20140882 Ver 1_401 Application_20140814

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August 13, 2014
Ms. Karen Higgins
NCDENR
Division of Water Resources, 401 & Buffer Permitting Unit
1617 Mail Service Center
512 N. Salisbury St.
Archdale Building —9tn Floor
Raleigh, North Carolina 27699 -1617
Subject: Pre - Construction Notification Pursuant to Nationwide Permit No. 27
and Water Quality Certification No. 3885
Ellis Stream Enhancement Project
McDowell County, North Carolina
Dear Ms. Higgins:
The Ellis Stream Enhancement Project area is located in McDowell County, North Carolina near the intersection
of Bat Cave Road and Pinecove Road (Figure 1). The Ellis Stream Enhancement Project is part of the Western
Stream Initiative (WSI) program which is a partnership between Resource Institute (RI) and the Natural
Resource Conservation Service (NRCS) in its first year of implementation this year. The program seeks to
complete projects on agricultural lands that have been identified by NRCS staff in Western North Carolina.
These projects are typically somewhat longer and more challenging, in one or more respects, than traditional
NRCS- funded projects. NRCS federal grants fund WSI and similar bank stabilization projects as agricultural
best management practices forthe purpose of reducing erosion and sedimentation into streams, installing
complementary practices such as fencing and watering, and in some cases for habitat enhancement. NRCS
approved Technical Services Providers (TSPs) are selected by, and contract with, RI to provide design and
engineering services for the Western Stream Initiative projects. The designs adhere to NRCS standard
practices. Sites generally seek to achieve stable banks and /or channel stability through bank sloping, structure
installation or other minimally invasive methods. All bank slope and structural improvements are accompanied
by streambank planting. Existing buffers and vegetation are typically maintained or enhanced. On some
project sites, more substantial work is required to abandon up- valley meanders or to otherwise correct
instability related to pattern where such work can bejustified. Construction work is being conducted by pre -
qualified stream restoration contractors, selected by RI. These contractors have substantial experience in
stream restoration projects and work in partnership with TSPs and RI to complete high quality bank and
channel stabilization efforts under this program.
RI has an agreement (attached) with landowners that agrees that RI will be the applicant. An Agent
Authorization Form is attached which provides verification that Aaron Earley, the TSP for Wildlands
Engineering, is acting for RI.
The Ellis Stream Enhancement Project is on Little Crooked Creek and involves approximately 2,050 linear feet
intermittent bank grading and channel stabilization work (Figures 2 & 3). There is one small tributary that
Wildlands Engineering, Inc. • phone [phone] • fax 704 - 332 -3306 • 1430 S. Mint Street, # 104 • Charlotte, NC 28203

enters from the left bank within the project reach but it will not be impacted by the work being proposed —
there are existing dry crossings and access that will be used to circumvent this tributary. This reach of Little
Crooked Creek is a sand bed stream system with gravely riffles. The stream banks are susceptible to erosion
making them horizontally unstable, particularly associated with debris jams and fallen trees associated with
large storm events. Dislodged trees and debrisjams are diverting flows at horizontal banks therefore
increasing erosion in areas with minimal buffered riparian zones. While the stream is incised, bankfull benches
are developing at a lower elevation in those areas in which the banks are heavily vegetated. Vertical stability is
generally not a problem; no existing nick points or critical grade control was identified in the project reach or
immediately downstream. In some isolated areas stone has been placed along the banks which has been
somewhat effective in reducing erosion, particularly in areas where vegetation has become established
amongst the stone.
The focus of efforts will be to lay back eroding banks to a stable bank angle that can be matted and revegetated
for long -term stability. In some cases, stone and wood structures will be installed to stabilize stream toes and
protect stream banks in areas where the existing stream pattern is diverting flows towards stream banks and
jeopardizing stability. No stream realignment is proposed —all of the work involves stabilization of the bed
and /or banks.
We have included the following supporting data:
• PCN form,
• Vicinity, USGS, and Site Maps,
• ii" x 17" copy of the 60% plan set,
• Signed Agent Authorization Form, and
• Photolog.
This same information has been submitted to the US Army Corps of Engineers, NC Wildlife Resources
Commission, and Asheville USFWS office. If you have any questions, please contact me at
0:704.332.7754 xiog M:704.8ig.o848
Sincerely,
Aaron Earley, PE, CFM
Water Resource Engineer
Enclosure

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Office Use Only:
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2 Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification (PCN) Form
A. Applicant Information 2 0 1 4 0 8 8 2
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: No: 27 or General Permit (GP) number:
-7 1c. Has the NWP or GP number been verified. by the Corps?
❑ Yes
® No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
Ellis Site — Stream Enhancement Project
2b. County:
McDowell County
2c. Nearest municipality / town:
Old Fort, NC
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
_
3a. Name(s) on Recorded Deed:
John Eric Ellis & Wife
3b. Deed Book and Page No.
499, 491 / 914,589
X014
3c. Responsible Party (for LLC if
applicable):
N/A
3d. Street address:
583 Pine Cove Road
3e. City, state, zip:
Old Fort, NC 28752
3f. Telephone no.:
828 -442 -5333
3g. Fax no.:
N/A
3h. Email address:
N/A
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: Resource Institute, LLC
4b. Name:
Charles Anderson
4c. Business name
(if applicable):
4d. Street address:
2714 Henning Dr.
4e. City, state, zip:
Winston - Salem, NC 27106
4f. Telephone no.:
336 - 750 -0177
4g. Fax no.:
336 - 750 -0177
4h. Email address:
canderson (a.resourceinstituteinc.orp
5. Agent/Consultant Information (if applicable)
5a. Name:
Aaron Earley
5b. Business name
(if applicable):
Wildlands Engineering Inc.
5c. Street address:
1430 S. Mint St, Suite 104
5d. City, state, zip:
Charlotte, NC 28203
5e. Telephone no.:
704.332.7754 x109
5f. Fax no.:
N/A
5g. Email address:
aearley @wildlandseng.com
Page 2 of 11

