20151097 Ver 1_401 Application_20151115

This is a stream restoration project and
does not require an approved stormwater
management plan. We have mailed one
copy to the NCWRC and to the US Army
Corps of Engineers
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OCT 16 2015
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STORMVuAl ,'­;� }•r ; I J Form Version 1.4 January 2009
Page 1 of 10
PCN Form - Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 13 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
N 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 ❑X No
For the record only for Corps Permit:
❑ Yes ❑X 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 ❑X No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a. Name of project:
Streambank Stabilization - Leicester Community Center/Youth Camp
2b.
County:
Buncombe
2c.
Nearest municipality / town:
Asheville, NC
"2d. Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Leicester Youth Center
3b.
Deed Book and Page No.
796/107
3c.
Responsible Party (for LLC if
applicable):
Greg Brookshire
3d. Street address:
PO Box 1518
3e. City, state, zip:
Leicester, NC 28748
3f.
Telephone no.:
828- 683 -4977
3g. Fax no.:
none
3h.
Email address:
Leicestergreg @bellsouth.net
Page 1 of 10
PCN Form - Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ 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:
Gary Higgins
5b. Business name
(if applicable):
Buncombe County Soil and Water Conservation District
5c. Street address:
155 Hilliard Avenue, Suite 204
5d. City, state, zip:
Asheville, NC 28801
5e. Telephone no.:
828 - 250 -4785
5f. Fax no.:
828 -251 -4908
5g. Email address:
gary.higgins @buncombecounty.org
Page 2of10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
8791 -65- 9172 -00000
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.65706 Longitude: 82.713473
1 c.
Property size:
10.53 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Sluder Branch
2b.
Water Quality Classification of nearest receiving water:
C
2c.
River basin:
French Broad
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:
Site is a community center/youth camp with recreational areas and buildings. The surrounding area is rural with a mix of farms and residential land
uses.
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: 365
3d. Explain the purpose of the proposed project:
Stabilize eroding stream banks on the property.
3e. Describe the overall project in detail, including the type of equipment to be used:
See Attachment A
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
❑ Yes 0 No ❑ Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency /Consultant Company:
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
this project (including all prior phases) in the past?
❑ Yes 0 No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ❑X No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands X❑ 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.
Wetland impact
number
Permanent (P) or
Temporary
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
Choose one
Choose one
Yes /No
W2
Choose one
Choose one
Yes /No
-
W3
Choose one
Choose one
Yes /No
-
W4 _
Choose one
Choose one
Yes /No
W5
Choose one
Choose one
Yes /No
W6
Choose one
Choose one
Yes /No
-
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.
Stream impact
number
Permanent (P) or
Temporary m
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert
Trib. to Sluder Branch
PER
Corps
3
40
32
Choose one
S3 -
Choose one
-
S4
Choose one
S5 -
Choose one
S6
Choose one
-
3h. Total stream and tributary impacts
3i. Comments:
In order to stabilize the stream banks, 40 feet of 18 inch culvert will need to be installed along with a concrete junction box to connect the new pipe to
the existing pipe. The stream is incised with eroding banks in this area and is located very close to a paved walking trail and street, so sloping back of
the stream banks is not feasible.
Page 4 of 10
PCN Form —Version 1.4 January 2009

4. Open Water Impacts
impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
If there are proposed
the U.S. then indivi ually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
impact number
Name of waterbody
(if applicable)
Type of impact
Waterbody
Area of impact (acres)
Permanent (P) or
type
Temporary
01
Choose one
Choose
02
Choose one
Choose
03 -
Choose one
'Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
5b.
5c.
5d.
5e.
Pond ID number
Proposed use or
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
purpose of pond
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
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 Vou MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
6c.
6d.
6e.
6f.
6g.
Buffer Impact
Reason for impact
Stream name
Buffer
Zone 1
Zone 2
number –
mitigation
impact
impact
Permanent (P) or
required?
(square
(square
feet )
feet
—Temporary
B1 -
Yes /No
B2
Yes /No
B3
Yes /No
B4
Yes /No
B5
Yes /No
B6
Yes /No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Culvert extension was kept to the minimum extent practical Grading on stream banks is being kept above the ordinary high watermark on all areas
except where the culvert is being installed so no permit should be required for this construction.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The culvert extension and drop box will be placed with minimal disturbance below the ordinary high water mark. Equipment will not operate in the
stream channel, and construction time will be minimized as much as possible, estimated a less than one day for drop box and culvert placement, and
installation of fill. Fill will be stabilized immediately following placement
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 ❑X 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: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
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:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. if using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form —Version 1.4 January 2009

