HomeMy WebLinkAbout20071946 Ver 1_401 Application_20071107.~ •~E""pro
~ 3'~
m ~
~~
~4~~~I
November 14, 2007
Ecology & Hydrology
07-1946
Ms. Cyndi Karoly
NCDENR Division of Water Quality
2321 Crabtree Blvd.; Suite 250
Raleigh, NC 27604
RE: KrautBoone Creek Stream Enhancement Project
Ms. Karoly,
1638 Brushy Fork Road
Trade, TN 37691
ph/fax: 423.727.4476
cell: 828.773.3820
adamC~bfec.org
P A. I D
Qr~c~r~odr~~
NOV 1 8 2001
DENR -WATER QUALITY
VMETtAND8 AND STORMh'AT6R BfiANCN
Enclosed find the referenced project Pre-construction Notification (PCN) application (five
collated copies -per Ian McMillan's request) each with the following attached items:
1) $570.00 application fee check (185 linear foot project)
2) PCN application
3) Agent Authorization Forms (three landowners)
4) Site Location Map (USGS -Boone Quad)
5) Site Drainage Area Map (USGS -Boone Quad)
6) Existing Longitudinal Profile and Cross-sections (three cross-sections).
7) Site Plan (Plan View)
8) Site Design Photos (Figures 1-5)
9) Proposed cross-sections
10) Typical Details (Figures 1-5) including:
a. Typical Bedform Grading Detail
b. Typical Rock Vane Detail
c. Typical Rock WalUButress Detail
d. Typical Channel Re-vegetation Plan View Detail
e. Typical Channel Re-vegetation Cross-sectional Detail
11) Site specific Planting Detail
If you have any questions or concerns do not hesitate to call.
Sincerely,
q -
~ -
Adam Williams, Environmental Specialist
Brushy Fork Environmental Consulting, Inc.
t'
Office Use Only' Form Version March OS
07-1946
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not appucanie° or ~~Nia~~.)
I. Processing
PAID
Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 13
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check o ~~C~o~1~ D
II. Applicant Information
NOV 1 6 2007
1. Owner/Applicant Information (Owner #1)
DENR • WATER QUAli7Y
Name: Appalachian State University ~~At~troRMNfATERBRANCH
Mailing Address: Office of Design and Construction PO Box 3 ~ 5 0
Boone NC 28607
Contact: Patrick Beville P.E. Project Mana eg r Design & Const.
Telephone Number: 828-262-7882 Fax Number:
E-mail Address:
2. Owner/Applicant Information (Owner #2)
Name: Chamber of Commerce
Mailing Address: 208 Howard Street
Boone NC 28607
Contact: Dr. Dan Meyer President/CEO
Telephone Number: 828-264-2225 Fax Number:
E-mail Address: danme er boonechamber.com
Page 5 of 14
3. Owner/Applicant Information (Owner #3)
Name: SC & S Future
Mailing Address: 216 Howard Street
Boone NC 28607
Contact: Julian F. Heath President
Telephone Number: 828-264-9919 Fax Number:
E-mail Address: heathathome(a~skybest.com
4. 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: Adam Williams
Company Affiliation: Brushy Fork Environmental Consulting, Inc.
Mailing Address: 1636 Brushy Fork Road
Trade TN 37691
Telephone Number: 423-727-4476 Fax Number: 423-727-4476
E-mail Address: adam e,bfec.org
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: Kraut/ Boone Creek Enhancement Project
2. T.LP. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): ASU: 2900-78-8875; Chamber of Commerce:
2900-78-8997• SC and S Future: 2900-79-8051
4. Location
County: Watauga Nearest Town: Boone
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): From US 421 S (King
Street) at New Market Center in Boone, NC, head west on King Street. Turn left onto Dermot
Page 6 of 14
Street. Turn left onto Howard Street and go approximately 35 feet to the Chamber of
Commerce at 208 Howard Street. Kraut/ Boone Creek flows directly behind the Chamber of
Commerce.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 036° 13' 6.72" N 81 ° 41' 9.27" W
6. Property size (acres): Chamber of Commerce 0.21 Acres; ASU parce10.44 acres; SC and S
Future 0.08 Acres
7. Name of nearest receiving body of water: Kraut/ Boone Creek
8. River Basin: New River
(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: Predominant land uses within the watershed include the
downtown business district, low and medium density residential, with some forested lands
(see Drainage Area Map). The project reach is located in the downtown business district.
