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b_ ~ , . i' ~ > / / Developed br; Dennis Moretz i' / / / / ~ s~~~R ~ °~~g~.~~JALiTY Tl~i~"J~uANDSl'0(i~gY~4T~R~R.~ti~,~i
5catie ?5 1-100 11.1200)
o loan zoo ~ooe Boa Prepared bYr Robert K. Fuller
Appalachian Professional lend 5urvepors & Consultants, PA i
Qc copyright _ 1400 U.S. Highway 421 5ou1h i Boone, North Carolina 20607 / (828) 264-029
264-0290 ` Job No. 00312

' n P c ices ? n ?men a nd ~ os~an Co rot ra ~a ned red r t t I t l °
' o o e need odd cons uc ion a oe o he 51 i 1, 5+1t fence" 511t ence W~tl be construe ed ab a pork n f lh p!a r tr t t the t f t ~ ~ f n9 i ~ ; ~ 'J ~ ,
These s+lt- ences are lp 6e placed at toe of the oposed +ll slopes for the road and m areas Where runoff o l f o „~~b~ ~ ~
s. n eas ese a e o doubt and used as sedimen ra Au o the ences ® o fnruurytion o d Dun i some ar h r t f ~ r is f minima! m t t t P~ f f f ~
are to have breaks ap roximdtelY 50 0 6o feet apart, These breaks are to have gravel Weirs to allow ruraf f ° . ~ ~ enc
to filter through dVO+ +ng breach of f ~ , . ~ ~
2, Land ~radr' roximatdY 1.~ acres Wilr receive adi along the course of the road bed Grading +s to ~ ~ ~PP 9r ~9 i be co +rled to the lmmedidte area of the. proposed improvements. Construction is planned to begin upon approval
~ , , con5t/UCtiOn a 3 QO o .the Sediment and Eroswn Control Plan and +s expected to take 3 to 5 months to complete, smite ~ o f ~ ) I ~ ~
d +s 6e na ailed o dra+n o di ch Hne and s abilized ? h a 6 inch course 3, Road 5tabilizdt+onr The rod to f t ! gr t t fihe t t IV t
of N,C, A.O,T, slanddrd size ABC stony The cut slopes are to be left rout and the fill slopes are l0 6e tracked 5r+
i e and bo h seeded as er e a iVe ld~ ~ i - fe e h r ~ W t a bulllldooe t P V, t t P , I I
Te orar Sediment Traps. Temporary s +merlt traps are to be in place before grubb+ o the stumps, The 76 mp Y $o
tr is d it du to collect sedlm~nt-Idden rurwf f and filter rt thro a rip rap and ~+a stone ~e+r, trdpping aP P 9 . the se~imenf before it entere s#reams or leaVe~ the co~truct+on s+ e, o
. Di ch •3 5. Chanr~lsr There ?11 be ditch line channels With t orarY llrl+ constructed alo the road bed on the cut fi W ~p ~ n9 ~ ,
n i i o se al fanned level readers or i ,The channels iA receive a s eci red N~•~ 575 0 s+d~ These cha nets W Il empty nt Ver P sP P P~ , W P f
' ' z and seeded a irM a e needed o ~ al'Y lira once the itch Irne has been constructed, Pert+lt ed Tf~es i ngs r t 4 n9 ~ , .
