20090003 Ver 1_Site Plan_20081229

~ ~ ~ ~ i SHEET 1 OF 3
~ ~ ~ '1 ~
11 ~ ~ -
1 ~ \ ~ ~
1 1 i ~ ~ ~
~ ~ ~ ~ ~ 1 ~ A 1
~ t `1 1 0~'~ 2 9 2QD8
` , ~ ° WATER'~(1AI,ITY
i ~ ~ ~l ~ ~ ~r~ ~ S AA~p STOR?~NA'FEft gRAHCH
~ ~ _ - ~ Franklin 1 i< j
~ ~ Y ~ 1 l~ . ~ ~ i US 6;4
~ ~ ~ 1 ~ ~ F~ \ ~ ~ ~
~ US 441/6.4
~ \ 1 ~ I ` _ 1_ A ~ ~ r 1 To Dillsboro
~ V ~ , ~ . ~ ~ 1
~ ~y ~ ~ > ~ ~ ~ - ~
~ ~ ~ _ - U 1 ~`,11111111J O
_ A ~ ~ , ,
~ w
V ~ - ~ , ~ _ 1 ~ ~ . % ~ . i ~ ~ / i~l o; O J~ I ~ ~ ~ ; ~
~ _ , ` Y / / , 1 ice,, ~ d,N 111 =i -q v . ~ ~o ~ N
~ ~ ~ A ~ ~ s e
A A ~ i j i~N
i' ~ ~ ~j ~;Iv ~ ~ % ~ , ~ / AJJJ11116i QJ i A
> ~ Setser Branch J
i ~ \ ~ U~'' i ROad
1 / ~ ~ 1
~ \ ~ ~ ~ U
~ Location ~z / ~
~ ~ i ~ ; jj ;r~~ N~
~ i 1,-rfi 1 ~ / ~ ~ ~ ~ ~ i'-1 lJ f\ ~ !_I To Dillard, GA ~ I ~
i ~ ~ 1 ~ 1_I ~ i ~ - I_
i ~ /
i~ ~ / ?~~N00 ~
i~ ~ ~ i 1 ~EGEf~D ~ ~ ~ a. v s J
~ ~ J 1 C ~ ~
i' % n / a z~nzo T~NPCIRARY SILT FENCE w ~ £ ^ (T ~
% ~ ~ i ~ ~ W = d o i
~ ~ CC]NTLIURS ~ ~ ~ ~ U'l CT'
i ~ ~ ~ ~ ~ t W z ~ c~
i i ~ ,i 1 j' 'i ~ ~ i P(~nPNSED C.ULVDRT ~ W ~
~ ! ~ ~ ~ ~ t ~ it ~ ~ j~ ^
~ G i l V ~ ~ Q ~ i' S7I_ TYPE. is W o0
_ ~ ~ ~ j ~ ~ i ~ ~ - ~ ,o o
• r, ~ l r v L_lI4I ~I~~ z
/ / , i y' ~ ~ 1 ~ ~~l~i ~ ( ~ ~ r`'~l
U M~'D ~~AT ENTRANCC
~ ' ~ %T 1
V
~l I / / i ~ ~ i / j U ~ ,_.,T. ~ ~ ~ ~
~ ~ '1 i j ~k~~ ~ ~N~~ Ro~D
i / ~ J d~
~ i ~ ~ U ~ RI~F~IT C1F ~WF~Y (4`I' ,D7l~l_.) ~I- ~ ~ Z
i ~ ~ ~ 1 % 1-~
~ ~ ~ ~ ~ 1 ' 0 ~ ~ ~r~,~\'\- r, ~ Y d°
1 1 ~1 ~ _ ~
~i ~ i ~ ~ / i ~ ~1_ ~ ~d~
i r' ~ ~'J Pk~7PE~<~I f_a~L ~ / ~ ~
i ~ ~ 1 ~ % 1 ~ ~ , ~ Q~ ~
loco
% i' i ~ _ i 1 i i` ~ ~
i % ~ % / ~ ~ U d~
--S ~~rn
~ ~ d ~
t ~ i ~ ~ ~z~
i' , ~ r ~ ! \ i~ _ o
i~ _ / z N
i ~ L7 i `i ~ 1, y,i, % 1 ' \ ~ i- j i ~ ~ ~~i ~ ~ F ~ ~ ~ ~I, i - / ~Jl ~ _ ~ ~ i i ~ , ~ ~ ~ ~ l h J~~

~ ~ ~
~ j
i ~~--v / ~ ~ ~
% i ~ ~ z
~ ~ i
j' I----i
~ % i ~
i
- - ~ ~ - - ~ ~ ~ ~ n
i i ~ - 1 i ~ / J / _
i _ ~ ~ / 1- ~ ~ CC o
/ ~ / l / I~ 1 N
~ i~
8 C~ ,
~ z~ F---1 J
~ ;!j' a U
i ; /
' i~" v % , n~
~ ALl i / i l.~
;i ~ ,C , , / i W
i ~I
~ ~ ~ (i J
f
' ~ i fir,, U
j~ ~ ~ / /

;%j ~
i' j
i'% /J .
