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Home My WebLink About20120102 Ver 1_Restoration Plan_201208094 w 17 1 0 HAWKINS LOOP RD TOM MONK RD CHARLIE MONK RD SITE 157 ��RTH LRD 2• N U W 7 2J� O U Vicinity Map Not to Scnle (9) BE9=C)FtE7CJDKW CALL *-600-4N32-4840 C ID i3yrds Creek Stream lRestoration Project Person County, ITC for Nort h Carolina Ecosystem E]Cllhaff]LceIC][llent Program r� EFERCmement PROGRAM Draft Plan Submittal July 17, 2012 AUG - 9 ?OI? 1J, -D�o�L- Sheet Index Title Sheet 01 Protect Overview 02 General Notes and Symbols 03 Typical Sections 11-14 Plan and Profile Sheets 2 1 -2 13 Planting Sheets 3 1 -3 4 Details 41-44 Project Directory Engineering- Wildlands Engineering, Inc License No F -0831 5605 Chapel Hill Road Swte 122 Raleigh, NC 27607 Jeff Keaton, PE 919 - 851 -9986 EEP Contract # 95020 Owner NC Ecosystem Enhancement Program 1652 Mail Service Center Raleigh, NC 27699 -1652 Perry Sugg 919 715 1359 A 9 � Z_ zn A Q?6 aHz aF� � 5 3 4� 4vti0 �4o4�tio 44 V 535 5� Cd i.l O U • ® z �U Q� U Vi iV v U] v 0 � e rn sa ^� ,y� e � g EXISTING GRADE DESIGNED BANKFULL STAGE 250 75 50 50 75 25 28 25 DESIGNED THALWEG ELEVATION PER PROFILE Byrds Creek Reach 3 (BC3) - Typical Section Rile Sta 33+40 - 34 +56, 35 +16 - 48+02 Not To Scale 270 80 40 150 - _— _-- - - - - -- EXISTING GRADE — — -- VARIES DESIGNED GRADE I __ -- VARIES DESIGNED GRADE ryp 40TYP '� LOW ER BANK SLOPEVARIESPER POOL DEPTH(TYP) - - -_— �_ DESIGNED BANKFULL STAGE ' DESIGNED THALW EG ELEVATION PER PROFILE Byrds Creek Reach 3 (BC3) - Typical Section Pool Sta 33+40 - 34 +56, 35 +16 - 48+02 Not To Scale BACKFILL EXISTING CHANNEL SACKFILL EXISTING CHANNEL i Pat i 2 e 8 rn Q� .O A� zz� §1 4, = -, F. = L" SOPP a=$ aF=E i 444�0 5�4`�G� G� . 0 b O 0 a �.d CIO 64 V 6a V 0 V O v° v� U � U C" i e BACKFILL EXISTING G EXISTING GRADE — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — ID THALWEG ELEVATION PER PROFILE South Branch Reach 1 (SB1) - Typical Section Rile Sta 20+76 - 27+09, 27+69 - 31+07 Not To Scale VARIES DESIGNED GRADE BACKFILL EXISTING CHANNEL DESIGNED BANKFULL STAGE 100 36 20 1 44 2 0 TYP EXISTING GRADE — — — — — — — — — — — — — — N — — — — — — — — — — — — — — — — — — — — — — — — — — — LOWER BANK SLOPE VARIES PER POOL DEPTH (TYP) DESIGNED THALWEG ELEVATION PER PROFILE South Branch Reach 1 (SB1) - Typical