20061955 Ver 3_Site Plan_20081028

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dbq BW~~S ~ ~ N/F ~SE~,jp I ~ ~ ~ I ~V ~
~0 o ~°~SO - LEVEL SPREADER TABLE T . ~ iANGD HARDI'pypl! 1I i I ` I \ \ \ ABLE ~ IpNGDp EpITNP~g23 II i I~ 0 N
f ~ - - / ~ 2408, / / ~ J ~ ~ R
a ~ dj / _ _
_-1- ~ a _ - ~ LEVEL D/ME! / ? ~ ~ STATION LEFT _ DIMENSIONS ~ 1,~~-~" 1 I~ ~ I
_ - ~ \ SPREADER STREET OR ENTRANCE ~ \ \ \ DEP RIGHT WIDTH (TRANCE END ~ I 1 ~ ~ WIDTH DEPTH W1DTH LENGTH r / ~ ~ 1
543 4 ~ h~ - \ \ ~
siTE ~ s , / 1-~""~
. S i , ~ r,~` +i - 1 / ~ 1 l1MBERLANO 43+0o SEE DETAIL SHE R X54 / ~ 1 1 A / / ' ~ ~I / v ETAIL SHEET 8 OF 9 \ ( , ~ 1 \
1 / ~ ~ ~
~ tip/ I 1 / o o I 1 ` / / 1 ~ o e I 1 \ ~ / I ~ ~ / / v 7 ~ Il ~ ~ ~~~1~v ,
o ~ , ~ 1 l ~ \ , / 2&3 BURRAGE 22+88 SEE DETAIL SHE ~ / e / ~ h ~ ~1) ~ / 2 . I ~ ~ / / / ~ ~ ETA1L SHEET 8 OF 9 ~ / ~ ~';1 ~ v v 1 ' ~ i v
_ C 21O V / / ~ ~ l I IDIT H ~ ~ I / `
/ I h / / I / / ` e TCH 3 ~ - / /
+ / ~ / / / / ~ / I I
/ 6 ~ A I I w ss\ / / 51 5 / 1 e~y:~ - ~1
~ / / ~ 7 15 r ' ~ \ ~ l l / ~ ~ ~ 1 DITCH ~h ,2J0 2a e of ~ \ \ /
r~ ~S~I~~ _ ~ / ~l / Drrcri 52 I ' I =o•~
~ ~ ~ / \ \ I ~ - / /
R~ w~ V~~ ~ / ~ ~ t8a J 1 I Z o0 W ~ I I / / l i trop is ~ ~ ~ l ' + r I ~
I 1 /TRAP 2 ~ ~ ~ / - I \ ~s-- I ~ _ t I / / DITCN,3a/ 1 , ~ J
~ ~ - / ~ I 009, l /~i
k ~ , - ? / ~hF~~'""""' b
s,~0 ~ - 6 ~ / , DITCH 5 I o,~ \ I I / , ,f wi T tk / ~ I ~ ~ / ~ ~ / I ai I /
s^ ~4~~ / ' ~ DILCH 7 x s,., / I \ I I I r/ N/F iNY Y t ~ ~ / ~ i v.---. J - RO ` ? / / / pW \ fib: \ -y / / N. DC OdE D THE / % ~ ' / / / ~ 1 ' r 1 A
t s v ~ h~ eA / ` / I / \ ~ ~ ~ o. v / I ~ /JONN50 LINDA L 607 po ~ ~ _ ~ - 0 G ~r v / - ----~6' ~ v. I I / C/ 56, P ,t ~ ~ / / / a ^ _ !DvTCx 3D ~Sn9 i''~V 1 ~ LEGEND
36 63 \ ~ ~ D6 4 / ~ lJ o o ~ UTrCH~ / / ~ \ 6 t 0 0 ~ ~ ~ r 1 e SIN ~ ~ ~ II / , / / / / / ~ \ i
v ~ , y ION L ~ I ~U / / 0 N
/ \ RAN / ~ I r. ~ v ~ ~ ~ ~ 0 / / t J + , ~j~ I \ 0 0 0 0 0 0 N~c coo DiTai ur~R r. . .
/ \ 63 ~ ~ ~ HEA / / ® ~ ~ i ~ L r ~ / / ! 1' ! \
i~~~ea~~-// DlcrT 5 ~ w ~^~~o~ / rrcri l ~ 6 6 ~ 1 1 + (re I ~ \ ~ cR~ss uNER
0 ~ / \ + ® 04 ~0/ n//i~~jQP~O~,J/ ` [..BBy ~,~i`N 34 / 6~ / ~5 ~ ! 9Q lI. 11 \
/ °Q~~.' ~ 82 I STRAW WITH NETDNO
/ ~ MIN. 1 DEPTH \ / ~ ~ ~ / I ~ \ v l ~ / J ~ ~ oi~cH 3z ~ / ~ ~ i i i~ 1 ~ ,
~II'' . r ~ h _ 9/ / 1F> I ~ ® SILT iENCE ~R ENT / lad \ a DITCR 35 R~s~t,1 s yl lI i i~
~ ~A / ~ / 4 \ •~9. \ / Q 1 / / , I I I MBA ENt / \ ~ r DITCH / 1 / 0~ t>Z 'P UN~ ~ 0 ~ o000 6 ' I
3 WIDE 80TTOM \ / \ arcH ~ - _ _ / ~ ~ I e~ \ ~g~ ~ J I ' ~'~'I ~ ® TEMPORARY SEDIMENT ntAP
\ ~ ~~\~i~~~o~~T ~lll'~irr~.z? ~9~ Il 'i1!'/~ i vnn~s~.ES~wE~R
I ~ \ \ ~e4y `NCH 33 p ~ 1 1 I P ~ ' ~ ~ ~ ~~oic~.os ~ ~JI ~ ~ / 1 i,~ ~ ( ® NLE~ RolECnoN
B4- i i 2- ~ 1 I x u spy t 19 r ~ O 1 / t I ` I o ~ .F - -?~'.G~ / moo. ? ~ r _ \ I ~q J~' ' O~roro O. I ~ V I -~-`j_-I-- J ~~9 \ ry o I I I i'' ~'rl I ® OUTLET PROTECnON
dlTi i +I - / ~ / ~ ~ 1` i t~ H 1. 00 t
i q9 / / ~ i \ ) ` I ~ ~ ~ A,1 1{51 I 1 1 i ~ ~ 1 1 ll ~ ~ ~ ~ v~ ~ s~~ o ~ ~ \ ~g2 I ~ I~ Il }
1 6 , e I I ~ ~ ~ 17 ~ ~ I r' i ~ I ~ - TD - TEMPORARY DIVERSION
i 1`1` / 1 i / , t 16 ~ rRAP,6'\ 5tli I
~ ~ \ q / / I 1 C / . ~ / , / ~ TCH 45 ~ v ~ I ,1 ~ ~ 1 Of ~ DLr H 57 \ ~ 1 1 / ~ ~ ~ I~ DITCH 4(~ ~ I ~ --D`1LC1i57\ \ ~ TRAP~18 I 1 I l'li' I p~ _
/ I 1 ~ / ..:T ~IQ I 1 / / / ~ r P 71 T P 7~ ~ I ~ - LEVEL SPREADER
N
~ \ 1 1 ~ / / - 0 f,/ ~9 / ~ ' I v~ o00000o TEMPORARY CONSTRUCTION \ ~ / r'r~ ~ ° °o0oOO0 ENTRANCE
UV ~ 6t _ / / 50 N / C,1 ~ ~ / l ~ p,,, I ~ DiTCH11 ~ , / TRAP 1~ TRAP i 6 / 1 m J , 0 ~o ~rrcH~~ i , ~ , / i ~ ~l ~
0 0, , ~ ~ 1 II / / _ 5p'T DITCH 26~ / 1 t r \
~ II ° / / R ~ ~ ~ ~ ~ , ~ ~ ti16/ A ~ ~ I ° ~ ~ / ~ / 1 AP 24 ~ f ~ ~ ~ I I. _ / 0 i ~ I J I'3I~. , o . _ ,CHECK DMI
"C ~ \ \ ~ ~ I DITC 41 ,dn / l l -16 ~ ~ / `~t Q r ) 1~k ~ ~ / /i ~ ~Oircr+ z5 ~ ~ I ' f ' 1
_ \ \ I t~ o~~ ~ 1 Y ~ z o0
\ ; ~ y~ \ ~ I I'x o ~ / l/ TRAP 23 ~ N \ ~ ~ ) + I /~wu 0 id I I I I I ~ ~ ~ / / ~ ~ I / I/ \J I)
~ ~ I t / / , / l ~ / ~ ~ ITCH 49 , ~ l ~ t 1 9" I ti ~ ~ i II ~ ~~QJ~e~i ~ ' ~ ° I 1~~ J
~ti ~ - I l ~ - 60 / / / 1 6 ~ ~ v rs~'` / / / ~ e ? \ \ / ~ p~o~ , / , / , 16,- ~e soy ; / ~ , _ 1
l / ~ D H 24 ~ ~4P / ~ q5 , i ~ l ~
\ P / / .qy / / / . / s~.m ~ ~ / / / / 1 0 / ~ ~ ~
t / . l DITCH 48 i / ~/p~W 'U~j 'C~' / ~ / N"'~ \ / ( ~ ~ 02 / / I ~ , /o ~ ~ - ,
/ LL'" / / \ / / 7~-`~ / ~ BflfF?P ~ / / ~ mow- -S n4,V a5~ / Q,, / S, O / o 'OT / i / / / ~ r 9.5~ ` / ~ ~ / I ~ ~ / i ' ~ ~ v.