10. Describe the overall project in detail, including the type of equipment to be used: The
Kraut/Boone Creek Bank Enhancement project (Kraut Creek) is intended to enhance 185
linear feet of this Class-C, Trout waterbody The goal of the project is to stabilize erosive
streambanks and install riparian pocket wetlands intended to moderate floodwaters in this
urban watershed.
Currentlyproject reach is vertically and laterally unstable. Proposed stabilization
methods include (but are not limited to): rock vanes, rock buttress(s), installation of
riparian pocket wetlands, and floodplain connectivity.
This Kraut Creek reach has portions with high-terrace banks. The majority of the erosion is
notably taking_place in these high-bank areas, occurring in outer bends of the stream. The
stream then appears to be depositing material in the inner bends, creating sand/~ravel bar(s).
Much of the river right portion of the project exists as an ASU student asphalt,parking lot.
The parking area and the stream are currently separated by a wood fence which will be
removed. Approximately 3300 square feet of asphalt will be removed from the ASU parking
lot and this immediate floodplain area will be graded to include lowland-pocket wetland
features. These frequently flooded wetland areas will be enhanced by the addition of
facultative - obli atg a vegetation. A 40 foot wide riparian buffer will be established in this
area and remain un-touched/mowed following_project construction, allowing native tree,
shrub, herb/ rg_ass species to thrive.
Page 7 of 14
Proposed excavation equipment includes: hydraulic thumb trac-hoe, and tandem axle dump
trucks . Being_ that Kraut Creek being is classified a Trout waterway, construction is
proposed to commence after April 15, 2008 and outside of the Trout moratorium.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to stabilize
Kraut Creek as it flows along/between the Subject Properties. The project will add rg een
space to downtown Boone and is the first of man proposed projects intended to enhance the
watershed, the natural beauty of the town, and the Appalachian State University campus.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.LP. 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.
Future Kraut Creek enhancement/restoration projects will follow along the ASU campus area,
pending future Clean Water Management Trust Fund rg ant approval.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: The Kraut Creek Enhancement
project Kraut Creek) will impact 1851inear feet of this Class-C, Trout waterbod~through
the installation of natural channel design measures. Proposed stabilization methods include
(but are not limited tol the installation of rock vanes, rock buttress(s~parian pocket
wetlands, and bankfull bench(es)/floodplain connectivity
Page 8 of 14
Much of the river right portion of the project exists as an ASU student asphalt parking lot.
The parkingarea and the stream are currentl~eparated by a wood fence which will be
removed Approximately 3300 square feet of asphalt will be removed from the ASU parking
lot and this immediate floodplain area will be graded to include lowland-pocket wetland
features These frequently flooded wetland areas will be enhanced by the addition of obligate
- facultative ve-g~etation. A 40 foot wide riparian buffer will be allowed to grow in this area
and remain un-touched/mowed following_project implementation, allowing`native tree,
shrub, herb/ rg ass species to thrive.
Once site construction within an area has ceased all disturbed buffer areas will be
immediately_seeded (temporary -annual ryegrass), matted (EC coconut matting), and
stabilized the same day. Following completion of restoration activities the banks of the
restored channel will be seeded with a native floodplain mix (permanent seed). Live stakes
and matting staples will be used to secure the EC fabric/sod-matting in these hi hg stress
areas Broadcast seeding rates will be as specified from the local nursery eg nerally 15-20
lbs/acre depending on ~ecies Native grass herb and shrub species will be planted
throughout the project reach at a rate of 320 stems/acre securing near bank areas and
providingfuture shading~to the channel. Existing woody_vegetation will be preserved to
minimize project impacts.
Precautions will be taken to keep heave equipment out of the stream channel except where
absolutely necessary to install bank stabilization/enhancement measures. Work will be
conducted in the dry to the extent practicable.
1. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
( es/no Distance to
Nearest
Stream
(linear feet Area of
Impact
(acres)
0
Total Wetland Impact (acres) 0
2. List the total acreage (estimated) of all existing wetlands on the property: 0 acres
3. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
Page 9 of 14
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
(linear feet) Area of
Impact
(acres)
Impact #1 (Sole
impact area) Kraut/ Boone
Creek Stream
enhancement/bank
stabilization
Perennial Bankfull width
~ 14 feet
l 85
0.06
Total Stream Impact (by length and acreage) 185
0.06
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredgin ,flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma)
Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
Total Open Water Impact (acres) 0
List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.06
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.06
Total Stream Impact (linear feet): 185
6. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Page 10 of 14
7. 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.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The proposed work and
associated impacts are intended to stabilize and enhance the Kraut/Boone Creek Project Reach
with minimal stream impacts. All heavesequipment will be kept out of the stream channel during
project construction except where absolutely necessary to install bank stabilization measures.