~ , /y,
.
,i ~i i 0 50 100 0

is

~ o

SHEET Z OF 3
VEGETATNE PLAN ' ~w__ W.._..w..~ ~ r„.._ Seeding and Mulching ~ 1 t ~ .wx
s,.. . , S E 1 -
.v~. ,~.......n.., , ,....,a ~..,....,a .,..v ..i,. August 1 June 1 (Winter Mix) ~ 'May 1 September 1 {Summer Mix)
a.,u._ 20#(23kg} Kentucky Bluegrass 20#(23kg)y {Kentucky Bluegrass {
75# (85kg~ :Raid Fescue X75# (85kg~ 'Hard Fescue ~ n..v,, ~ r
25# (28kg~ Nm Rye Grain' ^ ,10# (28kg)~ „ Rye Grain I
-500# (560kg} Fertilizer " 500# (560kg) ~Fertihzer ~ r ~ kg) ;Limestone; 4000#(4500kg} 'umestoneF eJ
~ ~ j 4400 4500 4
I i I i ' ~I I i 1 i i I I I 1 I I I r I ` ~ ~ r . 2 . M ~ s I ~ 1 s
I _ r - - ~ r i ~ I I I I t I....-. Fertilizer shalt be 10-20-20 analysis ?
~ I s : IThe kinds of seed and fertilizer, and the rates of application of seed, fertilizer, and
i ' I - - - - limestone, shall be as stated shoos Alf rates are in pounds per acre ~
I I i ~ j i i ~ ~ ~ I ~ pp ~ E s `e~oiuirr ~ ~ o s ~......~.n ..r.._.~ o 0
I I. _ . ~ 1- ' - - ' - --_1 _ - - - - - 1- I ® ~ Vii, N
I ~ i I ~ I I * Disturbed areas shall be temporarily seeded if construction activities are halted more l ; ' ~ ;
~ ~ ~ 'I ~ i I I ~I ~ ~I i ! i ; i I ~ I I I ~ _ - , f n twenty one (21) calendar days Areas that are on final grade shall be permantly I ~ ~p ~ ~ ~ to :se~. . , _ , ..u_~...rm~.~.._,.., o ~
eded within twenty-one (21) calendar days of completion 1 e ° ' ; ~ L
e y.
'i i ~ 'I ~ ~ ' ( ~I i i I _ !i d £ ~ ; ~ ._,...._w.. ..~..,,._w ~;....,.~._.,._.~w.~..~.,M
I ~ ; i I I I _ , I s'e,`~~B 61 B 1 ` A
i
I I
I i, i . w i F ~ ~ I L I ~ i i I I ~ - U
z M
I ~ ~ ~ I ~ , I i i i i ~ ~ i I i I I I r I ~ t ~ - - - - - - H ~ N
i I I 'i - ~ i ~ I I i ~ , , i ii I
I _ _ ~ 1 - i... 1. r O W U1
i ; ~ i ~I ~ I ~ ' 'I H d~~
i i i ' V>> 000 ~ r`
t 7. W
I I a ~ ~ ~ N ~ ~ ~ aU i
~ - _ _ _ ~ . a._. ~ _ . 7-- ~ ~ ~ t-- - I t ~ ~ ~ I I - ~ ~ ~ ~ ; ¢ Z Ut Z 0
I I i ~ ~ - W ~ E cS 0~ ~ ~ W 0 7 ~
I ~ ~ ~ ' li W = ~ o
I I I ~ i ~ ~ ~ i i I I I ~ ~ , ~ ~ z Z N _ L.~ Z~~~
r.. - ~ ~i ~ I
I ~ ~ e ~eee e~ I _~o~~ 100 >W M
I I a - - - I Q
~ ' I i 'e W N v
~'i~~ _ .,w ~ . _ . _ _a _ E ~ ~

I ; i i ~ ~ i i- ~ t.._.