e ~ / / ~ / / 1 4 I ~ A A 1/ ~ ( I "TRAP 27 I , / 4'~ / ~.(c9 'i~~ l 5D,
l / / ~ / ~ / / I / ~ / ~ / i° / , D!T I22 I / ~ DITCH 23 j/ 5 O~Q ~ 64~ ~ I, I ~ / ~15~0~°~`'~- ~o ~ / \ RAW
/ ~ l l ~ l ~ ~ / / f / ~ 7 / ~ ~ ~ i i _ ~ l TRAP 25 ~ ~ ~ I ~ / \ a~° i~'-----~ %
/ - ~ l l l ~ ~ DITCH 42 / ~ / ~ J ~ ~ I I ~ .6 ~ ~ ~ it ~ 6~` I ti96 ~ e~®o`, B-B 7.5'
/ ~ \ / / /y' ~ ~ ~ r/a/Fr r/o%rT ~ i/YnT 2~2j ~ 4 ;ja
~ • ~ 9B ~ RAP ~8- / / ~F / ~ I 2~ ~ M~ • i
/ /i / / / 1 1 e / , ~ ~ / ~ f / / / k / o ~ / / 5 / / / / I e~ z5k F-" ~ o ,3 DITCH 21 ~ ~ d e 6 / ~ .5• ROLLED TYPE + o / ~ 8° COMPACTED ABC AND 1.5" OF SUPERPAVE S-9.5A ;j.
• s.~ D~ I 19~ / \ PUBLIC STREET GUTTER -SEE / _ i J / / / / , \ ~ \ \ DETAIL sxEET " ` '
/ ~ \ / / / 1, - z
\ \ \ \ \ \ ~ ~ ~ . ~ WATER / \ I / / / i a i ,~~~~'/i ~~v~v Ttimberland 46f25 ~thru 59+50 r ~ y, / / _ ~m ~ ,9 / , , / \ ~ Pools~ide 74+50 thru Ennis Farm 77+75
\ IMPOUNDMENT . ~ , I '2i• / r
1 ~ / 05 1,~' o~~ ~u((5~ / ~ ~ ' / ~ \ STFpyFNSpN \~F ~ ~ ,y
\ ~ 1.. ~ r ~ ~,~c e o/ \ \ \ \ ~ \ \ d / 2 ` fJ l ! ~m~ti / '/i ~ ~ \ ~e zs;FRSQCa Tv uFe 4 ; „v
l ~ \ ` \ ~ ~ ~i^ \ ~ ! 163 ' E ` ~ / \ ~ ~ ~T /I! l / \ ~ Goo / / ?/~c~'" \ \ ? pct°p ~rFF£sr ~ y
I~ l ` ~ / , , ~ , ~ \ ~ \ TEMPORARY SEDIMENT TRAP TABLE
\ \ ~ ~ _ J i / / ~ ' / P p v~ ~ ~ ~ s' ~ ~ f ~ 5g ~ ) / ~ ~ / A. A ITCH 50 ~ ~ w lTC~19 (1YP
/ / / ~ ~ cry` \ \ ~i a / ,5 / ~ ~ ~ ~ D! N 15 I l / / I dal ~ \ ` TRAP STATION LEFT TRAP DIMENSIONS
\ ~ / / \ _ J~ ~ `~=ice-i / \ TRAP 11 ® ~ / / / / / / / ~ o 0 0 / .~'j' I ( / ` # STREET OR L WEIR
~ ~ / ne\` / . ~ F~~~~~ I F ~ E ~ RIGHT LENGTH T 4 O ~ ~A
CULVERT DETAIL TABLE ~;9, ~ ~ / ;~,p~~\ \ ~ ~~RAP 13 / / N/F N ~R ~ ~ / 162 ~ r, / / / /
L~~ ~ONPG Bg6 ~ ~ / \ / / ~ / . OUTLET PROTECTION sF~ 09~ ~ / / I ~ / / ( ~ Ii / / ~ENNI~ok i ¢GY ~ 5 1 TIMBERLAND 36+40 L 21.5 43 4 4 I + l l I DB i~B ~ 2 TIMBERLAND 36+40 R 21 42 4 4
VERT STATfON LENGTH D/A PlPE END SLOPE D8 29 ~ - _ DITCH 13/ ~1 a DITCH ib / / / I C(JL TypE STONE / ti o STREET (ET) (!N) TREATMENT (9) . - ~ / I ~ ' - _ o ° 1 ~ / ~ 6 j ~ JJ J ~ 5 TIMBERLAND 42+30 L 20 40 4 4
fT f7 FT CLASS _V- / / Sp,~- RAP 12 5g / x / - I o ~ 1 1 ( 'i ~ ~ \ I 6 TIMBER N ~i x ..y/ ~ , \ I / 1 / LAD 42+30 R 10 20 3 4
.50 P FORM HOLE / ~ 1 i ~ ` ~ \ \ ) 1 I ~ 1 5' / ~ 1 TIMBERLAND 44+83 44 18 RCP FES OUTLET END 0 e s ~ ~ \ I~ l J 7 71MBERLAND 45+00 L 23 46 4 4
~ / V ~ \ 1~ ~ V ~ ~ / RCP FES INLET END 5.68 , -f 0 i I ~ ~ , 2 TIMBERLAND 44+83 44 18 - / a o~`l ~ ' - - ~ CRAP 10 \ i 1 \ / e `l ` ~ \J \'~p'~N ~ J 8 TIMBERLAND 45+00 R 20.5 41 4 4
MBERlAND 46+22 50 18 RCP 8.02 - / 3 ll / \ ~ / 'ox \ / / \ / ` ~ / / ~ \ ~ ~ ~ / \ '~r 7~ 9 POOLSlDE 10+60 L 19 38 4 4
46+22 35 18 RCP 0.51 / / ~ / ` ~ / °o ~ \ . \ ~ 10~ u ~ ~ 4 TIMBERLAND _ _i / ~ / i / JDNN NRIF / i ~ 91~H~~ . 16g \ \ 1 ~ / / / \ \ ~ \ ~ \ ~ 10 POOLSIOE 10+60 R 22.5 45 4 4
~ 5 TIMBERLAND 46+94 72 15 RCP 2.14 / SEpI EAL~' P~ 836 ~A / /F ~pTT ~ \ \ 1 ~ 6 TIMBERLAND 47+27 48 15 RCP 2.04 - i~ ~ ~ \ \ 11 POOLSiDE 11 +00 L 13.5 27 4 4
Q 2.87 ~----5--~g09, A / ~N~50N~ 2 ~ i I ~ ~ A ,A ~ / Z 7 TIMBERLAND 48+60 166 15 RCP / ' - ~ ~ \ \ \ \ 12 POOLSIDE 11+00 R 16.5 33 4 4 6
4.79 DB ~ \ ~ ~ HpFORD,g26, PG 5 v /p. ~ I I ~ ~ \ / . , ' ~ 8 ENNIS FARM 16+94 42 15 RCP ~ ~ ~ \ \~~3 13 POOLSIDE 13+00 R 17.5 35 4 4 1 \~y\,~• 14 POOLSIDE 13+00 L 11.5 23 3 4
O ENNIS FARM 16+87 36 15 RCP 0.50 _ _ I J 1.62 ~ / I \ I ~ \ ! 15 ENN1S 22+75 L 17.5 35 4 4
~ 10 TIMBERLAND 49+57 39 J5 RCP _ O TIMBERLAND 49+59 35 15 RCP 0.51 - - \ 11 ~ I ~ ~ • p \ ` TYPICAL ROADWAY SECTION i6 ENN1S 22+75 R 2D 4D 4 4
~ ENNIS FARM 18+28 134. 15 RCP FES INLET END 4.9B _ _ N/~~ (~j n / 17 ENN1S 23+25. L 14.5 29 4 4
FES INLET END 4.49 ~ I ~ / G7 W 73 ENNIS FARM 18+21 134 15 RCP \ I A ' -v I ~ ~ ~ / / •'0 Z TLET END 5.44 24 14 2 1 - \ ! ~ / '''4 0 1gg / NR q6 l v o~ ~/VV~ 18 ENN/S 23+25 R 17.5 35 4 4 ~ 5TDt33'2gPD ~
p 14 POOLSIDE 13+55 94 18 RCP FES OU / L ~ \ / ~ I I TRAP 30NO.'o ~ 15 POOLSIDE 13+55 44 18 RCP 0.50 ` / L . / ~ D6 ~ 19 ENN/S 27+64 L ]5 30 4 4
/ / / o ` H56v~.Z ~ \ \ ~i DITC CA / W 16 POOLSIDE 14+46 93 15 RCP 5.44 aD' ~ 20 ENNIS 27+64 R i8 36 4 4 / RIGHT bF WAY r
o i ~ / , ~ 17 POOLSIDE 14+46 35 15 RCP 0.50 I / ~ D• 21 TERA RIDGE 3+59 L 19.5 39 4 4 \ ~ 8' 0" 20.0• PAVEMEM 6' S' 0• 3' 0"
18 POOLSIOE 13+32 22 15 RCP FES INLET END 5.44 I L / \ 6/ i~'~6~, / j~ o ~ t y..~~ ~ 1 ~ '/~6"~`~ / DITCH 55~ ~ ° / / sHOU~oER snouEOE DITCH DITCH 22 TERA RIDGE 3+59 R 21.5 43 4 4
3 P001SIDE 13+33 22 15 RCP FES INLET END 0.50 ~ 19 52 24 RCP FES BOTH ENDS D.50 12 8 2 B / ~ ~ ( 9Z .60' ~yPONNB / / r~ 20 TIMBERLAND 36+50 / 23 ARCHIE 3+22 R 25 50 4 4 , i/a"/FT. i/4"/Fr.
