20070099 Ver 1_More Info Received_20070212

Office Use Only' Form Version May 2002
~7 ~ `'
USACE Action ID No. DWQ No. l - ~~ y
(If any particular item is not applicable to t(us project, please enter "Not Applicable" or "NiA".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: -?~ 2~
If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
~,.
_. ~~ .. . ;
H. Applicant Information .~~ ,_..
.,., ;y
.,~
1. Owner/Applicant Information e ~ ~~;~,~ ~ ~ ~.~~ ~
Name: David Neal Woody
Mailing Address: 3183 New Leicester Hwy. '`''`" ~ -~~T` <"
eo~r/~~.,.,~ - o' y NQ'','~i.~9
Leicester, NC 28748
Telephone Number: 828-683-3184 Fax Number:
E-mail Address
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: V. Loring McIntyre
Company Affiliation: USDA-NRCS
Mailing Address: 155 Hilliard Ave., Suite 204
Asheville, NC 28801
Telephone Number: 828-250-4790 Fax Number: 828-251-4908
E-mail Address: loring.mcintyre~~nc.usda.gov
Pat~c ~ ol~ I _'

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north ai-~•ow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be infot•med that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: USDA-NRCS-EQIP (Environmental Quality Incentives Program)
2. T.LP. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 8792.04-70-3803.000 & 8792.04-72-5106.000
4. Location
County: Buncombe Nearest Town: Leicester
Subdivision name (include phase/lot number): None -farm
Directions to site (include road numbers, landmarks, etc.): HWY 63, Rt. On Turkey Creek
Rd., 2miles on right
5. Site coordinates, if available (UTM or Lat/Long):035° 40' 37.7" N / 082° 43' 09.3" W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct water body.)
6. Property size (acres): 22.2 Ac
7. Nearest body of water (stream/river/sound/ocean/lake): S. Turkey Creek
8. River Basin: French Broad
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httpJ/h2o,enr,_state,nc us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Agricultural Use in Tobacco. Farmland and home sites
in the area.
P;i~c 6 ~~f I?

10. Describe the overall project in detail, including the type of equipment to be used: remove
rock and woody debris; remove existing berm along stream. Install rock cross veins.
Reconstruct channel to stable dimensions.
1 1. Explain the purpose of the proposed work: The proposed work is to return the bank to a
stable condition, prevent further erosion, and reduce cropland field flooding and
erosion.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
None
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work fi-om the current applicatig~j
-OnliLi~l~nTp f~}n~ /~/"%
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or- not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed foi~
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: impacts are expected to be
minimal, with some increase in turbidity during the placement of rock structures and
removal of debris. However, the long-term impact will be to improve the water quality of
the stream, by reducing erosion on the banks.
2. Individually list wetland impacts below-
~Wctland Inip pct _~ I~y~}~~ of Impact'" ~ Arca of ~ Loc itcd ~~itlun ~ I~i~lancc to
Pair 7 ~il~ I

Site Number
(indicate on ma) Impact
(acres) 100-year Floodplain**
(yes/no) Nearest Stream
(linear feet) Type of Wetland***
#1 I 1 Yes Turkey Creek Stream
3050'

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, sepazately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USAGE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.5
Total area of wetland impact proposed: 0.5
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name* * Average Width
of Stream
Before Im act Perennial or
Intermittent?
(pleases ecify)

1 Rock Vane 30 Turkey Creek 5-10' Perennial
2 Remove Berm 3000 Turley Creek 5-10' Perennial

3 Woody Debris 20 Turkey Creek 5-10' Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (sepazately list impacts due to both structure and flooding), relocation (include lineaz feet before and after, and net loss gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the lineaz footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list a_s UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available ttuough the USGS at 1-800-358-9616, or online at
www nsgs,gov. Several intemet sites also allow direct download and printing of USGS maps (e. g., www,topozone com
}yww.ma uest.com, etc. .
-----------pq---------------- )
Cumulative impacts (linear distance in feet) to all streams on site: +/- 3050 linear feet
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of
Name oC Waterbod
y Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on map) (acres) bay, ocean, etc.)