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 ❑x 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 ❑X 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
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ❑X No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
Commercial developments on lots less than one acre and with total land disturbance less than one acre are not subject to Stormwater Ordinance in
Buncombe County, NC.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
No plan required for Buncombe County NC
❑ Phase II
❑ NSW
3b.
Which of the following locally - implemented stormwater management programs
❑ 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):
El 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 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1a.
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
❑ Yes
❑X No
environmental document pursuant to the requirements of the National or State
(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
F] 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
❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after - the -fact permit application?
❑ Yes
❑X 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
❑X 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 9 of 10
PCN Form — Version 1.4 January 2009

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 ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
0 Yes ❑ No
impacts?
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?
Consultation with US Fish and Wildlife Service.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X 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?
Cultural Resource Specialist, USDA - Natural Resources Conservation Service
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes Q No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Buncombe County GIS maps
s
Applicant/Agent's Printed Name
Date
Ap n Ag t Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10

Attachment A
Name of Project:
Streambank Stabilization — Leicester Community Center /Youth Camp,
3e. Describe the overall project in detail, including the type of equipment to be used:
This project consists of repairing erosion damage along the stream from the culvert on the North end to
the bridge on the South end of the stream. The repair consists of installing a concrete drop box and 40
feet of culvert at the upstream end of the reach. Earth fill will be placed over the pipe and around the
drop box,-compacted and seeded. This is the portion of the project that will require a 404 permit.
Below this area the grading will be done above the ordinary high water mark; so no permit will be
required., ,
From the new culvert to the footbridge a bank full bench will be constructed in this area and the banks
sloped back and re- vegetated.
Equipment will not operate in the stream channel at any point with the exception of placing of the
culvert ad concrete drop box to connect the existing pipe with the new pipe and then it will only be
scooping and smoothing of soil material. The equipment will not travel in the stream bed, but will
operate from the stream bank. Trees will be removed along the stream bank in order to install the bank
full bench and slope the banks.
All disturbed areas will be seeded and covered with the appropriate matting as soon as practical after
construction, not to exceed 10 days.
Equipment needed:
Medium to large track excavator
Skid steer or small dozer for smoothing

� L E�M1
STATE OF NORTH CAROLINA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES
DIVISION OF SOIL AND WATER TERS V /ATION
ti sac WESTERN HEADQUARTERS
STREAM RESTORATION PROJECT
PLAN (IMPAIRED) - LEICESTER COMMUNITY C T R
REVISIONS
NO. BY OATS DESCRIPTION
1
2
3
PROJECT #: Leicester Community Center
DRAWN BY: J. YOUNG
CHECKED BY:
SCALE: 11NCH= 40FEET
DATE: MAY 5, 2015
DATE:
1301 FANNING BRIDGE ROAD, FLETCHER, NC 2:8732 PHONE: [phone]
BUNCOMBE COUNTY, NORTH CAROLINA
4
5
SHEET NO. 1 OF 5
FILENAME: existing_condltions.tlw9

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STATE OF NORTH CAROLINA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES
STREAM RESTORATION PROJECT
NO. BY
1
REVISIONS
DATE DE500.1PTION
PROJECT #: Leicester Community Center
DRAWN BY: J. YOUNG
SCALE: 1 INCH= 40 FEET
DATE: MAYS, 2015
DIVISION OF SOIL AND WATER CONSERVATION
PLAN (RESTORED) - LEICESTER COMMUNITY CTR
3
CHECKED BY:
DATE:
WESTERN HEADQUARTERS
NDEO18�'
7301 FANNING BRIDGE R OAD, FLETCHER, NC 2'8732 PHONE: [phone]
BUNCOMBE COUNTY, NORTH CAROLINA
4
5
SHEET NO. 2 OF 5
FILENAME: existing_wnditions.dwg