A ~ 2' ~ \ O 21 TIMBERLAND 42+44 52 18 RCP FES BOTH ENDS 0.50 6 4.5 2 ~ , / ~ , Min 6:1 SLOPE ~ • T a ~ 3.1 3.~ 24 ARCx/E 3+22 L 17 34 4 4 / N/~g 8' COMPACTED ABC STONE AND 1' BOTTOM 25 BURRAGE 22+87 L 23.5 47 4 4
B 1 i / 2 ~ m. ? 22 ` POOLSIDE 10+81 60 30 RCP FES BOTH ENDS 1.50 20 12.5 2 / ~ ' ~ ~ .d / / ' ~ MCK~N~J~i PD 1T Max 3:1 SLOPE tACAL~RESIDE TIAL AND CO IEIFCTORSROAD 26 BURRAGE 22+87 R 23.5 47 4 4
~ ~ 23 ENNIS FARM 22+88 52 1 B RCP FES BOTH ENDS 0.50 6 4.5 2 A , ; .v / / , ~ ~ ~ / uu ~ 0~ / O ' ~ / 27 ENN1S 18+50 L 13 26 4 4
~ 24 GREY HAWK 0+23 76 18 RCP FES' BOTH ENDS 0.70 6 4.5 2 A / / ~ \ ~51U \ ® 2 / U 48 RCP FES OUTLET END D.50 24 12 2 B / \ 25 TIMBERLAND 43+60 48 / / / \ \ 28 ENNlS 18+50 R 15.5 31 4 4
r`- Z t 2 \ ~ 29 .GREY HAWK 0+50 R 12 24 3 4
_ ~ v .v **NOTES** 7. PIPE LENGTH INCLUDES PIPE END TREATEMENT I ~ 30 GREY. HAWK 0+50 L 12 24 3 4
SEE EROSION CONTROL DETAIL SHEET FOR w 2.
~ SPECS ON INLET PROTECTION rc r \ \
' N _.1 . nnewer ov. m. rr ,~.,r nnn ir-nr.
C,t_!t V : rnvL/ cL,r.
REV. NO. REVISION DESCRIPTION DATE ENGINEER ,a~S~iwr~0;~ ten" 1 AWH ~SSlp,9a~ ADDED NCDOT INFO 06/16/08
0 2 REVISE AS PER NCDENR COMMENTS 07 08 08 J~ ENGINEER.- RLS C_-Dm 0 S DEVELOPMENT
3 REVISED AS PER NCDWQ COMMENTS 09/03/0 8 SE>'~L 9 - CNRON
b REVISED AS PER NCDWQ COMMENTS 10 24 08 2 2i43 = LAND SURVEYING ENGINEERING LAND DEVELOPMENT CONSULTING MAPPING c SHEET TITL SHEET TITLE. PHA SE 3
DATE: 1023C WEST MARKET STREET - PO BOX 1401
U /~~~V aaN 1lYnan ,nQ _ f V I,~J ~~J V EROSION CONTROL HORIZONTAL SCALE: VERTICAL SCALE.- DATE. MMMlr-WG # SHEET.•
SMITHFIELD NC 27577 PHOIVE. 979-9,34-3490 a r~anui~~ ~ 1 "=100' N/A 05129!08 08-02B 1 of 9
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v v v v v v NAG 0350 DITCN.LINER
~ ~ ~ I
- ~ 1 1 ~ `v I / I ~ I ~ ~ GRASS LINER

`l0\ \ ~ ~ ~ \ ~ ~ ~ ~ ~ I .STRAW WITH NETTING
C S/lT ~
l l ~ l EF ~ / ® SILT FENCE
6 4 ~ ~ ~ `1 \y \ ~ ~ ~ TEMPORARY SEDIMENT TRAP
~ ~ c ~ ~ ~ ~ ~ o ~ NSTRp v ~ d ~ s VATH eAFFLTs
5,3 ~ FN TR N 3 qN 7.3 i
6k / o ~ 9ok~~ \ / ~ INLET PROiECTiON
0 0 ~/T c ~ o
~ o o . ~ ~ - ° \ TEMP i ~ - ' ® outl.ET PROTECTION
~ o o ,I ~ ~a T ~~N / ! - T~ - TEMPORARY a4ERSION
6 ~ - ~ O \ ~
1 ti N~~ ~ ~ . ~ 2 I I
w ~ i~ ~ ~ ~ _ ~ ! LEVEI. SPREADER
~ ~ 6 \ ~ ~ ~ ~ o~'~. ~6oX Qom. 76 ,
\ \ u;c;ooo TEMPORARY CONSTRUCTION ~ \s ~
~ D 0 0 0 0 \
N ~ ~ i _ _ n -
_ 'A- - ~ 1~ CHECK DAM
_ , \ ~ \ \
_ , N ~ ~ N ~ -
~
~ - - y- - - - ~ 9 75
\ ~ ~ 1 ~,x~~.N
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~ ~ II 78.2n' II
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~ N .DATE ENGINEER ~~t° ~~1 ~qR CLlENT.~ REV. N0. REVISION DESCRIPTIO CLlENT.~ PROJECT.
nnn~n ~irnnr i~i~n 06/16/08 ~_tl~,.n~.,,,.,owV AWH p' J td 1 G,l ~l ~L~I ~ "mil w~ ,t
REVISED ASVPER NCDENR COMMENTS 07 08 08 0 ®Q~tiS~lpr~'r<; 11 v 1 v li k--" A t/ t JL JI <"L/'Ul a k-/ ~ u l v:~ ~o J. v 9 ?J?J1 L~ !J llfll2j v LL X 11'iLl q k 1 AY - 1 KYAY l V
p 2 ENGINEER: 3 REVISED AS PER NCDWQ COMMENTS 10/24/08 » 2
b SEAS LAND SURVEYING ENGINEERING m LAND DEVELOP~~~1'..NT CONSULTING MAPPING c 21094
o SHEET T SHEET TITLE: PHA k'STY, 3
a 9 . fi c, 1023C WE_ S MARKET STREET 0 BOX 140 DA TE:
)MITHFIELD IBC 27577 PHDNF: 19-934-3490 HORIZONTAL SCALE.- VERTICAL SCALE.- DATE.• DWG SHEET. EROSION CONTROL --12
un 1 50' NIA 06/09/08 08-02B of 9

w .~i ~ ~ ~ ~ Q~
~ I ~ _ o~, / ~ _T ~ CONSTRUCTION SEQUENCE
0 l ' S6 j 0~ = 0~' / ~
~ ~ o / 769 ~ ,~2,, ~ l/M/T / ~ ~ Q y~ _ ~ 'd S pF ~ ~ ~ Q f
p/ST ~ ~ P F - 1) Install construction entrances
~Ra ~ 68 ~ o . o o ~ qN £ i ~w3ndd ,oz ~ ~ ~ 2) Clear only enough to install Temporary Sediment Traps 5
SR ~ 5 0 0 11 thru 8, and seed & mulch immediately..
