HomeMy WebLinkAbout20071161 Ver 1_401 Application_20070707. .
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Office Use Only: Form Version March OS
07-1161
USACE Action ID No. DWQ No.
(Tfanv nartir„lar:ro...:....,..,.__t:__t_t_ ._ .t_~_
~- - ~ r--------- . .......... .......r~,...,u..,~ ~., «~t~ ~i~~cut, Nicasc Cher i~o> Hppllcabie" or "1viA".)
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
[/'"-101 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. 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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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:
~- ~ ° ~ ^ ~- t -~,
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II. Applicant Information ; <, °--•~ ' ••' ~ `° '
~: ~'-J
1. Owner/Applicant Information ~ ~' ~ ~ `~ ~~ ~
Name: : N„-f}- ,
~Cyi ~ .,
Mailing Address: x/7.35 l~t~r~flhl~ rn~~rV~rv Ra. '~' gar.,;; ° ~;, ,, . ,~•
Telephone Number:~Q~ ~) A5'R - L. ~o ~ 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: Snrv.,lr~ 2.. ,1
Company Affiliation: (~r,-J~ ~nlinl~-tr nll ~ ~~ pNS~N ~,' ~j~
Mailing Address:_ P Q. Anr _ 3L,
......t,,.~,,,., ~ . u.,.~~, .
E-mail Address: 5a
Page 5 of ]2
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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 arrow. 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 informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: N(: (~u{{- S'~r nrrt ~n ~ k ~{- ~,~ ~~ zn~-1 n n
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): ~ 7[, - ~' ~
4. Location
County: f'~)K Nearest Town: TtV d N
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc_):__From o~t_m ~_ ~n~
., ~ ., , _ 1 ~ .. -
Appraxily 1 mile dN ri9h3. - - "
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists. the coordinates for each crososing of a distin~ t waterbody~ ~ ~
Decimal Degrees (6 digits minimum): 3~' // s3. /6 °N _8.2 09 S~. 36 °W
6. Property size (acres): ~.3. /9
7. Name of nearest receiving body of water: ~it~t~~~e ~'re~~~
8. River Basin: ~roar~
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and
at the time of this application: ~d~~ ~' ri'yrr~
i rv~o fhe ri vcr
land use in the vicinity of the project
SR)5G~
/~
Page6of12
10. Describe the overall project in detail, including the type of equipment to be used: R;ycr~a.~
~ ~
- ' ~G ri vrr.
11. Explain the purpose of the proposed work: T r~ d i rzcT r re ~ i e N y /p i~ ~; iau -l~rn~n
~_ ~~rram b~K.
IV. Prior Project History
V.
VI.
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. Nen a ~er -~ j g prp j CC~•
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 from the current application.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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 for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
_,~n 1 1 I ~~ ~ , 1
Page 7 of 12
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and fl~~din¢. N/~l
Wetland Im act
P
Site Number
(indicate on map)
Type of Impact
Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no
( Distance to
Nearest
Stream
(linear feet Area of
Impact
(acres)
Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:~~~j
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage. multinly length X width then rl;v;rla h~, az sin
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact Perennial or
~
Intermittent. Average
Stream Width
Before Im act Impact
Length
linear feet Area of
Impact
acres
8C S' n
r
- S
r I i
~ ~ . ~.~
Cr Per / ~ , p2
Total Stream Impact (by length and acreage) p ~ 08 2-
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dred~in~, flooding. drainage. bulkheads_ etc.
Open Water Impact
Site Number
(indicate on ma)
Name of Waterbody
(if applicable)
T e of Im act
yp P Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
acres
Total Open Water Impact (acres)
Page8of12
6. List the cumulative im act to all Waters of the U.S. resultin from the ro'ect-
Stream Impact (acres): Z
Wetland Im act (acres):
O en Water Im act (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): ~~
Isolated Waters
Do any isolated waters exist on the property? ^ Yes ^ No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. 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.):
Current land use in the vicinity of the pond:
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 reduce impacts. ~n,rjnmeN¢ Cfirecl~ he_~ rill
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, 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 will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable 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 NCEEP 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.
1. 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.
N/A
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
(919) 715-0476 to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): /1~ ~/~
Amount of buffer mitigation requested (square feet):. /1~ / R
Amount of Riparian wetland mitigation requested (acres): /~ / }~
Amount of Non-riparian wetland mitigation requested (acres):TN //1
Amount of Coastal wetland mitigation requested (acres): nJ ~ p
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of pub 'c (federal/state/local) funds or the use of
public (federal/state) land? Yes ~ No ^
2. 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 (919) 733-5083 to review current thresholds for environmental documentation.