Disturbance of channel bottom and banks and equipment access areas shall be held to the
minimum necessar~to allow for bank stabilization sufficient to restore the hydraulic capacity of
the stream channel. All disturbed buffer areas will be immediately seeded (temporary -annual
rye~rass) matted (coconut/coir matting), and stabilized at the close of each construction day.
Following construction the banks of the restored channel will be seeded with a native floodplain
mix permanent seed). Live stakes and matting staples will be used to secure the EC fabric/sod-
matting in these high stress areas.
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 January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
Page 11 of 14
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strm~ide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (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.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
(919) 715-0476 to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federal/state) land? Yes ® No ^
The protect is being funded through the National Committee for the New River by a Clean
Water Management Trust Fund grant.
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at (919) 733-5083 to review current thresholds for environmental documentation.
Page 12 of 14
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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact I Multi Tier Required
3 (2 for Catawba)
1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
XII. Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
Stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Total acreage on the site exists as 0.73 acres
with impervious acreage ~ 82%. Existing impervious surfaces include commercial buildins?s and
associated asphalt parking lots. Approximately 3300 square feet (0.075 ac) of asphalt will be
Page 13 of 14
removed from the ASU parking lot and this floodplain area will be graded to include lowland-
pocket wetland features.
XIII. 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.
This stream enhancement project requires no sewage disposal.
XIV. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this anafter-the-fact permit application? Yes ^ No
XV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: No
future impacts are proposed to on-site jurisdictional areas at this time.
XVI. 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).
(Agent's signature is'valid only if an authorization letter from the applicant is provided.)
Page 14 of 14
if
designate Adam Williams of
Brushy Fork Environmental Consulting, inc. to act as my duly Authorized Agent
concerning all US Army Corps of Engineers (USAGE) and North Carolina
Department of Environment and Natural Resources (DENR) permitting regarding
the Kraut Creek Streambank Stabilization Project.
~ `~~Ct~t~kd S~ ~ayly ~ ~ /!/ ~i
~~~ ~ ~~~- ~ 9i ~
Print Name -Address -Phone Number
/~o~(o~
Date
I, Gregory M. Lovins, Interim Vice Chancellor for Business Affairs at Appalachian
State University, designate Adam Williams of Brushy Fork Environmental
Consulting, Inc. to act as my duly Authorized Agent concerning all US Army
Corps of Engineers (USAGE) and North Carolina Department of Environment and
Natural Resources (DENR.) permitting regarding the Kraut Creek Streambank
Stabilization Project.
-Address -Phone
lV ~~ -
Date
I, Dr. Daniel Meyer, President/CEO of the Boone Chamber of Commerce
designate Adam Williams of Brushy Fork Environmental Consulting, Inc. to act as
my duly Authorized Agent concerning all US Army Corps of Engineers (USAGE)
and North Carolina Department of Environment and Natural Resources (DENR)
permitting regarding the Kraut Creek Streambank Stabilization Project.
rcJ o.u~ ~`f:
Print Name -Address -Phone
Signature
~"~`F,~2-2zS-
Date
vupyuyi n lel 1 aao, ivwpieon, mc.
1 ° 1'
0. 0" W I I I I I I I I I
5. } 1 •i'1. � '� + ' t\�� ~ ' }�
�^r�'"`�
r.�-�,1 y J r r
�- � •� � ` *�l'f r 'f _ j --. _ f \
1,
. -
Z,
` 14 �ti.4 tip-
i '� ,/ ti - tip`' - �` >- r
' Ste-- - /+r/f •-'� �`� 4t '4� -' ° * • IC:-�,,�`l ���' -''-
o12
Fah
t.� 4
aj
■
- ,/ /r • • • ✓ sf f , v, y
f N1�
1
�� �
•�.` •• • + '� ori + •�• � *� ,�4 I •, 4
-.