#1 Turbidity from cross 0.5 Turkey Creek Stream
VanC p~aCCmCnt
~a~;C $ 0~ 12

* List each impact separately and identity temporary impacts. hnpacts include, but an; not limited to: till, excavation, dredgutg,
Hooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ®stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to 1•educe impacts.
Impacts to water quality are expected to be minimal, with some increase in turbidity
during the placement of rock structures and removal of debris. Access to the channel and
it's width will determine the need for work in the water, but every effort will be made to
complete as much work as possible in the dry. The long-term impact of this work will be to
improve the water quality of the stream, by reducing erosion on the banks. Rock use for
structures will be clean.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource 4vill be considered in determining acceptability of appropriate and practicable
Pa~,c9~,r~'

mitigation as proposed. Examples of mitigation that may be appropriate and pt•acticable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http~//h2o enr state nc us/ncwetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
None
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process foi• the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaUstate) funds or the use of public
(federaUstate) land?
Yes ® No ^
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Pair 10 0l~ I Z

Yes ^ No
If yes, has the document review been finalized by the State Clearinghouse`? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ^ No ^
X. Proposed Lnpacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), I SA NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other? If so, please identify
Yes ^ No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(s uarc feet) Multiplier Required
Mitigation
I 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Lone Z extends an
additional 20 feet from the edge of Zone 1.
If buffer- mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration /Enhancement, Preservation or
Payment into the Riparian Buffer- Restoration Fund). Please attach all appropriate information as
identified within I SA NCAC 2B .0242 or .0260.
Currently no buffer exists. Proiect will establish one.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stor7nwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Currently all cropland - no impervious surface.
Pa~~,c I I of I?

XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge oi• discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
No wastewater will be generated.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application?
Yes ^ No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
New riparian buffer will be established after construction is complete.
CS ,~~ zJs-~o
Applicant/gent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Pa~c ~ 2 of ~

STREAM STABILIZATION PROJECT - S. TURKEY CREEK
PREPARED BY
NC DENR -DIVISION OF SOIL AND WATER CONSERVATION
USDA -NATURAL RESOURCES CONSERVATION SERVICE
IN COOPERATION WITH
BUNCOMBE SOILAND WATER CONSERVATION DISTRICT
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SITE LOCATION MAP
SCALE: NO SCALE
N. WOODY FARM
PROJECT SITE
BUNCOMBE COUNTY, NORTH CAROLINA
COUNTY, STATE
CONTENTS:
1. Title Sheet and Location Map
2, Site Map
3. Channel Cross Section
4. J-Hook Rock Vane Detail
5. Stream Channel Classification Data
6. Erosion Control -Vegetation Details
PROJECT COORDINATES
N 35 ~40' 29.60"
W 82 42' 48.42''
m
APPROVED BY:
AS BUILT CERTIFIED BY:
Fy L
DATE: ~~ 6Z a~
DATE:

