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Home My WebLink About20080586 Ver 1_Restoration Site Plans_20080319NORTH CAROLINA 4 U 10 l 0 SOUTH MUDDY CREEK STREAM RESTORATION PROJECT McDOWELL COUNTY, NORTH CAROLINA FINAL DESIGN PLANS TH M CREEK o ? s? o Q ndOtt CHRUCH "Ry sn? rA 9 UTH F b O RS K P? SITE 3 LANW LAME f I 7H F aw s Crag _ 20 0' 20 0' 4090- 11111111 SCALE (FT) PREPARED FOR: r? EFn?i aV(cse' r;e'n ± PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION SHEET LAYOUT TI TLE SHEET ................................................................ REFERENCE SHEET - SOUTH MUDDY ........................ REFERENCE SHEET - SOUTH FORK HOPPERS.......... 0&@,Wfl T1 V Rt JU R2 f SYM . O ? / MAR j N SH EETS - SOUTH MUDDY ................................ Pi-P5 9 ?OU8 PLAN SHEETS - SOUTH FORK HOPPERS ................. PROFILE SHEETS - SOUTH MUDDY P6- 14 41 r 'WATER PFt ............................ PROFILE SHEETS - SOUTH HOPPERS ........................ UAijr PF6-PF12 STORA A y PLANTING PLAN - SOUTH MUDDY ............................. TER SRAw L1-L2 PLANTING PLAN - SOUTH FORK HOPPERS ............... L3-L4 TYPICAL SECTIONS - SOUTH MUDDY ........................ X1 TYPICAL SECTIONS - SOUTH FORK HOPPERS.......... X2-X4 DETAILS ....................................................................... Di-D7 NOTES: SOUTH MUDDY CREEK SITE LATITUDE 35-37-31.33 N LONGITUDE 81-51-29.47 W SOUTH FORK HOPPERS CREEK SITE LATITUDE 35-34-38.18 N LONGITUDE 81-52-45.82 W RECEIVED FEB G l i?;a ECOSYSTEM E P RAM u0@90wimp MAR 7 2008 WETLANDS AND STORMWA? BRWH SOUTH MUDDY CREEK SITE STATION 3 41.51 END PRO CT Q5 lVm 492 x IlG ??b?w r ` Q / I i mvnm a menu os IN PQ It O _ /fir • e' M ,, A RAIDDOW AM LAFINY Roca" STATION 10+00 BEGIN PROJECT ' r ou"m m) CDCWW M! pUIPA1 OR in q 7" 150' 150' 300' SCALE (FT) PROJECT REFERENCE NO. SHEET NO. 11 PROJECT OESNNER CDM APPROVED BY KLT SOUTH FORK HOPPERS DAIS 01 29 2006 CREEK SITE Itl? 'rr = - . l ?. ATI 49 "? I EGIN P _..i? I ? I STATION 22+44 END PR JECT i UT 1 . ? a , I SOUTH FORK !HOPPERS CREE i i UT1 I I i 1 1 P13 - j HORIZON END UT1A p? TERR START UT18 I I z I N p? I I = ? I I OF SOUTH MUDDY CREEK r .zoo' • 00' a00' RESTORATION SCALE (FT) SOUTH FORK HOPPERS ',Ka HHO? •G, Jon M Z= CREEK REFERENCE ROOTWAD CONSTRUCTED RIFFLE BRUSH MATTRESS EPHEMERAL POOL COVER LOG LOG J-HOOK GEOLIFTS HAND GRADE, MAT & LIVE STAKE GRADE 3:1 SLOPE MAT & LIVE STAKE TREE PINE POWER POLE GUY WIRE SURVEY CONTROL POINT GRADING LIMITS WOODS LINE Mela I Wr- .ep J. 24 0 0 -o 0 PROPOSED THALWEG EX. THALWEG EX. FENCE EDGE OF PAVEMENT EX. MAJOR CONTOUR EX. MINOR CONTOUR PR. MAJOR CONTOUR PR. MINOR CONTOUR OVERHEAD ELECTRIC PROPERTY LINE CONSERVATION EASEMENT LOGVANE ANGLED LOG STEP POOL ROCK J-HOOK VANE 10+00 10+00 x K 1000 OHE O O E 0 v o ?- Wv J Q U N 0 N 00+LI :V1S - Zd - 3NIIHDiVW W I ` 111111111\ \ \111,11 // / 11 11\ \ 11 1\\ / W I 1111 \ \ 111 /{? / 111111\\`\ \ 111111 // / ? I I 1 111\\\\\\\\\\ \\ 1 111111 / /?///i W 11 \ ? 1 111 1' W I ` \\\` N\\ `` ? 111\111 ?• /^ J/I // / ? I I I ( ? I ?'\\\` ?\\\?\ 1 111\1\11 I \\\\\\?\\` 1 11\111\ \ ll lj^,?Jl/? I 1 \ \\\\lllllllll ? // ( \ I i /J?j /JJ// I / W I 1 N/ JJ1JIIjlI/ ( I /11\\\\ (/ //??/J?JJ//? I I \ ? I?j??l?fllll I W ' W I I `\ lllllllllllll 1 1 IIIII / JJ J J? ' I I \ IIIIIIIIIIIII I ? //// /// I I \ IIIIIIIIII II I I / / / ? ?// ////J/J//J? ? W I ? I \IIIII III 1111 / /7` // ///j r I I J/ / 1 ? i / 11111`\ \ \1 ` ? ? ? ?\` \\I \ 1 < < 1/? l i i l l ? ? ?' 8 I / 14 1111\\\1\1 \1 \\\\\?\I \\\\\\111I??1 ? / ?\ I ( III\\\\\\\ \ l l l ?? I I I\\ \ \\ 1 1 11 ? ? 1 \ 1\\\ \` I \? \ ????\\\\\\\ \\ \ 1111 1111 ? ? ,? W I 1 II 11\?\\ (\ ? ? \ \\ \\\ \ \ \ 111 \1\\\` \` ? ? \ III I ?l1\\\ ? ? \1? 1111 6\\ 111 / \\ \` \\?\\\ s 111\ \\\\\\ X111 \ / \ \\\\ \\\\ .a W I ? ? Ill 11111 ?1 \ ?? I \) \ 1 ? ? . ,? ? 11 l l l i l \ \\ \ ??\11111 ? 1 \\ =`?\` W I $ I \ \ \ \ \ \ \ \ \\\\??\?\ \ \\\\\\\\\\\ 011 W ` \ \ \ \ ?\ \\\ \\ \ \ \ \ \? \ \\ \\\\\ W \\ ? ? \\ )(\(?Sl///? /?, `IIIIIII / \? ?? \? W a$^ ?\ \ I I . • / ` \111111 / \ \ \? I 0 U \ I i . ?. I . I \ \ //?J/J / I \ \ \ Z of \ 11 ` I I ?il /I W \ ?? 1 1 \\\\\ \\\ I ?\\ I I ?? \ 1 \ \ \ ?\ 1111 \ 1 ? I I C3 Z a m \ 'IIII I \ /?/? \ I \ ? ? / illlll`\\1 \\ ? j ?? ,, \\\ a 00 W ? \\ II??? I I?I I I I \ 1??1 ?So \ I ? ???I I I I I I I I ) j/ / V1 4 I MATCHLINE - P1 - STA: 17+00 --- ?, -?- ? --- IIII,-?-? I I IIIIIIIII \ i ? 111/11111 / 11/1/111 I / 111111111 I ? / 1111111 I ?? 1 ?? 1111 "' I ? ? .? \?\111 I ? I \I\?III i f IIII I I IIII II? \\ i I 11i1, I I ?'\ I I 111111' \ I ? III I I I I/ ? i ? ? i ? lip?lllll ? I ? ? ? Illllriil/ / I ?a \\ ?? Ijl?llllllj l I I ? ? \ 4 1111111N I \ / III I ? ? / 11??i1I4 I I // ? \ / II?II?11 ?- 1 I?IIIII '11111 i ? I I lII Il Ill M I I I III ? / ? I I IIIIIIIjiI j l Z o / I I 11111111 1 o? / I I III \ o ? ? I II ? \\ Ijlllllllli I I I \ 1111111111 I I 1 III I I \ 111j111111 I I 1 IIIIIll1111 I I I ? I ?1\IIII Ill I I ? I ? 