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
0658 -54 -2699 / 0658 -65 -2106
1 b. Site coordinates (in decimal degrees):
Latitude: 35.589056 Longitude: 82.176033
1 c. Property size:
38.68 & 47.8 acre tracts
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Little Crooked Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
Class C
2c. River basin:
Catawba 03050101
1 Project Description
3a. Describe the existing conditions on the site and the general land. use in the vicinity of the project at the time of this
application: The project area is located within &rural watershed. located in McDowell County, NC. On -Site conditions
include agricultural fields and open pasture land.
3b. List the total estimated acreage of all existing wetlands-on the property:
No wetlands exist within the project area.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 2,050 linear feet of perennial channel within the project area.
3d. Explain the purpose of the proposed project:
The Western Stream Initiative (WSI) program is a partnership in its first year of implementation to complete projects that
have been identified by Natural Resource Conservation Service (NRCS) staff in Western North Carolina. The purpose is
to conduct channel and bank enhancement work to reduce instream erosion. The NRCS funds WSI and similar bank
stabilization projects as agricultural best management practices for the purpose of reducing erosion and sedimentation
into streams, and in some cases for habitat enhancement.
3e. Describe the overall project in detail, including the type of equipment to be used:
The work performed on the site will consist of laying back stream banks to a stable bank angle that can be matted and re-
vegetated for long -term stability. In some cases, stone and wood structures will be installed to stabilize stream toes and
protect stream banks in areas where the existing stream pattern is diverting flows towards stream banks and jeopardizing
stability. Banks will be re- vegetated based on NRCS best management practices and will include seeding, matting, and
livestaking along the banks. Existing vegetated buffers will be maintained or enhanced where needed.
Streamwork will be conducted with trackhoes and tracktrucks and stream crossings should not be required. Due to the
large stream size, a• pump around is not a realistic option and work will be performed in the wet. Bank grading will be
done with caution to avoid spillback of graded sediments into the stream.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
❑Yes No F1 Unknown
Comments: Tasha Alexander of Asheville Office indicated
that photographs and USGS mapping should be sufficient
based on large size of the stream.
4b. If the Corps made the jurisdictional determination, what type
El Preliminary El Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company:
Name (if known):
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

Project Information and Prior Project History
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 4 of 11

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2: Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) ) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ®T
Construction/
Little Crooked
® PER
® Corps
15
2,050
Enhancement
Creek
❑ INT
® DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
2,050
3i. Comments: All impacts to on -site streams include temporary enhancement activities.
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑ PEI T
02 ❑ PEI T
03 ❑P ❑T
04 ❑P ❑T
0. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes 0 N If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse El Tar-Pamlico F1 Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
required?
B1 ❑P ❑T
El Yes
❑ No
B2 ❑P ❑T
El Yes
❑ No
B3 ❑ PEI T
F-1 Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The project constitutes a positive impact, promoting high quality bank and channel stabilization efforts. Banks will be re-
vegetated based on NRCS best management practices and will include seeding, matting, and livestaking along the
banks. Existing vegetated buffers will be maintained or enhanced where needed.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction practices will follow guidelines from the NC Erosion and Sediment Control Planning and Design Manual.
Bank grading will be conducted -with caution in order to avoid spillback of graded sediments into the stream: A
prequalified stream restoration contractor with a high level of experience and competency will be used.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 8 of 11

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: The project is located in the French Broad River Watershed (HUC
❑ Yes ® No
06010105) that isn't identified within one of the NC Riparian Buffer Protection
Rules.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0%
2b. Does this project require a Stormwater, Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: This project involves the enhancement
of on -site stream channels, no increase in impervious cover will result from the construction of this project.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
❑ Phase II
3b. Which of the following locally - implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
4a. Which of the following state - implemented stormwater management programs apply
❑ HQW
❑ ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal /state /local) funds or the
® Yes ❑ No
use of public (federal /state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
This is a stream enhancement project and will not cause an increase in development nor will it negatively impact
downstream water quality.
4. Sewage Disposal (DWQ Requirement)
4a. 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.
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Raleigh
® Asheville
5d. What data sources did you use to determine whether- your site would impact Endangered Species or Designated Critical
Habitat?
This is an, NRCS planned project and T &E species concerns were screened in- house. Additionally, a copy of this
permitting package has been forwarded to the USFWS Asheville Office and NC Wildlife Resource Commission to request
additional, information on the projects effects on federally protected species and habitat.
6. Essential- Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The enclosed permitting package has been forwarded to USFWS Asheville Office and the NC Wildlife Resource
Commission to request additional information on the projects effects on Essential Fish Habitat.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
This is an NRCS planned project and the cultural resources were screened in- house.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: This is a stream enhancement project and only involves temporary,
non - structural work within the floodplain. The floodplain administrator has been contacted and a floodplain development
permit will be obtained through no -rise certification, and more extensive modeling if required.
8c. What source(s) did you use to make the floodplain determination? Map No. 3710065800J, effective date October 2, 2008
Aaron Earley, PE, CFM
�^ S
8/13/2014
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 11 of 11

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Figure z USGS Topographic Map
Ellis Stream Enhancement Project
McDowell County, NC

Mutual ,Agreement
for
Stream Restoration Project
Resource 'Institute (RI) is a non-profit organization that assists organizations and
individuals in carrying out projects to protect natural and human resources while promoting
economic development. RI can assist with projects in a variety of ways, including, but not
limited to, fund- raising, administering project funds, and contracting for services needed to
complete a project. RI has recently adopted a project referred to as the Western North Carolina.
Stream Initiative to help fanners and landowners address eroding stream banks that are
negatively affecting them through loss of property, hazards for livestock, sediment transport into
a stream and degraded aquatic habitat. The farmer /landowner has either initiated an application
for assistance through USDA/NRCS's EQIP program or has already signed an
agreement/contract for assistance with USDA/NR.CS's EQIP program. RI's role is to help attain
the funding, for the design, construction oversight and unmet construction needs of the work for
sites with current EQIP program agreements /contracts through USDA/NRCS,
RI will assist the fanner/landowner by helping to address issues related to managing and
contracting for the required design, planning, permitting and construction work for stream
enhancement practices on the site, as well as necessary structure work, and bank stabilization.
RI's objective is to help address current water quality degradation issues; however, work cannot
be guaranteed for acts of nature related to flood events. RI is working with MRCS, Conservation
Districts and the farmer/landowner to help reduce those impacts as much as possible.
In providing services to the farmer/landowner on this tract of land for stream
restoration /stabilization activities to be performed we thereby mutually agree to the following
items:
1. The farmer /landowner will allow ingress and egress for all activities related to the stream
restoration/stabilization such as: surveys, engineering, construction, monitoring, etc. for
RI and its agents.
2. Farmer/landowner will follow the contractual guidance in the EQIP program with USDA,
NRCS,
3. Farmer/landowner will provide RI with a copy of the NRCS EQIP contract, for the
purpose of allowing RI to share with RI's other funders in an effort to help obtain
matching dollars.
4. RI will sorve as the financial manager for all fluids related to the stream
restoration/stabilization activities received for the project,
S. RI will provide project management services such as, obtaining the technical resources,
bidding and contracting of project elements, and project construction oversight.
6. RI will work with farmers/landowners to resolve differences between construction costs
and payment schedule rates.