~`~"° STATE OF NORTH CAROLINA
~~'° ~~.
'~_? DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
$ DIVISION OF SOIL AND WATER CONSERVATION
~` r. ASHEVILIE REGIONAL OFFICE
w.•,o'
2090 US HIGHWAY 70, SWANNANOA, NC 28778 PHONE: [phone]~t500
LOG VANE
ROCK "J" HO
RESTORE CHANNEL GEOMETRY
TO STABLE CROSS SECTION PER
REFERENCE REACH (C4l1)
EWP STREAM
REPAIF
SITE MAP
EXISTING ARMORED STREAMBANK
USING PRECAST CONCRETE BLOCKS
80 LINEAR FEET (APPROX.)
RIFFLE CROSS SECTION
(SEE SHEET 3 OF 6)
STREAMBANK STABILIZATION
SOUTH TURKEY CREEK -WOODY FARM
BUNCOMBE COUNTY, NORTH CAROLINA
SCALE: 1" = 500'
REVISIONS PROTECT a: NWOODY 1INCM=500 FEET
SCALE
oECCaimmu .
DPAVVN er ~ vouNC DAre ~uNE zs
zoos
,
CHECKED BY: DATE.
SHEET NO. 2 Of 6 FILENAME. 511EMAP.DWG
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~~"° STATE OF NORTH CAROLINA
~ '~
DEPARTMENT OFENVIRONMENTANDNATURALRESOURCES
'~ DIVISION OF SOIL AND WATER CONSERVATION
,a~~ ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70, SWANNANOA, NC 28118 PHONE. (82B) 2966500
REMOVE EXISTING
BANKFULLOROSS-SECTIONAL
AREA = 86 SQUARE FEET
'~~o~~ESSr~~~2~
CHANNEL CROSS SECTION
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STREAMBANK STABILIZATION
SOUTH TURKEY CREEK -WOODY FARM
BUNCOMBE COUNTY, NORTH CAROLINA
REVISIONS PROJECT t: N WOODY SCALE: NOT 705CALE
rv0. BY OaiE OESGPi~ipx
~ DRAWN BY: J. YOUNG 2006
DATE'
JUNE 26
2 .
,
} CHECKED BY'. DATE.
~ i
5 SHEET N0. 3 OF 6 FILENAME: %_SELTION.DWG

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of Water
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NOTES:
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`~ ! ~ ~ REQUIRED STONE SIZE FOR VANE CONSTRUCTION SHALL BE A
} MINIMUM OF 18-INCHES. THE SIZE OF AN INDIVIDUAL STONE
/~ ~
~ SHALL BE DETERMINED BY MEASURING ITS LONG AXIS.
i
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y
STONE MAY CONSIST OF FIELD STONE OR UNHEWN QUARRY

y y STONE.
r
/
/ ~' '~ f ~ ~ BROKEN CONCRETE FROM DEMOLISHED STRUCTURES OR
i y y PAVEMENT MAY NOT BE USED.
~ ~ Rock
SIII WHILE NO SPECIFIC GRADATION IS REQUIRED, VARIOUS SIZES
OF STONE SHALL BE DISTRIBUTED BEYOND THE REQUIRED W
W
~~~~
~~N cqR
MINIMUM SIZE. COMPLETED VANE SHALL BE FREE OF VOIDS
"
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~
~~
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7
PLAN VIEW RIP
A
LARGER THAN 6-INCHES IN DIAMETER. USE OF CLASS
ARY TO FILL VOID SPACES ~
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REVISIONS
~~~
STATE OF NORTH CAROLINA
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STREAMBANK STABILIZATION
PROJECT
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PRDJEDTO NWOUDY
SCALE: NGT TD SCALE

