20161095 Ver 1_401 Application_20161116

Montalvo, Sheri A
From: Fox, Tim
Sent: Friday, January 13, 2017 8:12 AM
To: Montalvo, Sheri A ��®
Cc: Price, Zan (George); [e-mail]
Subject: RE:20161095,�,,r
Sheri,
I spoke with Mathew Wood about this application. He did not receive anything regarding providing additional info (fee).
Could you resend the letter sent to him either by email or mail and he will address.
He is carbon copied on this email and his correct address is:
Mathew Wood
PO Box 817
Marble, NC 28905
828-321-5032
Thank you
Tim
Tim Fox - [e-mail]
North Carolina Dept. of Environmental Quality
Asheville Regional Office
Division of Water Resources — Water Quality Programs
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
01--
. `=,-'—Nothinq Compares -
Notice: Email correspondence to and from this address may be subject to the NC Public Records Law and may be
disclosed to third parties.
From: Montalvo, Sheri A
Sent: Wednesday, January 11, 2017 9:45 AM
To: Fox, Tim <[e-mail]>
Subject: 20161095
Tim,

I had sent out an additional info request for the above on November 10 2016 for
needing more fee. I have not had a response from it to date. Do you want me to go
ahead and withdraw this application?
Thanks
Sheri Montalvo
Administrative Assistant
401 & Buffer Permitting Branch
Division of Water Resources
North Carolina Department of Environmental Quality
919-807-6303 (office)
919 807-6494 (fax)
[e-mail]
Physical: 512 N. Salisbury St., Ste 942-D, Raleigh, NC 27604
Mailing: 1617 Mail Service Center, Raleigh, NC 27699-1617
--':�-`Nothinq Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
2

Montalvo, Sheri A
From: Montalvo, Sheri A
Sent: Wednesday, January 11, 2017 9:45 AM
To: Fox, Tim
Subject: 20161095
Tim,
had sent out an additional info request for the above on November 10 2016 for
needing more fee. I have not had a response from it to date. Do you want me to go
ahead and withdraw this application?
Thanks
Sheri Montalvo
Administrative Assistant
401 & Buffer Permitting Branch
Division of Water Resources
North Carolina Department of Environmental Quality
919-807-6303 (office)
919 807-6494 (fax)
sheri. montalvo(a)ncdenr.gov
Physical: 512 N. Salisbury St., Ste 942-D, Raleigh, NC 27604
Mailing: 1617 Mail Service Center, Raleigh, INC 27699-1617
"t'^Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

PAT MCCRORY
DONALD R. VAN DER VAART
....
.„
S. JAY ZIMMERMAN
November 10, 2016
DWR # 16-1095
Cherokee County
Wood Farm
Attn: Matthew Wood
5836 Airport Rd
Andrews, NC 28901
Subject: REQUEST FOR ADDITIONAL INFORMATION
Matthew Wood
Dear Mr. Wood:
On November 9, 2016, the Division of Water Resources (Division) received your
application requesting a 401 Water Quality Certification from the Division for the subject
project. The Division has determined that your application is incomplete and cannot be
processed. The application is on -hold until all of the following information is
received:
Need More Fee
A review of the Pre -Construction Notification (PCN) Form indicates this application
is for _389_ linear feet of stream impacts. Pursuant to 143-215.3D (e), a $570
permitting fee is required to process this application. Check # 1992 was applied;
however, the remaining balance to remit is $330. Please remit a check to DEQ-
DWR, 1617 Mail Service Center, Raleigh, NC 27699-1617.
Pursuant to Title 15A NCAC 02H .0502(e) the applicant shall furnish all of the above
requested information for the proper consideration of the application. If all of the requested
information is not received in writing at the address below within 30 calendar days of
receipt of this letter, the Division will be unable to process the application and it will be
returned. The return of this project will necessitate reapplication to the Division for
approval, including a complete application package and the appropriate fee.
State of Nath Carolina I Environmental Quality I Water Resources 1 401 & Buffer Pennitting
1617 Mail service Center I Raleigh, North Carolina 27699-1617
919 707 6300

DWR # 16-1095
Request for Additional Info
Page 2 of 2
Please be aware that you have no authorization under Section 401 of the Clean Water Act
for this activity and any work done within waters of the state may be a violation of North
Carolina General Statutes and. Administrative Code.
Please contact Sheri Montalvo at 919-807-6303 or Sheri.montalvo6a ncdenr.gov if you
have any questions or concerns.
cc: USACE Asheville Regulatory Field Office
DWR ARO 401 files
DWR 401 & Buffer Permitting Unit
R
Supe i r
401 & Buffer Permitting Unit
Filename: 161095MatthewWood(Cherokee)_HOLD

November 4, 2016
NC Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: PCN Application
Matthew Wood Stream Repair and Stabilization
Andrews, Cherokee County, NC
Mrs. Higgins:
PAID Z0 s�095
I, respectfully request verification of a NWP 27 for the stream repair and stabilization along""A_
River, Whitaker Branch, and Brown Creek in Cherokee County. In accordance with environmental
permitting requirements, I have attached the following information to assist in your review of the
project:
• Five copies of the completed Pre -Construction Notification;
• Five copies of the permit drawing denoting impacts to jurisdictional resources;
• Five copies of associated mapping with regards to the project area;
• Five copies of the NRCS agreement;
• Five copies of the Cherokee County Tax Card;
• Five Copies of Applicant Authorization Form.
Based on the temporary impacts to the stream from installation of structures; no stream mitigation is
being proposed.
If you have any questions or concerns regarding this submittal, please do not hesitate to contact me at
828-321-5032.
Sincerely,
Matthew Wood
cc: Lane Sauls, Ecological Engineering
James Bristol, Landowner
2016 O

o/��0�NN ATF,q
y 1 IL.J_�JY`J�
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 10
Pre -Construction Notification PCN Form
A. Applicant Information
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: 27 or General Permit (GP) number: N/A
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1d.
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)? I
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Matthew Wood Stream Repair and Stabilization Project
2b.
County:
Cherokee
2c.
Nearest municipality / town:
Andrews
2d.
Subdivision name:
not applicable
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
James and Betty Bristol
3b.
Deed Book and Page No.
Not applicable
3c.
Responsible Party (for LLC if
applicable):
1 401p
3d.
Street address:
1748 Fairview Rd.
3e.
City, state, zip:
Andrews, NC 28901
3f.
Telephone no.:
N/A
3g.
Fax no.:
N/A
3h.
Email address:
N/A
Page 1 of 10