o• I t Boil dnd seed +n place until permanent grass cover is established ~
C e + 6e d check dams cons rue ed ever b0 0 75 ee aIo the le th o ~ 6, Ortch .heck pamsr Then W Il tempor_ rr t fi Y t f t r?g n9 f l the channels. These check dams are to 6e constructed Wrth small rip rap and Washed stone to filter runof f and
° reduce veloci , A smaN basin is to be du in the ditch !tom above the check dam to hold sediment, These are ~ ~ tY 9
to act as smaN sedlmenf traps and W+11 be apoWed to fiN over time, There shah be a basin and Ater constructed ~ ~ ~ °
' a ib be o e en eri i The ,f p In each ditch channel above each p+pe +nlet t0 trap as much sediment s posy le f r t the PPS • ~
avel and rrp rap lifters are to remain +n the ditch l+ne until permanent drarnage rs rr~tdlled ese are needed ~ ~fi? o
o he reduce Veloci o he der in the ditch one and tr sediment cdrr?ed down the ditch before it t 1p the tY f fi w t ~ . lu
en she na al d+ns or s reams, ~ o ter t fur dl' fi ~ ~ ~ i o Surface 5tdbilizatiorx Graded surfaces are to be stabilized with+n 21 da s from rough grade and f?nal grade With , co~rraclion 1 ~ ~'I/
' ' limits ! , Ve Cation as ecrfied,ln the v elation pldn Cat slopes are t0 be le l rough, fill slopes are to be tracked and both e~lt
~f ~ ° fence are to be fert?bzed drd seeded as soon as possible,
8, Rl r A onst These. are to replace the se~me traps be1oW the p+pes once the surface has s$abilfzed They are to ~ ° P aP Pr ~ ~ ~ ~
be rued ith ri ra ,stone to regent erosion o f t e downstream channels, These aprons are to reduce the force o f ~ ~ P P P a'i I
the water leaving the pipes, ~ o ~ ~ ~ /
9, Ri ra Level `redder( There are two level spreader planned along thrs protect. These are to be kedted at t~ ends ~ r i P. P ~
o d+tch chars 5 Where the ditch does not empt info a ipe, These are areas that are to be constructed along the ~ f ~ e' o contour o .the natural ound to create a level asin w+ 6 to g inch r? rap. stone to slow and asperse the water a
f ~ e . o sec n a a l om the ditch alo the fuN le th o f the level spreader. There are to e a leVe~ shall W, and wide t+a t th to,~ roc on fr ~ n9 o t t
enid o a di ch line and are o be a minimum o 20 eel in le th and at least 4 feet wrde at the entrance. 2 00 limits f t t f f n9 f ~ ~ J ~
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n c e i (/s) Bo om +d h Side SI LJru' Cordi ion - ' Station gain; Area Q10 51 ! t/ y V be t tt W t t 5edr nt + 5 o~
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Le el reader .Ora+n. Area 410 ~dth In W+dth out th Transttlon ~ _ !
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End V?ew ~ 1 / ~ Level / ~ / ° f~~// ~
tMfch Lire 51orc Isla Spreader ~ ° Q
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o o ~ ° construction
f ~ limif5 °
gr~Vd f?lta' ~ A • * , • . Silt Silt ~1Pe
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Lon . - 81 3 1 / W 79 o / / / ~ ~ ~ l 5edimen f d nd Erosion Control Pld n
ears! /
~ srr~r ~ / ~ ~ / ~ ~ for
5hadea~ a, xt ) ' s
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~ ` / ~ Fina! Erosion Confrol Pldn
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~ ~ / / / Bald Mountain Township
~ / Wdtduq~ Counfy - Norfh CdrolinD
/ / December 22nd 2008
~ ,
~ j / Developed bY: Dennis Moretz

Pais 1".9/1' ri"~d/1) ~ ~ r® j f l a Preparrd by: Roba't K. FuYer
