20140173 Ver 1_401 Application_20140214

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a -r
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification C 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: 13 or General Permit (GP) number:
1c. 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
le. 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
1g. 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:
Bradley Creek and Little Tennesse River Bank Stabilization
2b. County:
Macon
2c. Nearest municipality / town:
Franklin
2d. Subdivision name:
n/a
2e. NCDOT only, T.I.P. or state
project no:
4EEB
3. Owner Information
2 0
3a. Name(s) on Recorded Deed:
Charles R. Henson
=WA
3b. Deed Book and Page No.
C- 23/2196
at-
3c. Responsible Party (for LLC if
applicable):
Aamp Amn .4
3d. Street address:
9060 Bryson City Road
3e. City, state, zip:
Franklin, NC 28734
3f. Telephone no.:
828 - 524 -3299
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:
4b. Name:
Mr. Paul Carlson
4c. Business name
(if applicable):
Land Trust for the Little Tennessee
4d. Street address:
557 East Main Street
4e. City, state, zip:
Franklin, NC 28744
4f. Telephone no.:
828 - 524 -2711
4g. Fax no.:
828- 524 -4741
4h. Email address:
pcarison @Itlt.org
5. Agent/Consultant Information (if applicable)
5a. Name:
Andrew Bick
5b. Business name
(if applicable):
Confluence Engineering, PC
5c. Street address:
16 Broad Street
5d. City, state, zip:
Asheville, NC 28801
5e. Telephone no.:
828.255.5530
5f. Fax no.:
828- 505 -8300
5g. Email address:
andrew @confluence - eng.com
Page 2 of 11
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
6578536400
Latitude: 35.272409 Longitude: -
1 b. Site coordinates (in decimal degrees):
83.439513
(DD.DDDDDD) (- DD.DDDDDD)
1c. Property size:
11.02 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Bradley Creek; Little Tennessee River
proposed project:
2b. Water Quality Classification of nearest receiving water:
C, Tr (Bradley); B (Little T)
2c. River basin:
Little Tennessee
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:
Bradley Creek drains about 2.8 square miles of mixed forest, pasture and low density residential land uses. The 450 -LF
project reach of Bradley Creek has incised to meet the elevation of Little Tennessee River, which it flows into at the
western property boundary. The incision and a lack of riparian vegetation has led to bank erosion and sediment pollution.
The project also includes a 150 -LF reach of the right bank of the river, where bank erosion is threatening the Henson's
field and causing excess fine sediment to reach the river.
3b. List the total estimated acreage of all existing wetlands on the property:
0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
750 LF (Bradley) + 600 LF of the right bank of the river
3d. Explain the purpose of the proposed project:
The purpose of the project is to stabilize the eroding banks and creek bed, thereby protecting adjacent land and reducing
the amount of fine sediment pollution and protecting downstream aquatic habitats.
3e. Describe the overall project in detail, including the type of equipment to be used.
The project will involve sloping banks and creating floodplain benches on Bradley Creek and the right bank of the river.
Log vanes will be used in the creek bed to direct to flows to the center of the channel and encourage pool formation for
habitat enhancement. Graded banks will be seeded with temporary and permanent (native) seed mixes, covered with
coir matting and live staked with native woody species. Conventional construction equipment will be used, including a
track mounted excavator, dump truck and assorted hand tools. A pump - around flow diversion will be employed to
dewater the work area on Bradley Creek.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
El Yes El No Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
❑ preliminary ❑ 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

S. 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
PCN Form — Version 1.3 December 10, 2008 Version

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) or
(if known)
DWQ — non -404, other)
(acres)
Temporary
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P [IT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P [IT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ 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 [:IT
Bank Stabilization
Bradley
® PER
❑ INT
® Corps
® DWQ
25
450
S2 ® P ❑ T
Bank Stabilization
Little T River
® PER
❑ INT
® Corps
® DWQ
160
150
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
600
3i. Comments:
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
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4E Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then 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 ❑ No 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 DWO)
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) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
impact
required?
B1 ❑P ❑T
❑Yes
❑ No
B2 ❑P [IT
❑Yes
❑ No
B3 ❑ PEI T
El Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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 represents a long -term benefit to the creek and larger Little Tennessee watershed by stabilizing an eroding banks
and reducing fine sediment inputs. Construction phase best management practices will help minimize the short-term impacts,
as described in below.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The will begin only after all materials are stockpiled nearby. A pump - around flow diversion will be employed to dewater the
work area on Bradley Creek and reduce the potential for downstream sediment impacts. Equipment access across the creek
will be provided by a timber mat, which will span the creek and limit disturbance to banks and bed. For work on the river,
equipment will operate from the top of bank. The contract documents will require well- maintained and functioning equipment
and daily checks for leaks. An emergency spill plan will also be required.
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
❑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
Ea. 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
PCN Form — Version 1.3 December 10, 2008 Version

