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BENSON QUARRY
6.^.~~';: ~ 6 E_E~VAT~Ok TOWNSHIPS - JONNS'ON CC., N C
MARTIN MARIETTA AGGREGATES
C BOX 30013
RALEIGH, N C 27622
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CX.1 / 4 a` ro1C~TG1•f . f~L+~N 1C3~1~ 4 v.~ • ~ of ~?~f rr~tu~ Toy oG °I'1 ~~g1o1Jy _ _ - , rss
OF UMN 19t3q. 5S
Y.. ~ ~a \ r Area ~p~
~Ti~.lcx, ur^IT6 e~~ al.t U~vxrla.l o~ ~ 1 143.0 ~ PEIZ #',~TN`( TfzU1"T ~ Mme- LIY1L~ ylT~ ~ ' ~ ~:82~A
~ ~NTf? aN~~ W ~I R ~ Are~'B' 2,~a A~,
~ h k Granted 1.97 Ac. '
• I , ~ ~ 1 / aRElk 41~ I~F~TED.,L1~15DI~tIotdA•I.. WETLANDS - ~ ' ;z; ~ Restored 0.68 Rc.
1; ~ • . x / ~ • 1 ~ s ~ 'C' offside I 5.3~ A~.
t v t F Gv "C , y ' + h'I~TI>~iA•TIDI,J A~P,~?• WI~TLA~I(n G2¢ATE,p ~ • F, 0 ? \ • Created 2.52 Ac. 7 a
is FkBtpred 2.67 Ac. 0 5
~ ~ ? ~ ~ ~ 1 , ~ ~ / t ) UPSTE•EAM G~•IL`( FI-DW C,f-~1-NN~L ? \ x t~ MITIGIPTION AfzEA • E 15TIN WETL~ALIDS I(oo _ ' `1 . Y > • yJ?~ ~s ~ ~ b 6..a~1 Ac,
. i~ ~oMP IN~D STD~M plJg SID ~ otal ~ 1. C.
~ ~ DAILY F1.o GuANI.~ ~
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MITIGA• I N ~ i ~ . EAR 3
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d• I i ~ . = ~ ~ ~ • i / S tit Y FORK ~ . « s _ ~,y \ \ ~ t V 4 a
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~i ~a .r I MITIGATION 4aA 'G'
i
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i I
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~ ~ IEGENC) w...K
3 e tail s. ~ snE eouNDARY o.. _ _ _ 'J w
'1 J ~ N
tH,NT OF wEitAP103 , 4f ~ ~ 3 PQVA
f LIMIT OF AFFECTED WEMN~ 1 t ~ t ~ t ~ t ~ Y ~ ~
y!i ~ OAKS PROPOSED WE>tAND MIflCl11N3i1 A~/1
P!t Saboe?d CoiW
PROPO~D VYEiLAND REtTORATION SITF
k F U URIRE PR LR~MT I~H~{~~~
p ~ Uf~T Of ExIfTING PTT ¦ / / / /
U.S.
LIMIT OF INITIAL TOPSOIL RFMOVAI ~ ~ s01 N'rrIt1N1 A,~
MlTiGATION EXISTING BRUSH MRQ~R X X X X x X x X
AREA C ~r, er,x ~++r rueEk,N ~xarra r..~trxr>M rent s~ru t~f I ~ , BENSON EX SUNG CONTOUR `
i PROPOSED CONTOUR ~ SCAL ~ E 1 -14000
P ~-~•~'1 ~.q-~~ 1 ~I JCS I O t~l ?so co•~werr•~ usc~awe~?.w.~rxe.Rar. ry~wr+~w
~`r`~ ~Pr~P TYP
a+ PROPOSED SPOT ELEVAIKNI + 152.1 d
11 lower a ~t UppN d+.l ~ T U H.P. .._._..~____w ~ ppN HIGH POINT ~ yip
EXISTING TREE LINE
i PROPOSED TREE LINE Wid C?•aMp lNnt)
No~TN 6~R-~1
NO~~S PROPOSEO cu~vEats
I - ~ ~ :.1 a~
. i 1. Topographic information from field
j q ~ ~ a measurements by Whitt Land PROPOSED DITCH
ei• s~«+.t?~ Surveying, Raleigh, N.C. and U.S.G.S.
1~ 17fl topo raphic ad sheets " Four Oaks, PROPOeED DlTal g ~ w r x
c6n.•u~ N.C. ,1986 and Benson, N.C. ,1973.
D ROCK CHECK DAM ~p"e ~ _r°
1 ~q0 . 2. Wetlands boundary cert?i?ed by S.
v TEM~ARYDrvERS~ °t Kenneth Jolly, Biologist, U.S. Army
200 w Corps of Engineers, Wilmin ton District, 9 TEMPORARY SEDIMENT TRAP e t6+? Raleigh Feld Office, 23 n1, 1990.
i AP
X /04~ ~ SLT FENCE
3. Erosion and sediment control f r 0 _ proposed mitigation areas shall be
• H1'
' f 19D rovided on a se orate Ian endin P P P .P 9
I ~ ~ IBo ' 5 ~ Ta~r~ ~IV~oN I mitigation plan approval by the U.S. u-~NN ~ ~ 5~ 3 Arm Car s of En ineers.
.i Y P 9
' ~ 170 4. Stormwater calculations and hydro)
~ o9Y
l00 8 • provided in a separate booklet D cH F r-;1~'e accom an in these fans.
150 -Rock lintel T P Y 9 P 2
. (Y' Stctlon) ~CC.T i D~.1 ~ _ r.
. ' I~ I~
1 , , A~#~A f~" ~ 6 + + 7 + • ~ 8 t•~.: 1~:: _ o o~
~ ~ . S{~° - ~ m OFFSITE DRAINAGE ( Np
~.3 00 00 'I7 I~Z .OZ ~ f~D { '
Ax1 ~ ti Ax ti3 ~4i ° 0.25 -103 F .49 C S
~k ~k X46.
'b• ~ ~ ~ • ° oi.
1 ~ • ""v L. ~S' a .'e 4:.. ~ ro ~
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ti 1 ~ ~ S i i'V' StcUon)
• ~ . ~ • ~ Q9 X ~9f w,> :X .
~ ~81 X:, ~ -
\ , rt ° ~ EI.IT~'L~lc..~ I -~Mt3i1~~D `_;TR~ DIl1~C~0~1
• I ~ 14 ~ o L L.OW G I•W. _ qS o B ~ - 3
'~1ip ~ 5 ~ u KaDj DF~j
i ~ ~ _ fix:: / ~~.sl ,u ~
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0?ti ~.p~ 0 ~'E~-MI~tJGNT ST~E~r?-~ ~~n~N~ ~ ~.r ,
. ~g ~o~ IN ~ L~ \ y . 8 O IN ~'f iv I 3 - ~fJAiF~, hTATio~ 5+roo
F~ .3 µ,P ~ r a.AUc~E. W.E i R. M w a xa x 5 r 0 DRC~
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. ~I~~yIOtJ q: _ f144 ~ ~ ~1 ly. Stctbn) ~•r
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~ 70 ~ ' • ~ FUTURE j ~ • ~ 7
~.I eo ~ ~i • ~ r ~ ~~..tr
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STATION 0+00 ~ ~ 7 1 • ,I ? •
DAILY FLOW CHANNEL ~ IZ ~M~ NAY 5~i WA
/ _ toN oN'~ F ~ Z a ST ~ ~
r 75 _ ap 5 PR-~X~MA~T~ (,DU1~5~ 0~ ~ . . . ~
i ~ ~Nas ~ . ~ 1 M of r
~1 ~ TEMPc>~A~Y 4 ~ : 13 A~FEC.TE-D
~ ~ ~a I ~ e~ i EAM ~ ~ 2 ~ ,a.P-EA
• ~ , FAT ~ 1 ~r~- o 13 kl l i= i I ~ I1.~TAl.i..
~ . . J ~ iM ~ I Y of wFFEL~TED P•R~PA ,l ~ ~ F NL
. ~ E INS, r IN~TPLt_ F3p~¢I~IZ F~I~IN
1 ~
I 1 1 I I / 1~r~r • Z [.emu- ;T Ppa L ,-r F-ll- ~ i -
Q • DU TLE P T Dµ ~ ~ ' • . 0 . _ Chat P18n 4 5 L,T PE N[; f, rY P, ! JF~/~N ~1~ (t Fr~ 1 ¦
. . To BE F- I F Lt: Lcz.AT eU
i13 t •.a~, • • • ~ C7 _ North
_Q _ 1 441, *-bs
F- F:;,rlN GU L,JER.'r • • • r to 111111 Ir 111 41 F
x / p rfD
a w n0 44
Scailr ao~wr iMorwl * a iN!
• _ 11o 00 :t;' fro E _
BE(;M C.~NSTIZU.C,TION
p.GLE~~ ~AIMp(TYP) r I ~s - 1
` L • t 1
170 40 rr.r, ? 13 IT Fl T
Q ~ E~'PAIJ'`101.1 pl K-~.. ,
i 12
• r x aq JUNE lg9O
rrrr
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lT5 \ X / _ r ? X it NC X
rrr I~ _ rrr ?
I i
11 ~1 1~ 11111. 111111 •
EXISTING PIT Easr CAKE
/ 2 ?
w
q
• 113

I
Slope Stabilization: SIO StabillZatlon: Prepare, fertilize, and seed ditch side
A Prepare, fertilize, and seed ditch side slopes according to seeding schedule.