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STREAM RESTORATION PROJECT
RESTORED STREAM CHANNEL CROSS - SECTIONS
BUNCOMBE COUNTY. NORTH CAROLINA
REVISIONS PROJECT #: Leicester Community Center SCALE: NOT TO SCALE
DESCRIPTION
DRAWN BY: J. YOUNG DATE: MAY 5, 2015
CHECKED BY: DATE:
SHEET NO. 3 OF 5 FILENAME: x_secdons.dwg
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STATE OF NORTH CAROLINA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES
DIVISION OF SOIL AND WATER CONSERV /ATION
a ?c
F4�DED IR11 y 1301
WESTERN HEADQUARTERS
FANNING BRIDGE ROAD, FLETCHER. NC 2:8732 PHONE: (B28) 687 -6987
STREAM RESTORATION PROJECT
RESTORED STREAM CHANNEL CROSS - SECTIONS
BUNCOMBE COUNTY. NORTH CAROLINA
REVISIONS PROJECT #: Leicester Community Center SCALE: NOT TO SCALE
DESCRIPTION
DRAWN BY: J. YOUNG DATE: MAY 5, 2015
CHECKED BY: DATE:
SHEET NO. 3 OF 5 FILENAME: x_secdons.dwg
2124
2123
2122
2121
2120
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2116
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STREAM CHANNEL PROFILE
LIVESTAKES, NATIVE
MATTING
STREAM CHANNEL VEGETATION & MATTING
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0011N_ "
L yuu��
STATE OF NORTH CAROLINA REVISIONS PROJECT #-. Leicester Community Center SCALE: I INCH =40 FEET
3� STREAM RESTORATION PROJECT ND e. DaE DESCRIP ON
1 DRAWN BY: J. YOUNG DATE: MAY 5, 2015.
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES 2
DIVISION OF SOIL AND
HEADQUARTERS TERS CONSERVATION STREAM CHANNEL PROFILE & CROSS — SECTION 3 CHECKED BY: DATE:
WESTERN HEADQUARTERS 4
BUNCOMBE COUNTY, NORTH CAROLINA SHEET NO. 4 of 5 FILENAME: profiledwg
1301 FANNING BRIDGE ROAD, FLETCHER, NC 2'8732 PHONE: [phone]
50
2125
2120
2115
2110
3 +50

