20050891 Ver 1_Complete File_20050523

6 r
Michael F. Easley, Governor
W
G. Ross Jr., Secretary
illiam Carolina Department of Environment?and Natural Resources
Alan W. Klimek. P.E. Director
Division of Water Quality
June 29, 2005
DWQ Project # 05-0891
Madison County
Robert McLendon
100 Athletic Street
Mars Hill College
Mars Hill, NC 28754
Subject Property:
Mars Hill College Athletic Fields
Banjo Branch
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. McLendon:
You have our approval, in accordance with the attached conditions and those listed
below, to place fill within or otherwise impact 657 linear feet of streams for the purpose
of stabilization at the subject property, as described within your application received by
the N.C. Division of Water Quality (DWQ) on May 23, 2005. After reviewing your
application, we have decided that the impacts are covered by General Water Quality
Certification Number(s) 3399 (GC3399). The Certification (s) allows you to use
Nationwide Permit(s) 13 when issued by the US Army Corps of Engineers (USACE). In
addition, you should obtain or otherwise comply with any other required federal, state or
local permits before you go ahead with your project including (but not limited to) Erosion
and Sediment Control, Non-discharge, and stormwater regulations. Also, this
approval to proceed with your proposed impacts or to conduct impacts to waters
as depicted in your application shall expire upon expiration of the 404 or CAMA
Permit.
This approval is for the purpose and portions of the design (but not all of the design)
that you described in your application. If you change your project beyond this approval,
you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a' copy of this Certification and approval
letter and is thereby responsible for complying with all conditions. If total fills for this
project (now or in the future) exceed one acre of wetland or 150 linear feet of stream,
compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h).
This approval requires you to follow the conditions listed in the attached certification and
any additional conditions listed below.
The Additional Conditions of the Certification are:
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet httpl/h2o enr state nc uc/ncwetlands
NorthCarol ina
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
--a LIM %_U11GSC
Page 2 of 6
June 29, 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
Stream 457 linear feet Gabions
Stream 200 (linear feet) Bioen ineerin
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.
iviula nui t-ouege
Page 3 of 6
June 29, 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. If this is not
possible, it may be necessary to provide stormwater facilities that are considered
to remove nitrogen. This may require additional approval from this Office.
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).
8. Buffer Replanting
Replanting of vegetation within disturbed areas located within 25 feet of the
stream, or as much as practicable, immediately following construction. All
replanting must comply with The Guidelines for Riparian Buffer Restoration
(see attached).
9. 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.
I- %-VLLU8U
Page 4 of 6
June 29, 2005
10. No Impacts Beyond those in Application
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.
11. No Sediment and Erosion Control Measures in Wetlands
Sediment and erosion control measures shall not be placed in wetlands or waters
to the maximum extent practicable. If placement of sediment and erosion control
devices in wetlands and waters is unavoidable, they shall be removed and the
natural grade restored within six months of the date that the Division of Land
Resources or locally delegated program has released the project.
12. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the
Division of Land Resources (DLR) or a DLR delegated local erosion and
sedimentation control program, an NPDES General stormwater permit
(NCG010000) administered by DWQ is automatically issued to the project. This
General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is
covered by this permit (applicable to construction projects that disturb one (1) or
more acres], full compliance with permit conditions including the sedimentation
control plan, self-monitoring, record keeping and reporting requirements are
required. A copy of this permit and monitoring report forms may be found at
http:Ah2o.enr.state.nc.us/su/Forms Documents.htm.
13. 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.
14. Standard Condition for Stream and Wetland Projects Approved Under GC 3399
Based on the information provided this Office considers that all of the conditions
of General Certification (GC) No. 3353 have been met and that no additional
written approval is required in order to construct the above project. If the project
Paae 5 of 6
June 29, 2005
design changes or if the project is not constructed according to the design, then
the approval is no longer valid and the plans must be resubmitted per GC 3353.
This project shall not be used for compensatory mitigation credit in the future.
The Division of Water Quality (DWQ) is a participant in the Mitigation Banking
Review Team (MBRT) established by the U.S. Army Corps of Engineers. DWQ's
approval of a Mitigation Banking Instrument shall be the sole approval for
compensatory mitigation banking credit for the State as long as proper 401 Water
Quality Certification approvals have been obtained. Please be advised that the
additional information may require that the project be redesigned and/or that the
project not be used for compensatory mitigation credit.
15. Construction Plans
Any final construction plans for this project must include or reference the
application and plans approved by the DWQ under this authorization letter and
certification.
16. Final Construction Drawings
Two copies of the final construction drawings shall be furnished to NCDWQ prior
to the pre-construction meeting. Written verification shall be provided that the
final construction drawings comply with the attached permit.
17. Gabion Basket Placement
All gabion baskets shall be placed outside the normal flow of the channel.
Additionally, no baskets shall be used above the bank-full level of the stream. At
the bank-full level, backfill shall be placed and sloped away from the stream, and
vegetated, as much as possible, to provide for velocity dissipating area for bank-
full events.
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.
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
Page 6 of 6
June 29, 2005
Central Office in Raleigh at 919-733-9721 or Kevin Barnett in the DWQ Asheville
Regional Office at either Kevin. BarnettCDncmail.net or at 828-296-4657.
Sincerely,
Alan W. Klimek, P.E.
AW K1khb
Enclosures: GC 3399
Certificate of Completion
Guidelines for Riparian Buffer Restoration
cc: Dennis H. Hunter
Orion Environmental Solutions, Inc.
2971 Hodges Landing Drive
Knoxville, TN 37920-8131
USACE Asheville Regulatory Field Office
DWQ Asheville Regional Office
DLR Asheville Regional Office
File Copy
Central Files
Filename: 05-0891. MarsHillCollege.Approval
Details' Detalls2 J Permits and Certs Cross Refs ? Impacts 1 Mitigations Fees Affiliations Event i Inspections Comments History
Project Numbev 20050891 Version: 1 Status: Received Last ActionDesc: Application sent to Region
Project Name: Mars Hill College: Banjo Branch Streambank Stab Project Type: Bank Stabilization & Shoreline Sty PrimaryCounty Madison
'Type 'Number Statutory Datej Issued Date Comments
General 1401 General GC0003495 0612212005 0612912005 ssue- -- -------- -- --
- slued- ARO - KHB
1404 Natiomwitle NW73
i
Individual 'Type 'Number Statutory Date' Issued Date
i
I
Buffer
<Back Close
Ready SID: WPPC
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Mars Hill College: Banjo Branch streambank
Project Number 05 0891
Recvd From APP
Received Date 5123105 Recvd By Region
Project Type Streambank stabilization
County Nladison
County2
Region Asheville
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
NW13 Stream O Y O N [__6-96-12-1 F-c- r__ 40,30-i. 1__ 657.00
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue O Issue/Coed O Deny
Provided by Region: Latitude (ddmmss) 385028 Longitude (ddmmss) 823125
Comments:
cc: Regional Office
Central Office Page Number 1
SENDING CONFIRMATION
DATE JUN-20-2005 MON 07:41
NAME D;IQ-WETLANDS
TEL [phone]

PHONE : [phone]
PAGES : 1414
START TIME : JUN-20 07:35
ELAPSED THE : 05'4211
MODE : G3
RESULTS : OK
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Division of Water Quality
Department of Environmental and Natural IRcsuurcc?
401 thersight/Exprem, Per7nit, Program Developnleut and
Transportation Permitting Units
Strtd Address; -321 C:ai;ln Aode.,A,d. Suitc'_50
R.dr;?n, NC 11604-.-60
Mailing Adders: IOU N" Service Centrr
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05-0891
Subject: 05-0891
Prom: Kevin Barnett <[e-mail]>
Date: Mon, 20 Jun 2005 08:39:57 -0400
To: Ian McMillan <[e-mail]>, Cyndi Karoly <[e-mail]>
CC: "rohger edwards"@ncmail.net
I am starting to get phone calls about this project, but have yet to see an
application.
Could you send (fax me) an copy of the application?
Thanks,
Kevin
Kevin Barnett - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Water Quality Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Kevin Barnett <[e-mail]>
NC DENR - Asheville Regional Office
Division of Water Quality - Water Quality Section
I of 1 6/20/2005 8:,'
?0? WATE9Q Michael R Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
p Y Alan W. Klimek, P.E. Director
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Permit, Program Development and
Transportation Permitting Units
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #:
Fax #:
Fax To:
Company: 4, b
Number of pages including cover sheet:
i?
Notes or special instructions: t
1
401 Oversight/Express 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:/fh2o.enr.state.nc.us/ncwetlands
919-733-1786
919-733-6893
• (Q' C
Fax #: v `
-2

N6f Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/l0% Post Consumer Paper
R@ROWR
Office Use Only:
MAY 2 3 2005
USACE Action ID No. DENR -
,.4.= A,eS A
(If any particular item is not applicable to this proje
I.
Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit ?
? Section 10 Permit ?
X 401 Water Quality Certification