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ® Other, specify:
4b.
Name:
Matthew Wood
4c.
Business name
(if applicable):
Wood Farm
4d.
Street address:
5836 Airport Rd.
4e.
City, state, zip:
Andrews, NC 28901
4f.
Telephone no.:
828-321-5032
4g.
Fax no.:
n/a
4h.
Email address:
n/a
5.
Agent/Consultant Information (if applicable)
5a.
Name:
5b.
Business name
(if applicable):
5c.
Street address:
5d.
City, state, zip:
5e. Telephone no.:
5f.
Fax no.:
5g.
Email address:
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
555501095338000
1 b. Site coordinates (in decimal degrees):
Latitude: 35.191129 Longitude: - 83.854303
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
19.6 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Valley River, Whitaker Branch, Brown Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
Valley River-C;Tr, Whitaker Branch -C, Brown Creek -C
2c. River basin:
Hiwassee
3. 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 site is being used as pasture. The streams run through the pasture and are downcutting and migrating laterally.
3b. List the total estimated acreage of all existing wetlands on the property:
None have been identified, pasture land (no change of land use)
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Valley River -793 If, Whitaker Branch -338 If, Brown Creek -467 If TOTAL -1,598 If
3d. Explain the purpose of the proposed project:
To stabilize the eroding stream banks of the Valley River, Whitaker Branch, and Brown Creek.
3e. Describe the overall project in detail, including the type of equipment to be used:
The banks will be graded in areas to stabilize them and rock cross vanes and log drops/constructed riffles will be installed
to reduce downcutting. Standard equipment, such as trucks and bulldozers will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
El Yes ®No El Unknown
project (including all prior phases) in the past?
Comments:
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.
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
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 3 of 10

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. 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)
(if known)
DWQ — non -404, other)
(acres)
or Temporary
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments: N/A
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)
intermittent
DWQ — non -404,
width
(linear
or Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ® T
Rock Cross Vane /
Log Drop/Constructed
Brown Creek
® PER
INT
® Corps
®DWQ
8
149
Riffles Installation
Rock Cross Vane /
S2 ❑ P ®T
Log Drop/Constructed
Riffles Installation and
Whitaker Branch
® PER
❑ INT
® Corps
® DWQ
8
240
Channel Realignment
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
389
3i. Comments: Temporary impacts are for installation of structures and channel re-alignament, no grading along the Valley
River will occur below the mean high water mark.
Page 4 of 10

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.
Open water
impact number
— Permanent
(P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
01 ❑P❑T
02 ❑P❑T
03 ❑P
04 ❑P
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then com tete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose of
pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes No If yes, permit ID no:
5i. Expected pond surface area (acres):
N/A
5j. Size of pond watershed (acres):
N/A
5k. Method of construction:
N/A
Page 5 of 10

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 ❑ Tar -Pamlico ❑ 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)
for
Stream name
mitigation
(square feet)
(square feet)
or Temporary
impact
required?
T
B1 ❑P❑T
El Yes
❑ No
B2 ❑ PEI T
El Yes
❑ No
B3 ❑ P ❑ T
❑ Yes
❑ No
6h. Total buffer impacts
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
This project is a stream repair and stabilization project. The only work being conducted is for stream repair and stabilization
purposes. No other work will occur.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Best Management Practices for Protection of Surface Waters will be implemented.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this project?
❑ 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
Page 6 of 10

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:
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.
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 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
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.
El Yes El No
Comments:
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0 acres
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 is a stream repair and stabilization project within an active cattle pasture.
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?
Not applicable
❑ 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
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ 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 8 of 10

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)?
1c.
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: Not applicable
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.
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.
Not applicable
Page 9 of 10

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?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NC Natural Heritage Program database, USFWS website.
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?
NOAA Essential Fish Habitat Mapper
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?
State Historic Preservation Office Website mapping tool.
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: A No -Rise determination will be submitted to Cherokee County in
November 2016.
8c. What source(s) did you use to make the floodplain determination? FEMA Maps/ NC Floodplain Mapping Program and No -
Rise study conducted by Ecological Engineering and will be submitted to Cherokee County in November 2016.
Matthew Wood
Date
Applicant/Agent's Printed Name
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 10 of 10

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INDEX OF SHEETS
1. COVER, CONTENTS, & VICINITY MAP
2. EXISTING & PROPOSED CONDITIONS PLAN VIEW, WHITAKER BRANCH & VALLEY RIVER
3. PROPOSED CREDIT CALCULATIONS PLAN VIEW, WHITAKER BRANCH & VALLEY RIVER
4. EXISTING & PROPOSED CONDITIONS PLAN VIEW, BROWN CREEK
5. PROPOSED CREDIT CALCULATIONS PLAN VIEW, BROWN CREEK
6. EXISTING & PROPOSED CROSS-SECTIONS & CONSTRUCTED RIFFLE DETAIL
7. PROFILE VIEWS, WHITAKER BRANCH & BROWN CREEK
8. GENERAL NOTES & STRUCTURE DETAILS
9. PLANTING NOTES, PLANTING DETAILS, & EROSION CONTROL DETAILS
IUANTITY LIST:
OGS (12" MIN. DIAMETER, 15' MIN. LENGTH) --------------- 8
OULDERS (4'X3'X2' = 1 TON) -------------------------- 164
'URGE STONE (3" TO 12") 20 TONS
:OIR FABRIC ---------------- - -- ---- - - ---- - - - 3200 LF
STREAM PLUG ----------------------------- -- 1
TOTAL PROJECT DISTURBED AREA = 0.902 ACRES
PROJECT LENGTHS TO THE BEST OF MY KNOWLEDGE,
JUDGMENT, AND BELIEF, THESE PLANS MEET
VALLEY RIVER: 766 LF APPLICABLE NRCS STANDARDS AND LOCAL
AND STATE REGULATIONS.
BROWN CREEK: 488 LF
WHITAKER BRANCH: 314 LF
JENNY S. FLEMING, PE
MATTHEW WOOD STREAM REPAIR
AND STABILIZATION PROJECT
DAVE BRISTOL PROPERTY
CHEROKEE COUNTY, NC

