of 7
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as
towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development
plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and
north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be
included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map
and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be
included at the applicant's discretion, so long as the property is clearly defined. For administrative and
distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-
inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a
small scale such that the final version is illegible, the applicant will be informed that the project has been
placed on hold until decipherable maps are provided.
1. Name of project: Bear Wallow Springs Development
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 01034
4. Location
County: Trans IY vania Nearest Town: Lake Toxaway
Subdivision name (include phase/lot number): Bear Wallow Springs
Directions to site (include road numbers, landmarks, etc.): Hwy 64 to Lake Toxaway, Site
Approximately 1 Mile Past Lake Toxaway on Right Side of Road. See Attached USGS Top2guad.
5. Site coordinates, if available (UTM or Lat/Long): 035 06' 55.0" N 082 57' 54.8" 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.)
Describe the existing land use or condition of the site at the time of this application: Forested,
Historically Logged
6. Property size (acres): Approximately 365 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Bearwallow Creek
8. River Basin: Savannah River Basin
Describe the purpose of the proposed work: Access to High Ground Road Construction
List the type of equipment to be used to construct the project: Typical Equipment Used for the
Construction and Installation of Roads
Describe the land use in the vicinity of this project: Residential, Commercial, Forested
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 usefil
Page 2 of 7
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. n/a
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the anticipated
work, and provide justification for the exclusion of this work from the current application: No
Additional Work is Anticipated on This Tract at This Time.
VI. Proposed Impacts to Waters of the United StateslWaters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands,
open water, and stream channels associated with the project. The applicant must also provide justification
for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed
herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all
streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are
proposed to these systems. Wetland and stream evaluation and delineation forms should be included as
appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly
for wetland or stream 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. Wetland Impacts
Wetland Impact
Site Number
(indicate on
map)
Type of
Impact*
Area of

acres)
(acres) Located within
100-year
Floodplain**
(yes/no) Distance to
Nearest
Stream (linear
feet)
***
Type of Wetland

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to:
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list
impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood
Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the
FEMA Map Service Center at 1-800-358-9616, or online at hq://www.fema.gov.
***List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested
wetland, beaver pond, Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 1.5 Acres (Includes Streams)
Total area of wetland impact proposed: 0.01 Acres (Stream Crossings Below)
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Type of Length of **
F Stream Name Average Perennial or
Site Number Impact* Impact
Width of
Intermittent?
Page 3 of 7
(indicate on
ma (linear
feet) Stream Before
Impact (please specify)
Road Crossing 1 Pipe in Stream 65 if Bearwallow Creek 6 feet Perennial
Road Crossing 2 Pipe in Stream 65 if UT to Bearwallow 4 feet Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts
and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include
linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions,
etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the
linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps., If a stream has no name, list as UT (unnamed
tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the
USGS at 1-800-358-9616, or online at www.usgs.gov. Several internet sites also allow direct download and
printing of USGS maps (e.g., www.topozone.com, www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 130 linear feet on separate
streams (65 linear feet per stream)
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water
of the U.S.
Open Water
Impact
Site Number
(indicate on map)
*
Type of Impact* Area of

Impact
(acres)
Name of Waterbody
(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.
4. 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): N uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down
valve or spillway, etc.): n/a
Page 4 of 7
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local
stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and financial
viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and
explain why these design options were not feasible. Also discuss how impacts were minimized once the
desired site plan was developed. If applicable, discuss construction techniques to be followed during
construction to reduce impacts.
See Permit Cover Letter
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/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide as much
information as possible, including, but not limited to: site location (attach directions and/or map, if
offsite), affected stream and river basin, type and amount (acreagellinear feet) of mitigation proposed
(restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed
restrictions, conservation easement, etc.), and a description of the current site conditions and proposed
method of construction. Please attach a separate sheet if more space is needed.
n/a
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program
(NCWRP) with the NCWRP's written agreement. Check the box indicating that you would like to
pay into the NCWRP. Please note that payment into the NCWRP must be reviewed and approved
before it can be used to satisfy mitigation requirements. Applicants will be notified early in the
review process by the 401/Wetlands Unit if payment into the NCWRP is available as an option. For
additional information regarding the application process for the NCWRP, check the NCWRP website
at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please check the
appropriate box on page three and provide the following information:
Amount of stream mitigation requested (linear feet):
Page 5 of 7
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres): _
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the requirements of
the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure
whether a NEPA/SEPA document is required, call the SEPA coordinator at [phone] to review
current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of
the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
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
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of
Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment
into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within
15A NCAC 2B .0242 or .0260.:
XI. Stormwater (DWQ Only)
Page 6 of 7
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: Impervious Surface Less Than 30%, See Master Conceptual Plan for Lot Sizes
X11. Sewage Disposal (DWO Only)
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: Private Sewer Systems
XIII. Violations (DWO Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) 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):
Appftant/Agetfs Signature Late
(Age is signature is valid only if an authorization letter from the applicant is provided.)
Page 7 of 7