1 ?\\\?\111 I I s 1 11 ?? \j j I?IIi 1 IIII 1 Il I IIIIIIII`I I I I I Ihl? ^' I I 1 I 1111, I I I I 1 Ijlll I a 1 1 IIII 1 IIII 1 ?? 11 ?I?III I I I ® ? Illl?li " I ? , \ 1 Ills \ 1 II , \ I 11111 \\ II?? III?1 ` I ? I IIIIIj?U -= ----- ?-- 1,11 MATCHLINE - P3 - STA: 24+00 1 I I ~^ I \ I? I \ I? 1 \I? 11 1 I I I i I V VI I I t 1 III I\? I \ 1 I ? 1111`11 I 1 1 I i \ I IIli11 Il l 111 111 'I I / I/ I 11 i. iI I I cl ?' I I I II ` 14 ? I ? ?g I ? I ? I I ? I 1 'lag \ I I ??I / I I / I I m I I I ?Z? o \\ ? I I = oiZ \I?? I I I? I 1 I ? I I I II I I I I \1 I I ,? I it ?I II 11 I I I I I ,IIII IIII I 1 I I / I IIII I IIII ? ? ' , / I o I I ? ? ?, 111111 1 ?_? ? I'? b , I ?I /III . ? / i' ? J l i I ! - J - - N O N 0 D r m ? N O v O c t • • • MATCHLINE - P2 - STA: 24+00 1 1--- ? -III/ll/ /1 f 11/1 0/lI Iii ; I 1 I14i1/1 1 ?//li ; N 1 ? i ? 1 Illllllj/ /l1 jll ? I I ?? \\ Ijlllll 111 11 \ i ? I I ?? \ 1111 1 . ? '" I ? \\ jl1ljli IIIII ?I I I I ? ?IIII .1i4??.i 11111 ?? 1 1rlll ?I\,?ili iI .\\I1\111 A I ? 1 ? ?j?lllljl\\`? \ 8 \ IIllI/j/????? h ( ? \ Illlll?///jar I I ? 1 ? I I h I II i I I 1 ,? I ? I 1 I I ?? i 11 / II I II II \ II i \ /I I 1 Ill I g Ij11111 ? _ I \ 1111111 I I l11 I a ii?i?ll I Iil 1 -' (1111(1 it 1 I I ? ,?? ? ---Till 1 //111111j11 / I I I I I ? ? \' Il?llj 11/Illl?llli / 1 I l ?? \\ Hr\ I Ijj1111j1j / I I ?\\ w g \\ 11\\? \?I illiiii1111 /? i ,? \1 / ?1\I? I I I 1 1111111 ?? i I / 1\11\I \ I I 1 \ 1 ?" ?? / Iliiir? 1 \\\\\\1111- ? I I I liliilr?? 1 \\r 1111111 "' W M rn CD M ;G ma ?'I?'11?-- ???11111 I i ?zo I 1? Ili11i?11 \ ?\ ??\I\ Ir ?O_ 1 >o 1\ I 11 \\ 111 I ?? Vo? ? 1 \ 111111111 , 11111111 I 11 ?=o ? I I ? \ 1111„` I , 111,,111, 1 I ?, I \ ??\\ I?lllllil ? 111!111! / I I? w 1 I? I Ilgll 1 IiI?111I / I 1 \ ? ll?ii11111 11 lli"1111 / 11111 ,, II111 I I ?? ? 1111111 / 11111111 I I ?, I I / III s I ? ? - 111111111 11411111 ? 1 ) ? ?\ 1111 1 /llll?/ll ?/ ? ? I ? ? \ 1 1 1 111 /illll i ? \\ ?l?lll 1111 / / ? ?? ? ? I 111111111 / III11 ? i I '?\ \?? s 1111111 / 111111 I ? ? ? / I1rrr? \ \ I I I I I '?\ \ N? ? ? ' 11r1? 1 1 1111 / MATCHLINE - P4 - STA: 30+00 ON N n D mm v O JERRY RANDOLPH AND I LARRY RANDOLPH DB: 687 PG: 760 -E -E -E ?E E E E /Tx lam'--- - - - - - ---- ' ' / ROMULUS JOLLEY DUNCAN AGENEVIEVE TATE DUNCAN ' PROPOSED LOG A E (T P1 1 / DEL 320 PG: 744 -?? ll} / ' PROPOSED BRUSH MATTRESS (TYP.) / I - 1111 ( ?' I BRIDGE DECK PROPOSED CCNSIRUCTED WFLE (T,P.) cA 'kfEb / 1115_ SEE DETAIL 1 7+? , noo/ PROPOSED LOS VgfE (M) 1 u "` .:-i?f I NCtS um 7/,958 \ \ E 11 I.51 \I PROPOSED AUGNMENi M Lam-- ,--- ----? -_ -,??'/%?/???'?? r _--.?_ -?= °c? ??\???=_ =C?=I`1D\_?\ Ld C4 U -, xEKxT - - / / VOWING AU EN \ / \ \ / / / / I M h 1 \ ELLY.1155.09 I \ i / Q IIL1 \ J 00, PROPOSED ROOT WAD (TTP•) , d I1?f {, (llf PROPOSED ao?T ) SEE DETAIL DETAIL W I1 ? / J EXISTING _„xs- MRY ROT` t .- Q Ill v I GRADING f d 1 / ,?s N \ \ .' If \ I - - - - - - - - - - \`-- -- ---------------T'?? I ?1 ffl \\ - EXISTING :r 111 \ ' I NURSERY PLOT tt J! I CONSERVA7M EASEMENT / f.?lfl ( I ', 1 fl ` I r?lll 1 E -E -E IIE -E -E -E -E --E -E --E --E --E -E -q =ff1-E --E E -E -E E -E -E -E -E -E -E -E -E --E / i'I / I lfl , JERRY RANDOLPH AND / I ROMULUS JOLLEY DUNCAN AND f l1 ` LARRY RANDOLPH / / _ `III I GENDB E 320 PC: DUNCAN 711 ` _ DB: 687 PG: 760 ? !f f 744 / L • I, -PIANgEd.9 Jon M 2005 0' 40' I SCALE (FT) i I /\ PROPOSED ROON JFHOOK (TYP.) SEE DETAIL b PROPOSED ROOT WAD (TYP) SEE DETAR.® AUGMENT ro*c V71 PROPDSED N M? a r N? ( I1 a PROPOSED OEM" (TYP.) SEE DEUIL "itJJ / 111 CONSERVATION EASEMENT / i f T= E -- E -? /f f 20' 40' SCALE (FT) JERRY RANDOLPH AND LARRY RANDOLPH DB: 687 PC: 760 / L CJ ROMULUS JOLLEY DUNCAN AND GENBAEVE TATE DUNCAN DB: 320 PG: 744 ? 1 Y W i `Fkc? / m + m / IgN / I / Np • ? C , ' I rn i f 1 ? / I 1 1 y N O (n n D r m o A O 11 _ ? \ N I III 11</I \ (? ?i/ I S ? I ? II I . o ?? I ? J I I I I l ? II ?l ? ? I l ?? I l III I I I / I 1 1 I V I I I ?/ I l i ? II I / / / 1 / / / I ? I I l I / I / / II I i ? I /I ? ?I I I I I f i ??i l I j III I ? I I z? 1 I I? ' i l 1 ? ? II l r ?? jr (? I I / I 1 I I 1 I I ?I 1 1 1 I ? ? i/ N' ? I I 1 1 1 1 / I I I ' ??? /' ( ? 1 11 ll I I I ? ? II 1 1 1 ? ? / °? III III I \ III 1 1 I 1 / /? ? IIII I I // I I I I I / / ? ? 1 1 / II I I // / I?I 1 1 / I I l i l / } II i \ \ I II I / MIS _ _ _ 1 I I III i \ \ 1 I I I / ! 1 ? I iii }} _ it I I I A ` 1 l I ?`Ijl/ Ill/ l/ \ ? / l / - - - JII I I I I 1 1 / ???, ?l l?? IIIII?I / I ? __lI?II If I I I ?? / III r III 1 I ?? / ?/ I I I I ? l I °a? ' / I _ I I / Ili I I T.? P ( ? j /1 ?I\ \ \I\? III I ?V° ? / ./ ? // I \\?\ \ I I II l ? emu' z ? ? ? \ III 1 I ,? / ? 