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DOUBLE LOG DROP OR
PROPOSED
CONSTRUCTED RIFFLE
GRADING LIMITS
DISTURBED AREA
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EXISTING CHANNEL AREA
Wuz
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VALLEY RIVER BERM
PROPOSED CHANNEL
CROSS-SECTION 3
VALLEY RIVER BERM
CROSS-SECTION 2
VALLEY RIVER BERM
CROSS-SECTION 1
L LEVEE REDUCTION
ALONG VALLEY RIVER
PROPOSED G
LIMITS (TYP.)
EXISTING CHANNEL REACH
TO BE FILLED, SEE STREAM
PLUG SPECIFICATIONS
�P
1�
PROPOSED
CHANNEL
ALIGNMENT
ROCK CROSS -
VANE W/STEP
WHITAKER BRANCH
CROSS-SECTION 1
EXISTING FENCE
LINE, APPROX.
PROPERTY BOUNDARY
ROCK CROSS -
VANE (TYP.)
EXISTING AT -GRADE
CROSSING, TO REMAIN
WHITAKER BRANCH
CROSS-SECTION 2
LEGEND
I NOTES:- --- - — --
1. DISTURBED AREA CALCULATIONS REFLECT
MAXIMUM AMOUNTS OF DISTURBANCE.
2. WASTE MATERIAL GENERATED ON-SITE
SHALL BE PLACED OFF-SITE AND OUTSIDE
THE FLOODPLAIN LIMITS.
3. STRUCTURE LOCATIONS ARE APPROXIMATE.
ACTUAL STRUCTURE LOCATIONS TO BE
DETERMINED BY THE ON-SITE DESIGNER
BASED ON CONDITIONS AT THE TIME OF
CONSTRUCTION.
PROPOSED
i
GRADING LIMITS
DISTURBED AREA
0.598 AC.
N
EXISTING CHANNEL AREA
Wuz
TO BE REPAIRED
PROPOSED CHANNEL
ALIGNMENT
DOUBLE LOG DROP
STRUCTURE OR
Uj U
CONSTRUCTED RIFFLE
r
ROCK CROSS VANE
STRUCTURE
z
U
ROCK CROSS VANE WITH
E W
STEP STRUCTURE
- —
EXISTING FENCE - -
I NOTES:- --- - — --
1. DISTURBED AREA CALCULATIONS REFLECT
MAXIMUM AMOUNTS OF DISTURBANCE.
2. WASTE MATERIAL GENERATED ON-SITE
SHALL BE PLACED OFF-SITE AND OUTSIDE
THE FLOODPLAIN LIMITS.
3. STRUCTURE LOCATIONS ARE APPROXIMATE.
ACTUAL STRUCTURE LOCATIONS TO BE
DETERMINED BY THE ON-SITE DESIGNER
BASED ON CONDITIONS AT THE TIME OF
CONSTRUCTION.
it
,
N
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Wuz
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r
w�
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N
:1 1 41 :1
:1
58013, 55LF
LEGEND
PROPOSED
GRADING LIMITS �
580S CREDIT: 312LF
580B CREDIT: 1,080LF
EXISTING CHANNEL AREA
TO BE REPAIRED
O c
��
� O
O
rr
X�
O�w
z
U)U
c
y �oN
PROPOSED CHANNEL
Z
U U Z8
ALIGNMENT
U
�Q
W H o
�zWo
DOUBLE LOG DROP
N
STRUCTURE OR
UO
W w
CONSTRUCTED RIFFLE
1. PROPOSED GRADING LIMITS REFLECT
ROCK CROSS VANE
MAXIMUM AMOUNTS OF DISTURBANCE.
STRUCTURE
rrh�
OV
x
AND OUTSIDE
ROCK CROSS VANE WITH
N
THE FLOODPLAIN LIMITS.
Uo
STEP STRUCTUREU
0 O
o a
--
EXISTING FENCE
w Z
p
a x
BASED ON CONDITIONS AT THE TIME OF
CONSTRUCTION.
OO
t]
UN
�w
�0
Vu¢
wc�n
�W
�3
Hn
pU
a
58013, 55LF
z a',•,,„ov,
7 coaO�ALpp d,J?
11�11
a
y �oN
a
hal °
NOTES:
Ow
1. PROPOSED GRADING LIMITS REFLECT
MAXIMUM AMOUNTS OF DISTURBANCE.
2. WASTE MATERIAL GENERATED ON-SITE
SHALL BE PLACED OFF-SITE
rrh�
OV
AND OUTSIDE
N
THE FLOODPLAIN LIMITS.
Uo
3. STRUCTURE LOCATIONS ARE APPROXIMATE.
ACTUAL STRUCTURE
,-'
WW
LOCATIONS TO BE
DETERMINED BY THE ON-SITE DESIGNER
BASED ON CONDITIONS AT THE TIME OF
CONSTRUCTION.

(t)
.0 0 30 .0
.0
EXISTING FENCE
LINE, APPROX.
PROPERTY BOUNDARY
EXISTING FENCE
BROWN CREEK
CROSS-SECTION 3
DOUBLE LOG DROP OR
;ONSTRUCTED RIFFLE (TYP.)
EXISTING PIPED
CROSSING, TO
REMAIN
EXISTING FENCE LINE,
APPROX. PROPERTY
BOUNDARY
F�
NOTES:
1. DISTURBED AREA CALCULATIONS REFLECT
MAXIMUM AMOUNTS OF DISTURBANCE.
2. WASTE MATERIAL GENERATED ON-SITE
SHALL BE PLACED OFF-SITE AND OUTSIDE
THE FLOODPLAIN LIMITS.
3. STRUCTURE LOCATIONS ARE APPROXIMATE.
ACTUAL STRUCTURE LOCATIONS TO BE
DETERMINED BY THE ON-SITE DESIGNER
BASED ON CONDITIONS AT THE TIME OF
CONSTRUCTION.
LEGEND
-----�
PROPOSED
GRADING LIMITS
DISTURBED AREA
0.304 AC.
CHANNEL ALIGNMENT
DOUBLE LOG DROP
STRUCTURE OR
CONSTRUCTED RIFFLE
ROCK CROSS VANE
STRUCTURE
EXISTING FENCE
EXISTING FENCE
BROWN CREEK
CROSS-SECTION 3
DOUBLE LOG DROP OR
;ONSTRUCTED RIFFLE (TYP.)
EXISTING PIPED
CROSSING, TO
REMAIN
EXISTING FENCE LINE,
APPROX. PROPERTY
BOUNDARY
F�
NOTES:
1. DISTURBED AREA CALCULATIONS REFLECT
MAXIMUM AMOUNTS OF DISTURBANCE.
2. WASTE MATERIAL GENERATED ON-SITE
SHALL BE PLACED OFF-SITE AND OUTSIDE
THE FLOODPLAIN LIMITS.
3. STRUCTURE LOCATIONS ARE APPROXIMATE.
ACTUAL STRUCTURE LOCATIONS TO BE
DETERMINED BY THE ON-SITE DESIGNER
BASED ON CONDITIONS AT THE TIME OF
CONSTRUCTION.

ROCK CROSS VANE
STRUCTURE
EXISTING FENCE
580S,15LF
580B,65LF
NOTES:
1. PROPOSED GRADING LIMITS REFLECT
MAXIMUM AMOUNTS OF DISTURBANCE.
2. WASTE MATERIAL GENERATED ON-SITE
SHALL BE PLACED OFF-SITE AND OUTSIDE
THE FLOODPLAIN LIMITS.
3. STRUCTURE LOCATIONS ARE APPROXIMATE.
ACTUAL STRUCTURE LOCATIONS TO BE
DETERMINED BY THE ON-SITE DESIGNER
BASED ON CONDITIONS AT THE TIME OF
CONSTRUCTION.