S1TE v / IH o ~ / r ~
n , T ~ ti 1 3) Install Culvert 25 as per "Construction Sequence for Stream
54 ~ u S . Crossing"
~ ® n 4) Clear only enough to install Temporary Sediment Traps 1-4
~ ~ co ~/T / 9-30, and seed & mulch immedr'ately. Sediment traps,
~ ~ - 0 o y S o Q.Q 0 y ~ i R_1 0 - ~ , Nc 2/0 67 o~ . o /
~ o Z ~ N ~ ~ ' diversion ditches and all other erosion control measures will be
35 / , ~ ~ ~ ~ 21 ~ , / installed as the road is built.
\ d 0 - ER i ~ ~ T t, i i ~ 5) Clear only enough to install the silt fencing; check dams
~ ~ ~ / 1 / and temporary diversions, and seed mulch immediately.
ITC ~~A ~ ~ TE~, 6) Install level spreaders, check level spreaders at the end of
S ~ n, ~ , ; b / ~ T i ~ ~ ~ \ ~ ~ ~ /
~ ' ~ - Na ti i F _ _ 2 ~ Nl V~~FNl each workday and after every 1 " or greater rainfdll event,
qA \ ~ O ~ I repair if needed.
. V \ ~ ~ ~ _ RIA R~Aw 7) Grade roadway to install storm drain pipes, instal! and
\ ~ S i 64 ~ BUFF 66 ~ ER
1N3W3S \ LEVEL / ~ , ~ 7 ~ ~ _R maintain inlet protection around each storm drain pipe. Install.
dNid~O ~ READER # 1 ; ~ ~ - ti ~ - ditch liners check dams. as road side and outfall ditches are
~ - ~ ~ ~ . , o ~ ~ ~ ti , ~ o ~ , ass \ built.
APPROX LOCATJON c~? \ s ~ • ~ ~ ~ 8) During construction of the storm drain and at the end of
C ~ ~ T y£ \ ~ i o \ OF WETLAND LINE Ck ~ ~ i ~ •p \ - - - 0 \ /
- qM - ~ \ ~ of Ov 's \ each workday, the pipe inlet shall. be protected as shown on
- y ~ ~ ~ ~ ss ~ A _ ~ ~ ~ p , s \ the Erosion Control Detail Sheet.
9 / ~ RP / - ~ S/tT ~ ~ ~ ~ g ~ , ` F£N 9) Ground cover must be applied to inactive disturbed .areas
n ,o~ ~ / within 15 working .days or 30 calendar days;. which ever rs
ane - ~ ~ ~~'O V ~ -
~ N'O ~ / ~-o v ~ i ~ °n°° n Cn O ~ ~ -O shorter, on temporary .areas; 15 workings days or 90 calendar
days, whr'chever is shorter, on permanent areas; 21 calendar
- ~ 50' ~ c~sm~ ~ RIPARIAN \ r ~ \ ~ ~ ~ ~ i days, on exposed slopes, and 15 working days or 60 aa/endar
- ~ ti tr° BUFFER 1: Z ~ " ~o ' T~ r - S ~ days, whichever is shorter in sensitive .watersheds.
~ 10) After streets are paved and the site stabr'lized and
~ F£NC£ ~ - 4,
- n / ) T' i ~ approved by land quality, install the scour holes and the
Iii ~Sitkkk ~ \ ~ aana ~ ~ Temporary Sediment Traps may be removed. After temporary
. \ - ---.ice C7V Q ° ° ° o sediment traps are removed, reshape the .ditches, install ditch
• ~ ~ \ o nan iii I ' o o~ ~ n~a O O liner as shown on -plans & seed anal mulch immediately. Inspect
I Q ~ JQ~ ~ ~
'ik kkk k• ~ e ~ Q 1 level spreaders to be sure they conform with approved design.
1 c, ~ P 7 ~ ~ 11) Temporary Sediment Traps and inlet protection measures
r ~ shall be checked and .repaired if needed after each. workday,
. / ~ ~ c~ / ~ and cleaned out after each major rain event.
~ o c; A _ ~ ~
~ - R ~ rio
_ - T ~ ( ~ - A T ~ .9~ p N ~ - ~ / SEE EROSION CONTROL DETAIL SHEET FOR MORE GENERAL
/ O °p°°p ° D I ~4 ~ ° ° ~ F N ~ \ t~ r (Q a n ° £N V SEQUENCE INFORMATION
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Sf 9 i ~8~ J , Cx _ s ~ RISE PROPOSED ~
\ ~T i, O F£ - ~ 1 ~ N ~ si P
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\ \ 7~ T E , b . , ~25g Ba ~ P ~ i / y ~p 00 2 , LS 60. i t ~ , / RI ~ PROPOSED c ~
\ ~ Op l / of ~ ~ ~ ~ / ~ N ~ 59 2 t® , ~ 8 59 ~ ~ ~ 1 ~ i ~ 9 ~ ~ 5~ D ~ ~ ~ n ~ N~`S, P~~ ~ N~ CU~ER ~ CHECK DAM E E
/ PUBLI T ; i ~ i C I ®r/ ~ I / q o, 50 , PAV ~ ~ ~ I ti 20
~ \ S S9 ~ ai 259.9 ~ / T ~ s~ oJrcN ~ ~ ~ ~ ~ /T ~ ~
Exisrrrrc
a \ L =102.17 ~ ~ D ~ 2 ~ .J' , , ~ ' ti ti ' ~ g 3 G STREAM
~ 5 5 0.00 K ' ~ ~ , \ ~ ~ ~ er os l fl-._ l/ ~e~30~•~~ PUMP.
6„ w CB17 ~ ql ~ \ , WL ~ _ =36. 0 ' ~ ~ / v, , - ' ~ G, CB8 , END - . _
. ° j 6~ AROUND
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- ~ o ~ s wt~ s we ~ s we ~ " L 6~ PLAN :VIEW
D - /T ~ N ~ -16 ~ ~ rrar+ ' WL ~ Dl 15 / SW r ' CB9 6 6'~Yt
o T ~ '9A / ~ ~ T/ ~ ~ -73 END o~T 7 95 COFFER DAM & PUMP
\ \ o ~A 2 q~ O/ O . ~ o f \ T /T ~ ~ _ , r o \ , / c c i / cy 2~ AROUND: LAYOUT
T O /3\ y 6 yq ° o' O/ \ w£lR \ /9 P Rp l~ / ~ v T~, TjT,
/ / pT ET ~ . ~ / -9 p 1 OF (ry N ~ ~ r, ~ 2 \ ~ 59 p p ~ /
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\ 60 _ Q - / / ~ 197 X98 N~FOAOS RP SR 0
57 a \ /
~ - - _ , a ~ ~ ~ ~-~~~~cx - CONSTRUCTION SEQUENCE FOR S7-REAM CROSSING VET P
\ o' - - ~ ~ DRAINA E , ~ / ~ i i~
\ ~ ~ ~ ~ ~ EN , ~ ~ c~ I i~ ~g e INSTALL TEMPORARY SEDIMENT TRAPS AND SILT FENCING ADJACENT TO STREAM
w ~ Z~2 - ~ ~ Cp i ~ ~ CROSSING. TRAPS MUST BE OUTSIDE OF WETLANDS AND 50' RIPARIAN BUFFER.
\ \ ~ z
~ \ ~ 2~ BB ~ ~ \ ~ ~ ~ ~ ~ i / ~ / 2. ROUGH GRADE AND ESTABLISH SITE DUTSJOE RIPARIAN AREA.
w ~ ~ c~ ~ , 2 ~ ~ 3. INSTALL COFFERDAM UPSTREAM OF CULVERT. INSTALL ROCK CHECK DAM. DOWN
~ ~ ~ , ~ STREAM OF CULVERT.. WATER MUST BE PUMPED FROM IN FRONT OF COFFERDAM TO THE
oo ~ ~ s/GN ~ ~ / ROCK CHECK DAM, WHILE CULVERT IS BEING INSTALLED. INSTALLATION MUST BE
EASEMENT o ~ ~ COMPLETE IN ONE DAY.
