20170406 Ver 1_401 Application_20170405

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Office Use Only:
Corps action ID no.
2 0 1 7 0 4 4 DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version
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Ie- struction Notification (PCN) Form
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A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 13 Bank Stabilization or General Permit (GP) number:
1 c.
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
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
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:
French Broad River — Streambank Stabilization (Chris Whitmir
2b.
County:
Transylvania
A _
2c.
Nearest municipality / town:
Brevard
2d.
Subdivision name:
N/A
R R8
2e.
NCDOT only, T.I.P. or state
project no:
MIT I�j
3.
Owner Information
3a.
Name(s) on Recorded Deed:
James Christopher Whitmire & Shannon Greene Whitmire
3b.
Deed Book and Page No.
/ Pin: 8563-98-1928-000
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
136 Whitmire Farms Drive - East of 23 Fox Den Hill, adjoins Fr. Broad River, west bank
3e.
City, state, zip:
Brevard, NC 28712
3f.
Telephone no.:
828-553-2710
3g.
Fax no.:
3h.
Email address:
[e-mail]
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version
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4. Applicant Information (if different from owner)
4a. Applicant is:Same
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Jeffrey L. Young
5b. Business name
(if applicable):
NC Dept. of Agriculture and Consumer Services — Division of Soil and Water
Conservation
5c. Street address:
Western Headquarters, 1301 Fanning Bridge Road
5d. City, state, zip:
Flletcher, NC 28732
5e. Telephone no.:
[phone]
5f. Fax no.:
5g. Email address:
[e-mail]
Page 2 of 11

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
8563-98-1928-000
1 b. Site coordinates (in decimal degrees):
Latitude: Longitude:
N 35.17094 E -82.78462 W
1 c. Property size:
26 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
French Broad River
proposed project:
2b. Water Quality Classification of nearest receiving water:
B Tr
2c. River basin: map is available at
French Broad
http://h2o.enr.state.nc.us/admin/maps/
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:
Widened channel experiencing bank erosion. Stream is surrounded by land used for Hay and pasture.
3b. List the total estimated acreage of all existing wetlands on the property:
0 ac
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
1,800 If
3d. Explain the purpose of the proposed project:
Create a stable bank by adding a bankfull bench with a rock toe to minimize erosion..
3e. Describe the overall project in detail, including the type of equipment to be used:
Proposed project will consist of sloped banks with a small bankfull bench with a rock toe. All disturbed slopes will receive
coir matting, a planting mixture and small native woody shrubs and trees. All construction will be completed with a track
hoe from the top of the bank with only a few feet of Class B rip rap for the slope toe being placed in the edge of the water,
where the river has recently migrated to. No instream rock structures are planned for this project. See attached design
for further details.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
❑ Yes ® No ❑ Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
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

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
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 T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ 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 ❑ T
Streambank
Shaping
French Broad
Chris Whitmire
PER
❑ INT
Corps
❑ DWQ
85
598 1 ft.
Site
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
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
598 If.
3i. Comments:
Page 5 of 11

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 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. 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 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 El 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?
131 ❑ PEI T
El Yes
❑ No
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑P❑T
F1 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.
Design utilizes reference reach data to re-establish correct pattern and dimensions.
b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction equipment will not be operating in the live flow. Disturbed areas will be covered with erosion control blanket
and vegetated in a timely manner to further reduce sedimentation from the construction process.
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:
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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? If yes, you will have to fill out this entire form — please
contact the State for more information.
❑ 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.
❑ Yes ❑ No
Comments:
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
10%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why: Stream Restoration / No Development
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
❑ 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
EJ ❑ 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)
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.
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.
N/A
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?
EJ 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?
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?
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?
B. 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 project will not result in an increase in the BFE and a no -
rise certification will be furnished for the project by a licensed engineer. (only if required)
8c. What source(s) did you use to make the floodplain determination? Transylvania County GIS — 2007 Flood Data
5-Z� �v
Chris Whitmire
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.
Page 11 of 11