Form Version May 2002
460891
Applicable" or "N/A".)
L Eic 0"FY
Riparian or Watershed Buffer Rules
Isolated Wetland Permit from DWQ
2. Nationwide, Regional or General Permit Number(s) Requested: 1
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: ?
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Robert McLendon
Mailing Address: 100 Athletic Street, Mars Hill College, Mars Hill, NC 28754
Telephone Number: 828/689-1159 Fax Number: 828/689-1478
E-mail Address: RMCLENDONnmhc.edu
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: Dennis H. Hunter
Company Affiliation: Orion Environmental Solutions, Inc.
Mailing Address:2971 Hodges Landing Drive
Knoxville, TN 37920-8132
Telephone Number: 865/577-7124 Fax Number: 865/577-0774
E-mail Address: dhhknx(aa-)iuno.com
Page 1 of 10
III. Project Information
2.
3
4
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: Mars Hill College Athletic Fields
T.I.P. Project Number or State Project Number (NCDOT Only):
Property Identification Number (Tax PIN): 9747-731-8756
Location
County: Madison County Nearest Town: Mars Hill
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Asheville, take Hwy
Hwy 213 to Mars Hill College. Turn left on Athletic Street to the football field. Banjo
Branch dissects the athletic fields (football and baseball/tennis).
5. Site coordinates, if available (UTM or Lat/Long): 38.84102 N/ 82.52351 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): -9.8 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Banjo Branch
8. River Basin: French Broad
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The subject site is on the Mars Hill College campus. The
football and baseball fields and stadium/stands currently exist and used by the college
athletic programs. Mars Hill College plans to enhance the seating capacity and support
facilities for the football and baseball fields along Banjo Branch, which dissects the two
Page 2 of 10
athletic fields This stream was initially altered/channelized when the athletic fields were
constructed in the 1960s. The stream is deeply incised and portions of the stream banks of
Banjo Branch are eroded in the area of the athletic fields particularly the north stream bank.
Banjo Branch is classified as a Class C stream (not a trout stream) according to the NC
Wildlife Resources Commission. Banio Branch flows to Gabriel's Creek.
10. Describe the overall project in detail, including the type of equipment to be used: The
segment of Banjo Branch that is planned for streambank stabilization is located between the
football and baseball athletic fields of Mars Hill College. The stabilization plan is to renair
failing areas of currently eroded and scoured streambank and protect the areas which have
good stable vegetation and bank repose. In order renovate the football and baseball
facilities the streambanks need to be stabilized prior to construction of the facilities. The
north bank in particular is nearly vertical and severely eroded. Gabion baskets will be used
to stabilize the nearly vertical eroded banks while minimizing impacted to the stream bed.
Gabions will allow for appropriate erosion control without further channelization than
currently exists. Work will be conducted from the north side of the creek, where there is able
room and clear access without having to remove vegetation. The south bank of the creek has
some erosion problems but it is felt that these can be mitigated once the runoff from the
track and football field has been corrected. The track will be removed. Slope stabilization
for the south bank will consist of stabilization matting with vegetation on the upper portions
of the bank where necessary. Photographs of current conditions and details of areas to be
stabilized and the methods to be used are yrovided in Banjo Branch Stream Bank
Stabilization Plan by French & Associates (April 2005).
The following equipment is planned for this construction: small backhoe large backhoe,
bobcat small dump truck mechanical tamping equipment, and miscellaneous hand tools.
The project is schedule to commence after permit approval for late June or July 2005 with a
construction duration of 8 to 12 weeks.
11. Explain the purpose of the proposed work: In order to enhance to supporting facilities of the
Meares Stadium (football) and baseball field along this creek, a firm, competent foundation
is necessary Prior to planned improvements to the athletic facilities the college must
stabilize the eroded portions of the banks of Banjo Branch in the area of the planned
development.
IV. Prior Projcct 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,
Page 3 of 10
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 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.
N/A
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: Gabion baskets will be
installed on the north streambank in locations where the erosion and scouring has resulted in
vertical walls Impacts include temporary exposure of streambank soils during construction.
Planned stabilization using_gabion baskets is 457 linear feet of streambank. The south side of
the creek has few erosion problems caused by runoff from the football field and track. Slone
erosion will be corrected when the track and curbing are removed and the football field
shifted south Bioengineering techniques of slope stabilization matting and vegetation will
be used on the upper portions south streambank where necessary. Severe rainfall events
could cause higher flows in Banjo Branch. Work schedules will take this into careful
consideration to place these areas in a stabilized condition prior to oncoming rainfall events
and delay streambank disturbance until appropriate weather conditions return for bank
stabilization.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(es/no Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A

Page 4 of 10

* List each impact separately and identity temporary impacts. impacts mciuue, uut ill c uuL 11111ucU w. 1L1"11WL1-U ..??. ?> s, ....b,
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 httn://wNvw.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: None known.
Total area of wetland impact proposed: N/A
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?
lease s cify)
1 Gabion baskets 457 Banjo Branch 5 - 10 ft Perennial
2 Bioengineering 200 Banjo Branch 5 - 10 ft Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associatea np-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.usas.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: 657 In
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A
Open Water Impact
Site Number
indicate on ma Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake' pand estuary' sound'
bay, ocean, etc.
N/A

Page 5 of 10
* 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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
The existinp, eroded scoured conditions of the near vertical north stream bank requires
stabilization and runoff control from the existint; track and football field on the south side of the
creek Adjoining areas occupied by existing athletic fields and planned enhancements for these
facilities limit the areas of bank stabilization for the severely eroded banks. As such, no stream
buffers or greemvays are possible Proposed streambank stabilization techniques and runoff
control will minimize erosion of the streambanks over the long term of the project and athletic
activities.
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
Page 6 of 10
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:/ih2o.enr.state.nc.us/ncwet]ands/strmgide.htm1.
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. 11
Banjo Branch is located in the French Broad River Basin. The project is located at the
football and baseball athletic fields of the Mars Hill College Campus in Mars Hill, Madison
County North Carolina Banjo Branch is classified as a Class C stream (not a trout stream)
according to the NC Wildlife Resources Commission. Banjo Branch flows to Gabriel's
Creek The north streambank is severely eroded and scoured in several areas. These eroded
areas require stabilization prior to enhancement of the existing athletic facilities.
Stabilization of the severely eroded banks is to be limited to 457 linear feet alone the stream
and limited to 4 to 5 feet in width alone the north bank. Impacts to the stream bed will be
limited to the base of the bank for installation of filter fabric and gabion baskets (see French
Associates' Banjo Branch Stream Bank Stabilization Plan, April 2005.
The south streambank has limited erosion problems associated with uncontrolled runoff from
the existing track curbing and football field. Runoff control will be established when the
existing track and curbing are removed the football field shifted further south, and
appropriate drainage system installed Impacts to the impacted southern streambank will be
limited to use of slope stabilization matting and vegetation plantings on the upper portions of
the bank No impacts to the stream bed are anticipated.
Construction will be sequential such that exposed streambank soils will be minimized. That
is construction activities will limit the amount of exposed soils by installing bank
stabilization structures/techniques immediately after soil disturbance in the affected area.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.ne.us/wrp/index.htm. If use of
Page 7 of 10
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No X
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No X 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 Multiplier Required
(square feet) Mitigation
Page 8 of 10
1 N/A 3
2 N/A 1.5
Total N/A
* 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 (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.
Existing impervious surface: 20,565 sq ft on 9.8 acres Impervious surfaces include walkways,
stadium concession stand existing buildings press boxes and dugouts. Two one-story block
buildings existing press boxes and dugouts will be removed.
Proposed impervious surface: 27,890 sq ft added minus 3,615 sq ft demo Iished/removed = net
increase of 24,275 sQ ft Total impervious surface -44,850 sq ft on 9.8 acres. Impervious
surfaces include: upgraded press boxes new visitor stands new ticket booths football entrance,
new concession stand new walkways Storm water controls will include silt fences and straw
bales around storm drain inlets and stream banks where appropriate to minimize silt and
sediment impact to the creek Construction particularly along the streambanks will be limited to
good weather conditions Construction personnel will be trained in storm water protection and
mitigation techniques Improve storm water drainage system is planned for the upgraded
football field.
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.
All wastewater discharge from the construction and development activities are routed to the
Mars Hill wastewater treatment plant
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
Page 9 of 10
Is this an after-the-fact permit application?
Yes ? No X
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).
Desired construction dates for streambank stabilization are during the summer months, when
fewer weather frontal systems occur and water levels of Banjo Branch are low, or at base level.
This summer time period normally has limited convectional storm events which are more easily
predicted Construction that exposes streambanks will be limited to that which can be stabilized
in a timely manner to minimize exposed soils
Page 10 of 10
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Triage Check Dist
Date: 5/24/05 Project Name: Stream Bank Stabilization-Mars Hill Coll.
DWQ#: 05-0891
County: Madison
Kevin Barnett, Asheville Regional Office
To:
60-day Processing Time: 5/23/05 to 7/21/05
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 (Neuse, 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!
C1??I2"®I`J
Environmental solutions, Inc.
May 19, 2005
Lori Dennison
North Carolina Division of Water Quality
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
Pre-Construction Notification
Stream Bank Stabilization
Mars Hill College, Mars Hill, NC
Orion Project 04211
Dear Ms. Dennison:
As Agent for Mars Hill College, Orion Environmental Solutions, Inc. (Orion) is providing you and the
North Carolina Division of Water Quality with seven copies of the Pre-Construction Notification for the
Stream Bank Stabilization Project associated with upgrades to the college's athletic fields and facilities.
Orion understands that the Pre-Construction Notification is required by the USACE for Section 404 of the
Clean Water Act and by the North Carolina Division of Water Quality (DWQ) for General 401 Water
Quality Certification. Accordingly, we have provided the DWQ with seven copies of the completed Pre-
Construction Notification for their review and distribution to other pertinent North Carolina agencies and
commissions. Photographs and site plans are provided with each Pre-Construction Notification.
Please note that Orion researched the availability of the Soil Survey for Madison County with the USDA
Natural Resource Conservation Service and was informed that the Soil Survey Map for Madison County
was not published to date.
If you have any questions or comments, please direct them to the undersigned. My contact points are
provided at the bottom of this letter. Thank you.
Very, truly,
Orio Environme oluti
Dennis H. Hunter, Ph.D., R.E.A.
Certified Professional Environmental Auditor
Registered Environmental Assessor, California
cc R. McLendon - Mars Hill College w/o enclosures
R. Newton - USACE w/o enclosures
J. Oakes - Lawler Wood w/o enclosures
Enclosures Agent Authorization Letter
Prc-Construction Notification
Application Fee
D
MAY 2 3 ?00.5
LENk - I;Vhp QUALITY
ETI. v° oS "JJ[) STCIR&NATER 8JW V1
2971 Ilodgcs Landing Drive Phone: [phone]
Knoxville, TN 37920-8132 Fax: [phone]
Your Vision, Our Commitment a-mail: dhhLnxQuno.com
Office of Administration