TYP; o,o ~ 4. INSTALL APPROPRIATELY SIZED ENERGY DISSIPATER ON OUTLET OF PIPE..
o ' 0 5, REMOVE COFFERDAM..
6. SHAPE UP STREAM BANKS, ENSURE THAT SILT FENCING HAS BEEN INSTALLED. DOWN
0 , i . SLOPE FROM ALL DISTURBED AREA.INSIDE THE RIPARIAN. BUFFER.
Z O . _ - - - -r~~ 7. IMMEDIATELY SEED AND .MULCH SLOPES AND ALL DISTURBED AREAS.
W - ~
~ o~ RAWN BY: T: N GAR ~s o ,r CLIEN CLIENT: PROJEC l:•
~ JS(ON DESCRJPTJON DATE ENGJNEER 0~0 REV. N0. REV t~mm,BOmo-nmmy~ ~ r ~ 6i N o m m 9 AWH r
~ ADDED NCDOT INFO 06 16 08 ,ggJ C
0 2 REVISED AS PER NCDWQ COMMENTS 1U 14 uu" ENCiNEER
SEAS- 3 094 LAND SURVEYING ENGINEERING LAND DEVELOPMLNI CONSULTING
2 i MAPPING m 2/ SHEET TITLE PHA SHEET TITLE, SE 3
1023C WEST MARKET STREET - PO BOX 1401 61~1~° Dare
EROSION CONTROL HORIZONTAL SCALE: VERTICAL SCALE.- DA TE.- DWG SHEET:
7/ PHONE. [phone] d~• IWITHFIELD NC 275 1 50' NIA 06/09/08 08-02B 3 of 9

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REV, N0. REVJSION DESCRIPTION DATE EN C "~~F oRawrv BY' GINEER ARQ ~,a ~ 1 ~ ~°~°~ro~~ > CUENT.~ CUENT.~ PROJECT.
ADDED NCDOT INFO 06 16 08 ~ 0 ID ~ AWH o REVISED AS PER NCDENR COMMENTS 07 08 08 _ ~e,Lp
- o f~ A T ~ ~ T ~`I ~ lila ~ ~"'T T~C'Y T~1.~ T !'Y s-' rv rv T
LL - 70 3 KEVISEU AS NEK NCUWQ COMMENTS 10/24/08 p r Y E, ENGINEER.-
SEAL 214 LAND SURVEYING ® ENGINEERING ® LAND DEVELOPMENT CONSULTING ® MAPPING III LNG
(7-1 -Is
°~;~GIN,~° 0 ' DATE 1023C WEST SHEET TM MARKET STREET _ PO BOX 7407 SHEET TITLE: EROSION CONTROL HORIZONTAL SCALE: VERTICAL SCALE., DATE DWG SHEET -
SMI THFIELD NC 27577 PHONE. 919-9J4-,3490 y~
1 50' N/A 06/09/08 08-02B 4 of 9

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'
�
- `
` TYP` SIDE
SLOPES JH:[V
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SEDIMENT
REB/0'_-_-
�
^
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'
SEE TABLE
'
`
`
CL
^
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�s
R RAP NED
OVERFLOW WEIR
SEE TABLE
LEVEL MIN. 3 -INCH NCDOT #57 STONE
SPREADER WITH 8 OZ NON WOVEN GEOTEXT|LE UNDERLAYMENT
CREST-\ 6 TY P.
F 3' (TYP.)
0 a C) r
INSTALL EROSION PROTECTION
TO ALLOW FOR SMOOTH
TRANSITION WITH DOWNSLOPE
1. 5' TY P. GROUND SURFACE
N CENTER
�__' ----4@ 9^
ON CENTER
LEVEL SPREADER CROSS-SECTION - SECTION A -A (TYP.)__
NOT TO SCALE
BYPASS
FLOW
Of M190 In
TRAPEZOIDAL BYPASS
CHANNEL
INFLOW CHANNEL
9
.FOREBAY/ FLOW SPLITTER/
SPREADER ABLE
LEVEL
11
J_|NCM LAYER
NCDOT #57 STONE
EROSION PROTECTION
SEE DETAIL
° 4 11` '
^
717-1
'
~ |�U�| ��������� �\/�T�k� _ TY�|/`�| �|�N V|�VU
�_�_v�_�_ SPREADER .�/.�/�_/v/ TYPICAL /`�'`�_ / �r`'v v/�_v,
NOT TO SCALE
�
REVISION DESCRIPTION DA TE ENGINEER DRAWN BY:
REVISED AS PER NCDWQ COMMENTS 10/ 4/08 7
SEA
94
DA TE.
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ELEVATION VARIES
COINCIDENT WITH
TOP OF FOREBAY
INVERT,-- ELEVATION
ELEVATION VARIES
COINCIDENT WITH
ELEVATION COINCIDENT TOP OF FOREBA/
WITH INVERT OF ELEVATION
BYPASS CHANNEL
LEVEL SPREADER
CAST -|N -PLACE CREST ELEVATION
CONCRETE FOOTER
�EE DETAiL ~LEVEL SPREADER
INVERT ELEVATION
|
|mvsx| sEU|WLN| |
FOREBAY
MI I :I I
PVC LEVEL SPREADE
FEEDER ORIFICE 12" TYP.
SEE TABLE
04 0
CENTER
W1 I: LI I E, E, LI I E, LI I I I I ... I 11-1 1 1
SWALE UP3LDPE
OF LEVEL SPREADER,
3' VV0E, G^ DEEP
SECTION u_`
NOT TO SCALE
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LAND SURVEYING m ENGINEERING m LAND DEVELOPMENT CONSULTING w MAPPING
YU73/" WEST MARKET STREET — PO BOX 140 1
SMITHFIELD, N^ 77577 A0N_. 979-9,34—,3490
All 1101, Q N. 5
Figure 84
Typical preformediscour hole layout and components (NCDOT 2006)
IRMtWIEWSOL
SQUARE PREFORIAED REINFORCEMEW MATTING
SCOUR HOLE (PFSH)
SEEDED WITH VEG1,7ATION
SHOWN FOR CLAPJM AT INSTA�_LA11014,
Figure 8-5
Preformed scour hole cross section (NCDOT 2006)
/—PIPE OR D17CN PMA
ld=150 OR 181
INSTALL LEVEL AND
FLUSH WITH NATURAL
DEPTH OF SCOUR HOLE GROUND
NATURAL
GROUND
LINER: CLASS 5 RiPRAP
DEPTH OF RIFRAP (I-)
WIDTH

Yracliu•Stonr/urdeund~Cpcr•hcalinus
~ ~ ~ 4' max..,-,.,..., 14•guage hardware cloth ~ ~fNa ~ h ~ t~ mesh openings)
i
msu SA•i_.v..f/.p.~:n ~{."'~t„" } ~"i.~•' r/~~F. 1. OBTAIN GRADING PERMIT AND STORMWATER PERMIT _ w . , ~f~~r a; ~ ~ F `r~ ~ ~.d~ NCDOT#5or#57 _ I , ~
U w' 4}' ~R~'•'K u Y (1F APPLICABLE). ,r . r:~ ~ . Earthen ~F ~ ~ ~ :washed Stag ~r~l
a ,l / w~rit,,~+~`~","••s' R .Vr t}~L.rt~4.~12
2. BEFORE BEGINNING ANY LAND DISTURBING ACTIVITY. ~ w ,li, y Sr' .1~ N y' ` j P Filler Cloth r s,r V ,~,.r ~w? ,I e ~~~h~'. 1, ~m 't 16~ fir' , i ~r~~ 0~ ~ "t, +~+4C" +a~~' ~ x~'~~
THE CONTRACTOR SHALL NOTIFY THE AGENCY (OR a w a ~ ,r, t~+ r Plan View ~ , ~1`~ i i f t ~ ~ , . ~ i "~^a ~ ~ 7
NC1ES' THAT ISSUED THE GRADING AND STORMWATER ` w 4. "4--- 6'mfn ~ v. " ~ ' AGE ) s. .lr. , ND DISTURBING +z Nco°r ~ ar "y; ,
PERMIT(S), AS TO THE DATE THE LA outletioraodlmenllonce. ~=neastF~e , ^ ;5~--'y~, ta6Nltod ACTIVITY WILL BEGIN. DIVISION OF LAND RESOURCES, LAND Flpun8.6Za Porrpoeltvootnlnlortxd,® } ~ ~ , ~ ~ I ~;'Ir~ r ~ i \ i , p r
QUALITY SECTION, RALEIGH, N.C. 919-791-4200. ~,~u ~ R,prag ; _ "4fi:~~ ~ ~ nr. \ °i4 ~ ~ 2' 1bX.01 ~ li ~d~ ~ , ~ NCDOT#5qr#57 filtered ( ` washed Stone 1~ water
JOHNSTON COUNTY STORMWATER ADMINISTRATOR 919-209 8333 \ ~ f ~ eerier ~ nS'
.SU~10f1Ydf0 FilterClc•-• C~ ~~WM._ 1 Y` A W" 'l 3. INSTALL TEMPORrRY GRAVEL CONSTRUCTION ENTRANCE. r ~ i , ~ ,l`i f '`y;;~ - ~ SnletZone t "a r' a t 1 ~r. l r S / P36%°f surface area . ~ ~ r e - ~ r ,
ONS SILT FENCING SEDIMENT Finer ~ : TEMPORARY DIVERS! _ ' Ws l ~,~i ~ l ` / ~ , ~ t tit, rv I u! f /S wR>~.R4`~+ t c } \ ~ ~..~4R.J +u • ,114 t~~
DAMS PERMANENT LEVEL SPREADERS OR OTHER l~ti, BASINS, CHECK , Tar V~ ' `M ~ Plrst Ch°nrher •Y R l ~ - o~ ~ +.ti ~vz6R df wrfaee area
OSIDN CONTROL MEASURES SHOWN ON THE APPROVED _ ER ~'qon cr°ss-section view t ~ ~ ~ ~ ' ~ ~ Figure 6.61a lierdwxru cblh antl gravel Inla! protbcUa, r - ` " "~g t SewndChamder