11 it } ? ? I I ll 1 . ./r, till /1111 LJ\1 ? \ \ \ \ / 11 I I a I a \ \ l , . ? III \ / r illl III ? \ \ \ / / \\ II \? \ \\ \ \\ \\ \ \ MATCHLINE - P7 - STA: 16+50 / / / EMSTING FARM ROAD TO / ABANOONEI? FILLED, / AND RE RETUURNENED TQASTI1pE CONSERVATION EASEMENT / / A / PROPOSED COKIpUL1EO Po I SEE TML , SEE OETAL / O N to N r-/, a W 2 I [?, ll-? Z.rn f 9 JAMES LEE HUNTER AND CAROLYN WORLEY HUNTER TAX IDO 164700475509 DEED REF: + 271-354 20 20' 40 11 11111 1 0 SCALE (FT) PROJECT REFERENCE NO. SHEET NO. 15656 1 P8 PROJECT DESIGNER CDM APPROVED SY KLT DATE 01 28 2008 i i i • CRYSTAL J. LEE AND TING XIONG TAX X)/ 164700179039 MEG REF: /841-529 I I i i a DTIA - PRESERVATION W CONSERVA,ION EASEYDVi YAUUY B. MELTON Jr. I TAX p/ 164700378663 DEED REF: / 844-827 I 20' 40' SCALE (FT) SOUTH MUDDY CREEK Y RESTORATION UT1-B PLAN • ? II PLANSETAp Jan to 2000 MATCHLINE - P8 _ I I I / 1 III \ llllt II I?llll ? / / llll?l111? \111111111 ?r 1 11 ? I ( / / 11111111 ? III1111ff I I I? / 1111111 I I 1 IIIlillll l l!l J// / l///? i l r r Ililll? l/ill ? i 1/ //?/?lI I 111 l III?? 111f !llll / I J/11 I 1 \\ \\? l l! lll! l /l / / / lyf II/I 1 1 I I I \ J/Is 0/1 1 // / / r/ I I r rl l/ l/ / r 1 ? r1 -?// 1 I IIII/ / // r I III •111 1 I I 1 1 1 l l/ /? ??" / / l 1 I IIII ? I rrr ?? \ 1111r VIII \ ?111? 1 111111 ?? III i 1-1 visa r?x` Ao• m NkV ?00 0Z 2 1 4 / // / l ! ? rl f l// l ll l / 1111 / /) 1 t?r.Jl/ // I? / // /// / / / / ? 111 (I $ 1 I ? ? IIII I ? 1 i I I i t I I I, I?? I I l l l f i i? ?/1 11?1?11 I 1 III \ ? (l I I I / I / I RXC ?i ?m L1 _i 1 1 _I i I I ?_ N c MATCHLINE - P9 - STA: 16+50 O C • n D C m m O p m r. . . 1111111 (/ ?// ? i I I I I I it --- -77 7 7 7 / ? L I III I ? ? I // 1/ II i I I ? ? I I? ? l I \ \ 1 i t ! ? ? I I I I 1 1 ll ?I I ? \ \ 1 11 \ 1 11 I I I I l l I llllp? \ \ \ 1 ??? it I l / I IIIII \ ? ?1 I? I 1 1 1 IIII\ 1 1 \?1 ICI ?/ / /// / / / I dill \ 1€ 1 1 1 II //// /// / 111 ?\\ \\ 11?\\\ I i / ? ,1111 ? ? \ \ \ \ \ \ \ \ ??// / / `111 ,, \ ? \\ \ \\ \\ \\ \\\\ ?? 1. 1 \ \ \ \ TAB '-- ? AmC Vw• 9 \ m yy?? Big ? ? ? 111 •?Q - . \.? % It I. - - 106 J _ I) I SOUTH F?RJC--HO'PPER'S CREE N 0 N 0 a m m v C 0 a o ? N v W J Q U N O N BZ+SI :VIS - Zld - 3NIIHO1dW I I ? I I I I I I) I I ? I I! I11?'Il 111 ? lll?ll 11 ?IIIIIII I?I?III ' I mow \ \ 1 1 \ 3 xo ? \ 1 1 1 1 as "j a e \\ \111111 \ 11 \\ \ \I 1 ? 1 1 l l i l l l l I? I /I II II III I ?IIII// I I I I I I 1 I I 1 )?I I?\?\\1\1 1 1 1 1 1 ?\ 1\\1 ??l I I I I I I I I11 i 1 ???? \ ? ? lli`tlllll"II \ ? ? ?\ \\ \ \ \ \ \ X111. 3f II66?? ?y ti UI / / A?----- 11111I,IIIII j\1)111 j / ? // // / / yy? M01 \ ? ( l I t1l llll? ??\\? 1\ 11 i Il ll i j/l tl ll / 111111111) / / / I l I \\\IIIIIIIII??I l /l l I lJl / I ? I l I l t?t?? ll , l /l J I J J l 1 IIIIII?In`?C J l 1«?? Ililllf ? \?,?? I I /l l KSgN pp b SpXW w _ MATCHLINE - P11 - STA: 15+28 I \\1 I r' rl 11111\\?i? `\ \ \\` \\I? \\ \ \\? / r I 1 (, (/?Ir IIIIII \\\ \\ \\\ / ? ? II III I Ir/r/ \ \ \ i \ \ \ \ \ \ \\ r r , 1111?I?; \\`1 \\\ \ \\\\\\ r I 1 ? \ \\ ? \ Iti\ \ 1 1 1\ I I I / / \ \ I 11111 \ I I I I ? // r 1111 \?\` \ I 1 1 1 1\ mX I I I I I / II 111\\1 111\\ A:? I I I I I I Illlr II \\ 111\\ ? ?-?? I I I I I II ?\\?? ? \II? III` `\\`\\ ? ? ??. Q IA ? I I rf jl? ???\\lt? ? ? rll(ll I I I I r \\\\\ ? IIIII I/////? ?/ ? I ! I?l r //?\?I IIIII(/ ///// 11 /i /jl I \t ?-- 1 1 III \ I ? // /? ? ? ?\ ? \\\ \\\ \ r MCA ??. 1 I(/?f I 9B }. FF SCE VCA ? x \ \ \ \ X °m (- v?SA 1O O u I I 1_ MATCHLINE - P6 - STA: 20+50 r N O n D r m ? N -{ O A O kp I I I I I N1uaAM B. u TAX Of 164; DEED REF: A 0' 20' 40' 2 4 SCALE (FT) b to _=_ j'?ifj /1 ?'?r? Sj/ _?^ •••_••••• Nlt III \\ \\ \ \ ` -/i/??,?i?i ???/ '•.••• ?{\\? it \ \ \ \\ \ ? \`? ` ? 141. 1 I v W J Q U N O M c 1 \ \I 1 \ ` \\ \ \ `? \ \ \ \ \ \ \ \ \ 1 \? , ti 1? 111 '.;. ) 1 .... /JI \I \\ \\\ 1 \\ /()III /f •`\' ?'•' •. I. . . .,•,','. •'. \ 1 \ Ih11/ /It 1. ...... .. I. . ?T it J 1 i I ?' .......i t II I \ ?' ?. <i a r / if / 11 if l r III r{ 1 1 ....1.•.,.,.•.....•€o.', ... i? I I I ?I / I I I I r fi.'..•.•.?/. ? I I I it / I { ........ ? .•... J•.•. i If I / 1 1 1 1 1 t 11 I I . ?! l t(1 . j.. .... ? I J( I it ''YII? ?1 I /\ I / J II 1 t /ti, ... / I $ J/ r / I I I I ? r '' / MAI" 1 1 ii 1 ` t\I .r -?? r I i rl I / I C I )?\il ?/J ? I I ? I ( I I 1 i I I" 1 PROJECT ONCE NO. SHEET NO. 110650 PFi PROJECT OESIGNIER CDY APPROYM BY KLT DATE 01 28/2008 1132 1132 E)OSING GROUND ? 1128 1128 PAOPOSFI! BANIEINL 1124 1124 f ix 1120 1120 1116 1116 1112 1112 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SOUTH MUDDY CREEK VERTICAL SCALE (FT) RESTORATION 20' O' 40' SOUTH MUDDY SITE • HORIZONTAL SCALE (FT) PROFILE U 1?+ pt Y T,ap Jm 24. WW ? I 11 f / I I / I I , I / . a o f n d of d ? + m N u W n ? ? 1 1 1 1 > 1 1 5 5 m rn ro m < W ? ? < > ? + ? N W S S PROPOSED 1NAL11EO m s 9 p + 1 a s o a N W 5 N W S y 0 q + ? a v + O m a p II 1 1 m H 5 m m 5 m 5 PROJECT REFERENCE NO. SHEET NO. 110650 PF2 PROECT DESIGNER CDM APPROVED BY KLT DATE 01/28/2008 1132 1132 400SIOG GROUND ,, 1128 ,, 1128 1124 PRDPOSE O BAMIRA L 1124 1120 1120 1116 1116 1112 1112 16+00 17+00 18+00 19+00 20+00 21+00 22+00 j SOUTH MUDDY CREEK VERTICAL SCALE (FT) RESTORATION 20' 20* 40' SOUTH MUDDY SITE • HORIZONTAL SCALE (FT) PROFILE ptb Ita1S0 L• UDDY-PLAMETd" Jm 24. 