20060966 Ver 1_Complete File_20060614

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
July 14, 2006
Mr. Rick Jones, President
Valley River, LLC
354 Birchfield Road
Murphy, NC 28906
Subject Property:
Middle Valley Stream Enhancement Project
Valley River - Sam Branch [040502, HIW, 1-52, C,
Tr]
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Jones:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-0966
Cherokee County
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 5,800 linear feet of stream in conjunction with proposed stream enhancement
project at the site as described within your application dated June 6, 2006, which was received by the
N.C. Division of Water Quality (DWQ) on June 14, 2006. After reviewing your application, we have
decided that the impacts are covered by General Water Quality Certification Number(s) 3495 (GC3495).
The Certification(s) allows you to use Nationwide Permit(s) NW27 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, and Non-discharge regulations. Also, this approval to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
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 5,800 linear feet PCN page 5 of 9
401 Oversght/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands
Na" Caro na
aturaPi
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Valley River, LLC ?? ? s
Page 2 of 4
July 14, 2006
Sediment and Erosion Control:
2. 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. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
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.
4. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe
within the buffer, wetland or water prior to any land disturbing activities to ensure compliance
with 15A NCAC 2B 33 and GC 3402.
5. 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.
6. General, descriptive observations must be made each year while walking through the site in order to
determine any problems areas that might be developing so early corrective actions can be taken. This
provision must be added to the monitoring plan.
7. The number of trees that will be planted for each species, or the percentage of trees that will be
accounted for by each species needs to be provided in the as-built report. An as-built report should be
submitted post-construction that provides the number of trees that was planted for each species.
Valley River, LLC
Page 3 of 4
July 14, 2006
8. Adequate sediment and erosion control measures must be used before construction and maintained until
disturbed soils are permanently stabilized. All bare soils must be seeded within fifteen (15) days of
ground disturbing activities. Erosion control matting must be used with seeding on disturbed soils in
riparian areas. It should be secured in place with staples, stakes, or, wherever possible, live stakes of
native trees. Straw mulch and tall fescue should not be used in riparian areas.
9. If concrete is used during construction (e.g., headwalls), it must be isolated from flowing water.
Water that inadvertently contacts live concrete must not reach surface waters since this can kill fish.
10. Rock, sand, or other materials must not be excavated from the stream channels except in the
immediate vicinity of the culverts. Instream dredging has severe, adverse effects on aquatic life and
disturbance of the natural form of the channels can cause erosion. The natural dimension, pattern,
and profile of the channels adjoining the permitted areas should not be modified by widening or
changing their depths.
11. Sandbags, flexible pipe, or other stable diversion structures should be used to avoid excavation in
flowing water. Materials used for flow diversions should be removed from the stream bed after
completing the construction work. Any diversion channels must be lined with fabric and/or rock.
12. Stormwater from roads should be directed to vegetated buffer areas (e.g. level spreaders) or retention
basins and not routed directly to streams as concentrated flow. Drop inlets are not allowed directly on
streams.
13. Any rock for inlet or outlet stabilization should be clean and limited to the stream bank below the
high water mark and vegetation should be used above. Rock or other materials must not be placed in
stream channels in a manner that obstructs fish passage.
14. Riparian vegetation, especially trees and shrubs, should be preserved as much as possible. Where it is
removed, native woody vegetation (e.g., rhododendron, dog hobble, silky dogwood, sycamore, river
birch, red maple) should be replanted upstream and downstream of the culverts to provide bank
stability and shading. We encourage the use of native plants that must be removed from permanently
disturbed areas.
15. All mechanized equipment operated near surface waters should be inspected and maintained regularly
to prevent contamination of stream waters from fuels, lubricants, and hydraulic fluids.
16. Hydroseed mixtures and wash-waters must not reach surface waters.
17. 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 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
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.
Valley River, LLC `
Page 4 of 4
July 14, 2006
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 or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Kevin Barnett in the DWQ Asheville Regional Office at 828-29h-4500.
AWK/Um
Enclosures: GC 3495
Certificate of Completion
Alan W. Klimek, P.E.
cc: USACE Asheville Regulatory Field Office
Kevin Barnett, Asheville Regional Office
DLR Asheville Regional Office
File Copy
Central Files
Callie Dobson Moore, Hiwassee River Watershed Coalition, Inc., 87 Upper Peachtree Road,
Murphy, NC 28906
Filename: 060966MiddleValleyStreamEnhancementProject(Cherokee)401
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Mr. Rick Jones, President
Valley River, LLC
354 Birchfield Road
Murphy, NC 28906
July 13, 2006
DWQ Project # 06-0966
Cherokee County
t
Subject Property: Middle Valley Stream Enhancement Project
Valley River - Sam Branch [040502, HIW, 1'-52, C, Tr]
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Jones:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 5,800 linear feet of stream in conjunction with proposed stream enhancement
project at the site as described within your application dated June 6, 2006, which was received by the
N.C. Division of Water Quality (DWQ) on June 14, 2006. After reviewing your application, we have
decided that the impacts are covered by General Water Quality Certification Number(s) 3495 (GC3495).
The Certification(s) allows you to use Nationwide Permit(s) NW27 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, and Non-discharge regulations. Also, this approval to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new, application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
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 5,800 linear feet PCN page 5 of 9
4010versight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone] / lntemet: htto://h2o.enr.state. nc.us/ncvvetlands
` Carolina
NNomaturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Valley River, LLC
Page 2 of 4
July 13, 2006
Sediment and Erosion Control:
2. 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. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
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.
4. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe
within the buffer, wetland or water prior to any land disturbing activities to ensure compliance
with 15A NCAC 213 33 and GC 3402.
5. 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.
6. General, descriptive observations must be made each year while walking through the site in order to
determine any problems areas that might be developing so early corrective actions can be taken. This
provision must be added to the monitoring plan.
7. Success criterion for the Riparian Buffer vegetation also needs to be stated as 260 trees per acre. This
must be modified in the monitoring plan.
8. The number of trees that will be planted for each species, or the percentage of trees that will be
accounted for by each species needs to be provided in the as-built report. An as-built report should be
submitted post-construction that provides the number of trees that was planted for each species.
Valley River, LLC
Page 3 of 4
July 13, 2006
9. 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 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
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 or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Eric Kulz in the DWQ Raleigh Regional Office at 919-791-4200.
Sincerely,
Alan W. Klimek, P.E.
AWK/Um
Enclosures: GC 3495
Certificate of Completion
cc: USACE Asheville Regulatory Field Office
Kevin Barnett, Asheville Regional Office
DLR Asheville Regional Office
File Copy
Central Files
Callie Dobson Moore, Hiwassee River Watershed Coalition, Inc., 87 Upper Peachtree Road,
Murphy, NC 28906
Filename: 060966Middle ValleyStreamEnhancementProject(Cherokee)401
Triage Check List
Date: 06/15/2006 Project Name: Middle Valley Stream Enhancement
DWQ #:06-0966
County: Cherokee
Kevin Barnett, Asheville Regional Office
To:
30-day Processing Time: 6/14/06 to 7/14/06
From: Cyndi Karoly Telephone: [phone]
El
El
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The file attached is being forwarded to you 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
11
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!

?q • 1 *r V `
B u C
k Buck Engineering
A Unit of Michael Baker Corporation
ELL 1: N c, v U I= x i << 1 C 797 Haywood Road
Suite 201
Asheville, North Carolina 28806
828-350-1408
June 12, 2006 FAX [phone]
NC Division of Water Quality
Att: Cyndi Karoly
401 /Wetlands Unit L! ? 2 Q Q 06 Q 0 6 6
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
Subject: Permitting information from the Hiwassee River Watershed Coalition, for the Middle
River Enhancement Project, Valley River, Marble, Cherokee County, NC.
Dear Ms. Karoly:
Enclosed with this letter are four (4) copies of the Pre-Construction Notification, site plans, and
details that are being submitted for regulatory review. I have also enclosed a $475.00 check for
the processing fee. As I did during EWP, I sent a copy of the permitting information to Kevin
Barnett directly to save your office the time and resources involved in forwarding it back to him.
We have also submitted this information to the U.S. Army Corps of Engineers, N.C. Wildlife
Resources Commission and N.C. Land Quality Section for their review. We are providing this
information for your department's consideration and comments relative to 401 permitting.
We believe that this project is exempt from the need for an approved erosion control plan or a
trout buffer waiver because it involves work on agricultural lands and is being done for the
landowner with grant funding. Even though an approved erosion control plan is not required we
have included a number of erosion control best management practices on the attached plans, in
order that we can meet the normal erosion control objectives. We are working in waters that
support both trout and sicklefm redhorse sucker populations. Because fall and winter are the
more sensitive times for trout, and spring and early summer are more sensitive for suckers, we are
attempting to get permitting issues completed and proposed repair work done between July 17
and October 1, 2006. We believe the stream enhancement plans we are presenting for this site
will result in an improvement to existing aquatic habitat and will promote more stable channel
conditions in the long-term.
Thank you for your consideration of this request. If you have any questions, please contact me as
soon as possible at 828-350-1408 ext. 2002 or 828-734-7445.
Sincerely,
Micky Clemmons
Senior Environment Scientist
D
JUN 1 4 2006
UENR - V`JA't ER C2UAUTY
MTLANDSANp STORAtydATER BRANCH
Challenges.
Office Use Only: Form Version March 05
20Q6?G968
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing _
1. Check all of the approval(s) requested for this project:',
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 27
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 detail check e•
II. Applicant Information L9 L9 YM 5
JUN 1 4 2006
Owner/Applicant Information
Alin€i= WA}ck Q+I/i?ITl'
Name: Valley River LLC W-14
Mailing Address: Mr. Rick Jones, President
354 Birchfield Road
Murphy, NC 28906
Telephone Number: [phone] Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Callie Dobson Moore Executive Director
Company Affiliation: Hiwassee River Watershed Coalition Inc
Mailing Address: 87 Upper Peachtree Road
Murphy NC 28906
Telephone Number: 828-837-5414 Fax Number: 828-837-5414
E-mail Address: hrwcoalition(iOrmemc.net
updated 11/1/2005
Page 1 of 9
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: Middle Valley Stream Enhancement Project
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 552504522275000
4. Location
County: Cherokee Nearest Town: Andrews (Marble community)
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): The site is located 0.6
miles west of the intersection of US Highway 19-74 and NC Highway 141, on the right of the
hi away. The site is located on the left bank from the first bridge past the intersection on US
Highway 19-74 to the second bridge.
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): 35.1669 ON 83.9325 °W
6. Property size (acres): 157.9 Acres
7. Name of nearest receiving body of water: Valley River
8. River Basin: Hiwassee 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: This site is used as pasture for livestock and as a hay field.
Most of the property is a grassed field. There are trees of vardpg densit?alongithe stream
corridor. The upper end of the stream has only a few trees along the left bank of the stream.
Updated 11/1/2005
Page 2 of 9
)roves in the middle reach and
reach. Most of the trees at the lower end are young, but there are a few very large sycamore
and popular trees scattered within the buffer. Much of the lower buffer has dense stands of
multiflora rose and other nonnative species. The land around this property is being
developed for large homes.
10. Describe the overall project in detail, including the type of equipment to be used:
Enhancement activities proposed for this site include: establishing a conservation easement
along the left bank and those parts of the right bank owned by Valley River, LLC, grading
bankfull benches in areas where the channel can no longer access its floodplain, installing
vane structures to protect unstable stream banks, grading and planting unstable stream banks
to provide long-term stability. Woody debris will be added to improve habitat for sickfin
redhorse suckers and other fish. Nonnative vegetation will be removed and native vegetation
planted throughout the easement area . This work will require the use of track-hoes with
/hydraulic thumbs a bulldozer for grading and dump trucks to haul materials at the site.
11. Explain the purpose of the proposed work:
The purpose of this project is to establish a conservation easement on this section of the
Valley River, to make the stream banks more stable and to improve fish and wildlife habitat.
Stream enhancement work will be done to provide bankfall flows access to the floodplain, to
improve aquatic habitat for a rare fish species and to repair damaged stream banks that are
unstable. The existing instability will continue to cause loses to private property and to public
resources by degrading water quality and other natural resources. An old bridge abutment
will also be removed to alleviate the potential for a blockage.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of, the same T.I.P. project, along with
construction schedules.
To our knowledge hermits have never been issued for work at this site.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No
updated 11/1/2005
Page 3 of 9
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 form' 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: Impacts from this work will be
minimized whenever possible. However, to accomplish these needed repairs impacts may be
realized from temporary increased turbidity when boulders or woody materials are installed
and from temporary loss of vegetation. Long-term impacts will be an increase in stream
bank stability, increased hetero eg neity of instream habitat, and improved vegetative cover.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
s arately 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)