DEPARTMENT OF ENVIRONMENT ANO NATURAL RESOURCES
~ ~
p DRAWN BY: J. YOUNG D0.TE: JUNE 2fi.1006
r
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~ DIVISIDNOFSDII.ANDWATERCDNSERVATION J-HOOK ROCK VANE DETAIL SHEET s DMECNED9Y DATE
,
,,~~~ ASHEVILLEREGIONALOFFlCE
zaeouswcmvAYio.swANNaNaa.NC za~ra KRONE: ~eza~zesssao
BUNCOMBE COUNTY, NORTH CAROLINA ~
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*~° STATE OF NORTH CAROLINA
~~ ''" ~
.'~' DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF SDIL AND WATER CONSERVATION
M.. ASHEVILLEREGIONALOFFICE
~b y~,.s/
:090 JS HIGHWAY 70, SWANNANOA, NC 28778 PHONE. X828) 296-6500
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RIVERf+10RPH STREAM CHANNEL CLA~$.iFICATION
giver Name: ~. Turkey creet~
Reach Name: !~ia4dy Fdrm ~-- Tf~is is nQt a Reference Reach
Drainage Area: 10 sq r~i
State: North caralina
county: suncombe
Latitude: 35.67214
Longitude: &2.7128
survey gate: 05~16/a6
classification aata
valley Type:
valley 51c~pe:
NUrnber of channals:
lvidth:
~~ean ae~th:
Flaad-Prone width:
channel ~~atet~ials ~~~1:
water SurfacQ slap:
sinuQSity:
Discharge:
velQCity:
Cross s~ct~enal ,area:
Et~t r~nc~,m~ nt Ratio
width to Qepth ~ativ:
R~~~pn ~tr`earn Classificatiar~:
STREAMBANK STABILIZATION PROJECT
SOUTH TURKEY CREEK -WOODY FARM
BUNCOMBE COUNTY, NORTH CAROLINA
REVISIONS
DES~PIOtipN
Type vizl
~.Og~5 ftlft
Sin le
3~.~ ffi
2.56 ft
387.4 ft
31 rnrn
a.~fl6~ ft/ft
1:.1
368.11 cfs
4.15 fps
88.7 ~q ft
x.23
12.52
C 4~1
~~~" caRO~,,~
~, y ~ 2ts~5 rr-~~~
t 1 ~ `~cir~ ~~a~
~~u~ It11 ~~a
~~ z ~~
PROJECT z: N YgODY SCALE: NOT TO SCALE
DRAWN BY: J.YOUNG DATE. JUNE 26, 2006
CMECNED BY' DATE'.
SHEET NO. 5 OF fi FILENAME'. STREAh1_(
r

ALL SLOPES GREATER THAN 2:1 SHALL BE SEEDED WITH HYDROSEEDING EQUIPMENT. STEEP
APART ACROSS THVE SLOPEI IN WHICH THE S ED CAN LODGE AND GERMINATE. AND 6-12 INCHES
PLANTING MIXTURE
Tall Fescue: 40.60 pounds t acre
Annual Rye: 25.30 pounds 1 acre
LIME AND FERTILIZETi"
Lime: 2,ODD pounds 1 acre of finely ground, dolomitic limestone
Fertilizer: 400 pounds /acre of 1 D-10-10 or equivalent
"These;ates also apply when hydroseeding
MULCHING
blank i~(Norlh American Green SC-1508 or equivalent) Blankets shall Ibe nchored in laccordance w~ntrol
manufacturefs specifications.
Flatter surfaces may be mulched with dry, unchopped, unweathered small grain straw or hay tree 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°k of the ground surface is visible.
SLOPE INSTALLATION
NORTH
AMERICAN
_ GREEN
1. PREPARE SOIL BEFORE WSTALLWG BLANKE75, NICLUDING ANL' NECESSATY APPl1CAllON OF UME, I'ERIILIZER, AND SEED.
N01E WHEN l1SkMi CELL-O-SEED DO NOT SEED PREPARED AREA CELLO-SEED MUST BE (INSTALED WIiH PAPER SIDE DOWN.
2 BEGIN AT Tl~ TOP OF THE( SLOPE BY ANCHORWG THE BLANKET W A A' (15 _]E ~~ OftTHE)TRENCH. ANCHOR THE
BLANKET ~KIWT~fOF (70an._,Z~ ~KAppRpY 1~2' (~]Oem?) APARTI.OPW THE 80110Y OF THE TRENCH.
POR110N OF BLANKET BACK OVER SEED AND CON ~ SOIL 5®URE BLANKET OVER COMPACTED SOIL NWItH ArRWI OF )
