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WEST VIRGINIA C Y09 SECTION 319 N S P · W 20 NP CO Oc The imp Sect qua WVC citiz sou proj The Con Ros Plan Cree WV WVC buff 120 eigh man 248 #’s N tech EST V 09 ST S CA NST tobe

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Y09 

October

WSE

 

r 1 – Sept

WEST VIECTION

tember 30

IRGINIA

 319 N

0, 2009 | 

A CONSENONPOI

www.wv

ERVATIO

NT SOU

vca.us/wv

ON AGEURCE PR

9

vwrc/

ENCY  

ROGRAM

/30/2009

 

 

W20NPCOOc

TheimpSectqua

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WVCbuff120eighman248#’s Ntech

WEST V009 STPS CAONSTctobe

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West Virgplementatiotion 319 N

ality impro

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ssists in im Plans, Aptumn Olive provides cSouth Braon.

rvation Spgh CREP of karst withural conse plans for P managedanaged on d education

INIA CWIDEORY OTION 008 – All; admin

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servation AWest VirgiSource Prorojects.

Specialistsollution isead for Pro.

mplementinppalachiane Programcoordinatinch increm

pecialists (Con nineteeh estimateervation pl3,401 acre

d, 97,133 # over 1839nal outrea

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ERVAS PROGRICU

tembe planning ae and cons

VCA) is thulture and d for coord

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ng with NRprotecting ont load redwritten onviewed or

managed oTwenty-twort.

ATIONGRAM

ULTUR

er 30and projec

struction

he primary Construcdinating an

nteer waterstakeholdeing of com

grams: Stae Planningn Contest r, Sleepy C

V Conserva

RCS and fover 70,46duction of n 6193.7 a written win 3,334 aco watershe

N AGEM RE AN

, 2009ct developm

y entity resction compnd implem

rshed assoers, partne

mmunity st

ate Lime Pg Committ CommitteCreek, Secation Farm

farmers as68 linear ff 56,266.5 acres and 3ith 20,681cres. Appred associa

ENCY 

ND 

9 ment for

sponsible fponents of menting wa

ociations, eers and futakeholder

Program, Ctee, WV Muee and Gracond Creek

m Award Pr

ssisted witfeet of stre tons/year35 nutrien1 #’s N maroximatelyations were

for the the ater

educate unding rs to place

CREP, ultiflora

azing k and Mill rogram,

h riparianam bank, r. Thirty-nt anaged, y 68,208 e provided

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In construction assistance the WVCA reviewed 18 sediment and erosion control plans for construction sites less than one acre with an estimated 109.58 tons of soil saved and provided technical stormwater management assistance to 37 construction projects providing recommendations for BMPs to alleviate problem areas.

The WVCA held 57 nonpoint source educational programs attended by 4,268 students, 252 members of the general public and 957 producers, agency personnel and watershed association members. Fourteen agricultural field days were held with 1,393 attendees. Other outreach activities included sediment and erosion control training for 60 people, leading the WVSOS monitoring on 36 stations, and instructing a watershed management class at the WV Conservation Camp for 120 students.

 

The WVCA Watershed Resource Center (WRC) provides support for the WV Watershed Network and maintains the WVWN website. The staff also provides planning and outreach coordination to the WVWN. This year WV hosted the EPA Region 3 Water Conference. The WRC provided planning support, coordination and logistical support for the conference. The WRC hosted a Sediment and Erosion Control workshop at the 2009 Contractors EXPO with approximately 75 attendees and displayed / provided technical advice to nearly 6000 attendees. Over 1000 tree seedlings & protective covers, reusable grocery bags, “Losing Ground” post cards, Water Conservation Ideas books were distributed along with WV Conservation District / Conservation Specialist contact information for technical advice and available programs.