It
wk, AL or
�-- --'� and �e •fie • ;;'"� 5• .•-,. adi
•3 ■ ' • • r
If
,- - h� t Teach rs � •. .} `•;
~-� S
/ • ,i t
+
"A�
•i
l'
'._ r, �
�,,� . � � 1, ,�'�;-, tib" .__. _, �,, ; � •
CI)
II �l yt
•. • f `` •
l� [ �t X43 ` ``'` ~
�
.
j 4 • 4 +'�
r;` � � •
-
b �
_ �` .-1 } .•'ire 1 •
■ i • � � ► •� r�•' .�Jf� r=� • ,
'fir.-
7°W -- �`fr ■ r —' , r ■ • • • •
0 1° 1' 0. 0"W 0 1°41'0. 0" 0 1° 0' 0. 0"W
Name: BOONE Location: 036013'3.63"N 081041'8.19"W
Date: 10/29/2007 Caption: ASU/Boone Chamber Kraut/Boone Creek Streambank
Scale: 1 inch equals 1000 feet Stabilization Project Location Map
vupyuyi n lel 1 aao, ivwpieon, mc.
181° 20. 0" I I I I 81° 1'0. 0" 1° 00 "
CD
Cn
f •1t• lr�//• off'.• ��/ i o• • • . �J .. • -✓� . C=1 f,4• {`•..+ + `,•y �` .5
•�.-'. `,` . • •d! •... • • .; • •+ 011
MqLC`61) •' �,
it ��a 41 ~`' ..r ,. �•, adioj''
` 1AT
Q_3220 • • _ rt'����,,�'CD
• I ♦`• ` Cn
1. i.. ` r . • • f r •rrr • r
ZD
CD
#each rs e
f
1 401
qw
_.�t•�y'�e `V1� �tl r/��, �� � ���7C�'�Ci w • •• •t
Z �''Lam,•' f/� I � ����� �� jj �``���\����JI 5 f �*'-•+• , •
o .
4ti+, �Ai' i�l to � (� �� a,� i '///1 � � r .` (J j � V �.,� . • • 4 r • • ` . � O
Cn
cli
° /,A.._ , `_�\i�`1 +j_ r; _' � ` , •..' _ f �`,1 w ,.+.,� �ti`. .rte ` • , •
It
•
81 ° 2'10.604 0 1 4 ' 0106- \iV 081041 0.00" W 0 1 46' 0106-
Name: BOONE Location: 036,13' 18.06" N 081141'20.28" W
Date: 10/31/2007 Caption: Kraut/Boone Creek Drainage Area Map (620.6 ac/0.97 sq mi DA)
Scale: 1 inch equals 1333 feet
(C) 1998, Maptech, Inc.
100
99
98
97
96
O
~. 95
~a
m
w
94
93
92 -
91 -
90
0
Kraut Creek Longitudinal Profile
- Thalweg
--~-Water Surface
i
'
j
I
I I I
~
I
I
l
';
i
ii
,,
I
~ ~
--, -I-
,
1-} -
;
~
i
~
I
l
!
i I
! ~
~
i ~1
~ t
~ ~
j ~_ I__
~
I
~
-
-
---1
~
.~
~
i ~ ~
i '
I
i f
~
,
, i i
~ I
I
~ ~
~
~
I
i -
I ~
~
~ j
~
~
I
~ I
- I
~ ~
i
i
i I i
i
i
I I;
r~. , ~
~
~ 4.... ..._. b -
I~
+ I ~
~
I I
~, I
i
~ ~1~, ~
(
-
~ I
I
I
i i
i
~
~ i
II
' ~
I I
I
i
~ ~
I
~ i I
I
j
I
~
~ !
~ ,
~ I
~
_ I ~ i j I ~
~ ~~
~,
~ ~~' ~
I ~
i ~ ~'
I i
, ~ ~ ~
~ ~ ~~
j I ~ ~ ~j ! ~
~ ~ ~~ I i i i I 1
;
i
, !
~~
~
~
~ ,
I
i
! ~
~
I
!
I ~
I
I i i
i ~
~
~
, I
~
l
~ i
I ~ `
i j
~
r-^- ~
w
~
ig` ~° ~~,,,
~
~
~
'
~~~
I,
i i
I
~
~,~
~
-
i,
M
~
j
~'
I
~
~
1
I
I
I
i ~ i I ! ~ ~ ; i ~ ~ i ~ I i
~
~ --r-- i
' ~
I
' i
~ ~ i _T
I
I
Av Sloe 2% ~ I
!