2Dro I \ 1 1 ? I I 1 I 1 I 1 I ? I 1 1 - / 1 I A A ? ? rJ A m N ? N + ? Q N M e00 n 1 N m 1 ? 1 1 a ? PROPOSED 1NKTIEG a w o 1 1 N S a a In. 0 N O $ a w S "1 1D ' Cl b } m la- N W n A ? + A ? a + m + w n o a $ s H o ? n_ n 1 1 1 1 u n ui 1 > 1 > < N ? w a N ? w N w $ n 1 N w u1 w a $ s i $ s a s 1 > W $ a a $ a (L F N a PROJECT REFERENCE NO. 9*jT NO. 110650 PF3 PROJECT DESIGNER CDM APPROVED fiY KLT DATE 01 28 2008 t132 1132 1128 1124 1124 PROPOSED 8ANKFULL 1120 1120 -0.35% 1116 1116 96 1112 1112 22+00 23+00 24+00 25+00 26+00 27+00 28+00 4' SOUTH MUDDY CREEK VERTICAL SCALE (FT) RESTORATION 20' 0' 40' SOUTH MUDDY SITE • SCALE (FT) HORIZONTAL PROFILE Metr It01SD L• -IUWEET,Op Jm 7+. 2006 . .- I 1 ? / m h ? 0 N \ # ^ M M V 0! O N D ^ Y co N h ? 1• f0 t0 N 1' 1 N 1 N N h ? n ? Ed w a < ? + ? Y tl 1 1 J Q po ° N ? W n O 5 a S + # PROPOSED 1NALIEG A N iV ? a $ a H ? N ? > N S T $ oN ^ a n 1 a ? S a N o i- S a N A d W V 1 a F S a IO # O ^ # ^ 1 > l - N W N W a N ^ N ^ W S Y 1 ? w a 5 a a a 1 1 rn s > > a m W a W S a 5 a a a PROJECT REFERENCE NO. SHEET NO. 110650 PF4 PROJECT DESRiER C0M APPROVED BY KLT DATE 01 28/2008 n rrtr+n.r ¦ ? °wr' a?wx? k 1128 1128 1124 1124 1120 1120 wi. 1116 1116 7T -n -t s 1112 1112 G. d W 1 a N W U) PROPOSED iNAlNE6 5 5 1108 1108 (n W % Q. d 28+00 29+00 30+00 31+00 32+00 33+00 34+00 4' SOUTH MUDDY CREEK VERTICAL SCALE (FT) RESTORATION 0' 40' SOUTH MUDDY SITE • HORIZONTAL SCALE (FT) PROFILE Neh It015D L ,al Joe M 20M - - I ,1 {7i01A1D iENSI/ID I ' l -- _- ••__ _? -? ?- __ ' _- PROPOSED BAKKFUL e ? M n_ M 1 1 1 1 ui n m .0 ° W ~ W W II ? 1 M1 ? 1 ? n m N ( II 1 > 1 > N n ? d ?' M N M d a F W r W It W •'• A " 6 LL N S d co N N ' V CC D, d S n / +_ a a 1 + W N W 1 1 1 1 > > a a < M m o N O o N b C1 G O h M W W a a PROJECT RUVIENCE NO. WEET N0, 110650 PF5 PROJECT DESIGNER CDM APPROIED BY KILT DAM 01 28 2008 ' ? ry.tiw.r ? ? 'rm r r ? • r?inw.?w?' rsrmw 1132 1732 1128 1128 COSTING alauno 1124 1124 1120 1120 1116 7116 n Ilk W 1112 5 1112 a 1108 1108 5: EL 34+00 35+00 36+00 37+00 38+00 4' SOUTH MUDDY CREEK VERTICAL SCALE (FT) RESTORATION 20' 20' 40 SOUTH MUDDY SITE • HORIZONTAL SCALE (FT) PROFILE IoeltO= Y-P ANSET,Op Jon 2A 200! 1. ?_ - l 1 / III I 1 PROaogo eAxNnA7. I I h O Y O ? n ~ J/ p 10 ' e P N ? a Vi PROPOSED M ALY[G T ? m ? I ? ' M . . + ? + ^ ut m a I n ? n W I I S II M II i N w Q J < ?y s % N w a 5 S N N a a S a = a n 0 a a m N o Q y 0 0! ? / o p}p n i N } - n t II t > A I > on e o e F > W w o o n 5 S 5 6 S a 1 t II t a a a o- ? w S a S a r. 1r O N ? N ? NN N N + " O A m 4 8 PIA ELE = 1260.63 N t 8N O PIA S A . 10+6 1 159 PIA V = 1259 .15 PVI EV = 1259 .5 J 10+76 74 PE II g PA S IA 17+26.81 N N + 8 w g .0 1 PM LEV 125E .39 A + O 0 P\4 TA - 14+11 N PM EV = 1257.64 = O O N N M =1 O n D PM STA 14+83 4 r PM ELE 12 6.64 r PA STA = 14 2.6 U) n Plq ELE = 12 6.64 D n + I 1 o r O m .. n v A A O O N • = m r N a a M -TI V) N O A cc c ? CY x OC Q DO 0 2 -C i= ° O O BE N m-? z? °D o P STA ? W+05.73 PVI STA = 10+13.2 ? ELEV = 261.00 PVI S = 10+46 . 5 PVI S A = 10+6 6,64 V = 1260. 15 9 L I ? PM LEV 1259.50 ? ? $ 8 I - PVI STA = 11+89.07 PVI ELE 1258.50 PH STA = 11+83.16 PVI ELE = 1258.50 PVI STA 12+ .34 P ELEV 124.50 1 N f VI TA 2+4.53 VI EV = 1250.09 i VI STA 2+83.84 PVt ELEV . 1258.09 VI STA - 2+98.28 STA - 1 7.16 ELEV ? 58.99 1 N / r P1A A =13+6 .57 J PVI TA = 13+ 7.51 7.83 PVI ELEV = 125 .39 VI A 14+2P .46 LEV = 125 39 v PVI ST 14+55.83 PVI STA 15+11.07 ? P ELEV 1257,54 N M PVI S T -_15-5 1.27 g r. N +NA W N N N N O O 1 N r PM HA v 15 85.63 5; + PN t-EtEV 12 55 65 S PM STA ? 16+76.1 1 PM STA i6+B6.1 PIA EL = 1254.7 0 0 + 8 PA LEV = 1254. 8 PM STA = 18+46.7 I °o PA STA 19+49 66 N O N + O PM STA 20 17.25 N Z 0 .? D D r r N n 0 C7 D D m r - o m ? /\ N -n A _ N m _ N N N O N O _ N C U O C • p X _ ti 2 M -TI V) A ? OC "OTC ?0 0m ?° rf Z m F U ; o m m r o , m co N P V ? 12 6.65 P ELEV = 12 5.65 PV1 STA = 15 97,08 ? l l TA = i6+ 9.99 _ ELEV ? 125 .55 h P , T 76+ 6. 3 .. - - l PVI EL ? 1254.7 PV1 STA 17+05.9 P ELE ®1255.77 N / ?P P ST 1 +38.40 I I F VI V = 254.99 P STA ? 1 +64.43 VI ELEV ? 253.99 VI STA . 1 +73.17 VI ELEV ? 253.99 P S A 7 +90.46 V . 254.99 i `^ I PVI S A = 18+1 74 PVI STA = 18+56. PVI E V = 1252.7 I VI S 78+70 91 PVI E EV 1254. 8 h I o ? ?I PVI ELE 7251. 8 I VI STA = 1 9+83.45 g Vi ELEV = 250.00 ? VI STA = 1 9+93.45 VI ELEV = 250.00 I P ELEV 12 1.a8 J PROJECT REFERENCE NO. SHEET NO 110650 PROJECT OESMER CDM APPROVED DY KLT DATE 01 8/2008 1264 ® w ??4 F.iws?