 

The WRC has also actively participated in educating the public through expositions and area youth through conservation education field days. A total of 105 students plus teachers were educated on nonpoint source pollution problems and solutions and composting in the backyard. Students enjoyed learning through interactive activities while exploring the Enviroscape model and building their own “worm farms” to begin composting with worms in their backyards. Instructions were given on how to compost at home and recipes for composting in a bag. Approximately 1500 rain chain, rain barrel, rain garden, and Water Conservation Ideas publications were distributed at the Lawn & Garden Expo and the Kanawha Valley Sustainability Fair. Recyclable grocery bags along with facts on their effect on the environment were promoted and 1000 were distributed along with tree seedlings.

PARTNERSHIPS Much of this work involves cooperation with a variety of other state, federal and local agencies as well as private sector citizens, and businesses. This cooperative approach provides benefits such as various funding sources for projects, technical expertise and citizen input helping our agency realize and target specific problems in specific areas. This

 

appcon

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proach is acerns.

tream

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“I hate having cold, wet feet” I think to myself as the water laps up and over the tops of my waterproof hikers, numbing my feet beyond feeling. Oh well, it’s for a good cause, I tell myself. I slowly climb back up the bank with a capped plastic container and make my way back to the school. The water sample will be used in the classroom of a local teacher interested in not only teaching her students about water quality but also giving them “hands on” experience with gathering data. Usually water sampling takes place during the warmer months of the year when officials are concerned with water contact during recreational sports like swimming, fishing and boating etc. However, this class of 5th graders was interested in seeing how the temperature of the stream changed throughout the year and if it affected other parameters within the stream. Therefore, the sample was gathered in mid-December, a week before Christmas break. Usually the majority of the students are lined up along the banks of the stream while a select few help grab water samples. However, this day was just too windy and cold for the students to be outside, therefore the stream had to be taken to them. The scenario of students monitoring streams is exhilarating to me. In my humble opinion, there is no better classroom setting than a stream. Monitoring streams gives educators the opportunity to present an immeasurable variety of educational experiences to their students. Math and science skills are honed when students are asked to calculate flow rates, average temperature readings and measure a variety of parameters including: pH, dissolved oxygen and turbidity to name just a few. Students then make inferences or predictions after the data is analyzed and summarize their findings by writing reports. Many times the reports lead to in class discussions about what the data suggests and what can be done within the watershed to mitigate the impacts on the stream. This type of activity promotes problem solving and critical thinking skills. During the process they start to formulate the concept of how interrelated the landscape is. In laymen’s terms they see “the big picture”.

I can’t claim or quote any statistical data that suggests an increase in test scores or a bump in the number of students suddenly interested in science. The bottom line is that the students get excited about the processes involved with gathering and discussing data. I can’t imagine anything other than a positive influence on the skills involved with similar-style projects. Additionally, these projects go beyond benefiting the academic endeavors of teachers and their students by promoting a sense of community involvement for young people. It allows them to see that they are part of a larger whole and that the decisions they make can and often do affect others.

Teachers who are interested in taking on such a project may shy away from the process as it can require a large investment of time and or money; two things that aren’t exactly abundant for most of us. However, teachers who are interested and have access to a local stream may be interested to know that there are a variety of opportunities available to them. Conservation districts, watershed associations, and a number of state agencies support a variety of similar activities. Teachers can start their search with a phone call to their local conservation district office or by visiting the website www.wvca.us .

 

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agreed thd funding wrst of the Cstruction

nstructiond the proje new streaterials andh cereal ryonstruct thiculties an

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THIS WAS ONCE

the goal onmental Pry invited aof Highwayalley Institu

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E UPON A TIME

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t them withion of the

pport of thuickly andructed to dwas stabilind mulcheided that, as one tha

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ghly erodedde impass

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E A STREAM 

restorations AGO granresentativ

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he Tygartsd was compdivert the ized with aed. Part of due to the

at could no

bove the sirm was conwhich was d stream bable, elimi

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n the groum through WV DepartmAgency as formulate

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n District 4 days. ing nativeeeded as to cess

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oached UStance, butd Mr. Funthat time Environm based pla

n the 319 PEPA and f

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ompleted axcavating,sisted of coseveral bra

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mental Protan. The woProject Profunding w

as the erost of streamand constr worked wonstructinaded areas

m bank.