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2,160
2,150
2,140
2,130 60 50
STATE OF NORTH CAROLINA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES
DIVISION OF SOIL AND WATER CONSERV/ATION
G
S? WESTERN HEADQUARTERS
F�h1)m � 1301 FANNING BRIDGE ROAD, FLETCHER, NC 2'8732 PHONE: [phone]
Stream:
French Broad River
Basin:
French Broad
Drainage Area:
71,680 acres (112 square miles)
Location:
Transylvania County, North Carolina
Latitude:
N 35° 10' 12.60"
Longitude:
W 82" 47' 06.71"
Date:
February 22, 2016
Valley Type:
VIII
Bankfull Width (Wbkf):
80.3 feet
Bankfull Depth (Dbkf):
5.3 feet
Bankfull X -Section Area (Abkf):
425 square feet
Width/Depth Ratio (Wbkf/Dbkf):
15.2
Maximum Depth (Dmax):
7.6 feet
Width of Flood -Prone Area (Wfpa):
1,050 feet
Entrenchment Ratio (ER):
13
Channel Materials (D50):
4 mm
Water Surface Slope (S):
0.0066 feet/feet
Channel Sinuosity (k):
2.2
STREAM CHANNEL CLASSIFICATION:
C4
�

50 40 30 20 10 CL 10 20 30 40 50
30 20 10 Ct 10
FRENCH BROAD RIVER - STABILIZATION PROJECT
RIVER CHANNEL CROSS-SECTION
TRANSYLVANIA COUNTY, NORTH CAROLINA
20 30 40
2,150
2,140
2,130
50 60
PROJECT 9: whitmire, chrLs SCALE: NOT TO SCALE
DRAWN BY: J. YOUNG DATE: FEBRUARY 22, 2017
CHECKED BY: DATE:
SHEET NO. 2 OF 4 FILENAME cha-1 xsec.dwg