Total Wetland Impact (acres) 0
List the total acreage (estimated) of all existing wetlands on the property: 1.8 acres
(Includes Donds and associated fringe wetlands.)
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,
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.
Updated 11/1/2005
Page 4 of 9
Stream Impact
Perennial or Average Impact Area of
Number Stream Name Type of Impact
Intermittent? Stream Width Length Impact
(indicate on ma Before Impact linear feet) (acres)
1 Valley River Grading of streambanks Perennial 90' 5500 6.3
Grading of streambanks ,
15
'
2 Sams Branch and realignment of Perennial 300 0.6
channel
Total Stream Impact (by length and acreage) 5800' 6.9
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, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma Name of Waterbody

( applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)

Total Open Water Impact (acres) 0
5. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 6.9
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0
Total Stream Impact (linear feet): 5800
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.
2 ponds and frinize wetlands around the pond exist on the property; however, no work
associated with this project will occur in or near these ponds.
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.):
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:
Updated 11/142005
Page 5 of 9
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 nature of stream
enhancement and restoration work requires that the work be done as described. To minimize
potential impacts we will be clearing and grubbing only that amount of stream bank that can be
graded seeded and matted by the end of the following day. All staging areas and soil stockpile
areas will be separated from flowing water by grass buffer strips and silt fencing.
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
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/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
Updated 11/1/2005
Page 6 of 9
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
[phone] 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 of Non-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 (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
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 [phone] to review current thresholds for environmental documentation.
Yes ? No
3. 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.
Updated 11/1/2005
Page 7 of 9
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
(square feet) Multiplier; Required
Mitigation
1
2
Total
* Zone 1 extends out 30 feet perpendicular from the top of the 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, 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)
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.
The existing site is 100% pervious and will remain so after the project.
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.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
Updated 11/1/2005
Page 8 of 9
X1V. 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.ne.us/ncwetlands. If no, please provide a short narrative description:
XV. 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).
We are aware of both the trout water moratorium and the sicklefin redhorse spawniny,
moratorium and hope to start this work after Jul 1 and be finished before October 1, 2006.
(0- (0- 200 (ro
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 9 of 9
o t ?
FROM :HRWC FAX NO. :828 837 5414 Jun. 09 2006 08:48AM P2
k. ' ' -
Hiwassee River
-i Watersbed Coalition' -Inc..
, ..
87 Upper Peachtree Road, Murphy. W z"'# Phone/F0r. 828437-5414 _• hEtpJ/ww 1r*C r1et
To Whom It May "Concern:
I, Rick Jones acting on behalf of Valley River LLC, owner of a parcel of land adjoining the•Valley
• River at Ivlarble,'N.C.? attest 6.1he Atci-"t7 am w?rkixig zwwie kwassee River Watershed .
• . =. is _?'L.L}:, f°4r.,--_. :+r 4.,,. ;ro i ?. _.Z ? s
Coalition (HRWP "a S?treahi•E a peu_ipat }irQ;leef _on?iiY. AroPe?3'- I und erstand that
Buck Engineering `aft ;bf Mcha?ed Ba `C.%pora im..'a f_i the Tiv?ssee River Watershed
- 4 > ? ti --,, ' ?v_'':. :-?,C i'<'? . •ti'tl i!'.? " a .ice"',-•" :..
Coalition have ehtere' jM"i? a.on Marioi ship . .ems. 3,u";1k_`E gi Bering is providing
r
professional? engineenrtg-ser?iees and?pemiittang Wssistance??.irr support of ie ?5trbauri
Project I enders d`?a the fIRVC?vi Ialct'-as f ie;a ent,fi `tom latidowUet-flar the purpose of
' accomplishing thiswvb`rIC:Lspecrallyaee that ekri`1ciees oIR'G;znataet3iose actions-
;Division
l' froai'rhe S, . C fE>3gmeers, W.
Y oz,s"o f_;
necessary to obtain environinenta i?
j`a'i' .
of water Quality, and N. G?=iv?sio?if L,ridQuality'fottiio?e._:-
Valley River LLC ?:' c-` ' s" -r u i ;.:.r'.. _ C ': .•,,?
Rick Jones, Presidept - -
Date: ?,... ----- ; - '- - '? : •_
Valley River LLC: '
Mr. Rick Jones, President; =
354 Birchfieid Road _
Murphy, NC 28906 ,
•Tbe Hlv=w Dion vatencbsd Coale *x worAs to Ad?tats' matar kw &y i r?vFe?reatr lb mrgb edsra?tio?r =d ooktirtmy
nsrtoration prop nrr in Aye Hiantne Rtsw au8ished ab ze A, pabr&a dam, ski Temu and Ylmm avm*a rar GOPW4 axd'
Cheroka es acid Clay mra ar in I1Torth Cam &a. - 0% pmmonsuw waste, drloikWSea ekwh,

LiV
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. g 6
(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:
® 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 27
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 oastal Management Area of
Environmental Concern (see the top of page 2 for further det ere(:: El
II. Applicant Information L/
o JUN zap 0
1. Owner/Applicant Information Y}? ?N/ 6
Name: Valley River LLCi'1s???,f??trg,
Mailing Address: Mr. Rick Jones President ?Ye
354 Birchfield Road
Mur)hv. NC 28906
Telephone Number: [phone] Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:_ Callie Dobson Moore, Executive Director
Company Affiliation: Hiwassee River Watershed Coalition Inc
Mailing Address: 87 Upper Peachtree Road
Murphy NC 28906
Telephone Number: 828-837-5414 Fax Number: 828-837-5414
E-mail Address:_ hrwcoalition(a_),brmemc.net
updated 11/1/2005
Pagel of 9
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 properly
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: Middle Valley Stream Enhancement Project
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 552504522275000
4. Location
County: Cherokee Nearest Town: Andrews (Marble community)
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): The site is located 0.6
miles west of the intersection of US Highway 19-74 and NC Hi gl iway 141, on the right of the
hi hwav The site is located on the left bank from the first bridge past the intersection on US
Hi way 19-74 to the second bridge
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): 35.1669 ON 83.9325 °W
6. Property size (acres): 157.9 Acres
7. Name of nearest receiving body of water: Valley River
8. River Basin: Hiwassee 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/mays/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: This site is used as pasture for livestock and as a hay field.
Most of the property is a grassed field There are trees of vayg density along the stream
corridor. The upper end of the stream has only a few trees along the left bank of the stream.
Updated 11/1/2005
Page 2 of 9
The density improves in the middle reach and is even thicker at the lower end of the project
reach. Most of the trees at the lower end are young, but there are a few verge sycamore
and popular trees scattered within the buffer. Much of the lower buffer has dense stands of
multiflora rose and other nonnative species. The land around this property is being
developed for large homes.
10. Describe the overall project in detail, including the type of equipment to be used:
Enhancement activities proposed for this site include: establishing a conservation easement
along the left bank and those parts of the right bank owned b?Vallgy River, LLC, grading
bankfull benches in areas where the channel can no longer access its floodplain, installing
vane structures to protect unstable stream banks grading and planting unstable stream banks
to provide long-term stability. Woody debris will be added to improve habitat for sickfin
redhorse suckers and other fish. Nonnative vegetation will be removed and native vegetation
planted throughout the easement area . This work will require the use of track-hoes with
hydraulic thumbs a bulldozer for grading and dump trucks to haul materials at the site.
11. Explain the purpose of the proposed work:
The purpose of this project is to establish a conservation easement on this section of the
Valley River, to make the stream banks more stable and to improve fish and wildlife habitat.
Stream enhancement work will be done to provide bankfull flows access to the floodplain, to
improve aquatic habitat for a rare fish species and to repair damaged stream banks that are
unstable. The existing, instability will continue to cause loses to private property and to public
resources by degrading water quality and other natural resources. An old bridge abutment
will also be removed to alleviate the potential for a blockage.
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 j the same T.I.P. project, along with
construction schedules.
To our knowledge permits have never been issued for work at this site.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No
updated 11/1/2005
Page 3 of 9
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.
1. Provide a written description of the proposed impacts: ! Impacts from this work will be
minimized whenever possible. However, to accomplish these needed repairs impacts may be
realized from temporary increased turbidity when boulders or woody materials are installed
and from temporary loss of vegetation. Long-term impacts will be an increase in stream
bank stability, increased heterogeneity of instream habitat, and improved vegetative cover.
2. 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)