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h USDA-NREP. This wistance for ensure thironmentaers in the ect propos

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the Lost Ris erosion asing natura

for assistcial assisto the Moo

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he buffer aral Protectio developmsal.

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tance. At thtance. Therefield Wepecialist wacapon Insup made ite Lost Rived for the Fu

ring after uld be ero

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collaboratiign and fintrict spon

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hat time Ne local NRCest Virginiawas workinstitute, ant a goal to er 319 Prounkhouse

large rainfoded away.ed to begined Divisionch, designastructures

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n eastern n the fall on structur

NRCS was CS Districta Conservang with Wend local lan address toject Propoer site.

fall events. In the sun in Octobn inspectoating a strs, and slop

rtnering agstance. Theproject as

urrently wthe crop lath financia

h in the buWV Departtitute haved based pl

Hardy f 2008, res.

able to t ation est ndowners the severe osal

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gencies. e Potomac

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HerBB&cost

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ees were pltoration prepy Creek sion with rsion cause

e restoratimpleted Ochnology wach to a stat allows foreased str

uatic habitaen trees, sddle of the nk to redirehe channestruction tures on t

ttle Gtream

residents04 broughts watercouociation w

d educate t

rd, Chesapand Creek

lanted to rroject was had dug sresulting led deterior

ion projectctober 24thas employeable patterr proper seam bankat. The resoil, and gr creek andect the creel. The projof a streamhe opposit

Grave m Re

s along Littt on by Hu

urse came was formedthe public

peake Baykside Crea

repair dist completedseparate choss of largration of th

t begun Auh. Naturaled to retur

rn, profile, sediment trk erosion, astoration travel depod sloped theek's force oject also inm crossingte side of t

Creekstora

tle Grave Curricane Ivtogether to

d to determ on the iss

y Program mery prov

turbed ared. Over mahannels age trees anhe stream

ugust 4th l stream rern the stre and dimeransport, and enhanteam remosits from t

he eroded s toward thncluded thg for accesthe creek.

k II  ation

Creek werevan. As a ro form the

mine the prsues affect

10 

Forester. vided prepa

eas of the bany years,s it flowed

nd sections bank and

and was estoration eam ension

nced oved the stream

he middle he ss to

Proj

e greatly a

result the re Little Graroblems afting their w

Water for ared sand

buffer afte, during rad along Cres of the str

d impacted

ject

affected byresidents aave Creek ffecting thwatershed

the workewich lunc

er a $30,00ain events eek Road. ream bank

d Creek Ro

y the widesand busin Watershed

he stream, d. Soon aft

ers was givhes at a re

00 natural and high This causk. Continuoad.

spread flooness ownerd Associat find resoluter formati

ven by educed

l stream water,

sed bank ued

oding in rs along tion. The utions, ion of the

 

11 

Watershed Association, the group began working the West Virginia Department of Environmental Protection Basin Coordinator. While working with the WV DEP, it was determined that one of the main problems within the watershed was excessive stream bank erosion which was depositing large amounts of sediment in the water course. As a result, the Watershed Association worked with the WV DEP to develop a watershed based plan that would address a total of fourteen sites on the stream that were contributing the largest amounts of sediment to the watershed.

After completion of this plan, the LGCWA started working with the West Virginia Conservation Agency to secure the funding, permits, and designs necessary to restore these fourteen sites and reduce the amount of sediment entering their stream. The association worked with the WVCA to bid out and complete construction on the first ten sites of the plan over the summer of 2007. After the completion of these first ten sites, the watershed association immediately began to seek funding to complete the four remaining sites on their watershed based plan. Funding was secured and construction began on the remaining sites during the fall of 2008.