I : } I ~ 'I ~ I I, I
~ ~ ~ ~ ~ I ~ I j _ i C i I I
~ f ~ I ~i ~ r ~ I _ I ~I ~ I U
i I I ~ ~ I I I i 1 I ( , _ t. I.__..__ ~ ~ - - - _ . . ~ ~ h
i~ I I i ~ I i ~ ~ ~ _ i ~ N
i i I ~ - i I I I - I ~h i ~ I _ - ~ - - - -
I I ~ ~ I ~ ~ ~ ~ i l~ I i i ~-I- ~ d z
I I 1 I ~ I f _ i I _ - - - - - - - - _ - O ~ ~ ~
_ ~ ~ d'
j i ~i f ~ 'I If 1 n~ ~ ~
i - -..i-- - ---._t ~ - - - - - - - - - - ' - - _ - - - - 'i I ~ I i~i 1 it. C~ O W W 0~
! ~I i ~ i i I ~ I ~ I ~ / ~ ~ I i I I I i ~ ~ i i ~ ~ e. I PIPE CULVERTS s ~ ~ ~ ~ ~
d d„
i I I ' i I ~ CONSTRUC110N SPECIFICATIONS ' ~ ~ 0 ~
I I ~ I i ~ I ~ - - ~ - - - - r _ . ~ ~r- ~ I~ * Excavate area of pipe locafian Do not waste excavation unless 1 U ~ ~ ~peimitted Use suitable excavated material as backfill # ~ d v
i 'I I li ',I ~ i i I ~ ; rn ,w, ace #57 stone in the pipe bed at a minimum depth of 6". ! ~ ~ ~ * PI
I I I i I I i ~ r Unload and handle pipe with reasonat~e care Do not roll or ~ d v
~ j ~ ~ I ~ ~ i ~ I ~ I i ~ ~ I 'I ~ ~ ~ I ~ -r- i i , drag metal pipe oar gravel or rock during handling Take ~ z ~ w.~,ww .,,m~,.-.. u~ ~,,,..I
I t I ~ ~ ~I I . , I i ~I ~ , necessary precaus#ions to ensure the meths us~l m lifting or
I i ~ ~ ~ ~ I 'i ~ ~ li ~ ~ j i i I I I i I I I i I 'plaang the pipe does not induce stress fafigue m the pipe ~ z ~ .:w, ~ r a w. w . ~.,9M. ~.,M _.Ma~..a.. ,,.F
i ~ _ I m..._:. ~._...o .v.~,..~ .m.._.,, ~3
I I ~ T i i I I. I 'I I I ~ I i 'I i i ! I i I ~ ~ ~ ~ ~ ! ~ ~ ~ ' ~ Rigid Piper t ~ 1
i i ~ .'._r _ - - _ * Lay pipe on prepared foundation, bell or groove end upgrade with
~ i I~ ~ 1 i ' ! I ' I ;the s~got or tongue fullyinsert~ to make a watertight joint,N.~~ ~",.l F-i
I i I . ~ I 'i I ~ i I I I *Check each pant for alignment and grade as the work proceeds ? Q *Use flexile plastic lrnnt material 3 I ~
r
.u'.. ~w.._._~ ~ rcum.. ~ W Flexit~e Pipe
i'~ i ~ I I _.~,_._.W *Place~flexible pipe earefully on the prepared foundation starting at
I I - - - ~ - % - ~ i - I - i i ~ ~ ~ ~ Mthe downstream end with the inside circumferential laps poin tmg
downstream and~with the longitudinal laps at the side orquaiter ,I p~ _ _ p . . , a_, .