Section Pool Sta 20+76 - 27+09, 27+69 - 31+07 Not To Scale i7 0 �.1 • �I r A 9 . zz� 4�1P,�� Ad�N�PPn] H � 4 3 . O O 1z U Cq O rn 0 fd i!1 U E rc 4� 5� - oU � U O Y s+ r 4 s a" ea r � `�eJ az aFC E 3 VARIES 80 EXISTING GRADE - --_- DESIGNED GRADE 23 34 23 __ - -- -- 4!CIL 10 Z'3 \ 3A 5� DESIGNED THALWEG GO� BACKFILL EXISTING J/ DESIGNED BANKFULL STAGE ELEVATION PER PROFILE BYRD S CREEK CHANNEL Southeast Reach 1 (SEA) - Typical Section Riffle •� Sta 30+18 - 37 +92 Not To Scale t~ O 1H ° = C u °1 v VARIES 80 VARIES 1.4 ° C U2 c�' 27 20 33 EXISTING GRADE w - - - - - - _ _ DESIGNED GRADE U Fn - �q 18TYP LOWER BANK SLOPE VARIES PER BACKFILL EXISTING POOL DEPTH (TYP) L� CHANNEL DESIGNED BANKFULL STAGE DESIGNED THALWEG F�'I ELEVATION PER PROFILE 0 j 1 « qy r p 4 Southeast Reach 1 (SEA) - Typical Section Pool e� Sta 30+18 - 37 +92 •� a Not To Scale 61 a s _cam VARIES DESIGNED GRADE 90 25 40 —+if 25 0 DESIGNED BANKFULL STAGE r � a BACKFILL EXISTING BYRDS CREEKCHANNEL VARIES DESIGNED GRADE 4. DESIGNED THALWEG ELEVATION PER PROFILE Southeast Reach 2b (SE2b) - Typical Section Rye Sta 44+48 - 46+28 Not To Scale 90 27 }— 20 43 i \� �e 7 15TYP o ft L e DESIGNED THALWEG r c ELEVATION PER PROFILE BACKFILL EXISTING r DESIGNED BANKFULL STAGE BYRD S CREEK CHANNEL Southeast Reach 2b (SE2b) - Typical Section Pool Sta 44+48 - 46+28 Not To Scale VARIES VARIES _ i °ter LOWER BANK SLOPE VARIES PER POOL DEPTH (TYP) EXISTING GRADE -\ A z 0 $ . � -;^= z aW Az�N�aP� aZ$ aFa E H � li �P. 1�1 �� Q ti0 lJ a g as v v� o� �q7 Iq 1 U a Z 8 � �U a� � e ss" � e EXISTING GRADE U _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ —___ �0 a g as v v� o� �q7 Iq 1 8 � ss" � e i I " r / �z Qi / , � '3'1i ' 3J ♦ � � r/ /'' / / ' //r/�' / /,',. -� ,r• , ,W %rear �4� / "1' r� fj A " i r / r OOOiiiiii I �b, / o tit` \ _.C��\ ' 9� - \\ss��`_ f``^`?` �\````�. ♦ \�� ` , \ - - -GQ'D CR �•, � '`cam! `_.,�``•`;�,c�?1L�0�t`�,� ♦, ` -------- _ � = \ \\ r` �� V"� ♦, l `� `C ��\. ,a�`1\ ` ♦+ _ _ _. _ ___ __,_`s; \ \ \ _ _ ;:.. \tit, TA _- j \\ `4 �� m it ♦ \ / t ` \ t ♦\'♦I t '' ' Ir1 E1 D O ♦ \��p ♦p�`' / 1 ` \\/ ��\ \ ♦ tt1 "1 11 `II_ Oy \\ `\ 'r /x� \I t`p Vii' "I I1 Om \ ♦ \ \ ♦` `�`♦ ♦� ,t III �O 1 try ''71 \pnT mx. ♦ \\ t 1 I, \ yr�1s'�ill' \ 1 I t 11t "lil w ` \ \`I 1 ` 1\ `tl ', `i •t II ry Ir;g�! ; ♦ •y,� � ♦' gyp_ ` \ / 1 rl 1 \ l I'' ; lI ` t 1 ♦i ; i t l i '' f A? °+IVi Al r i ' 1 i I ' / I $ r I r i O r I 00 � V O p N Project Milestone - DRAFT 4a� O O x' S g 'm N P Jen Ery{leev 1K K D.