The first site to be restored under the second round of funding was the Huff /Peabody site. This site was on a sharp turn in the stream in which the water was cutting away at the outside of the turn and widening the creek at a rapid rate which was causing property damage, loss of yards, and considerable sediment loading to the stream. As a result, a design was drafted and implemented which used natural stream structures such as rock vanes and cross vanes to direct and steer the natural flow of water away from the outside bank and into the center of the channel thus reducing the amount of erosion and sediment entering the stream. By directing the flow of water to the center of the channel, it enables to the stream to keep sediment deposits cleaned out of the main channel and the stream flowing clear during high water events. After the natural structures were installed, the banks of the stream were sloped and re-vegetated with natural grasses and trees to help establish suitable ground cover on the banks to provide added protection during high water events.

After the completion of the Huff / Peabody site the crew then moved down stream to the Knight/Lawther/Hall site in which three land owners were losing considerable amounts of their backyards to erosion. This site was also contributing considerable amounts of sediment to the stream after each heavy rainfall or high water event. The site was between two sharp turns in the creek with the outer bank being a rock face. As a result of the sharp turns, the natural flow of the water was hitting the outside bank and bouncing across to the inside bank. This resulted in the erosion of the homeowner’s backyards. The home owners were losing between two to six feet of yard a year, contributing a substantial amount of sediment to the stream. As a result, a plan was designed that employed the use of log vanes to slow and direct the flow of water off the inside bank and back into the center of the channel. This was done to reduce the amount of erosion and to stabilize the banks along the inside of the channel. After the structures were installed the inside bank of the channel was reshaped and seeded with natural grasses and trees to provide additional protection against erosion. In addition, the outside bank of the stream channel was sloped and vegetated were it could be just upstream of the rock face.

 

Prestheiwithaimprob

Sl

ThefundSleewatoverthe diffesamprogMorseptKeaexpldephea

sently, their original h both the

med at restoblem since

leepy

FAILING

Sleepy Crds of $292epy Creek ershed. Onr half of th project teaerent syste

me time thegram has rgan Countic system

arneysville lain the prartment h

alth depart

e LGCWA iwatershed WVCA anoring addie the origin

y Cre

G SEPTIC S

reek Increm2,550.00 a 319 Increne of the t

his goal wiam with hems designe project tbeen very

nty Health ms for futur

District Inrocess of h

had in maktments to t

is workingd based plnd the WV itional sitenal plan w

eek In

YSTEM

mental Proand 40% omental Prteams’ goath 6 more

help from tned, compeam has p successfu Departmere grant pon-Service Mhow Sleepyking this ptake part i

g to securean. In add DEP to de

es that havwas written

ncrem

oject propf local andoject is to

als was to to be inst

the Morganpleted and paid $1,13ul and shoent has alrossibilitiesMeeting ony Creek go

program suin their loc

12 

e funding tdition, the evelop a seve either wn.

ment

INSTALLAT

osal’s budd state ma reduce threpair 25 talled by thn County H paid in th

37.50.00 fown a greaready starts. The projn October ot the funduch a succcal waters

to complet Watersheecond wat

worsened i

al Pr

TION OF AN

dget is $48atch of $19he fecal colseptic syshe end of OHealth De

he amountor septic syt need witted to deveject manag 30, 2009.ding and thcess. The gshed assoc

te the remad Associatershed ban conditio

roject

N ELJEN BE

87,586.00,95,036.00.liform loadtems; theyOctober 20partment t of $90,05ystem pum

thin the waelop a waiger has be. The role ohe importagoal is educiations.

aining twotion is also

ased plan ton or becom

t

ED

, which is . The goal ds within ty have com009. This has seen

55.00. Durmping. Thiatershed. Titing list foeen invitedof this meant role thucate the l

o sites of o working that is me a

60% 319 of the the mpleted summer 14 ring the is The

or failing d to the eting is to

he health local

 