CONTROL SECTION (See Be owl Maximum Water Level h~~ !,lulu(, - slo es accordin to seeding schedule. r If excelsior mattin is s ecified, install hEE tiFkDluh p g EjtWori UW~ 9 P
Elev. 148.90 (Q-100) G,GNEDUt,t% If excelsior matting is specified, install I t ~u45~J?ER' (Curlex by American Excelsior Co or
-I - '{O WIDrt? ZI.D' East Sidi of Clasa 1 RI ro wJ w = P P (Curlex by American Excelsior Co. or - ~L W ~ ~ ~ - I equivalent), according to
Daily Flow - 6 In. x157 Stona Lining _ 8dt'f Chanrw . O .0 = _ ~r~ WtD e uivalent), according to It~~l I I~ manufacturer's recommendations. q H= Nk.
3 - _ 6 ~ 3 y ~ manufacturer's recommendations. - } I I _ Install rolls centered lengthwise in I ` " _ ~ Install rolls centered lengthwise in ~P)~I tF P2r=P~ a ditch. Use 4 staples across at the start
_ colkT~u~ ~ IoIJ f~tl t 4' rtlu• -ar:e
Exit Section I -~1j - ~r • ~ ~ , ~ ,r ~aIN(a iC11EDUf.E of each roll, and continue to staple ' q ir, ~ S f ditch. Use 4 staples across of the start .r of each roll, and continue to staple IJDi~ :WHEN 1"S~'~111''I throughout the length of the roll at 4 ft.
Section 20' or more-level {See Cross Section Below) I , throughout the length of the roll at 4 ft. ~KXED V1;tLY~1`( pkL~D~ Z•'~ F~4 } intervals, Also install staples in a raw in
Prgfile uar'~: WHE~J MA~iMUM °R cA ~ hF.f.~3~~ ~F~I E e~ -~s~a~e~ - u~ 5~te~z o¢ a~~: ?~r. Mlu, ~ hFl. _ the center of each roll, alternately
~'~EDiGtE~ vF,l.Cr;lf~( E,r<GF.EDh Z,r'F/ti+ F/a, G,EEv1w fzrIF~DUt,~ the center of each roll, alternately spaced between each side. Use a
Jti~ I;XGF,t.hiDR OF aJfE UaltJl,, Top of Dike: EIev.150.0 GOr1Pc~G'fED hIJ6~ADE spaced between each side. Use a common row of staples on adjoining
1 Width . 50 Ft. , common row of staples on adjoining « rolls. rolls. Grass Lined V Ditch }~r~Hr~,,,,xx~,,,r,,~,r,N.„r~~r~,,,r~,,~,>> ,~},x~,,r~a=
1 hi~i i~~ 1.10 Ft. i
3 'hi l Water Surface EL 148.90 ~,i = Freeboard 2 N,T,S.
= Max. Depth of Flow I- Iii S hlwa Inv. EI. 148.00 ~ - 0.90 Ft.
Y....... . ,,,,X,,,, , , , , , , - for 100 Yr. Storm ~ I=III ~ ~ ~=11 11= (Q-100 - 129 cfr
- IIII Ea. S illwa Com acted Sub rad P Y) 7 Tra ezoidal Grass Lmed P 9 e p ~s Lined Ditch
nrl in r tin .-r5, o t o Sect o (C oss Sec o) 2 N.
1Jrdrt (w)-~ cu.azr I
Class 1 Rlprap wl 6 In. >w57 Stone Llning I r'tArc. WAT~• Er.ev. RSA : ~•-IZ' H _ H • rrG~iT (,~I,tT1;lt•
. Width: Ta er to 20 Ft. Min. III°~°"°"°°°'°° - - - To-p of Side Slo 1' 2' Min. ~ FtOW Ol~
0.5 Ft. - ~Pe of Chan 1L ~ . _ nel el Min. rl~ _ DFiyllxN _ N) ~t~h 3 - _ u~+rr tip
- Freeboard - - 2 - - - 0 _ - Max. Depth of Flow '.~D.~ ;ao-.~::< ' outs uulu~ u+aur ~ ~couE
1= i = 0.80 FL ~i - - for 100 Yr. Storm p~..0 ' ~ - - _ _ 3'.5 MIN. GoMPdLTED bUdGP~DE t~14MG'rEtL aND •h~t1u. UFJIUC~ T`1NU0~IGGr,) O~:Gp. _ _ See IF Dib..CG ~t%~ t7"~ U4~ /N
FLOW #57 WASHED STONP.?~•. ~ _ - _-1 I I L- (Q-100 =129 cfs- II I % `8. STONI'.?~?.; 1:1 MAX. G~Ti~tTll,~ WOER,LII.IE~ ~ 4'?'t~!• 8' #1 RIP RAP Schedule
Ea. Spillway) t), Compacted Subgrade /////G//////////// ~ o... //////////////////l1///% • oP w57 ~fOt"tG Pb Ur.IDt%tu.INC2. .:a:.:', >I, l Below
alli/!!~//~~~~I!'!i "
• o~i/////
Exit Section (Cross Section beyond Control Section) SECTION 2 Stone Lined "V" Ditch
Not to scale 2 ~.r5.
Z See Schedule Below for y EMERGENCY SPILLWAYS. East and Wes Dik iule Below for Width Across "
t es ~f//////~...~.,,/ . ~ Z NO SCALE
1' MIN. „Min.
Freeboar ~j ~i
3'.5 MIN. /f . See 1 RIP RAP aP
. # Schedule /~l/////// jam/ #57 WASHED STONE Construction Dimensions for
Below _ Ditch C•L TRIANGULAR V DITCH
# Sloe Ht. x To W Side Sloe Linin
F CROSS SECTION z z Silt Fence (See DetJ FLOW THROUGH CHANNEL Grass with
1r ~ Not to scale 1-U 0.9% 3' x 18' 3 to 1 Excelsior Linin
CIpS$ 1 Rlprap w/ b' #51 Clean Stone Lining LOCATION WIDTH x HEIGHT x HEIGHT LOCATION WIDTH x HEIGHT
. _ _ Inlet of U stream _ = Compacted Fill P Outlet of Tem . Ston # 2 1.0% 4.5' x 18' 2 to 1 6" Ri ra p Y
III ' A Daily Flow Channel 30' x 3.5' I=_ _ - - - III Storm Diversion 3.5' E Fork Diversion 32' x 3.5'
W Dik 1111=11 - Com acted Sub rade B Station 12+90 100' x 3.5' . o tonv o 0o na ort Ili p g Inlet of Tem . Ston # 3 1.0% 1.5' x 9' 3 to 1 Grass p Y Grass with x 3.5' F Fork Diversion 32' x 3.5'
' Inlet of Downstream # 4 1.4% 3' x 18' 3 to 1 Excelsior Linin Outlet of Existing
~Pit Excavation C Daily Flow Channel 60' x 3.5' ~ 3.5' G Channel 12' x 4.5'
Outlet of Downstream Construction Dimensions for Inlet of Existing Ditch C-L TRAPEZOIDAL DITCH
EXisnn z Silt Fence (See DetJ _ 9 ede D Daily Flow Channel 60' x 3.5' I 3.5' H Channel 12' x 4.5' Sloe Ht. x To W Bottom V~! Side Sloe Linin ,r
Class 1 Rlprap w/ b' #57 Clean Stone Lining j Grass with
- Compacted Fill ' _ m- 1•L = 3 to 1 Excclsicr ' ~,~nr
- _ _ - _ ur NOTES: All ditci~t~~ vn;h excelsior lining specified. r;r'e~ to `,'ape Stabilization in Dach Uet
I • • I p g u=111 _ Com acted Sub rade S Rock Check Dam nltla Dlke w/ Diversion Looking Easr I~ul~° ~ m
' N r. 5. Prt Excavatron Z
z z ,I- ~
EXrsang caa - Silt Fence (See DetJ e 3 Ditch Schedule
Emergency Spillway (See Detail) l1~1ZFZ`f G P- ~+P G
- Class 1 Rlprap w/ b' #57 Clean Stone Lining `f P h ~ f
III~~ - - - q = _ - Compacted Fill cMP MIT~EO -(o c ' MITRED -(o cctJFoRt1 -(0 5~
~I~- 1111_111 - Com acted Sub rade n ~ u~ P Ra.P(ntfnPEO ui P~~ To
West Dike Adt. to D.F.C. Looklnp North lllw p g wPr~(hu P ~P~ Fozr1 GNNi>yeL hel
h`~~p~Q ~ QP7(6 Io. Prt Excavatron • _ _ . Exlsting.~[ade.. _ . ~a~~5 pp,(~ IoIJ 6~LAt~ TURN END SEGMENTS OF EACH PREASSEMBLED 100' SEC110N OF