— Fir UIR Person County, NC �O GOON O Ch , a nr 1x11 Byrds Creek � N STA =17+100 LEV= 57150 =17+ 4 LEV = 57143 TA =17 +990 LEV- 57125 A= 18 +151 EV- 57079 TA = 19 +70 0 LEV- 57115 A�19+950 EV-1 57106 v Stream Plan and Profile rp F- 9198519987 Rheel Farm l.lcelue No F-M31 \ J O C o / \ / O m J l ml].2U13 ' OORestoration A ]P Jnb Reidm Byrils Creek Stream Restoration umbc �°,�,� �► P Jen Ery{leev 1K K D.— Fir UIR Person County, NC �O GOON W I LD LA N D S Ch , a nr 1x11 Byrds Creek � 5605 Chap 1 Hill Road sw1. ]n R.Ingh NC 27607 v Stream Plan and Profile rp F- 9198519987 Rheel Farm l.lcelue No F-M31 __ ='mil_ —5'5— ce 1 \ � \\ ' 111 Nt',,1111pNNn`��tII \1 \i'1i JIi 11 i'�� /tom- \\ IIII 111111 ;1'I'' i 1111 11 \ � I `7 /g r /illgl! 1`I i 1 11111 \ ♦ / i� //, II'I 1111j1 li, 111 ,(�j \ ` ♦♦ \+ ♦ \S, ' +1, \ � ; ilI\ 1' 11 I I I ! I li I li 1 \ � `�$>'' ♦ \ ``\ ` +, \ , \� / III11il'll1, li`11\ `' ` \ ♦\ \ 11 ' `` / \ � 1\ � / I I 1 1 1 I I I I I I 1 ;'I I, � \ ♦\ ♦\ ♦ \``` ` `'1 `1 \� \`'`♦ � {`'11 \` \ \ ♦ �I�, 1 I I 111'Ij ;'i'�II I\, I `I ` \, \I '` `' 1J\1 1 1, /11\ "03'' 3' l / 1 \ `` \1 \` \i1♦ \,'`� 1 0. Ln J i 11 ', I 1\ ', `I, \1 111 11 1 '-I ) ` +\ 1` \\"`♦ \,1 , 1 1 i I `\1 \\ 111 `{ 1111 1`I 11 ; � N�Yp \\ \\ ♦+ ' `{ '1 \ ` I 1 1 , ` \ 1 1 1 j I iT1\ I ♦+ \ `1 1 �� I `` \ ` 1 \\` +\ r^' { I d A t ♦\ 1 ; I I 1 1 1 11 I I i i\ \, ` ♦i ♦ ♦1 `i i ``\ 111 \; 1 \ ` `111 ♦'1 11 \I , ,1 n '' \�' 1Pj `. , 1 I !' I 1 I III ♦' + I I' i 11 ' I I I 1 / m M1111 `'�� •//' P iIll Iiiill 1' ' / i 11 I!j• I I / ' O � N a O! lj �oA- ono Mfr W z L D L A N D S �' O,%."p 5505 S.1. 1121 Rnad 'Y6 � ENGINEERING 919 8519996 �G o� Sum 122 when NC z75m to F- 9198519987 ' r Fuel Lc— No F-0831 Byrds Creek Stream Plan and Profile =21 +300 EV =57106 21+94 0 • 57060 •23+56 0 v 5708D It • 24+00 0 - 57060 • 25 +68 0 N =57060 670 40 •27+000 61 = 570 40 27 +700 a 57020 29+00 0 =57020 = 57000 SIM A K I qA ST E Q -n ST EL 1.26+200 A O J '000 ^I \ T LE TA I E to I TA .1-29+450 oCD A 3 1 ,qp __ �,n- X575-_ "_ _ N V V 00 O O O Al Project Milestone e DRAFT 'Unc 0]1]3017 Re.ldv Job Nvmbv 005 -OZI7H >>A1� End•I� Jx D.