points ~ i 5
Handle bituminous coatedrcpipe and paved invert ape with specialf z
care to avoid damage to coatings Install paved invert ape with
the paved invert centered on the bottom ; M M ~ {
..m.. m.. ~....._m. _ _w U *Join i sections with coupling band, w . p ~ oints made waterti ht Provi Ily bolted and properly
=sealed with j ~ g 'de coipling bands for W
annular and helical corrugated metal ppe with circumferential _ . ........3
`and longitudinal strength sufficient to presenre~ttie alignment,4
prevent separation of the sections, and prevent backfill infiltration
,Match-mark alh'pipe-6Q inctiespor larger in diameter at the~plarit
=for proper installation on the project. w. ; J 3 {
„~.w.... T,. ,,:..~...u.. ,f ~ ,n., ~
;Backfilhng , t
' U *Place fill around the pipe in layers not to exceed 6 inches loose
Compacttto95%0~density~~'~o- E
*Takercare during backfill andVcompaction operation to maintain-
alignment~and prevent damage to theloi~~ Y 'nts. Keep backfill free of
stones, ftozen lumps, chunks of highly plastic clay, or other v., _,v .w,„. 4»_...,..,~ ~ d
=objectionable material.
E .,ia „ w,: ;w.,...,. ~_r.__µ .ww . ~
;"`Grade and maintain all pipe backfill areas in such a condition that Y..._... _ .
osion or saturation will not damage the prpe foundation or €er ~ d x_„_ ~ _ ~ . ~ w. ~ . ~ . rK_....,
backfill. _._f i~.~w., ~ ~......u t ...u,..~ _.~A___~_._.~
*Do not ~o-y rate heaiie~.~e .uipment direr ariypipe until,itN-~..:.,............, pe y q has been
~ro ed packfilled with a minimum 3 fieet`of ._.a„~ p p y cover. }
~ a.~...:
u

E

SHEET 3 ~F 3
ATTACH FILTER FAE~RIC
UERSTON RIDGE R~ QUIRED CURELY TO uPSTR~ aM DI SE -
NERE GRADE EXCEEDS R% SIDE OF POST W ~ - T R EABRIc 2% (~R GREATER STEE~ POST xTRA STRENGTH FIL E ILTER FABRIC NEEDED
WITH WIRE MESH SUPPORT JPPORT
~ ~ 0
~ o ova ~ ~ ~ ~i ~roo ~~Yi~iii iii iii
o i i ii ~ ~ ~ ii~ii i ~~~i i~ ~~~~ii ii ROADWAY ~ / / /i / ~ ~ ~i / ~ , i i ~i i ii i ~ i ~
~~~`%i ii r r i i ii i~ i ~ ~ Y ii ii~~ ~~~iiiir ~ viii ~'~i iiiri ~ ~ i i `~iiii ~~~iirr ~i~ `1111111!O p
iii ii ~~iiirr i r r r ~ , r ~ i O a~~ 0.1

FABRIC ~ ~ _ TILTER 4, ~ L
~ - ~j~
'®6~N...., U
,~lgrUI111 ~
~LOw
U
8` MAX SPACING Wi' h` WIRE SUPPORT FENCE
6` MAX SPACING WITHOUT WIRE H
SUPPt1RT FENCE
o~ ~ °~C? ~ ~~~o~~ 3' MAX SPACING IN TROUT cb ~ 00 67 0 o F ONE a ~~o o oho ~a~~ o~o~a~o~o BuTF_R z W ~
~ ~o°~o°°o ~0~0~`~8°o ro °o ~ o o o o`~b`~od~o~a ~ ~ ro ro~
°~d°o~ ~o°~o~o ~°ro ~ ro ~ ro ~ ~ Coro o°o 0 ~ rororo~ o~ o o roo~o V1 ~ ~ ~ C~
°~o~o~ ~ 'MIN o`~o°°0 8 12
o~o°~o`~o~o° G"-3" CCIURSE AGGREGATE _ A ~ 0 1.33 lb/linear fi STEEL POST A~ ~ 300 w ~ (1 U o
A ~ N 6 Th CK R QA D W A Y ro o~ MI ~ ~ ~o`~o~~o~'~`~o~o~b~°o~'oo z4" HIGH MAx a z'~z~ a ~ a,
ono d~° o ~~o `~o~o~a oho ono _ o d~o`~ o - ~ ~ r,~I~n ~ o c ~C~O~ ~ 0 ~ ~ °o `b PhNDi\G HEIGH PONDING ~ ~ W 0 j ~ a w=J~m
~ ~ `b X0°00 ~ ~0°000~'0 0 0 0~'0 ~ ~ ~ °o ~ ~
~ ~ oo ~ 0 °°0 0 0~0 0°°0 0 ~ ~ ~ ro ~ ~o oo~o~o rooms ~ ; ~ ~-----r W
3/4°N1iN DRAIN ROCK w
~ a„
0. ' Q
50 MIN t ~ ~~I oo~~~ W
x/24' ~ MIN x/24" MIN / ~l
I t- ~
4" X 8" TRENCH
b~liTH COMPACTED ' BACKEILL
~r-1 i~~
T'r- l~ IT Ti ! I~,I ~ 1 ~ ~
L ; , - ~
NOTES. - THAT WILL PREVENT TRACKING OR