«e 1260 1280 1256 1256 1252 10 1248, 1248 1244 1244 IL as a 1240 21+00 22+00 SOUTH MUDDY CREEK VERTICAL SCALE (FT) RESTORATION 20 20 40 SOUTH FORK HOPPERS HORIZONTAL SCALE (FT) CREEK PROFILE L• }CFa 110150 S-PlANSECdq Jm 21, M01 1264 E10510PG GROUND v fi10PO5ED ANNM.E ? Q m N1 + N F I P N w W ? ? + P Q ry P J 1252 5 S ad? I a a 1 1 PROPOSE MLLXEG e ^n ^ n nn a I P 1 _ tl f W f N W N J W 1240 r. + + NNN N O N ? OI ? N A PA STA .61 PM ELEV 1271 37 Pm STA • 9+66.2 1 , pw STA 9+ 7.79 i 29 8.59 M V 1.62 9+79.51 PA STA +87 53 PM E V . 1272.19 . -7 + 1 7 PM STA = 10 11 04.70 71.54 PM STA • 10+36.7 M TA 10+ 8.36 PM STA 10+55.95 F VI • \ - 0 0 IV EL FM IZ59 .07 m x N z v m PA STA = 11+81,08 PM ELE 1268.58 + 8 I EV = 12 8.65 PM STA 12+49.69 PM EIEV f 1 u g PM V 1268.0 A P A =13 25.81 i ;9-74 - PM /OV 0 0 PM STA = 14+09.4 PM EL E = 1264.73 N = O O N 1 1 P STA = 1 +51.26 Z n r n PIA EIEV 1264.47 D o m m .. IPA 7 84,82 m " n v v 0 A • + 0 ? m = PIA T A 15+2 .28 71 4 1 . co OC X 35 X DO 0 --j ® ? I Z ' T ' T _ + • ? l e r v y y? S 1 1 m r'I N SS N o N * N N ij !1 N 3. ? ? a O m ° m p Pw STA 9+75.59 = 1 PwS A • w STA = +99. w ELEV . 271.0 Pw ELEV = 127 1 22 PM ELE 1 I STA t +26.3 STA = 1 71.27 w E EV .1270 VI ELEV 270.42 P TA 11+01.3 26s.s ? Pw S A = 11+1 40 w STA 7+35.4 ? PM EL 1 69. v r ? P ELEV • 129.29 I a r §TA • 11+99.73 P ELEV - 1269.29 y / -12A 32 25 P L 1268.32 TA 12+ 7.13 •1+7 8 = 1 P STA 1 +87.43 ST . 13+00. 8 ? = Pw LEV 267 1 3 ? I w ELEV = 1267.63 STA 1 3+48.41 I 1266.06 STA 73 77 ? ,w EIEV 126 .54 a P TA • 13+85. 9 I ELEV 1265.48 w ELE1? - 1 64.92 ST 14 75.67 P LE • 1263.82 = STA 15+50.3 w ELE :1263.82 0 g PROJECT ONCE N0. SHEET NM 110650 1 PROECT DESIGNER CDM APPROVED BY KLT DATE O1 28/2008 • w.nw....K.. . WIWTwin ? • ? OY Cm gTUW itMD11R 1268 1268 1264 1264 10 1260 1260 1256 W 1256 4 1252 1252 1246 1248 16+00 17+00 18+00 19+00 20+00 21+00 4' ijw SOUTH MUDDY CREEK • - VERTICAL SCALE (FT) RESTORATION • 20 ' 20 40 11111111- 0 UT1-B PROFILE HORIZONTAL SCALE (FT) L• jch 1100.50 -qµg{may ,y, 24. pp/ E ISTN C+2A n n m o 1 1 N + 0 ?D \ ? 1 m n 1 1 a ? w : ? OP 0 8 KFUL 6 a N '' 1 1 1 S a W ? W UnD O 9g $ N n ' / 1 1 0 co N N ID M M f \ a + ? ' N ? N II N N N ?' N a a ? ? m > I? 1 1 N m ? 1 ? a W ! N N N N to N W > n / S LL y II U II rv ? N 5 la- ? .4 a > W II U 1 1 a S s ° W S \ \ W W W ' ? P PD 7HA AEG 3 a S N W N ? o N \ S a S a a 5 n a e ? -i.4 > W o O' 1 a n 1 a I a . o n W 1 1 l a ? S a PROJECT REEERENCE NO. SHEET N0. PROJECT DESIGNER CDM APPROVED BY KLT DATE 01 28 2008 nWm 1290 1290 1265 1285 tl I p + le 1 128D 1 1 b 9 1 1280 S ? / c N n 0 5 a + + m tl + N n c r 1 1 n ? r ? o 1275 rn c 1 N ° \ a U) w c N 1 + r \ 1275 IL 6 ? W 1 1 5 < W ?\ ` 1 5 1270 L L 1270 10+00 11+00 12+00 13+00 14+00 15+00- - 16+00 4- SOUTH MUDDY CREEK VERTICAL SCALE (FT) RESTORATION 20 20 40 UT2 PROFILE HORIZONTAL SCALE (FT) pea ttDe60 %ANeELOp J. 24, 2M PROJECT REFERENCE NO. SHEET NO. 110650 1 1 PROJECT OESERIER CDM APPROIED BY KLT DATE 01 8/2008 w 1270 1270 1266 V 1265 l \ 1260 1260 1255 1255 17+00 16+00 19+00 20+00 21+00 22+00 SOUTH MUDDY CREEK VERTICAL SCALE (FT) RESTORATION ? 0' 20' 40' HORIZONTAL SCALE (FT) UT2 PROFILE L• lath 1100.10 P{AlISE .G?p Jon N. 300E '60' LEGEND UPLAND PLANTING ZONE Sff II 11 II II II 11 11?? LLLLLLII? ® ROCDPLAIN PLANTING ZONE SCALE UVESTAKING ZONE SOUTH MUDI RESTOR WETLAND PLANTING ZONE i PROJECT 1' CDM APPROVED BY KLT DATE 01/28/200 Baker 1-,.- 1..r�-1�-IISII'1-�II�SI�S1�-j1-t- 1��1� 1�-ISI��II�ISI�S11 11..11-11�11'll j1.11 -1-:.I - 11 1_ 1- 1 ISI- 1:'1.. 1- 7i�T�%1"�+{► �� - 1� 11-1� IISIF-1� _F' . 1�- 1 1 A- t- 1. 1- t- 1- t 1- 1 -W-IIl-t1.. 1. 1- 1- 1 1' 1-= 11�.11� 11� II� 11� C 1{� 11.F11'1�-1�!r'-1- 1 ' . l •"'i� - 1 1- 1- 1- �;z�" 1 =1 1'-11 s 111 ! 1- j-11.11-IS �� ` gala°e fir@ �,�..lt►��sr��.y�2€�y� ,�v�W'-moi290-0094W -S, 37 rpnow- • " ��ttt t �11 ; ' "�syppaa �," r� P .�/�� I'-1111' II- It� ■MHI 1- 1- 1 ISI- V I II t111�11�•11��11� 1 rr>4` X1.1.-11-SIISII�rr 1-1�.-11-11-11- ygo= _ 1- 1 1 1 1 1- 1 1- 11- 1S 1- /�-It..11�1��11t;i-1 1111�„�I-11-1�-1�-1- =M 1 t _ 11 DSII-11-11-1�-1w�I- 1- �-{�-It'll �i�11� 11 11-IISI�SI�SII-11 1 �FWTWI �� t 11-•t III 1.-f�-ISI�?I�.:1!-t' n.' 1- i-=1i=lttKp! t=-it" r1�-1-�- .- -1 14.1 -1�-I! �I! 1..11-1� �1� 1�-tom-I! i�=1'S{�"II tt� 1�-l!-I�it�itSit�il� i�SI�•'l!-1!; 1�' 1�' 1�� 1-'�..1�- L. 1- t- ----------- t 11- .:1!-I��I��t�=A�:I!a=-t- t� I� I_ t- {- t- 1.. - t- I� I I- t� I- 1- 1- t- L. 1- 1- 1- l- I- t- 1- t- I 1 l-.I-d�;l"1A�1� •A � 1-.1=. _� .t.. 1- 1__. 1 A-■1..�1-� t- 1-.1.r � .f.. 1- �� .t-.L.d- 1- {- 1- 1- 1- 1- 1- 1- {- 1- to {- 1- 1- 1- 1- 1 1 • OUTH MUDDY RESTORATION SOUTH MUDDY SITE PROJECT REFERENCE M SHEET NO. ;r - -_ ' - 110650 1 L PROEM DESK;" _ ?_' _= ln1jl? CDM APPRO\EO BY KLT DATE DATE \ \? 1 \ a \ ` "\``\` `` \`;?? \\\\\\`\ \ `II 1 \\\\\\\ \ ,\? ?` ` __ .Y' 1 lr /' // I / II I II I I 1 i r / / /'/ _---.?__. W? •nr .\1\ \ \ 1 , V .\\``:,` . / / r 1 r / ! / r r 1 I 1 / / I / j ! ! 1 ---------- V\ \\\ 1 \ , \\ \\, `\ \? \`\\`\\\I .\ III .. ??`\ l l ! r / / / / / / I f 1 / / / / I ' 1 ? ? ? n.?? siYUw \\\? , \. \ 1 l ,\ \ \\\\,\\\ -------_- \1111\ 1 1 t Il l 1\ \,1\ \\ \\ 1\I V11114\ \1\ \ `` III t -? // r / / l / I , / ";\ .. / \ l 1 NJ 1 \ J b_ 4P\:.