Signature Sheet.
Stream Restoration Project Agreement Letter
M%Au - u q00 4--.
County Stream Length
Farmer/landowner Print Name and Title
4 O
Signature and Title
Date
Email Address
550-2137
Phone Number
Resource Institute Incorporated
Chairman, Resource Institute RC &D, Inc.
LI —I LI - l`` --
Date
0)
Stream Name

Stream} R:esiorati.'on:�`ro�ect
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ft V§ oiher-,funderglh,&i,,dff6ft-to=hblp�bbtAiii-
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Cly ,,Keceive for .tliexpirti�eCt:
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18i aiw,e Sheet:
mo tl*ft -er
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'LtqZ-- 53
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Date

A 6 ENTT': AUTIH 6 k o N k � FORM.
FOR.WNtSPMEAMPROTECTS
OR6 E_ lY.LEGAL - 0E$GRtM_
LOTNO. �D66db6bk-499'PO'491,,'PL,AN,NO'...
PARCEL ID __0658542699__... -.
LOTNO. _.Dbedb6W,91-'+N 589-PLAW"NO'; PARCEL ID.,, _0658652106-
STREET ADDRESS.- 5831TIfie C6V&iR6ad;,Old; Fort,, NC',28752.
Pleaseprilnta
Propertyi Owner: John Eric,'Ellis-,&VVife
Thei,property,,owners�above>Ilhave entered, intot,a-MerhoranduM,,6fU"nd6r-st,afndihg1,With-Res6deto�
A '-i,nii, iiI'l6l- i6", I-n- c- i,'that.authorizes.,the-activides-lproposed".On the �su bjectprop6fty-
('see attached for,
,reference).-As
an a6ffiorfzed represe6WNeW, Resource Instiftife,'I do herebylauthoriie
ta?ait 'o 'tions, nece qry.,,-fgr,the piq
,hq�f',�df-Resourcei-ipi�totg,.,, no t4kg�aljac­ g rqcessihgjl§suance,
.and ,ao:eptahte,6f:this p-6rhAtivot certi icatioffclild aOy-,',qhd`:,0'
11 standard ;and sp
attak'hdd'.
Resource lnstittfte'ls Address!
2714"Hen-nih"O U&6, Wih§tofi7Stil6r`►, NC:27106
TVephone% (336)1-750-05224
ceftif 11
y,ffieabovelifformation submitted h this applkatl6nls true,and accurate to the
besl of our knowledge:
Z
Authorized.'Signafur'le
Date:,- f
_7
-Authorized Sljh&dre,
'Dater

Western Stream Initiative - Ellis Site
Little Crooked Creek - ExistmLy Conditions
11 Erodine bank near ton of nroiect
bank near ford
2] Typical results of downstream meander bend migration at this site: fallen trees.
Meander bends to be treated with bank sloping and revegetation to reduce rate of
migration.
Undercut tree to be protected with log vane downstream
Fallen debris is instigating bank erosion in
6] Example of overly -wide reach with mid - channel bar