BROWN CREEK #3
BROWN CREEK #2
BROWN CREEK #1
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VALLEY RIVER BERM #3 VALLEY RIVER BERM #2 VALLEY RIVER .
/-PROPOSED BANKFULL NSTALL WOOD AT 50°S0" ANGLE EAD OF RIFFLE
ELEVATION FROM BANK ON 1.2% SLOPE (SEE PROFILES FOR ELEVATIONS)
/-501-60° UITABLE BED MATERIAL,
PROPOSED MINIMUM THICKNESS 6"
STREAMBED ICROTOPOGRAPHY
OULDER
50'-60 OG SET TO THALWEG
ELEVATION
OULDER�ROPOSED NORMAL
WATER SURFACE
ELEVATION
NOTES:
1. RIFFLE BED MATERIAL TO BE NATIVE BED MATERIAL INSTALLED TO
A MINIMUM OF VIN DEPTH. IN CASES WHERE NATIVE MATERIAL IS
NOTAVAILABLE NO. 57 STONE (02--l-) OR SUITABLE MATERIAL MAYBE
USED AS DETERMINED BY ONSITE DESIGNER.
2. SMALL BOJLDERS TO BE USED RANDOMLY WITHIN RIFFLE.
MINIMUM DIAMETER - 18'. ANY BOULDERS PLACED OUTSIDE
OF MIDDLE THIRD OF CHANNEL BOTTOM TO BE TIED INTO
BANKS AT A 50'-60' ANGLE.
3. RIFFLE LENGTH IS VARIABLE AS SHOWN ON PLANS OR AS
DIRECTED BY ONSITE DESIGNER.
4. WOOD/LOGS SHOULD BE 12' DIAMETER MINIMUM. UPSTREAM END TO
BE CONSISTENT WITH THALWEG ELEVATION.
5. LOCATION OF LOGS AND BOULDERS SHALL VARY AT EACH CONSTRUCTED
RIFFLE TO PROMOTE A MORE NATURAL APPEARANCE AND HABITAT VARIETY.
CONSTRUCTED RIFFLE DETAIL
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NOTE: STRUCTURE LOCATIONS ARE
O
zw
APPROXIMATE. ACTUAL STRUCTURE LOCATIONS
EXISTING BANK TO BE CUT
TO BE DETERMINED BY THE ON-SITE DESIGNER
FOR PROPOSED CHANNEL
BASED ON CONDITIONS AT THE TIME OF
wO
ALIGNMENT
CONSTRUCTION.
DOUBLE LOG DROPS
- - - - - - - - - _ - -- - -
OR CONSTRUCTED RIFFLES
EXISTING ERODED CHANNEL
1695.00
- -
TO BE FILLED (APPROX.), SEE
ROCK CROSS VANES
- - -- -
STREAM PLUG SPECIFICATIONS.
1694.00 -
—EXISTING ROAD
1693.00
00
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CROSSING
Q
C u O N
r~
PROPOSED CHANNEL
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ROCK CROSS VANE
1691.00-I
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EXISTING
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w 1688.00
THALWEG
�—REPAIR
1687.00
1686.00
1685.00
0
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ROCK CROSS VANE
N � 00 0 N 00 O O O O O O O �?
+ + + + + + + � O 00 O N M
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Station
WHITAKER BRANCH PROFILE
DOUBLE LOG DROP
OR CONSTRUCTED RIFFLE
ROCK CROSS VANE ROCK CROSS VANE
1695.00 DOUBLE LOG DROP
ROCK CROSS VANE OR CONSTRUCTED RIFFLE
1694.00 ROCK CROSS VANES
1693.00
ROCK CROSS VANE
1692.00
1691.00
M 1690.00
EXISTING CHANNEL
1689.00 THALWEG
UJ 1688.00-
1687.00-
1686.00
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Station
BROWN CREEK PROFILE
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GENERAL NOTES - - - - -- -- - - --- -
1. PROPOSED CONSTRUCTED STREAM FEATURES AND STRUCTURES SHOWN ON THESE PLANS ARE SHOWN IN
THEIR APPROXIMATE LOCATION AND SHALL BE FIELD LOCATED AND DIMENSIONED TO ENSURE PROPER
CHANNEL DIMENSION.
2. CONSTRUCTION SHALL BEGIN AT VALLEY RIVER, FOLLOWED BY WHITAKER BRANCH, AND LASTLY, BROWN
CREEK. CONSTRUCTION ACTIVITIES SHALL PROGRESS DOWNSTREAM, UNLESS OTHERWISE NOTED ON
PLANS OR AS DIRECTED BY THE DESIGNER.
3. EQUIPMENT SHALL REMAIN OUTSIDE OF THE CHANNEL FOR THE MAJORITY OF CONSTRUCTION. MINIMAL
IN -STREAM WORK IS ANTICIPATED FOR SUCCESSFUL PLACEMENT OF STRUCTURES AND CHANNEL
EXCAVATION.
4. ALL MECHANIZED EQUIPMENT OPERATED IN OR NEAR THE STREAM OR ITS TRIBUTARIES SHALL BE
INSPECTED REGULARLY AND MAINTAINED TO PREVENT CONTAMINATION OF STREAM WATERS FROM FUELS,
LUBRICANTS, HYDRAULIC FLUIDS OR OTHER TOXIC MATERIALS. ANY EQUIPMENT REPAIRS, MAINTENANCE,
OR REFUELING ACTIVITIES SHALL NOT BE DONE WHILE THE EQUIPMENT IS IN THE STREAM OR ITS
TRIBUTARIES.
5. CONTRACTOR SHALL DISPOSE OF ALL WASTE MATERIAL OFF-SITE AND IN ACCORDANCE WITH ALL FEDERAL,
STATE, AND LOCAL REGULATIONS.
6. ALL DISTURBED AREAS SHALL BE SEEDED IMMEDIATELY PER THE TEMPORARY SEEDING NOTES ON SHEET 9.
7. CONTRACTOR SHALL APPLY TEMPORARY SEED AND MULCH TO CUT BANKS DAILY, ALONG BOTH BROWN
CREEK AND WHITAKER BRANCH, AS EXCAVATION PROGRESSES. EROSION CONTROL FIBER MATTING SHALL
BE KEYED INTO THE TOP OF SLOPE AND AT THE ENDS OF EACH MAT TO PREVENT UNDERCUTTING FROM
SHEET FLOW. SILT FENCING MAY BE NECESSARY, AS DIRECTED BY THE DESIGNER.
8. STREAM PLUG TO BE CONSTRUCTED USING IMPERVIOUS SELECT MATERIAL. MATERIAL SHALL BE A SILTY OR
CLAY SOIL MEETING REQUIREMENTS OF AASHTP M 145 FOR SOIL CLASSIFICATION A-2, A-6, AND A-7,
PROVIDED SUCH MATERIALS DO NOT HAVE A LIQUID LIMIT (LL) GREATER THAN 50. TO MAINTAIN SOIL
WORKABILITY FOR PLACEMENT AND COMPACTION, THE FOLLOWING CRITERIA SHALL APPLY FOR PLASTICITY
INDEX (PI):
• BELOW WATER TABLE: PI MUST BE GREATER THAN 7 AND LESS THAN 25
• ABOVE WATER TABLE: PI MUST BE GREATER THAN 7 AND LESS THAN 35
PLASTICITY INDEX SHALL BE DETERMINED IN ACCORDANCE WITH AASHTO T90 AND THE LIQUID LIMIT SHALL
BE DETERMINED IN ACCORDANCE WITH AASHTO T89.
9. EXISTING NON-NATIVE VEGETATION WITHIN THE PROPOSED LIMITS OF CONSTRUCTION SHALL BE REMOVED
AND DISPOSED OF OFF-SITE.
10. CONSTRUCTION STAGING AREAS TO BE OF ADEQUATE SIZE TO PROVIDE SAFE AND ORGANIZED STORAGE
FOR BOULDERS TO BE USED FOR IN -STREAM STRUCTURES, AS WELL AS FOR OTHER RELATED
CONSTRUCTION MATERIALS AND EQUIPMENT. THESE AREAS SHALL BE LOCATED AND ESTABLISHED BY THE
PROPERTY OWNER OUTSIDE OF THE EXISTING PROJECT AREA.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR RELOCATION OF ALL UTILITIES AND
COORDINATION WITH THE APPROPRIATE UTILITY AGENCY OR COMPANY. THE CONTRACTOR IS REQUIRED TO
CALL BEFORE DIGGING.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO ANY DAMAGE TO EXISTING UTILITIES, INCLUDING
BUT NOT LIMITED TO, OVERHEAD AND UNDERGROUND UTILITIES, CURB AND GUTTER, PAVEMENT,
SIDEWALKS, STORM DRAINAGE SYSTEMS, SANITARY SEWER SYSTEMS, OR FENCING. ANY REQUIRED
REPAIRS TO BE MADE IN ACCORDANCE WITH ANY AND ALL APPLICABLE STATE AND OR LOCAL MUNICIPALITY