MARS HILL COLLEGE
==
? Bob McLendon
?
r Vice-President for Administration
.
1856 P.O. Box 370
May 12, 2005 Mars Hill, NC 28754
t. 828.689.1159
f. 828.689.1105
[e-mail]
Dennis H. Hunter, Ph.D.
Orion Environmental Solutions
2971 Hodges Landing Drive
Knoxville, TN 37920-8132
Dear Dennis:
This letter is to serve as authorization for Dennis H. Hunter with Orion Environmental
Services to perform duties as an agent for Mars Hill College in regards to the stream bank
stabilization permitting process with the North Carolina Division of Water Quality and
The Army Corps of Engineers for Banjo Branch located on our campus in Mars Hill,
North Carolina. Should anyone have questions regarding this authorization, please call
me.
Sincerely,
Bob McLendon
Vice President for Administration & Marketing
Mars Hill College
[phone]
MARS 111LL COLLEGE
Mars Hill, NC
Nvww.mhc.edu
1-866-MI IC-t-YOU
R&ROWR
Office Use Only:
USACE Action ID No.
MAY 2 3 2005
DENR-
(If any particular item is not applicable to this project, pfease
I.
Processing
X 401 Water Quality Certification
Form Version May 2002
Applicable" or "N/A".)
1. Check all of the approval(s) requested for this project:
X Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
2. Nationwide, Regional or General Permit Number(s) Requested: 1
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: ?
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Robert McLendon
Mailing Address: 100 Athletic Street, Mars Hill College, Mars Hill, NC 28754
Telephone Number: 828/689-1159 Fax Number: 828/689-1478
E-mail Address: RMCLENDONCa?mhc.edu
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: Dennis H. Hunter
Company Affiliation: Orion Environmental Solutions, Inc.
Mailing Address:2971 Hodges Landing Drive
Knoxville, TN 37920-8132
Telephone Number: 865/577-7124 Fax Number: 865/577-0774
E-mail Address: dhhknxniuno.com
Page 1 of 10
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: Mars Hill College Athletic Fields
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 9747-73-8756,
4. Location
County: Madison County Nearest Town: Mars Hill
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Asheville, take Hwy 19 to
Hwy 213 to Mars Hill College. Turn left on Athletic Street to the football field. Banjo
Branch dissects the athletic fields (football and baseball/tennis).
5. Site coordinates, if available (UTM or Lat/Long): 38.84102 N/ 82.52351 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): -9.8 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Banjo Branch
8. River Basin: French Broad
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httn://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The subject site is on the Mars Hill College campus. The
football and baseball fields and stadium/stands currently exist and used by the college
athletic programs. Mars Hill College plans to enhance the seating capacity and support
facilities for the football and baseball fields along Banjo Branch, which dissects the two
Page 2 of 10
athletic fields. This stream was initially altered/channelized when the athletic fields were
constricted in the 1960s. The stream is deeply incised and portions of the stream banks of
Banjo Branch are eroded in the area of the athletic fields, particularly the north stream bank.
Banjo Branch is classified as a Class C stream (not a trout stream) according to the NC
Wildlife Resources Commission. Banjo Branch flows to Gabriel's Creek.
10. Describe the overall project in detail, including the type of equipment to be used: The
segment of Banjo Branch that is planned for streambank stabilization is located between the
football and baseball athletic fields of Mars Hill College. The stabilization plan is to repair
failing areas of currently eroded and scoured streambank and protect the areas which have
good, stable vegetation and bank repose. In order renovate the football and baseball
facilities, the streambanks need to be stabilized prior to construction of the facilities. The
north bank in particular is nearly vertical and severely eroded. Gabion baskets will be used
to stabilize the nearly vertical, eroded banks, while minimizing impacted to the stream bed.
Gabions will allow for appropriate erosion control without further channelization than
currently exists. Work will be conducted from the north side of the creek, where there is able
room and clear access without having to remove vegetation. The south bank of the creek has
some erosion problems, but it is felt that these can be mitigated once the runoff from the
track and football field has been corrected. The track will be removed. Slope stabilization
for the south bank will consist of stabilization matting with vegetation on the upper portions
of the bank, where necessary. Photographs of current conditions and details of areas to be
stabilized and the methods to be used are provided in Banjo Branch Stream Bank
Stabilization Plan by French & Associates (April 2005).
The following equipment is planned for this construction: small backhoe, large backhoe,
bobcat, small dump truck, mechanical tamping equipment, and miscellaneous hand tools.
The proiect is schedule to commence after permit approval for late June or July 2005 with a
construction duration of 8 to 12 weeks.
11. Explain the purpose of the proposed work: In order to enhance to supporting facilities of the
Meares Stadium (football) and baseball field along this creek, a firm, competent foundation
is necessary. Prior to planned improvements to the athletic facilities, the college must
stabilize the eroded portions of the banks of Banjo Branch in the area of the planned
development.
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,
Page 3 of 10
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 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.
N/A
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: Gabion baskets will be
installed on the north streambank in locations where the erosion and scouring has resulted in
vertical walls. Impacts include temporary exposure of streambank soils during construction.
Planned stabilization using gabion baskets is 457 linear feet of streambank. The south side of
the creek has few erosion problems caused by runoff from the football field and track. Slope
erosion will be corrected when the track and curbing are removed and the football field
shifted south. Bioengineering techniques of slope stabilization matting and vegetation will
be used on the upper portions south streambank, where necessary. Severe rainfall events
could cause higher flows in Banjo Branch. Work schedules will take this into careful
consideration to place these areas in a stabilized condition prior to oncoming rainfall events
and delay streambank disturbance until appropriate weather conditions return for bank
stabilization.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres Located within
100-year Floodplain**
(es/no Distance to
Nearest Stream
linear feet)
Type of Wetland***
N/A

Page 4 of 10
* i.i-t each impact senarately and identifv temnnrarv imnacts_ Imnacts include- but are not limited tre 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 http://Nvww.fenia.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: None known.
Total area of wetland impact proposed: N/A
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 secif )
1 Gabion baskets 457 Banjo Branch 5 - 10 ft Perennial
2 Bioengineering 200 Banjo Branch 5 - 10 ft 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.t'ov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapqucst.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site
6571n ft
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A
Open Water Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
(acres) Name Waterbody
)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