GBoBe

poutroothe at aKento ththe elim

TeYoucomincrquainclconprod

uyanoy Sceech

unds of soiop and dire slope anda rate estabntucky 31 he slope to seedlings

minate an e

echnicu can see tmponents oremental eality issueslude Publicstruction ducer assi

n Concouts Fork

hill” recail were striected them

d created ablished byand Annuo hold the off to a goestimated

cal Suthe effort bof these baefforts press but are nc outreachsites less tistance in

nservs Addk Par

alls Matt Yipped fromm during ta smooth sy soil sampual Rye. Th seed in pl

ood start. E 2.92 tons

upporbehind thease grantssent. Theynot part ofh and educthan an ac the form o

vationdressrk

Yeager, them the hillsi

he course seedbed byple resultshe remainilace. AmplEstablishm of soil/yr

rt e incremen can be ap

y serve to sf any largecation, revcre, monitof conserv

13 

n Diss Ero

On the voluntepart inBeechimporMatt his EThe the guidacrnuof jus

e park supide. Matt P of the proy filling in s, two voluing voluntele rain andment of ver from ente

ntal and bapplied in osupport thr effort. Th

viewing sedtoring assiation plan

strictosion

weekend oeers from Bn a sedimeh Fork Statrtant to on Peyton of Eagle Scou Guyan Coproject, anded Matt tre denudedumber of r the slope st never es

perintendenPeyton orgoject. Volu the rills a

unteers broeers securd mild temgetation oering Beec

ase grant pother waterhe 319 prohese are sdiment eroistance to nning, fora

t Heln Prob

of May 30 Boy Scoutent erosionte Park. Thne young m Huntingtout Badge wonservationd personthrough thd site has rills and gu for some tstablishednt. As a re

ganized meunteers “drnd gulliesoadcast a mred erosionmperaturesn the .2 a

ch Fork La

projects. Srsheds wh

ogram by ahort term osion contwatershed

age and so

ps Loblem

and 31st st Troop #1n control phe project man in paron, who wwith its comn District nel from t

he process been plagullies alontime. “Veg

d itself alonesult, thouembers froressed” the. After appmixture ofn control bs have helpcre site wi

ake.

Sometimeshere there addressing activities trol plans d associatiil testing,

ocal m at

several 2 took

project at was very rticular;

would earn mpletion. funded the WVCA s. The .2 gued by a ng the face getation ng the usands of om his e face of plying limef blankets ped get ill

s are no

g water that may for ions, and and

e

 

14 

nutrient management planning. Many of these projects are carried out with help from partnering agencies like NRCS, FSA and DEP.

Additionally, these projects may take place in a watershed that may not have a TMDL but is carried out as a preventative measure.

 

Conservation District Roles The Conservation Districts have various programs that the conservation specialists play a role in delivering. The statewide Lime Program benefits from nutrient management planning provided by the Conservation Specialists. Implementation monitoring with the participating cooperators will provide information on program effectiveness and measure land use improvements such as soil erosion reductions and nutrient application effectiveness. Conservation Specialist assistance in helping farmers with management decisions regarding grasslands, Multiflora Rose and Autumn Olive, in eliminating these

 

15 

non-native invasive and provide assistance on seeding these areas left exposed and vulnerable to soil erosion.

 

SoGSi

TheCreeto thfinefactremwas

Treepurpromto sbe p

Themattreethe utilislopconThesyst

oil Bireenite 1

first site iek was erohe Revised

e sandy loator (K) of .2

moving 50.3s placed in

e revetmenpose of a rmote sedimprout. It is

planted be

site is 17t (TRM) ane revetmen toe of the izing geosypes. This issist of uni unique shtem install

ioengbrier on A

is located oding an ad Universaam with a 24. Durin31 tons (3

n an uplan

nts are nonrevetment ment depos generally

ehind the r

0 feet longnd earth annt utilizing bank andynthetic ms known aiquely shahape allowled with ea

gineer VallAntho

on the Grarea of pasal Soil Losstolerable (

ng construc7.30 cubic

nd location

n-sproutin is to slow

osition at ty recommerevetment

g and was nchor systg on site md anchor thmaterials aas anchoreaped polypws the matarth ancho