Western Stream Initiative -Ellis
McDowell County, NC
for
Resource Institute
2 0 1 4 0 8 8 2
t»
Vicinity Map
Not to Scale
e�
J�
LP
P�
No
KL'Y)L IkC.L
INSTI fI L
60% PLANS
ISSUED: AUGUST 12, 2014
BEFORE YOU DK30
CALL 1-800- 632 -4949
N.C. ONE -CALL CENTER
r7-8 TI-0 LAWI
Sheet Index
Title Sheet
General Notes and Symbols
Project Overview / ESC / Planting
Plan Sheets
Details - Structures
- Vegetative
- Erosion & Sediment Control
- Pump Around
Project Directory
Surveying:
Wildlands Engineering, Inc
Engineering:
Wildlands Engineering, Inc
License No. F -0831
1430 South Mint Street
Suite 104
Charlotte, NC 28203
Engineer /TSP:
Aaron Earley, PE
704 - 332 -7754
Construction Manager:
Jake McLean, PE
828 - 545 -3865
Owner:
Resource Institute
Site Rep:
Angela Green
0.1
0.2
1.0
2.1 -2.3
3.1 -3.3
4.1
5.1
5.2
NRCS Representative:
Kara M. Cassels
District Conservationist
Buncombe and McDowell Counties
155 Hilliard Ave., Suite 204
Asheville, NC 28801
(828) 254 -0916 x3
(828) 251 -4908 (fax)
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NOTE:
TOPOGRAPHIC MAPPING COMPLETED BY
WILDLANDS ENGINEERING.
GENERAL NOTES:
1. CONTACT NORTH CAROLINA "ONE CALL" CENTER (1- 800 - 632 -4949) PRIOR TO COMMENCEMENT OF
WORK. ALL DAMAGE TO UTILITIES BY CONTRACTOR SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE.
2. CONTRACTOR SHALL VERIFY THAT ACCESS TO NON - PARTICIPATING LANDOWNER'S BANK HAS BEEN
APPROVED PRIOR TO COMMENCING WORK ON RIGHT BANKS BELOW STATION 8 +80
3. CONTRACTOR TO REPAIR DISTURBED AREAS ON ALL PROPERTIES ACCESSED TO PRE - EXISTING
CONDITION.
4. CONTRACTOR SHALL DISPOSE OF EXCESS SOIL, ROCK, GRAVEL AND OF CLEARED AND GRUBBED
MATERIALS INCLUDING TREES, SHURBS, AND INVASIVE SPECIES AT AN APPROPRIATE LOCATION IN
ACCORDANCE WITH APPLICABLE LAWS & REGULATIONS.
5. DISPOSE OF TRASH AND DEBRIS GENERATED OR COLLECTED DURING WORK ACTIVITIES OR INDICATED
ON PLANS AND DISPOSE OFFSITE IN ACCORDANCE WITH APPLICABLE LAWS & REGULATIONS.
CONSTRUCTION NOTES:
1. LOCATION OF FEATURES TO BE DELINEATED BY ENGINEER IN FIELD. NO CONSTRUCTION
SURVEY IS NEEDED FOR HORIZONTAL LAYOUT, HOWEVER MEASUREMENTS AND SURVEY WILL BE
REQUIRED AS NECESSARY TO ACHIEVE DIMENSIONS IN DETAILS.
2. EXCESS CUT MATERIAL FROM BANK GRADING TO BE REMOVED FROM 100 -YEAR FLOODPLAIN
TO SUITABLE ON -SITE LOCATION (TO BE DETERMINED WITH LANDOWNER PERMISSION).
3. WORK SHALL BE LIMITED TO AN AREA THAT CAN BE STABILIZED WITH SEED, STRAW AND
MATTING BY THE END OF EACH WORK DAY.
Existing Property Line
Existing Thalweg
100— — Existing Major Contour
--------- - - - - -- Existing Minor Contour
- z x Existing Fenceline
Existing Treebne
Existi ng Tree
0 Small tree (existing)
0 Existing Power Pole
FEMA FP — FEMA FP Effective FEMA 100 -Year Floodplam
Proposed Major Contour
v r Proposed Minor Contour
10 +00
LOD —LOD
Proposed Thalweg Alignment
Proposed Temporary Silt Fence
See Detail 2, Sheet 5 1
Proposed Limits Of Disturbance
EROSION CONTROL NOTES:
1. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROL
DEVICES IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.
ADDITIONAL EROSION AND SEDIMENT CONTROL BASED ON WEATHER CONDITIONS OR
ADDITIONAL DISTURBANCE SHALL BE AT CONTRACTOR'S EXPENSE.
2. LOCATE EQUIPMENT AND MATERIALS STAGING LOCATIONS SO AS TO MINIMIZE SITE
DISTURBANCE. ENGINEER TO APPROVE ANY STAGING AREAS NOT DEPICTED ON PLANS.
3. INSTALL SILT FENCE ON STREAM SIDE OF ALL SOIL STOCKPILE AREAS OR STAGING
AREAS THAT CREATE BARE GROUND CONDITIONS OR STAGE OTHER MATERIALS OR
EQUIPMENT THAT COULD LEAD TO POLLUTION OF ADJACENT LAND OR WATER.
4. CONTRACTOR SHALL FOLLOW APPROVED HAUL ROUTES DEPICTED ON PLANS AND
SHALL NOT DISTURB OTHER AREAS WITHOUT ENGINEER APPROVAL.
S. INSTALL APPROPRIATE EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO
COMMENCING WORK.
6. CONTRACTOR RESPONSIBLE TO INSTALL ADEQUATE MEASURES WHEN CROSSING LIVE
STREAMS AT EXISTING FORD CROSSINGS IN ORDER TO PREVENT EROSION AND
SEDIMENTATION.
7. EQUIPMENT BROUGHT TO PROJECT SITE SHALL BE CLEAN AND FREE OF LEAKS.
8. CONTRACTOR TO MAINTAIN ALL EQUIPMENT AT LEAST 100 FEET AWAY FROM STREAM
AND SHALL MANAGE ALL FLUIDS TO PREVENT LEAKING ONTO GROUND OR TO ALLOW
FOR IMMEDIATE CLEAN -UP.
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Proposed Rock Cross Vane Proposed Construction Entrance Q) 1
See Detail 1, Sheet 3 1 ,„ ,n See Detail 3, Sheet 5.1 -1
Proposed Log Vane _ _ i y z
See Detail 2, Sheet 3 1 7—I U
Temporary Access Road � (,J
(along existing farm road) 4- o
Proposed Rock Vane T
See Detail 3, Sheet 3 1
— — — — — Temporary Access Road
(in field, requires post - construction repair)
Proposed Constructed Riffle
See Detail 4, Sheet 3 1 Proposed Stockpile Area / Staging Area ^O
P
Proposed Boulder Toe Protection
See Detail 1, Sheet 3 2
Tree to be Removed
Proposed Brush Toe
BT BT See Detail 2, Sheet 3 2 d'.�
Tree to be Protected
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Area outside of bank grading areas to be
Proposed Log Toe Vane
See Detail 3, Sheet 3 2
Proposed Root Wad
Planted with Temporary and Permanent Seed
See Detail 4, Sheet 3 2
Proposed Cover Log
See Detail 1, Sheet 3 3
and with Permanent Planting (areas to be converted
Proposed Juncus Toe
1T 1T
See Detail 7, Sheet 4 1
0
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Area outside of bank grading areas to be
Planted with Temporary and Permanent Seed
and with Permanent Planting (areas to be converted
to riparian buffer)
x x x x
Area to be Planted with Temporary
x x x x
and Permanent Seed (typically fields and haul roads)
e
8g
N
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r
1. ALL BANK GRADIN
SHALL BE SEED STRAW
G $R.
ROSION CONTROL
;U
d:d� FZ
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NKS NTED WITH P
C
AND ANTING DETA LS 3/4.1 and 4/4.1
=2 "zFLL E
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3. ALL UL ROADS
7ANENN
D AREAS DISTURBED DURI
3
SHALL B ED U
NOTES:
1. ALL BANK GRADIN
SHALL BE SEED STRAW
G $R.
ROSION CONTROL
ATTING DETAI 1/5.1
d:d� FZ
2. L DISTURBED B
NKS NTED WITH P
,WrZmF,
AND ANTING DETA LS 3/4.1 and 4/4.1
=2 "zFLL E
LL
3. ALL UL ROADS
7ANENN
D AREAS DISTURBED DURI
3
SHALL B ED U
LESS IT IS AN EXISTING FAR4.
ALL ISTING A
S, FENCES AND OTHER SITRETU
NED TO P -
TING CONDITION.
UIVLVIrf�CLJ GATES
SILT E AL>1�
HAUL ROAD ALONG
EXISTING FARM ROADS
(TYP)
FENC ,
STAGING AREAS p /�Fci
AND WHERE
DIRECTED (TYP)
HAUL ROADS THROUGH FIELD (TYF
TREAT COMPACTING AND RESEED
UPON COMPLETION I
/ -_ G ORGE
/ STAGING/ RE
/ STOCKPILE °
\ (TYP)
STAG I N G/
STOCKPILE
(TYP)
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ru i