` III I 1 , / / 1 ! / ! / 'i% / t'6yne\ / - _____ \\.\\ 1 1 \ 11111111111\ \ `.r pia I 11 - ` / / --c4 - \ \\\\ ?, 1 j c, 1 1 ? \1 \ •? : III . / / / ! _ / ? ? 1 ?/ 1 \? \\ \ I I I I I\ t` ` \ o- \ .\\\?? '` III i I 1 \?\\ - / 1???.-'/ ' / /'??• vi / 11 J I \•\\'\\ \1 4 1 I I i `\I i 1 ? \ ?? `\;?`? `. ? I I I ? I 1\@, `' --.c / .e. _ r ? ? ? / // a\ ?` /1\` ? -' I i .\111„ i 1 I I II 1 1 \ ', \\?`1 1 h\ .\?\. ?`\ \\ I i I I I I / / / // Jr /J / / i / j ! - .` \ _!? \\/? I r 111d11j 1 1 1 1 1 1 1 \\\1;111 ? ?. `\\\\\ 1 I 1111 11 / // / J J /' / ? I 1 ? _ `\ ?I ____J??\ ?__ 111\1111 1 1 /I , I 1\\ll\ lNN ,\\ \\\\\\ f ll1 Il`\\\\1f i i / 1 I ' 1 1 \ ! ?? ----------- , V1II 1 I I 1 1 X111\?. Av AVAA??V X11A1vAAVA ` 1 1 1 1 1 ` v r Il _ \\ 1\\\ `I 11 1 I I I I 1 t \a?.` ?i \r/ 1. \ / ! ? /! ! i , i 111 1 , \ \\`\\\\, \ , ` 1 1 , \ \ \ , \ \` Q . ---------- NJ \ 1 / ,1 ,1 'il \,``?\\\`\. \\ 1 1\ \\ 11 \\ \\ . . \ \1 Iii r \\??\1\ .. / 1 1 I \ \ ?\ \\\\\\`?\\`\ , 1 1 \ `\ \ \ \ \\ t \ 1?1\\\U\\ - \ 1 , 1 11\I?l ` \ ` \\,\\`? fem. -?•, ' \ ? , 1 lltll I`- '\\" \`\\\\\ .\ ?TF I?1?_4'?.r r / ! .' i r 1 ?..? 1 1 1/ 1 __ 1 // J / / J I! J i - r r \ 11 11 1\ 1\ \ / 1 ti\ ` \ I Illllil I Z A/ \ llll \ t ..•11,8 / r / / f" // / / I \ / r r / / .. / r J / / I i IIJI / ` \ 111 1 1. I \ _-- / -\• ;? ?? ?-?y""/ \111 r? ...?r / t /y 44 i 1. .. .t.. ?.. r' r .. R.......... hrs..:: ?. ......... l......'.: f .'...•: ..'.•.:.. I tti.p.......... {...., ...,. .` •• i? F. •..... LEGEND -------- i / 50' 50 1 OS i UPLAND PLANTING ZONE SCALE (FT) • 1\\ ??- ???/ ROODPLAIN PLANTING ZONE _ SOUTH MUDDY CREEK RESTORATION I \ ? / LIYESTAKINC ZONE WETLAND PLANTING ZONE SOUTH FORK HOPPERS J- 24. 7006 SITE PLANTING PLAN L Mcq 110650 ,? PROJECT REfFAENCE NO. SHEET NO. 110650 1 L PRO.ECT DESK040 CDM APPRGYED BY KLT DATE 01 28 2008 Y 1MnlNQ r r - - - - - - - - - - - - - - ?r y r. w - -- --- \ ` R 1:l Q ;Wes ` - I // \ \ Colds loeK am Sw 10 r \? I r \\ Onercus Southern Red Oak 15 hvsocarrs o Red p LEGEND LATIN NAM COb?30NNAb76 UPLAND PLANTING ZONE 5D? ? ® _ UVESTMNG ZONE 14ndroon erordii Br B estem j WETLANO PLANTING ZONE SOUTH FORK HOPPERS SITE PLANTING PLAN L• !rcls 110650 .a.q Aa M MIN UPLAND PLANTING ZONF ? LAT1NNAb1B C011U120NNAbIE % Df avi ' Wrgzniana Persimmon 15 FroumAS exx lmxica Green Ash 20 Liriodendron tali ' ra Tulip Poplar li PlataxNSOCCidextalis Sycamore 10 CNSmrehaam Swami) Chestnut Oak 15 LPi'ESTAIONG ZONE LATIN NAME CObIl110N NAME% Cornns amomrrm SillyDo rood 40 LOODPLAII`iPLANTING ZONE Batulaxi River Birch 10 Cel6slae» ata ? arbor 5 LA s>3'Tana Persimmon 10 Frauxas a romca Green Ash 15 Ju xsxi BlackWalaut 5 Liriodexdrox tali - a Tull Poplar 15 a Ti7tiea Blac m 5 PlataxNSOCCidaxratis Sycamore 20 rcusxsclaauas Swam Chestnut Oak 8 us beRos low Oak 1 10 rx.»mrs en y(vanica Green Ash 17 tr a lans ni a Mali 10 SOUTH MUDDY CREEK Platon 7 diolirrs icebar k N 15 Salisserecia S ilkroTVr7low 30 am rrcYrscano ensis 1 % 1YETLAND ANTINGZO E j EI mus »r inic LATIN NAME C011Ih ON NAME % Behdani ra RiverBirslr 15 ids s vir iniona Persimmon 13 Ni?ssa svlrmrca a c • m 10 us occidenfalia amore r 20 Orreirrrs hellos illow Oak m 10 SaliT ni b aC 1 O1V fldei? RIPARIAN SEED hOfi I Bidens aSchi=ac 'nmndosa sco rium little Bluestem 5 fLOGDPLAIN PLANTING ZONE SCALE (FT) aniarm LATIN NAM COl LION NAME % roshsalba to lp Yrs V• ' 'awild ? 19 anicfrm »r ahrm Switch gmss 15 Tii sicrrm dac loides g PoI ovum ennsvlTYrtticrrm Smarhveed g ncrrs effi rsrrs So 9 orm•istosa) Be Gd: Cored sis lanceolata Corso rs 10 clandestlmrm DaxtoTm lp So ashTrm mrtans LTdiazt -am 50 - 10 RESTORATION s TYPICAL POOL SECTION (WITH SOIL LIFTS) SOUTH MUDDY CREEK SCALE AS SHOWN SLOPE SHOULD DRAIN AWAY FROM TOP OF BANK . Ll - _ - y - - - - - - _ _ )f j/^?? TIE IN TO EXISTING j_. J?,,( . 114 GRADE (7YPJ !SA J ,?'i ` I Yj 6.0' TOP OF BANK (TYP. , A'Y 7OP OF BANK (TYP.) SOIL LIFT WITH ROCK TOE_/ i ,,POSED THALWEG EXISTING CHAT SEE DETAILe ELEVATION PER PROFILE TO BE Fl TYPICAL POOL SECTION (WITH BRUSH MATTRESS OR ROOT WADS) SOUTH MUDDY CREEK SCALE AS SHOWN ° SLOPE SHOULD DRAIN AWAY FROM TOP OF BANK - - - - - -- - - - - - - - - - - TIE IN TO EXISTING aye- GRADE (TYP.) ?y IS, A.1 TOP OF BANK (TYP. TOP OF BANK (TYP.) ROOT WAD OR BRUSH MATTRE ROPDSEO THALWEG EXISTING CI SEE DETAILS ELEVATION PER PROFILE TO BE TYPICAL RIFFLE SECTION SOUTH MUDDY CREEK SCALE: AS SHOWN %j ------------ -----?-, -------- 11E IN TO EXISDNC GRADE (TYP.) TOP OF BANK (TYP.)--/ EXISTING GRAD T. 1Y ' TIE IN TO EXISTING GRADE (TYP.) ED FLOODPLAIN BENCH EXISTING GRADE--" v- Z:Y TIE IN TO EXISTING GRADE (TYP.) FLOCOPLAIN BENCH ----- - ------------ a 4.2' EROSION CONTROL MATTING EXISTING GRADE *3" ------- < Aft reeves 1 2Y TIE IN TO EXISTING GRADE (TYP.) %CAVATED FLOODPLNN BENCH TOP OF BANK (TYP.) SEE DETAIL EXISTING Cl SE THALWEC TO BE ELEVATION N PER PROFILE GRADE (TYP.) ez\ o,k TOP OF BANK (TYP.)