Page 5 of 10
* 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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
The existing eroded, scoured conditions of the near vertical north stream bank requires
stabilization and runoff control from the existing track and football field on the south side of the
creek. Adjoining areas occupied by existing athletic fields and planned enhancements for these
facilities limit the areas of bank stabilization for the severely eroded banks. As such, no stream
buffers or greenways are possible. Proposed streambank stabilization techniques and runoff
control will minimize erosion of the streambanks over the long term of the project and athletic
activities.
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
Page 6 of 10
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:/ih2o.enr.state.nc.us/ncwet]ands/stmivide.litml.
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.
Banjo Branch is located in the French Broad River Basin. The project is located at the
football and baseball athletic fields of the Mars Hill College Campus in Mars Hill, Madison
County, North Carolina. Banjo Branch is classified as a Class C stream (not a trout stream)
according to the NC Wildlife Resources Commission. Banjo Branch flows to Gabriel's
Creek. The north streambank is severely eroded and scoured in several areas. These eroded
areas require stabilization prior to enhancement of the existing athletic facilities.
Stabilization of the severely eroded banks is to be limited to 457 linear feet along the stream
and limited to 4 to 5 feet in width along the north bank. Impacts to the stream bed will be
limited to the base of the bank for installation of filter fabric and gabion baskets (see French
Associates' Banjo Branch Stream Bank Stabilization Plan, April 2005.
The south streambank has limited erosion problems associated with uncontrolled runoff from
the existing track, curbing, and football field. Runoff control will be established when the
existing track and curbing are removed, the football field shifted further south, and
appropriate drainage system installed. Impacts to the impacted southern streambank will be
limited to use of slope stabilization matting and vegetation plantings on the upper portions of
the bank. No impacts to the stream bed are anticipated.
Construction will be sequential such that exposed streambank soils will be minimized. That
is, construction activities will limit the amount of exposed soils by installing bank
stabilization structures/techniques immediately after soil disturbance in the affected area.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
Page 7 of 10
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No X
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify V
Yes ? No X 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 Multiplier Required
(square feet) Mitigation
Page 8 of 10
I N/A 3
2 N/A 1.5
Total N/A
' 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 (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.
Existing impervious surface: 20,565 sq ft. on 9.8 acres. Impervious surfaces include walkways
stadium, concession stand, existing buildings, press boxes, and dugouts. Two one-story block
buildings, existing press boxes, and dugouts will be removed.
Proposed impervious surface: 27,890 sq ft added minus 3,615 sq ft demolished/removed = net
increase of 24,275 sq ft. Total impervious surface 44,850 sq ft on 9.8 acres. Impervious
surfaces include: upgraded press boxes, new visitor stands, new ticket booths, football entrance,
new concession stand, new walkways. Storm water controls will include silt fences and straw
bales around storm drain inlets and stream banks, where appropriate, to minimize silt and
sediment impact to the creek. Construction, particularly along the streambanks will be limited to
good weather conditions. Construction personnel will be trained in storm water protection and
mitigation techniques. Improve storm water drainage system is planned for the upgraded
football field.
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.
All wastewater discharge from the construction and development activities are routed to the
Mars Hill wastewater treatment plant.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No X
Page 9 of 10
Is this an after-the-fact permit application?
Yes ? No X
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).
Desired construction dates for streambank stabilization are during the summer months, when
fewer weather frontal systems occur and water levels of Banjo Branch are low, or at base level.
This summer time period normally has limited convectional storm events, which are more easily
predicted. Construction that exposes streambanks will be limited to that which can be stabilized
in a timelv manner to minimize exposed soils.
Page 10 of 10
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
RFM@R0WR P
MAY 2 3 2005
Office Use Only: DENR - WATER QUALITY Form Version May 2002
VOLANDS AND STORWhVAMR EWXH
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 1
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: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Robert McLendon
Mailing Address: 100 Athletic Street, Mars Hill College, Mars Hill, NC 28754
Telephone Number: 828/689-1159
E-mail Address: RMCLENDONnmhc.edu
Fax Number: 828/689-1478
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: Dennis H. Hunter
Company Affiliation: Orion Environmental Solutions, Inc.
Mailing Address:2971 Hodges Landing Drive
Knoxville, TN 37920-8132
Telephone Number: 865/577-7124
E-mail Address: dhhknxaiuno.com
Fax Number: 865/577-0774
Page 1 of 10
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: Mars Hill College Athletic Fields
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 9747-73-8756
4. Location
County: Madison County Nearest Town: Mars Hill
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Asheville, take Hwy 19 to
Hwy 213 to Mars Hill College. Turn left on Athletic Street to the football field. Banjo
Branch dissects the athletic fields (football and baseball/tennis).
5. Site coordinates, if available (UTM or Lat/Long): 38.84102 N/ 82.52351 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): -9.8 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Banjo Branch
8. River Basin: French Broad
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:/ih2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The subject site is on the Mars Hill College campus. The
football and baseball fields and stadium/stands currently exist and used by the college
athletic programs. Mars Hill College plans to enhance the seating capacity and support
facilities for the football and baseball fields along Banjo Branch, which dissects the two
Page 2 of 10
athletic fields. This stream was initially altered/channelized when the athletic fields were
constructed in the 1960s. The stream is deeply incised and portions of the stream banks of
Banjo Branch are eroded in the area of the athletic fields, particularly the north stream bank.
Banjo Branch is classified as a Class C stream (not a trout stream) according to the NC
Wildlife Resources Commission. Banjo Branch flows to Gabriel's Creek.
10. Describe the overall project in detail, including the type of equipment to be used: Tile
segment of Banjo Branch that is planned for streambank stabilization is located between the
football and baseball athletic fields of Mars Hill College. The stabilization plan is to repair
failing areas of currently eroded and scoured streambank and protect the areas which have
good, stable vegetation and bank repose. In order renovate the football and baseball
facilities, the streambanks need to be stabilized prior to construction of the facilities. The
north bank in particular is nearly vertical and severely eroded. Gabion baskets will be used
to stabilize the nearly vertical, eroded banks, while minimizing impacted to the stream bed.
Gabions will allow for appropriate erosion control without further channelization than
currently exists. Work will be conducted from the north side of the creek, where there is able
room and clear access without having to remove vegetation. The south bank of the creek has
some erosion problems, but it is felt that these can be mitigated once the runoff from the
track and football field has been corrected. The track will be removed. Slope stabilization
for the south bank will consist of stabilization matting with vegetation on the upper portions
of the bank, where necessary. Photographs of current conditions and details of areas to be
stabilized and the methods to be used are provided in Banjo Branch Stream Bank
Stabilization Plan by French & Associates (April 2005).
The following equipment is planned for this construction: small backhoe, large backhoe,
bobcat, small dump truck, mechanical tamping equipment, and miscellaneous hand tools.
The project is schedule to commence after permit approval for late June or July 2005 with a
construction duration of 8 to 12 weeks.
11. Explain the purpose of the proposed work: In order to enhance to supporting facilities of the
Meares Stadium (football) and baseball field along this creek, a firm, competent foundation
is necessary. Prior to planned improvements to the athletic facilities, the college must
stabilize the eroded portions of the banks of Banjo Branch in the area of the planned
development.
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,
Page 3 of 10
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 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.
N/A
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.
Provide a written description of the proposed impacts: Gabion baskets will be
installed on the north streambank in locations where the erosion and scouring has resulted in
vertical walls. Impacts include temporary exposure of streambank soils during construction.
Planned stabilization using?gabion baskets is 457 linear feet of streambank. The south side of
the creek has few erosion problems caused by runoff from the football field and track. Slope
erosion will be corrected when the track and curbing are removed and the football field
shifted south. Bioengineering techniques of slope stabilization matting and vegetation will
be used on the upper portions south streambank, where necessary. Severe rainfall events
could cause higher flows in Banjo Branch. Work schedules will take this into careful
consideration to place these areas in a stabilized condition prior to oncoming rainfall events
and delay streambank disturbance until appropriate weather conditions return for bank
stabilization.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
(acres Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet
Type of Wetland***
N/A

Page 4 of 10

* 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 http://www.fema.pov.
*** List a Nvetland type that best describes Nvetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if Nwetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: None known.
Total area of wetland impact proposed: N/A
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 seci )
1 Gabion baskets 457 Banjo Branch 5 - 10 ft Perennial
2 Bioengineering 200 Banjo Branch 5 - 10 ft 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 intcmet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapqucst.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 657 In ft
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres) Name Wat
ble)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