I
~
j I
I
'~ ° ' I
~ ~
I
~
~
~
I n
,
i
I
j f
~ I ~
j~
~ ~
~
j _
~ Stream Type: B4 ~
~~
~
I i ~
II !
i
j ~ ~
l I
~ ! ~
! i i ~ ~ i ~ ~ I i i i i ~
i i ~ I~ ~ I
i j I -, ' I ~ I L, i T ~ ~ ~ i !
~ ~ i I ~
, _
' ~
; '
I ~
I j
I;
.
I
~
j I ' Note: A significant rainfall event (>1") fell as the longitudinal field survey was
~ ~ I I i ~ ~ ! ~ ' ~ i
being performed which explains the dowstream rise in water surface relative to
i the thalweg elevation."' ~ ~,
~ !
I
~
I
I
I
'I
I
I
I I
20 40 60 80 100 120 140 160 180 200
Station (ft)
Kraut Creek Classification Pebble Count
110
100
90
80
c
'd 70
s
H
m
LL 60
0
m
50
:..
ea
3
~ 40
V
30
20
10
0
0.01
0.1 1
Particle Size (mm)
10
100
~~~~
Existing Kraut Creek Riffle Cross-section at Station 0+01
107
105
103
c
0
r
R
~ 101
w
99
97
95
Station (ft)
-5 0 5 10 15 20 25 30 35
Existing Kraut Creek Pool Cross-section at Sta 0+33
108
106
104
c
102
m
w
100
98
96
Station (ft)
-5 0 5 10 15 20 25 30 35
Existing Kraut Creek Pool Cross-section at Sta 0+59
Station (ft)
I
0 IV
O
NN"
y�v
C) U_
co ■
CO
a 4
J
44
C.1
CDcn
CD
--
CO
v
A,
O
O
co
LO
O
'�,000
+
Q�
+
0 IV
O
NN"
y�v
C) U_
co ■
CO
a 4
J
44
C.1
CDcn
CD
--
CO
M
O
O
co
LO
NL
'�,000
+
+
+
o
m
V
c
c
c
>
m
v
o
o
o
U
U
m
m
m
�'
V1
(n
(n
(n
0___
F-4
U
"""
N
M
I ~ S .
~~`~
w\ .
~
~
1:
~ r
`
~.t
~~
T i
~ ~
~~
R~~
~
i' ~~ ~y
~ ~.,~ ti d
1. L:
~'` ~1~. }
#,
'Y-.`
w ~. ,
~..~`',•
Y .k
~ ~ :'-,
~=~~ "~~•
j .._~.
~ Sy,PyA'~ ; '^'~ AA T
~# ~
} - W ~
w N N
r~ h r,~~~ ~ ~~ Z J W
~. ~ ~
e~ro ~ ~ I p Q O
Al' J ~' ~ Y
rn ~ per ~ ^ .
[~'^' ~sf- ° re'e rKr,, y. mot, ~~ ~ '
t ~ ~:
j'a'i ''~ T.'4 ~~ iw ~~. J
,~r.~ ~ ~c ~ Ya ~ ~ U '.
~° M ~ ~' e. I ~ I
~~,, rat ~ ~. o
~ x 1
R9i ~irFdwy n. ~' E~~.°'~r.~.~u ..'i' 1M ~'9$,kV1~
x}ia y. d {, ~x er
t
,~~.~ ~-£
~: "~ ~ r ~ ;~~~
r
., `~
r
~~~t~~ ~5i~~r 7c ~ ~r s°' O ~-n
~' " X31 T; r f'~ ~ ~ r9~~ . i ~ '~ ^ ~ ~z V
x-
'~. .~. ~`'" ~`'~/' ~, t y, - ~~ ri ` ',,~ ~ sG .yrti ..,ter ~ ~ U d
S.` ar .,~ y„_r1°~i~ ~ ~ ~~ 6~ ~,x~ `,a:- ~IORi1 0~;
-':~~. s , ~.a t.~ lei `.I. `~1^. ~fh
~...t ~ r ~~ ~-;~. ~n'W`'' mss" ~dv c' ~j h
' r r'n "k~..a~'r ` ~' , ~ i
,,~~ ~ ~ '~. ~'kr SWwYr f * ,t .v.~~„J^ ~ t x' c ley r
3
~ \ I~
o
C'1
~ \
~ o
3 ~
tl ~
i O
A 47
= Toe of the Boulder wall will be installed in the
location of the historic river left streambank -
intended not to constrict the hydraulic capacity of
the channel (see proposed cross-section @ Sta
' 0+33)
Large Black locust will be cut
N10 from ground and remain
intact
::;
,_
.~;~ ti
_ ~•,1-
~ ~+• ~~
r .S
+~ u.