OR UTILITY AGENCY STANDARDS.
13. THE CONTRACTOR SHALL KEEP THE PROJECT WORK AREA CLEAN OF LITTER AND EXCESS DEBRIS AT ALL
TIMES.
14. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO
PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES DUE TO PLAN ERRORS,
FIELD CONDITIONS, OR OTHER WISE. NO EXTRA COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY
WORK DONE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION
HAS NOT BEEN GIVEN AND SUBSEQUENT AUTHORIZATION RECEIVED FROM THE OWNER.
2'MI H�1.0'A AX WAER �IIRUB PLI ZINGS BANKFULL
SURFACE IDG Al j-FANKI UI I.
-.. - - NO.4
LCC#', A LUU #1 FLyW (: C REBAR LOG 41
LOG #2 FOOTER ROCK N0.4 REBAR B COW
GEOTEXTIIE -4 B C
FABRIC BOULDER USED FOR LOG
# REBAR PUOL
THALWEG HEAP OF DOWNSTREAM POOL WA ER SURFACE LOG #2 B
RIFFLE POOL LOU a1-`
SECTION A -A' SECTION B -B' SECTION C -C SECTION D -D'
FLOOW��}p� \c.,
LOW ENO
OF LOG #2
N0.4 RFRAR
FOOTER ROCK ' I.&
I ER ROCK
"of LOEGN
FOOTER ROCK
TOP OF BANK �F._� � TOF OF BANK
WATER'S EDGE WATER'S EDGE
NOTLS:
1. LOGS MAYBE NOTCHED TO ALLOW FOR PROBER CONNECTION.
THEY SHOULD BE ANCHORED TO ONE ANOTHER VIA NO. 4 REBAR B" DRILLING AND HAMMERING.
2. LOGS SHOULD BE OBTAINED FROM ONSITE RESOURCES, WHEN
APPROPRIATE. TH EV SHOULD CONSIST OF NATIVE HARDWOOD MATERIAL, UNLESS DIRECTED
OTHERWISE BY ON-SITE DESIGNER. MINIMUM DIAMETER OF LOGS IS 12 INCHES.
3. BOULDERS SHOULD BE NATIVE QUARRIED ROCK, OR LOCAL SHOT ROCK ANGULAR
OR OBLONG WITH THE FOLLOWING DIMENSIONS: 4'x 3' x 2'(1.75 TONS) OR LARGER.
4. GEOTEXTILE FABRIC SHOULD BE LLACED ON UPSTREAM SIDE OF LOGS. FABRIC SHOULD BE
ATTACHED TO THE LOGS VIA 1-112 INCH LONG MINIMUM ROOFING NAILS WITH PLASTIC WASHERS
SPACED NO GREA I EH I HAN 16 INCHES AFAR F. IHE AI IACHMLNI PON I SHOULD BE APPROXIMAI ELY
ONE HALF THE HEIGHT OF THE LOG SO THAT IT REMAINS UNSEEN ONCE THE STRUCTURE IS
COMPLETED. FABRIC SHOULD BE BURIED TO A MINIMUM DEPTH OF 2.0 FEET, OR AS DIRECTED
BY THE ON-SITE DESIGNER. FABRIC SHOULD EXTEND 'UPSTREAM A MINIMUM LENGTH OF B.0
FEET, OR AS DIRECTED BY THE ONSFTE DESIGNER. FABRIC SHOULD BE BACKFILLED WITH
NA I IVL SI ONE, OR THL AH-ROPRIAIL S I REAM BED COMPOSII ION, AS DIRECI ED BY ONSHL
DESIGNER,
5. H =MIN. OF 0.2", UNLESS DIRECTED OTHERWISE BY ON-SITE DESIGNER.
MAX OF 1.0'
L DOUBLE LOG DROP DETAIL
2( LCEGREES
OFFSTREAMBANK B
SKF ARGER BOULDERS
FLOW - - - USED TO KEY INTO
STREAM BANK
!I-1161
WIA
P OL POOL
I�JII WEIR
1�= CULDERS-NOTCH-
--........WE
'.DOTER ROCKS
BKF- 4USE
-g11 .p.BOEPTHLL
NATNE C1 OULOERS TREAM CHANNEL
PLANFINGS D TOKEV INTO FOOTER ROCKS
STREAM BANK
PLAN VIEW SECTION B -B
AYJAINL PLANTINGS
FLOW
FLEW
PCCL............ ...........
OULDCRS
GEOTEX[ILE POOL
FABRIO
FCOTLR ROCK„ I-6'-1
DOTER ROCKS
G FAB IRPILE
SECTION A -A
ROCK CROSS VANE WITH STEP DETAIL
ROCK CROSS VANE DETAIL
oo _n:� EL > U z
w rX NT
U)U
N Q Z 0
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ROCK VA VE VOTES:
1. BOULDERS SHOULD DE NATIVE QUARRIED ROCK
OR LOCALLY SHOI ROCK, ANGULAR AND OBLONG WI I H
THE FOLLOWING DIMENSION:
AVERAGE SIZE IS 4k,SxT (APPROX. 3600 LB)
2. ROCKS SHOULD FIT TIGHTLY WITH MINIMAL SPACES(VOIDS,
3. GEOTEXTILE FABRIC SHOULD BE PLACED ON UPSTREAM
SIDE OF BOJLD ERS. FABRIC SHOULD BE OVERLAINON
EXPOSED BOULDERS AND BURIED TOA MINIMUM
DEPTH OF 2 FT. OR AS DIRECTED BY ON SITE DESIGNER.
FABRIC SHOULD EXTEND UPSTREAM A MINIMUM
LENGTH OF OF 6 FT. ORAS DIRECTED BY ON SITE
DESIGNER. FABRIC SHOULD BE BACKFILLED WITH 3" STONE
OR SJITABLE MATERIAL AS DETERMINED BY ON SITE
2: WDEGREES
DESIGNER.
OFF STREAMBANK
13 -
FLOW
FLAW =
=
- -WE
IIHII
A LARGER BOULDERS
W
POOL USED TO KEY INTO
STREAM BANK
OULDERSWE
WEIR
NOTCH-
I EP -'+.INGS
MM&AW W
OOTER ROCK$
KFL
_ _ I
''
FLO SLOPE=' 1�k°kJJll �i
_ 1
PROJECTED TOP OF J
\
®
ti = qN ''o BANKFULL
DEPTH
GEOTEXTIIE 4LDERS VANE WING
6 NATIVE PLANTINGS
-II
FABRIC 1 -
GEOTEXTILE
FABRIC
LAR ER BOULDERS TREAM CHANNFI
II,
I,
USED TO KEY INTO FOOTER ROCKS
STREAM BANK
OOTFR ROCKS
PLAN VIEW
SECTION B -B
SECTION A -A
ROCK CROSS VANE DETAIL
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w rX NT
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N Q Z 0
z v�zo
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PLANTING NOTES
LIVE STAKING
PLANT SELECTION
• ALL PLANT SPECIES USED FOR LIVE STAKING SHOULD CONFORM
TO THE SPECIFICATIONS SET FORTH IN THE VEGETATION
DETAILS.
• PLANT SPECIES LISTED FOR USE AS LIVE STAKES SHALL BE
SELECTED FROM PLANTS FOUND ON THE PROJECT SITE OR AS
DIRECTED BY THE DESIGNER.
• PLANT SPECIES USED AS LIVE STAKES SHALL BE COLLECTED
DURING THE DORMANT SEASON (DECEMBER TO MARCH) AND
DURING NORMAL AVERAGE DAILY TEMPERATURES FOR THIS
PERIOD.
PREPARATION AND HANDLING
• PLANT SPECIES SHALL BE COLLECTED TO CONFORM TO SIZES
SPECIFIED IN THE VEGETATION DETAILS.
• LIVE STAKES SHALL BE PREPARED BY MAKING A STRAIGHT CUT
AT THE NARROW END OF THE PLANT MATERIAL, FORMING A
BLUNT END. THE THICKER END (TOWARD THE TRUNK) OF THE
PLANT SHALL BE FORMED INTO A POINT.
• LIVE STAKE PREPARATION SHALL BE DONE ACCORDING TO
VEGETATION DETAILS UNLESS OTHERWISE SPECIFIED BY THE
DESIGNER.
PLANTING
• LIVE STAKES SHALL BE PREPARED AND PLANTED IMMEDIATELY
FOLLOWING COLLECTION. PROPER STORAGE TECHNIQUES
SHALL BE FOLLOWED TO ENSURE THE HIGHEST RATE OF
SURVIVAL.
• LIVE STAKES SHALL BE PLANTED WITH THE POINT OF THE LIVE
STAKE GOING INTO THE SOIL AND THE BLUNT END FACING UP.
• LIVE SHAKES SHALL BE PLACED TO DEPTH ACCORDING TO LIVE
STAKE DETAIL, AND AS CLOSE TO THE WATER TABLE AS
POSSIBLE.
• LIVE STAKING SHALL BE PERFORMED ACCORDING TO THE
VEGETATION DETAILS UNLESS OTHERWISE SPECIFIED BY THE
DESIGNER. THE DESIGNER RESERVES THE RIGHT TO REJECT
ANY LIVE STAKE DUE TO INFERIOR QUALITY. LIKEWISE, ANY
IMPROPERLY PLANTED LIVE STAKE SHALL BE CORRECTED BY
THE PLANTING CONTRACTOR.
STORAGE
• LIVE STAKES SHALL BE BUNDLED AND STORED COMPLETELY
SUBMERGED IN THE STREAM CHANNEL IN THE EVENT