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BOULDER TOE
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SHAPE
P T BAR
MOVE (TYP)
E
L
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g
GRADE TOP
HALF OF BANK
BOULDER
TOE
PROTECTION
SAVE TREE/
ROCK V
MOVE FALLEN TREE
FROM CHANNEL
END BANK
GRADING
REMOVE
MID-G�fiANNEL BAR
REMOVE WOODY DEBRIS FROM
CENTER OF CHANNEL,
BANK GRADING INCORPORATE INTO BRUSH TOE
2:1 SLOA
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HAUUACCESS
ROADS (TYP)
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BANK GRADING
2:1 SLOPE t
ROCK VANE
EXISTING
EBRIS TO
POINT BAR
REMAIN AS TOE
GRADING
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BANK GRADING
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BOULDER TOE
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JUNCUS PLANTED BEHIND
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NOTE:
1. ALL BANK GRADING SHALL BE
SEEDED AND MATTED PER EROSION
CONTROL MATTING DETAIL 115.1
HAUIJACCESS
ROADS (TYP)
EXISTING
TRIBUTARY
ROCK VANE
REMOVE FALLEN
TREE FROM
LOG TOE VANE,
" & BANK GRADING
(1.5 -2:1)
BOULDER TOE
PROTECTION PROVN
yfr.
LOG VANE: FILL BEHIND
�.
jr
MINOR POINT BAR GRADING
Al AS DIRECTED IN FIELD
REMOVE FALLEN
TREES FROM CHANNEL
MINOR POINT BAR GRADING
AS DIRECTED IN FIELD, KEEP
TREES IF POSSIBLE
ROCK VANE, 2:1
u:
A $ m
BANK GRADING AND
ZzNLL
BOULDER TOE
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ROOTWADS
(OPPOSITE
LAND OWNER)
BOULDER TOE
OR LOG TOE
PROTECTION
REMOVE TREE
AND DEBRIS
FROM CHANNEL
REMOVE TREE
FROM CHANNEL
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STRUCTUREII
ELEVATION
PER Pi
L�w
Rock Cross Vane
31 Not to Scale
PLACE HEADER BOULDERS
WITH V TO 2' CLEAR SPACE
BETWEEN ROCKS
1116
FLOW /
NOTE DIMENSIONAL VALUES
LISTED ON SHEET 5 8
INVERT ELEVATION
PER PROFILE
BACKFILL(ON -SITE ALLUVIUM �{1' CHANNELBED
OR NO 57 STONE)
TYPE 2 TOE
FILTER FABRIC
(P)
CLASS A
STONE
CLASS B
STONE
EXTEND FILTER
FABRICS' MIN
UPSTREAM
Section A -A'
STRUCTURE INVERT ELEVATION HEADER ROCK
/PER PROFILE /
TOP OF BANK (TYP)
TOE OF SLOPE TYP SLOPES t i
FOOTER ROCK
CLASS A
STONE
CLASS B
STONE
EXTEND FILTER
FABRIC 5' MIN Profile View
UPSTREAM
B-B'
i
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[pry .N
(Y/
Plan View
3 Rock Vane
31 / Nor to Scale
w 3)
,��4
i�
6" SALVAGED ONSITE
COBBLE /GRAVEL
RED MATERIAL
HEADER LOG
STREAMBED
NONWOVEN FOOTER LOG
FILTER FABRIC L.
EXTEND FILTER FABRIC
V MIN UPSTREAM
INVERT ELEVATION
PER PROFILE
FLOW
x
TABILIZE VANE T
VITH ONE BOULDER
IN EACH SIDE
EXCAVATE POOL
PER PROFILE
Plan V­
Log Vane
\,I!,/ Not to Scale
HEAD OF RIFFLE ELEVATIC
POINT PER PROFIT
SLOPE --- -�-
/ HEADERLOG
FOOTER LOG
Profile B - B'
SFF PAnFII F
Plan View
B
HEAD )f RIFFLE
f
z
0
mQt5
- RIFFLE ELEVATION
PER PROFILE
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HEADER ROCK
BACKFILL (ON -SITE NATIVE 1'
EXCAVATE
EXCAVATE POOL
MATERIALS OR NO 57 STONE) 1'
HEADER
0 25' TO 0 5'
/ PER PROFILE
NONWOVEN TOE DF SLOPE
UPSTREAM OF FOOTER
/ !J�
FILTER FABRIC ,�_,��
— A LBED
SCOUR
_ POOLS
—�
CLASSA
\ \ B'
STONE
FOOTER ROCK
_
CLASS B
STONE
EXTEND FILTER FABRIC
v
I
5' MIN UPSTREAM
ELEVATION PER PROFILE
Section A -A'
�AryE m
[pry .N
(Y/
Plan View
3 Rock Vane
31 / Nor to Scale
w 3)
,��4
i�
6" SALVAGED ONSITE
COBBLE /GRAVEL
RED MATERIAL
HEADER LOG
STREAMBED
NONWOVEN FOOTER LOG
FILTER FABRIC L.
EXTEND FILTER FABRIC
V MIN UPSTREAM
INVERT ELEVATION
PER PROFILE
FLOW
x
TABILIZE VANE T
VITH ONE BOULDER
IN EACH SIDE
EXCAVATE POOL
PER PROFILE
Plan V­
Log Vane
\,I!,/ Not to Scale
HEAD OF RIFFLE ELEVATIC
POINT PER PROFIT
SLOPE --- -�-
/ HEADERLOG
FOOTER LOG
Profile B - B'
SFF PAnFII F
Plan View
B
HEAD )f RIFFLE
f
z
0
mQt5
- RIFFLE ELEVATION
PER PROFILE
qa
Z - r00inm"
- T� El! z,m., z
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COBBLE /GRAVEL
BED MATERIAL
STRUCTURE INVERT
ELEVATION PER PROFILE
HEADER ROCK
TOP np RA
6" SALVAGED ONSITE
COBBLE /GRAVEL
BED MATERIAL
x
�-
S
PROFILE
SLOPE
TOE OF �. —r
SLOPE
FOOTER ROCK
TOP OF BANK fTYP)
\ `
Profile View B-B'
Profile A -A'
Section B-B'
0
9 <
8
`
t -'1
m
Constructed Riffle
3 I Not to Scale
-
E w
_
3