BEAR WALLOW SPRINGS
AT
LAKE TOXAWAY
% - - - 3 White Oak Road
?•; Camp 14 Arden, North Carolina 28704
Phone [phone]
?• 66 34-AC / i Cc'1ITlp 13 ! Fax[phone]
102 AC
'
V
Camp l l
P.
Ac
i _ - ? ?,.?.•?..•• ? amp ' 12 ? .` ?,.= ? _ ?
,..••? t 13.11 Ac
! WATERFALL
:,Cam p PICNIC PAVILION
11.59 Ac imp 10
SCENIC OVERLOOK Cam 8" 10.09 Ac
• PAVILION P GREENWAY/OPEN SPACE
r` 10.98 Ac (25.74 ACRES)
2+ MILES OF TRAILS
1 i - t INTERPRETIVE AREAS
Camp T Lot 8 \ '1 FITNESS AREAS
7.62 Ac 1 r
•??? 10'33 Ac ;
( Camp 6 GOLF LOT DRIVE
CAMPS(16) `. 18 FF. ti 1aTt t
10,56 Ac ( i Lot 9 I
tl f !' i4.64Ac,
• 10+ ACRES EACH
Camp 5 i %1 of 7 , , = ? Lot 10? GOLF' & GREENWAY
i 11.07 Ac 3.33 Ac 4.64 Ac` ; LOTS (14)
Lots
Lot 2 AC. - 8 AC. EACf1
5 \x.96 Ac
4.77 Ac 'A
ACCESS ROAD
• 121'1'. wIDTII Lot 11 i i ENTRANCE
2.41 Ac _
! Camp 4 !! Camp T ?? 1 !) GATE
11.70 Ac f ?I0.56 Aci, Lota ? - 7
/ . t :3.50 A Lot
/
•i• 1 . 269 Ace/ Lot 13 ) l ?.
/ / 283 Ac ??.
?• ` / ?'
Lot 3
2.07 Ac
jCamp 2 t r Lot 2 ` Lot 14 1 l
4.44 Ac ,.
13.22 Ac 1 • 2.27 Ac
? Camp; 3
22.36 Lot 1 v s?
'214 Ac
GOLF LEARNING
CENTER -- ;
3.72 Ac
• LONG GAME AREA 4
• SHORT GAME AREA
• SAND SHOTS _ t a - !
• GOLF LEARNING CENTER - - ? i
• PRO SI lop
N
W ?• . <?
?• E
S
ENTRANCE GATE
Goo' 1200' 2400'
SCALE: 1•• GW MAY 08, 2001
CLUBHOUSE FACILITY -'
• FITNESS CENTER
• INDOOR/OUTDOOR GATIIERING AREAS
• KITCHEN AREA
• REST ROOM FACILITIES
This Plan illustrates a general plan which is subject to future change
and revisions. Dimensions, boundaries, and position locations are for
illustrative purposes only and are not intended to be exact.
Copyright 0 2001, Scott IL Melrose & Associates, P.A.
FNISNED GRADE ?ASPWALT
l- FNLS44ED GRADE
DRY STACKED STONE HEADWALL,
STONE TYPE AND SIZE TO BE
SELECTED BY OWNER
PROPOSED PIPE OUTLET SEE
GRADING PLAN
FLOW
FLOW
EXISTING STREAM BED
INVERT OF CILVERT TO BE 1'-0'
NOTES. BELOW EXISTING STREAM BED
L ALL STREAM CROSSINGS SHALL NAVE AN IS' SLLGP OVERFLOW PIPE IMMEDIATELY UPSTREAM ELEVATION AND SFIALL MATCH
OF THE MAIN PIPE. OVERFLOW PIPE SHALL BE N FLOODPLANE ABOVE BANK FULL SLOPE OF EXISTING STREAM
?.ELEVATION OF STREAM.
THERE SHALL BE A MIN. OF 2' VERTICAL DISTANCE BETWEEN THE NVERT OF THE MAIN PIPE
'LAND THE INVERT OF THE OVERFLOW PIPE.
THERE 614ALL BE A MIN. OF 2' COVER OVER ALL PIPES UNDER ROADWAY.
STREAM GROSSING= WITH HEADWALL
WETS.
BEAR WALLOW SPRINGS
STREAM Scott R Melrose & Associates, P.A.
CROSSING TRANSYLVANIA COUNTY tandxaPe Archltecturc
LAKE TOXAWAY, NOKMCAROLINA Land PlanntnIg
DETAIL EnvMUnmental Tkagn
DATE : MAY 15, 2001 SCALE : NTS 3 White Oak Road
Arden, North Carohoa 28704
REVISIONS: Phone [phone] Fax?168¢5156
STREAM CROSSINCs AT CULVERT 13
51 LF OF 96"xbl" ALUMINIZED STEEL '
PIPE-ARCH 1 1.6% ?
% INV. IN: 31018
INv. OUT: 31010