IMMEDIATE STAKING IS NOT POSSIBLE. TEMPORARY STORAGE
SHALL NOT EXCEED THREE WEEKS.
TRANSPLANT VEGETATION
SELECTION & HANDLING
• TRANSPLANT VEGETATION SHALL BE SELECTED AND FLAGGED
BY THE DESIGNER FOR USE ON THE PROJECT SITE. THE
DESIGNER RESERVES THE RIGHT TO SELECT ANY VEGETATION
FOR TRANSPLANT DURING ANY POINT OF THE PROJECT.
• TRANSPLANT VEGETATION SHALL BE PLANTED WITHIN 1 DAY OF
BEING MOVED FROM ITS ORIGINAL LOCATION. IF PLANTING IN
DESIRED LOCATION IS NOT FEASIBLE, THE TRANSPLANT SHALL
BE REPLANTED OR STORED IN A MANNER SO AS TO ENSURE ITS
LONG-TERM SURVIVAL AND ACCORDING TO GUIDANCE FROM
THE DESIGNER.
TEMPORARY SEEDING NOTES
• THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
APPLICATION OF SEED AND STRAW, AS APPLICABLE, TO ANY
DISTURBED AREAS.
• TEMPORARY SEED MIX, INCLUDING APPLICABLE MULCHING, WILL
BE APPLIED TO THE DISTURBED AREAS AT THE END OF EACH
WORKING DAY AS DEFINABLE SECTIONS ARE COMPLETED.
SEEDING SPECIES AND RATES PER TABLE.
• EROSION CONTROL MATTING SHALL BE INSTALLED ON TOP OF
THE SEED AND STRAW.
TEMPORARY SEEDING
TEMPORARY SEEDING THROUGHOUT DISTURBED AREAS - TOTAL 0.987 ACRE
SEEDING RATE
SINGLE
SPECIES TO
BE APPLIED
YEAR-ROUND
Secale cereale
HERB
GRAIN RYE
130 LBS/AC
MAY -SEPTEMBER
Panicum ramosum
HERB
BROWNTOP MILLET
40 LBS/AC
MAY -SEPTEMBER
Setaria Italica
HERB
GERMAN MILLET
25 LBS/AC
SEPTEMBER -MARCH
Dactylis glomerata
HERB
ORCHARD GRASS
15 LBS/AC
LIVE STAKING
SPECIES
COMMON NAME
SPACING
UNIT TYPE
SIZE STRATUM # OF STEMS
Salix nigra
BLACK WILLOW
4'
L
2'-3 SUBCANOPY 268
Cornus amomum
SILKY DOGWOOD
4'
L
2'-3 SHRUB 268
Sambucus canadensis
ELDERBERRY
4'
L
2'-3 SHRUB 267
NOTE: UNIT TYPE CHOICES INCLUDE LIVE STAKE (L) TOTAL 803
NOTES:
1. STREAMBANK REFORESTATION USING LIVE STAKES AND TRANSPLANTS
SHALL BE PLANTED FT. ON CENTERS, 2 ROWS PER BANK,
APPROXIMATELY 2,273 PLANTS PER ACRE.
2. THE LOCATION OF STREAMBANK REFORESTATION SHALL BE
CONCENTRATED TO THE FLOODPLAIN AREA NEAR THE BANKFULL
ELEVATION. THE WIDTH OF THE REFORESTATION AREA SHALL VARY
BASED ON EXISTING CONDITIONS INCLUDING FLOODPLAIN WIDTH, SLOPE,
AND OVERALL VEGETATIVE COMPOSITION.
3. AREAS TO BE PLANTED INCLUDE BOTH BANKS, FOR THE ENTIRE PROJECT
LENGTH, OF WHITAKER BRANCH AND BROWN CREEK.
SQUARE CUT
BUDS (FACING UP)
LIVE CUTTING
(1/2'- 2" DIA) 2-3'
ANGLE CUT 30:45'
LIVE STAKE SCHEMATIC
NOTES
1. LIVE STAKES SHALL BE SPACED OAIMAMY
4 FEET ON CENTER
2. LIVE STAKES SHALL BE ORNEN UNTIL
APPROXIMATELY 314 OF LIVE STAKE IS W IN GROUND
COR MAT
BANKFULL
LIVE STAKES
NORMAL WATE XISTING/
SURFACE PROPOSED
GROUND
XISTING/PROPOSED
STREAMBED
CROSS SECTIONAL VIEW
LIVE STAKE DETAIL
EROSION CONTROL MATTING
NOTES:
COIR FIBER MATTING SHALL BE PLACED ALONG THE
OUTSIDE BANK OFALL BENDS AND ALONG BOTH SIDES OF
THE CHANNEL IN TANGENT AREAS.
COIR FIBER MATTING PROPOSED BANKFULL
FROM TOE OF CHANNEL 1 ELEVATION
TO MINIMUM TFT. I
BEYOND BANKFULL
WATER
SURFACE
ELEV. PLAN VIEW
18' SPACING
ALONG EDGES MIN. 1' OVERLAP
ii I FLOW
• 18' TYP. . . . T
18' TVP.
• 6' 6' TYPICAL
18' TYP. I
JIMIN. 6' OVERLAP 1
FOR PARALLEL ROLLS
OVERLAP DS LAVER WTTH
US LAYER MIN. 1'
FLOW
1KES 2' MIN. DEPTH
WOODEN TASTAKING PATTERN
NOTES:
1. INSTALL COIR BLANKET ACCORDING TO MANUFACTURER'S GUIDELINES.
2. PLACE PARALLEL ROLLS IN SHINGLE FASHION (UPPER ROLL LAPS OVER
LOWER ROLL). LAP UPPERMOST ROLL AT LEAST 1/2 ROLL WIDTH BEYOND
TOE OF TERRACE SLOPE (ABOVE BANKFULL BENCH). OVERLAP SHOULD
OCCUR IN DOWNSTREAM DIRECTION.
3. UPPER ROLL SHALL BE KEYED IN ALONG TERRACE TO PREVENT
UNDERMINING FROM SHEET FLOWS FROM SLOPE.
4. LOWER ROLL SHALL BE STAKED USING MIN. 24' WOODEN STAKES WITH
SMALL GALVANIZED NAIL PLACED IN TOP END OF STAKE AND BENT OVER
TO SECURE MATTING FIRMLY. STAKES LOCATED ALONG THE TOE AND
THROUGHOUT THE MATTING SHALL BE MAXIMUM OF 3! APART.
1. CONTRACTOR SHALL PROVIDE FABRIC
TO MEET OR EXCEED THE FOLLOWING
SPECIFICATIONS
2. THE BELOW SPECIFICATIONS ARE
CONSISTENT WITH A POLYPROPYLENE
NONWOVEN NEEDLE -PUNCHED FABRIC.
3. DESIGNER RECOMMENDS GRAY OR
BLACK -COLORED FABRIC FOR USE WITH
VANE STRUCTURES.
PHYSICAL SPECIFICATION (ROLL)
PROPERTY
ROIMLIM AVE RP.GE
UE
GRAB TENSILE
180LBS.
GRAB ELONGATION
50%
MULLEN BURST
315 PSI
PUNCTURE
BO LBS.
TRAPEZOIDALTEAR
65 LBS.
UV RESISTANCE
70% AT 500 HOURS
AOS
70 SIEVE
PERMITTNT'
1.5 SEC:'
fLOW RATE
110 GALJMIN.,FT.2
GEOTEXTILE FABRIC
NOTES:
1. SECURE TOE OF MATTING WITH 24' WOODEN STAKES WITH GALVANIZED
NAIL BENT TO PROHIBIT MATTING FROM WORKING OFF OF STAKE.
2. USE 12'WOODEN STAKES ON 5 CENTERS ORAS DIRECTED BY
MANUFACTURER'S RECOMMENDATIONS.
3. MINIMUM V WIDE, 6' DEEP TRENCH OVERTOP OF BANK WITH MATTING
LAID FLAT AND STAKED.TRENCH TO BE BACKFILLED WITH EXCAVATED
MATERIAL.
BANKFULL
ELEVATION
COIR FIBER MATTING
NORMAL WATER
SURFACE ELEVATION
BED MATERIAL 6' IN
OVERLAP
MULCH
CROSS SECTION
WOVEN COIR FIBER 700 GRAM MATTING
1. CONTRACTOR WILL PROVIDE MATTING TO MEET
OR EXCEED THE FOLLOWING SPECIFICATION:
2. STAKES:
WOODEN STAKES NO SHORTER THAN 12' SHALL BE USED
TO SECURE COIR MATTING. 24' WOODEN STAKES SHALL
BE USED ALONG THE TOE OF SLOPE.
PHYSICAL SPECIFICATION (ROLL)
MATRIX
COCONUT 700 GRAM BLANKET
COMPOSITION
00% COCONUT FIBERS
WIDTH
MIN 6.5 FEET
LENGTH
MIN 165 FEET
TENSILE STRENGTH
WET -55 Las
(1486 MD. 1 D32 CD)
DRY-40LBS
BLANKET LIFE
24-36
(AVG. MONTHS)
ELONGATION MET)
35%K 38%
OFENAREA
4B%
THICKNESS
035 INCH
RECOMMENDED
SLOPE
s1:1
RECOMMENDED
FLOW
12 FPS
RECOMMENDED
4.5 LBS,SO. FT.
SHEAR STRESS
¢x
Q U
SPECIFICATIONS
EROSION CONTROL MATTING DETAIL
NOT TO SCALE
MIN
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Legend
MProject Parcel
rn
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19
74
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Prepared By: VICINITY MAP N
MATTHEW WOOD 0 500 1,000
STREAM REPAIR AND STABILIZATION
F FQECOLOGICAL 1CHEROKEEOCTOBER 2016 Y, NC 1"=1,000'
ENGINEERING
2013 USGS Quadrangle Andrews
R+