~~ ~~ • ~
• a, " ,~. ,
,F
,~ ~ ~ ri ~f ~ ~+~~°'"~ ~ 8.5:~ A' + #~'~ ;mil
a! ~ ,R t~;,+ ~ ~~
:~ ~` ,~ '
- ~. ,..~
~ %°s~ .~ .w~ ~:
``= Proposed single
,_ rock vane
~ S•
~': r
i t.k. F.
., 1.
'~ ~~ .~~=` Evidence of historic river= .~`~
~•~ r ,
-~ .~,p~• left streambank exist as {
...~f~ intact-woody vegetation ' ~-
~-~ ~ . ~~
~ ~~
Drawn bye Adaro WllUar~s
NOT T^ SCALE
Dnte~ 10/30/07
yE. ,,,~h~.,;
'T ~,
figure
KRAUT/BOONS CREEK
BANK STABILIZATION ~~~
3~
PHOTO DETAIL ~
- ~I
Face of rock proposed to be Exi Ling-stable vegetation wi
front-filled and planted with remain intact
herb- grass vegetation ,~~~~ :~~ ' j w~~~~ ~Y~ ~ ~'
~ t~j/~y/ 1 ~ ~~~a ~ ~ f a i '' A ~ ~r ~t-! r ~ ~,~ {~[~`r~1q~'(„`~~~~pYTUb~ 4 _
1
;~~ +.1` ~ w tF
} ~ ,~ ;~ ~ ~
~ ! e. ~t 'Ski ~'`~ ~ .. ' j L~F~~ 'cs'
~~.- ~+ ~$ say„ "~
'-~ ~ ~ ~ ~S""X1 -'.
~ ~
~•" ~' s,~ T "T "'~ - Y ~ ."lam ~..
~ ti ERe
' ~~
' PF ~
a ~.
~~~~, 7r ~, Ril"1n 9`• , • ..'.~ Tom.. o ~dJ t t
T r ~ . +`
~~ Single rock vane - .r. y - -~=
~~~ ~f_ ~ -
~.~proposed to tie into ~. ~~= ~~
~r ,
x
,~
.: ~;~
~~boulder wall _ ~:
4 Y
~2~5°.rS,o Via. ~~ ~>i ~~~ :.w_ y I p • ke'4 ,~ ~@ ~t'Y« i.
~',~.!'f; .. ~. ~~..r ~~ .~C`~ .x:1,.4 ..ml ~~Y~.:Y;. ~~4
Legend SatasR' ~°orBe 8a~rxa®~aesalteei Coasaat~srr, l~a~.
1638 Brushy Fork Rd Trade TN 37691
ph. 423.727.4476 ce~l~ 828.73.3820
www.bfec.org
Drawn bye Adaro Wllllnns
-lntlvr ~- NOT T^ SCALE
~'~ ~~ Dates 10/30/07
figure
KRAUT/BOONE CREEK
BANK STABILIZATION
PHOTO D ETAI L
I
t:_a~•Fru+;..: ...ir._-.~~sP~.s:r-Z .. .~RY'",w~...d~~'. ti~-y~:.....o s,:~^
River right streambank will be
sloped back at 3-4: 1, covered
with coconut matting and
planted with native vegetation
Legend 8rnsa~ F®rae saviroam~atwl Coasnltia~, sac.
1638 Brushy Fork Rd11 Trade TN 37691
~~ ~. v phi 423,727,4476 celb 828,773.3820
`"~~` www,bfec,org
Drawn bye Adaro Wllllar~s
Nntlve settond NotNe tree- NIJT TO SCALE
ffnc-oeu spades snub spades Dates 10/30/07
figure
KRAUT/BOONE CREEK
BANK STABILIZATION
PHOTO DETAIL
Proposed Kraut Creek Riffle Cross-section at Station 0+01
107
105
103
~_
c
0
co
~ 101
w
99
97
95
Station (ft)
-10 -5 0 5 10 15 20 25 30 35
Proposed Kraut Creek Pool Cross-section at Sta 0+33
108
106
104
102
m
w
100
98
96
Station (ft~
-10 -5 0 5 10 15 20 25 30 35
Proposed Kraut Creek Pool Cross-section at Sta 0+59
109
107
105
c 103
0
.~
m
w
101
99
97
95
-10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65
Station (ft)
RUN POOL
c~~~F
~~ / F~~
~~F~ O RIFF ~\~
~F
~ G~~~E
F~0 POOL G~'\~ PLAN VIEW RUN POOL
W ~~
o ~ /
BANKFULL
WATER SURFACE
STREAM BED
~~ --~
PROFILE VIEW
MAX DEPTH POOL
Ssus'ay ~os>~ Bavtrom~mla®atwl Coasrasatia~, Inc.