Total Wetland Impact (acres) 0
List the total acreage (estimated) of all existing wetlands on the property: 1.8 acres
(Includes ponds and associated fringe wetlands.)
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,
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.
Updated 11/1/2005
Page 4 of 9
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact ?
Intermitt ent? Stream Width Length Impact
(indicate on ma) Before Im act linear feet) (acres)
1 Valley River Grading of streambanks Perennial 90' 5500 6.3
Grading of streambanks ,
2 Sams Branch and realignment of Perennial 15 300' 0.6
channel
Total Stream Impact (by length and acreage) 5800' 6.9
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, dredging, 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
5. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 6.9
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0
Total Stream Impact (linear feet): 5800
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.
2 ponds and fringe wetlands around the nond exist on the property: however. no work
associated with this project will occur in or near these ponds.
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.):
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:
Updated 11/1/2005
Page 5 of 9
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 nature of stream
enhancement and restoration work reguires that the work be done as described. To minimize
potential impacts we will be clearing and grubbing only that amount of stream bank that can be
graded seeded and matted by the end of the following day. All staging areas and soil stockpile
areas will be separated from flowing water by grass buffer strips and silt fencing.
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; 11 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 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/strrngide.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
updated 11/1/2005
Page 6 of 9
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
[phone] 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.htrn. 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 of Non-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 (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
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 [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.
Updated 11/1/2005
Page 7 of 9
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
213 .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* (s uare feet) Multiplier; Mitig ton
1
2
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please
Donation of Property, Riparian Buffer
Riparian Buffer Restoration Fund). Ple
within 15A NCAC 213 .0242 or.0244, or
discuss what type of mitigation is proposed (i.e.,
Restoration '/ Enhancement, or Payment into the
ase attach all appropriate information as identified
.0260.
XI. Stormwater (required by DWQ)
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.
The existing site is 100% pervious and will remain so after the proiect.
XH. 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.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H
Yes ? No
Is this an after-the-fact permit application? Yes ? No
0500) or any Buffer Rules?
2
Updated 11/1/2005
Page 8 of 9
XIV. 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.ne.us/ncwetlands. If no, please provide, a short narrative description:
XV. 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).
We are aware of both the trout water moratorium and the sicklefin redhorse spawning
moratorium and hope to start this work after July 1 and be finished before October 1, 2006.
CO - (D- -2-00 CO
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 9 of 9
FROM :HRWC FAX NO. :828 837 5414 Jun. 09 2006 oe:48AM P2
Hruvassee Rjvei.'.
-? Winter-shed Coalition; lnCo
87 Upper Peachtree RoW, Murphy, NC 2890,6 ? Phon AW. 8-28437-5414 ? 3tttpVA~Irwr net
To Whom It May Concern: '
I, Rick Jones acting on behalf of Valley River LLC, owner of a parcel of land adjoining the. Valley
r River at Marble'," .C.,,,attest the facithitl am wDr g Zvi ?iwassee River Watershed .
,• ,. , y:
Coalition aIRWG = carryout"a Sit eahi-E i ez ipat a;?ecf on Y. property. I understand that
P't
Buck En i eerie- , a f7V Ri W-edrB,'a pora440'i?the-?Iivgassee River Watershed
Coalition haVt chured'-iii at`co ?0!A i_onsffip vbe tid.. Buack`E#gmeering is providing
• ''-.: is
an,peiirrifti g s'sistaiice iff support oflie'Stream-Enhancement
professiona]'engnieenitg se ices
: i1
Project underst8iiidw`tatlie I C ?v at as e`;a esit,cr: `i Jatidovieri# t1e of ose
' accomplishing thiswvtirk specifically ?Q?QQ t1iiat exx_iA ee?s.O.M.VU :riima i?fik th* actions-
C: Division
necessary to obtain environutentai nn_ its fr_ om't :: _ R. ,s:gfEngineers, N.
y
J_
of Water Quality, and N. G: ivisioYr of Iadd Qt i.+'10, its .6je .?-
Valley River LLC=° :s w. ?r : , ;_?? '.`•::,.1
Rick Jones, Presidept - - ,
Date:
Valley River LLC : '
Mr. Rick Jones, President !
3s4 birchfield Road
Murphy, NC 28906 f
The Hdmauss Itraer Vaten6sd Coatitka sw , to faci&wr wakr fpara&Y 4prvyrmrecw tb vfrgb tdsw0on aAd aolmtmy '
M&= wii pqg aw sn Ax Hiawze Riser xuAwzW ohmApalatia dam, within 7ewu Ord Union cvrar*aan Gsergia axd-
Cllerokw and Clay mtattiu ix North C" &a. ?,
Alt Iw% posE t,mer waste, *0i6Je bea Dleachw?
BAKER ENGINEERING NY, INC. REFERENCENUMBER 3007435
ELMSFORD, NEW YORK DATE 6-8-2006
VENDOR NUMBER 17329 RALEIGH-1
VOUCHER INVOICE DATE
8-JUN-200 INVOICE NUMBER
401 PERMIT INVOICE AMOUNT
$475.00
???Q QQ DISCOUNTS

J6S PREVIOUS PAYMENTS NET AMOUNT
$475.00
TOTA4475.00

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LEGEND ° ~ N 8
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D1 wads PROPOSED TRIBUTARY R '-'-l /1 0 EALIGNMENT j / 1 0
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` ~ - Random Boulder Clus o °o m ter o i i ~ TRIBUTARY 2
~ - ~ - - ~ ~ ~ WORK SHOWN ON THIS BANK D3 Boulder Toe Protection a 9 m 8
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EXISTING CHANNEL _ _ _ _ _ _ _ CROSS~ECTION
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GRADE (TYP) { , _ - _
~ 25.0' MiNBvNM ~ ~ -
2a 4.0' MINIMUM 1 ~ 10.5' Wbld' 4.0' MINIMUM 2a
-2{75' s.0 2.75' 1
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NO MATTING BELOW BANKFULL THIS SIDE OF CENTERLINE, Q ~ a ONLY TEMPORARY AND RIPARIAN SEED MIX SHALL BE INSTALLED. L 3
I
TYPICAL POOL SECTION File No.
FOR POOLS BETWEIN ~ ry~~-PfO d"~ 4
STA.1+50 TO STA. 4+82 (FOR LEFT-TURN MEANDER, LOOKING DOWNSTREAM) SCALE (FT)
f]rawing Sheet No.
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Fle No. HORIZONTAL SCALE (FT) roprraos.dwg
2
VERTICAL SCALE (FT) Drawing Sheet NO.
Sheet 10 of 15

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i --I---_ -.._._..1.._~.. - _ Sheet 11 of 15

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AT LO LOWEk BANK
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}
DATUM DESCRIPTION t1 r W
HORIZONTAL ANO VERTICAL POSmONING FOR THIS AREA OF WORK ARE ASSUMED 1~ t R AND BASED ON IACAL DATA ELEVATIONS ARE NOT REIATNE TO THE REST OF L~ R ~E Z ~I Z Q W
\ `ALA ROOT WAO 1HE PROJECT. CONTROL POINT BCP-tU (EIF/ 100.0') IS REHAR MONUMIENTED V WIfH A MARKER SUKE ANO PUGGING. ROOT WADS U1 U
~UZ CD
BASEFLGW WATER SURFACE Z CC Z W _
W W W
0 EXISTING TREE Q w >0~W
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U.S. 1974 R.O.W dw0 n~0 NL X22 \ fn n a
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File No. MVupstream.dwg \ 5 1
SCALE (FT)
13d 10g Sheet No.
Sheet 12 of 15
_ _ _ _

6' TRENCH COIR FlBER MATTING
TOP OF STREAMBANK EROSION CONTROL MATTING FLDOO PWN OR VEGETATED GEOLIFf TOP OF BANK
----~-----T STAKE (lYP) m 0
7 ,
I TOE OF STREAMB.ANK BASEFLOw
6' TRENCH
NQffS: t) BANKS SHALL BE SEEDED AND MULCHED ...:..:.::.i:..:..:..; ~ 0 N LL
PRIOR N INSTALU110N OF MATTING TOE OF STREAMBANK 2) IMTTING SHALL BE PLACED ACCORDING TO 0 E FOOTER LOG > 72' DWAEfER a Y
- MANUFACTURER'S SPECIFICATIONS 3) MATTING SHALL BE STAKED IN DWAOND PATTERN INSTALLED BELOW STREAM BEO _ 10-15 FEET LONG `m
4) AT TOP OF BANK AND TOE OF BANK, MATTING CHANNEL BED SHALL BE PLACED IN 6' DEEP TRENCH, STAKED, >10' DIAMETER ~ ~
MATERIAL B4CKFlLLED, AND COMPACTED NOTE: CROSS SECTION VIEW B
DRNE POINT METHOD: SHARPEN THE END OF THE lGG WITH A CHAINS m ~ L G THE lOG WRH A CHAINSAW BEFORE 'DRNINC' 0 0 D $
STAKE (lYP) R INTO THE BWK. ORIENT ROOT WADS UPSTRI STREAM FLOW MEETS THE ROOT WAO AT A 90- RIEM ROOT WADS UPSTREAM SO THAT THE THE ROOT WAO AT A 90-DEGREE ANGLE, DEFLECTING
THE WATER AWAY FROM THE BANK. A TRANSPL ~ ~ BE PLACED ON THE DOWNSTREAM SIDE OF THE 6' TRENCH IS FORMED BY THE R00T WAD. THE BOULDER g THE BANK. A TRANSPLANT OR BOULDER SHOULD * N OWNSTREAM SIDE OF THE ROOT WAO IF A BACK EDDY m
I 4'K3'K7. )OT WAD. THE BOULDER SHALL BE APPROXIMATELY ~ o~ 0 ~ ~ m~-~ ~ ~ z 9"~'
- - TRENCHING MEHOD: IF THE R00T WAD CANNOT BE DRNEN INTO hil TOE OF STREAMBANK TO BE RECONSTRUCTED, THE TRENCHING METH( JNOT BE DRNEN INTO THE BANK OR THE BANK NEEDS \ ~ ~ g r1~
THE WOOD STAKE SHALL BE THE NORTH AMERICAN METHOD REQUIRES THAT A TRENCH BE EXCAVAI GREEN ECO-STAKE OR APPROOVED EOUNALENT PORTION Of THE ROOT WAD. IN THIS CASE, A I D, THE TRENCHING MEfH00 SHOULD BE USED. THIS a rc~ 1 M AT A TRENCH BE EXCAVATED FOR THE LOG W =m I i WAD. IN THIS CASE, A FOOTER LOG SHOULD BE ~ W omN
WffH THE FOLLOWING DIMENSIONS: INSTALLED UNDERNEATH THE ROOT WAD IN A TI ' TO THE BANK AND WELL BELDW THE STREAMBE H THE ROOT WAD IN A TRENCH EXCAVATED PARALLEL ~ Z q m :LL BELDW THE STREAMBED. ONE-THIRD OF THE c L ~ %
LEG LENGTH 71.00 IN 27.94 CM ROOT WAD SHOULD REMAIN BELOW NORMAL 8A! - HEAD WIDTH 1.25 IN 3.18 CM :MAIN BELOW NORMAL BASE FLOW CONDITIONS. m ~ =ya4
HEAD THICKNESS 0.40 IN 1.02 CM TOP OF STREAMBANK ~ LEC WIDTH 0.60 CJ 1.52 CM APERED TO POI a zo Wn
- LEG THICKNESS 0.40 IN 1.D2 CM EROSION CONTROL TOTAL LENGTH 12.OD IN 30.48 CM R00T WAD R00T WAD
_ - MATTING 6' TRENCH BOULDER FOOTER LOG
PLAN VIEW DRNE POIM METHOD ~
PLAN VIEW w
1 0
EROSION CONT 2 R0~ MATTING D1 a
D1 Z ROOT WADS W
~U ~U?
DO NOT REMOVE LEADER i.D' M Z i.D' MIN. SOUARE CUi T > 2 O J
THIN BRANCHES AND FOLMGE BY 1/3 RETAINING PRUNE PROPORTIONATELY TO COMPENSATE OP ~ ZW TOE OF SLOPE 1 j W Y
NORMAL TREE SHAPE ~ppp FOR REDUCTION OF ROOTS AND TO PROMOTE NATURAL CHARACTER OF GRO 1.0' MIN. BUDS PDIMING UPWARD J ~ ~ W W
BASEFLOw Q ~ W ~ v
TOP OF STREAMBANK CHANNEL BOTTOM } U REAMBANK ~ ~ ~ ~ ~ 1/Y MIN. DIA. W
1REE OR SHRUB SHALL WATER RETENTION RING J 2' - 3' ~
BE INSTALLED SO THAT 1 8 TREE OR SHRUB SHALL BE OF THE ROOT BALL WILL FINISHED GRATIE INSTALLED SO T}iAT 1/B OF CROSS-~ CROSS-SECTION VIEW W J
BE ABOVE FlNISHED GRADE THE ROOT BALL WILL BE ABOVE FlNISHED GRADE
WATER RETENTION RING MULCH FlNISHED GRME MULCH ANGLE CUi 30'-45'
COMPACT BACKFlLL y r
COMPACT BACKFlLL
f"-K~ HEADING CIR -~-K~ THINNING CUi TOP OF 51REA)ABANK LIVE STAKE DETAIL o
TREE OR SHRUB PLANTING DETAIL TREE OR SHRUB PLANTING DETAIL GROUND LEVEL SLOPING GROUND PRUNING CUTS 0
O. '..:..'.Q '.'.'.O.'.'. .':.'.'.Q'.'.'.'.'.'.'.'..'.'.'...'. TOE OF SLOPE W 1. STAKES SHALL BE CUT AND INSTALLED ON THE SAME DAY. ~ ~
flOODPWN BENCH .O'.'.'.'. " " " ~ 2. STAKES THAT HAVE BEEN SPLR SHALL BE REJECTED W O V O .
SHRUB SHALL BE AND NOT USED FOR CONSTRUCRON. ~ U ~ 1O c~~ 3. STARES SHALL BE INSTALLED WRH BUDS POINTING UPWARD, D Q ? D ~ N ~ D 3 ~~t`
4' NULCH INSTALLED SO THAT 1/8 OF PLANTS MAY BE P(ANiED EffHER BEFORE THE ROOT BALL WILL BE OR AATER MULCHING OPERATION WATER RETENTION RING OVE FlNISHED GRADE 4. STAKES SHALL BE INSTALLID PERPENDICULAR TO BANK. N Z r m 5, STAKES SHALL BE 7/2 TO 2 INCHFS IN DIAIAETER AND 2 TO 3 FT LONG. ~ W ~ U U ~
FlNISHED GRADE ~ ~ ~ FlNISHED GRADE MULCH CHANNEL 6. STAKES SHALL BE INSTALLED WRH 1/3 OR 1/5 OF STAKE AND AT LEAST W ~ ro ? N BOTTOM 2 BUDS REMNNING ABOVE GROUND. d ~ ] 0. m
7. STAKES SHALL BE PLANTED FROM TOP OF B+WK TO TOE OF SLOPE d W Q L O'.'.'. '.'.'..o... ,3.0', . 0 a n c
SCARIFY TO . '.'.Q '.'.;.;.0. A MINIMUM DEPTH OF 5' OR 2' DEEPER THAN CONTAINER 2' COMPACT BACKFlLL g f/W1U j~L N ^ 0_
SCARIfY BED TO A OEPiH OF 5' H- 'Q"."` GROUND COVER PLANTING DETAIL SHRUB BED PLANTIN G DETAIL 3
PLAN 1 PLAN VIEW File No
3 298Celails.riwg
PANT INS 4 TA~LATI O N
D1 D1 DIVE STAKING Drawing Sheet No.
Sheet 13 of 15