1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDiTIDN _ _ AY REQUIRE TOP DRESSING, NG CJF SEDIMENT ONTO PUBLIC RIGNIS OF-WAY, THIS M FLOWI
R CLEANOUT OF ANY MEASURES llSED TD TRAP SEDIMENT, REPAIR AND/O
LS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLI 2, WHEN NECESSARY, WNEE
RIGHT-OF-WAY. D IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSH 3, WHEN WASHING IS REQUIRE ,
INTO AN APPROVED ScDiMENT TRAP OR SEDIMENT BASIN, STONE THAT DRAINS T
~
i
~I-~ i ~ , ~ ~ T N~TES~ NN SLOPE ,~I~TOURS -O iAXIMIZE POi~r~\G ~FFICENCY
- D _ - ~~r~~~~~ ' 1, SIFT FEi~1CE SNAL~ R~ ,LAC-C -AFTER EACH STORM EVENT AND REMOVE S DI~4ti\ ~ WN
S~T~CE,., .,;,.W.,. , w, . , Z, IIvS~'EC i AND REPAIR FEN E m ..,u.~
NECESSARY 9" MAX RECOMNt\DED STORAG ~i~n• ~ Q~i ~ A T. WILL NOT CONTRIBO T E TO -ry ~ D~~ ~r, corasT~a~c~tixa s~Ea~~,~l~~s _.,r. , m 3 REMOVED SEDIMENT SHALT SITED _ry J H
....._rv PERMANENTLY STAtittlZEli, _ SEUi~^ENT OFF-SITE AND C-~~ * Itte f3etgnt a€a sift €ence sha14 not ecead 24 rncnes. _ , Q
Sfatage ~ and pana~g neignt shad never exceed 18 arches, , I-
x~ IBS F~7'k x N. w°, € ; * lne fence 6ne shalt #aRaw the cantorx as ctaseiy as possiiale W
~ ~ a , , ,M.. , , _ . ~ $ . ~ i.,
r M . , , , , cut fiom a continuous mll to Mw, ~ x _ _ ,.,m kfpasstbia theftiterfabncstrati necessa filterctotnshah ~ .:r...,. ~ ~ o,ld lac allavaed to stay loose, ~
„,.A..•., t »y.°,~ ° 1 awxttneaseaftomt nfa _ I _ .k~.,.M~,,,, , ,~,»,..,n s Wne ~ntsare ni, - , S r i,,.........~ ' , .s., 4 . , 4 , be spt{ced anty at a suppod past v~ih a minimnr~n 4 #eet o~rlap - pe sh ;LAND GRADING FOR N€IN1~I~NG,EFtos~o~ ~ _ ailed smooth A bully~zer may run up xnotrul[edeeomp~t~xi ~orbl s create.. ~ ~ W
d cache metal past : ~ and~6otnendssecuretyfastene~~ i 1 ~ ~ ~ ...w~_.._.~ .,..__..,._.r~._._~..,_ ~ a dozer treads ~cl~t track) U and down the fill sko so ~.~g pe Pe
~ M,..,,..m,, ~ 4 ....i q~ ~a,..,. ~ * ptaftt the ends of the fence u r,,.,, ;CONSTRUCTION SPECIFICATIONS;.. _ ; . slope , if the soil rs nat too worst moves rpendreular to the ` cur ~
¢ , ..r,,~..1 .,...r .,...m.m ppraxrmately 4 vic3tes uad ~excessrve canp~ ion va ~ ~ Ot OC
' ~ ~A fr~rx.~ mnau tie e~ccavatea a ' m w 1 and 8 inches deep alongtne 1 of pasts ar~d upslape frcxrstne * Only disturb clear, ar grade areas necessary.for constnacton ~ I , " , ..w„~ . ,M lag or otherv+nse de~neate areas not to be disturbed Exclude * ° sha#l~be placed and'compae#ed rn layers not to exceed 6 ~ W F ~ p ~ All fid
, ~-~..,T,..., bamer _ ..,,p,.,...e„ . ~ , m „M : ~ S t ~ 5 Q i+ehlckes and constnrcton ui want from t
f t.~ . ~M ? ovrde a rt ra splash pas ac other au(tet protec dewee ~r ~r n a ~w,.,~, ' . ~ Q ,natural taton. ese areas presence . ~ r.._. E rmches pe ~ v k.. m , -
, ~ j any paint t~era f{nw may omrtap the seasment fence ~ucn as ~ ~ m..,. ; w ~ ~ hergift of m._ , .m ° ~ ° ° Use slope breaks, such as drversiorls, benches, or con#our fun~ows M . , .m,... i_:
- 'r ions ar swates. Ensue that Ifie ntaxrmum . f.. ..,H ~ i~~M. s naturataepress ' ..w ~ . the farce at a ratected rerr~rced outset does trot exceed 2 u *AII graded ordisturbed areas rncludin slopes steal[ be protected. ~ ~ o .w..._.. .