MATTING WHERE SPECIFIED ON PLANS
BACKFILL (ON -SITE NATIVE
MATERIALS OR NO 57 STONE)
EXISTING
NATIVE MATERIAL AND COURSE FILL FROM EXISTING ERODED BANK SEGMENT ERODED BANK
STREAMBED REPLACE ERODED BANK GENTLER SLOPE
TO MATCH MORE STABLE UPSTREAM AND B
DOWNSTREAM BANK CONDITIONS
FLOW
i
EXTEND FILTER FABRIC
S' MIN UPSTREAM
Section A -A' (CASE 1)
k PLACE BOULDERS TO COVER TOE EROSION
m
GRADING /MATTING WHERE SPECIFIED ON PLANS
z
a B
Plan View EXISTING
BANK WITH VERTICAL TOE
HEADER ROCK
BASE FLOW FLOW
ELEVATION SLR
-yam o
_ _ \
EMBED BOULDERS 10' (MIN) FOOTER ROCK
BELOW CHANNEL BED
NOTE Profile View C-C
1 FOR STREAM BEDS WITH
COARSE SUBSTRATE
PROVIDE FOOTER ROCKS
a O 0{
m 1
O Y
O WO
20 °_3p.
y-Y
4•
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ei <�
POOL
/E
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Plan View
B
ROCK
K
OFFSET HEADER
025'TOO S'
UPSTREAM OF FOOTER
EL BED
OFFSET HEADER
025'To 05'
UPSTREAM OF FOOTER
BED
EXTEND FILTER FABRIC FOOTER ROCK
5' MIN UPSTREAM
Section A -A' (CASE 2)
THIS 15 TYPICAL CASE FOR TO WNSEND SITE
NORMAL TOP SITS 0.5'
ABOVE BASEFLOW
BASEFLOW o
TOP OF BANK
EXISTING
ERODED BANK
Section B -B' FOOTER ROCK F_
&
Boulder Toe Protection
3 2 Not to Scale
6" SALVAGED ONSITE
COBBLE /GRAVEL
BED MATERIAL
HEADER LOG
NONWOVEN STREAMBED
FILTER FABRIC FOOTER LOG
EXTEND FILTER FABRIC
5' MIN UPSTREAM
INVERT ELEVATION
PER PROFILE TOP OF 13ANK
FL- OW
SLOPE
STABILIZE VANE / HEADER LOG
WITH ONE BOULDER
ON EACH SIDE FOOTER LOG
Profile B - B'
'EXCAVATE POOL
PER PROFILE
LogToe Vane
Vane
3 2 Not to Scale
`�� I C_::�A
BACKFILL
EROSION CONTROL MATTING
BRUSH AND WOOD DEBRIS
#57 WASHED STONE
i�BRUSH AND WOOD DEBRIS
#57 WASHED STONE
ROOT WAD INSTALLATION
1 EXCAVATE ATRENCH A MINIMUM OF TWO
TIMES THE WIDTH OF THE TRUNK AND DEEP
ENOUGH SUCH THAT Y OF THE ROOTMASS IS
BELOW THE CHANNEL BOTTOM AND THAT
FOOTER LOG CAN BE PLACED
2_ PLACE ROOT WAD IN TRENCH, BACKFILL, AND
COMPACT
2 Brush Toe
32 of to Cale
SSE LOGS
ERNATING #57 STONE
) BRUSH/WOODY DEBRIS LAYERS
TOP OF BANK (BANKFULL)
NOTES:
1 OVEREXCAVATE 3' OUTSIDE OF TOP OF BANK (BANKFULL)
2 INSTALL BASE LOGS IN A CRISS CROSS PATTERN, DRIVING THEM
INTO THE EXISTING BANK A MINIMUM OF 2' BASE LOGS SHALL
BE 6 " -12" DIAMETER
3 INSTALL A LAYER OF #57 WAHSED STONE ON TOP OF THE BASE
LOGS LIGHTLY SPREAD #57 WASHED STONE TO FILL VOIDS
BETWEEN BASE LOGS AVOID HEAVY COMPACTION TO
PREVENT DAMAGE TO THE BASE LOGS
4 INSTALL A LAYER OF BRUSH/WOODY DEBRIS, WHICH SHALL
CONSIST OF SMALL BRANCHES AND ROOTS COLLECTED
ON -SITE LIGHTLY COMPACT BRUSH/WOODY DEBRIS LAYER
5 BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY
PARALLEL AND IS INSTALLED POINTING SLIGHTLY UPSTREAM
6 INSTALL ALTERNATING #57 WASHED STONE AND
BRUSH/WOODY DEBRIS LAYERS TO Yi TO % BANKFULL HEIGHT
7 INSTALL EARTH BACKFILL OVER FINAL BRUSH/WOODY LAYER
ACCORDING TO TYPICAL SECTION DIMENSIONS.
8 INSTALL EROSION CONTROL MATTING AND BANK
STABILIZATION PER PLANS
INSTALL ROOT WAD SUCH THAT 1/3 OF THE ROOT WAD
MASS IS BURIED BELOW THE CHANNEL BOTTOM (TYP)
BERM
r,
Plan View
CONTROL MATTING
Root Wad
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BACKFILL
EROSION CONTROL MATTING
BRUSH AND WOOD DEBRIS
#57 WASHED STONE
i�BRUSH AND WOOD DEBRIS
#57 WASHED STONE
ROOT WAD INSTALLATION
1 EXCAVATE ATRENCH A MINIMUM OF TWO
TIMES THE WIDTH OF THE TRUNK AND DEEP
ENOUGH SUCH THAT Y OF THE ROOTMASS IS
BELOW THE CHANNEL BOTTOM AND THAT
FOOTER LOG CAN BE PLACED
2_ PLACE ROOT WAD IN TRENCH, BACKFILL, AND
COMPACT
2 Brush Toe
32 of to Cale
SSE LOGS
ERNATING #57 STONE
) BRUSH/WOODY DEBRIS LAYERS
TOP OF BANK (BANKFULL)
NOTES:
1 OVEREXCAVATE 3' OUTSIDE OF TOP OF BANK (BANKFULL)
2 INSTALL BASE LOGS IN A CRISS CROSS PATTERN, DRIVING THEM
INTO THE EXISTING BANK A MINIMUM OF 2' BASE LOGS SHALL
BE 6 " -12" DIAMETER
3 INSTALL A LAYER OF #57 WAHSED STONE ON TOP OF THE BASE
LOGS LIGHTLY SPREAD #57 WASHED STONE TO FILL VOIDS
BETWEEN BASE LOGS AVOID HEAVY COMPACTION TO
PREVENT DAMAGE TO THE BASE LOGS
4 INSTALL A LAYER OF BRUSH/WOODY DEBRIS, WHICH SHALL
CONSIST OF SMALL BRANCHES AND ROOTS COLLECTED
ON -SITE LIGHTLY COMPACT BRUSH/WOODY DEBRIS LAYER
5 BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY
PARALLEL AND IS INSTALLED POINTING SLIGHTLY UPSTREAM
6 INSTALL ALTERNATING #57 WASHED STONE AND
BRUSH/WOODY DEBRIS LAYERS TO Yi TO % BANKFULL HEIGHT
7 INSTALL EARTH BACKFILL OVER FINAL BRUSH/WOODY LAYER
ACCORDING TO TYPICAL SECTION DIMENSIONS.
8 INSTALL EROSION CONTROL MATTING AND BANK
STABILIZATION PER PLANS
INSTALL ROOT WAD SUCH THAT 1/3 OF THE ROOT WAD
MASS IS BURIED BELOW THE CHANNEL BOTTOM (TYP)
BERM
r,
Plan View
CONTROL MATTING
Root Wad
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FOOTER LOG
COVER LOG
_ mo
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TRANSPLANT/
X04,
BRUSH TOE
A'
Plan View
Q•
GOB
1
J
COVERLOG
FOOTER LOG
BURIED 6" BELOW
1
MAX POOL DEPTH
Section A -A'
U
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W
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SPACING PER
PLANTING PLAN
Section View
O
�.r
1( 1(
INSERT THE DIBBLE, OR
REMOVE THE DIBBLE, OR
INSERT THE DIBBLE, OR
SHOVEL, STRAIGHT DOWN
SHOVEL, AND PUSH THE
SHOVEL, SEVERAL INCHES IN
INTO THE SOIL TO THE FULL