C ~~~ ~~Sse L°e~,r,~,6~~~~Y~^6~h N/IGS G~u/Cr~-,~.,,,~e ~;oQ~s~
3. 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 Impacts 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
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buff r Requirements), or other (please
identify )? Yes ^ No ~]
2. If "yes", 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.
Im act
Zone* ~~~,~ap faAr~ Multiplier Required
3 (2 for Catawba)
1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
Page 11 of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. l1~AN/'
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
w__a/Istewater generated from the proposed project, or available capacity of the subject facility.
/1nNIr
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 anafter-the-fact permit application? Yes ^ No [ /~
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
htta://h2o.enr.state nc us/ncwetlands. If no, please provide a short narrative description:
XV. 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).
NISI
Page 12 of 12
~,ygenrs signature is valid only if an authorization letter from the applicant is provided.)
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1 ' ' Streambank Stabilization 55
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�" R 7
STREAM STABILIZATION PROJECT - MCNUTT FARM
PREPARED ~Y
NORTH CAROLINA ®EPARTII~ENT OF E ~IRONE T AND NATO AL OCE
DI'~I 10~ OF SOIL AND WATE NRVATIO,.
IN C®OPERATIC~ WITI~
L ILA D WATER CONEI/AION ITRICT
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SCALE: NO SCALE
REED l~CNU~°
NAN6E ~3F LANDCW~ER
P~~ COUNTS', N~~ AROl~lN.A
COU~@TY, STATE
CONTENTS:
1. Title Sheet and Location I~ap
~. Site Map
3. Channel Stabilization Plan
4~. Stream Channel Classification (Pre-constr~ction~
~. Stream Channel Cross-Section
~. Rock °~ane Details
~. '~egeta¢ion and ~fulch6n~ Re~~irer:~ents
~~0~l~CT ~:~~~DIN~,-~ ~~
~s 35° ~ ~' ~~.1~~0
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APPR~31fED RY:
AS DI~ILT CERTI~'lED Y:
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SEAL ® DATE:
7
~ .. DATE:
Fy~~
100
~^`~° STATE 4F NORTH CAROLIi'>fA
~~ DEPARTMENT OF ENVIRONMcNT APIC NATURAL RESOURCES
j DIVISION OF SOILANC WATER CONSERVATION
~~o~, ASHEVILLE REGIONAL OFFICE
2W4 US HIGHtNAY 70,SWANNANOA,NC 28778 PHONE'1828j 29fi<509
STREAMBANK STABILI?ATIOI~1 PROJECT
SITE MA =' - M~~JTT EAR~JI
POLK COUNTY, NORTH CAROLINA
REVISIONS PRCJECT# MCNUTT SCALE'
iINCH=100 FEET
'
N0. Ev DFiE DESCRIPTION . ~
i ,
oRr
vrNeY ~
vourlc
oarE: Mavza
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2 ,
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a
SHEET NO. 2 OF 7 FILENAME. SITEMAP.ONiG `~
100
SCALE: 1 " =100'
ROCK J-H00
VANR~
°~~° STATE OF NORTH CAROLINA
y . ~ DEPARTMENiOFENVIRONMENTANDNATURALRESOURCES
,~ DIVISION OF SOIL AND WATER CONSERVATION
0~,,,,~s~ ASHEVILLEREGIONALOFFICE
2090 US HIGHWAY 70,SWANNMlOA, NC 29118 PHONE', (828)298-0500
~- REVISIONS RRC,IECT# MCNUTi
STREAN~SANK STASl~.E~ATION PROJECT ~° 9r °„E °`5`A'~a~
~ oRAWrlav ~.YOUNc
CHANNEL STASiLEZAT~ON PLAN ~ CHECKEDaY.