, „qr ~ ~ ~ j , arsd that support past s~racrng aces not exceed 4 feet. _M r"" ~ ..~i ,m..~. ,_..,,..,.,w ~ _ gas appropriate,, to reduce tf7e length of cut-and~ill sloes to Irmrt ,t ? ';during clearing and constructon rn accordance with the approved „ ~ r- ,s ~ hr~# and rid erosron and prevent gu y erosrarr ,
: , 5 - ° hen standard~trengtn fiAer fabnc rs used a mre mesa support ~eras[on and sedrment control plan un#il they are permanently . , w. Z .y w Z 3 i
q ~ .6 ' + fence shalt be#astened secweM to the ~astope ssde of the pasts _,T stabdiz.... , ~ ~ f... ; . l* , ar~lrch are to be ~getated 1~th ~ The ~nrshed cat-and III sl € .
;k' a ~ddlA~ I~,f ~~~1`• m," mre arztp ties (miry tensrk: strength of 5g ths.} TYse wrre m, I sass and legumes, should nowt be steeperthan 21 µ _,M ,m s,,.,~,~. m.~, . .
r . " 1 i snaA extend u>;o the Trench a rmn4mum of 2 inches and . gmuna surface „ . ~ ~ , . extend more than 36 srrche abrna2 fns angina ~t„~ w, shoo _ . All sediment control measures shall be cons#ruc#~ and ~g - U ~ maintained in accordance with the approved erosion ,and sediment, m.., ~,y #rac#or or other equipment should
.f.,,., , v r ~ c ~ , .r.~,.. ; Slopes to be maintained ~cont~l plan and according to thus#andards and specifications far,. mm snot be steeparthanw3l
x* , . , ~ "~lre ~sfanaard-strength Etter fa6nc stint be Zrp tted or +~rad to „ . " „w, I ~,e fence; and 6 ~cnes a# tt~ fisturc sna#f extend irrto the . _ ~ ....u ~ the appropriate erosion control practices ~ 5 z
~ r ~ ttrrench lnetabuc strati teat extend mare than 3S rncnes _ ; ..a , ~..m.__.~ . . 4 H
5 t and surface FAter #a6nc sttal! not be stapted , , shave the angora gro i ( , ~ , taexsastr trees. . _ _ _ . ~ ~ Y nchinmay require hydraseeding, hydromulching, Iftapsorl rs required for the establishment of~ge#aton, rt shall ~ta~t[ ~esngr andfo ~ pnf~ t ~-rn"straw, roan meenn techni ues, or i b 9 g q
~ ~ , s s _ _ _ _.I ' - . ~ ~.rv,.+a, rmn, m,.,.,~,._,..t~~~.y.~.,~y M~q ~qu~ T~,4~3 ~Q~~6i7i°~3 be stockpiled in the amourit_ necessary #o compie#e finished grading ~ r . rretainmg walks µ ,
, , ~ } When extra-strength Ater §abnc and cfoser past spacing are used. ,..„w. ; - ~',,~,,,..~„~,,,w„~,., supgor# fenoe may be earnmated ~ _ ' _ ,#~e wtre mesh to such a case, , ; m _ M_ti i } 6 and pra#ec#ed finm erosion dunn~ the [ntenm. ~ . ; ~ .