1638 Brushy Fork Rd~ Trade, TN 37691
phi 423,727.4476 cells 828.773.3820
www,bfec.org
DRAWN BYE Adar1 WllllaMs
DATEi 11/8/2006
N^T T^ SCALE Typical Bedform
Grading Detail
FIGURE
textile F'abrl
Footer Racks
HALE
Rock Sill
The lower rock Chead rock) footer will first be placed followed by the head rock to set the initial
structure elevation, The subsequent rock Cmoving upstream) and associated footers will then be set
sighting the proposed 20-30degree bank deflection line, Rock placement follows moving upstream at
a 2-7% slope until a bankfuU elevation is reached at the end of the structure wing, A rock sill
will then be constructed perpendicular to the structure angle to prevent the formation of a
cutoff channel A trench shall be dug upstream on the bankside of the wing where non-woven
geotextlle fabric will be placed with approx. 2' of overlap; the trench will then be backfilled
with native materials and re-vegetated,
iraasBe,y Foa~]hC i8slwia~omm®sltt1611 ~>BLaW,'r1A~, $AC.
1638 Brushy Fork Rd~ Trnde, TN 37691 Ty p i c a I Roc k
ph. 423.727,4476 cells 628,773.3820 NOT TO SCALE
www.bf ec.org
DRAWN BYE AdaM WllllaMS Vane Deta i
DATE. 11/8/2006
FIGURE
2
Installation
Degraded Vertical Bank
Cross-section View
/Rock to be placed at a minimum height
~/ approx. 2-3' above the low bank elevation A 1
Low Bank Elevation
Face of rock to be front- _
~~~filled and planted ~ 111111
~' I I- C
/~
Geotextile Fabri
A
Al
Water Surface
/ Profile View
~~°`•- Lower tier of rock butress to be
i i I ~ ~ ~ `°~laced below existing thalweg elevation
anstable woody debris and preserve well-rooted vegetation
~NUTES~
~ Sloped fill to be seeded with temporary grass within 1 day of
ground disturbing activity and covered with erosion control fabric
~ Rock butress placed in a manor intended to stabilize toe of
vertical bank, not to constrict channel hydraulic geometry
iaashy' Ford[ 8aviroamsatal Cosasaltfag, Iao.
1638 Brushy Fork Rdi Trnde, TN 37691
phi 423.727.4476 cett~ 828.773.3820
www.bfec.org
Drawn bye Adnro Willlans
Dnte~ 10/31/07
FIGURE
TYPICAL ROCK WALL/
NOT TO SCALE BUTTRESS DETAIL
__
APPROX. BANKFULL
WIDTH OF CHANNEL
PLANTING WIDTH WILL VARY TO
LANDOWNER COMPLIANCE AND
PROJECT SPECIFICATIONS.
SYMBOL DESCRIPTION SYMBOL DESCRIPTION
NATIVE SOD MATTING AND/OR EROSION CONTROL FABRIC NATIVE TREE AND SHRUB SPECIES TO BE PLANTED AT
ARE TO BE PLACED ON NEAR BANK, DISTURBED AREAS A DENSITY SUFFICIENT TO PROVIDE 320 TREES/ACRE
WHEN AVAILABLE. AT MATURITY (AS SUGGESTED IN NCDWQ GUIDELINES
-TO BE SEEDED IMMEDIATELY WITH TEMPORARY RYE GRASS.
-FOLLOWING CONSTRUCTION, AREA TO BE SEEDED WITH FOR RIPARIAN BUFFER RESTORATION).