18'-Oy?RFLOW PIPE. \ I '
I\ HEADWALL, Tl'P ! j
/CENTER OF STREAM- :I I ? I
I
/ / :TOP OF BANK ____' : I
30' UNDISTURBED VEGETATIVE BUFFER
BEAR WALLOW SPRINGS
PLAN V IEW OF Scott R Meirose & Associates, P.A.
STREAM CROSSING TRANSYLVANIA COUNTY Landscape Archmscmro
LAKE TOXA WAY, NORTH CAROLINA 1 EnvirLand onmental Planning Design DATE ; MAY I5, 2001 SALE 1"=20-T 3 White Oak Road
Arden, North Carolina 28709
REVISIONS: Ph_ (828) 6845155 Fax BM 689-5156
i
SC ALE : 1f20'-0" j
--0- - - 20- - 40' -
SCALE : 1"--20'-:0
"- - -
IS" OVERFL
STREAM CROSSINCs AT CULVERT- I°,
\ HEADWALL, TYP.
\ \ /
DENTE F STREAM ?/ ' %/

i
-

BEAR WALLOW SPRINGS
1 E W OF Scott R Melrose & Associates, P-4-
CROSSING TRANSYLVANIACCUNTY tawLcepeAmhitaaue
PL
LAKE TOXAWAY, NORTH CAROLINA EnvLa m'f
2 SCALE 1'=20'-T 3 White Oak Raid
DATE: MAY 15, 2001 Arden, North Cool= 28704
REVISIONS: Phone[phone] Fax EM684-5156
Delineation Performed by: Wetland and Naturat Resource Consultants, Inc.
Post Office Box 553
Hazelwood, NC 28738
Phone/Fax: [phone] Mobile: [phone]
WETLAND DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Bear Wallow Springs Date: 4/01
Applicant/Owner. Denval Hamby County: Transylvania County
Investigator: Jennifer Robertson (Jon Calabria Previously) State: North Carolina
Do normal circumstances exist on the site? Yes Community ID: Wetland
Is the site significantly disturbed? No Transit ID: Wetland
(Atypical situation)
Is the area a potential problem area? No Plot ID: Wetland
(If needed, explain on reverse.)
VEGETATION
1. Juncus spp. grass FACW+ 9. Salix sericea tree OBL
2. Carex spp. grass FACW+ 10. Saururus cemuus herb OBL
3. Boehmeria cylindrica herb FACW+ 11. E. maculatus herb FACW-
4. Impatiens capensis herb FACW 12. Anus serrulata shrub FACW+
5. Solidago spp. herb FACW 13.
6. Acer rubrum tree FAC 14.
7. Comus amomum shrub FACW+ 15.
8. S. canadensis shrub FACW- 16.
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 85 %
Remarks:
HYDROLOGY
Recorded Data (describe in remarks)
X_ Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available
Field Observations:
Depth of Surface Water: _0 to 2_ (in.)
Depth to Free Water in Pit: _0 to 10_ (in.)
Depth to Saturated Soil: _0 to 5_ (in.)
Wetland Hydrology Indicators:
Primary Indicators:
X Inundated
X Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
X Drainage Patterns in Wetlands
Secondar y Indicators: (2 or more required)
X Oxidized Root Channels in
Upper 12 Inches
X Water-Stained Leaves
Local Soil Survey Data
X FAC Neutral Test
Other (explain in remarks)
Remarks: Wetlands associated with channels and groundwater seeps.
WLdata.frmSMG-1002
SOILS
Map Unit Name
(Series and Phase): Toxaway Undifferentiated
Taxonomy (Subgroup): Cumulic Humaquepts
Project # SMG-1002
Drainage Class: very poorly drained
Field Observations:
Confirm Mapped Type? Transylvania
County Soil Survey and Field Confirmed
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture. Concretions,
(ins.) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
0-10 Ap 10YR 3/1 silt loam
10-30 A12 2.5Y 3/2 silt loam
30-39 Bg 2.5Y 3/2 silty clay loam
Hvdric Soil Indicators:
Histosol X Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soil
X Sulfdic 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 associated with channel features and groundwater seeps.
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:
Wl-data.frmSMG-1002
Delineation Performed by: Wetland and Natural Resource Consultants, Inc.
Post Office Box 553
Hazelwood, NC 28738
Phone/Fax: [phone] Mobile: [phone]
WETLAND DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Bear Wallow Springs Date: 4/01
Applicant/Owner: Mr. Denval Hamby County: Transylvania County
Investigator. Jennifer Robertson (Jon Calabria Previously) State: North Carolina
Do normal circumstances exist on the site? Yes Community ID: Channels
Is the site significantly disturbed? No
(Atypical situation) Transit ID: Channels
Is the area a potential problem area? No Plot ID: Channels
(If needed, explain on reverse.)
VEGETATION
1. 9.
2. 10.
3. 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 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 - 12 (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 Widths. Bearwall ow Creek and unnamed tributaries to Bearwallow Creek.
WLdata.frmSMG-1002