II c FENCE i0 FORMA "U" SHAPE (n ~
Combined ' - - - - ilt F n S e ce (See DetJ ' ~ . WHENEVER FLOW IS NOT 90' TO FENCE ~~•.~~II
Storm Diversion/ _ _ _ _ ~ _ _ _ _ CIpSS l Ri ra w/ b' #57 Clean Stone Linin p p 9 ~ i••t egin next
Daily Flow Channel - - - - - 7J' O.C. (TYP) t~ 3 100' Section
D t it - - - = Emergency Spillway (See Detail) (See e a ) 0 ~ ~ EEO ~
Com acted Sub rade I- - p g uu_
I a',~! IIII ~ ~ L P?t Excavatron ~j W L~
_ ~ PLAN VIEW-N.T.. ~
East Dl ke Adi. to SD/DFC Looking South PO[E
SUPPORT NET i~•i ~
All Dikes: lop Elevation = 150,0 + ' FI[iER FABRIC - MIRAFI OR E9UAl ~
6!27!90 ~ 36' WIDTH SEWN TO
3 Benson Quarr Culvert Schedule SECTIONS: Pit Ex ansion Dikes Length Head ' SUPPORT NETAND ngth Head• Inlet and Outlet ,
2 NO SCALE Culvert Peak Number x Dia. Ovate Dia. water Min. Max. Max. Protection v SfAP[ED TO POLE •
# Q of Pi es C.M.P. De tl I I Velocit See Detail ~ IPRE•ASSEMBIED) ~ M.P. De th S o a S o e ~ ' ~
inverts at tream rosin s I i " ~ BA KFlll -TAMP UNTIL FIRM ''~"'t
at DFC Av. Daily Flow 40' x 24 #1 10.0 CFS 6 Helical Coated 3.5 F1 x 24 Same as D.F.C. C i~ ..t ° n inin `s.a UNDISTURBED SOI[ !"1 .I Coated 3.5 Ft. 0.25 0.25 /0 6.4 FPS Chan el L
Tem Av. Daily Flow 40' x 24" p x 24" #1 Riprap, l8"deep ; 6' TRENCH 0
# 2 10.0 CFS 2 Helical Coated 3.5 Fi it Coated 3.5 Ft. 0.20% 0.25% 6.4 FPS 12' L x 10'W V~~~' INCREASE TO 12'
xistin invert 6' FOR SANDY SOIL
~ Ex. 24" ?4" #1 Riprap, 18"deep NOTE: FENCE ILLUSTRATED IS CELANESE MIRAFI ENVIRAFENCE. OTHER TYPES/
Culvert n!a 1 C.M.P. n/a Provide 6"-8" #57 clean stone lining for all riprap inl M.P. n/a nJa n/a nla 12' L x 6'w BRANDS MAY BE USED SUBJECT TO APPROVAL BY LANDSCAPE ARCHITECT. n for all ri ra inlet and outlet a rons. Q
t;lj
I ~ Silt Fence
I Outlet Protection & Culv q _ ~ n & Culvert Schedule 6 z7 9~
Z , Z MMA Benson Quarry ~ Q Sediment Trap'Filter Berm Schedule ~ilter Berm
Disturbed Sediment Dirnensr~n:; TRAP Area Slora e L x W z D' r. -
_ _ Norlh Berm Penrncler Tnps
Trap 1 1 07 Ac 971 Cu FI ?0' x 1 r ; 1 ~
12' Min. Top Width 1, 2,YK Trap Seed finished slopes of individual for or Dtxu uAAT O~A•ArA °A un 2 1 t0 Ac 99tt Cu FI 20 A i ~ n
tact or untx3t ~ overburden stages to stabilize 1-'- Tr;}p
Fina (according to seeding schedule). ~ ~ 'rnttttMD MIN. 3 1 00 Ac 9E19 Cu Fl 20' x 1 x , I x ~ Overburden Ilt-~ _ _ _ _ ~r11ty1nDtLCr~yromtKpuA_ _ _ _ _ - _ r Tra ) - _
15'•95' Bench; leve S h; !eve Storage 15'-35' Bench; level Ez,pl~ ~ 1~ttocD:rcaucTCr<c - 75„tsNro _ ~k>~ 4 p t 04 Ac 944 Cu_Ft t 6' x 20' x ~ t 2' A i u ~~i t0a- -----i----------u0~-;'1i" ~ '
j Maz. 2:1 t Max. 2:1 'llt~'L.. 3'u~N. Trap I.+• 3~rtotutNtsronuE:oNttroatpti:rbrurq i~~`•'~ 5 0.90 Ac_ 817 Cu Ft 14' x 20' a _tr__
Tertiary Tertiary Overburden Storage ~ ~
i 15'-35' Bench; level i t5r~.stomtNtovni ; 3r7 in ul uL. Ali I 6 t.0i Ac. 971 Cu Ft 16' x 2C x -I' I ? h c' I 15'-75' Bench; level
I it ~ n ~W'alllu~lb~" '4r' x>v°' ~~I~JiW:~01~ " 1 nir•rtar Trap ~ t 7 107 Ac 971 Cu Fl 1B'x~0'~:~' 12~ uix. LGNQr}I (L) 1 p uiK t ~ a I
~ 15'-95' Bench; leve Secondary Overbun ldar verburden Stora a Y,„, r--- - Y 9 Trap y uA31NW l[Ytl Of SCOroCNT COIItCi[D
I - nu¦ Du~w su Sm1 Levu a nue"ro er•nnnu rune nenu n eu rr•n un seer e 8 1.07 Ac 971 Cu FI 1 G' x : 0 . ,
West Brim Perimeter Traps
Initial Overburden Storage== W Trap De tois age-- 9 1 33 Ac 1207 Cu Ft 20 x
- CARRY PIP-RAP LIP Trap mcr or =nux.r -7
10 1.24 Ac 1125 Cu Ft 19 x ~0 x 12 a 6i Trap North
EXISTING GRADE (Varies) 11 1.65 Ac 1497 CU Ft 25' x 20 x •1 r' x
10' uuc Trap 12 1.50 Ac 1361 Cu Ft 23' x a 2 , ;
r % Trap 1 Mwnauauo S M.
C 10 NORTH and WEST BERM 13 1.35 Ac. 1225 Cu.Ft 20' x 20 x -1 T BERMS. Typical Cross Section ..Y..:Y;:,.. N.~.? ;i% 44, 1 Trap
NO SCALE 2 x~rt• r' = 14 1.40 Ac 1271 Cu Ft 21' x 20 x .
Trap '"6 WS $NCO =roRc 15 1 00 Ac 908 Cu Ft 15' x 20 •:E . _ -
r s1 ~ 4• Storm Diversion and Daily Flow Channel Ti,:--, Scale: ~
Trap T=rncc 16 0.74 Ac 672 Cu.FI 15' x 15' x 0
SECTION THRU BERM Q FILTER PERSPECTIVE VIEW Trap
At the time that an active face be( active face becomes a NO SCALE NO SCALE 17 1 98 Ac 1797 Cu Ft 30 x 20' Trip
dead wall, information will be sups 'IOn WIII be supplied in 18 0.83 Ac 753 Cu Fl 17'x 15'
/ support of the determination of fin( for unconsolidated material. rmination of final slope: Trap material. 19 083 Ac ,u F1 17' x 15 4 ) x
SAFETY BENCHES BENCHES n
5 Temporary Sediment Tra & Schedule Notes Traps are siZ°°' m;Iximur„d r. r i ue' < M with 2 clean outs per year 4 Length is perpendicular to Filter Bciin
2 i
BENCH HEIGHT VARIES WITH AT VARIES WITH
i ROCK ELEVATION. APPROXI MATE HEIGHT RANGE: U -50 rION. APPROXI 2q ~IUNE =J~fl RANGE: 0'-50
i hrsCD t Ml)t-C.~+U~vC~u` lou C}~n~GL n.}9
CFto~hC..ul I~
I 1 MIX-fi1P~ ~RQM> ;-DIIHC tr all
WIDTH VARIES-APPROXI- MATELY 1/2 OF HEIGHT RIES•APPROXI• t M"-rcgl uF-rortcrr~v;Poriorl u. -(v:- or FLo0. 0'. 2 OF HEIGHT 4°v1r109&L Knt.fo,w4EVG
OF BENCH FACE ABOVE FACE ABOVE ;~6GIF16~ 11 1ylk(LrJIOTrJ.
Width Wic _ i „ _ IIT~IIIGs ql ~
Widih
3tt o z u*
VAQiES V4QJ1fJj
I
ow Rcawam
' I
i
I
i ( Typical Pit Cross Sectioi s Section ~ Temporary Diversion Sheet:
Z No Scale
2 of Three
I I i
W I Job Number: 190 .13

• ±50.0 40' 40' +50.0
~ Match Existing Grade Match Top of Dike To Width • See Schedule
150 ~ -
_ 1 148 / ~ ~ " " ~ _ ~ = etch existing grade = II'~I, t~- -
a~ I+t~~t onstruction Height-See Schedule = Fine grade and seed as per III I L -
?C I 146 ? r~" " 3:1= I' ~ ~ ,'I~. - seeding schedule .Compacted Fiu:-._. - _ _ =IIII= I-YYYY=YYYY-II .