Page 5 of 10
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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
The existing eroded, scoured conditions of the near vertical north stream bank requires
stabilization and runoff control from the existing track and football field on the south side of the
creek. Adjoining areas occupied by existing athletic fields and planned enhancements for these
facilities limit the areas of bank stabilization for the severely eroded banks. As such, no stream
buffers or reg enways are possible. Proposed streambank stabilization techniques and runoff
control will minimize erosion of the streambanks over the long term of the project and athletic
activities.
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
Page 6 of 10
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.ne.us/ncwetiands/strmgide.html.
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.
Banjo Branch is located in the French Broad River Basin. The project is located at the
football and baseball athletic fields of the Mars Hill College Campus in Mars Hill, Madison
County, North Carolina. Banjo Branch is classified as a Class C stream (not a trout stream)
according to the NC Wildlife Resources Commission. Banjo Branch flows to Gabriel's
Creek. The north streambank is severely eroded and scoured in several areas. These eroded
areas require stabilization prior to enhancement of the existing athletic facilities.
Stabilization of the severely eroded banks is to be limited to 457 linear feet along the stream
and limited to 4 to 5 feet in width along the north bank. Impacts to the stream bed will be
limited to the base of the bank for installation of filter fabric and gabion baskets (see French
Associates' Banjo Branch Stream Bank Stabilization Plan, April 2005.
The south streambank has limited erosion problems associated with uncontrolled runoff from
the existing track, curbing, and football field. Runoff control will be established when the
existing track and curbing are removed, the football field shifted further south, and
appropriate drainage system installed. Impacts to the impacted southern streambank will be
limited to use of slope stabilization matting and vegetation plantings on the upper portions of
the bank. No impacts to the stream bed are anticipated.
Construction will be sequential such that exposed streambank soils will be minimized. That
is, construction activities will limit the amount of exposed soils by installing
stabilization structures/techniques immediately after soil disturbance in the affected area.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.ne.us/wrp/index.htm. If use of
Page 7 of 10
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No X
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No X 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 Multiplier Required
(square feet) Mitigation
Page 8 of 10
I N/A 3
2 N/A 1.5
Total N/A
* Zone I 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 213 .0242 or.0260.
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.
Existing impervious surface: 20,565 sq ft. on 9.8 acres. Impervious surfaces include walkways,
stadium, concession stand, existing buildings, press boxes, and dugouts. Two one-story block
buildings, existing press boxes, and dugouts will be removed.
Proposed impervious surface: 27,890 sq ft added minus 3,615 sq ft demolished/removed = net
increase of 24,275 sq ft. Total impervious surface 44,850 sq ft on 9.8 acres. Impervious
surfaces include: upgraded press boxes, new visitor stands, new ticket booths, football entrance,
new concession stand, new walkways. Storm water controls will include silt fences and straw
bales around storm drain inlets and stream banks, where appropriate, to minimize silt and
sediment impact to the creek. Construction, particularly along the streambanks will be limited to
good weather conditions. Construction personnel will be trained in storm water protection and
mitigation techniques. Improve storm water drainage system is planned for the upgraded
football field.
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.
All wastewater discharge from the construction and development activities are routed to the
Mars Hill wastewater treatment plant.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No X
Page 9 of 10
Is this an after-the-fact permit application?
Yes ? No X
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).
Desired construction dates for streambank stabilization are during the summer months, when
fewer weather frontal systems occur and water levels of Banjo Branch are low, or at base level.
This summer time period normally has limited convectional storm events, which are more easily
predicted. Construction that exposes streambanks will be limited to that which can be stabilized
in a timely manner to minimize exposed soils.
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 10
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NOTE:
The Southern S of the Creek adjacent to the Existing
Football Field does ve a few erosion problems related
to the Runoff from the At the time the track is
x removed and the field is shifted u het<south the fence and
concrete curbing will be removed, the slope erosion esli
a and Slope Stabilization Matting and Vegetation will be installed.
y To perform this work at the present time will cause extreme
0 o damage to the slope and require a greater stabilization effort.
o0tn
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isting Football
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Sheet No.
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ao tt. ?w "s a DE DF GREEK
Gabio c Rep^u? N eid Z p(,3H SI Denotes Photograph Location Sheet No.
1 I
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/ Denotes Photograph Location
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Date:
4/22/05
Scale:
1"=20'-0"
Seal:
Sheet No.
SBS-4
NOTE:
DETAILS ARE SCHEMATIC. INSTALL GABION
WALLS IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
ANCHOR PER
.> p BA5E FLOW
CUTWATER LEVEL
FILTEEZ FABRIC
PLACE EQUAL MIX
OF SURGE STONE AND
#57 STONE
GBWI - GA61ON WALL INSTALLATION
N.T.5.

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STEP 1. PLACE SOIL REINFORCEMENT MATS ON PREPARED
FO
NDAT
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d N
U
I
N. F'?I j?
C?
2. PLACE THE FIRST LIFT OF GABIONS AND PERMANENTLY
CONNECT THE FRONT EDGES TO THE SOIL V
r *?
R
INFORC
M
NT MAT
W
P
RA
NDERS
T
B ,
I 1 CZ u
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I
H S
.
E
E
E
S
L 0
3. INSTALL FILTER FABRIC, IF REQUIRED. u r?
/
4, PLACE AND COMPACT THE FIRST COURSE OF BACKFILL ON L FBI ?+?
?
THE SOIL REINFORCEMENT MATS. BACKFILL TO BE OF
FF
T
PT
R M N w
SU
ICIEN
H TO PROTECT SOIL
EINFORCEMENT
DE

?

'-I?
.n
r
? S
MATS FROM DAMAGE DR MOVEMENT BY EQUIPMENT
F
R
"'
? e
i F?1
M
ING DELIVERY O
ROCK TO THE GABIONS.
DU ?
.rl
5. FILL THE GABIONS WITH SUITABLE ROCK. In
6. CLOSE LID AND SECURE WITH SPIRAL BINDERS. ? Cz

V
I.T
STEP 7. PLACE AND COMPACT THE REMAINING BACKFILL
IN UNIFORM LIFTS OVER THE SOIL REINFORCING MAT,
6. PLACE SOIL REINFORCEMENT MATS ON THE BACK-
FILL AND THE TOP OF THE GABION.
9. PLACE THE SECOND LIFT OF GABIONS OVER THE
FIRST LIFT AND CONNECT THE CABIONS AND THE
SOIL REINFORCEMENT MATS TOGETHER PERMANENTLY
AS IN STEP 2, WITH SPIRAL BINDERS.
10. PLACE AND COMPACT BACKFILL AT THE TOE OF
THE WALL PER YOUR PROJECT PLANS.
CONSTRUCTION SEQUENCE
3'
G"
INSTALL GABION FILLER STONE
IN AN EQUAL MIX OF
#57 STONE,
T SURGE STONE,
/-LCLA55 I RIP RAP
I MINIMUM
} ~ INCLINATION
10
GII
(n
EXIST. TOE OF BANK
--.CUT.
INSTALL FILTER FABRIC 12
TREES NOT INDICATED TO BE REMOVED SHALL BE
PROTECTED DURING CONSTRUCTION IN
ACCORDANCE WITH PLANS AND SPECIFICATIONS
NOTE: GABION WALLS TO BE INSTALLED IN
ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS
INSTALL SURFACE
STABILIZATION MAT
2.0
?7 L
COMPACTED FILL -?
UNDISTURBED _,".\
EXIST. GROUND
COMPACTED FILL

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Date:
4/22/05
Scale:
NTS
Seal:
Sheet No.
SBS-5
STEP 11. CONTINUE STEPS 3 THRU 8 TO THE TOP LIFT
OF GABIONS.
12. PLACE THE FINAL LIFT OF BACKFILL PER YOUR
PROJECT PLANS.
NOTE:
DETAILS ARE SCHEMATIC. INSTALL GABION
WALLS IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
BOTTOM OF GABION
LID OF GABION
HOC RING
ALL TOP AND BOTTOM HINGE
SPIRALS, AND VERTICAL
SIDE SPIRALS, ARE FACTORY
INSTALLED
6' TYP.
REINFORI
SPIRAL E
SPIRALS ARE INSTALLED WHEN UPPER
AND LOWER CABIONS ARE JOINED TOGETHER,
AND ONE SPIRAL WILL JOIN THE MATS AND
THE GABIONS TOGETHER AT ONE TIME.
GEOTEXTILE • • 00
0
WELDED WIRE SPIRAL UPPER
FABRIC MAT BASKET TO
TRANSVERSE
00 ?? WIRE ON MAT
SPIRAL LOWER
BASKET TO
1: 00 OC TRANSVERSE
WIRE ON MAT
'SPIRAL BASKET
TO TRANSVERSE
WIRE ON MAT
CONNECTION DETAIL
X 3' WWF,
GA. OR 11 GA,
TWELD GABION,
NGTH VARIES
SPIRALS, 9 GA.
TYPICAL SECTION
ISOMETRIC OF WALL COMPONENTS
?Q.

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Date:
4/22/05
Scale:
NTS
Seal:
Sheet No.
SBS-6
PICTORIAL ELEVATION
TYPICAL GABION
i
B - BASE DEPTH
I
NOTE:
DETAILS ARE SCHEMATIC. INSTALL GABION
WALLS IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
OPEI
END
INSTALL 4 STIFFENERS
PER EXPOSED FACE,
AND 2 PER BACK FACE
1/3 HEIGHT
TYPCIAL -
ell,
1/3 DEPTH
TYPICAL
I Jw I/JW 1 ]W
DEPTH
wroTN
WHERE HEIGHT OF GABION
IS 18" OR LESS, INSTALL
2 STIFFENERS PER FACE
WHERE HEIGHT IS 12',
NO STIFFENERS REQUIRED
OPEN EN
Y
STANDARD GABION SIZES
SIZE LMW%H CU.YD. SIZE L%W¦H CU.YD. SIZE LxWxH CU.YD.
3 x 3 x 3 1 3 x 3 x 1.5 0.5 3 x 3 x 1 0.33
6 x 3 x 3 2 6 x 3 x 1.5 1 6 x 3 x 1 0.67
9 x 3 x 3 3 9 x 3 x 1.5 1.5 9 x 3 x 1 1
12x3x3 4 12x3x 1.5 2 12x3x 1 1.33
6 x 6 x 3 4 6 x 6 x 1.5 2 6 x 6 x 1 1.33
9 x 6 x 3 6 9x 6x 1.5 3 9 x 6 x 1 2
12x 6x3 8 12x6x 1.5 4 12x6x 1 2.67
24 x 6 x 3 18 24 x 6 x 1.5 8 24 x 6. 1 5733
9 GA STIFFENER
HOOKED AT THE
INTERSECTION OF
TWO WIRES
el,
13 HEIGHT
X1'1 1P
?TYCwL
1/3 HEIGHT
TYPCIAL
1/3 W
I I ,1^
ll !?i TYPICAL
CRIMP HOOK
CLOSED
CRIMP ENDS OF
SPIRAL
CLOSED-
OPTIONA
WIRE, 01
3" SPAC
NOTES
1. GABION SIZES ARE EXPRESSED IN FEET.
2. MATTRESSES AND CUSTOM SIZES PROVIDED
ON REQUEST.
3. GA9IONS WHICH ARE TO BE CONNECTED
TOGETHER SIDE TO SIDE, OR END TO END,
MAY BE PROVIDED OPEN-SIDE OR OPEN-END
AS SHOWN, TO REDUCE WEIGHT, COST AND
ASSEMBLY TIME.
4. GABIONS ARE MANUFACTURED OF 3" X 3"
WELDED WIRE MESH, 9 GA. WITH 0.9 OZ/S.F.
ZINC COATING, OR 11 GA. WITH 0.85 OZ/S.F.
ZINC COATING. OPTIONAL 2.0 OZ/S.F. ZINC
COATING IS AVAILABLE ON REQUEST.
?-WIDTH "W"
EXPOSED FACES TYPICAL ASSEMBLED TYPICAL .AON