ering ley Cony C

eenbrier asture land s Equation(T) soil losction, the c yards) of

n and stabi

ng trees inw stream vethe toe of tended tha to provide

stabilizedtem, comm

materials anhe TRM. Inand earth aed reinforcropylene ftrix to capors has a

16 

ProjConseCreek

and Pocaho at a rate on. The soils rate of 3stream-baf unstable ilized from

nstalled aloelocity adjthe bank. t live willoe permane

d using a hmercially knd rock fron recent yeanchors toced vegetatfiber yarn wture and rfield tested

ects ervatk

ontas counof 30.6 tonl on this si3 tons per ank was sl soil from

m future er

ong the toeacent to aThe revetm

ows or otheent cover.

high perforknown as tom a localears techno stabilize tion systemwoven intoretain moid pull out

ion D

nty line. Ans of soil pite is a Potacre/yearloped to a the stream

rosion.

e of streaman eroding ment mateer quickly

rmance tuthe Armor-l quarry wnology has failing andms. Genero a turf resture, soil capacity o

Distr

At this site per year actomac veryr and an er 2:1 gradembank. Th

mbanks. T bank anderial does n sprouting

rf reinforc-Max syste

was used to been deved newly gr

rally these einforcemel, and seedof 500 lbs

ict

Anthony ccording y gravelly rodibility , his soil

The d to not need g species

cement em. A o stabilize eloped raded materials

ent mat. d. This with a

 

minEng

Seedover

Noteestarecoprojtalk

TreeWe locaequLossyear

Notethat

To aprojthisdetestayefficsquthe the

To aproj

nimum of 2gineers to s

dling treesr top and u

e: The comablish quicommend tojects like th

king to som

es plantedprovided t

ally. The toals $4.15 s Equationr (98.91%

e: The instt it can be f

achieve theject woulds would haermine theyed constaciency of thare foot. A site would soil loss fo

achieve theject would

24 inch destabilize th

s were planunderneat

mpost beingck ground co all consehis and for

me farmers

d were a rethe pottingotal site coper squarn, the new less than

tallation pr flipped ba

e same sod have beenave cost $4e effect of tant excludhe systemAccording d be 8.37 tor the site

e same sod have been

epth. This he levees b

nted into tth of the m

g used to scover is onrvation disr contracto

s about dev

esult of a pg soil and overed 2,22re foot or $w soil loss r before ini

ractice in tack overtop

il loss resun $11,0214.96 per sqthe TRM oing the TR

m would red to the Revtons per a

e to a tolera

il loss resun $11,021

system habreeched d

the TRM, cmat, grass

spark quicne of the mstricts, thaors to use fveloping th

partnershithey grew22 square

$37.37 perrate after tialization

the photo isp of itself to

HPTstarup tAncthe tree anchprespreseffecquick

ults for thi1.12. Utilizquare footon the overRM and incduce by 26vised Univ

acre per yeable level.

ults for thi1.12. Utiliz

17 

as also beeduring hur

compost w was plant

k germinamost effectiat if you dofor erosionhis as a bu

p with thew the trees.e feet and cr square yathe install

n).

s the trenco prevent h

TRM shoulrting on thto prevent hors shoumats and revetmenhored withssure creassure. Thect as rip raker.

is project uzing 183 t. Anotherrall systemcluded hay6.35% andversal Soil ar. This w

is project uzing 183 t

en used byrricane Ka

was utilizedted

ation of graive practiceo not have n control onusiness in

e USDA NR. Seed for cost $9,22ard. Utilizilation of th

ching of thehigh water

ld be instahe down st water from

uld be plac straight a

nts are not h rock. Thating approe finished sap with mo

utilizing ritons of rocr comparism. If all fay mulch ad the cost Loss Equwould not

utilizing ritons of roc

y the US Aatarina in

d to cover

ass seed. Ues to comb a good soun other siteyour area.