I~'/'~i BOTTOM
WIDTH OF CHANNEL FLOW BANKFULL HEADER ROCK
a 27-30' + FLOW ~ ~ 4R TO 75 SLOPE 0 0 0 S ry ry N
~ ~ STREAM BED FLOW A m C6 o, FLOW ro 0
y - BACKFlLL IXGVATED FOOTER ROCK 3 (DN SITE ALLLMUM 3 ) NANRAL STONE SCWR ROOL f
!SCOURf CLASS A I POOL ; X57 STONE ROOT WADS
PROFILE VIEW c 3
LL C
E E m"
p GPS VATS SCOUR POOL PER BETWEEN BOULDERS DIR TION OF ENGINEER BOULDER (TYP) U ° 'm `h CROSSING ROOT MASSES N NOT SHOWN FOR CLARITY f Q
X57 STONE HEADER ROCK BACKFlLL STREAMBED
BOTTOM WIDTH (ON-SITE ALLUVIUM) $ $ °o c m 3 v 2
FLOW o O U
PLAN VIEW FOOTER ROCH FlLTER FABRIC
t' I'_q• NATURAL STONE PROFILE ~m0W
CLASS A NOTES FDR A vnuc STRIIrTi SECTION A - A' FLAN VIEW PLAN VIEW BOULDER (TYP) z
1. BOULDERS MUST BE AT LEAST 4' x 3' x 2'. (ONLY REFERS TO BOULDERS USED IN VALLEY RNER REACH) 2. INSTALL FlLTER FABRIC FOR DRNNAGE BEGINNING AT THE MIDDLE OF THE HEADER ROCKS AND g L a -at
EXTEND DOWNWARD TO THE DEPTH DF THE BOTTOM FOOTER ROCK, ANp THEN UPSTREAM TO A MINIMUM OF TEN FEET. t. LOG SHALL BE A h w NOTES #4 REBAR E w ~ odg I. LOG SHALL BE A HARDWOOD SPECIES AT LEAST 10' DIAMETER, o z e m
3. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS AND PUCE FlLL ON REUIIVELY STRNGHT, A UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STREAMBANK. 2. SOIL SHALL BE WD 4. START AT BANK AND PLACE FOOTER ROCKS FlRSi AND THEN HEADER 3. ALL BOULDERS USE RELATIVELY STRAIGHT, AND RECENTLY HARVESTED. m 2. SOIL SHALL BE WELL COMPACTED AROUND BU 0 0
5. CONTINUE WITH STRUCNRE, FOLLOWING ANGLE AND SLOPE SPECIFICATIO(NS.) ROCK. BOULDERS USED IN VAl 6. AN EXTRA BOULDER CAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT. 4. WHERE TREES OVEE 3. ALL BOULDERS USED SHALL BE 4'X3'X2'. (ONLYDREFERSPORTIONS OF LOG. n z Z t4 L z n a BOULDERS USED IN VALLEY RIVER REACH) a w n
7. USE NANRAL STONE CLASS i TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS, AND NANRAL STONE CLASS A ROD BENT AND DRNEN TO FlLL GAPS ON UPSTREAM SIDE OF NANRAL STONE CLASS 1 . 4. WHERE TREES OVERLAP THEY SHOULD BE DRILLED AND A /4 REBAR ROD BENT AND DRIVEN THROUGH THE TWO TRUNKS AS SHOWN AT RIGHT.
B. AFTER ALL STONE HAS BEEN PLACED, FlLL IN THE UPSTREAM SIDE OF THE SIRUCNRE WLIH ON-SRE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER ROCK.
9. START SLOPE AT 1/2 TO 2/3 BANKFULL STAGE.
H U
1 W O
D2 J-HOOK R 2 OCK VANE Of
D2 CONSTRUCTED LOG JAM Z W
MU
~ Bpttpn ; eprrpn WI?TH OF WIDTH OF BANKFULL w0
CHANNEL , CHANNEL ER zw -
w -II I"- a ~ EADER ROCK FL1OW F FLOW ~y TOP OF STREAMBANK / BANKFULL ELEVATION
~ 1 ~ 4x TO 10% SLOP -I y 7 W W Y J w w p W ~-I I=III m - w W 0
~ 0' TO 3 ~ STREAMBED ~ I m ~ Y o 0 q x BACKFlLL 2 p O FLOW I I~ I
(ON-SITE ALLUVIUM) FOOTER ROCK ~ y M FLOW A T o' s~~ =III=II w U J p J
N w 57 STONE FlLTER FABRIC SCOUR OOL ; I NATURAL STONE CLASS A 1.0' LOG BURIED IN STREgMBANK s STREAMBED AT LEAST 3' >
N I N PROFI- LE VIEW I SCOUR 1 W z z x J
POOL i X57 STONE HEgp~ ROCK 1.5' END OF LOG BURIED BELOW STREAMBED -1.5' AND PINNED WITH 2 BOULDERS
BACKFlLL STR EO (ON-SITE ALLUVIUM) 2.0' BURL PROFILE VIEW
~ ~ ED NO GAPS ~ FlLTEI FILTER FABRIC SHALL EXTEND AT LEAST 6' UPSTREAM
BETWEEN E%CAVATEO SCOUR POOL NJp BURP BOULDERS PER DIRECTION OF ENGINEER FOOTER ROCK Chl4N AND SHALL BE NAILED TO LOG USING ROOFING NAILS. BURP FILTER FABRIC WITH MATERIAL EXCAVATED FROM CHANNEL
PLAN VIEW FlLTER FABRIC i
t' '_2' NANRAL STONE I E%CAVATE~ CLASS A SCOUR `POOL MIN. 0 NOTES• W
NO c FOR A I yAN cTaurnlarc S ECTION A - A' INro Ls.o' t. 1 BOULDERS MUST BE AT LEAST 3x2xi'. (ONLY REFERS TO BOULDERS USED IN SqM BRANCH REACH) LOG MIN. 8' DIA. POST DRIVEN 1. LOG SHALL BE A HARDWOOD SPECIES INTO SOIL AT LEAST 3' AT LEAST 8' DIAMETER. W '0 BELOW RELATIVELY 1 STRAIGHT , AND RECENTLY HARVESTED.
2. INSTALL FlLTER FABRIC FOR DRNNACE BEGINNING AT THE MIDDLE OF THE HEADER ROCKS AND EXTEND DOWNWARD TO THE pEPTH OF THE BOTTOM FOOTER ROCK, ANp THEN UPSTREAM TO A MINIMUM OF TEN FEET, LOG AND FLUSH WITH BANK SURFACE. 2. SOIL SHALL BE WELL COMPACTED AROUND BURIED PORTIONS OF LOG. W C) Of • to 3. ALL BOULDERS USED SHALL BE 3X2'Xt'. (ONLY REFERS TO Z
3. DIC A TRENCH RELOW THE BED FOR FOOTER ROCKS AND PLACE FlLl ON BOULDERS USED IN SAM BRANCH REACH ` ¢ - 0) h 0 mGO t;
4. STARTAT SBM'K NJO PIKE MF'OOTF~R ROCKSEFIRSMT MIO h~iEN HEADER La 5. COEfi1NUE WITH STRUCNRE FOLLOWING ANGLE ANp SLOPE SPECIFlCATIONS) ROCK. 6. AN EXTRA BOULDER CAN BE PLACED IN SCOUR POOL FOR hIABITAi IMPROVEMENT. 0 QZ LNM LOG BURIED IN STREAMBANK i2 W Q N Z co
7. USE NATURAL STONE CUSS A TO FlLL GAPS ON UPSTREAM SIDE OF BOULDERS, AND ~ 57 STONE TO FlLL CAPS ON UPSTREAM SIDE OF NANRAL SrONE CLASS A . 8. AFTER ALL STONE HAS BEEN PLACED FILL IN THE UPSTREAM SIDE OF THE N - 0 ~J artn Q
STRUCTURE WITH ON-SRE UVIUM t0 THE ELEVATION OF 1HE TOP OF THE HEADER ROCK. BOULp ('fYP) 9. START SLOPE AT 1/2 TO ~ BANKFULL STAGE. a WO aac F) NU j~L
rn a Q CO
PLAN VIEW 3 _W x
3 File No. 296details.dwg
D ROCK CRO - 4 2 SS VANE
LOC D2 LOG VANE J-HOOK
Drawing Sheet Na.
Shee114 of 15
_ _ _ _