SLOPE INSTALLATION
MATERIAL SPECIFICATION
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
Erosion control blanket shall be a machine - produced 100% biodegradable mat with an
APART ACROSS THE SLOPE IN WHICH THE SEED CAN LODGE AND GERMINATE.
agricultural straw fiber matrix. The blanket shall be of Consistent thickness with
the straw evenly distributed over the entire area of the mat. The blanket shall be
PLANTING MIXTURE
NORTH
covered on the top and bottom sides with 100% biodegradable woven natural fiber netting.
AMERICAN
The netting shall consist of machine directional strands formed from two intertwined
Tall Fescue: 40 -60 pounds/ acre
GREEN
yams with cross directional strands interwoven through the twisted machine strands
Annual Rye: 25 -30 pounds/ acre
(commonly referred to as a Leno weave) to form an approximate 0.50 inch x 1.00 inch
2.
(1.27 x 2.54 cm) mesh. The blanket shall be sewn on 1.50 inch (3.81 cm) centers
LIME AND FERTILIZER-
( m)
(50 stitches per roll width) with biodegradable thread. The blanket shall be manufactured
with a colored line or thread stitched along both outer edges (approximately 2 -5 inches
Lime: 2,000 pounds / acre of fine)
p y ground, dolomitic limestone
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(Scm- 123em) ,
[5 -12.5 cm] from the edge) to ensure proper material overlapping.
Fertilizer: 400 pounds/ acre of 10 -10 -10 or equivalent
_
(75 Vim)
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The straw erosion control blanket shall be S150 BIN as manufactured by North American
* *These rates also apply when hydroseeding
l> ® (15 cm) 20
Green, or equivalent. The blanket shall have the following properties:
MULCHING
Material Content
All slopes greater than 2:1 OR below top of bank (stream channels) shall be mulched with an erosion control
38 •'
Matrix 100% Straw Fiber (0.50 Ibs1yd2) (0.27 kg /m2)
blanket (North American Green SC -150B or equivalent). Blankets shall be anchored in accordance with
-
manufacturer's specifications.
Netting Both sides, Leno woven 100% biodegradable organic jute fiber
--
(9.30 Ibs /1,000 ft2 14.50 kg /100 m2] approximate weight)
Flatter surfaces may be mulched with dry, u cho PP e d � unweathered small rain straw or
free of seeds of
ha
.3 '
competing plants. Spread at the rate of 1 -2 tons per acre depending upon the seaso n E vent spread mulch over
3A P'
O
Thread Biodegradable radable
the area by hand or mechanical equipment. Apply mulch uniformly so that 25% of the ground surface is visible.
............................... „
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Physical Specifications (per roll)
RECOMMENDED NATIVE PLANT SPECIES FOR RIPARIAN AREA
- :.�:a:;;;:i:;;
Width 6.67 ft
TREES SMALL TREES/ SHRUBS
Length 108.00 ft
Yellow Buckeye Tag Alder
Weight 53.50lbs
Cherry Birch Serviceberry
River Birch Red Chokeberry
Bittemut Hickory Common Pawpaw
Area 80.00 yd2
Shagbark Hickory Sweet -shrub
9 ry
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-O -SEED DO NOT SEED PREPARED AREA. CELL-O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
Persimmon Ironwood
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH
Stitch Spacing 1.50 inches
Green Ash Alternate Leaf Dogwood
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP —SLOPE PORTION OF THE TRENCH. ANCHOR THE
Silverbell Silky Dogwood
BLANKET WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm)
Blackgum Hazel -nut
Sycamore Witch
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
-hazel
Black Cherry Winter Berry
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
Black Willow Doghobble
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES
White Basswood Spicebush
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE WHEN USING OPTIONAL DOT SYSTEM', STAPLES /STAKES
Male -berry
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
Umbrella Tree
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2 " -5" (5cm- 12.5cm) OVERLAP DEPENDING
Ninebark
ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BONG
INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STTTCH"ON THE PREVIOUSLY INSTALLED BLANKET.
Wild Azalea
Swamp Azalea
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
Swamp Rose
3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE
BLANKET WIDTH.
N
Silky Willow
Meadowsweet
Sweet Leaf
Wite -rod
Yellow -root
NOTE
-IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO
�� _!•�
PROPERLY SECURE THE BLANKETS.
ALL SMALL TREES / SHRUBS SHALL BE PLANTED AT SPACING OF 3'X 3'. THE ENTIRE AREA FROM BANKFULL STAGE
TO TOP OF STREAM BANK SHALL BE ESTABLISHED WTH WOODY VEGETATION. CONSULT WITH BUNCOMBE SOIL
S
AND WATER CONSERVATION DISTRICT PERSONNEL FOR ADDITIONAL GUIDANCE.
21 76
14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725
USA 1 -800- 772 -2040 CANADA 1 —BW- 448 -2040
www.nogreen.com
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NOTE: ALL DISTURBED AREAS RESULTING FROM THIS PROJECT,
y0a�
INCLUDING ACCESS AND HAUL ROADS, SHALL BE VEGETATED L
ACCORDING TO THE SPECIFICATIONS LISTED ABOVE. TOTAL NUMBER OF
LIVESTAKES REQUIRED FOR THIS PROJECT IS ESTIMATED AT 450. A
MINIMUM OF 4 SPECIES FROM THE LIST ABOVE SHALL BE PLANTED.
aga.SWt'
STATE OF NORTH CAROLINA
` DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
=
STREAM RESTORATION PROJECT
No.
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er
onre
REVISIONS�scRIPnoN
PROJECT #. Leicester Communi
DRAWN BV: J. YOUNG
Cef!ALE' NOT TO SCALE
DATE: MAY 5, 2015
DIVISION OF SOIL AND WATER CONSERVATION
EROSION CONTROL - VEGETATION DETAILS
3
CHECKED BY:
DATE
WESTERN HEADQUARTERS
1301 FANNING BRIDGE ROAD, FLETCHER, NC 28732 PHONE [phone]
BUNCOMBE COUNTY, NORTH CAROLINA
4
5
SHEET NO. 5 OF 5
FILENAME vegetation.Wg