0 20# 40# 60# 00#
71
Appalachian Professional Ldnd Surveyors & Consultants, PA
cQ copyright 1400 U.S. Highway 421 South i Boone, North Cerolind 20607 / 18281 264-0290
264-0290 Job No. 00312 56C

al c'
c eoc' (/s) So om id Side es lini Condi ion Stat?on prd?r~ Area Q10 51 e l t/ t) n V I ?t fh tt W th t l
dc, 0.30 . 3 1,1 t 0.0 t 575 td e ~it~
+ 0, 0.3 .1 eedive d e dc, .0 t t t ~
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e 1 5 e f n c Veloci l /s) De h Bo om Wid h Side 5> es Lini Condition Stat?on Drd?n Ara Q D I t t t t tt t 0 20 40 60 80
+ - ac, 8 .30 2, 0: t 0. t .5a / 2r1 AG 75 to 5ffat , \ Raddn ~1
- , 2 0. 7 .30 0. ;1 .eedive td ac. ~ t t t
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f ~P"'ap
Rip-rap
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Sediment Sediment
~ Sediment Trap ~ .Trap ~a
r P ~ ~ silt _ ~ - - _
M r fex¢ 0 - ~ . ~ f~txe . ~ 0 0 sil _ 0 ~ f
0 ~ constfuc#ion..,, , 5ilry.~~ r fence
A cor~trucflon ~ o limits ewe y f ° rmrts ~ ° ° , Sediment
~,r:`` o ° Trap
0 o silt ~R ~ ~ ~ ¦ ® ¦ ¦ ¦ ¦ conshuction I-~. • cote
r~ o 0--0--0-0-0-0-0-0-~ o f 0 0 0 Nmifs 0 0 0 O 0 J 0 ~ti~
Ci\ N ~ 0 -:.M, 294 0 a
e ~ o. II ~I ~ ~:.,r - ° ° ~ atci? Gars-~ttor~
~ ~ y _ ~ ° ~ ° ° ~ _ Sediment
_ of o _.m ~ ; 'a "~constructron ?r.. as..y.F~~a~:.~.z, Gmrfs ~
~ /`o Trdp 0 " °~.e ~a~ m
s. r~ ~ - srlf , fence ~ Q 5r `4l~ y~J
a 0 `~r i~ per dplgn
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0 ° ~ o(tch ~ - _ ~ r 5111 ~°~Y
` 0 fence N A.G. 575 ~ ° _ _ c° r. ~ ~ ~ ;
. m ~ ~ t ~,,,~frucfi'on t ~ ~ ~ 'ti ~ al
Umits .max _ NA,G. 575 0 _ ~ corlstluctrorr,w~~. 0 ~ _ . ~n,~ o„
limits 0~0 ~ construction a . r ty ~ . 0 limits `„V g fit. ~~e 5a
silt fence ~ p?t `
=3 0 . ~ 5 0 a,.w, - .a ~ a
~ ~ _ _ , r ~ a ~ t~ y i~, y~- 5e~iment feNt * o/`o Trd~i,~ ,
. ~ ~ . o ~ 2g o o o o fence 0 o ' r~, o o ,n ,x. ~ , o , ~ ence
o ~ o ~ o o ~.,..ri~ ~ , ~ 0 , r D?tch 3~ ~ , ' ~ \ ~ o . • ono. o*~ s~ o
F.~~ ~ ~I~A.G. 675 w \ o
,Y,t , ~.w,«~.~ ~ _ ,v, w,. silt 4~ Qt ~ 0 ov
con~tivctlon fence ~ - ~ 0' o?
limits 1 ~ t~ r= 0 ,
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silt p .,u ~e(ue ~ a ~9 ~ ~O~ cor~trucfiion
b~rz,o ,~a-~~~ =.~W T , ~ , • o ' ~ 0 Ifmits a
"fie 0 ' y y ~ X el y
z ~ a _ \~t construction ~ t
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ilt .n S ~ fence 0~
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ion o do rtes ~a e and ~ osran r Pr need aedi n Pd m r ,a
n~~ ~ , 1. Silt Fence: Silt fence will be cor~truc ed along d portion of the planned Todd canstruction dt the toe of the Slopes. co~truction ~i ~ ~,silf e :onstruction ' ~en:e
se ' - e es d e o be aced d e oe o her led iN slo es or he road and in areas where runo ' limits The s?It ~ nc r t pl t t t f t ~ f P f t ff ~e limits 0 ~
is o minimal amounts. In some areas these dre to a doubled and used as sediment traps. All o f the fences f "`~a
dre o have breaks a roximdtel 50 0 60 eet d art. These breaks dre to have ravel weirs to allow runof f t P Y f P 9 ~A
o vo' ' ' b eat o e cote. to filter thr ugh d ? ?ng r h f t f ~ ~ ~ ~ ~
2. Land Grddi roximatel 1:95 acres will receive radi alo the course of the Todd bed Grading ?s to ~ APP r 9 ~ be confined to the immediate dreg of the proposed ?mprovements. Construction is planned to begin upon dpprova!