—Br DM Cbn4 Br 1%11 u Byrds Creep Stream Restoration Project eProject ]Person County, NC lj �oA- ono Mfr W z L D L A N D S �' O,%."p 5505 S.1. 1121 Rnad 'Y6 � ENGINEERING 919 8519996 �G o� Sum 122 when NC z75m to F- 9198519987 ' r Fuel Lc— No F-0831 Byrds Creek Stream Plan and Profile 576 570 585 560 30 +00 PROPOSED CULVERT CROSSING TWIN 76 X 48 ELLIPTICAL CONCRETE 30 +50 31+00 31 +50 32 +00 32 +50 33 +00 33 +50 34+00 34+50 35+00 35 +50 36+00 36 +50 37+00 37 +50 38 +00 38+50 39+00 39+50 40+00 0 4 8 12 (VERTICAL) 0 40 80 120 (HORIZONTAL) / /EXISTING BREACHED\ �� - �� __ ______ _________ -___ DAM _ —_ _ -- - - _ - - \ - , 3J / 3J bs -- - - - --- - - - -- -\ — - - -- - - - - -- - RUBBLE /EARTHEN 580 ' DO NOT DISTURB y0 ,:,� - DETAIL ____ - -- 5',.' _ -- - - -- / _ ��- L3 SHE __ __ _ _ _ - _ ! r - BRUSH E _ !` SEE SHEET � � �' -__ ___ ___ __ - __ - ' \ � _ ___ ___ - --- 515 i \ _ —� 3� _ -_ _ ��-- -- --- -- - - -- -- �CIVU BYRES � EK REACH tJL;Z 0 T ART BYR REEK REACH BC3 - -- ------- — _ / - ' 1y �, �•� ' �''" %'W - `� `^' - ___ - BRUSH MATTRESS ------ \ _SEE DETAIL SHEET 44 33 +00 �5�� L-.m �e 17 Jl -- 11 Zoe- LOG +0[ J HOOK ,�_ =�:�� i/ SEE DETAIL -- M ROCK CRO55 VANE SEE DETAIL 2 SHEET 4 3 CT v�( 75_ - - -- -- _ - - ---' ' -- -_ - 5 -_ - - -- - -- _- - - --- __' -- -- -5 cR - sT•9 , r h-- -- -- ---- - - - - -- - -- -- -` - _ \ px \ ! 5. = -- - - -_ -- 580 -- -- _ _ - -_ _'- ¢ ' .' - - -- _ _ - oo / -- -------------------- --- ___ ------- - - - --- - -- PROPOSED CULVERT CROSSING - `` \ -- - - -- %rr _ ___ _ _____ ___ ______________ - TWIN76 X48 ELLIPTICAL CONCRETE EMBEDMENT DEPTH =B �\ _cE` ry W ~ ' ii li v? / / \ , /i- _ �\�• \`\� '. - —\CE __ INV UP 5875(STA 34 +71) - ----- -- -- INV DN- 5672(STA 35+03) -- -- - -- -- -- S85- \ �Sjs 570 -� uLP aZ�N�Pa� ,� aZ5"�' aF -li.E 3 4� 4�4�J5�'4�G 5� G0� ^^�1� C� �I a� DO �I Y O �I i1 N w U � R1 41 4 if) 6 8 F L 4 � � � E a o o $ 567 2 (STA 35+03) oil TIDN id 11!■ 9111 1 1 I■■■■ tl■■■■ 11■■■ I■■■! 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I' ii!' 1�■■■ sa■ GiTi■■ �il iil!■■■■■■■■ 1!■■ ili: ��!!■ r' ��9 ■ ■b■;■�!1!!■■■■ ■11 ■! ■I■ ■ ■ ■I■■ 111■■■■■ 11■■ �■■ 11 1■ ■ ■■�■■I■ ■11 ■■I ■■!■': ■ ■■I ■!!II➢■ ■■ 1�■■■■! i!■■■■■■■■■■■■ osL■!!■!! ■!�L�1'IRti ■ ■ ■■►1 ■�!ii ■■■�■I,li �_ ACC!■ r!.' ��■■■■ I■■{ I�l �!■ ■11 ■■': ■ ■Ir■ ■�■I ■■I■ ■11■■I ■■�■■ ■ ■■I ■■■I■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■ ��■■■■■■■■■■■!! �■■■■! 