POLK COUNTY, NORTH CAROLINA °
5 SHEET NO 7 OF 7
DATE: MAY 27, 2007
DATE:
FILENAME RESTORE.DVJG
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STATE OF NORTH CAROLINA `t RFV1510~'~ ~~ ~~_~
aBG;TF'~ ~ ~4SC~.lZATl0N P ~ PROJECTA. MCNUTT SCALE' NCT TO SCAIC'
°" 3 STI~EANiEA~~C S~, R~; ~EGT ,~o ~ ~.~ ~ES~g~~o~
~ ~ ~ DEPARTMENT OF ENVIRONMENT ANDNATUP,ALRESOURCES I
Ik 0RAWN 9Y: J.YCUNG DATE MAY 21, 2007
DIVISION OF SOIL AND WATER CONSERVATION C' r
~ ~ STE~cEA~v~ CHA~~NEL CLAvSlrI~A.Tl~~-~~G~~l ITT SITE 2
ASHEVILLE REGIONAL OFr"iCE ~ ~ ~ B ~, CHECKED BY: DATE:
.9~~, 1 I -
2090 p5MIGHWA'f 7Q SWANNA;JCA. NC 2677P PHGNE. (628)296-0500 FC'LK COUNTY, NORTH CAP.OLNA F-SHEET NO. 1 OFT i FILENAME. STREAM_i
5 I
RESTORED CHANNEL CLASSIFICATION DATA
BANKFULL WIDTH (~Vbkt): 20 FEET
MEAN DEPTH (dbkf;: 1.93 FEET
BANKFULL CROSS-SECITON AREA (Abk~: 33 SQUARE FEET I
WIDTH 1 DEPTH RATfO (Wbkf / dbkfl: 10 a I
MAXIMUM DEPTH (Dmax): 2.4 FEET ~I~
FLOOD-PRONE WIDTH (~Nfpa): 29 FEET I
ENTRENCHMENT RAT10 (cR): 1.4
CHANNEL MATERIALS (D50): 8.66 mm
WATER SURFACE SLOPE (S): 0.004 FEET/FEET
CHANNEL SINUOSITY (k): 1.1
STREAM TYPE (POST-CONSTRUCTi®N): B4c
~Vf~a = 29 FEET
Wbkf = 20'
1 FEET
BANKFULL STAGE _ $60.0 FEET
i
3
3' (ivIIN)-~-{
RIPARIAN 2
REi~OVE SOIL TO CREATE BANKFULL BENCH
VOLUME OF EXCAVATED SOIL = 930 CUBIC YARDS
EROSION CONTROL BLANKET
APPROXIMATELY 1300 SY REQUIRED
(SEE SHEET 7 OF 7 FOR DETAILS)
~A'~`"~~ STATE OF NORTH CAROLINA
~'
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF SOIL AND WATER CCNSERL'ATICN
~
~
I STREAMBA~fK STAB{LlZAT{ON Pi~OJECT
(vTREAi~ CHAI~NE~, CROSS-SECT{O~ @ STA 7¢70
~~
~
3
sr
~°~E REVISIONS
o`S`A„'~o" PROJECT%r MCNUTT
DRAWN 9Y: J. YOUNG
CHECKED BY: SCALe. 11NCH=3FEET
GATE: MAY 27, 2007
OA7E:
;
ASHEVILLEREGIONALCFFlCE
@y~.d` 2090 US HIGMNAY 70,SWANNANOA, NC 28778 PHONE. (828)2964500
POLK COUNTY, NORTH CAROLINA
5
SHEETNC. 5 OF 7
FILENAME. XSECTION-N1G
LIVE STAKES (3' X 3' SPACING}
RIPARIAN TREES OR SHRUBS
(SEE SHEET 7 OF 7 FOR DETAILS}
FIELD EL = 864.4 FEET
/ i ~
`'I
W W ~
", W
~W `'I 20 Degrees
`I'
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W 1 ,
W W
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W
Footer Ro
c
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Y
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'
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APPROXIMATELY 30 TONS ~ y
OF 13" STONE REQUIRED ~, .~
ROCK
PER J-HOOK ROCK VANE S!II
PLAN VIEW
Top of Bank (Bankfull)
~ ~ ~ ~ ~
y W y W W W y
Flow _ ~.- W -,.- W -~-~.~ 8° ° .-!J '` '
W y W 4 W Y ~~/, r~ y ~}i`
.' !" 1 1
(J
Tha!weg __~
Nonwoven
Geotextile PROF{LE VIEW
1/2 Bankfull
Water
~~ Surface
W W
y y y W W
Excavated
Scour
Pcol
~d ~~°~ STATE OF NORTH CAROLINA
In DEPARTMENT OFENVIRONMEMANDNATL'RALRESGURCES
DIVISION OF SOIL AND WATER CONSERVATION
~+ti
~,yti~~ ASHEVIILE REGIONAL OFFlCE
I y ~ STONE.
W
~ ~'.~ I ~ +r3 W I vi BROKEN CONCRETE FROM DEMOLISHED STRUCTURES OR
PAVEMENT MA'(NOT BE USED.