E os'on Con o Pdn and is ex ec ed o ake 3 0 5 moo hs o tom le e, o f the Sedime~' and r? tr I l p t t t fi t t P t : ~
3. Road $tdbilizatior~ The road is to be firxal ailed to drain to the ditch-line and s dbilized with d 6 inch course 9r fete o ~
0 1V C, ,O.O. T s a ndard size AsC stone The cut slo s dre to be 1ef t rou h a nil t e f iH dopes are to be tracked f t pe 9 _ ~ pediment d nod ~~o5ion Control Pld n B
w' d bu doze. and bo h Seeded as er ve e d ive lan ?th ll r t p tf p r k~ ~ ,
4. T ora 5edime Tra s. Te ordr se irnent tr s dre. to be in place before rabbi o the Mumps. The ~ , rY nt P ?~P Y dp 9
r i5 a i du to collect sediment-laden runof and filter it throw h a rip rap and was a Stone weir, trapping tap Pt 9 f the sediment before It enters streams or leaves the construction si e. ~ ~ for ,7 0
s: e e w' be di c Inc channels wi h e ordr lini construe ed Flo the Todd bed on the cut 5. Channel Th r ?(1 t h I t t mp Y~ t n9 ,
side. ese channels will t into several ldnned level spreaders or pipes. The chanr~ls will receive a sped tied Th ~ Y P a' I construction . 0 ~ llmtt6
em rar lini once the ditch line has been constructed, fertilized, and seeded. These linings dre needed to Y n9 t, construction . ~ re
o the soil and seed in place until permanent grass cover is established,. limits ¦ ~ ~ ¦ ~
6. Di ch Check ,Ddmsr There will be em rar check dams constructed ever 50 to 75 eet dlo the le th o f t t Po Y Y f 1 n9 the channels. These check dams are to be constructed with small rip rap and washed stone to filter runo f f and A ~ ;r
' o be in e i ch line above he check dam o hold sedimen . These are reduce veloatY. A Small basin ?s t dug th d t t t , t ~
to act a5 ..small sediment trd s and will be allowed to fill over time. There shill! be d basin and f?Iter constructed P
in each ditch channel above each pipe ir~et to trap ds much sediment ds passible before enteri the pipe. The ,r = o r
ve i e s a e o emdin in he di ch line unit ermanen drains a is installed. ese are needed gra 1 and r?p rap f It r r t r t t t P , t g 3 00 'L .
to het reduce the velocity of the water in the ditch line and trap sediment carried down the ditch before it P
en e s he nil ural drains or s reams. t r t t t 7 Surface 5tdb~I?zdtion~ Graded surfaces dre to be stdbi~ized within 21 dd s from rough grade and final grade with ~ ! r ~ Fi rx~l ro5ion Control Pfd n
v e a ion as s eci led in the Ve etdtion Id?z Cut slopes are to be le t row ,fill slopes are to be tracked, and both t t P f P 9h e9 9 f~
are to be fertilized and seeded ds soon as possible. 2~~s6 0 j, o t~ a Wdtdu d County N~r~h Cdrolind
o ' es o e s ace s dbi ized. e o a 6. R?p r Aprons: These dre to replace the sed?me traps bel w the pip nc the urf ha st l They dr t ap ~ pit ~ Bd~d Moun~din Township
be lined wr'th ri rap stone to prevent erosion o f t 'e downstream channels. These aprons dre to reduce the force o f P 1 ' r ecember 22nd 2008
the water leaving the pipes. } ~ o
. Ri ~ d Leve 5 ed er: There. are wo level s reader tanned d1o this ro ect. These dre to he located dt the ends 9 prp 1 d t P P n9 P J o .ditch channel where the ditch does not empty into a ipe. These dre areas that are to be constructed along the ' Qitch •3 l
f contour o the natural round to crewte d level basin wit 6 to 9 inch ri rap stone to slow and disperse the water f, 9 j~ N.A.G. 575 ~ ~t Aeveloped bY: Dennis Moretx
from the ditch alo the full le th of the level spreader. These dre to e d level, shallow, and wide section at the t
__:1. _1 ~ J!i_L I!.._ `e _J e.._ 1_ 6"_ a -1 BA 1....i i.. nw4~~n~? A~ in]..~? A ~Lne~~b ~.i:.~.a 9* d?~n ~n4rA nw~ ! ~i ~ n/ F
ena OT Q QITcn Ane ana are lu Ve a imam NU111 V1 GV 1CCI In 1Mrry'rl Ura.r ul 1yuaJ T /ccf WIUC u1 1nc ~ujiurwa Prepared by. Robert K. Fuller
ppdac r'an Professional Land 5urveYore & Consultants, PA Appalachian
copyright I48 ? 0 U.5. H' wd 421 5ou Boone, Nor Carolina 28607 / 1826, 264-0296 264-0290 ~ Job No. 08312 SEC