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.
❑ Yes ❑ No
Comments:
2. Storrwater Management Plan
2a. What is the overall percent imperviousness of this project?
n/a %
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Project does not constitute development
or an increase in impervious area.
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?
n/a
❑ 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
❑ Yes ® No
attached?
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)
la. Does the project involve an expenditure of public (federal /statefiocal) 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
letter.)
❑ Yes ® No
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.
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

S. 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 conceming Endangered Species Act
® Yes ❑ No
impacts?
[3 Raleigh
Sc. 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 Crltical
Habitat?
consultation with FWS staff
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 Habitat Conservation Mapping Tool
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?
NC SHPO online mapping tool Site was also cleared via shovel tests by NRCS archeologist in early 2013
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: flood study for work on river bank in progress
8c. What source(s) did you use to make the floodplain determination? www.nefloodmaps.com website
PC«
Applicant/Agent's Printed Name
AppI nt/Agent's Signature
Date
(AgentIs signature Is d only If an authorization letter from the applicant
Is provided.)
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

Bradley Creek and Little Tennessee River Stabilization Project
Supporting Information

February 11, 2014
Mr. David Brown
US Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801
Subject: NWP Application Agent Authorization
Bradley Creek and Little Tennessee River Bank Stabilization Project
Macon County, North Carolina
Dear Mr. Brown:
I hereby authorize the Land Trust for the Little Tennessee to serve as our agent and apply on our behalf
for a Nationwide Permit for the subject project.
If you have any questions, please call me at (828) 524 -3299.
Sincerely,
Charles Henson

Discharge Calculation overall reach
Q = 1.49/n R2/3 s1 /2 A
TYPICAL SECTION DESIGN
WP (ft)
23.2
R (ft)
Regional Curve Estimate Bradley at
Little T
Area Calculation Riffle
Channel n
DA (sq. mi.)
2.78
260.0
yRs =
NC Mountains (area)
43.31
Right Bank Slope, x:1
2.5
NC Mountains (discharge)
218.90
Left Bank Slope, x:1
2.5
Max Depth (ft)
3
NC rural Piedmont (area)
42.95
Bottom Width (ft)
7
NC rural Piedmont (discharge)
185.91
Area
43.5
Bankfull Width (ft)
22
USGS 2 year discharge
Bankfull Depth (ft)
1.98
TN Hydro Area 1
257.51
W/D ratio
11.13
TN Hydro Area 2
428.99
SW Appalachian (area)
66.51
SW Appalachian (discharge)
323.01
Discharge Calculation overall reach
Q = 1.49/n R2/3 s1 /2 A
WP (ft)
23.2
R (ft)
1.9
design slope
0.014
Channel n
0.045
Q (cfs)
260.0
yRs =
1.6 psf
largest particle from Shields =
180 mm
7.1 in.
slope design tw =
bar sample
d84 = 108 mm
(Rosgen Data) d100 = 155 mm

100
99
98
97
96
0 95
> 94
aD
w 93
92
91
90
0 10
Elevation (ft)
Bankfull Dimensions
26.6
x- section area (ft.sq.)
13.4
width (ft)
2.0
mean depth (ft)
3.1
max depth (ft)
15.6
wetted parimeter (ft)
1.7
hyd radi (ft)
6.8
width -depth ratio
Bankfull
Flow
- -- velocity (ft/s)
- -- discharge rate (cfs)
- -- Froude number
Bradley Creek, riffle
20 30 40
Width (ft)
Flood Dimensions
34.3 W flood prone area (ft)
2.6 entrenchment ratio
- -- low bank height (ft)
- -- low bank height ratio
Flow Resistance
- -- Manning's roughness
- -- D'Arcy- Weisbach fric.
- -- resistance factor u /u"
- -- relative roughness
50 60 70
Materials
- -- D50 (mm)
- -- D84 (mm)
73 threshold grain size (mm):
Forces & Power
1.4 channel slope ( %)
1.49 shear stress (lb /sq.ft.)
0.88 shear velocity (ft /s)
- -- unit strm power (lb /ft/s)