11■■l oiaZ:.!► E0■■\`!■■ I■ll a�iN 7■ 11■■■! . ^:�= !+■ ■I■■11 ■■!��lt ■ ■■I ■■■1■■ ■■ ■ ■ ■ ■■ ■■ ■■■■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■■►�J, -. ��■■■■! 11■■■■►: 1■! �! w■■■■ �■ i■■■■■► �■ u!■ IZ�■ d■! 11■■!! ■1�! ■R�rl■!`11!lSi1■ ■! ■■I■ ■■I ■! ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■■■■■■1■�u�v■■■■■�1■�r� ■■■■ ■■ iii■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■■■ ■■■ ■ ■ ■■ ■ ■ ■ ■ ■■ 30 +50 31+00 31 +50 32 +00 32 +50 33 +00 33 +50 34+00 34+50 35+00 35 +50 36+00 36 +50 37+00 37 +50 38 +00 38+50 39+00 39+50 40+00 0 4 8 12 (VERTICAL) 0 40 80 120 (HORIZONTAL) / /EXISTING BREACHED\ �� - �� __ ______ _________ -___ DAM _ —_ _ -- - - _ - - \ - , 3J / 3J bs -- - - - --- - - - -- -\ — - - -- - - - - -- - RUBBLE /EARTHEN 580 ' DO NOT DISTURB y0 ,:,� - DETAIL ____ - -- 5',.' _ -- - - -- / _ ��- L3 SHE __ __ _ _ _ - _ ! r - BRUSH E _ !` SEE SHEET � � �' -__ ___ ___ __ - __ - ' \ � _ ___ ___ - --- 515 i \ _ —� 3� _ -_ _ ��-- -- --- -- - - -- -- �CIVU BYRES � EK REACH tJL;Z 0 T ART BYR REEK REACH BC3 - -- ------- — _ / - ' 1y �, �•� ' �''" %'W - `� `^' - ___ - BRUSH MATTRESS ------ \ _SEE DETAIL SHEET 44 33 +00 �5�� L-.m �e 17 Jl -- 11 Zoe- LOG +0[ J HOOK ,�_ =�:�� i/ SEE DETAIL -- M ROCK CRO55 VANE SEE DETAIL 2 SHEET 4 3 CT v�( 75_ - - -- -- _ - - ---' ' -- -_ - 5 -_ - - -- - -- _- - - --- __' -- -- -5 cR - sT•9 , r h-- -- -- ---- - - - - -- - -- -- -` - _ \ px \ ! 5. = -- - - -_ -- 580 -- -- _ _ - -_ _'- ¢ ' .' - - -- _ _ - oo / -- -------------------- --- ___ ------- - - - --- - -- PROPOSED CULVERT CROSSING - `` \ -- - - -- %rr _ ___ _ _____ ___ ______________ - TWIN76 X48 ELLIPTICAL CONCRETE EMBEDMENT DEPTH =B �\ _cE` ry W ~ ' ii li v? / / \ , /i- _ �\�• \`\� '. - —\CE __ INV UP 5875(STA 34 +71) - ----- -- -- INV DN- 5672(STA 35+03) -- -- - -- -- -- S85- \ �Sjs 570 -� uLP aZ�N�Pa� ,� aZ5"�' aF -li.E 3 4� 4�4�J5�'4�G 5� G0� ^^�1� C� �I a� DO �I Y O �I i1 N w U � R1 41 4 if) 6 8 F L 4 � � � E a o o $ � H A o 575 I L H J p a Vi N + j � Q> p 570 PROPOSED BANKFULL 570 w ~ < t 1 sss ) \ 565 1 3 \ EKISTING GROUND PROPOSED GRADE 580 560 558 558 40+00 40 +50 41+00 41 +50 42+00 42 +50 43+00 43+50 44+U0 44 +50 45+00 45+50 46+00 46+50 47+00 47 +50 48+90 48+50 49+00 49+50 50 +00 50 +20 0 4 8 12 (VERTICAL) 