? TYPICAL RIFFLE FOR S. FORK HOPPERS (MAIN) REACH 1 TIE IN M EX STING GRADE (TYP.J D?-kkL TOP OF BAN( (TYP.) .,.?? c.v u av mum ramw .16 11Q.6Nd. /A so TOP OF BANK (TYP.) TOP OF BANK (TYP.) EXCAVATED FLOODPLAIN BENCH PROPOSED THALWEC LEVATION PER PROFILE NOTE: BARE ROOT PLANTINGS SPACED APPROXIMATELY 1 EVERY 8 FEET. TYPICAL RIFFLE FOR S. FORK HOPPERS (MAIN) REACH 2 TOP OF BANK (TYPJ- TYPICAL POOL FOR S. FORK HOPPERS (MAIN) -4.0'--1 2.0* 0 7.0 TOP OF BANK (TYP.) EXCAVATED FLOODPLAIN BENCH TIE IN TO EXISTING GRADE (TYP.) 4* TIE IN TO EXISTING GRADE (TYP.) NOTE: BARE ROOT PLANTNNS SPACED THALWEG APPROXIMATELY 1 EVERY 8 FEET. PER PROFILE ",-EXCAVATED FLOODPLAIN BENCH NOTE: BARE ROOT PLANTINGS SPACED APPROXIMATELY 1 EVERY 8 FEET. ` GRADE (TYP.) GRADE (TYP.) GRADE (TYP.) FOR Y 1 ? i m , rr __Q TOP OF BANK (TYP.)- TOP OF BANK (TYP.) POSED THALWEG IATION PER PROFILE TYPICAL POOL FOR UTIB VARIES 2.1.01 60 - MOTH VAREs k rirkk JY? , TIE IN TO EMSTING t.5 ? GRADE (TYP.) TOP OF BANK (TYP,) EXCAVATED FLOODPLAM BENCH PROPOSED THALWEG VA11ON PER PROFILE NOTE: BARE ROOT PEANmNS SPACED APPAOIDYAMY 1 EWRY a FEET. r GRADE (TYP.) EXCAVATED FLOODPLAIN BENCH NOTE: BARE ROOT PLANTINGS SPACED 4106 APPROXIMATELY 1 EVERY 8 FEET. toft. F TYPICAL RIFFLE FOR UT2A TOP OF BANK (TYP.)- - -r ? 0 t! l TOP OF BANK (TYP.) PROPOSED THALWEG ELEVATION PER PROFILE NOTE: BARE ROOT PLANTINGS SPACED APPROXIMATELY 1 EVERY B FEET. TYPICAL POOL FOR UT2A 'i TOP OF BANK (TYP.) SED THALWEG 1oN PER PROFILE EXCAVATED FLOODPLAIN BENCH NOTE: BARE ROOT PLANTINGS SPACED APPROXIMATELY 1 EVERY 8 FEET. GRADE (TYP.) EXCAVATED FLOODPLAIN BENCH a 8 VEGETATED GEOLIFT D1 NR 1 CONSTRUCTED RIFFLE D1 OF MATING N TRENCH 4' DEEP TIP (SEE EROSION CONTROL TOP OF MATNNG DETAIL) BANK A ELEVATION POINT CCWN CONTROL NATTINC q3q 1.5' RIFT OF CONPACIEO ENCOIM'A$$E$ UFT G? FLOODPIAN oN_STE SOIL (TYP) r O ?-UVE BRANCH CUTTINGS (SEE S / RANIING PLAN FOR SPECIES) B? JB' POINT BAR OF CHANNEL TOE OF WA6FIlAfED EAM1N - BED MATERIAL SLOPE (nPl HEAD OF (SEE TYPICAL SECiWNS) RIFFLE a e SEE a LE MASS A, B, ANASTOON E PARIS - ELE? ON p iTT OF BANK (1TP) APPROL 6' Oi STONE ,. Yry ^.Ti?',?. :? _ TOE ABOVE BASEFLOVI 1 ,. •i ". POOL BASEFL.OW r:. ;l i?'e`•R_1s. r = h %'''s Q FORM HORSESHOE OF +? S' MIN Imo- ??? DOWNSTREAM RIFFLE A O D ELEVATION S?+ED EXTENTS P A W PROFILE A-A' NQTESz I)ROOTWAD CLUSTER ANO/OR 1. WHEN GEOLIFTS ARE BUILT ABOVE ROOTWAD 2)EQUAL MX GF CLASS A ? OF CLUSTER, USE EOUAL MIX OF CLASS 1 AND AND CLASS 1 RIPRAP BANK (?) CLASS A RIPRAP BEHIND ROOT MASS TO BUILT FOUNDATION SECTION B-B' ?PICAL SECTION: MAX POOL D1 SOUTH MUDDY CREEK N.T.s LE BAN FULL rSE CHANNEL (TYP) L 11 46.0' 8 LOG VANE 1 xn i TOP OF (?? ?g VANE LDG Y MIN BRACE LOG BORED IN LNN BANK AI? CC ? FILTER FABRIC JA. S 1/a PLACE ONE BOULDER M W107H Ox EACH WE OF VAE ARM TO STABLLa ARIL JB PANVIW NOTES 1. LOGS SHALL BE At LEAST 12 INCHES N A MHARAMDWOOD. .Y SDiAIpFT, 2. VANE ARM LOG SHALL BE BURIED INTO THE BANK A MRa11W OF S FEET. STREAMBEO `FLOW ?eliauiil. FILTER FABRIC 4' I mom t?- SECTION A-A' THROUGH LOG VANE NOTES 1. USE FILTER FABRIC TO SEAL CAPS BETWEEN LOGS 2 NAIL FILTER FABRIC TO TOP OF FOOTER LOG USNG Y 10a GALVANIZED COMMON NAIL ON Y SPACING ALONG LOC. SET ELEVATION OF TOP OF LOGS TO OESM ELEVATION OF STREAM BEo r MN 12' DIAMETER 9NCE LOG ATTAC ED TO VANE LOGS FOOTER LOC NN TWO 04 REBAR PROFILE B-B' t ao' J 24.0' -?! 1a0, DUILWEG POINT BAR OF CHANNEL SEOWIENT (NOTE 2) DETAL WOMEN STAKE T6' MN 1 I ?.:: ,.6 LS' nI1 Is' I.W RPRAP BEDDING EQUAL MIX CLASS I&CLASSA TYPICAL SECTION: MAX POOL N.T.S D1 SOUTH FORK HOPPERS CREEK AND UT1 GEO FT SEE DETAIL TaO' 7.N 40' 1Y MINN STAKE S p Ir 2.7 -I 2 TNALWED I - I,a arc 5?1 PINT BAR OF 04ANEL SEOINRIT 1.C RIPRAP BEDDING (NOTE 2) EQUAL VAX CLASS A 3NQ S7 COIR MATING S.0' 2 ao' BANKFU L CHANNEL (TYP) COIN MATING 1,OI :.D i ao Y Q m 0 ! W W U Y 0 00 U Z O ? Q J Lr) Q Q' Q W O N TI I = Q v x col ?' y 1 ?G n a = w G SbalA11 I cr- 'a LLJ b 14 F H Z ¢ Q a G 2 n O 0]z I Ir 9.n.. Z `cG ^ < sill g 4 fit 1y??? ppya??? a ? , tl r Fi{12 ? Zop?N ?? I?S?f ?.: `Cal ? S °r- S 2 m?? O? 1 Z ?F ?? yl 2 dad ea a8 iq? m k' 511 G 8l gig 19 < ' r LLJ 5 ¢ LLJ T 41 1 -1 b 2 ° LO, q , ? m j F ?a?r?? 1 22 s b,? a W 1 g `\ / LL ?Ifi`i. W M 4 J/ 1 p I ` W q W O JJ?? O gn OO 9Wqq Q3 ^ = O`? o= Z ? <ZI? ZVI tj 111 ¢01-3 ?? $ E ? E? asp * ki a n 5 M < i a w fV ? Q b vs N f la a 8? a9 J O d J SYS ?? \ Q w m w d w N M d I 119 PR I V bray bra b if Nil gi J§ IWOI 3 501 a € I_m z O F N z Q M 8 s J O O Q. O LLJ LL- U- ??< s d? 6 3 WIW ?? mN Q H O Or z nhi s < - Z 1z Ely, J O O d LLI N O O J 3 LAJ 5 C? Z 8<? Q F J 0! ¦ >?s N?33?5r 1I1 5j;• a p?? q y? 8? m i aaQl 990 ?40FQR?2 F . g 9? A _ ?o i x s a ? ig < 41 u gS ^ K l rc? 17 S n n ?~ a ?' eQ0NSTRQQTI0N ENTRANCE NTS PUBLIC ROAD ----------------------------- ,L S' MNMN THICKNESS OF WASHED N0.57 STORE FILTER FABRIC NNAGE FILTER FABRIC FOR DRAINAGE UNDER RIPRAP t., J ,.