TUCK EROSION CONTROL MATTING
EROSION COMB( BEHIND BOULDERS IN BANK. TOP OF BANK m EROSION CONTROL MATTING FILTER FABRIC LAYS OVER
TOP OF BOULDER.
A BOULDER TOE INSTALLED BELOW STREAM BED I,
3 O LL BASEFLOW
HEAD OF 3.0' RIFFLE c LL
_ i6' NOMINAL THICKNESS ON-SRE COARSE ALLUVIUM E E m y 9 D U
B ~ MIXED WITH CLASS A SIZE STONE B' G 1 alb HEAD OF POOL Fll } FILTER FABPoC OPTIONAL FOOTER BOULDER u N m (SEE NOTE) d
LENGTH OF
RIFFLE, ~-3.0' / SEE PLAN 3: 2
a c E $ m CROSS SECTION VIEW o o g
~ PROFI - LE A A NDTE: Y W o ~ 0' 1. BOULDERS SHOULD EXPEND BELOW SCOUR EXTEND BELOW SCOUR DEPTH AND ABOVE n
N - BASE FLOW WATER LEVElS. f00TER BOULDER EVELS. FOOTER BOULDERS MAY BE REQUIRED, ING BED MATERIAL O $mg
0 o EROSION DEPENDING ON EXISi1NC BED MATERIAL.. CONTROL 2. TOE BOULDERS SHALL BE TOUCHING 50 TH 0 o A MATTING 1 7 3. THE MAIORTIY OF THE BOULDER SHOULD B TALL BE TOUCHING SO THAT VOID SPACE IS MINIMIZED. r, 0 a
LEAVING FACE OF BOULDER EXPOSED TO FLOW THE BOULDER SHOULD BE BURIED IN THE STREAM BANK, £ z 9"Io ULDER EXPOSED TO FLOW. I 0 jr, I M
4. FILTER FABRIC SHOULD BE PLACED BEHIND BOULDER DEPTH, AND EXTEND IMO THE &WK. PLAN VIEW D.7 DULD BE PLACED BEHIND BOULDER TOE, BURIED BELOW W m EXTEND INTO THE BANK. c W_timN
5. EROSION CONTROL MATTING SHOULD BE PU BEFORE BACKFlLL, THEN FOLDED BACK OVER ; ID MATTING SHOULD BE PLACED AGAINST BOULDER m z c z TEN FOLDED BACK OVER SEEDED BANK SLOPE m 0. )
6. BOULDER TOE SHOULD BE BACKFlLLEO AND jE Lt ULD BE BACKFILLEO AND COMPACTED, a z I FABRIC AND BOULDER TOE SHOULD BE MINIMIZED. W n
SECTION B-B VOID SPACE BETWEEN FABRIC ANO BOULDER Ti 7. BOULDER TOE SHOULD NOT IXCEED MAXIML )ULD NOT EXCEED MAXIMUM BANKFULL ELEVATION.
BOULDER
H
PLAN VIEW w
1 0 a
CONS 2 TRUCTED RIFFLE D3 BOUT Z BOULDER TOE PROTECTION
D3 w
W U
< J EC Z w -
Q Www
~Lu0 W w
j?w EC =
~U w J
J
w J
g
w N a
cj Of (D w 0
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WQ Z ~U N O9
6>F mZ04 04
m ~ J d L Q d WO aac
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File Na.
298details.dwg
Drawing Sheet No.
Sheet 15 of 15

~ ~h, .
3 ~`hEarttk`'. 'P~ t`° ~ 0 0 ~D
r ~ N N N T W N ~p tp
`'J~ ~ /
~~"i f. ~4 t.~ ~ % REVISION SI~ET NUMBER REVISION RE -VISION REVISION NUMBER HY
14t Ali
-w Hiwassee River W ,s~, ~ ,~t ~ atershed - cl ~.4y , Vatershed Coalition, Inc. -
n P a';~ s LL O j E y
E ~ m o u U rn m
~ n 4 .5
i ~ 1~ ~ e m ENHA NCEMENT OJE C T v E
/r 'f , 0 O U
i . I& QAMBRANCH I kj-z-1 -4 N
' SITE Rya, , ~ x
i~ - w
v Y VCR!,
- CHERO KEE COUNTY N OR RTY NORTH CAROLINA a k=I; A
VICINITY MAP JUN 1 4 2006 w ia z o
NOT TO SCALE ~ENR•4VATERpUAli1? 0 =!a~
INDEX OF SHEETS Z a 4VE1tANOq.4 STC'~M4PRTER BRgNCN wR
1 Title Sheel 2 Plan View - Sta. 0+00 to 23+00
3 Plan View -Sta. 21+00 to 37+00 200 0 200 400
4 Plan View - Sta. 37+00 to 52+00 5 Future Plan y 5 SCALE (FT) v
6 PlanView-SamBranch ~3 T LU3
Planting Plan -Typical SaE Sa~~ SSE p a
8 Typical Sections -Valley River _ g ~ ~ Typical Sections -Sam Branch z
P 10 Profle-Sam Branch ~ P-- , W 4 f O
11 Cross-Sectbn Sheets • Sam Branch ' • Q~.,..-_. 12 Upstream Bank Sloping -Valley River +4~ r Q prx~ , a 1f ~ ~ ` d, W Z rte'' WZ
, 3-15 Details ~ " O = U
/ ~ - W ~Y
a i. PROJECT ENGINEER _ , -j wO W V ) Q > J
PRELIMINARY PLANS ~ ~ > W
_ DD NO'f DS6 !e$ CQNBfSUC170N _ , uj
~ ~ - ~
LL) J
~~E ~~c . JIs= Datum Description: ~ %
~ Horizontal and Vertical positionin are : V + ~ / ~ ' g ti, ~ y /
assumed and based on focal data. Control { ~ " ` ~ ~ ~
points listed below. Control points are rebar ~ ` . ? ~ monumented with marker stakes and fl ~ `2 v ~I I 3a,r
agging r, I I y set by fhe Surve ors. ~e. - I t
b, Il • ,t l • - I D a
Control Points ~ ~ ~ l W f I U) 9
_ r~ ~ 1 Point ID NoMin Eme A 9 ^9 OhwBon
Ar BCPI 5000.00 5000.00 100.0D ~~~~,,,TTT ~^s V LL 0 0. Lo
BCP246 4710.03 4511.89 / - 102.01 0 _ _ _ _ _ - - L - W0 _ 1 2
BCP354 4221.17 4142.75 - 95J38 . _ ~ a W0 Q
482 751 S52 /101.84 94.82 - - a a°c
BCP529 700223 4771.99 92.79 - BCP7J0 2950.81 798837 85.77 J.,.... NU j2L N r.- d
BCP789 2707.99 4173,77 94.99 00
BCP893 2708.77 4071.12 88.88 I
BCP1024 2171.73 4272.47 100,73 File No.
BCP1025 2195.21 4058,82 83.28 typse _pro.dwg
9CP1029 4290.81 4194.21 92.44
Drawing Sheet No.
Sheet 1 of 15

LEGEND o
A N N m m 2 6
~ ~ " ice' ~ [ D1 Root wads
00
1 D2
NO WORK EAST BANK STA. 0+00 TO 15+00 f J-Hook Rock Vane 0 BANK 15+00 Existing Tree LL

_ ""~r Random Boulder Cluster o °a
_ i ~ 2 o a D3 Boulder Toe Protection ooccocow
TRIBUTARY r_ ~ ~ ~ p g 8 a
~ ~ r y 2 Constructed Log Jam 2 D2 o 0 o a
_ , fax - Existing thalweg
_ ~ ; - Existing Top of Bank - - - 4 "
n ~ ~ , ~ Proposed grading limits ° o vw g
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d ~ NATIVE SPECIES REMOVED SHALL BE o HALL BE
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ob ~ VAN~~; ROOT WADS, OR HABITAT ENHANCEM : ~ , BITAT ENHANCEMENT ¢ m co Z h rNM
SILT ;FE~1CE,' APPLICATIONS AS DIRECTED BY THE ENGINEI , BY THE ENGINEER.; \ rig Vv TWO ~C
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PROPOSED TRIBUTARY I J~ R -~y EALIGNMENT ~ ,l
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PROPOSED BANK LOCATION ~.-i~~~ ~ ~ FExisting END s Tree
- \ 40 E
~.~Y ' ~ TRIBUTARY Y ~ Random Boulder Cluster 0 °o 2 o d
' ~ WORK WORK SHOWN ON THIS BANK D3 Boulder Toe Protection
1u' sue'". IS FO Z . ~ o~ j r- 0_ _ ~ \ 8 2 IS FOR PLANNING PURPOSES 2 ~ a m a ONLY AND IS NOT TO BE D2 Constructed Log Jam o o g
x~ IM - IMPLEMENTED AT THIS TIME. Existing thalweg
p / ~"REALIGN TRIBUTARY ~ ' x -
' \ t Existing To of Bank - - - "
, > ~ . ~ y of ` a Proposed grading limits ° a In~ g 0
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~ --.---AVOIDED U~fLESS REMOVAC~TS`~N i ~ ~ ~ ~ ~ ~ , ECESSARY FC )-,-NECESSARY FOR'
; ' - CHANNEL OR FLOODPLAIN CONSTRUCTIOtJJ. a' - ~ * o NATIVE SPECIES REMOVED SHALL BE 00 NSTRUCTION.
so TRANSPLANTED IF POSSIBLE. TREES T00 LAI ALL BE °w TREES TOO LAG
~ ~ ~ ~ ~ - `~-FO(~„TRANSPLANTING SHALL BE USED op ~ , 4 q FOR LC ~ ' : ~ VANEf3; ROOT WADS, OR HABITAT ENHANCEM I U) IE USED FOR LOG U CU ENHANCEMENT
;SILT ;FEtVCE z ~ E ~ A~f~LICATIONS AS DIRECTED BY THE ENGINEEf Aft w o a U 0000 IY THE ENGINEER ~a z d m
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i i r ~ ; a. ~ , ~ ~ ~ ~ , / FLOODPLAIN CQN'STRUCTION. N w ATIVE
`l~ ~ ~%~~~i~ / S~ t ~G, ~J~ SPECIES REMOVED SHALL BE - 2
/ ~ LP TRANSPLANTED IF „POSSIBLE. TREES TO.O a U LARGE FOR TRAIVSPLANTI z z
` ~ / , r NCB. SHALL BE w USED FAR-`LOG VANES, ROOT` WADS OR LU Z
~ 1' H~ 1 HAVI;TAT ENHANCEMENT ix C ? m APPLICATIONS AS w Z o
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1~~LLEY RISER W o a FU ~O~
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Propose. NU j2z Proposed grading limits Q ' a
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File No. Existing Tree 15 0 15 30 Wplamiew
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D2 Log vane/J-hook o ~ 00 0
, Contour Contours at 1 foot intervals scab (~r) Drawing Sheet No.
Sheet S of 15

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HERBACEOUS AND WOODY VEGETATION , F X THROUGHOUT. TEMPORARY ANO RIPAI i AND WOODY VEGETATION PLANTED k~ N T. TEMPORARY AND RIPARIAN SEEDING
I ~ 20 F00T WIDE 30 YEAR CDNSERVATION EASEMENT. EXTENDS TD THE GRADING LIMffS. ~ THIS AREA WILL BE PLANTED Bllf MANAGED THE GRADING LIMITS. i°•$
WffH MOWING IN SOME AREAS, A TRA14 AND A FEW SCATTERED PICNIC TABLES. z 0 8p
15 N D ~ m a rcZlih s w °m
L E G E N D BUFFER TREE PLANTING E)CfENDS TO THROUGHOUT PROJECT REACH AS SPEC FlEDE BY HIRWC Q STREAM BANK PLANTING w ~:gym z ~Ex
® BUFFER PLANTING -PERMANENT EASEMENT m " ~roo m L~ =a`a~
QQ BUFFER Pt~WTING - 30 YEAR EASEMENT 40 40 80 iI a` Za W n
SCALE (FT) PLANTING TYPICAL PLAN VIEV 'PICAL PLAN VIEW
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PROTECT EXISTING NATNE VEGETATION BEYOND GRADING UMffS 0 Q
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VEGETATION SPECIES BY PLANTING ZONE ~wO J
BUFFER PLANTING some r.d smeu rmn ta.m mat nraam.erl >W a E =
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AeuvduJlmn Ydbw BUderye Mamrm,~ RdMWbevy PBRMANEmR~AR,ANe~,AN,p,G(a~ARLw$BBD PLANTING TYPICAL SECTION v 'ICAL SECTION w o a
PWmrtnr orddmmhr Syrn.me (NOT TO SCALE) Arnrubmw Red Mapk $dmtlBemme Comeooa Name y, oFM~ FU W SCALE) L: Q Z 0 me o mm
Whue Oil ~'e1L1"'N4 Red Oek AgwBa dea Redbp IS% V QQ Z L N fl oUOP
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Drawing Sheet No.
Sheet 7 0! 15

o $ 1R0 0 N N ry 0
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[ 0 0 yy
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TCH GRADE (TYP) c) U u U) m
- - - - - _ 25.D' MINIMUM
3:1 1D.0' 17: i "m @ m a / O O U Q
- - DA[JKFIILL ~ EXISTING CHANNEL j
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CONSTRUCTED 4.0' \ EXISTING CHANNEL 0, WB 0 C?
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File No. typsecs-proAwg
SCALE (FT) oreviine sheet No.
Sheet 8 of 16