RCS Plant the trees w

28.75. Thising the Rehese pract

e edge of tr from und

alled in a sream end m workingced in a diaalong the e used, thee anchor foximately system wilore vegetat

ip-rap, theck and twicson was alactors of that .5 tons pwould redation, the be enough

ip-rap, theck and twic

Army CorpNew Orlan

the TRM a

Using this pbat erosionurce of comes, that yo.

Materials was also cs cost brokevised Univtices is .33

the mat in dercutting.

shingling m of the siteg underneaamond paedge of thee bottom nforms a co500 lbs of ll provide ttion estab

e total cosce as mucso conduc

he installedper acre, thduce to $1. annual soh protectio

e total cosce as muc

ps of nd's.

and both

product to n. I would mpost for ou start

Center. collected ken down versal Soil3 tons per

a manner

manor e working ath.

attern over e mats. If needs to beone of f pull out the same lished

t of the ch labor, cted to d system he overall .69 per oil loss foron to bring

t of the ch labor,

l

r

e

r g

 

thisdetestayefficsquthe the

SiCoBa

Thestrewhi

 

s would haermine theyed constaciency of thare foot. A site would soil loss fo

ite 2 oconanks

second siess on the le grass w

ave cost $4e effect of tant excludhe systemAccording d be 8.37 tor the site

on Anut Fis wer

ite develop bank. Coc

was establis

4.96 per sqthe TRM oing the TR

m would red to the Revtons per a

e to a tolera

Anthoiber

re slo

ped on Antconut matshing.

quare footon the overRM and incduce by 26vised Univ

acre per yeable level.

ony Cand T

oped

thony Creetting was in

18 

. Anotherrall systemcluded hay6.35% andversal Soil ar. This w

CreekTree to a

ek utilizednstalled to

r comparism. If all fay mulch ad the cost Loss Equwould not

k - U Esta2:1 s

d less hardo prevent s

son was alactors of that .5 tons pwould redation, the be enough

tilizeablishslope

d armor dusheet eros

so conduche installedper acre, thduce to $1. annual soh protectio

ed hmene

ue to the losion on the

cted to d system he overall .69 per oil loss foron to bring

nt

ower e banks

r g

 

Sit(thpr

Roocomusedbanadd

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te 3 ohe moractic

ot wads armmbination w

d. The topnk with theditional roo

itcheGreen

raded chanablished, A pasture, c

on Antost tre util

mor a banwith other

ps of the tre root wadot system.

en Crnbrie

nnel in KitARVS was coconut m

thonyaditioized i

nk by keepr soil bioenrees were uds exposed

reek r Cou

tchen Cree establishe

matting was

y Creeonal sin this

ing the cungineeringused as fo

d. Soil was

Soil Bunty

ek is erodied on the os used on

19 

ek ‐ Usoil bis proj

urrent off tg techniqueoters and backfilled

Bioen)

ing away poutside ba the inside

Utilizeioengject)

the bank. Tes to stabi the lower d and trees

ngine

pasture lanank to preve bend of t

ed Rooineer

They shouilize a ban parts wers were plan

eerin

nd. A newvent it fromthe new ch

ot Waring 

uld be usednk. Three tre driven innted to de

ng Pro

w channel wm washinghannel. Tre

ads 

d in trees were nto the evelop an

oject

was g out into ees were

t

 

alsoenco

StCrPr

Thocomtonsquadestthe fillefloostrehom

Theagrithincaumanespe

Cowthe atteSupSch

o establishourage rap

treamreek rojec

ousands ofmmon - sevs of sedim

ality probletruction of direction d, trees upding can w

eam flows mes, buildi

e human aiculture, nngs such asing excesnner such ecially tree

w Creek is communitention to thpervisor wihultz is lea

hed to devepid herbac

m Ba Leadt

f streams averely erodent that c

em in the Uf a fish anof flow cauproot and worsen whare more oings, farm

activities tnatural resas lawn lanssive erosi as widenies and shr

s one of thty of Schuhe steam’sith the Up

ading an ef

elop the “ficeous grow

ank Eds to

and riversded banksreates eveUnited Sta

nd wildlife using mor dangerouhen the stroften out-o fields, law

hat causesource extrndscaping on are alteing, deeperubs, alon

ose many ultz have fos plight anper Ohio Cffort to brin

firewall” rowth.