-MEMNON" -ME
:ILII!:h�
90 square yardsAc

ALL SLOPES GREATER THAN 2:1 SHALL BE SEEDED WITH HYDROSEEDING EQUIPMENT. STEEP
SLOPES SHALL HAVE SCARIFIED SURFACES WITH TRENCHES 1-2 INCHES DEEP AND 6-12 INCHES
APART ACROSS THE SLOPE IN WHICH THE SEED CAN LODGE AND GERMINATE.
PLANTING MIXTURE
Tall Fescue: 40-60 pounds/acre
Annual Rye: 25-30 pounds / acre
LIME AND FERTILIZER—
Lime: 2,000 pounds / acre of finely ground, dolomitic limestone
Fertilizer. 400 pounds/ acre of 10-10-10 or equivalent
"These rates also apply when hydroseeding
MULCHING
Twenty-four (24) feet width of coir matting shall be installed from the rivers edge, across the coffer dam, and
under the livestakes. Blankets shall be anchored with wood stakes in accordance with the manufacturers
specifications.
Remaining surfaces may be mulched with dry, unchopped, unweathered small grain straw or hay free of seeds of
competing plants. Spread at the rate of 1-2 tons per acre depending upon the season. Evenly spread mulch over
the area by hand or mechanical equipment. Apply mulch uniformly so that 25% of the ground surface is visible.
RECOMMENDED NATIVE PLANT SPECIES FOR RIPARIAN AREA
TREES
SMALLTREES/SHRUBS
Yellow Buckeye
Tag Alder
Cherry Birch
Serviceberry
River Birch
Red Chokeberry
Bittemut Hickory
Common Pawpaw
Shagbark Hickory
Sweet -shrub
Persimmon
Ironwood
Green Ash
Alternate Leaf Dogwood
Silverbell
Silky Dogwood
Blackgum
Hazel -nut
Sycamore
Witch -hazel
Black Cherry
Winter Berry
Black Willow
Doghobble
Write Basswood
Spicebush
leo
Male -berry
20
Umbrella Tree
Y_
Ninebark
spun, well cleaned,
Wild Azalea
�1008Espunc
Swamp Azalea
Swamp Rose
xNnitAme(o*e)
Silky Willow
209
Meadowsweet
Mea (%)
Sweet Leaf
50
Withe-rod
Tensle, Dry QlYur)l
1width
ing'.
Yellow -root
ALL SMALL TREES/ SHRUBS SHALL BE PLANTED AT SPACING OF a X 3'. MULTIPLE ROWS OF LIVESTAKES SHALL BE
INSTALLED ALONG THE SIDE OF THE CREEEK AS SHOWN ON PLANS. A MINIMUM OF FOUR (4) DIFFERENT VARIETIES
OF TREES FROM THE LIST ABOVE SHALL BE PLANTED. THE DIFFERENT VARIETIES SHALL BE MIXED RANDOMLY
THROUGHOUT THE RIPARIAN AREA. CONSULT WTH TRANSYLVANIA SOIL AND WATER CONSERVATION DISTRICT
PERSONNEL FOR ADDITIONAL GUIDANCE.
NOTE: ALL DISTURBED AREAS RESULTING FROM THIS PROJECT,
INCLUDING ACCESS AND HAUL ROADS, SHALL BE VEGETATED
ACCORDING TO THE SPECIFICATIONS LISTED ABOVE. TOTAL NUMBER OF
LIVESTAKES REQUIRED FOR THIS PROJECT IS ESTIMATED AT 1,000.
STATE OF NORTH CAROLINA
a
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES
DIVISION OF SOIL AND WATER CONSERVATION
- N -
WESTERN HEADQUARTERS
$1 1301 FANNING BRIDGE ROAD, FLETCHER, NC 26732 PHONE: [phone]
COIR MATTING INSTALLATION
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF DME, FERTILIZER, AND SEED.
2 BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6' (15cm) DEEP X 6' (15cm) WIDE TRENCH
WITH APPROXIMATELY 12' (30cm) OF BLANKET EXTENDED BEYOND THE
))UP—SLOPE PORTION OF THE TRENCH. ANCHOR THE
IN THE BOTTOM OF THE TRENCH.
BACK LL AND COMPACTKET WITH A ROW THE TRENCH AFTER STAPLINSTAKES G. T APPLY ELY 12"(30cm)
DmTO COMPACTED SOIL AND FOLD REMAINING 12' (30cm)
PORnON OF BLANKET BACK OVER SEED AND COMPACTED SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12' (30cm) APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2,-5' (5cm-12.5cm).
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3' (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12' (30cm) APART ACROSS ENTIRE
BLANKET WIDTH.
NOTE
TIN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6' (15cm) MAY BE NECESSARY To
PROPERLY SECURE THE BLANKETS.
FRENCH BROAD RIVER - STABILIZATION PROJECT
VEGETATION & MATTING SPECIFICATIONS
TRANSYLVANIA COUNTY, NORTH CAROLINA
Geocoir,94DeKoWe®
The foregoing is believed to be an accurate representation of information compiled from our in house testing lab
and external testing laboratories. However, because test values, statistical data and other information presented
may be based solely on results of unverified tests made on random samples, information presented may relate
only to tested samples and because the conditions in which such information may be used are beyond the control
of Belton Industries, Inc., Belton does not guarantee either the accuracy or reliability of the information or the
suggestions and recommendations contained herein. Belton assumes no responsibility of the use of information
presented herein and hereby disclaims all liabilities which may arise in connection with the use of information
herein presented. Air specifications, properties, values, statistical data and application listed herein are provided as
information only, with out charge or obligation to the recipient or user, and in no way either makes or creates any
warranty with respect to any product or modifies, amends or enlarges any warranty made with respect to any
product_ Final determination of the suitability, reliability and accuracy of the information and suggested uses is the
sole responsibility of the user.
REVISIONS

PROJECT# Whitmire, Chris SCALE NOT TO SCALE
DRAWN BY: J. YOUNG DATE FEBRUARY 22, 2017
III CHECKEDBY: I DATE: III
111 SHEETNO. 4 OF 4 1 FILENAME: vegetatlonAvg I