_ _ _ _ _ _ _ FJGSTIN'G CHANNEL a EXISTING CHANNEL
- - _ _ CROSS-SECTION - CROSS-SECTION
MATCH \ \ \
CRADE (TYP) 1 1 1
\ 2s.0' MINA~fUM ` 1
2:1 4,0' MINIMUM \ 10.5' Whkf 4.0' bBNIMUM - - 4.0' N[IIMMUM 2:1
2{7s' S. 2.75' 1
----.1 BANKETlLL_ 17:1 - - - - 17:1 17:1
CONSTRUCTED ~ I•a 12' 1.2' m $ °o
FLOODPLAIN(TYP) ~ f a 3 e O O U Q
L H sg
TYPICAL RIFFLE SECTION 0 N m I~ u z vd
0 ° °a
m c W JAR
LID z 'ED " &I
m 0 Z`ap` z~
EXISTTNG cROSI EXISTING CHANNEL a W CROSS-SECTION
MATCH \ \ \ GRADE (7'YP) 1
1 1
\ 2s.abBNIMDM ` I 2:1 4.0' MINIMUM \ IOS' Wbl~ - 4.0' MINBvIUM - - ~ Z
2{75' S. 2.75' Of 4.0' MINN4UM 2:1 z m - CL
1 z C
_.-_._...1 BANKFULL_ 17:1 . ~ ~ \ 17:1 \ L0' 17:1 L U C
CONSTRUCTID \ FLOODPLAIN(TYP) ~ 2s'3.0' a U Z Q W z< O
-3.0' >U i
Z2 ~ W U) W W Y Z
W j W
wv W J U) J
TYPICAL POOL SECTION j J
FOR POOLS BETWEEN W Q J U 0
STA. 0+00 TO STA.1+50 o ~
H
MATCH
GRADE (TYP)
EXISTING CHANNEL '
\ 25.0' MiMMUM CROSS-SECTION W
1D.0' IvIINIMUM- 11.0' Wbkf I 4.0' MINIMUM I m
6.4' 3.1' 1.9' WU 0 F- W m
\ ~ `tea _ c Q? mrn 2 3: 2 c,0
17a _ _BANKFULL _0.S---- of0 ~U1° ce)
l ~ N>W F d Z N CL IJ >1 ()D Q
CONSTRUCTED ].a l\ FLOODPLAIN (TYP) I a WO a~c 0. 0
'I f^0.5' U) )u iU ~a Q m
NO MATTING BELOW BANKFULL THIS SIDE OF CENTERLINE. ~y ONLY TEMPORARY AND RIPARIAN SEED MLY SHALL BE INSTALLED. L' 3 I
TYPICAL POOL SECTION CTION No. typ secs-Pro.Cwg
FOR POOLS BETWEEN 2 0 4
STA.1+50 TO STA 4+82 (FOR LEFT-TURN MEANDER, LOOKBJG DOWNSTREAM) I --mom OWNSTREAM) SCALE (FT)
Drawing Sheet No,
Sheet 9 of 15

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VERTICAL SCALE (FT) Drawing Sheat No. Sheet 70 0115
_ _ _ _ _

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80;Q 60.0 40.0 20 0 - ~ 20.0 4Q,0 ~ 6Q~0 80,.0- 100,0 ~ 80.0 6Q.0 - 4Q.0 ~ 20,:b ~ 2Q.0 40.0 66:0 - , 4 - $ $ 60.0 0. 100.0 00 8 0
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90:0 ~ _ . 90.0 _ ~ ~ _
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. - - - , . ~ ' I _ . _ . - - L 90.0 ; ' ~ r ..::9:. _ e. ~ _ - - - _ U C) Op W- mzC6
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~ 9.5_0:85:0 _ - ~ ~ ~ - - 1 Z0 =TA L SCALE (FT) File No. 10 . - 20
. , - ; _ - }t 2.
= a , _94.0 _ + ; . , 90.0. _ - - r t ~ ~ VERTICA ALE (FT)
- . . 80;Q 60 0._.,. 40,0 _~~0,.~1~' ~ 2Q.0 40.0 ~ . ;-Q:_ :0 - 80,0 .._60,0.:...40.0 2d0 2Q.0 4 . _ - - a .4=. 66.0 80.0 90Q,0 _ Dravving Sheet No.
I i --r - ± - - - - ..a~..._.~._...1~..--_' .,.w,.,i.i,.~...: i..-.... Sheet 11 M15

- - - 9 N N
_ - p N W
cRADINC uMn W3
- - ! _ SCALE - - SCALE (FT)
- _ - o
- - - - _ 1s.o 10.0' LL
31 - _ E E "m
i U U) 5 ~ t l Q
_ - _ 1
i BANKFULL ~.,1 c m m EXISTING BANK ffi L c n
- _ _ fe BACK OF BENCH
3
~ PRI PROPOSED
4.D' :1 97 ~m00 4.0' 2.5 5 N f \
1 _ r Z c nl % m dezn
~ Y q o
r \ w dSSmm 95 1 m z Lcz H
w =aa4 BEGIN BANK GRADING Z n 94 A SLOPE w,
LOWER BANK - - - -
es
x a.a ass pa ~
o~m au tns Mm am a.oe U
W 0 }
DATUM DESCRIPTION uj
HORIZONTAL AND VERTICAL POSRIONING FOR 7HIS AREA OF WORK \ / ER ARE ASSUMED v I V AND BASED ON LOCAL DATA. ELEVATIONS ARE NOT RELATNE TO THE REST OF F { R V ER a J V J
1HE PROJECT ~ Z CONTROL POINT BCP-1U (ELEV 100.0') IS RE&IR MONUMTENTED V A~ R00T WADS WIDI A MARKER STAKE AND FIAGGING. D1 ROOT WADS 2 W Q L D1 V
IYU? ~
BASEFLOW WATER SURFACE ~ >ZQU Z U
LU LUUea - - J~0 O
JLU~ J EXISTING TREE >
lL 2
LLI Z
yL4o ~ :
BCP-tU A~ ' "~~,r~ a
.`w~~~ BLEND TO EXISTING LU TOPOGRAPHY
ELEV 100.0
_ .
/ w
- , ..r .
~ _ ~ ~K OFD ~ . ~ ~ FU boa
_ ~ U Q2 NWN 0 dwn N
_ V a Z L M a0 m W0 cc Zap
FENCE CORNER FOR - U.S. 19/74 R.O.W 0.y ai.ro L
a. W0 n~c
a W jar N n a Q co
m
I
0 File No. MVupstrea-d.9
5 1
SCALE (FT)
Drawing Sheet No.
Sheet 12 of 15
_ _ _