`r~~"1 ~rrir I I _ YYYY_YY tY 3 . , " thi k r h t n P vin ~-IIII=II I I-II I I I III=IIII_Il l i-• 6 c CusedSoe a~ -
144 " - to form 24 'wide roadway over
ors ruc ion a uence Bottom of channel to be graded / compacted fill. flat, (0%0). Allow daily flows to
~a2 aver TYPICAL CROSS SECTION: Storm Diversion Channel
l ao _..1. i y ` i= Channel Si e 1 NOT T ALE create own meander channels. d S ope O SC
Dail Flow Channel widens from - - - - y
B n n r Construction Se uence 28 une 1990 = - = - - - - _e so Oua ry q i Ik ~~~~_~~~~_~~~~-~~~I=1111= I-IIII- I-IIII_1~~~=1?I-1111= _ _ - - _ - - 20'Wldth t040 Width gtCraSSing 152 ~ r~o Hux~~~axKaira,ri ~uxrxc.axrurc~i:-r~o: ~~r~xzi,r,as
=1 I I I=1 I I I =1 I I I=1 I I I =1 I I I IIII =1 I I I_ 1. Begin construction of the West Dike only after all phases of the SD, DFC, and combined SD/DFC I I IIII =1 I I I=1 I I I =1 I I I=1 I I I =1 I I I=1 I I I = o ~ ,
1. Locate and flag clearing limits, as shown on plans. have been completed and their linings fully established. C-L Profile: L kin N r h D it FI w h nn I b-24 " C. M. P. 's 150 '
0o g o t (a y o C a a Sta 2. Call NC EHNR, Division of Land 9uality, Raleigh Regional Office, to notify the Regional Engineer, 2. Remove accumulated sediment at rock check dam A, and place stone from check dam, Horiz ntal I : t" . ' Channel Station 5+60~ Z ~ NG GRADE; • 0 EXISTI
o Sca a 30 John Holley, that construction is about to begin. (with additional stone as re wired), across the existin Ston Fork channel to divert flow int ih 148 ~
q 9 Y o e 150... 3. Work Areas shall be constructed in sequence. No work shall begin in any work area, prior fo upstream Daily Flow Channel. Grade as required to com lete flow diversion. ~ - - - - - ~ ~ ~ ~ - - - - ~ ~ ~ - - - " " " - - " " " " " - - - - - - ' ' - - ' ' - - - - '"``L - -25 YEAR MAXIMUM FLOOD STAGE: EL. 147.56' `o
»»»»»»MM»»»»»»»~ 14 _ 6 ENTRAN EWEIR »
com letionofthe recedin work areas, 1a8.....'""""""""""""""""""" p P g 3. Install silt fence at both the interior and exterior edges of the dike. ~ " " " " " " " " " " " " " " " " " " " " " „~„~~~~~~~w„„~~~ --I See Enlargement
4. Pri r t t rfin it ~ " " " ~ (West Berm behind)• " " " " " " " " " " " " " 0 o s a g s e construction, obtain permission from Seaboard Coastline Railroad, and 4. Remove and stockpile any topsoil or vegetation to be used in miti ation areas, Clear and rub 1 a • " " " " " " " " " " " " " " " " " " " " " " " " " " " " " 9 9 6 144 _ _ »
' proceed to remove accumulated debris and sediment from the inlets, outlets, and inside of remaining dike area. ~ - - - - - - ~ - - - ~ - - ~ ~ ~ ~ - - - ~ - " " " " " ~ ~ ~ " 6" thick Crushed Stone Pavin " ` ~ ~ » g GRADE+0.43%~...~~~~"~"" » » PROPOSED » » » -0.22%
the 12' x 14' C.M.P. Railroad R.O.W, culverts 5. Starfin at the u hill end, ad~acent to th DF t 1 aa....._~.." " " " " " " " " ~ ~ " . " ~ ~ ~ ~ M g p t e C, cons ruct the West Dike. , . ~ ~ ~ ~ ~ ~ ~ " " H~~a 142 _ ;
NOTE: • The Upstream and Downstream Daily Flow Channels are referred to as the DFC. The 6. Install rock linin on outside of dike ands illwa ,and ve etative linin on t n in i f ik 142 ' " " " " " " " " " " " " " " " " "
9 P Y g g opa d sdeo d e Compacted Earth Storm Diversion Channel is referred to as the SD. The Combined Storm Diversion /Daily accordin to seedin schedule. R m v ilt f n ' " " " " " " " " " " " " " impacted Earth Fill „ „ „ „ „ „ „ „ „ „ „ Armored Fill Slope 140
g g e o es e ce, Flow Channel is referred to as the SD/DFC. 14 " <,:`~'~t: ` ` ~ ` ~ ~ ~ ~ ~ ~ Inlet Pr t tin h -01 +00 00+00 01 +00 02+00 03+00 04+00 05+00 06+00 's~>:`~>`":,;>;~.w;<<}:<<~:::°:•. » » » » » » » » o ec o (See Sc ed,)
- - ~ ~ PR FILE: rm Div r i n h nn I: a i n 4
• The north and west berm locations shall be used for tem ora to soil stora e. _ _ _ _ _ _ _ eM 1 l: EMSt ~1ke =1 I III =1 I I I=1 = = = _ =1 = - I I I I I I IIII-IIII I I I II- I NT AL HOR ZO AL SC E 00
li 1. Begin construction of the East Dike only after the West Dike and all waterways are completed b-24' C.M.P.'s VERTICAL SCALE: 1" =±5.5'
Work Area 1: Initial Pit Expansion and stabilized.
1. Install lastic or 'snow' fence barriers pion the u stream and downstr m n I, P g p ea bow dares of the 2, Install silt fence along the exterior edge of the dike ~M M~ ~,°n nN Outlet Protection (See Sched.) + + +
ermined affected wetlands areas h wn nth Cro s Sec Ion: kin p , as s o o e plans. All construction activity shall be 3, Remove and stock ile an to soil or ve etati n t p Y p g o o be used in mitigation areas. Clear and grub No Scale o~ o~ oa o~ N01E: Use 12'-18' thick layer of ~ = ~
confined to within the permitted affected wetland area boundary. remainin dike area. Class 1 Riprap with 6"-8' linin N w ~ w N w w g 50' Slo e u to Weir 20' 25' Transitlo ~
9 2. Clear area for, and install rock check dam E, 4, Starting at the uphill end, adjacent tothe SD/DFC, construct the East Dike. of #51 clean stone for all armored Control Section Roadway to Channel
~ 3. Starfin at rock check dam E and roc in tr m x slopes, inlet and outlet protection
g p eed g ups ea , e cavate the temporary Stony Fork 5. Install rock lining on outside of dike and spillway, and ve etative linin onto and inside faces 9 9 P a rons 8"Crushed Stone Paving p
diversion. of dike accordin to seedin schedule. Remove silt fence. 9 9 3 °I° _ _ _
4. Install silt fencin at the outside ed e of the initial it ex ansion dike, as shown on Ian. Permanent Stream Cross I 9 9 P P p ork Area 12• Pit Expansion Area (within dikes) Im Crossin MPACTED SUBGRADE - - co _ - ° F?ne grade and seed as
5. Remove any vegetation to be transplanted to mitigation areas 3 _ - er seedin schedule. - - p g
1. Pump any accumulated stormwater runoff inside of the dikes into the existin it. ~ 6. Clear and grub only the area of the initial pit expansion dike. Remove and store topsoil, to be g p = II-"" =1 - - ~ 11 ,
2. Remove the temporary stream crossing and its culverts. ' used in wetland mitigation areas. - - - ° 18 Class 1 Riprap with
~ 3. Remove the initial it ex ansion dike. 1. Construct the initial pit expansion dike, and riprap armor the outside face of the dike, as shown P P b" #51 clean stone liner.
4. Continue overburden removal, and it ex n i in the construction details. P pa son.
To of Dike 45' + _ _ era e - -
8. When dike is complete, remove silt fence, and any accumulated sediment. t5°i. Maximum Gra e Work Area 13: North and West Berms 15a PROFILE: Entrance Weir: Station 3+80 to 4+75
9. Clear and grub the remaining area inside the completed initial pit expansion dike. Remove all ~ Install erosion controls described below prior to either overburden stora a or tem ora to soil b' thick Crushed Stone Paving HORIZONTAL SCALE: 1" = 25'
remaining vegetation and topsoil, reserving that portion to be used in wetland mitigation areas. g p ry P 148 W .W .W~ to form tempora 24 ' VERTICAL SCALE: 1" =±1.4' ry
storage. 10. Begin removal of overburden, within the dike, As stormwater runoff accumulates behind dike, it i wide roadwa over Y
146 W North Berm ...-~..W-....-.- shall be pumped into the existing pit, Maintain riprap armor on the outside face of the dike, as Compacted Earth or ...__..W....._... - Schedule compacted fill.