STAPLES/RAKES SPACED AppRp7OW10.Y 12' (~mJ ~~ ADROSS DiE WIDTH OF THE BLAIp(Er.
3. ROLL 1HE BWN(EfS (A.) DOWN OR (B.) HORIZONTALLY ACRD ~ ~~' BLANKETS WILL UNR011 WRH APPROPRNIE SIDE
ADAINST 1HE SD4. SURFACE ALL BLANKETS MUST BE SECURELY FASTENED TO 504. SURFACE B1 PLACING S1yAPlES/STA1rE5
IN APPROPRIATE LOCATK)NS AS SHOWN W THE STAPLE PATTERN GUIDE WHEN 1HE ApPROPRlA~STAPLE PPAi1QW~~~
SHOULD BE PLACED 1HROI~H EACH OF 1HE COLORm OO1S CORRESPONDING
4. 1HE EDGES OF PARALLEL BLANKETS M115T BE STAPLED WITH ApPR07UANTELY 2'-51HE OVENViPPING BLANKET (BLANKET BEWG
INSTALLED Olt TOP) EVEN WIIFL TF~ PCOLORED SEAMNSIITCFTON THE P EYIOUS~ INSTALLED BIMIKEf.
5. CONSECUTNE BLANKETS SPLICED DOWW THE SLOPE MUST BE PAPPLAC~mI~ OV~ (7Oem~APMTf ~ S EfnIRE APPRO%IIMTE
,' (7.Sem) OVERLAP. STAPLE THROUGH avERLArPED AREA,
BLANKET WIDTH. ,
SIN LOOSE SOIL CONDfIl01S, THE USE OF STAPLE OR SP1fE LENGTHS GREATER 1}VW 8' (i5cm) MAY BE NECESSARY TO
PROPERLY SECURE 1HE BLANKETS.
14649 HIGHWAY 41 NORTH, EVANSY 'LE~ ~ 2040
USA 1-800-772-~~g~M
~~:~':°,,~ STATE OF NORTH CAROLINA
e DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
G ~I.ISIONOFSOILANDWATERCONSERVATION
~1n.~ .
ASHEVILLE REGIONAL DFFICE
"~"'~ PHDNE tP781296A500
2090115 HIGhANAY ]L, 5`AfWNNaOA, NC 28778
STREAMBANK STABILIZATION PROJECT
EROSION CONTROL -VEGETATION DETAILS
BUNCOMBE COUNTY, NORTH CAROLINA
MATERIAL SPECIFICATION
Erosion control blanket shall be amachine-produced 100 biodegradable mat with an
agricultural straw fiber matrix. The blanket shall be of consistent thickness with
the straw evenly distributed over the enOre area of the maL The blanket shall be
covered on the top and bottom sides with 100% biodegradable woven natural fiber neDing.
The netting shall consist of machine directional strands formed from two intertwined
yarns with cross directional strands inlenxoven through the twisted machine strands
(commonly referted to as a Leno weave) to form an approximate 0.50 inch x 1.00 inch
(1,27 x 2.54 cm) mesh. The blanket shall be sewn on 1.50 inch (3.81 cm) centers
(50 stitches per roll width) with biodegradable thread. The blanket shall be manufactured
with a colored line or thread stitched along bath outer edges (approximately 2-5 inches
[5-12.5 cm] from the edge) to ensure proper material ovedapping.
The straw erosion control blanket shall be 5150 BN as manufactured by North American
Green, or equivalent. The blanket shall have the following properties:
Material Content
MaMx 100% Straw Fiber (0,50 Ibslyd2) (0.27 kglm2)
Netting Both sides, Leno woven 100°/a biodegradable organic jute fiber
(5.30 Ibs11,000 ft2 [4.50 kgI100 m2] approximate weight)
Thread Biodegradable
Physical Specifications (per roll)
Width 6.67 ft
Length 108.00 ft
Weight 53.50 Ibs
Area BO.OD yd2
Stitch Spacing 1.50 inches
~H CARO~~r~~
~~f~ 2'Y
1 21
HR -
L
REVISIONS
i ~~'flrv"~l~ 21 Za~~7
PROJECT%. N WOODY
DRAWN BY'. J. YDUNG
CHECKED BY'.
SHEET NO. 6 OF 6
SCALE. NOT TO SCALE
~-----
DATE. JUNE 26,2006
----~-
DATe.
_~---
i
FILENAME VEGETATI