Project # SMG-1002
SOILS
Map Unit Name
(Series and Phase): Tate fine sandy loam Drainage Class: well drained
Field Observations:
Taxonomy (Subgroup): Typic Hapludults Confirm Mapped Type? Transylvania
County Soil Survey and Field Confirmed
Profile Description:
Depth Matrix Color
(ins. Horizon (Munsell Moist)
0-6 Ap 10YR 4/2
6-18 B21 t 10YR 5/8
18-30 622t 10YR 6/8
Mottle Colors Mottle
(Munsell Moist) Abundance/Contrast
Texture. Concretions,
Structure etc.
fine sandy loam
fine sandy clay loam
clay 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
XAquic 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: Bottom of Unnamed Tributaries to/and Bearwallow Creek; both perennial and intermittent
features.
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:
WLdata.frmSMG-1002
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
I^
Denval B. Hamby
74 14th Street
Atlanta, GA, 30309
APPROVAL of 401 Water Ouality Certification with Additional Conditions
Dear Mr. Price:
July 13, 2001
DWQ# 01-0803
9Xkhauia.Pounty
You have our approval, in accordance with the attached conditions, to place fill in 130 linear feet of Bear Wallow Creek in order to
construct two road crossings associated with the Bear Wallow Springs development in Transylvania County, as described in your
application received by the Division of Water Quality on May 30, 2001. After reviewing your application, we have determined that this fill
is covered by General Water Quality Certification Number 3289, which can be viewed on our web site at
http://h2o.enr.state.nc.us/ncwetlands. This Certification allows you to use Nationwide Permit Number 14 when it is issued by the U.S.
Army 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 404 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. If you change your project, you must
notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner
must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification. as well as the additional conditions
listed below:
1. Instream work is prohibited during trout spawning season;
2. Stormwater from the roads shall be directed to buffer areas or retention basins and shall not be routed directly to streams;
3. The culverts shall be installed to allow for aquatic life and wildlife movement;
4. The culverts shall be installed so as not to alter the stream profile upstream or downstream of the culverts;
5. The Division of Land Resources' Design Standards in Sensitive Watersheds (15A NCAC 04B.0124) must be adhered to
throughout the life of this project;
6. Live or fresh concrete shall not be allowed to come into contact with waters of the state until the concrete has hardened;
7. The use and presence of construction equipment in the channel must be minimized to the extent practical.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone Mike Parker in DWQ's Asheville Regional Office at 828-251-6208 or Cyndi Karoly at in Raleigh 919-733-
9721.
iSi erely,
r evens
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Asheville DWO Regional Office
Central Files
File Copy
Jennifer Robertson, 11 South College Ave., Suite 203, Newton, NC, 28658
010803
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
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