S:\2008jobs108312`dw9108312,dwg,12/30/2008 9:09:19 AM

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Station Ardin Area Q10 SI e f t/ } n c ~elocit l /s) th Eottot» Width Side 51o es Lira' Condition Condt$ion $d
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sin ruflits
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Level o o ~ yin ~ p ~ silt ~ ~ ~ teas ~ sae
Spreader ~ o o ~ o \ ® , ~ f ~ p o ~ / 030
o ? Sedim
o o Ri -Rd rap
/ ~ P ~ o.~ ° ~ ton ilt~
o ~ a~ / o P ~ ~ 5 fence o. ~ 3 ~ ~ ~ ~ co ruction ° 2 ~il~ 5ediment .2835 fence Trdp
~ construe n 0 ~ ~ i 0 pmts ~ 0 ° ~ limi s~ ~ ' J i ° t ~ C , s It Sediment
l , / ~ ,m I i ~ i n / c teas ~ / construct o ~ p l ~ o ~ o ~ o ° ° ~ Trap -
siI / 0 cons rue ion / ' 0 0~
o~~'. c5` fence p o ° ~ ~ ~ Gmits ~ \ ~ /~edtme .J o limits ~ I ~ 0 ° 5i11 ,y~imef7f ®o I ® ° ° fence
atch 1 ~ / r o P ) " o ® consrruction Trap
N,A,G, 575 o / / ° o ~ / \ o ~ ~ . 93d ~ /
~ o , / ~ i °--o teas / - o ° ° I ° m ~ ---1 Trap ~`o o
0 C~ ,0/0 / o heaawau o / L ~ n ~ sill o ° `~1.,.,1 ~ ~ ~ ° 0 o ~ n 0 0 ~a fence construction I 0 0
o ~ 0 i. f e ~ P ° o o ,J - r~i is ° o® o construction - o
o ~ ~ ~ omits ~ ° \ ~ ~ ~
o ~ \ ~ ~ o f 0 0 0 ° \ ~ ® ° / I I silt 0 o ° . 0 0 ~ -~._.L.....-,`~ o 0 - fence
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ferce ~~c~,'~6 ~,~onstructon silt 29~~--®.. ~-._.....r I~r?~its fence
~ c ns rut ion ' / U _---~""r
~ t , r ~ o I. 055 ~ limi s ~1
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sin ~ _ _ - ® - 0 r a ferce AltCh ~ ~ - r
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--°r Pld need 5ed~men d nd ~rosron Con rot Prd / ~ f onfrol Prdctice,~
,s' 2 1, Silt Fence: Stlt ence ~Vtll be construe ed alo d rtion ~ , f ng po ong d portion of the planned road constructton dt the toe of the ~5bpes,
' h oa 6~ These st - ences are o be (aced a e oe o her h o, f t p t t t f t opo ~ q 2 2 Z / is o f minimal dmour~s. In some areas these are to da ' o f the proposed. fill slopes for $he road and in areae pVhere rura f f
/ are to have breaks roxtmdtely 50 v 60 feet clRpadrt, Th are to be doubted and used d5 sediment $rdps, All of $he fences
to filter throe aVoi t breach of t e ferx~ f ~ °et dpdr$, These breaks are to have gravel Weirs $o dllo~+ rung f f N
l 2, Land Grddi Approximately 1.95 acres Will receive grddiny -ecelve grading dbng the course of the road bed Grading is to
~ ~ ~ be confuted to the tntrnediate area o f the pro .sea trr~troVe ~posea irr~royements. Corgi f ruc$1on is planned $o begin upon approval
/ o he Sedime and erosion Control Plan d is cted f t nt ~ . i is expected $o take 3 to 5 moths to complete
o° ~ 0 3, Road Stabi!rsd iorr The road is to be final ailed to draft t t 9f' ~d~ded to drain to the a~tch line and stabilized With a 6 inch course
of 1~G A,O.T. standard stze ABC stone, The cut slopes are i s bulldoaer and 6o h seeded ds V e d ?Ve 1an cu$ slopes are to 6e left rough and the fill slopes are to be tracked
~ W fh t per t t P ~ ~4, Temporary Sediment Trapp Temporary se irnent traps are $at?Ve pldrz gent traps are to be in place before grubbi o the stumps, The
trap is d pit dug to collect sedimer~-laden runo f ~ and f ilte? rnof f drd filer it through d rip rap and ~ydshe~stone ~+eir~ trapping p
the sediment before it enters streams or IeaVes the consti y~ t~ co~truction site 5ed~ment d nd ro5lon Cpntrol Pld n
5. Chdnnela• There Wta be ditch line chanrxls ~Vtth temporary j . ''tth f empordrY rrungs constructed abng the road bed on the cut
stile, These channels ~Vi11 empty into several planned level s planned leVei spreaders or pipes, The channels ~V111 receive d Specified f constructed fertilized and seeded, These linings are needed to 1 Q~
nary lini once the ditch line has been constructed ; 1 the sotl and seed to place until permartertt grass cover tt grass coyer is estd6lished, j
. 6, Aitch Check Rams: There Will be temporary check dams co :heck dams constructed eVerY 50 to ~5 feet along the length of !