6' TRENCH COIR FIBER MATTING
TOP OF STREAMBANK EROSION CONTROL MATTING FLOOD PWN OR VEGETATED GEOLIFT TOP OF RANK
STAKE (TYP) m 0
i, ,g} ~
TOE OF SIREAM&WK BASEFLOW
6° TRENCH `0
dQIES: 1) BANKS SfiN.L BE SEEDED AND MULCHED
PRIOR TO INSTALUTION OF MATTING TOE OF STREAMBANK 2) MATTING SHALL BE PLACED ACCORDING TO MMIUFACTURER~S SPECIFICATIONS E ' FOOTER LOG > 12' DIAMETER
3) MATTING SHALL BE STAKED IN DIAMOND PATTERN 4) AT TOP OF fl4NK AND TOE OF BANK, MATTING INSTALLED BELOW STREAM BED 10-15 FEET LONG
CHANNEL BED SHALL BE PULED IN 6' DEEP TRENCH, STAKED, MATERIAL BACKFlLLED, AND COMPACTED >10" DIAMETER
NOTE: CROSS SECTION VIEW
DRNE POINT METHOD: SHARPEN THE END OF THE LOG W(IH A CHNNSAW BEI ~~ma 03 WITH A CHWNSAW BEFORE 'DRIVING" 0 0 U Q
STAKE (TYP) STREAM FLOW~NEEISOTHE ROOT~WADAT A 90 SCREE THE WATER AWAY FROM THE B4NK. A TRANSPUNT Of ROOT WADS UPSTREAM SO THAT THE SOT WAD AT A 90-DEGREE ANGLE, DEFLECTING
~ BE PtACEO ON THE DOWNSTREAM SIDE OF THE ROOT 6' TRENCH IS FORMED BY THE R00T WAD. THE BOULDER SHALL BANK. A TRANSPLANT OR BOULDER SHOULD N TEAM SIDE OF THE ROOT WAD IF A BACK EDDY D. THE BOULDER SHALL BE APPROXIMATELY
a'x3'xz'. TRENCHING METHOD: ~tl 011-
IF THE ROOT WAD CANNOT BE DRNEN IMO THE HANK TOE OF STREAMBANK TO BE RECONSTRU - CTED, THE TRENCHING METHOD SHO \ z a"fib 'E DRIVEN INTO THE HANK OR THE BANK NEEDS TRENCHING METHOD SHOULD BE USED. THIS m p=mn
THE WOOD STAKE SHU.L BE THE NORTH AMERICAN METHOD REQUIRES THAT A TRENCH BE IXCAVATED F01 GREEN ECO-STAKE OR APPROOVFD EQUNALENT PORTION OF THE ROOT WAD. IN THIS CASE, p FOOTER RENCH BE EXCAVATED FOR THE LOG W IN THIS CASE, A FOOTER LOG SHOULD BE W ~~m
WITH THE FOLLOWING DIMENSIONS: INSTALLED UNDERNEATH THE ROOT WAD IN A TRENCH - TO THE 84NK AND WELL BELOW THE STREAMBED. ONE LEG ~~+TM 11.00 IN 27.84 CM ROOT WAO SHOULD REMNN BELOW NORMAL BASE FLOI ROOT WAD IN A TRENCH EXCAVATED PARALLEL OW THE STREAMBED. ONE-THIRD OF THE Z c r x
" _ HEAD WIDTH 1.25 IN 3.18 C NFAD THICKNESS 0.40 IN 1.02 CM 3ELOW NORMAL BASE FLOW CONDITIONS. m Zsr
TOP OF STREAMfl4NK LEG WIDTH 0.60 IN 1.52 CM gPER ED TO P01 a n z o W n
- LEC THICKNESS 0.40 B4 1.02 CM EROSION CONTROL TOTAL LENGTH 12.00 IN 30.46 CM ROOT WAD ROOT WAD
" - MATTING 6' TRENCH BOULDER FOOTER LOG
PLAN VIEW DRIVE POINT METHOD ~
PLAN VIEW w
1 0 a
EROSION CONTROL. 2 D MATTI N G 1 Z
D1 ROOT WADS W 20
00 NOT REMOVE LEADER W0
1.0" MIN. THIN BRANCHES ANO 1.0" MIN. Q O J SQUARE CUT TOP Ef- Z
FOLIAGE BY 1/3 RETAINING PRUNE PROPORTIONATELY TD COMPENSATE NORMAL TREE SHAPE FOR REDUCTION OF ROOTS AND TO PROMOTE FL00 1. ZW .0 MIN. BUDS POINTING UPWARD J W
NATURAL CHARACTER OF GRO 11 TOE OF SLOPE W W W 0 W
7BA.SffLOW ¢ > W C) > Fr 2
TOP OF STREAM&WK CHANNEL BOTTOM ) 0 WK 1/2' MIN. DIA. W J
TREE OR SHRUB SHALL WATER RETENTION RING BE INSTALLED SO THAT 1/8 TREE OR SHRUB SHALL BE J 2' - 3'
OF THE ROOT BALL WILL FINISHED GRADE INSTALLED 50 THAT 1/B OF CROSS-SECT BE ABOVE FlNISHED GRADE THE RAT BALL WILL BE CROSS-SECTION VIEW W J
ABOVE FlNISHED GRADE WATER RETENTION RING MULCH
FlNISHED GRADE MULCH ANGLE CUT 3O'-45'
COMPACT BACKFlLL
L COMPACT BACKFILL ~X~ HEADING CUT LIVE STAKE DETAIL
-X-~ THINNING CUT TDP OF STREAM6ANK TREE OR SHRUB PLANTING DETAIL TREE OR SHRUB PLANTING DETAIL PRUNIN ©
. G CUTS ROUND LEVEL SLOPING GROUND 0
O.'.'..'.'.'.'.O'.'.'.'.'.'. FLOODPLAIN '.'.O.'.'..'.'.'L.O'.'.'.'.'.'.'..... . TOE OF SLOPE NOTES: W 1. STAKES SHALL BE CUT AND INSTALLED ON THE SAME DAY.
BENCH .0..'.'.','.',~.'.'. 2. STAKES THAT HAVE BEEN SPLIT SHALL BE REJECTED N AND NOT USED FOR CONSTRUCTION. U 2 tD
SHRUB SHALL BE .....,.b~~~~~~ 4° MULCH INSTALLED SO THAT 1/6 OF . 3. STAKES SWILL BE INSTALLED WITH BUDS POINTING UPWARD. L: Q ? m m O........O.... 0 3~ m m
PI,WTS MAY BE PIANTm EITHER BEFORE THE ROOT Be11 WILL BE ~ ~ ~ OR AFTER MULCHING OPERATION WATER RETENTION RING OVE FlNISHED GRADE ~ 4. STAKES SHALL BE INSTALLED PERPENDICULAR TO BANK. Z L 04 5. STAKES SHALL BE 1/2 TO 2 INCHES IN DIAMETER AND 2 TO 3 FT LONG. G7 W 0 U U
FlNISHED GRADE FlNISHED GRADE MULCH CHANNEL 6. STAKES SHALL BE INSTALLED WITH 1/3 OR 1/5 OF STAKE AND AT LEAST IC > H' m ? N BOTTOM 2 BUDS REMAINING ABOVE GROUND. a - ,j 0. W
T P ' .......o.'.'. '3':d SCARIFY TO A MINIMUM DEPTH OF 2'J . 7. STAKES SHALL BE PLANTED FROM Top OF BANK TO TOE OF SLOPE 0. W 0 n n c '..f? '.'.'.'.'Q. D' W 7
5" OR 2° DEEPER THAN CONTAINER COMPACT BpCKFlLL H_X SCARIFY BED TO A DEPTH OF 5' U) n
GROUND COVER PLANTING DETAIL SHRUB BED PLANTING DETAIL Q W 3
PLAN VIEW PLAN VIEW File No.
3 295details.dwg
PLANT INSTA 4 L~ATION D1
D1 LIVE STAKING Drawing Sheet No.
Sheet 13 of 15

~I/~~ aorroM WIDTH DF BANKFULL HEPOFR ROCK cl, p 0 «m R N
CHANNEL FLOW w 0 m 0 6
20'-30' 1 4X TO 7% SLOPE 1 STREAM BE FLOW / 1 FLOW
~ I BACKFlLL EKGV0.7ED FOOTER ROCK I ROOT WADS
x (ON-SITE ALLUVIUM) NATURAL STONE SCOUR POOL CLASS A , !SCOUR `o
'i POOL X57 STONE c 0
PROFILE VIEW i E ~ 0 U
BOULDER (TYP) m m CROSSING ROOT MASSES f d NOT SHOWN FOR CLARITY
D G4P5 VATE SCOUR POOL PER m
BETWEEN BOULDERS DIR CTION OF ENGINEER X57 STONE HEADER ROCK rn u E 3
BACKFlLL ~g BOTTOM WIDTH (ON-SRE ALIUJIUM) FLOW y O O
4 °N
PROFILE VIEW o ~Sm
PLAN VIEW FILTER FABRIC FOOTER ROCK '_2' NATURAL STONE NIC ~ NO Z V
DUSS A PLAN VIES PLAN VIEW BOULDER (TYP) rc=n
SECTION A - A' NOTES FOR ALL VANE STRUCTURES: ~ fd $ PLAN VIEW w
1. BOULDERS MUST BE AT LEAST 4' ~ 3' x 2'. (ONLY REFERS TO BOULDERS USED IN VALLEY RNER REACH) NOTES' 2. INSTALL FLTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE HEADER ROCKS AND 1. LOC SHALL B NOTES: 4 REBAR o - m m Z u 1. LOG SHALL BE A HARDWOOD SPECIES AT LEAST 10' DIAMETER, RELATIVELY STRAIGHT, AND RECENTLY HARVESTED. CL =24
EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK, AND THEN UPSTREAM REIATNELY STRN( TO A MINIMUM OF TEN FEET. 2. Sql SHN1 E 3. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE FlLL ON ALL BOULDER 2. SOIL SHALL BE WELL COMPACTED AROUND BURIED PORTIONS OF LOG. @ Z n 3. ALL BOULDERS USED SHALL BE 4'X3'X2'. (ONLY REFERS TO CL W la.
UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STREAMBANK. BOULDERS USED 4. START AT BANK AND PLACE FOOTER ROCKS FRST AND THEN HEADER (TOP) ROCK. 4. WHERE TREES BOULDERS USED IN VALLEY RIVER REACH) 4. WHERE TREES OVERLAP THEY SHOULD BE DRILLED AND A #4 REBAR
5. COMINUE WRH STRUCTURE, FOLLOWING ANGLE AND SLOPE SPECIFlCATIONS. ROD BEM AND D 6. AN EXTRA BOULDER CAN BE PUCED IN SCOUR POOL FOR HABRAT IMPROVEMENT. ROD BEM AND DRIVEN THROUGH THE TWO TRUNKS AS SHOWN AT RIGHT.
7. USE NATURAL STONE CLASS 1 TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS, AND NANRAL STONE CLASS A TO FlLL GAPS ON UPSTREAM SIDE OF NATURAL STONE CLASS 1
8. AFTER ALL STONE HAS BEEN PUCEO, FlLL IN THE UPSTREAM SIDE OF THE STRUCTURE WffH ON-SITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER ROCK. 9. START SLOPE AT i/2 TO 2/3 BANKFULL STAGE. H- U w
0
Of CL
1 2 J-HOOK ROCK VANE Z CONSTRUCTED LOG JAM W
D2 D2 WU
w C) >QbU J
~zLU Q
BOTTOM ~ BOTTOM VIDTH OF WIDTH OF BANKFULL wWY H TOP OF STREAMBANK / BANKFULL ELEVATION - - - J W W
CHANNEL , ,CHANNEL w FADER ROCK I 1=I I I~ > ? Of
Q FLOW w ~ ROW m ~ N 4% TO 10% SLOP o m 0 o II=III=
J J STREAMBED J o FLOW =1 I (=1 I W " 0 0 1.0' 8 J
r D' TO 3 x BACKFlLL FOOTER ROCK z A ~ (ON-SITE ALLIMUM) ROW z LOG BURIED IN STREAMBANK Q Y STREAIABED AT LEASE 3' W
n #57 STONE IXCAVATEO ; n FlLTER FABRIC SCOUR POOL ~ J zz
~ N NATURAL STONE CLASS A x I 1 x END OF LOG BURIED BELOW STREAMBED AND PINNED WITH 2 BOULDERS
N N PROFILE VIEW 15, SCOUR ~
POOL X57 STONE HEADER ROCK ' BACKFlLL EAMBED 2.0' BURIED PROFILE VIEW ED
(DN-SffE ALLUVUM) FILTER FABRIC SHALL EXTEND AT LEAST 6' UPSTREAM AND SHALL BE NAILED TO LAG USING ROOFING NAILS.
r rPY 4 NO GAPS EXCAVATED SCOUR POOL ~I~,~ d BURY FILTER FABRIC WITH MATERIAL EXCAVATED FROM CHANNEL.
BOULDERS PER DIRECTION OF ENGINEER FOOTER ROCK ~ ' EXCAVAT(\ UU
PLAN VIEW FLTER FABRIC IXDURATE~t ~_2~ NATURAL STONE '`,.POOL CLASS A ~ SCOUR ' NOTES: _ 'OOL 1 MIN. 8' DIA. POST DRIVEN 1. LOG SHALL BE A HARDWOOD SPECIES AT LEAST 8' DIAMETER, co
SECTION A - A' 15.0' „ NOTES FOR ALL VANE STRUCTURES: INTO SOIL AT LEAST 3' BELOW RELATIVELY STRAIGHT, AND RECENTLY HARVESTED. W 0 V LOG AND FLUSH WITH BANK SURFACE. 2. SOIL SHALL BE WELL COMPACTED AROUND BURIED PORTIONS OF LOG. F. U IX CO 3. ALL BOULDERS USED SHALL BE 3'X2'X1'. (ONLY REFERS TO L >Q ? N) a) N
1. BOULDERS MUST BE AT LEAST 3'x2'«1'. (ONLY REFERS TO BOULDERS USED IN SAM BRANCH REACH) 2. INSTALL FILTER FABRIC FOR DRAINAGE BEG NNING AT THE MIDDLE OF THE HEADER ROCKS AND BOULDERS USED IN SAM BRANCH REACH) w0 > Z 7 co N r,
EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK, AND THEN UPSTREAM TO A MINIMUM OF TEN FEET. J. DIC A TRENCH BELOW THE BED FOR FOOTER ROCKS ANO PLACE FlLL ON ~0 "UoD LOG BURIED IN STREAMBANKM > F' W Z N
UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STREAMBED. 4. START AT BANK ANO PLACE FOOTER ROCKS FIRST AND THEN HEADER OP) ROCK. N -J O Lco Q
6. ANNEXTRA BOULDE~RUCANRB~ PUCE~NIN SCOUR POOLL~OR SHABffAT~IMPROVEMENT. 7. USE NATURAL STONE CUSS A TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS, AND ~ 57 STONE o WO arc
TO FlLL CAPS ON UPSTREAM SIDE Of NATURAL STONE CLASS A . BOU (lYP) 6. AF1ER ALL STONE HAS BEEN PLACED FILL IN THE UPSTREAM SIDE OF THE STRUCTURE WITH ON-BYTE WIUM t0 THE ELEVATION OF THE TOP OF THE HEADER ROCK. JLD OW) CL ro
9. START SLOPE AT 1/2 TO ~ BANKFULL STAGE. 3 x
PLAN VIEW ,N VIEW
File No. 298details.dwg
3 4 ROCK CROSS-VANE LOG VANE J-HOOK
D2 D2 DraMnp Sheet No. Sheet 14 of 15
_ _ _ _