Erosio Soil

in West V. This soil

en greater ates. The ihabitat, ste erosion, s undercuream fills wof-bank evwns, pipeli

much of traction (co can contrering the sning and m

ng and atop

streams iormed the nd work onConservating attentio

20 

oot system

on M Bioe

Virginia anl erosion gproblems ncreased ctreams for our favori

uts are mawith earthvents and ines and r

the probleoal, timberribute to thstream chamoving thp the strea

mpacted b Cow Cree

n getting hion Districon to Cow

. A compo

Monitoengin

nd the natigenerates hand is concost of trerm islandsite swimm

ade atop thh reducing redirected

roads.

em includer, natural he erosionannels andem and tham banks.

by severe eek Watershhelp to repct and resi

w Creek by

ost blanket

oringneerin

ion have ohundreds nsidered thating drin

s and poinming and fihe banks. D water hol

d water oft

e road congas and oi

n issue. Thd streamb

he removal.

erosion anhed Associair problemident of th involving

t was also

g On ng

one problem of thousahe largest

nking watet bars thashing holeDamages fding capaen threate

struction, il) and eve

he two majbanks in anl of vegeta

nd the resiiation to bms. Paul J

he commun the Upper

used to

Cow

m in ands of water r, the

at change es are from city, high ens

railroads,en small jor factors ny tion,

dents of bring Janes, nity of r Ohio

w

,

 

21 

Conservation District and West Virginia Conservation Agency as partners in resolving some of the problems.

Surveying the stream to evaluate the extent of the problems is the first step toward bringing project monies to the creek. Several sites were visited and measurements and physical assessments have been performed. Estimates of the amounts of soil erosion that has occurred have been calculated and some study of the stream’s biological qualities done all in an effort to prove the level of need by showing the damaging effects of the problem.

The results of the three segment survey, a total reach length of about 780 feet of stream, shows approximately 7,690 tons of soil have been lost and that is just a small sampling of the watershed. Each site was also “pinned” with steel rods that are driven horizontally into the bank at critical points and will serve as references to monitor additional streambank erosion as time passes.

The negative environmental effects must be documented and quantified before monies can be justified to fix any problem. The data collected so far, along with additional data to be collected, will be used to demonstrate the need for additional project monies in an attempt to remedy the problems of land loss facing property owners along the stream and improve the fish and wildlife habitat of Cow Creek.

In Pleasants County, Cow Creek was eroding an area of pasture land at a rate of 41 tons of soil per year according to the Revised Universal Soil Loss Equation (RUSLE). The soil on this site is a Gilpin-Upshur complex with a tolerable (T) soil loss rate of 3 tons per acre/year and an erodibility factor (K) of .32. On this site, the streambank was sloped to a 3:1 grade removing unstable soil from the streambank. 462 tons of soil was placed back into the bends of the stream to re-establish the original pattern of the channel. The total site length is 300 feet long and was stabilized using two types of erosion control devices.

A high performance turf reinforcement mat (TRM) and earth anchor system, commercially known as the Armor-Max system was used in the 90 foot section of the bank that receives the most stress from high water. The remaining 210 feet were covered with a straw rolled erosion control blanket. Coconut fiber logs were installed at the toe of the slopes to anchor the bottom of the mats and to prevent undercutting of the system. Grass was then seeded to establish permanent cover.

The total site covered 630 square feet and cost $4,552.35. This cost broken down equals $7.22 per square foot or $64.98 per square yard. Utilizing the Revised Universal Soil Loss Equation (RUSLE), the new soil loss rate after the installation of these practices is .71 tons per year (98.47% difference than before initialization).

To achieve the same soil loss results for this project utilizing Rip Rap, the total cost of the project would have been $6,144.65. Utilizing 51.97 tons of rock and twice as much labor, this would have cost $9.75 per square foot.

 

 

22