x~ afrn ~o,~W~«fron the channels. These check dams are to be constructed iVit onstructed With smdli rip rap and ~a~ed stone to filter rurpf f and r
oil reduce Velocity, A small 6dsin is to be du in the ditch lit g ~n the ditch line above the check dam $o hold sediment, These are ~ • ? 1
5 orm 0 a~na a to act as sma11 sediment traps and ~vill be dllo~+ed to ill o? f r 9 lo~+ed to fill Dyer time. There shall be a basin and filter constructed
sf~f ~ in each ditch channel above each pipe idet to trap as muc ' ~r x~ Rock filter en alch Pi Size/T Le fih Sl l f/) n c Qz5 NW NW/Q oval and ri r filters are to remain in the ditch me ut ~ trap ds much sediment as possible before entering ~ pipe The a ~e ditch me until permanent drainage i5 ii~tdlled These are needed
9f' P aP f c to o het reduce Veloci o der in he di ch l+ne a i p the ty f the W t t t he ditch l+ne and $rdp sediment carried do~yn $he ditch before i$
t ~ en ers a natural draJns or streams, t th
~ ~ 7, Surface Stdbilizationr Graded surfaces are to 6e stabilized 0 6e s abtized i In zi da s om ou d e and na ode i h t l ~ th fr r gh gr d 17 t gr IV $ ~
m°`t ~ y Cation ds specified in the Vegetation plan Cut slopes x n ~ . a Cut slopes are to be Ie~t rough tip slopes are to be tracked and both
R~ rd A ro P P P are to be erttlried and seeded as soon as possible. ~ ag for ~ Gevd ea3der f g~ ,
r~wt ~ , r 9, r A-turf F Rate Le th Width in Wrath out d 50 d MAX A th 8. Rip rap Aprons. These are to replace the sedtme traps ~ ~dimee~ traps be(o~y the plpea once the sur face has stabilized They are to ~'o nil ~roio n Co n~rol Pla n n o f the do~Vnstream channels, These aprons are to reduce $he force o f
8. c s z . be lifted ~+ith ri r stone to prevent erosion o f t do~Vrx P dP • e a er JeaVi he i
Era View th W t n9 f PPS ~ ~°n . Ri d Le S wide . e d e o s adds ant 9 p r p Ve( r f° Tl~r r tfV 1eVe1 pr r pl spreader planned dbng this protect, These are to be boated dt the ends Bald Moun~din Town~hp
~"4'~^`_ = ~ o di ch chanrte here he di ch does no in o a d no 0~ so a o s t t O t t t ~Pt t, Ru ~ f r rnp$Y in$o d prpe These are areas that are to be constructed abng the Wd tau . Coun f Y -North Cdroli nd
P contour o f the natural ground to create a IeVel sin IV~t Vel basin ~yith 6 $0 9 inch ripp rap s$one to sb~V and disperse the ~Vdter
aayd FrMa tom the ditch ato the full le th o f the level reader. Level S redder Amin Ared Q10 Width In Width out th Transition f n9 sp , Wei reader, These are to be a Ieye~ shallo~V, and gVide section at the ecenaber 22nd 2008
~ era o il dl c the and are o be d mirtrmum o 20 ee i z ac, t t thl t f f t cttorr V1e~Y1 ~ of 20 feet in length and at least feet ~tde at the entrance
ero•~~ ~ rr
arch crre Developed Y. Dennis Mvretz
5~fo~rcertdler ~ ~'aP f~
I I r J'r e_'r_ s«_~n~ ii_~~m Prepared bY: Robert Fuller
~ ~ I ~ I I ~ ~ I I I i'r I Cross-maian I Aerk/ Yuen -901 ot 60f 001
Appalachian Professional Ldnd 5urveyors & Consultants, PA
Qc copyright ~ 1400 U.S. Highway 421 South / Boone, North Carolina 20607 / 1828) 264-029
? 264-0290 Job No. f 5fC

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2 60 a_K.:,:~~.~.~.~.~ r~.~_...- ,_~~,~,.~~~e~at~~.v.a~s ~ ~ ~ ~-s _ ~~a 9 ~ _ ~ ~ ~ - ~ ~ 2.0000 N r ~ ~ ~ A.D.