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Date:
4/22/05
Scale:
NTS
Seal:
00
U
Q,00
r?rh? M
I-i >•. V Vl
I Sheet No.
SBS-7
TYPICAL OPEN END
(SIZES CAN VARY)
TYPICAL MATTRESS
(SIZES CAN VARY)
TYPICAL OPEN SIDE
(SIZES CAN VARY)
irr• -•.=? `a4i"M"? ?:?r.' 1 -. L}

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PHOTO #3 PHOTO #4 U Z
0+00 Looking Downstream from Box 0+00 From South Bank Looking North 0+25 From South Bank Looking North 0+50 From South Bank Looking North .?
Culvert
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0+69 From South Bank Looking Down- 1+00 From South Bank Looking North 1+25 Looking Downstream 1+50 From South Bank Looking W a
stream Upstream

Date:

lilt

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n 4/22/05

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PHOTO #9 PHOTO #10 PHOTO #11 PHOTO #12
2+00 From South Bank Looking Downn 2+75 Looking Downstream 3+10 Looking Upstream 3+10 Looking Downstream Sheet No.
stream

SBS-8
14
03

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PHOTO #13 PHOTO #14 PHOTO #15 PHOTO #16 U 6 '"" • Z
3+75 Looking Upstream 3+75 Looking Downstream 4+00 Looking Downstream 4+45 Looking Downstream
V1
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4+45 Looking Upstream 5+00 Looking Upstream 5+00 Looking Downstream 5+50 Looking Upstream W a

Date:
/22/05
r? PF ru?• d v

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PHOTO #21 PHOTO #22 PHOTO #23 PHOTO #24
5+50 Looking Downstream 6+00 Looking Downstream 6+00 Looking Upstream 6+50 Looking Downstream Sheet No.
SBS-9
L•
•
•
•
•
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•
•
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PHOTO #25
6+50 Looking Upstream PHOTO #26
7+00 Looking Upstream PHOTO #27
7+00 Looking Downstream PHOTO #28
7+50 Looking Upstream '
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PHOTO #30 ^ .• +. '-
PHOTO #31 Fi C?--0
¢ ?" ? .-i 0
d
7+50 Looking Downstream 7+87 C.L. Foot Bridge Looking 7+87 C.L. Foot Bridge Looking Downn G4 a a)
Upstream stream

Date:
4/22/05
Seal:

Sheet No.
SBS-10
•
•
•
•
A
•
UTM 17 359300E 3966091N (WGS84/NAD83)
USGS Mars Hill Quad
x'1`1
Project Description :
The segment of Banjo Creek which is planned for Streambank Stabilization is located on the Campus of
Mars Hill College, Town of Mars Hill, Madison County, North Carolina. In an effort to stabilize the curr
rently eroded and scoured streambank, this plan has been developed to repair the areas that are currently A 12
W
failing and protect those areas which have good stable vegetation and bank repose. The Creek is located C
between the Existing Mars Hill College Football Stadium and the Existing Baseball Facility. It the desire Cc C (?
of the College to renovate and expand both of these facilities, but feel that it is vital to stabilize Banjo C114
p a
Branch prior to any new construction. The stream, due to previous alterations, has cause severe ,n O t-
erosion/scouring particularly on the north creek bank. The bank is almost vertical and will require the use C N V N
of Gabions for its repair. Once the Gabions are inplace, natural streambank session should occur. a A U
Stabilization Technique
As mentioned above, the primary method of Streambank Stabilization is Gabion Baskets. The reason for P:.,? O
this approach is due to the vertical nature of the eroded streambank. Other methods would not be able to 6 0 o
be constructed without more drastic excavation adjacent to the stream. The use of Gabions will allow for ? Q, N o
proper erosion/scouring control and will provide no further Channelization than currently exists. The
work will be constructed for the North Side of the Creek, where there is currently a good clear access
route and no vegetation to remove. Ample lay down area and work space are available on the North Side W c c
of the creek. 'v H Z ?' (~ oN N
o x 5M? tJ ro-
TOTAL LINEAR FEET OF GRADING AND GABION CONSTRUCTION/INSTALLATION 457 L.F. W4 Q d O W ?'
r
Equipment to be Utilized : x u tn E c M U
uV? G???
The following Equipment list is provided as a general idea of the type of r: ¢~ U Q ~ U
equipment commonly used to install such a project : W
• Small Dump Truck
• Small Backhoe
• Large Track Backhoe Date:
• Bobcat 4/22/05
• Mechanical Tamping Equipment
• Miscellaneous Hand Tools
Project Schedule
Seal:
The project is currently schedule for commencement (pending permit approval)
for late June or early July with a construction duration of approximately 8 to 12 weeks.
Limitations on Timing for Stream Stabilization :
The only limitation that is currently contemplated which would impact the construction effort or schedule
would be severe rainfall that would cause higher flows with the Banjo Creek Watershed. Carefull considd Sheet No.
eration shall be taken to assure that work areas are placed into a stabilized condition prior to any onn
coming rain events. SBS-11
km
0 0.3 0.6 0.9
Mi
0 0.2 0.4 0.6
Mars Hill College
To: NC Division of Water Quality (NCDIVISI0003)
Invoice No. Date Description
051305 5/13/2005 Banjo Branch Stabilization
Check Numbers 017821
Dates May 13, 2005
Amount Discount Paid Amount
$475.00 $.00 $475.00
TOTALS: $475.00 $.00 $475.00
I
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to
LOOD PLAlN NOTE
The Fload Plain information as shown hereon was taken from
r ood Insurance Rate Ma FIRM Town of Mars Hill North
230 Ca ~ lina Madison Count ;Panel Number 2 of 4, Communit
Y Y Pane umber 370385 002 A, Dated August 19,1987.
. a
0 TOPO .APHID NOTE . ~ zs Z
2237. •
rapt I rmation as shown hereon was taken from
d b ~ hinson - Bi s & Associates Inc. dated 99
2 o field k was erfarmed b French & Associates. ~3s E p Y
0 a~ x 0
, ~ 2229 0, roP 3sa
I BASEBALL FIELD , , 2 INV. IN 232.9 (,2~VD) ~ ~ 2~0
~c~.