WHILE NO SPECIFIC GRADATION IS RECUIRED, VARIOUS SIZES OF
Rock `~ W~ !? C W ~ `~ `L STONE SHALL BE DISTRIBUTED BEYOND THE P,EQUIRED MINIMUM
30' Sill y W } :, ~ I SIZE. COMPLETED VANE SHALL BE FREE CF VOIDS LARGER THAN 6
`L INCHES IN DIA.h1ETER USE OF CLASS A RIP RAP NIAY BE
~ ~~ 20 Degrees NE~~ESSARY TO FILL VOID SPACES.
ll `I' `~,
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W
Footer ~ 'y ~ ~
~, ~, y ~ W ~, Rock
Excavated .~ r W 5iil
Scour ~, W ly ~,
Pool WI W
W -~ ' y ~
PLAN VIEW
Top cf Bank (Bankfull) ii2 Bankfull
Water
y v' ~' `~' ~ ~ ~, Surface
y y W W W W °
Flames-Y- W . .I.--.W °
L W y W W W / J ~y Y '~
~. r '/ W y W W
--~- - - J>'r r~ W
Thalweg Excavated
Sccur
Nonwoven Pool
Geotextile PRO~~LE VICrW
STREAM STA~iLI~ATION PROJECT - MC"BUTT SITE
ROC~VAN'~S -DETAIL SHEET
FOLK COUNTY, NORTH CAROLINA
REVISIONS ~ PROJECT#. MCNUTT SCALE'. NOT "O SCALE
~E=~A~T,a~
ORAAN BY. J. YOIiNG DATE. MAY 23,1007
CHECKED BY. CA'E'
SHEET NO. 6 OF 7 FILENAME VAUE_DE?
ALL SLOPES GREATER THAN 2:1 SHALL BE SEEDED WITH HYDROSEEDING EQUIPMENT. STEEP
SLOPES SHALL HAVE SCARIFIED SURFACES VV1TH TRENCHES 1-21NCHES DEEP AND E121NCHES
APART ACROSS THE SLOPE IN WHICH THE SEED CAN LODGE AND GERMINATE.
PLANTING MIXTURE
Tall Fescue: 40-60 pounds /acre
Annual Rye: 25-30 poundslacre
LIMEANC FERTILIZER"
Lime: 2,000 pounds /acre of finely ground, dolomitic limestone
Fertllizec 400 pounds I acre of 1D-10-10 or equivalent
"These rates also apply when hydroseeding
MULCHING
Ail slopes greater than 2:1 OR below top of bank (stream channels) shall be mulched with an erosion control
blanket (North American Green SC-1508 or equivalent). Blankets shall be anchored in accordance with
manufacturer's specifications.
Flatter 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 se that 25°/D of the ground surface is visible.
RECOMMENDED NATIVE PLANT SPECIES FOR RIPARIAN AREA
TREES
Yellow Buckeye
Cherry Birch
River Birch
Bittemut Hickory
Shagbark Hickory
Persimmon
Green Ash
Silverbell
Blackgum
Sycamcre
Black Cheny
Black Willow
White Basswood
SMALLTREESISHRUBS
Tag Alder
Serviceberry
Red Chokeberry
Common Pawpaw
Sweet-shrub
Ironwocii
Alternate Leaf Doywcod
Silky Dogwcod
Hazel-nut
Witch-hazel
Winter Berry
Doghobble
Spicebush
Male-berry
Umbrella Tree
Ninebark
Wild Azalea
Swamp Azalea
Swamp Rose
Silky Willow
Meadowsweet
Sweet Leaf
Wthe-rod
Yellow-root
ALL SMALL TREES I SHRUBS SHALL BE PLANTED AT SPACING OF 3' X 3'. THE ENTIRE AREA FROM BANKFULL STAGE
TO TOP OF STREAM HANK (RIPARIAN ZONE WIDTH) SHALL BE ESTABLISHED WITH WOODY VEGETATION. CONSULT
WITH POLK SOIL AND WATER CONSERVATION DISTRICT PERSONNEL FOR ADDITIONAL GUIDANCE.
SLOPE INSTALLATION
NORTH
AMERICAN
GREEN
1. PREPME SOIL DEFORE INSTAWNG BIANKEfS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERIIDZER, AND SEED,
NOTE: WHEN USIHC CELL-0-SEED DO NDT SAD PREPARED AREA. CELL-O-SEED M115T BE klSTAliEO WITH PMER SIDE DOWN.
2. BEGIN AT THE TOP OF iNE SLOPE BY ANCHOPoNG THE BLWKEt IN A 8' (15em) DEEP X 8" ISem) WIDE TRENCH
WRH APPROIGMATELY 12" (OOcrn) OF BLANKET E70'ENOED 9(1'OND THE UP-SLOPE PORTION Of TFIE TRENCH. ANCHOR THE
BLANKf:7 WfTH A ROW OF $fAPI£S/SfAXES APPROXIMATELY 12" (30cm)) APART IN THE BOTTON Of THE TRENCH.