P VI 5 TA = 5+~75 _ ~ ~ N N _ 7 _ _ -r- ~~,~,rx.,, ~ _ n_ ~ N LOW POINT 5~1'A - 11+86;81 ~ N 'a a M1
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p K = 228.5714 p ` o u._. _ ~ _v. ~ M~ ' A.p. 5.4182
ry _ _ o _ _ r-~s_._ _ . _ ~ _ m e ~V i ' i
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2932 - a... ~ . _ - ! M ~ "p PVI ELE V = 2944:.110
wA.~4 _ .o.~ _ ti__.. ~ ~ ~ t~, ~.wR
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K ~ = 65.6667
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~ ~ _ ~ ~ r~ ~ c0 ~ ~ ~ rn. ~ C_r ~ _ ~ ~ Cp Cp ~ ~ (V ~ N ~~i~I ~ ~ ~ ~ ~ ~ ti w ` Rb ~,w w.,...r,.., UJ 41 ~ a- ~ Wit-
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N~ N ~ ~ N N N N N N N N N N N ~ N ~ N N N N N N N N N N N DATUM ELEU N ~ CU N R! ~ c'll N ~ N ~ ~ N1~~ 1
2920.000
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~ ~ d- d- rr- a- ~ d- ~ d- ~ d- d- d- d- ~n ~r- ~ ~n ~n d- rt- ~ ~ ~ ~ ~ rn ~ rn ~ ~ cr a~ rn cr cr ~ rn ~ rn ~ rn ~ ~ ~ cr ~ ~ ~ ~ rn ~ ~ ~ rn ~ cr
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N n N N N ~ N N N N N N N N N N N N N N N N N N N N N N
- + + + + 0 2+00 2+ 0 3+00 3+50 +00 +50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 ~ 0 00 0 50 1 00 1 5 5 4 4 +50 g+00 g+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
Sediment and ~ro5ion Control Plan
i for
d5' / 50' fight of WdY
Pavemer>t ~etd~ Ditch n CGS
and
v+' Pa fit u~' per foot r, P ~
' ' / e5llle CO 0 d dG~/ 45 R/W Res?derrftal Rd s0 R W R oral llect r R
PdvemeM width ~ 18'-0' Pavement width = 20'•0' 1~ ~Dltc~ id}~ 96'0,0` ~W 5ha~~w~~ihh 5de ~ 6'•0' 0 ~
0%h atcpe • 3D t Dltth width = 6'•0' Ditch slope = 4d
. oa 5ec 'on Oetad T ical R d Crate ti Vertocal Pro f i1e5
(Not 1o scale!
laid Mauntdln TvwnShip
Wdtduga Coun~Y - Nar fh Cdrolind
Dec~m6er 22nd 200
Developed by. Dennis Moreti
Prepared by, Robert K. fuller
Appalachian Professional Land Surveyors & Consultants, PA
Qc copyright 1400 U.S. Highway 421 South / 9oone, North Carolind 28607 / [phone] 264-0290 Job No. 08312 5EC
sg2008lobs\08312\awro\0e312.mwro, 12/30/200e a:sx:aa nn