l . Clear only as necessary to install cutoff ditches # 1 U rand # 1 lower sedim nt tr 'Crushed Stone FlIf required. PPe a aps and 14a artrn arretta etas & cu tans ar 5 ear eturrt' , sc ar e Match ,
t.5' Adin. Cover diversions. Install cutoff ditches #1 U rand #1 lower. Fin r ppe e g ade and seed according to the Centerline Bottom C•L Slope Depth Max. Manning s TRAPEZOIDAL DITCH >vet ?n//~.,n,//,~,.//..,//// r/..~ Ex, Grade
• ~2 seeding scr~ra~~E rnsla~~ ;,eoimern ~ raps # 1,2,3,4,5,6,7, & 8, ana ire aiversions ieaa~ng to them. - _ ! _ Stations Elev. Ahead of Flow Vel. n Ht. x Top W Bottom W Slde Slope Loring iii= i i i i=1 ~ i ~=rr't~i- LvVd I'vir~ i ntefS6Ct .SIOn Fork Channel
or Are : Temporary Stream Crossing West Berm - _ _ _ - - - = El. 14 y --III-IIII -IIII=1 I I I =1 I I I=1 I I I -IIII. 3.25 ° 00+00 141.70 0.43 5.86 Ft. n/a n/a nla n/a n/a n!a
1. Remove vegetation and topsoil to be transplanted to mitigation areas from the stream 2. Clear only as necessary to install sediment traps and diversions, Install Sediment Traps 2-24" C.M.P.'s Begin slope to weir
I crossing location. Profile: lookingyVest 03+80 143.35 2.30% 4.21 Ft. 3.6 F.P.S. 0.038 4.2' x 199.2 174.0 Ft. 3 to 1 Grass
#9,10,11,12,13,14, & 15, and the diversions leading to them. Horizontal Scale: t" = 30' 2. Place rock check dam F at the outlet end of the stream crossing culverts. Begin Weir Control Section
3. Install rock check dam G at the outlet of the existin channel. In t II r 3. Clear area for stream crossing, and place 2- Helical 24' C.M.P.s at the center of the Stony Fork 9 s a ock check dam H at the 150..... " " " " " " " " " " 04+30 144.50 0.00% 3.06 Ft. 5.1 F.P.S. 0.038 4' x 198' 174.0 Ft. 3 to 1 Grass
inlet of the existing C.M.P. culvert and a riprap apron at its outlet. . " " " " " " " " " " ~ . ~ ~ ~ ~ Channel, » ~ ~ » » ~ " " " ~ " » » » » » „ ~ „ " End Weir Control Section 18SS 1
" " 148..._ o and West Berms 4, Construct the riprap armored temporary stream crossing, according to the construction . " " ".(west Berm behind). " " " " " " " " " ~ 04+50 144.50 -9.08% 1.45 Ft. 10.8 F.P.S. 0.046 4' x 198' 174.0 Ft. 3 to 1 Riprap
4. Initially,do not clear the entire area of either the North Berm or the West Berm, it the entire area is 1 a6 y... • " " " " " " " " " " " " " " " " " " " " " " " " " " " „ „ „ „ „ „ ~ „ „ „ „ „ " " „ " ~ " " » ~ " b" thick Crushed Stone Paving Transition to Channel »
I details, not required for the initial stages of overburden storage. Clear additional areas as needed for ~ " " " " " " " " " " " " " " " " " " " " " " " " " " " ~ » " " ~ " » " ~ » " " ~ " „ „ 04+75 142.23 -0.22% 3.65 Ft. 4.1 F.P.S. 0.038 19 174.0 Ft. o rass
144 _.W.""""""""""""""""""" Work Area Topsoil and Vegetation Removal: North Side of Stony Fork future overburden storage. . " " " " " " " " " " " " " " " " " Begin constant width ~~~~vri~iii
» » » » » » » » » ~ » . ~ » » » ~ » » Armored Fill Slope 05+70 142.02 -0.22% 5.50 Ft. 5.1 F.P.S. 0.038 6' x 119.2' 83.2 Ft. 3 to 1 Grass
1. Flag and maintain a 50 Ft. undisturbed erimeter buffer, as shown on the Ian around th 5, Place fill in well compacted lifts. Construct ben h ~ " " " ~ - - ~ - ~ - - - - " " " P p e c es at each 20 ft fill layer, as shown in the 142._. ">:."a, ; ~^'t ''>•.`a;' . ~ ~ " » » » " » » » » » » » » ~ Inlet Protection Transition to Reduced Width
downhill side of the area from which ve etation and t it r t r construction details and on the I " ' Y,•>,.<>.> ~'`'>~">`<;'<.:';'.>.'>>.>: `>'`i>:' g opso a e o emoved. Maintain a buffer pan. After completion of each stora e hase and or within _ _ 9 P / 30 _ _ _ ~ - 08+10 141.49 -0.20% 5. F 4 F.P ' _ _ _ _ 65 t. .9 .S. 0.038 6 x 119.2 83.2 Ft. 3 to 1 Grass
50 ff.from the ed e of Ston Fork.and the ed e of th t m r days of overburden lacement f' - - - _ _ = _ - g Y g e e po pry Stony Fork diversion. p ,seed in~shed slopes to stabilize, according to the seeding =IIII=I = I =IIII=)III=IIII=II - - - - _ _ _ _ = Be in Transition Section III =1 I IIII =1 I I I=1 I I I = _ _ _ =1 I = : g lass , I IIII IIII IIII II IIII
I 2. Remove topsoil and vegetation from area north of the buffer, schedule. 13+20 140.47 -1.87% 6.00 Ft. 4.9 F.P. . ~ ~c S 0.038 6 x 110.1 74.1 Ft. 3 to 1 Riprap
6. Maintain sediment traps and diversions until each b rm h e as been entirely completed. 2-24" C.M.P.'s End Transition/Intersect DFC ~ lass 1
Work Area 4: Downstream Daily Flow Channel (DFC) ~ All Work Areas o ~ ~ ~V 14+20 138.60 0.00 3.20 Ft. 10.5 F.P.S. 0.038 6 x 110.1 74.1 Ft. 3 to 1 Riprap ~ Outlet Protection ~
1. Install rock check dam D at the outlet end of the downstream DFC. Remove temporary diversions offer all areas draining to them have been stabilized. Remove ross Section: Looking South w/ Rock Check Dam ~
~ 2. Clear ve etation onl os ne t x v t accumulated s i No Scale I ~ STORM DIVERSION CHANNEL
g y cessary o e ca a e the downstream DFC. Follow the field ed ment from all traps, and place on level areas of overburden berms. Fine N01E: Use 12"-18"thick layer of i~-I 3 '
i alignment designated by the landscape architect to minimize removal of trees., grade and seed bare areas according to seeding schedule. Remove silt fences and Class 1 Riprap with b"-8"lining t~
3. Fine grade and seed bare areas above level of backwater according to seeding schedule. sediment traps. Add rock from check dams and temporary sediment traps to outlet of #51 clean stone for all armored slopes, inlet and outlet protection i-~
protection, crushed stone roadways, or use in future sediment traps. Fine grade and seed aprons 0
Work Area 5• Combined Storm Diversion/Daily Flow Channel (SD/DFC) resultant bare oreas.
1. Clear vegetation only as necessa to install sediment control devices. Install cutoff dit h # Tem orar Stream Cross ry c es 3 ~m Crossin c~
and #4 on the north side of the SD/DFC. Install rock check dam C at the inlet end of the ~j N01E: Excavate to sufficient depth ~ •
downstream DFC. Install sediment traps #16 and #11, and the diversions leading to them on the to allow for thickness of stone lining,
48' T P WIDTH - t i ~ ~
south side of the SD/DFC. ...-Ou s de face of _ ~-t 2 = - West Dike ~-I
2. Remove any topsoil or vegetation to be moved to mitigation areas. Starting at rock check ~ 0 1 1 =1 i _ a , -
dam C and working upstream to the DFC and SD confluence area, clear and grub, excavate, ? ~ ~ _ wiorH = - 8' Class 1 Riprap 0 _II ,
utoff Diversion and grade the SD/DFC, (See Schedule for size c erslon . ~ x = = w/ 6 #57 Clean
3. Fine grade and seed bare areas above level of backwater according to seeding schedule. dule for size and linin Grass Lining W -11 I - ~ _ g) _ - Stone Liner Refer to Seeding Schedule I = = I- -
Remove accumulated sediment from rock check dams and sediment traps. Remove rock 155 _ -III ~ - lop of Dike: '''=1 I I I -1 I= =1 I I I-IIII ompacted 0
_ Existing Grade- check dams and D. Remove sediment traps #16 and #l1. _ ade ~ ~ -I I I ~ ~ Subgrade - _ _ El. 150.0 TYPI AL RO SSE TI N:
150 ~777 Max. 25 Yr Storm Flood Levi I i S C 0 Upstream Dally Flow Channel at West Dlke No scALE ~ Storm Flood Level , _ _
i -~j Iii ~~r•r~~r•r.rv•rrv~.v L11-1 i - ~,""i7 Pit
~ Work Area 6: Upstream Daily Flow Channel (DFC) lay - - ~ - Excavation t¦~ ~2- d~-T
it-Ji 2 ~ Beg~~ work On the UaStreOm r1C~ p~iti, aHE, "`8 SD~D~C hC5 bee^ ~ ~,^^.~i~'P.r ~1~rr`' 7P " ~ _ ^~l~ , I ~ _ Note. Minimum channel capacity ~
4 ' - 138.6 Botton vegetotive linings have been established. 1 _ = ~iil 138.6 Bottom Elevation. ,illy - ~~ii'ii,~~,,,,,,~~~~~~,,,~,~„~~~~,~~„~~,~„~„~~,~,~,,,~~~~~~~ equals130C.F.S. Overflowpasses
-""~II~III~ 2. Clear vegetation only as necessary to install a temporary cutoff diversion on the west side of 135 ~II~III~II~III~II IIII~II through existing floodplain.
the DFC, and rock check dam A at the u str m ntr n Bottom 1 p eo e a ce fo the DFC. Bottom Width . 80 Ft.
3. Starting at the DFC and SD confluence area and working upstream to its inlet, clear and grub, Min. Widt = _ _ 2 ' 2 II III-IIII-III - ~ ,
~ i = Jq~t 1 l~U IIII Varies: 2.0 to 5.35' NOTE: Dail Flow shall create its own meander channels. I -l ~I - y -I =''141 ( I l - - YATCN EXISTING GRADE
excavate and grade the upstream DFC. SECTION: Combined Sto w o 11411-IIII line -1I = Ol' - l''= I d Storm Diversionl Dail Flow Channel I _ _ _
4. Install 6 Helical 24' C.M.P,culverfs for permanent stream crossing as excavation proceeds I Downstream D.F.C. Gradient .0.25°~ I I -1 111= ~ 1=~ 111= l ~ ~ ,
3 HORIZONTAL SCALE:1" . 30' VERTICAL S towards its location. Install permanent stream crossing. 0' VERTICAL SCALE: 1" .15' Channel Inlet Bottom Elev.-138.6 Line Bottom with 18 Class 1 Riprap
5. Install rock lining in DFC. w/ 6' #57 CleanStone Liner Channel Outlet Bottom Elev.=138.0 NOTE: Excavate to sufficient depth
6. Remove accumulated sediment from rock check dam A. Maintain rock check dam A, until to allow for thr'ckness of stone lining.