L
Qi
V
L
I.i
bar sample 102313
1 10 100 1000
Particle Size (mm)

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4 "' Z N Sixteen Broad Street LTLT
APP
° MACON COUNTY, NC Asheville, North Carolina 28801 DESCRIPTION DATE .
Phone: [phone] REVISIONS
confluence- eng.com

NOTES.
1. ALL TREES, UTILITIES AND OTHER SITE FEATURES SHALL BE
PROTECTED UNLESS MARKED FOR REMOVAL OR RELOCATION.
2. CONTRACTOR SHALL HAVE UTILITIES MARKED IN THE FIELD
PRIOR TO STARTING CONSTRUCTION.
3. WORK MUST PROCEED IN ACCORDANCE WITH 401, 404, TROUT
BUFFER AND FLOODPLAIN PERMIT CONDITIONS.
4. WORK SHALL BE STAGED SUCH THAT NO MORE CREEK OR
RIVER BANK IS DISTURBED THAN CAN BE STABILIZED AT THE
END OF THAT WORK DAY.
5. EXCESS EXCAVATED MATERIAL MUST BE DISPOSED IN
APPROVED UPLAND AREAS OR OFF -SITE.
6. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL
EXISTING UNDERGROUND AND OVERHEAD UTILITIES.
7. PUMP AROUND FLOW DIVERSION REQUIRED FOR WORK ON
BRADLEY CREEK. SEE DETAILS.
8. ACCESS TO SITE VIA ANSELMO DRIVEWAY. LEFT BANK OF
BRADLEY CREEK AND WORK REACH ON RIVER ACCESSED VIA
TEMPORARY CROSSING AS SHOWN ON PLAN.
9. ALL EQUIPMENT SHALL BE CLEANED PRIOR TO MOBILIZATION
AND SHALL BE MAINTAINED TO BE FREE OF LEAKS.
10. FUELING SHALL BE PERFORMED IN A CONTAINED AREA AT
LEAST 200 FEET FROM FLOWING WATER.
11. ALDERS AND DOGWOODS REMOVED DURING GRADING SHALL
BE SALVAGED FOR ON -SITE TRANSPLANT.
12. TREES REMOVED DURING GRADING SHALL BE SALVAGED FOR
ON -SITE USE AS LOG VANES AND /OR ROOTWADS UNLESS
DIRECTED OTHERWISE. LOGS AND CLEARING DEBRIS NOT
USEFUL TO THE PROJECT SHALL BE DISPOSED OFF -SITE.
13. BARE ROOT TREES AND SHRUBS TO BE PLANTED DURING THE
DORMANT SEASON.
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LEGEND
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EXISTING
PROPOSED
N
C O
MAJOR CONTOUR (5')
— X80— — CENTERLINE
3+
MINOR CONTOUR (1')
_ _ _ _ _ _ _ TOP OF BANK
°o °c
PARCEL
— — — BACK OF FLOODPLAIN BENCH
— —
OVERHEAD ELECTRIC
— OHU — LIMITS OF DISTURBANCE
— LOD —
MATURE TREE
® LOG VANE
Q
TREE/SHRUB PROTECTION
x
TREE REMOVAL
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DATE: FEB. 2014
SCALE: NTS
PLAN
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Phone: [phone]
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Y ROAD (HWY 8
CITY \ BRYSON _ o cn
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\ / / BUFFER DIST. = 4400 SF - - — - — -
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PIN 6578532630
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HENSON CHARLES R.
PIN 6578536400 SCALE: 1 � _ 40
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PLAN
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1 TYPICAL SECTION BRADLEY CK.
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TYPICAL SECTION NOTES: J
1. GRADED BANKS AND SLOPES > 5:1 TO BE SEEDED,
MULCHED AND COVERED WITH COIR MATTING.
BENCHES TO BE SEEDED AND MULCHED. DATE: FEB. H
2. CREEK AND RIVER BANKS SHALL BE PLANTED WITH SCALE: AS SHOWN
LIVE STAKES AT 3' O.C.; SEE LIVE STAKE DETAIL.
3. PLANT BENCHES AND TERRACE SLOPES WITH BARE TYPICAL
ROOT NATIVE TREES AND SHRUBS AT ROUGHLY 10' O.C. SECTIONS
SPECIES LIST TO BE DETERMINED.
SHEET 5 OF 7