T
~
BACK ~
STOP CAGE
2 J~
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r V 22343
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~ o 1 0
,
4 ti ~ ~ 4 2235,6 WALL
~ ~3 ~ PMOUNDS 0 TBM IS 0
/ , FFE=2236.7
f 22 5.7
`ti ~ /
~ ~ ~ ~ / R, 4 221 ~ ~ M19~ ~ HOME PLATE 2
a G ~ ~ ti2ti G 27.6 h ' 223a,~
~ ~ ~ IN V "}a (DRY 4.7
~ ~ ~ ~y ~s- ~ ti ~y `~s' ~ PA T ry y ~ ~
~ ~ ~ ~F tiF CURB EP l ~
~ ~ P+
V \ PRESS ~ PRESS ~ ~ • vGP 9 ~iT
BOX BOX ~ ~ ~ 2233. 29 p - Y ~
15'CN PD BLE s N 1[
N
RI N N O ~ , ~ / ~
Cflgf `O ~ NH UNDER STEPS
INV. IN -3.6' FROM TOP(6'VCP) ~ INV. IN -3.3' FROM TOP (6'VCP) ~ ~
~ ~ ',w_~ ti
N' ~ 15'CMP 1
~ ~ r
O -STORM DRAINAGE MH ~ f y
~ ~ I
-SANITARY SEWER MH L I
-LIGHT POLE rn o 2~ N ti T f i
_ N ry ~ ~ POWER POLE ,Q~ I ` ~ '
GUY WIRE CB -CATCH BASIN f I • ; i
OI -DROP INLET ro vcP / a~ - f ' M wAU w/
• GV -GAS VALVE ~ ~ ~ 79• IPF -IRON PIN FOUND ~ t N ~ ~ FDICE ; i,
IPS -IRON PIN SET I caN~ETE
- TER-METER ~ WM WA F,ti ti ~ WV -WATER VALVE Inv. 22ta.4 c ti cuRe eEaNS ~ ~ ~ .
C. LIE ~2 ~ -•F-E - 0/H ELE N ~ - / . INV. ~ 22 ~ ~
~ . N / - • ,o
T f N 'fi`r 'l9. / ~ . ~ a N ~ ~ N ~ o
NNE A -APPLE S ~ ~ ~ ry 2233.5 o Fy ~ V
C -CHERRY 0 U R ? „ J~ sz33.1 G -GUM r ?2 6~J gad yg y°
H -HICKORY ? .~Q e*S`
L -LOCUST ~ ~ ,i M -MAPLE ~ ~ • / pry/ • •I' ~ TOP 2257.fi
0 -WHITE OAK _ ~ INV, IN 2251.7 (12'PVC p~
P POPLAR h S -SYCAMORE ~v r NV. IN 2257.2 (]2'PVC; wy - Nf 1
ase W WALNUT ro w . ~ . ~ . ,
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INV. 2223.8 , ~ sraRY 24 ~~P BLOCK 0° ~ ~ ~ jl ~ ~ ' _ . . _ . _ _ x
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n ~ MAPLE ~ N~ N ~ `
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TOP CONC. SLAB ~w v v~
2225., ~ sr N z N N I A.p~. A
N ORY i N N BLOCK ~ N 1 N . O x` R1
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"i o tiry FENCE SC~~. i
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ti
ti
SHEEI' NO.
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G•2

Hoc FLOOD PLAIN NOTE - kORr
pRl~ _ ~
~-i~~ - Th.e hood Plam Information as shown hereon was taken from
- - - Floo \ d Insurance Rate Map (FIRM), Town of Mars,Hill, North
- / 1 Carolina, Madison County, Panel Number 2 of 4, Community
-s=' ~ 6 ~ ~ J~ ~ ~ Panel Number 370 385 002 A, gated August 19, 1987. .
.4~?-~plMibikl ~..I~Q:IT.+ti~ ~ - - ~ I
~?~pl~tieif~~t1? ' I 2~~,~ ~ TOPOGRAPHIC NOTE .
1 ~ 22 ' ~ 30 ~ ~ ' x
p / To o ra hic Information as shown hereon was t • p 9 p aken from
- - - erforme ~,_p . _ Pao p d by Hutchinson -Biggs & Associates, inc. dated . _
- - !r_ _ . ~B:~I~IC.+--- ~ 1111105. No fieldwork was performed by French & Associates.
N7~,- • `~e`: I ~7.6
.1~~~F_fi~--~~11~ _ \ ~ 223. 1
iR'CO-- ?l~i~1NlNW
w?au. r.~. l L ~ 224 1 ~ "H DER
- ~ ~ ~ FIELD

~ ~ ~P N~. ng• , i~ ~v ~ '(lr
P '~P N~~ ~229~_ ) TOP 39.2
s •ASE ALL ALL FIELD ~ ~ ti ° INV. IN 32.9 (12"PVC) ,a
hs~~T~NAN~B ~ 448 r ~
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~ ~ ~ ~ ~ FEE=223fi.7
i, ~ ~ t ~ ~ ~ r ~ ~•Il~._..1 TOP 22 5.7
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_ 56
PREs R' iii ~ / 6 9• t~~ I
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~ \ . ~ ~
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r O ~ M ~ ~ , ,r / + SWITCH b.1Mlk'•._ ~
r I•M~-A~ / ~ • _ \ MH U I N~ER 57EP5
r . _ _ \ INV. IN -3.fi' FApd TCP(B'VCP) / _ _ ~ INy. IN -3.3' FACM TCP (8°VCP) iT~Et!N~1'~.L.E~ I ~ .
Nry ~,r ~e ~ . ~,I ~ ~ ; f~ S 111KLER A_ .~~~/1~ I I I I
• N Q . '1:ss t5 CMP 0 I
~ 0 1 - / 1~ ~ ~ i / ~ I I
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; ~ 0~'' RkIN ~ i,. ~PRINKLER y I ~ I Y ' t i
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~ f N N FENCE
Q/ i ~ ~ ~ ~ , . ~ o _ . , " ~ /,/,/I
inv. 2214.4 / ~ ~ ' • ~ . dN CIS / fl I /
1 i 1 rn 1rAlER ' r / x.50 q ,
FlN. ~ 1 N .o ~ 1 / it llI ~ i
T ~ e - 1 y . N /N, I a~ ~ ,~I~ - GAS METER w„
~p Ttlp 2233.1 '-t'I~ - , ~ u~ r ~ ; ~ `ti 2233.5 ~ ~ o C
i, I. do 0^ .l~" 1 / i ,
~ / ~ ; ~ ~ _ ~ i ~ ~ ~ ~ ryy ~ i ~ ~ry h~ ~
/ ' . / c h '`i -TOP 22szs aa..~ ~
j a ' ~ F . ~ f / / iif~ ~ ~ ~ NV. IN 2251.7 12'PVC 17 ~ b
~ / i~ i ~ ~ NV. IN 2251.2 ~12'PVC; ~
~ ,sir W 0 N ii m
/ ~q a w / ! r,7 /
. , s / ti~ . ` ~ / ~ ~ . / ~ a~
1 ~ \ ~ ~ \ \ i r ~ / ~ ~!7 BUlllx a~ / v
w / CONCESSION / STAND f~1 "
~ D \ ~ ~ / 0 POS - - 1 F R7
/ bx / V.[ a o
/ N O
~ ~ v v. / ~ E
/ / 5 ~ w coNC e~A~IERs
2 / x
2 220 ~ d ~ , ~ ~ , / ~ x /
N 2 , / a ~ ~ 1 ~ , \y / ~
~ / i 1 1'1 0 , ~ /
l V ~ I i '1 1 1 , z . / TRANS. a
I ` i - , ~ 36' MAPLE s / - x ~
N Dj ~ ~ ' ~ \ ~ `~a / I I Tpp ~ ~ ~ 4g" MAPLE i ' ~ ~ ~ / ~ cATE v / I z
3 I 222e.z ~ ~ TOP 22 .3 / I , ~ i ~ ~ a ~ ~
lml ~ ~ ~ ~ 6 pxl N°~ 2~ae . ~ ' 7 sro~ ~ , , _ _ _ m
- I 24°RCP ~ r i ~ ~ I m BLOCK ~ ~ olo cure
~I N ~ ~ i I TPE ~ 0 W RDOC ~ ~ I N 20' ~ / r ~ ~ , AI j s e ~ ~cffHS U rn
N / a i r i i _ ~ ~ ~ rA E„ x
~ I / Aa4A< ~ p as
II / ~
d ~ roP conc. s~~e i 222s.i O ~ 36• ~ ~ . e ~c as a ~n awao
~ 1 sroRY - / i ; ~ N rJ'C,a~~: In ~ ~1
oCK ~
r f ~ , / / i i , i r l i v , i
~ ~ l .1 / ( j J it Roar WALL
" ~ ~ ~ : J ~ ; ~ i AND awlt,nx
N i / ~ C ~ / / ~ T FENCE
f r r i, J/ / ' /I APP GRAPHIC SCALE: FEET Z
z
^ V / ~ I I
I 0 20 40 80 NO. • G•3
A~JO J ry~

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is [std ~ ~ •
~ ~ 4~a31~ ~
~a~~: b , N r ~,xtst ~ ~ ~ , ~ ~ N ~EK ~ ~ . ~ . ~ ~R ~ ~
The S6utfiern. S of the Creek adjacentto the lxCsting ~ ~oQtbaU Reid does. ve a:few•erosioa. roUlems relates! P 3. 3 S1D ~ ~ ~ V~
to the tt~ tide the tracts ~ tU the Runoff f ..rn , # . o U~'~ ~ ~ ~ r o ~ ~ ~
~ , removed and the field:is sliittad.it the;fencs aiid ~ ~ ~ ~ ~ ~ Q ~ ~ ~ CC3 ~ N p 7~
:e. ~ coacre#e-eur6tn 'will be removed, the stops erosion v'x off. ~ ~ ~4 GQ
# billz #ion.i~fattin aril Ve station tivill b~iristail} ur A:. ~ and SJo~e 5 a ~ g ~ ~ o c ro. ~ ? s~~y ~ Teo ~edortn thi$ wbck at the'present::tune will cause extreme o, 0,... ~ .t f
~ n m T~ o ~ e to t e slo a artd re :u tre a seater stabiiszatioa .effort, a r- rr ~ ~ ~ ~ damag h. p q g ,r
t t ~ 061 k: .wN.Oh p
~ ~ ~ a:.~
~ o o b s~ fl - ~
o ~ z ~ ~'Q . ~ ~.v 11 Fuld x . o o M .o €s a Faatb~. ~ ~ k I'll :fir a ~
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_ ~ -
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- y .Mya~l1a al~c _ - ~ ~ \
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a ~ . ~ ~~prris i=aGii
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•
~Der~oEes Photo ra. ~.i~ i.aeatnn .p
~er~ot~s Gala~:n Cnnstruati~~rt.
i.irriits
~ SBS-2