start of West Dike construction, (See Work Area 10, Step 2)
Work Area 1: Storm Diversion Channel (SD) ~AAI'llnn Sl I1AC'~l IIA nnrl ~AAC'll'lA('I PCP Compacted Subgrade
?r~harf Pranrlrntinn NntPC Ilatailc and
1. Clear vegetation only as necessary to install sediment control devices. Install cutoff ditch #2 r.......v... vr...v v .v vv \ vV.M..v M.IM
Fine grade and seed Side Slopes
and its rock lining on the north side of the Storm Diversion. Install rock check dam B on the SEEDING SCHEDULE FOR ALL GRASSED AREAS RHEAS per Seeding Schedule Const. Sequence
downstream end of the SD, just above its confluence with the DFC. PLANTING DATES SEED MIX EED MIX RATES: LBS/ACRE TYPICAL CROSS SECTION: Downstream Daily Flow Channel
2. Starting at the downstream end of the SD, at the confluence with the DFC, and working upstream March I - June ericea espe encea espe eza 50 North
towards the entrance weir, clear and grub, excavate and grade the SD. (scarified) >corified)
3. Fine grade and seed the entire SD according to the seeding schedule. KY 31 Fescue Y-31 Fescue 120 Benson Quarry 6/21/90
4. Install rock lining in the transition section, just above the DFC confluence.
June 1 -September 1 KY-31 Fescue Y-31 Fescue 120 Dail Flow Channel' Construction Dimensions
Sorghum - Suda 5. Remove accumulated sediment from rock check dam B. Remove rock check dam B. Fine or hum - Sudan hybrids 50 Ht. x Top W Bottom W Side Slope Lining g 7'x 48' 20.0 Ft. 2 to 1 11 i ra
grade and seed bare areas, according to seeding schedule. September 1 - March 1 Sericea lesPed ericea lespedeza 70 @Stonyfk. @Perm. COD :o'r~
(unhulled; unsca Jnhulled; unscorified) Station Crossing Diversion Scale:
Work Area 8a Entrance Weir of Storm DayerMon (Sta + + KY-31 Fescue Y-31 Fescue 120 Bottom Elev. 140.35 139.85 139.35 138.96 138.60
I Abruzzi rye 1. Construct entrance weir of storm diversion. ,bruui rye 25
Peak C•L Depth Max. Tract.
2. Install riprap armor on exit slope of the weir, and crushed stone paving across its top section. Fertilize seedbeds with 2 tons/acre lime and 500 lbs./ac )nd 500 lbs./acre 10-20-20 Flow Slope of Flow Vel. n' Force
20.0 0.90 1.0 0.1
Work Area 9e Inlet to Entrance Weir (Sta + + Mulch with 2 tons/acre clean straw or hay. Y. C.F.S. 0.25% Ft. F.P.S. 0.052 Lb/Sq.Ft.
1. Begin construction of inlet to entrance weir, only after the SD and combined SD/DFC have been IQCk with rapid sefting emulsified asphalt at 10 gal./ 1000 at 10 9al./ 1000 s4. ft., or other 100.0 1.90 2.2 0.3 .
completed and the vegetative lining of the SD has been fully established. tacking agent approved by Owner. C.F.S. 0.25% Ft. F.P.S. 0.043 Lb/Sq. Ft.
2. Clear vegetation only as necessary to install sediment traps # 18 and #19 and the diversions 300.0 3.20 3.6 0.4 Zq ~U N ~9C10
leading to them. SEEDBED PREPARATION NOTES C.F.S. 0.25% Ft. F.P.S. 0.033 Lb/Sq.Ft.
600.0 4.60 4.5 0.6
3. Remove and stockpile any vegetation or topsoil to be used in mitigation areas. I 1. Surface water control measures are to be installer e to be installed according to plan. C.F.S. 0.25% Ft. F.P.S. 0.033 Lb/Sq.Ft. Dd and spread with topsoil (if available), 3' deep. Total 800.0 5.10 5.2 0.7
4. Starting at the entrance weir, and working towards Stony Fork, clear and grub, excavate and 2. Areas to be seeded shall be ripped and spread o
grade the inlet area. seedbed prepared depth shall be 4' to 6' deep 4' to 6' deep. C.F.S. 0.25/o Ft. F.P.S. 0.033 Lb/Sq,Ft.
3. Loose rocks, roots and other obstructions shall be 5. Fine grade and seed bare areas above level of backwater according to seeding schedule. not interfere with establishment and maintenance fictions shall be removed from the surface so that they will 1000.0 5.70 5.6 0.8 d maintenance of vegetation. Surface for final seedbed C.F.S. 0.25% Ft. F.P.S. 0.033 Lb/Sq.Ft.
6. Remove accumulated sediment from sediment traps #18 and #19. Remove the sediment preparation, at finish grades shown, shall be reasc i, shall be reasonably smooth and uniform. 1250.0 6.40 6.0 0.9
Q soil test is taken, fertilizer and lime shall be traps. Fine grade and seed bare areas, according to seeding schedule. 4. If D d lime shall be according to the seeding specifications o
abave In addition. oravld. I s llbs /I 00, sa ft of < a - / 5. if soil rest is Taken, provae lime and fertilizer acc !1000 so ft of superpnosohate C.F.S. 0.25% Ft. F.P.S. 0.033 Lb/Sq.Ft. )d fertilizer according To me son Tesl report. A soii test is
recommended.
6. Lime and fertilizer shall be applied uniformly 2 DAILY FLOW CHANNELS ied uniformly and mixed with the soil during seedbed
preparation. 3
7. WATER all seeded areas and keep moist until nev moist until new grass is established.
Seeding Schedule See Seedbed Preparation Notes
il
Sheet:
i I A
3 of Three
Job Number: 19 2.13

i v~'
! i

;I E G E N D DETAIL SYMBOL BEEE6EN~f Proposed
B, _ Diversio Ghanne! s.R. ~
t •i 51TE BOUNDARY O' " ~ Y ~ . ,
L ~ rn IIMIT OF WETLANDS y N
e' N ~ FOUR LIMIT OF AFFECTED WETLANDS ~ ~ ~ ~ ~ ~ ~ Y ~ ~c
o OAKS
PROPOSED WETLAND MITIGATION AREA Quarry u P!t ° Seaboard Coast In
PROPOSED WEILANDRESTORATION /T
SI 1 FUTURE PIT LIMIT
L1MIi Of ExISTING PIT ei
° U.S. H OMIT Of INITIAL TOPSOIL REMOyAI ~ - - - 301 Hannah Geek ~ s~+a ~~+~x R u rn.r~ ~e ~Nrrs ~ rti, tea wva~z~ sdd~
EXISTING BRUSH BARRI MITIGATION ER xxxxxxxx AREAC
EXISTING CONTOUR ~ / BENSON
PROPOSED CONTOUR ~ „ _ .
no N SCALE. 1 -14000 15Q Compiled hom f/S.GS/ OueJ Sheets end N.CD.O.T. MPghwar A4ap
"'-Initial Dike Only
POSED SPOT ELEVATION + 152.4
HIGH POINT H.P.
EXISTING TREE LINE
PROPOSED TREE LINE r+.~r+
.M.~.~~~ , (And ClwAny IImH) _....__s..__,._.._..~.._____.~
i ! ~ NOTES
• 3 i ROPOSED CULVERTS o (w~omatPtaactwn) ° 1. Topographic information from field
- 4 ~ 1.v0
measurements by Whitt Land Surveying, PROPOSED DITCH Raleigh, N.C. and U.S.G.S. topographic
, ~ ~ ~o ~ (Stona Unln~ i
quad sheets "Four Oaks, N.C. 1986 and PGR~POnEDDITCH ° Benson, N.C. " 1973. _
~ c ( U Ind - ,

r ROCK CHECK DAM A ~ 3 2. Wetlands boundar certifi °r~~,r:~,:~ Y ed by S.
~ L~~ • a Kenneth Joll Biolo ist, U.S. Arm TEMPORARY DIVERSION Y, g
• ~ ~ • Corps of Engineers, Wilmington _
TEMPORARY SEDIMENT TRAP x` ~;6~ District, Ralei h Field ff~
. g 0 ice, 23 A nl A 1990.
SILT FENCE 5 2
~.,5~ 3. Erosion and sediment control for
~'r proposed pit expansion area provided on ~ ~ - ~ - ~~_._.W.___.__.._..~.___.---
. . p ~ ! ~ ~ a separate plan, dated 29 June 1990. _ _..___.._..____J,_._._______......_.w....