SEEDLING ROOTS DEEP INTO
FRONT OFTHE SEEDLING
DEPTH OF THE BLADE AND
THE PLANTING HOLE PULLTHE
AND PUSH THE BLADE
PULL BACK ON THE HANDLE
SEEDLING BACK UP TO THE
HALFWAY INTO THE SOIL
TO OPEN THE PLANTING
CORRECT PLANTING DEPTH
TWIST AND PUSH THE
HOLE (DO NOT ROCK THE
(THE ROOT COLLAR SHOULD BE
HANDLE FORWARD TO
SHOVEL BACK AND FORTH
1 TO INCHES BELOW THE SOIL
CLOSE THE TOP OF THE SLIT
AS THIS CAUSES SOIL IN THE
SURFACE) GENTLY SHAKE THE
TO HOLD THE SEEDLING IN
PLANTING HOLE TO BE
SEEDLING TO ALLOW THE
PLACE
COMPACTED, INHIBITING
ROOTS TO STRAIGHTEN OUT
12R;
ROOTGROWTH
DO NOT TWIST OR SPIN THE
t),S- i:Q�cal.
WWI
SEEDLING OR LEAVE THE ROOTS
Rher Bhch'
122 -
1- ROOTED
1;0.25't(r1
DIBBLE BAR
PLANTING BAR SHALL HAVE A
BLADE WITH A TRIANGULAR
CROSS - SECTION, AND SHALL BE 12
INCHES LONG, 4 INCHES WIDE AND
1 INCH THICK AT CENTER
ROOTING PRUNING
ALL ROOTS SHALL BE PRUNED TO
AN APPORIATE LENGTH TO
PREVENT I- ROOTING
NOTES
1 ALL SOILS WITHIN THE BUFFER
PLANTING AREA SHALL BE DISKED, AS
REQUIRED, PRIOR TO PLANTING
2 ALL PLANTS SHALL BE PROPERLY
HANDLED PRIOR TO INSTALLATION TO
INSURE SURVIVAL
2' TYPICAL
^2 •
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2x CONTAINER WIDTH
PUSH THE DIBBLE, OR PULL BACK ON THE HANDLE TO REMOVE THE DIBBLE, OR GO�
SHOVEL, DOWN TO THE CLOSE THE BOTTOM OF THE SHOVEL, AND CLOSE AND FIRM
FULL DEPTH OF THE BLADE PLANTING HOLD THEN PUSH UP THE OPENING WITH YOUR
FORWARD TO CLOSE THE TOP, HEEL BE CAREFUL TO AVOID
ELIMINATING AIR POCKETS DAMAGING THE SEEDLING
AROUND THE ROOT
''RiPARIANiBUFFER'PL'ANT
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PLANTING SPECIES TO BE
REVIEWED FOR 100% PLANS
;STREAMBANK PLANTING ZONE `
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DIAMETER -, r
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Live Stake Detail
Bare Root Planting
47 Not to' ae
Permanent Planting
k,LV Not to Scale
co36
'1A \
oz* CONTROL
MATTING
\v (SEE DETAIL)
TOP OF BANK
LIVE STAKE (TYP)
TOE OF SLOPE
Section View
G Live Staking
Not to Scale
�^ ^1.11I 1 U UP BANK
A A A A
4••roA A A A
A A A A
A A A A A
Plan View
NOTE'
1 LIVE STAKES TO BE PLANTED IN AREAS AS SHOWN ON
PLANS AND DIRECTED BY THE ENGINEER.
Containerized Planting
41 Not to Scale
^ PER' bAl4NEN_ TR�AIi111N�SEED,PLANTIN_G,20NE;
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r - - - 12=
Note Use general purpose seeding mix in fields and areas outside
of stream bank and immediate streamside buffer zone
0 Permanent Seeding
of to Scale
JUNCUS PLUG (TYP)
Y - 5' SPACING FOR IUNCUS PW
TOE OF SLOPE -
EROSION CONTROL
LIVE STAKE (TYP) MATTING
SEE PLAN VIEW \y (SEE DETAIL)
FOR SPACING
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Section View -Large Streams I 2
NOTE
1 INSTALL JUNCUS EFFUSUS WHERE INDICATED ON
PLANS AND AS DIRECTED BY ENGINEER
2 DO NOT INSTALL DURING WINTER
juncus Toe Protection
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6" MIN OVERLAP IN
2^
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a/+�
DOWNSTREAM DIRECTION
Z �«°i• o° o° c
AT MAT ENDS
Znt�LL E
STAKE (TYP) TOP OF BANK
8' MAX WITH WIRE
uo u _
(6'MAX WITHOUT WIRE)
FRES
SF''1pNG
MIDDLE AND VERTICAL W
ti
SHALL BE 12 }GAGE MIN
FILTER FABRIC
TOP AND BOTTOM STRAND
TOE OF SLOPE
SHALL BE 10 GAUGE MIN
er
Plan View
Typical Stake
WIRE
EROSION CONTROL
MATTING (TYP)
FILTER FABRIC
O�
L
TOP OF BANK
3 4 APPLY LIVESTAKING (TYP)
SECURE MATTING IN
NOTES COMPACTED FILL
EXISTING GROUND
STAKE (NP)
j
\
6" DEEP TRENCH
1 USE WIRE A MINIUM OF 32" IN WIDTH AND WITH
\ //�
✓ice.=
A MINIMUM OF 6 LINES OF WIRES WITH 12" STAY
�//
i✓i
SPACING "% bo
a
\
2 WIDTH
FFASTEN EWIRES
TOE OF SLOPE ^
%
AND ADEQUATELY O THE AS
DIRECTED By THE ENGINEER
�4"
F =
d6
3 PROVIDE 5'STEEL POST OF THE SELF- FASTENER
wo
ANGLE STEEL TYPE ANGLE STEELTYPE EXTEND FABRIC
w o
INTO TRENCH
H
r
U
Section View
z
In
Erosion Control Matting
Temporary Silt Fence
o
5 t Not to Scale
Not to Scale
W •+�-+
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4
a r.
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4- C)
NOTES:
TEMPdRARY.8EEDING'
UO IL
Q� / 1
1 PROVIDE TURNING RADIUS SUFFICIENTTO
APPROVE�011TE,� :TYPE: .PL°ANTItiC
"RATE
3 V 4-�
ACCOMMODATE LARGE TRUCKS
8178
5 LOCATE CONSTRUCTION ENTRANCE AT ALL POINTS
R� t� Sbca[s'C1B>eeJ®
12D•
•^
p�
OF INGRESS AND EGRESS UNTIL SITE 15 STABILIZED
GTaind' fiAaltimistane`,
'000
LPO
PROVIDE FREQUENT CHECKS OF THE DEVICE AND
Jan�1 May h 1a1o.16Fett�;
7so:-.
^^�
0J
TIMELY MAINTENANCE
6 MUST BE MAINTAINED IN A CONDITION WHICH
Straw MLkh
4000
h--1
WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
�O-
ONTOSTREETS PERIODIC TOP DRESSING WITH
GroeM iadhmal Limestone
006
STONE WILL BE NECESSARY
fi4y4 =Aug 15
1o:1a1o�ts�z�
�r.;oa
7 ANY MATERIAL TRACKED ONTO THE ROADWAY
MUST BE CLEANED IMMEDIATELY
SR-auYWRtklt� _
_4066
3
8 USE CLASS A STONE OR OTHER COARSE AGGREGATE
R 'Grass" 5'ac'
120�-
"
APPROVED BY THE ENGINEER
9 PLACE FILTER FABRIC
a�g;t5= i}ec36' Ground
BENEATH STONE
CLASS A STONE
8" MIN DEPTH ��'
Construction Entrance
�
n Temporary Seeding
S t of to Scale
a N
s t of to Scale
u J
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a 3 a
•
iadturalthnestina:_
600
10=1 '10 et;
1.000
Straw_Mutch �_
_4000