TUCK EROSION CONTROL MATTING BEHIND BOULDERS IN BANK. TOP OF BANK m
EROSION I e 0 EROSION CONTROL MATTING FILTER FABRIC LAYS OVER
TOP OF BOULDER. BOULDER TOE
A INSTALLED BELOW STREAM BED I,
of J BASEFLOW c
HEAD OF 3.0' RIFFLE I6~ NOMINAL THICKNESS 8
DN-SITE CDPRSE ALLUNUM g ~ ~ MIXED WRH CLASS A SIZE STONE 0 E m m Y
- ~ B' ~ p HEAD OF POOL Fl OPTIONAL FOOTER BOULDER U y m FILTER FABRIC (SEE NOTE)
a ~ 9e - LENGTH OF a
RIFFLE I---3.0' SEE PLAN
a a ~ Z F - PROFILE A-A NOTE: m c CROSS SECTION VIEW o o D <
Y d 'j:'` o _ 3.O• 1. BOULDERS SHDU(A EXTEND BELOW 5 SHOULD EXTEND BELOW SCOUR DEPTH AND ABOVE N
~ BSSE FLOW WATER IEVElS. FOOTER BC 0 o EROSION DEPENDING ON EXISDNC BED MATERW.. LTER LEVELS. FOOTER BOULDERS MAY BE REQUIRED, EXISTING BED MATERIAL m
CONTROL 2. TOE BOULDERS SHALL BE TOUCHING 0 o MATTING 12~ 3. THE MAJORRY OF THE BOULDER SHO FRS SHALL BE TOUCHING SO THAT VOID SPACE IS MINIMIZED. u)
A~ LEAVING FACE OF BOULDER EXPOSED TC I TY OF THE BOULDER SHOULD BE BURIED IN THE STREAM BANK, f ~ Z v N OF BOULDER EXPOSED TO FLOW. C) g0 i I m a IK
- 4. FlLTER FABRIC SHOULD BE PLACED B PLAN VIEW BOULDER DEPTH, AND EXTEND INTO THE iIC SHOULD BE PLACED BEHIND BOULDER TOE, BURIED BELOW W Nsi H. AND EXTEND INTO THE BANK. W 8?mm
0.4 5. EROSION CONTROL MATTING SHOULD I - BffORE BACKFlLL, TNEN FOLDED BACK INTROL MATTING SHOULD BE PLACED AGAINST BOULDER ro Z y e „ ILL, THEN FOLDED BACK OVER SEEDED BANK SLOPE. o r z
6. BOULDER TDE SHOULD BE BACKFlLLEI I )E SHOULD BE BACKFILLED AND COMPACTED, m Z r, 7WEEN FABRIC AND BOULDER TOE SHOULD BE MINIMIZED. a W n
SECTION B-B' VOID SPACE BETWEEN FABRIC AND SOUL 7. BOULDER TOE SHOULD NOT IXCEED I )E SHOULD NOT EXCEED MAXIMUM BANKFULL ELEVATION.
BOULDER
H
PLAN VIEW w
1 0 a
CONSTRU 2 CTED RIFEEE D3 BO z BOULDER TOE PROTECTION
D3 W M U
IYU?
>Q~ J_ 2
}Zw Q JAY F-
Qjof C)
>R2 }U
LU J
J Q 1
LLI J
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W 0`r f- U X (0
Qz m°rn 0 m~M
N v CL0 oUco
N 0?N CIL ~J aL00 CI
Q D W0 arc
) C) 0. 0 7-)~`a U U) I,
3
x
File No.
299detalls.dwg
Drawing Sheet No.
Sheet 15 of 15

~h a c
a t`~ ~ m ~ Y 1 ~.1, ,
~ REVISIDN SHEET REVIBIUN REVISION REVISION
~ ~ f ~ F NUMBER NUhiBEA DATE BY Y ~ i ~ I
4 i r~
i/.'I 141 7 ~ Hiwassee River Watershed Coalition Inc. 45~' 19 d,'' va ~ o
SRO 'tr4 ~ ~tif~ E 9
?w Vnn~. U N m f -i Q
m c ~ m
.4- w 3 m n O 0 U Q
/fir
/ ~ N
SITE a°~ g
" A'~ 5 c1 1n 2f w z 9"o i fy'.. ~ c n°n
, CHEROKEE COUNTY a rcZ l ~ ,NORTH CAROLINA W . b ~ W ~
z VICINITY MAP ~ o 0 ~ =~t~
NOT TO SCALE z "a a W n
INDEX OF SHEETS
1 Ttle Sheet ~ ti
2 Plan View-Sta.0+00 to 23+Op i:% v ~ V 2D0 0 200 400 3 Plan View -Sta. 21+00 to 37+00 ~
4 Plan View -Sta. 37+00 to 52+00 ~
2 e, 5 SCAEE (FT) w 5 Future Plan ~5 O 6 Plan View -Sam Branch ~ 6~ S~ _ ~ ~
5~ - a _ H .Planting Plan -Typical ~
8 Typical Sections -Valley River Z _ D1 _ _ ~ _
9 Typical Sections -Sam Branch - - 1 P u ` s / ~ U - '!(flli~ 1 ,.i,nai Rio- l ~ t W Z 10 Profile -Sam Branch . , ,a A~,. ~ ~ tY U - (.Li V'" Q i ~ W Z
- _ - 11 CrassSectionSheets-Sam Branch ~ , 1
12 Upstream Bank Sloping -Valley River ¢ ~ y tY-a ~ ~ . ; ~ 2 U , - i&15 Details ~ji ~y~
_ ~ .
; ~f. ~ , ~ ~ ~ ~ Q w ~ - , >?w H _ i PROJECT ENGINEER
_ ~ ~ ~~l ~ ~ F-
PRELIMINARY PLANS ` DO NOT D8R lOE CONBTRIIC[!ON : - " _ ~ ~ Y ~%~i' ~ \
SfGNANREr - _ 4 i r ~ ' ` ~ / ~ ~r~trJ ~ . - , r 1 y _ i W
P.E. ~ 1 ~ ~ 1 - r - " ~ - % ~
5~ - ~ _ _ _ ~
D \ ~ atum Description: " ~ ~ ~,p ~ ~ , . Horizontal and Vertical positioning are ~ ~ < . , ti ~ j 1 ~ ` ' ! ~
I ~ ,1~~ assumed and based on local data. Control ~
' 'f~' ~ v~ oints listed below. Control oints are rebar , ~ ~ ~ - _ ~ ~ ~ p P - I I r ,
monumented with marker stakes and flagging l~ I . I_ ~ , set by the Surveyors. ' y 41a; ';t I / ~ _ ' ; f _ o
w t .I I ~ t , w I
t - 1 N _ ~ - ro Control Points 11t , r - w o a
_ - _ . Point m Boruvn Fmtln sa i / ~ _ ~ N__ _ " Z o a
- _ BCP1 5000.00 SOOOAO 100.00 ,r ~ : . ~ -J. - L .0 Z
_v. - - . - N BCP246 4710.03 4511.89 10201 " ~.r ~ _ 6 - . a > ~ d A(0
m v.. J ~ L . BCPJ54 4221.47 4142.75 AS.BB . ~a~, _ 0 ~ a 01 6 W
BCP482 751152 41D1.84 94.62 ~ - ~ - W CL 0 _ _ N ~~r . rn a
, Q m _ BCP529 3002.73 41J1.99 9279 -
BCP7J0 2950.81 3968.37 85.77
BCP789 270.1.99 4173.73 94.99
23De.n 4an.12 ae.as File No. typsecsyro.Av9 BCP1024 2171.73 4272.47 100.73
BCP1025 2195.21 4058.82 87.28
BCP1029 4290.81 {194.27 A2.M
DneB4P9 sneer No.
Sheet 1 of 15

LEGEND °
A N N 0 A W
2 b b Root wads E.~ . LAN
SF~R o 1 0
D2 J-Hook Rock Vane fl NO WORK EAST BANK
STA. 0+00 TO 15+00 LL
Existing Tree
Random Boulder Clus ° m ter ° _ _ ~ \ ~ 2 Q
Boulder Toe Protection _
~ TRIBUTARY D3 ~ $ m - . t - _ ~ ~ _ 0 ` /~.ri - , w ~ ~ C U
~ D2 Constructed Log Jam o o ~ o ~ a S2k 1 ~p_, ' .
x ,...~_3+qp - - _ ~ Existing thalwe9 -
~ - ~ Existing Top of Bank - - - 4 R f _ -
0 ~ w'" ~ ~ Proposed grading limits - - o
' ~ - ~ ~ ~ ` Mid-channel a rci i
f i / j _ ~ , bar ( i i w °d ~ ~ ~ j ~ ~ ' ~ ~ ~j`~ a ~ c W
i v 1 ' ~ 1 / ~ i, ~ ~ _ Contours of 1 fo m z ~ ~ x ~ of intervals ~ „
, ~ ~ - ~ , m a , ~ ~ ~ / / / ' , l _ ~ ~ ~ ~ n
' , ! r r ~ ~ ~ ~ ~ A 1 d W n ~ ~ ~ r - I ~ 1 ~ 50 0 100 J J
, , ~ f , ' ~ i ~ ~1 _
r ~ ~ o ~ SCALE (FT) ~ ~
i r t ~ ~ ~ U
~ ~ w p
i \ \ 1 ~ O
I a ~ or M ~ N ~ ~ o`'.
' 1 , ~ ~ ' ~ W r ~ ~ U O < - ~ ~ ~ V A ~ li~~ W
, , ~ ~ - 1 ~ ~ Z
_A V ~ ` O O ` R~`MOVE MID=CHANN BAR ~ ~ ' , ~ >Q ~ \ ~ = U - , ~ ,
- , ~ / ~ ~ ~ . oo ~ - TRIBUTARY w w w F-
~ ~ ~ ~w0 ~ ~ ~ ~ Q _ \ i ~
SP l1r i 0 x DISPOSAL i ~ - ~ ~ ~ p ~ / } U
1 i'' AREA . ~ ~ ~ ~ ~S w W - , -
/ \ ' I Q
' ~ I• ~ w , 1 ~ Q
I ~ - i ~ I p J _ \ ` / ~T , I, I
- . ~ / r R V G
. I. /
_ _
~ BE ~ : ~ ~ ~ ~ ALL EXISTING TREES >10" DBH SHALL ~ - ~ . ' 1 ~ , ~ , ~ ..,AVfliDED~UNLESS REMOV~CCIS_NE6€S RY FORV ~ ~ r', ~
~ ~ a 1 CHANNEL OR FLOODPLAIN CONSTRUCTION. ~ ~ w
o ~ ' o i NATIVE SPECIES REMOVED SHALL BE " ~ I ' +;o° : 1 ~ TRANSPLANTED IF POSSIBLE. TREES T00 LAi~GE ~ ~ ~ ~ ~ ~ ~ °m
r ~ ~ `I `o ~ ~ 1 FO& TRANSPLANTING SHALL BE USED FOR LOQ ~ ~ ~ o m ~
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