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w.- / t--- . _ `''4. ~ • ~ • ~ ~ Mite anon Areas . ~ ~ 1 ~.rzwF~rz. -
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r a ' D L u6T \ • - T • • . pAM k1i7N 2 N PRo e~YeKl 2 \ • . 2 Control Plan
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Scale: contour iAtwv*f • S $00 y
Nt Aso - I fo8 , IGATION AREA ? ~r s 300
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• T~Mr-~P-A 170 100
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~1~.~ _2~~--. " - w --toe or pteu [nags nir-nee uF urv. J - Srt3E5 C~ SPI, LW AI _ - _ - p o Side Slope of Channel Min. ~ , ~ t~{~,,,,
i { o - 1 / - _
1.., - - - - Lh~ll[}'nO:~Or~,rOtivwlltn- -T - - - - - - - ~-J7 , L_ - "~-.4 r FL o~~~o~ - ~l L- OW ~:o.•':~:• #5 WASHED STONE ~ ~ 1:1 MAX. 4.5 Ft ~
'llllt~u ~ ~ 1'rua~ sro¢ncr rc~r 5rrns~ro 1~.~~' ~ ~ ~ ~ ~ ~ .<~;;<~~:<,,:.,~ ~ t},~ #1 RIP RAP / ~ ~
~ ~ ~S:Oi~~E~R SiCRhG .OHE It0ldl Oti:ui CnPhG1Y ~ ~ 3 ,l 3 F I 1 Len the See Schedule Below ~ j ~ ~ C~ a:. SB;j'U2~1
°0r~ii~~i, _ I 4~ y~~,:.,; 3 "E j v
1,S~AW(. SIDiu(Ni DEPIN l-5'~.I l'r. I ill I', ~;=~'Iji,'_n~i ~ ~1i. ~~1~ ~ I `4 MIN. ~ ~ l a 1
ons ruc ion a uence I„ ` _ PROPOSED t,1;TlGAT101J AREA
/ uexly VU ~rVCI C( '(CiuC Vi CE~I.~.Ci E!` Firsi place Riprap and _ SECTION - ' o ~ z I 5.39 ACRES
' BCIl3t)il 1 1' 1V11 1 7 1 iT A1' aS COII~fYlfCfl0Y1 SC( NCYICL ~4 UI 1~~~ era„ u>s~W ~~~rn T...s rr,rr .s nenu~ro SEGTIi^N TIIRU Otsl't r~P~TER t10 SC;~~E Not t0 SC21F Stone Filter Berm, Then Not to scale Settling Basin excavate settling basin, ~ r, ~ ~ Wn~
1 ~ +
1. locate and fla clearin limits shown on tans as ed es of the ro osed wetland <a„~,Y n~~-,,..~ ~ ~ ~ o~ Filter Berm 1 ~ North ~~,~~~~,,5~k,<<,~,~, „~h•rt,r~,k~~~,~,_~-~,,,< <,~~~~~_~~,~~,s t~iv S21
9 g p g p p -----.~~r5 or s~„~Wa. r- € s:~~,.. ~ ti,, ~ I ~ ~ ~ a
mitigation areas, and edges of the proposed wetland restoration areas). r . ~ < ~ ale 100' Freeboard R ~ P -
2, Call NC EHNR, Division of Land Qualit Ralei h Re tonal Office to Hoff the Re tonal Freebc Y~ g g - fY 9 --10 i~ , ;
I Engineer, John Holley, that construction is about to begin, r~ / : , ; ; , a.. a~ 4.5 Ft. s< , ~ ~ ,
- ~ ~ ~ ~ , 3.25 ff. minimum width undisturbed buffer steps shall be established and mamta~ned at the - ~ u~~ ,arroaQao ~ ~~~~\1_I , , ~ , <ti ~.;.~m SIDE SLOPE r, ~ ~ ` _ ~
~1n~r~n+r -~A / tout i exlstln wetland ed e of Mite anon areas A and D, as shown on the Ian. Clear! mark 4. - f - ! g g g p Y p,-;/ ~ ~ i 't - - - _ - - _ _ y i i ion
I ul~ i and flag these Imes. These buffers shall remain undisturbed throughout the duration of 3 ~ ; ; i 13, i _
~ -.~'S wn,uro ~ " , . q~~ - yl -C, ~ prif-_-- construction. No construction vehicles or equipment storage shall be permitted in these ~ ~ ~~~;-~,1~' ~~°"r eF ~ Not to scale LOW THROUGH CHANNE ~ i I ~ . _ CROSSSECTION L I ~ rea i _
Not to scale ~ - ,
~ areas. Intrusion into the buffers shall occur only In those locations specified as graded , Il_-h ~ \~j;~ ~.,Il~, 7 I ~ ' . Rock Check'Dam Schedule 7iz41so i .F I ;
connections on the Ian, and at the times ecif~ed in the construction se uence. 7' ~"R°'-----~ " ' Rock Cher p p q SECTICrt THRU (1 F.RId ft f'ILTER PERSPECTIVE VIE1'! I, , ~ . t _ - _ _ _ - Filter Berm ett Ing assn 1, ~ ~ ~ -
NO SCALE NO SCALE - I ~ LOCATION Width x Height L x W x D .
Work Area 1: Mitigation Area A outlet. - ~ ~ Outlet of f , _ _ _
•Clearl mark and fla the Miti anon Area A undisturbed buffer stri G Exis ml Y g g p t 1 I ~ ' 4 ~ - G Existing Channel 12 Ft. x 4.5 Ft, Not Required A ~ ~ ~ , ~ - k _ - _
• Install or renew rock check dam G accordin to the schedule in the rock check dam Inlet of g Inlet of i ~ ~ ~ _ Cu vent to ~
detall, MMA Benson Duarry ;6127/90 H ExiStinl Sediment Tra (Filter Barm Schedule Filter Berm . I / Existing Channel 12 Ft. x 4.5 Ft. 40 x 40 x 4 x . 'x ~ ,
• Inst 11 r k h k f II Disturbed Sediment Dimensions Top w~dm x Flow 0 a oc c ec dam and se t ng basin H, according to the schedule in the rock check TRAP Area store e L x W x D bottom width . Flow Outlet from r
offslte I , , I _ offsite Farm Pond 50 Ft. x 4.5 Ft. 30' x 30' x 4' ~ I
dam detall, North Berm Perimeter Tra s Outlet • Trap ( , Y\ \ ~ I . ' - Outletabove Mitigation ' I' ` l _ _ _ I a:
Install or renew the existing culvert outlet apron, according to the outlet protection detail. MMA enson carry 7124!9 1 1.07 Ac s71 a, Ft. 20' x 1s' x a' 1 r x s' J Area'E J Area'B' 50 Ft. x 4.5 Ft. 70' x 20' x 4' ~ r r
• Clear ve etation onl as necessa 1o install sediment tra s 20 and 21, and the diversions Sediment Tra 1Filter Berm Schedule Filter Berm Trap downs g Y ry p Downstream end of ~ ~ ~ ( ~ i 2 - _ -
Di tur a Sediment Dimensions To width x 2 1.10 Ac. 998 Cu.Ft. 20' x 17' x a' 12' x s' K Miti ati leading to them, s b d p Trap g K Miti anon Area'C' 60 Ft. x 4. F ~ ~ I ~ ~ ~ g 5 t. 20 x 40 x 4 ~ , 1 i ~
• ~ TRAP Area Storage L x W x D Bottom Witlth 3 1.09 Ac. 989 Cu.Ft. 20' x 1s' x a' 12' x s' Prior to removal of topsoil or overburden from the mitigation area, rnsure that all sediment j ~ o - _ _ ~ i ~ ~
Perimeter of Existin Plant Trap traps and diversions specified for the West Berm, in the Pit Expansion Erosion and a 1.04 Ac. 944 CuFt. 16' x 20' x a' 12' x s' 3 R i ~ ~ I ~ ~ I~ 3 R
~ Tra o Sediment Control Plan, dated 29 June 1990 have been installed ass ecified, Maintain p Trap ock Check Dam with o tional Settlin Basin ~ ~ ~ - - , i~
' p 20 0.70 AC. 635 Cu. Ft. 14 x 15 x 4 9 x 3 5 0.90 Ac. 817 Cu.Ft. 14 x 20 x 4' 12' x s l `r x` 2 =
these devices, removing accumulated sediment from traps when sediment depth Trap Trap ~i ~ iu 1
' a roaches 1.5 Ft. 21 1.50 Ac. 1361 Cu. Ft. 23' x 20' x 4' 12' x 6' s 1.07 Ac. 971 Cu.Ft. 16' x 20' x a' 12' x s' pp Trap ' ( BEItVEH ~ i i ~ ~ I l~ ~ ~ PQND
• Insure that existing overburden storage areas have been seeded according to the Trap 7 1.07 Ac. 971 Cu.Ft. 16' x 20' x a' 12' x s' •I 'I~
i 22 1.50 AC. 1361 Cu. Ft. 23' x 20' x 4' 12' x 6' Trap seeding schedule, to establish vegetative cover, s 1.07 Ac. 971 Cu Ft. 16' x 20' x a' 12' x s' i U~ ~ I l I ,
• Notes: Traps are sized for maximum disturbed area west Berm Perimeter Tra s Clear and grub the mitigation area, i n- er ear. Tra 1~, ~ / ~ • ; iJ ~ _
i with 2 cea outs p y p I • Proceed to rough grade the area. Place topsoil and overburden from the mitigation Length is perpendicular to Filter Germ. s 1,33 Ac. 1207 Cu.Ft. 20' x 2a x a' ,2' x s' Place material from excavation on ;a4-` ; ~ ~ ; i I ~
4 I ~ area at the location of the West Berm. Clean out whenever sediment depth exceeds 1.5 Ft. Trap downhill side of flow. Use additional ' ~ ~ ; I i ~ ~ - ' q ~ i ~ ` ~
10 1.24 Ac. 1125 Cu.Ft. 19' x 20' z 4' 12' x 6' fill to achieve specified height and ;ao ~ , ~ ~ I - ~ ,r ~ ~ i
o ~ • After the subbase elevation has been reached, examine the drainage at the edge of Trap width, ~ I o~'~ ~ s
~ th W tl n f f r 11 1.65 Ac. 1497 Cu.Ft. 25' x 20' x 4' 12' x 6' e e a d bu e . Install silt fence, as required, at any location where sediment can flow Trap 12 1.50 Ac. 1361 Cu.Ft. 23' x 20' x 4' 12' x 6' FLOW ~ _Compacted Fill. - ~.j ~ ~ X i FL - ax Seed an m f h i ~ k ow ~ - j1- d u c d versron channel ~
1 across the buffer, Trap ~=-j I I 1=1 I I I~* - - - - - and dike immediate) aft r ~ - i - - Y e c. . _ - -
• Place topsoil and or mulch from affected existing wetlands, to reach finish grade. Fine 13 1.35 A~ t225 20' x 2a' x a' 12' x s' _ _ 4.~ construction. Choose an
Trap ' .i,=i~i_', _ grade as directed by the landscape architect or mitigation specialist. is 1.40 Ac. 1271 Cu.Ft. 21' x 20' x a' 12' x s' - _ _ I = - appropriate seeding mixture from r , , - : ~ ~,M ~i-t - K C N
• Proceed to plant the mitigation areas, according to the mitigation plan, under direction Trap - _ - _ - the seedin schedule. ~ ~ ~ •'u - g ,.r,ti~~„fii~~~i~~i~~~,ia~?~~n,,,t .r/.,r SETTI,I 4 Z
of the Ian r hit t ~ ~ 15 1.00 Ac. 908 Cu.FI. 15' x 20' x 4' 12' x 6' dscape a c ec , or mitigation specialist, _ _ _ Varies: 3' 0" Min. Varies: 3' 0" Mln. 31, ~ ~ tiq• ~~~~•g% ,,p
Reler to Pii Expansbn Erosion and Sediment Control Plan, I rl~~~' t',bti, ~ ;
• Breach the undisturbed buffer strip at the graded connections shown on the plan, or as da,ed29June,gso,torP~aeementelthesetraps. Inraps 1 have been installed, prior to beginning construc,bn of
dire to th I n t ~ TEI c d by e a dscape archrtect or mit~gatlon specialist, Install set hng banns and filter Mitigation Areas, continue lomaiMainbycaeaningout TEMPORARY DIVERSION
berms at location of raded connections, as shown on Miti ation Area T ical Section accumWatedSedimentwbenSedimentdeph G Note 9 9 Yp approacnes ,s Ft. G Not to Scale
I Detail. Clean out settling basins as required.