PLAN. CLEAR .ONLY A5 NECESSARY TO INSTALL THESE DEVICES. . ,i.r~t to ;t_ tioepmn -I~ I ~ eai ~ ' 2bZafspntattarda HARDWARE CLOTH ~ GRAVEL INLET PROTECTION
4. CALL 919-791.-4200 DIVISION OF LAND RESOURCES, 'u, II~Ih a I T d
LAND QUALITY SECTION, RALEIGH, N.C. FOR ON SITE (li~~llli:~lllj_ , II~{Ih='Ih' e w+ro 'il_ -IT A' ~r III~IIII~I~I~~F Bolanprows ~ ` Outl¢tZona ~ts~afawfoaearen MAINTENANCE. NOT TO SCALE l
INSPECTION. AND CERTIFICATE OF COMPLIANCE. ~I~~ ~ t I NOT TO SCALE ~ P .II~ ~ ~ ~ t: ~ MAINTENANCE
' LNG. MAINTAIN DEVICES ~ 1 ~ I U 5. BEGIN CLEARING AND GRUBS IN II W ~ " ~~~.~F' INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT. CLEAR ' W
OED. ROUGH GRADE SITE. I~li~ ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION F~ AS NEE 'OSION F ure 6.6ic Exam le of Oroua bef6e usir sfltterca'.wM slRs m in axh altentann atwneasrx race. od o' t n pair NC dalsl. THE MESH WIRE OF ANY DEBRIS OR r7THER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS TAKE :S CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGES , IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE 'ROTECTIVE TEMP SEDIMENT TRAP =BAFFLES
6.. INSTALL STORM SEWER (1F SHOWN) AND PROTECT INLETS RIPRAP LWER /N THAT PORTION OF 7NE CHANNEL. IT DAMAGE NOT TO SCALE
WITH S11T FENCING, SEDIMENT TRAPS OR OTHER APPROVED REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE MEASURES AS SHOWN ON THE PLAN. INSTALL THE APPROPATIVE 14~ TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO GRAIN THROUGH THE STONE CHECK JNE CHECK MAINTENANCE ~ ~
OUTLET DISSIPATER AS SHOWN ON THE PLANS AS 1NDIACTED 1N d ~ '7- DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD SIZED jll A! AIN DESIGN HEIGHT AND CROSS SECTION. l7. ADD ~ yW
THE PIPE CHART. BEGIN CONSTRUCTING BUILDINGS, ECT. a I , ~ illy I STONES TO DAMS AS NEEDED TO M NT - a { ~ err 'TION. INSPECT BAFFLES AT LEAST ONE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
. n,r Ip~ l ~ ~ .~,-~-(~ti)~ ~1~. ~ ~ ~ I Irl I! 1Z" min of NCDOT #5 5 t(I{~If( ~ i _ Cross-Section _ ~-min-+'~-------- BE SURE TD MAINTAIN ACCESS TO THE BAFFLES SHOULD THE FABRIC OF A ~""A ~ ' t
7. STABILIZE SITE AS AREAS ARE BROUGHT UP TO GRADE ~ ...tlll_ i ar#5/washed stone - CT ~ 1.5' min WITH VEGETATION, PAVING, DITCH. LININGS, E ' ~ I L~",'1!~~'IIf~,/ II~III s ;11=.~1= ~ ' i ~,=ft~ BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT e~~ } PROMPTLY. ~
-III -=11 I r•I. Is 3fiGC cu ft/ocre . , 7:- i;.,~,y'~; DEPOSITS WHEN 1T REACHES HALF FULL TO PROVIDE ADEQUATE REMOVE ,L
TIVE DISTURBED AREAS ti °r~• .~'J maX 8. GROUNDCOVER MUST BE APPLIED TO 1NAC with p~vd CALENDAR DAYS WHICHEVER 1S ~`4~, § z' STORAGE VOLUME FOR THE NEXT R,41N AND TO REDUCE PRESSURE ON THE aee~swp~ap- ""~~®~d( _ BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLFANOUT. ~ .~"~~,'<< t•~ '
- WITHIN 15 WORKING DAYS OR 30 , - 1 G DAYS OR 90 CALENDAR ' ` ~ ` ` , +t : « SNORTER, r t~ ~ ~ ,..,r Ys ON TEMPORARY AREAS, 15 WORK N SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STOR,4GE ' '~°w pl,r
AR SNORTER ON PERMANMENT AREAS, 21 CALEND , <.A t 5 star ~ F ~ , ~ ~r DAYS WHICHEVER 1S ~m n;,::;~ w;..,~ ~:~.,.~Y<- w r , DEPTH. ~ ~ Flow ~ ew'~~ AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, ''~V ~t~r
DAYS' ON EXPOSED SLOPES, AND 15 WORKING DAYS OR 60 CALENDAR ~",,N ~.ti~"s~ f°°r" ? =n°. ti REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING u.. far _
DAYS, WHICHEVER IS SHORTER IN SENSITIVE WATERSHEDS. NOT To SCALE THE AREA TO GRADE, AND STABILIZE IT•
CONSTRUCTION IS COMPLETE AND ALL AREAS _ , 9. WHEN 3.,~~~
COMPLETELY CALL FOR INSPECTION CrossSectian Dzsig1opttfed 2+'n ~settlzmentr ARE STABILIZED , r Figuro 8,tld Temporary Ch:emel Liner~Washingtad Sla,e D¢panmerd df Ecology. F, a 1 ~ r
~ Plan View A,,,, ~,Fw . (SEE NOTE ~4 ABOVE). ' Ezcavare chonnel to design ~?1 •il. Can ~j ~ r Ow•1up e• min, grade and G959•eeei on E
Material ~`3~,v,;> ~a .az stapled in ~ Variable ~ +'r, 4, ,S y~~s~, `Emergzncyby-
OR,4RY DIVERSIONS, • MOVE TEMP 5' J. m,r<~ ~F ~ ~ P°si ~ ra'ow IS APPROVED RE is ~ left p t 10. IF THE SITE P ce mL'X ~ 2' to 3.h' k'~ . r, ~ 5 "5_, u t v /ay~~~ ' Derogn depth ps
SILT + _ fill 'V,``~-~~ U.~•~~,~"~,`~a ~ dom FENCING SEDIMENT BASINS, ECT., AND SEED OUT OR , _ _ s " ! PAVE ANY RESULTING BARE AREAS. _ I r III! I _ min _ 1-` ( ~~~k v'r~Y ~~•1~~a~~
D - nu;Ul, --1+~ ~ s Natural ANY STORMWATER RETENTION POND SHALL BE CLEANS ,rl -JIl1~ (f (I~, - --;~=~,--,I Grcund Level lip - 1111.=11I~ I filler 3' '9r¢ tl' oncha•trcnch Overeat chmul2"to Wluro dulWa6 ~wr, 'B,P wmural6r°u+d acing seedbed preparation , arpn.e®e,aa ~ , , II I Riprop Meadrrai! t nun
AND RECONSTRUCTED TO ELEVATION o! s reader ~III~IIII_IIIII_ = III lil fabr;~ mir,. (SEDIMENT REMOVED) a i!(11= I -~ll -+N-~3'-rl iwghtlmn rnad th°uldrr .r 11 \ r i
=111 ~ . ~.I! I~III~ I•L- AND VOLUME SPECIFICATIONS AS NOTED ON PLANS I~(IIr~II Ili MAINTENANCE =111h ~~~ILI MAINTENANCE p - I ' 'r I l.' ~ ~ 1 w s«>;m~r z t
ALL REMAINING PERMANENT EROSION CONTROL DEVICES Buried ° II 1'=l11i-=- _ Figure h.80a non Lie:•r,nn tiros-te~~~r :'ie~. ~r d le~nparary scAimcnl trap. o° min ~ ~ -IIII~ INSPECT ROLL! SUCH AS VELOCITY DISSIPATERS SHOULD BE INSTALLED NOW. INSPECT ROLLED EROSION CONTROL nr"~'""~'°"~' I ~ ~ ~ ~ , P,peznveit 9 rich cro5ion c°ntrel ~ i flood $tu~2°ru l,q ~ ~ t
PRODUCTS (RE ' Flgure g.4gb Oenil of level spreaderaoss sacuon. PRODUCTS (RECP) AT LEAST WEEKLY F_:,,1 h'°"'~`°r'°'~ R. ~ ~ ~ t I reinfarewnent mots ~ „y. n' ?.-,e- -
VEGETATION.. HAS BECOME ESTABLISHED, .CALL FOR I AND AFTER E~4 _ 1 i. WHEN - - - - INCH OR GRE,r AND AFTER EACH SIGNIFICANT (1/2 ~ - ,rte .,,,~s1 t '~~r _ INCH OR GREATER) R,4IN FALL EVENT Interrnittem check slot l°ng:tudtnW anchor trerch Ftgura 8.S3a ROgt pipe mwtproea0n°n plan riw and tn~rsefiact~w dew
FINAL SITE INSPECTION (SEE NOTE ~!4 ABOVE). evelSpreader(nottoscale) REPAIR IMMEDI REPAIR IMMEDIATELY.