BACKFlLL AND COMPACT THE TRENCH AFTER STMLING. APPLY SEED lb COMPACTED SOIL AND FOLD REMNNMC 12" (30cm)
PORITON OF BIAAlKET BACK OJER SEED AND COMPACTED SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
S?APLES/STNCES SPACED APPROXIMATELY 12" (30om) APART ACROSS 1HE WIDTH OF THE BLANKET.
O. ROLL THE BIANIRiS (A) DOWN OR (B.) FIORIZONTNIY ACROSS THE SLOPE. BLNVHEfS WILL UNROLL N1i}i AFPROFRUTE SIDE
AGNNST THE SOIL SURFACE ALL &ANKEIS MUST BE SECURELY FASTENED TO SCIL SURFACE <A' PLACING STAPLES/STAI(ES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE WHEN USING DPTIDNN. DOT S151EA1 `, STAPLES/STM(ES
SHOULD BE PLACED THROl9GH EACH OF THE COLORED DOTS CORRESPONDING i0 THE APPROPRIATE STApIf. PATTERN.
4. THE EDGES OF PARALLEL BLWKETS MUST BE STAPLED WIT}i APPROXIMATELY 2°-5' Som-72.Scm) OvERLAP DEPENDING
ON BLANKET TYPE. TO ENSURE PROPER SEAk ALIGNMENT, PLACE THE EDGE OF THE 04ERLMPING Po.AIIKET (BLANKET BEING
INSTNIED ON TOPj EVEN WITH THE COLORED SEAN STfTCH~CN THE PREVIOUSLY INSTALLp BWIKEr.
5. CONSECUTIVE BUNKETS SPLICED DOWN THE SLOPE MUST BE PIACf:T) END OVE2 ENC (SHINGLE 5TYLE) WfIH M APPROXIMATE
3° (7.5cm) OVERI,:P. STAPLE THROUGH OVERt.WPED AREA, APPROXIMATELY 12° (70cm} APART ACROSS ENTIRE
BLANKET WIDTH.
NOTE:
MN LOOSE SOIL CONDfRONS, THE t1SE OF SUPLE OR STAKE LENGTHS GREATER THA71 8' (15cm) MAY 8E NECESSARY TO
PROPERLY SECURE THE BI,WNETS.
14649 HIGHWAY 41 NORTH, EVANSVILLE, RlOIANA 47725
USA 1-800-772-2040 CANADA 1-BOO-448-2040
rww.nogreen.com
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 130G.
MATERIAL SPECIFICATION
Eresicn control blanket shall be amachine-produced 100% biodegradable mat with an
agricultural straw fber matrix. The blanket shall "oe of conslsienf thickness with
the straw evenly distributed over the entire area of the mat. The blanket shall be
covered on the top and bottom sides with 1DD°/D biodegradable woven natural fber netting.
The netting shall consist of machine directional sVands formed from two intertwined
yams with cross directional strands interwoven through the twisted machine strands
(commonly referred to as a Leno weave) to form an approximate D,5D 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 wlored line or thread stitched along both outer edges (approximately 2-5 inches
[5-12.5 cm] from the edge) to ensure proper material overlapping.
The straw eroson ccntrol blanket shall be 5150 BN as manufactured by North American
Green, or equivalent. The blanket shall have the following properties,
Material Content
Matrix 100%Sfraw Fiber(0.50lbstyd2) (D 27 kglm2)
Netting Both sides, Leno woven 100% biodegradable organic jute fber
(9.301hs11,DD0 `l2 [4.50 kg1100 m2] approximate weight)
Thread Biodegradable
Physical Specifications (per roll)
Nddth 6.67 ft
Length 108.D0 ft
Weight 53.501bs
Area 80.00 yd2
Stltch Spacing 1.50 inches
L
~~~~d7
(Bari-12.irm)
~d:='~° STATE OF NORTH CAROLINA STREAMBANK STABILIZATION PROJECT
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DI~ISIGNGFSGILANDWATERGDNSERyATION EROSfON CONTROL. -VEGETATION ~ETAI~.S
""i ."~,, ASHEVILLE REGIONAL OFFICE
POLK COUNTY, NGRTH CAROLINA
2090 US HIGHWAY 70, SWANNANOA. NC 26776 PHONE'. (926) 296-4500
REVISIONS
P(70JECT R' MCNIITT
SCALE'
NOi TO SCALE
xo. Br DRiE DESCxirnax .
I ORAwN BY: J
YOUNG GATE: MAY2a
20UJ
2 . ,
3 CHECKED 9Y: UATE'.
a
6 SHEET NO. 1 OF 7 FILENAME'. VEGETATION.