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Prepared By: SOILS MAP N
MATTHEW WOOD
RN STREAM REPAIR AND STABILIZATION 0 200 400
CHEROKEE COUNTY, NC
WW ECOLOGICAL OCTOBER 2016
V=400'
ENGINEERING 2015 NRCS Soil Survey Cherokee County
Map Sheet 15

US DEPARTMENT OF AGRICULTURE REVISION OF PLAN / SCHEDULE OF OPERATIONS NRCS-CPA-1156
NATURAL RESOURCES CONSERVATION SERVICE OR MODIFICATION OF A CONTRACT 02/2014
PARTICIPANT
COUNTY AND STATE
PROGRAM AND CONTRACT NUMBER
SUBACCOUNT
MATTHEW E WOOD
CHEROKEE County, NC
EQIP 2008 7445321313Z
Western NC Stream
B. When established, the conservation practices identified by the numbered items must be maintained by the participant at no cost to the government.
Initiative-Hiawassee
LAND UNITS OR LEGAL DESCRIPTION
ACRES
MODIFICATION
EXPIRATION
Farm:2015 Tract(s):1716.
30
NUMBER AND
DATE
Signaatturree�— Date
Signature
DATE
6/30/2018
4 --- N/A
Signatures of Reviewing Officials
Total Cost -Share or Payment by Year
Total
Year 2014 2015 22017
Contract016
Payment
Amount($) $144,170 $761
$144,931
NOTES: A. All items numbers on form NRCS-CPA-1156 must be carried out as part of this contract to prevent violation.
B. When established, the conservation practices identified by the numbered items must be maintained by the participant at no cost to the government.
C. All cost share rates are based on average cost (AC) with the following exceptions:
AA = Actual cost not to exceed average cost; FR = Flat Rate; NC = Non cost -shared; AM = Actual cost not to exceed a specified maximum; PR = Payment rates.
D. By signing, the participant acknowledges receipt of this conservation plan including this form NRCS-CPA-1156 and agrees to comply with the terms and conditions here of.
Certification of Participants
Signature Date
Signaatturree�— Date
Signature
Date
MATTHEW E WOOD
Signatures of Reviewing Officials
asignated Conservationist - Technical Adequacy Certification
Approved by - Concurrence of NRCS Representative
Signature: CHRISTOPHER WIGGINS
Signature:
Date: 8/8/2016
Date:
Page 8 of 9