GOOD CONlAC TE OF COMPLETION. , " GOOD CONTACT WITH THE GROUND skire~e-apsprae4endsarbegmner MUST BE MAINTAINED, AND EROSION roll lean imermlttent check elm 6e5.'. um. NUe
IN A CERTIFICA ~ . y~ ~"V""~''..:;.:.•..",.'- NOT TO SCALE MUST BE MA1J1 12. OBTA Vegetated ,~"J~,.~;i v MAINTENANCE MUST NOT OCR diversion t.'ry'~, ,r•~ ` MUST NOT OCCUR BENEATH THE RECP. 'f='
~~-r~..r,~..u.~~,~r"~ „ to 0 grade ANY AREAS 01 ANY AREAS OF THE RECP THAT ARE and opply eeed ~rer ~ tcmpamryclwmcl l:nar sysl , uvtalling6~keta.nwtaardtner~'r;5, ' ' ~ ROCK PIPE INLET PROTECTION DAMAGED OR NOT IN CLOSE CONTACT ~ ;
~`i"~"•~?y+'~k~°~,,` y.a,~.°.~ ~•;~,ra` INSPECT TEMPORARY SEDIMENT TRAPS AT LEAST WEEKLY AND AF!•ER EACH SIGNIFICANT DAMAGED OR i Y r y Jo ~ ly / ~ar` °~''1 1 2 INCH OR GREATER! RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT WITH THE GRO WITH THE GROUND SHALL Bf ~ y
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES ;,'~;'?y~wtw,~:~;':;,,~'•;~w;"'t~.-----v ~~'~r AND RESTORE THE TRAP 70 ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT NAS REPAIRED AND REPAIRED AND STAPLED. r IF EROSION OCCURS DUE TO POORLY NOT TO SCALE
E. c`r•''~•°~"".~'` ~»•'W"~ " ~ ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT IF EROSION 01 DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAHABL ~ ~ y.• y ~ ,y,~„ i Stabilized THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE PART OF THE CONTROLLED t CONTROLLED DRAINAGE, THE PROBLEM e. ~ MAINTENANCE
Stable ° - ti,"r•" / -w~ y, slope GRAVEL FACING THAT IS IMPAIRED BY SEDIMENT. SMALL BE F1XI SHALL BE FIXED AND THE ERODED "f t ~ INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND
ENTIRE AREA TO 6 INCH DEPTH. undisturbed ' ~'°.....~.ti~ It. ~ . 2. RIP THE ouuet ' ' w~' ` ~a•';" •'!'y, CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK AREA PROTECT >wr. ~I• • w y. ~ THE LOW MONITOR AND AREA PROTECTED. E , - REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE' AREA TO ITS ORIG/NAL DIMENSIONS MONITOR AND REPAIR THE RECP AS WHEN SEDIMENT HAS ACCUMULATED TO ONE-HALH THE DESIGN DEPTH DEPTH OF THE TRAP. PLACE SEDIMENT THAT
~ ~ ,a" ~ a ~ ~ ~ nay h"„ t,..a• THE DEPTH OF THE SPILLWAY TD ENSURE 1T IS A MINIMUM OF 1.5 FT BELOW D OTHER OBSTRUCTIONS ' , "I' „ ~l, t„~~ ~ a „ y'am' POINT OF THE EMBANKMENT: IMMEDIATELY F1L! ANY SETTLEMENT OF THE EMBANKMENT TO NECESSARY U! NECESSARY UNTIL GROUND COVER 1S
3, REMOVE ALL LOOSE ROCK, ROOTS, AN „i ,r, w. • w• w„ w~ u•l,~ , •C~~/ SLIGHTLY ABOVE DESIGN GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE ESTABLISHED. REASONABLY SMOOTH AND. UNIFORM. w", ti,. • a.. W wi,,. ..LEAVING SL!RFACE ESTABLISHED. ~ 1S REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE COMAMINATED PART OF THE GRAVEL FACING. CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONE.. HORSESHOE MUST BE REPLACED
.4 „ I..ll•. •J... n 1,.. ni, v.. ,,,a REPLACED IMMEDIATELY. ~ ~ AFTER ALL SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE rroTES IMMEDIATELY. ' t.oasignvdad,ietexceadi,eztutxcrequlreremp°r°rye,~dwu:rtwtsarsm~~~~~erstoPre,ett AF7fR ALL THE SEDIMENT-.PRODUCING AREAS HAVE BEEN PERMANENTLY STABIL17f0; REMOVE THE STRUCTURE AND
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE ,r y,'w• r, ~ .w•, u, K~.. THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE e"d""=a''""',~"m'°"er~°m~~t°°"'n`°. ALL THE UNSTABLE' SEDIMENT. SMOOTH THE AREA TO BLEND. WITH. THE ADJOINING AREAS AND PROVIDE PERMANENT 2, Gross-lined clawmis with rks~gn velocities exceeding h hJsec shduW include turf rsinforcemem
OW . y are ADJOINING AREAS AND STABILIZE PROPER)Y (REFERENCES: SURFACE STAE3/LIZATION}. UNIFORMLY AND MIX WITH SOIL (SEE BEL ) g aaox l.wri sprea~,is designed Wdispama small voiu mes of conamtraa;d flow aaass sta6ia slapas, ~t5 GROUND COVER.
a.n.la an..v°
GE UNTIL AWELL-PULVERIZED, FIRM, REASONABLY ~ 2' min top 5. CONTINUE T1LLA DEEP. ~ '
UNIFORM SEEDBED 1S PREPARED 4 TO 6 INCHES Steep cut ~ ~ ~ • , 6 freeboard DITCH LINER - Pipe ~u11et to FlafArea- _ _ _ _ --4
ON A FRESHLY PREPARED SEEDBED AND NoT To SCALE of fill 'i=~ ~ ..•=T+rir= NOT TO SCALE No Well-defined Channel
6. SEED (150 IBS/ACRE) 111_ , fu?II _la SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTlPACK MAINTENANCE slope 1=-- II `ill ^ uu;.=-;J,.,~ 1111 COVER ,,r- I_II ,1111-~UII=(1111- - = ? ~ _ Pracrira Srarrdw•ds and S1nciJicaGarts '
I -r ED1NG. - ' ~7 t- I i AFTER ' SE INSPECT LEVEL SPREADERS AFTER EVERY RAINFALL UNTIL VEGETATION 1S ~l 9do A A
PROMPTLY MAKE NEEDED REPAIRS. AFTER THE ARL-A HAS 2.1 SOp6 ESTABLISHED, AND - d _ °.k_._. -
LATELY AFTER SEEDING AND ANCHOR MULCH. BEEN STABILIZED, MAKE PERIODIC INSPECTIONS AND KEEP VEGETATION IN A ' or flatter 7. MULCH IMMED
HL-AL1HY, VIGOROUS CONDITION.