V MIN. OVERLAP
SMOOTH SURFACE,
REMOVE ALL DEBRIS
AND SEED /MULCH
BEFORE PLACING MATTING
NOTE: MATTING SHALL
BE ROLANKA BioD -Mat 70
OR APPROVED EQUAL
100% COIR FIBER.
MATTING PLACED FLUSH WITH BANK SURFACE,
LAP OVER DOWNSTREAM /DOWNSLOPE SEAMS
12" WOOD STAKE PLACED
IN 3' O.C. DIAMOND PATTERN
MATTING ANCHORED 1'
BELOW STREAM BED
COIR MATTING
6
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PERMANENT SEED MIX *
COMMON NAME
SCIENTIFIC NAME
PERCENTAGE
SWITCHGRASS
PANICUM VIRGATUM
25
VIRGINIA WILD RYE
ELYMUS VIRGINICUS
25
DEER TONGUE
PANICUM CLANDESTINUM
15
REDTOP
AGROSTIS GIGANTEA
15
SHOWY TICKSEED
BIDENSARISTOSA
5
LANCED LEAVED COREOPSIS
COREOPSIS LANCEOLATA
5
FOX SEDGE
CAREX VULPINOIDEA
10
TOTAL
100
* APPLIED AT 0.5 LB /1,000 SF TO ALL DISTURBED AREAS
TEMPORARY SEED MIX (APPLIED WITH PERMANENT MIX)
APPLICATION DATES
COMMON NAME
RATE (LB/1,000 SF)
AUGUST 15 TO MAY 1
RYE GRAIN
1.0
MAY 1 TO AUGUST 15
BROWNTOP MILLET
0.3
NOTE: ALL SEEDED AREAS SHALL BE MULCHED WITH
WHEAT OR OAT STRAW AT A RATE OF 1 BALE PER 1,000 SF.
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5' \J
12" MIN. DIAM. ,,,,,, G� \�
HARDWOOD LOG Q-
WITH INTACT TIP ANCHORED INTO BED MATERIALS J O
ROOTWAD TOP OF BANK cn� \� 5 `a
BED -
EXCAVATED �'��•,, P?.
SCOUR HOLE 1.0'
PLAN (AT HEAD OF POOL) PROFILE A -A' o
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BANKFULL STAGE
SEE NOTE 1
LIVE STAKE
/2 BANKFULL TO FIRST ROW
3 NODES MIN.
BASEFLOW W.S.
SECTION
NOTES:
1. FORM PILOT HOLE THROUGH HARD SOIL OR STONE TO
PREVENT DAMAGE TO STAKE.
2. LIVE STAKE MIX TO INCLUDE AT LEAST TWO OF THE
FOLLOWING SPECIES: SILKY DOGWOOD, SILKY WILLOW,
ELDERBERRY, NINEBARK, BUTTONBUSH.
3 LIVE STAKING
6 NTS
LIVE STAKE DETAIL DATE: FEB. 2014
SCALE: AS SHOWN
DETAILS
SHEET 6 OF 7
BUDS POINTED
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LIVE STAKE DETAIL DATE: FEB. 2014
SCALE: AS SHOWN
DETAILS
SHEET 6 OF 7

SAND BAG
COFFER DAM (TYP)
EXCAVATE V DEEP
SETTLING POOL
AS NEEDED
DIVERSION PUMP
800 GPM CAPACITY
X
f--- WORK AREA
TOE OF BANK (TYP)
TOP OF BANK (TYP)
100' +/-
PUMP DIVERSION
1 FOR BRADLEY CREEK
7 NTS
la'.Mo a
STING POOL
PUBLIC ROAD
FILTER FABRIC
COMPACTED FILL
FLOW CREEK SIDE
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° II III
1.5' MIN.
4"
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7 NTS
SFCTION
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1. PLACE MATS BY LIFTING INTO PLACE RATHER
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2. KEEP MATS CLEAR OF SOIL AND DEBRIS THAT
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3. WHEN WORK IS COMPLETE, CLEAN MATS OF SOIL
AND LIFT AND REMOVE MATS IN REVERSE ORDER
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FROM PLACEMENT.
4. STABILIZE ANY AREAS DISTURBED BY MATS WITH
DATE: FEB. 2014
SEED AND MULCH.
SCALE: AS SHOWN
E&S DETAILS
SHEET 7 OF 7