-FACULTATIVE AND FACULTATIVE UPLAND SPECIES
A NATIVE, PERMANENT GRASS/HERB MIXTURE. INCLUDE BUT ARE NOT LIMITED T0:
-MATTING AND FABRIC ARE TO BE STAKED DOWN WITH Acerrubrum, Hypericum punctatum, Michella
LARGE STAPLES AND/OR NATIVE/WOODY STAKES.
-FACULTATIVE WETLAND AND OBLIGATE SPECIES INCLUDE repens, Prunus serotina, Sphagnum affine,
BUT ARE NOT LIMITED T0:
Ainus serrulata, Carex folliculata, Impatiens capensis, Sphagnum fallax, Toxicodendror radicans,
Juncus etfusus, Leersia oryzoides, Osumunda Tsuga canadensis, Verbena hastata, etc
cinnamomea, Polygonum sagittatum, etc.
*NOTES:
-TREE/SHRUB/GRASS SPECIES LISTED ARE SUBJECT TO CHANGE DUE TO AVAILABILITY FROM LOCAL NURSERIES AND
FORESTRY SUPPLY STATIONS.
- TEMPORARY SEEDING -USE WHERE NEEDED FOR EROSION AND POLLUTION CONTROL, WHEN PERMANENT
VEGETATION CANNOT BE ESTABILISHED DUE TO PLANTING SEASON AND WHERE TEMPORARY GROUND COVER
IS NEEDED TO ALLOW NATIVE OR WOODY VEGETATION TO BECOME ESTABILISHED.
- PERMANENT SEEDING- USE IN COMBINIATION WITH WOODY PLANTINGS ON THE UPSLOPE SIDE OF THE
RIPARIAN PLANTING.
8raslttt !'ore 8a~riroam~al~i Coasnltiatl, ~aa.
1638 Brushy Fork Rdi Trade, TN 37691
phi 423.727.4476 celU 828.773.3820
www.bfec.org
DRAWN BYE Adar1 WllliaMS, BFEC, Inc,
DATES 11/8/2006
Typical Channel
Re-Vegetation Plan
NAT TO SCALE View Detail
FIGURE
4
or7binati n of N five
rees & Shrubs see
lan Vie Detail or
ecies)
O_
-F-'
d
~ ankful
W Diversio
sod-M tting or Structu e
r i n ntr F i
Footer
A W
t Rocks
ppr x,
a
e r
Surf ce
Station
~Note~
~ All disturbed areas are to be immediately sowed with
a temporary grass mixture,
~ Following site construction a native/permanent grass
mixture will be applied when avail able,
srasa~ t'ora~ aa.Lroaaa~aai Coasaltia=, a~~. Ty p i ca I C h a n n e I F I G U R E
1638 Brushy Fork Rd~ Trade, TN 37691
phi 423.727.4476 cells 828.773.3820
www.bfec.org
Re-Vegetation
Cross-section Detail
DRAWN BYE AdaM WilliaMS N^T TO SCALE
DATES 11/8/2006
Hownrd Street
Legend: ,~^~
Existing tree/shrub Y ~
Proposed tree/shrub
Totals:
dog hobble (Leucothce axillaris) = 5
Ironwood (Carpinus caroliniana) = 2
ninebark (Physocarpus opulifolius) = 12
Itea (Itea virginica) = 7
Ilex (Ilex verticillata)= 3
red chokeberry (Aronia arbutifolia) =2
sweetshrub (Calycanthus floridus) = 1
serviceberry (Amelanchierarborea) =3
silky dogwood (Corpus amomum) = 8
silky willow (Salixsericea) = 10
witch-hazel (Hamamelis virginiana)= 2
viburnum (witherod) Niburnum cassinoides)=1
Notes:
*Remove locust trees less than 6" d.b.h. --many in the way of
the overhead wire.
*If feesible during construction, keep existing lazge trees
including two black cherry, one locust, and one yellow buckeye
as shown on plan.
*Transplant rhododendron directly behind Chamber of
Commerce building to lazger azea under maple tree.
*Remove one hemlock behind Chamber of Commerce
building as necessary for walkway and stairs.
*Remove invasive multiflora rose along creek.
*Remove invasive oriental bittersweet vine.
SeeAttachment A for the following:
-Plant list for floodplain depression gazdens
-Plant list for native grasses and flower groupings
Kraut Creek Demonstration Site:
Chamber of Commerce and A.S. U. parking lot.
Planting Plan
created for Kraut Creek
Committee on March 1, 2007.
by Teresa Buckwalter, M.L.A.