EAS AND MAKE NECESSARY REPAIRS OR 8. INSPECT ALL SEEDED. AR HIN THE PLANTING. SEASON, IF POSSIBLE. 8' malt stanlard stun ih fd6ric with wire fence Plan b' max. extra strength fchr,e without wire fence
RESEEDINGS WIT ER 60q DAMAGED RE-ESTABLISH FOLLOWING IF STAND IS OV , ti
SEEDING RATES. G ` ORIGINAL LIME, FERTILIZER AND rade.,.._ ~ ~ MAINTENANCE NOT TO SCALE Steel 4 C> 'I
2°/a Diversion ridge post I' r - 1
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREA -ii l ~ INSPECT PERMANENT DIVERSIONS AFTER EVERY RAINFALL DURING THE '~i 1 rl 't t i Plastic dr ~Lt~1 ~ _ (II wire tics - :I" ~ Section AA FFlter Notes
TILL ATION AfTER PERMANENT COVER IS ESTABLISHED. II Il-ll _ a 1,~ Puhlic road CONSTRUCTION OPERATION. IMMEDIATELY REMOVE ANY 08STRUCTIDNS FROM AND FER Z I Geotextlie YI TLETS AND _ 4 blanket Wire 18.24 i+ - 1, La isthe length o1 the riprap
1 riC 11I(r~ ~ ~urq,~ THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CHECK OU ~ - 111i --IIIII~~iIll(` MAKE TIMELY REPAIRS AS NEEDED. MAINTAIN THE VEGETATION IN A VIGOROUS, --+ltlf_ fenu • rdaturoi apron,
HEALTHY CONDITION AT ALL TIMES. i ° ~ 9r,und PipeOutlettoWell•defined r ~ } Channel 2. d=1.5 times the maximum
TION ENTRANCE/EXIT ` stone diameter hut. not less a,,~ ' - - ~ Iii..~i<;,',,,.,.~ than 6". dawn~a ~ 3. in swell-defined channel ex-
* ESTONE - 2 TONS ACRE 3 TONS IN CLAY SOIL) TEMPORARY GRAVEL CONSTRIIC EDS 2% „ AGRICULTURAL LIM / ( N RIDGE WI'lERE 6RAllE EXCE WITH DIVERSIO {prwwd al°rg ~ tendtheapron up the channel
* - 1D 1D Cor,.~actedse~l FERTILIZERS - 1,000 LBS/ACRE 10/ / . 24• , the tench er falter d fabric banks to an elevation of 6'
* - q ANALYSIS ly rain >1 SUPERPHOSPHATE - 500 LBS/ACRE 20 A a abovethemaximumtailwater depth or to the top of the bank,
* - S ACRE -SMALL GRAIN STRAW ~ MULCH 2 TON / rloW ~ ~ - 18"min whichever is less.
* ANCHOR - .ASPHALT EMULSION ®300 GALS/ACRE i _ - =7L" ~I~ ~ 1 ! Ir' . 1 I ,ll,f~,ll-,,Ill )II~(lll - ~ 4: A filter blanket or filter fabric , was should be installed between
i1~116-- - - ~ - I ~ll~_ fll~?Ih~l~i_lII=,IIi~~1~ (IlE=il~1 = - _ h(~1111- fenc Cruss-5ectian p~yn theriprapandsoifoundation. View
o typical Filter
' _ d r`igua• n.2Gc T;,aporaty s•cu:n G rrsi:n =~KU. _ 1p Ste¢I ° fdbrie Backfilt trench Nosural p~ ;r horcm Flct 9rwnd
~~G ~
Q 1. TEMPORARY SEEDING '4 * SUMMER:. GERMAN MILLET, 40LB/ACRE -MAY 1 THRU AUG 15 ~-0.1 1( . • v i ~ 'r
',~'es4 ~ ~psioPe , UI ~o.
* 0 LB ACRE -AUG 15 THRU MAY 1 ~ _ ~ FALL & WINTER: RYE (GRAIN), 12 / P.~ ~,;>;c,:.';~ mm ~i~fl I'll, 24' li 'r- 0 _ Section AA ~ , ~:'~!I~;l•~
? PERMANENT SEEDING ~ _ _ _ _ ~ 2. ~ * 6"min f! t:. ° LI d ~ HUB r Fitter
o TALL :FESCUE, 80 LB/ACRE * 20 LB ACRE blanket
DEZA 2.9° '`~,o C°cre a59regala SER/CEA LESPE / ~ coarseaggregate ~ ~ ' Fgure 6.41c Poprap°utlMpraedian (madi6ed hem Ya SWCC},
z * KOBE LESPEDEZA, 10 LB/ACRE ~a max 1 B" min G~
uradOBaGraveleaVar~oc'.sitMeap~aodmoMtramleevhgthesorsnuaimsile(modlliedfromVaSWCC). ~1 W Flgura 6.62a mstaaa6on ggstil of a sediment lence,
, ~~td i i-
~ ~I~r-7,~I -~IIII,._.ilii,-ll.~=nli_,,,+1_Tif~l _TL _IU--~, - ~ ~ 1l= ~'~Gal - uee.enw 0.62,5 STONE OUTLET PR~TECTLON
a T~•U~ m ~ I I-1~- c NOT..TO SCALE ' ® ~
r7 M P OR AR Y SILT FENCE MAINTENANCE ~ STANDARD TE ~
Z NOT TO SCALE INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 ~
0 MAINTENANCE INCH OR GREATER) RAINFALL EI/ENTS TO SEE-iF ANY EROSION AROUND OR ~ BELOW THE RIPRAP HAS TAKEN PLACE, OR /F STONES HAVE BEEN
~ NOT TO SCALE U - MAINTENANCE INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER
w z NOT TO SCALE IMMEDIATELY. DAMAGE. ' SHOULD THE FABRIC OF A SEDIMENT. FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTNE, REPLACE IT
p MAINTENANCE INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. ~ IMMEDIATELY REMOVE SED/MENl FROM THE FLOW AREA AND REPAIR THE PROMPTLY. Uy ~
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE DIVERSION RIDGE.' CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STOR;4GE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. Y
~ CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPL7RESSING WITH 2 INCH STONE. AFTER EACH RAINFALL, AS NEEDED. WHEN 7NE AREA PROTECTED /S PERMANENTLY STABILIZED, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN TT OUT AS NECESSARY. IMMEDIATELY REMOVE REMOVE THE RIDGE AND THE CHANNEL TO BLEND WFTH THE NATURAL REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT
N ~ ALL OBJECl10NABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. GROUND LEVEL AND APPROPRIATELY STABILIZE 1T. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERTY STABILIZED.
,tUluflJ , DRAWN BY: CLIEN7:• PROJECT.•
~ nclncfnnl nccrorar'Jnnr (JATF .ENGINEER .tilt . _ _ T > ~ ~ r„ CLIENT'
o ML V. 1VU. Rcv»wrv CIL.Jl11\1 v v -
ENR COMMENTS 07 08 08 a°r1' @oowo0 ~/j ~4 REVISED AS PER NCD AWH I p RL N-Ii ENGINE . ' CROSSROAD DEVELOPMENT CORP G"YST CROSSING
` 8 Q~ 9t
° NGINEERING b LAND DEVELOPMENT CONSULTING ® MAPPING SEA . LAND SURVEYING E
2 _ SHEET T - PO BOX 1401 SHEET TITLE; FEASE3
~o 1023C WEST MARKET STREE GIVA1re:: DA TE: EROSION AND SEDIMENT CONTROL HORIZONTAL SCALE ]!:OAL SCALE., DATE. DWG SNEEL
r. R SMITHFIELD NC 27577 PNDIVE: 979-934-3490
DETAIL SHEET N/A NIA 06/09l0808-02` DF A