7 Tem ores a im n ra S d e tT
• When vegetation has been established and the mitigation area has been stabilized, N.T.S.
remove any installed silt fence, Remove filter berms and settling basins,
• Maintain upland sediment control devices, until upland areas have been completely
stabilized, Reseed bare areas as required to establish vegetative cover, Seed and TURN END SEGMENTS OF EACH
maintain new overburden storage areas to establish vegetative cover, PREASSEMBLED 1 SECTION OF "See Rock Check Dam Detail
FENCE TO FORMA "U"SHAPE for Filter Berm Construction ~ R~ WHENEVER FLOW IS NOT 90° TO FENCE
I ork Area 2: Mitigation Area D Grade through Buffer only at Connections to Stony Creek ~
egin next shown on plan, Each Connection is 20 Ft, wide. ~ ~ IJ'O.C.(TYP) t'~
• Clearly mark and flag the Mitigation Area D undisturbed buffer strip, ~ 0~. 100' Section N O
• Prior to removal of topsoil or overburden from the mitigation area, insure that all sediment ~ ~ ~ Install 15' x 20' x 3' Settling Basin 3:1 ~
traps and diversions specified for the North Berm, in the Pit Expansion Erosion and N! , ~i0 r - wl 18" Ht,Filter Berm at Max. ~ J
Sediment Control Plan, dated 29 June 1990, have been Installed as spec~f~ed, Maintain P VIEW-IVT . 3 3:1 Graded Connections Slope Y.
these devices, removing accumulated sediment from traps when sediment depth 148 ..............._o ......Max.
approaches 1.5 Ft, o r Slope pri final Grade _ - ~ P LE 146 ....................................••g..~,............................. El......................... ~ _ ~-I
• Clear and grub the mitigation area. SUPPORT NET ~ ~ ~ - a 4" - 6" of Mulch and Topsoil at EI.143.5; - 0
• Proceed to rough grade the area, Place topsoil and overburden from the mitigation ~ FILTER FABRIC - MIRAFI OR EQUAL 144 ..a................................_ v...,';.......,.,.y . Sub rade at ±EL t 43.0 UN ~ -z.r ~ ~ ~~I rit~~11 -
36 WIDTH SEWN TO - - _ - _ _ _ _ _ - _ _ _ _ _ _ 142 - _ _ - - - - - - - - - - - - - - - - - - _ _
~ area at the location of the Norfh Berm. ~ d SUPPORT NET AND - •
• After the subbase elevation has been reached, examine the drainage at the edge of STAPLED TO POLE N ~ Mitl atlon Area: Distance Varies
~ the wetland buffer, Install silt fence, as required, at any location where sediment can flow (PRE-ASSEMBLED) ~ • r{
across the buffer, 25'-30' Undisturbed B ff r BACKFILL -TAMP UNTIL FIRM u e ~
• Place topsoil and or mulch from the pit expansion to reach finish grade. Fine grade as - UNDISTURBED SOIL R~ PZ
directed b the landsca e architect or mitt anon s ecialist. ,,~>;n: 6"TRENCH .~x: 0
I Y P g p • Proceed to plant the mitigation areas, according to the mitigation plan, under direction INCREASE TO l2" T ical Section. Mltl anon Areas A & D
6' FOR SANDY SOIL 2 Horizontal Scale: l" =100'; No Vertical Scale
of the landscape architect, or mitigation specialist. NOTE: I NOTE: FENCE ILLUSTRATED IS CELANESE MIRAFI ENVIRAFENCE. Q 0
• Breach the undisturbed buffer strip at the graded connections shown on the plan, or as OTHER OTHER TYPES/ BRANDS MAYBE USED SUBJECT TO APPROVAL
i directed by the landscape architect or mitigation specialist, Install settling basins and filter BY LAN BY LAND ~ ~ SCAPE ARCHITECT, ~
berms at location of graded connections, as shown on Mitigation Area Typical Section
~ SI I Detail, Clean out settling banns as required, Silt Fence
Not' • When vegetation has been established and the mitigation area has been stabilised, Noi io Scale Seedln Schedule and S ~
~ remove an installed silt fence, Remove filter berms and settlin basins. eedbed Pre aratlon N t g o es p
Y g
' • Maintain upland sediment control devices, until upland areas have been com letel p Y SEEDING SCHEDULE FOR All GRASSED AREAS
stabilized. Reseed bare areas as required to establish vegetative cover, Seed and
maintain new overburden storage areas to establish vegetative cover, PLANTING DATES S MIX RATES: LBS/ACRE
March 1-June 1 a lespedeza
Work Area 3: Mitigation Area 6
• Clearly mark and flag Mitigation Area B. ~p a1~=~-.Tv~~oC (scarified) i
• Install rock check dam and settling basin I, according to the schedule in the rock check KY-31 Fescue l20
AMP M(T2~ -To ooiJ~o~M -To 51
dam detail. Install the diversions leading to rock check dam I. June 1 -September 1 KY-31 Fescue 120 Miti anon Area C
a ('ions vanatrrtinn nnly nc nArACCrrnr to inctrrll ca~imAnt tree 77 nnrl thA rlivnreinnc I6!'If'tlYl/V a ~ ~~f7 1`r'~ l Y'a t~l7 W tl~ 1"W'Lii~~ Cnrnhi im _ C~ irlnn h.,4,.~.J~ CJl - _ _ _
r...,.r .....J. .....rr.... r r ~ r rvvv~.+ur l rv rr w. urr vvun,rvr n uuN a. , ur ru a ru urvvr„ru w rvuuu y a y u Quuu i yv ua J.l on ro Pan
t0 ft. G G r Ise,' Lr:~1 - _
• Install silt fence above the diversions leading to sediment trap 22, as shown on plan. September 1 - March 1 Sericea lespedeza & Details
(unhulled; unscarified)
+ • Install or renew rock check dam and settling basin J, according to the schedule in the • i KY-31 Fescue 120
rock check dam detail, ~ Abruzzi rye 25 North
• Install silt fence between rock check dam J and the initial it expansion dike, as shown
on plans. - i
• Insure that existing areas at the edge of the quarry plant and stockpile area have been Fertilize seedbeds with 2 ions/acre lime and 500 Ibs./acre 10-20-20
seeded according to the seeding schedule, to establish vegetative cover.
Mulch with 2 tons/acre clean straw or ha, .f
• Clear and grub mitigation area B.
• Proceed to rough grade the area. Place topsoil and overburden from the mitigation Tack with rapid setting emulsified asphalt at 10 gal./ 1000 sq. ft., or other Scale:
area at the location of the West Berm. tacking agent approved by Owner, 0
• Place topsoil and or mulch from affected existing wetlands, to reach finish grade. Fine 1
grade as directed by the landscape architect or mitigation specialist. SEEDBED PREPARATION NOTE
• Proceed to plant the mitigation areas, according to the mitigation plan, under direction
of the landscape architect, or mitigation specialist, 1. Surface water control easu are to be installed according to Ian.
(o OUj . Maintain upland sediment control devices, until upland areas have been completely r eo Out I t Prote tin p e c 0 2. Areas to be seede shat e ripped andspread with topsoil (if
2 N.T. S. 2 available), 3' deep t I b ed prepared depth shall be 4" to 6' N.TS. deep.
stabilized. Reseed bare areas as required to establish vegetative cover, Seed and I
maintain, to establish vegetative cover, ( or pave with crushed stone), any new plant 3. Loose rocks, rovls of structions shall be removed from the 25 .tip Y ~qqo
and stockpile areas. surface so that they wi not rfere.with establishment and maintenance
of vegetation, Surface f al seedbed preparation, at finish grades - -
A Work Area 4: Mitigation Area C shown, shall be reaso I oth and uniform.
I • Remove onsite and downstream beaver dams. 4. If no soil test is taken, fertilizer and lime shall be according to the seeding
i • Install rock check dam and settling basin K across the existing Stony Fork Channel at the specifications above. In addition, provide 15 Ibs./1000 sq. ft. of super
phosphate,
downstream end of the site, as shown on the plan, according to the schedule in the rock ~I 5. If soil test is taken provide lime and fertilizer according to the soil lest
check dam detail. report. A soil test is recommended.
• Proceed with grading to redirect stream flow into the original pre-channelization stream 6. Lime and fertilizer shall be applied uniformly and mixed with the soil during
bed. seedbed preparation.
• Proceed with clearing pruning, and planting, according to the mitigation plan. WATER all seeded areas and keep moist until new grass is established.
I • When site has been stabilized, remove accumulated sediment at rock check dam.
j Remove rock check dam. Seed to stabilize any disturbed upland bare areas to 2 Seeding Schedule and See
dbed Preparation Notes
reestablish vegetative cover. 2
~ j
Ii Sheet:
' I i
I0 I i
2 of Two
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I Job Number. 1902.13 1902.13