NOTE: • p
• TAIL GABION ~ CHE.N~ATIC. INS -
I~ETAIIS ARE S
WIT~I TIDE ACCORDANCE WALLS IN ~ ~ ti. by
- ~ 6 ;a
C MMEN~ATIONS. ~ ACTURER S RE 0 MANUF I 1
LiD OF GABION
TREES NQI' iNUIGATEp T(3 ~rE REN1dV~D ~h1Ai.L H HOG RING.
PROTECTEC? UU~I~1C CONSTRUCTION iN
ACCORDANCE !NI.Tf1 PLA~JS AND SPI~Ci>'IGATIG}N5
NOTE GABIQN WALLS ~0 6E` INSTAI-LEn IN 7 ACG.OR17AfVCE WITn MANUFAGTU~RS ,
~ ALL TOP AND: BOTTOM HIP R~C01~}v1ENDAT{C3N5 eoTroM of caerDN AN v RTICAL sPIRA~s, D E AND: BOTTOM tiING£ AND VERTICAL
SIDE 5PIBAL$. ARE. FACT+r GALS, ARE. FACTORY
INSTALLED D
G B ~ LE STONE ~ a. 'i"'~ W
IN AN ~QU~L MIX OF ~r
1=A >r }INSTALL SUR C #57 51'ONE, SAfL REINFORCEMENT
TION MAT STA6ILIZA SURGE STONE; TYPECAt~ GABFON MP;T.S t ' ' 1•'h • G11BfflN
G}:ASS f RIP RAF
PI~70RlAL 1=LE1/ATiQI~
= - I :0 ~ , •
3 - - 6'~ TYP
MfNiMiJM
INCfiNAT}ON a, f.. ceoTE>~n~E Y Oa 0 M~ ~ ~
COMI'AGTc(3.F1-i,~• ; -a 6.. I`0 . ANGI~QR PAR ri WELDED WIRE IR UPPER • ' 8F' AL
UND.ISTL}i~3€D-, ~ FA)3RIE MAT _ ~ ' BASKET 70 - Q~ 0 V1 • ~ f/ TRANSVERSE .-.-i -
~ „ ~ a t)0 . WIRE o'N MAT `1- I~~l{1,;,111.=N1 I-,- I1..-~' ~ ~ ~ ~ Ill 111_ a
COMPAGC~~~fl4t<:;=:: ; Q sPIRAL LawER 11.=_l t l- •
i' o ansKET To. nI a o , Q p TF~ANSVERSI= .II, c ,
- EXIST, TQE OF 6ANK y -.~l~F_~ WIRE (jM N,AT ~ ~ f~ ~ ARTWELD N
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INSTA(;L ~ILT~R f=RBRIG , ; _ I ~ - , BASE SLOW oP . r SPIRAL 8A5KET GEOTF?cTlLir.; ~ p 2.N .t~
- - - 'iY 'EER tEV~L y'"'+' tis{.: jyt try.' - TO TRANSVERSE ~ ~ p r~ YJIRE OIV MAT ~ o0 0 TYR x. h V 1 . Q
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• LE+cm t~,~RiES 0 { i , o - ~ I-1. r-i
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B { - GABION WALL 1N~~'~1L1.~Tl~N ~ ~ ~ ~ BASE DEPTH ~1~.~
- - SPtld9l.5 AHE INSTALLED- WHEN UPPER N.T.S. AND LONER 6A810FIS ARE JOINEt3 TOGETHER, - - I
• AND ONE SpIRq. 1MILL JOMI '[HE MATS ANO THE GAAIONS. 1Of~1'NER AT ONE TIk1E, y1 v ~
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- PLACE SOIL.. REHrF1fRCE~iENT MA~• -iTN P1lEPAREfl STEP 1. FOUNOIi1TIt9R1.
THE WFT OF ~1;PERMANEN?t.Y 2, PLACE FJRS'i .EOGfiS• 7Q'11~E.'SfiIL ~ ~ _ 0 Q
CONNEC9' 'FtIE F-ROt~' - REJFEt#T MATS WI1N 4~ s ao sP1RAL .QlNOek
3. IN~N:L FILTER PABRIC, If` REalllRED.. I,I~ CONNECTS GANIOHS' S(JGE7I+ER
4. PLACE AND '.CObIPAGT THE FiR,ST. C.OU • ~ ff •BACt<Ff41: i1N4 7HE SIjEL RE1.tJ~ORCE3~ENT: FATS:. • a~.'~
SUEFlCIEf1T DEPTH TC7 PaOT~DT MEi`IT UPEN OPEN EN \
.MATS PfiOli~ DAMAGE O.R >a0uFM6Nf 9Y'~E11P ENb DURING DECNERY Of ROCK. 'FQ. 7>`1E diBION~: _ n
5. FILE THE GfIHIONS V11TH SUEfAflLE -
•ID ADI6 SECURE N/1T1•S SPIRAL QRS. 6. GLOSS L h OPTIOWII 1~ qqo TIE MORE, .bNE HRCH AT .
3 SP,1~
T'YP'ICAL Mj~TTf~~SS- TYP{GAL OP~EIV ENO L OP~E1V END
(SGCES GAN VARY) (517.5 CAN VARY) ES CAN VARY) a p~ 8'. 8o SPIRAL 81NDiR5 U, V ~ CONNECT u05 ANa
BASES TO LIDS.
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STAN}~RQ GABfOty Sli GABIO SPZE5
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1i JI. - P 8 ti 3g3 .7 & k 3 x T.5 1 c 3 x T.5 1 b k b. x 1 0.87 V lrl~ V~ NOTES
8-x 3x3 3 9 x3x 1:5 1.5 tax 1:5 1.5 9 x 3 k 1 1 ,
STEP 7. P1a+C.l=. ANb CCNIPACT THE. RE#~VNINI,i >)7L1., tz x 3x 4 42 x 3 a f.5 2 GA810N S12ES ARf EXPRESSED IN FEET. K3af.5 2 i2x3:x 1 1.33
1 WC+ ~tAT, b IN UN1FDRbt LIFTS ~1t '1'PIE 30 L p ix 6x3 8 6k 6xi.$' ? k 8 x 1y5' ? 6 x B 'x .1 1.33 2• ?iATT14E5SE5 ANO CUSTOM S17E5 PliOVIC~EO • ON (lEMUE57.
8: QLACE SAIL. REINFQ~tE~!>V£NT i~A'~ ~ FILL AND: THE TflP OF THE G1W~. 9. x s x s s g x. e x •t.~ ~ K, 8 x •1.~ ~ 9 x 8. X 1 2 3. CNBIOFIS•`V1hi1CH ARE 7D BE CONNEC`Tffb
R, PIACI= THE SECOND LIFT OF 6FBIQN~a-. fl.HfR TiIE tY x s x ~ s 1;2 x b. ,x 1.5 4 x b. ,x 1.5 4 12 :x 6 x t 3:67 TOGETWER SIIIE Tf7 SIDE, OR ErJO TO ENA; MAY BE. PROVIDED QPt~N~510E AR OREN-END
FIRST' LIFT.gND ~QNNECT TtiE.6'FS 1~ T?fE TYPICAL t,OPEIV SIaE SAIL, R~tNFORCEM~NT M~i15 IUGETIIER PERl1~ANENTLY {SIZES CAN VARY) ''2i x 6.x 3 1.6. 2~ x e r f.5 s x 8 r f.5 S 24 x 8 x 1 5;33 AS Tp REDUCE WEIGHT, COST ISND • AMY 71ML.
A5 .IN ST~P~ NtiTH 9PI3b4L :BMIDER•Sc d. GA81ON5'ARE MANUFACTURED OF 3" X 9" •
10. PLACE AyD GOldRACT .Hi9~CKF'1LL ~4T i'HE ~ 'THE WAI.i. PER YOVR I?ROJECT PLAN5. - 'M~IDED WIRE MESH, 9 GA. 'WtTH fl.9 :F'. 3lNC COATING. QR i 1 .GA WfTH R;Bb.:O~/S.F. - ZING COATING;. OPTIONAL ?,0. AZ/S.F. ZINC
EAA7ING IS AVAILABLE 'ON REQ.UES7.

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FIO.Q1fE0 AT T1tE INSTALL 4 STIFFEf>~.5 OdIFJlSE1IdIV OF
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STEP 13. GONTiNUE, :STERS 3 THRtt, 8 TO THE T~tP UFT ~ WIQSH "W" aw~
~0'F~GABIpNS.
12.. PCAG£. THE. FlNAL. UFT OF BAGI«1LL PFR' YQLiR ENL3 CELLS 'X F G • S RRQ:1£CT PLANS. WHERE i1EiGHT OF. GgB10)•! T. P GA N TYPICAL .G,A81~:N
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