- 9MFAGE FLOW DIVERSION (TV) SECTION VIEW SPECIAL STILLING BASIN WITH STONE PAD 4 NITS 33 TEMPORARY STREAM CROSSING 4 NIS -6' THICK CLASS A RFRAP SPECIAL STALING BASIN FORD STREAM CROSSING 4 NITS SILT FENCE 4 xrs AND NE TOP AND BOTTOM STRANDS / 1ERIIC SHALL BE 10 GAUGE n / 191AL1?BE 12 MINIMUM n KRES J7 MN dWNAGE STOW S1ClE 1, CONSTRU 1 NAVE AU A BEFORE 1 MINIMIZE, DO MDT SOE BEFORE 4. IWALL ' S. MAINTAIN G A STABIL iTREAM CROSSING MEN NOW IS LOW. CESSARY MATERIALS AND EQUIPMENT CIN-97E L BEGINS AMC AND EXCAVATION OF STREAMBNNNS. vAIE 04AN EL BOTTOM. COMPLETE ONE 'INC ON THE OTHER SIDE, AY CROSSING PERPE1gpAAR TO THE FLOW. WC BO THAT RINOFF N THE PAD CLASS S70M 66 WEST FLIER FABRIC FOR DRAINAGE SHALL BE ERM AND ACCESS SLOPES E CROSSING SHALL BE SUFFICIENT TO ' LARGEST VEHICLE CROSSING THE CHANNEL SHALL DETERMINE AN APPROPRIATE RAMP TO EauFME11T UTUZEG WIRE FILTER FABRIC - FILTER FABRIC COMPACTED FIU I WIRE SHALL GE A MINIMUM OF Or IN WIDTH AND \ MIN A MMMAI or 6 LIE WKS WITH lr STAY SPACING • r YIN L FILTER FABRIC STALL BE A MINIMUM OF 56' IN AM e _ WI DTH AND FASTENED A ELY 70 THE WIRE AS DIRECTED BY THE ENGINEER. P REEL POST SXAL BE 0. FILTER FABRC SHOULD EXTEND INTO 7REN0L NSgILED N 7 4. W SIM POST OF THE SELF-FASTENER ANGLE DEPTH GEIOW CAOUND STEEL TYPE 9MLL BE PRO4?ED. S RENEE 70 STANDARD DRAWNGMG 16051 Ex 1EN9a "NCOOT ROADWAY STANDARD ORAWNS,' 2002. p ? ERSBNG 12' MIN. CLASS A STONE TOP OF /-SIKAM BANK ,„IZL I5' TO 20' 15' MN OUTLET TO Ir I MIMWM ??II d pq A Ix oil 99 11 1 1 lv? law OrAl Itmo 3, ,12111 IH1?8 sx I . it 4 . > N CL A A 4 d d r: =1 A A i d d c S p RJ W a n CL v J a a I < F ?NeS G y5 r a ? a QYN All L < N ; L' A m 'T. gj g P a m l? e a N N ^ g? V<01i C I z t= eLIVE STAKING - SMALL CHANNELS "TS N i } R 7 TOE OF STRAA BANK r ro Y 'AKES SHALL BE PLANTED IOM TOP OF BANK TO TOE SLOPE TOP OF ?SIREA,BANK (4 p tF J2p} .. R .. Tos SLOPE 4.'y:: :3 S PLAN MEW II T SQUARE CUT BIOS FACING UPWARD LIVE CU MINIMUM I /r DU r ro X LENGTH NOTES 1. STAKES SHALL BE CUT AND INSTALLED ON THE SANE DAY. 2 STAKES THAT HAVE BEEN SPLIT SHALL BE REJECTED AND NOT USED FOR CONSTRICTION. ANGLE OUT S STAKES SHALL BE INSTALLED NTH BUDS POINTING UPWARD. 70 TO 45 DECREES 4. SAES SHALL BE INSTALLED PERPENDICULAR TO BANK k1l S STAKES SHALL BE 1/2 TO 2 INCHES IN DIAMETER AND 2 TO 7 FT LONG AKE ON STAKE REMAINING ABOVE GROUND. S . BE LO R LIVE STAKE DETAIL BE W GG BM OF STAKE SHALLL O NE a STAKE SPACING SHALL BE X ON CENTER ON RIFFLE BANKS AND 2' ON CENTER ON OUTSIDE BANK SENDS e6 BARE ROOT PLANTING NTS LIVE STAKING-LARGE CHANNELS 6 NTS BAKFULL BE'NCN L TOP OF BANK 2 ZA- 5 TO W SPACNC BASEFLOW WAFER SURFACE CROSS-SECTION TOP OF s7r&maAKK 2* TO FAKES SHALL BE PUNTED ION TOP OF BANK TO %bLFLDW WATER SURFACE BASFFLOW WATER SURFACE PLAN \AEW saARE ar BUDS FACING UPWARD LIVE Cul?ms MINIMUM 1/1 DIAL z TO 7 t[NC1H NDIIS 1. STAINES SHALL CUT AND INSTALLED ON THE SANE DAY. 2. STASES THAT HAVE BEEN SPLIT SHALL BE REJECTED AND. NOT USED NTA CONSTRUCTION. ANGLE CUT S STAKES SHALL BE INSTALLED WITH BUDS POINTING UPWARD. 30 TO 45 DECREES 4. STAKES SHALL BE INSTALLED PERPENDICULAR TO BANK. S STAKES SHALL BE 1/2 TO 2 INCHES IN DIAMETER AND 2 TO 3 FT LONG. Q STAKES SHALL BE INSTALLED WITH 1/5 OF STAKE REMANING ABOVE GROUND. LIVE STAKE DETAIL T. Box OF STAKE SNLL BE BELOW GROUND. B. STAKE SPACING SHALL BE S ON CENTER ON ROFLE BANNS AND r ON CENTER ON OUTSIDE BANK N BENDS eE3RQSH MATTRESS NTS MINIMUM OF 35 BRANCHES (1 INCH YAPEWRMUYSQUAREOIAMETEYAaDpM DRIVE CUT ENDS INTO SOIL I' TO 2• eE _ DR TOP fF RANI EIJYATON LIVE ON DEAD STAKE-H NOTCHED FOR WE OR ROPE WITH MINIMUM 1.5 FT LENGTH PLAN VIEW :r TO 3' CROSS-SECTION y 2• f" x-14 GAUGE GALVANIZED 2E0 WIRE sTA rAKEs TO SECURED I 1.5' FILL CTS NTH NTH I ON DLL SITE SOIL BRU SH MATTRESS TY PICAL STAKE Neff 1. BOAR FOR STAKE SHALL BE r X 451.5' - SECURE NTH IN STAKES (TYP) /--- BRUSH MATTRESS (TYP) y '? n D p p `0 D. 4; b Q a, CROSS-SECTION NOBS I. BARE ROOT SHRUBS AND TREES SHALL SE PLANTED ACROSS THIE FULL BUFFER AS WOW OR THE PLANS 2. COMPACTED SOIL 94ALL BE LOOSENED PRIOR TO PLANVa S PLANTS SHALL BE PLACED N ROLES DEEP AND WIDE ENOUGH TO ALLOW THE ROOTS TO SPREAD CUT AND DOWN STOUT J-ROOTING. 4. ROOTS 94ALL BE KEPT MOIST BY MEANS OF SET CANVAS. BURLAP. OR STRAW WHILE DISTRIBUTING OR WATNG TO PLANT. S PLAITS SHALL BE HEELED-IN TO MOIST SOIL OR SAWDUST F NOT PROMPTLY PLANTED UPON ARRIVAL AT PROJECT STE. ° All d W ® N ® ®u z =J c m° n ov, ° A F? Z F, Z O F- Q w Ld Z Q J d N Z Q IED I J d w O s ?? >° kl ? N °? h? a o o m o m e o ?< ny o, bj F Pilo •111?1 «, ? ? 2!2 0 I X502; X114 ;gg x °°? 1 N 4ag"S"14 z a sm ? ?'? < 41& A5 M-4w4e4, LLI 4W a ? I51 I1111A o a ? S y V W Z ? p? 3N Op d l a nr , < sr? .?p'.?•$.: I k ig ? ?"?, tin • 1_ 75 ?y?ly ?? Wy?`y 6 • .: d M r d ,ff .. + I• W 1,7 `1 N ?s d 4 ?,, . "r