~ _ „ ' ~ tlfe fa#er fahac is zip tied or vviraa dsecity t~s #ne posts. Rou _ en the surface of all slopes during the constnlcton a a
~r~.~=sit ~ , M F u ..M r.. ,I _ - ~ w„ ~ * Tkie french shalt be back€ilted ana the srnt composted Doer #ne tae Areas to be ~k1ed shall be cleared grubbed to remove #rees ~ ~ , . ~ - , . „w , Eo eration to retain water, i . ~ w 1..pP~ pp ~..h establishment, Increase infiltration, and facilitate W . . ~p(9
: ~ - - ~ of ~e tftter fabric. Tnamugh compaction of the backfilk is crdrea[ to ~ . r~~ _ ~aetatran, roots and o#ier oblectionalbe material, and Stn . , w ~ _ etatro E
~ ; stt Vince perfam~ance _ _ , m ~t~~ . _ ; M.~,m , r.,.~~rv i ; iof topsoil W { I ,
w a r~ C~4AAt t~ ~~r3 ~ Least b ; H.,7 i ~ iz Silt tencas placed at the tae of a sta a snaA be set at ° ° ° ~ Seeps. or springs ~eountered during constucton shall be handled * Areas#o recen+e topsoil shall be scarified to a minimum depth of ~in accordance with appmwed me#hods f
?i~ ; .,µ~„~„x.,,:. ~.,.,~.,,~M,~^,~'~,~...,~..^.~ ""'""1 feet kom the #re m order to mcraa~e pandrng w~lume. gym„ '3 ruches pear to placement of topsorl - , y g ~ s„ .
~ . I f~~ ~ ' - ~~M? ~havesei~eedtharusef~ `,i$~kY ~ ~A daces shall ne rermaveawnan tno~ r a.~,,.,. , ~ w..~ . Veg „ , , . pl stone, rip rap,
;purpose but trot b~~etne ups3ape area has beenpea3aanentty , b, ~ „ `stabilrzadanaanysed~mentstaredbantndtnesf}tfencenas w. Y adding standards to .,_,...w_. w a~otherzg~rndrea~ras soon as rad'mro s comb eted or rfwo , All fi91s shark be compacted as required b b. , , W g _ ~ ~ ~ ,w.,.,M..
,..,w~,._,w~.r... _ been remosed. _ - ..u._... `reduce erosion, slippage, .settlement,,subsrdenceand o#her related r 1 terrupted for 21 working days ar more Its rn
~Q.M~ ~ _ , ~ ~ rr. f , _ problems Fill intended to support buildings, strut#ures, conduits #
,.:-~.w .ye FdraSPEC7i0rt ANf)MAfrdTEPdAl4~E ~ . ~~qv~{~y~ Ott , ,.1 , w+x w,.w{ w vv+.x v .n„~,xv,np , my+„t„zwwr.`MV,?,m v,aNo-~,u,~yry, ,.r,,,,.,Ap+~a~e,n,w+v...wv, yy , a a._.,. 'act shalt be compacted in accordance with local requirements or 1 „ , ' " r * Use mulch to stabilize areas temporarily where final grayling must
. . SrA fences and Liter bamers snack ba rnspected weekty and after ,,.~m,~ ~ 6 3 ~ E _ codes r aW _ .~.d.. w., _...,._..,__,,._......~.m. ~bede4ayed. ~.~_T d
f used ,each srgrrificant storm 1l2 tncn sn 24 naursl. Petry re4 ~ ttylc~+ . _ ,...,,~.,.M.T .j aks strati be maae rmmediatety _ ' 1 v. .,...v~. .w...... v.r
;.,.m.,,..,~.-,, „„<.n.,~, * :cep . . nv~µ„~, M.W,~.M a ,r,. x ~ ft reaches f/3 nei . ~ ~ ~ z , _.-.d 6e removed wn ght of t3ae pStack Iles, bomrrt areas and spatl areas shall be sh E *pkans and shah be stabilized to pre1,>:rst erosion and sediment ton
J,., , Sediment snout - - - r #3a~~.i,,,,~~,,.,~.,,..,µ.~,,,µ.,,,,M,,, k . 'fenceargrncnes abaxunum
.,a,,,,, _.,,M„ , , r; ~ - . ~ ~ the removed sedmerft snag cast~rmmtnthe exists de m..~..~..._. , .,.~.........w._..,._,.~
c„,., _ ; .~a ; ~ ! ~~egetateti orathenrnsastabrfrzed.
..m,,, _ may- ~ ~a»
J