10128/2016
CHEROKEE COUNTY
Appraisal Card
10/2R/2016 2.OR-61 PM
Retum/Appeal Parcel: 5555 -01 -09 -5338 -
BRISTOL BETTY G & JAMES D Notes: 000
1748 FAIRVIEW RD PLAT: / UNIQ ID 48351
70080003970 D588-28 ID NO: 77000019R 0038
COUNTY TAX (100), FIRE DIST 80 VAI LEYTOWN FD (100), SOLID WASTE FEE CARD NO. 1 of
(1) 1
Reval Year: 2012 Tax Year:
Q3 --B 21.000 AC SRC=
2017
ACTION
Appraised by 60 on 05/30/2007 77002 ALONG RIVER TW -77 Cl FR -01 EX- AT-
2�Ti
CONSTRUCTION DETAIL
MARKET VALUE
DEPRECIATION CORRELATION OF VALUE
Foundation - 3
FOES Functional 0.1000
Continuous Footing5.0
US
MO
Eff.
Area
[UAL
EASE
RATE RCN
EYB
AYBI
bsolescence
I qtnnrardl 0.37000 REDENCE TO MARKET
Sub Floor System - 5
Wood 8-00
01
01
12,830
1104
72.02 20661
197
19531
% GOOD 53. )EPR. BUILDING VALUE - CARD 109 51
Exterior Walls - 21
TYPE: Single Family Residential Single Family Residential DEPR. OB/XF VALUE -CARD 5,39
Face Brick 34.00
MARKET LAND VALUE - CARD 57,00
STYLE: 1 - 1.0 Story rOTAL MARKET VALUE - CARD 171,90
Roofing Structure - 04
lip 8.0
Roofing Cover- 03
ksp/Comp Shingle 8.00
APPRAISED VALUE - CARD 171,90
TOTAL APPRAISED VALUE -PARCEL 171,90
nterior Wall Construction - 5OTAL
)wall 32.00
nterior Floor Cover - 08
heet vinyl 4.00
TOTAL PRESENT USE VALUE - PARCEL
OTAL VALUE DEFERRED - PARCEL
nterior Floor Cover - 14
:arpet 0.00
OTAL TAXABLE VALUE - PARCEL 171,90
PRIOR
Heating Fuel - 02
il/ Wood/Coal 0.0
BUILDING VALUE 142,90
BXF VALUE 8,660
Heating Type - 10
Heat Pum 4,0
LAND VALUE 210,40
PRESENT USE VALUE
Air Conditioning Type - 03
Central 4.00
DEFERRED VALUE
TOTAL VALUE 361,960
Bedrooms/Bathrooms/Half-
Bathrooms
/2/1 10.000
Bedrooms
BAS - 4 FUS - 0 LL - 0
- - -
+ - - - 20 +
I I PERMIT
Bathrooms
BAS - 2 FUS - 0 LL - 0
1 I CODE DATE NOTE NUMBER r AMOUNT
0 1
Half -Bathrooms
BAS -IFUS -0LL-O
+---18---+-12--+ I
I P T G I W D D I I ROUT: 107.000WTRSHD:
Office
EAS - 0 FUS - 0 LL- 0 0
1 1 1 I SALES DATA
0 0 0 I OFF.
+ - - - - - - 32 - - - - - - + - - - 1 8 - - -+ - 1 2 - - + I RECORD DATE DEED INDICATE
I B AS I BOO PAG M R TYPE / / SALES PRICE
1 5 00317 128 112119721 WD I X I I
1 2
1 1
OTAL POINT VALUE 117.000
BUILDING ADJUSTMENTS
ualit
U 3 Ave2 a 1.000
e/Desi n 2 Rectae le 1.000
Size ISize Size 0.890
TOTAL ADJUSTMENT FACTOR 0.890
OTAL QUALITY INDEX 104
1 1
3 I
HEATED AREA 2,792
4 I
I I NOTES
I +8-+6 - + - - - - - - 30 - - - - - - + I LOOSE HORSES! AWESOME/VIE
I I + S T P 6 I /RIVE RFRONT/INF HRG NO C
I 8 +- --22----+ HG 2008
+--16---+
SUBAREA
UNIT ORIG %
ANN DEP
^/o OB/XF DEPR.
TYPE GS AREA a/o RPL CS OD DESCRIPTION
DUN TH
UNITS PRICE COND
BLDG AYB
EYB RATE V
COND VALUE
BAS 2,Z2 10 20108 25 BARN 4 7 3,12 8.7 _ 198 198 5 1 518
PTO 18 00 64 STORAGE 1 200.0 S 10 20
TP 210201 360 OTAL OB/XF VALUE 5,387
DD 1201 0201 172
3 -I Story
IREPLACE 2,80
Single
UBAREA 3,11 06,616
OTALS
UILDING DIMENSIONS BAS= WI2WDD=N10E12S1 OW 12 W18PTO=N10E18SIOW18 W32S34E16N8E8STP=S4E6N4W6$E36S6E22N52W20S20$.
NO INFORMATION
OTHER
ADJUSTMENTS AND LAND
TOTAL
IGHESTAND
USE
LOCAL
FRON DEPTH LND CONDINOTES ROAD UNIT
LAND UNT TOTAL ADJUSTED LAND OVERRIDE LAND
EST USE
CODE
ZONING
TAGE DEPTH / SIZE MOD FACT RF AC LC TO OT TYPE PRICE
UNITS TYP ADJST UNIT PRICE VALUE VALUE NOTES
UB LOT
0100
0 0 1.0000 0 0.8000 15 000.0
1.000 AC 0.800 12 000.0 12000 0
PEN LAND
5100
0 0 1.0000 4 0.7500 +00 +00 +00 +00 RP 3,000.00
20.000 AC 0.750 2,250.00 45000 0
25
OTAL MARKET LAND DATA 21.00 57,00
OTAL PRESENT USE DATA4
http://www.cherokeecounty-nc.gov/lTSnet/AppraisalCard.aspx?idP=2794745&Action=ALdo 1/1

APPLICANT AUTHORIZATION FORM
JAMES BRISTOL
Project Name: Matthew Wood Stream Repair and Stabilization
Project Location: Andrews, NC
Date: November 2016
Matthew Wood, undersigned, does hereby authorize:
Matthew Wood
of
(Applicant)
Wood Farm
(Name of Business)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this
permit or certification and any and all standard and special conditions attached.
James Bristol
1748 Fairview Rd.
Andrews, NC 28901
I hereby certify the above information submitted in this application is true and accurate to the
best of my knowledge.
JameslBristol
Land O�Vner
Date