F I La
O
INTAKE HOSE
DAM
TEMPORARY
SEDIMENT
BASIN
EMERGENCY /
SPILLWAY
DISCHARGE HOSE
DEWATERING BAG
(SEE INSET "A ")
(S:) Outlet Protection
5 2 Not to Scale
HIGH STRENGTH
DOUBLE STITCHED
"1" TYPE SEAMS.
BAG PLACED ON
AGGREGATED OR STRAW \
DEWATERING
PUMP
Plan View
is,
SEWN IN SPOUT
HIGH STRENGTH STRAPPING
e
0
0
IMPI
IS
FOR AOLDING HOSE EXISTING TERRAIN DEWATERING BAG
IN PLACE
­WATER FLOW
f
STREAM BED
FROM PUMP
FLEXIBLE
GEORGIA ..
DISCHARGE HOSE
FILTER FABRIC
15'to 20'
.•
10' MIN
FILTER FABRIC
Inset "B"
Sediment Basin Pumping System
\,L2./ Not to Scale
STABILIZED OUTLET USING CLASS B
RIPRAP TRENCHED INTO EXISTING
GROUND A MINIMUM OF 6" SIZEAND
LOCATION TO BE DETERMINED IN THE
FIELD BY THE ENGINEER
/FLEXIBLE DISCHARGE HOSE FROM
PUMP AROUND PUMP HELD IN PLACE
WITH SAND BAGS AS NEEDED
ISEE INSET "A ")
HIGH STRENGTH
DOUBLE STITCHED
"1" TYPE SEAMS
BAG PLACED ON
SATED OR STRAW
IMPERVIOUS DIKE
(SEE INSET "B ")
ZED OUTLET
RIPRAP AND
-ILTER FABRIC
(SEE INSET "C ")
SEWN IN SPOUT EXISTING TERRAIN DEWATERING BAG
HIGH STRENGTH STRAPPING
TERING FOR HOLDING HOSE
AG IN PLACE
_WATER FLOW STREAM BED
FROM PUMP
15'
FLEXIBLE 8" of CLASS B RIPRAP
DISCHARGE HOSE FILTER FABRIC
15' to 20'
Inset °A" NOTE
Dewatei9n' Ba>;
1 PROVIDE STABILIZED OUTLET TO
STREAMBED
SAND BAG
(24" X 12" X 6")
OR STONE
IMPERVIOUS SHEETING
FLOW
Inset "B"
Impervious Dike
STABILIZED OUTLET USING CLASS B
RIPRAP TRENCHED INTO EXISTING
GROUND A MINIMUM OF 6" SIZE AND
LOCATION TO BE DETERMINED IN THE
FIELD BY THE ENGINEER
FLEXIBLE DISCHARGE HOSE FROM
10' MIN / PUMP AROUND PUMP HELD IN PLACE
WITH SAND BAGS AS NEEDED
Plan View��� ,�a��` FILTER FABRIC
Inset "C"
2
Pump Around System stabilized outlet
5 2 Not to Scale
BANK
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a�Nzm�=
2� pj °oo c
wo u�LLE
31
i�
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Special Stilling Basin Lf�
5 2 Not to Scale
E W