0 40 80 120 (HORIZONTAL) I r I 1 I -� - SOM -, ------- _- ------ ' Q� i - "- '- 15- _ F� -� - ' 51+00 - — ------ - - - - -- - - - -- - - _ '" ----------- - _ �- -- -- ------ - - - - -- --- -- - - -- - - - - -- - - -- - _____ ____J ET BYRS CREEK REACH - _ _____________________ �______ _- _ START BYRDS CREEK REACH BC4 -____ ` \ ` 0 _ _____ _ —_- - _ _ __ _ ____- -- __ _____ __ __________ _ 48+02 _ __- __ - ___ ___— __ _ - BRUSH SEEDETAIL3 SHEET43 \ \\ • \o -� ,, �rs�,' -` _f- A�v"" LOG J HOd1C -- - -_� /J'f� - `= \\ \\ \�� SEEDETAIL4 SHEET 42 -'' d _ 585'% ^� _ y LOG VANE -- ---- SE_E DETAIL? SHEE T 43--- _ ___ -' �L -� - -- -- _ - _--- -- -- -'j ^' _ -' /__ '---- CPS _ .__'_- "-""'- ii •' -- ANGLED LOG-STEP POOL SE DETAIL 3 SHEET 2 ________- - ___ -- -- SOUTH BRANCH REACH SB7� �\ \\��. `� ��,56$ _BRUSH MATTRESS - „_ -�� ^ -- - _ _ ______ `_________ __ _____ '��,� _- -' -- _ ------- _ _ _ •____ ., _ _- SEE DETAIL SHEET 44 - _ "_ -- ___ ____ -' SEE SHEET 2 7 -`' \ - _ - _ - -- ---- SOUTHEAST BRANCH REACH SE2b' -------------- -- -575 - - -- ' Pi - - -- / 'S - - €QSHEET212 A A zzA $ji! a "zaa � aZ z��aa e U 3 4� 0 + tit' O 4 ti S¢4q J� 4�G�S 5� //'�ice� 1°M �1 it 0 Q� H �J K_,' V 0 8 v w d1 .b U � a G N ate+ x m ss" g ` � v A ° -T 1 1 I 1 • `I\i 111 �1' ' 1'1 ' 1 +'I mill 1 ' ` 11'11111 '1'111 II I 11'1 \` \ MATCH LINE - STA 50 +20 1 1 1 1 \ 1 (fp N 1 CWWW} i I I� r 1 - o b. �e 1 I Ili I 1 ' I o1 I l O1 0 I 1 � 11 1 1 Milestone - DRAFT 0 c i A 2 A O A m 0 C) N N N OI O U Ir W 1'!3013 Bev J Byrdls Creek Stream Restoration ]Project Person County, NC Byrds Creek Stream Plan and Profile C 00 e, 0j'�rr • Ys>' �.I{'�� G op f0 WILDLANDS sh C2 5605 Chapel Hdl Road 919 8519986 Raingh NC 27607 Fax 919 8519997 F.. Iwlzllx loo F-MI IAN �Ibr DOS 0128 P.J-FM ar Dnrn By 09 O.aa B, 1Hli a Sheet glo g< _ M■■■■■■■■■ ��■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� MEN 38 CONCRETE ELLIPTICAL TA 14 20+00 20+50 21 +00 21 +50 22+00 22 +50 23+00 23 +50 24+00 24 +50 25 +00 25 +13 0 2 4 6 (VERTICAL) 0 20 40 60 FETWENEIR (HORIZONTAL) __� _____- _ __ - _ -11� - - - - -- -_ __ _ -_ -_ - __ -_ _ __ -- -- -- - -- - - - - -- - ___-- _______ _ _ - _- ' go ___________580 __ BR(JSHMATTRESS -- -__ - - _ __ __________ D�__ PROPOSED CULVERT 6ROSSING� ____ ______ -__ ___ -__ -_ SEE DETAIL4 SHEET44_ __ -_ _ " - ' - -__ �� -__ __ 60 X 38 CONCRETE ELLIPTICAL m __ - _ _ - - _ --- -- FMBEDMENTDEPTHvB I_____ ________ _' ____ _ - "_ : \� `` __ - _________- ------ - __ -_ ____ iNV UP= 5738(STA 20+22) - _ - _ _ ' -_` _ _ - `r - _ INVDN•5734(STA20 +50) __ LOG SILL ____ _- _ -___ -- -__ __ - _ /' SEE_DETAIL2 SHEET42__ _ -_- - _ __ - - _ -575 _ — a - 1 i � � I .. BRUSH TOE SEE DETAIL 3 SHEET 4 3 - -__575 - - - - --_z --- _ _ _ _ START SOUTH BRANCH REACH S81 J - - - -- - . x `, a TA 20 +78 R _ - - -- _ - -- -- - - - - -- - - - 'S7 -_ CE CE _ CE l - CE _____ - '- - CE CE _- - — -- _____ -_ CE \ __- �-- ---- - - -- -------------------------------------- -- _ - _ ` — 580- cr C? N .O b PH rl 0 i �1 rn b �1 �W 0 N O �a•1 W ,A Z09 K; L a a•�PP'� Z N'�PP d_ 5 3 4� G0� u �-1 0 8 � ❑ 5 A u W .5 r� 0 U] 61 W a a Q 1160+ CID 575 570 565 562 25+13 P3, N o ! ". S - S $ 8 $s peps ryry ♦ n N � ry b ml m ,n xl 25+50 26+00 26 +50 27+00 27 +50 26+00 45—� 30 - "- 3 0` - �— - -- - �\ 3 __ 575_ -- 3� _ - i i ' ___ - _____ ___ LOG SILL - S% SEE DETAIL 2 SHEET 4 2 1 � 0 28 +50 29 +50 575 570 565 562 30+00 2 4 6 y^� (VERTICAL) �dC 6 20 40 60 (HORIZONTAL) I '-570- \ I E E E E E E E \\ IW I E F E E E F E E E E \\ IJ E E E E E E E E E E \ QI E E E E II O`yb E E BRUSH TOE _ , E ` SEE DETAIL 3 SHEET 4 3 IR _ -_� _ - - PROPOSED CULVERT GROSSING \\ O 60 X36 CONCRETE ELLIPTICAL? \E, F Fn'O __ EMBEDMENT DEPTH = 6 I SOL - _ INV UP =568 9 (STA 27 +28) � N INV DN = 568 55 (STA 27 +54) _ _ - .H MA ` ESS _ ' _ - ` \ - SEE DETAIL 4 SHEET 4 4 �t r { �` 1 _ I, ------------ LOG HOOK E E E rE F _ _ - _ SEE DETAIL 4 SHEET 4 2 ` \ _ CE _ -__- CE_ -- �E�= +- ^-CE__ -CE `_- -CE LIjG VANE CE CE - - -___ SEE 1 SHEET , �_y7� /y IKl 7^ _ oETaL f ` 3 O� , _ _ _ __________ z Y) A zza oil- r raZ$ aF;q� 3�N 44 O Jg�s'4`� 5� �.d Cd �d M a � iW �U W Vd 44 . d1 k� B _AN 1 2- N w �a M� W � as in N I.n cn z g a A�n z z- ■■■■ I■■ 11■■ 1■ Ilil■■ 11��■ I■! i■ �©■■■■ ■ ■ ■i■I! ■AI ■ ■! ■ ■1� ■ ■ ■IB ■ ■! ■ ■! ■■ ■■■ �I■ ■11 ■ ■1!1 ■1 ■ ■11 ■1 ■Il�� ■! \! ■ ■i■ r ■I�i ■ ■11 ■ ■Ii ■ ■ ■11 ■� ■ ■ ® ■�� ■i! ■ ■�I� ■iQ ■�1�1�1�l 111■ �!■ i■ 1■■■ 1■! il■■ I ■I ■ ■11 ■ ■11 ■ ■11 ■ ■ ■11 ■� ■ ■ ■ ■Ir ■i■ � ��tl��l111��1�1!�11��1�l�1�1■ �■ �� ■!1! ■ ■I ■I ■ ■11 ■ ■11 ■ ■11 ■ ■ ■11 ■I ■■ ■!! ■ ■I■ ■■■■ ■ ■11 ■ ■!►� ■ ■■iviaB�� ■�.��II��i■ llii'1l1 =� ■!al■ii ■ ■ ■!! ■ ■I■i �iii ■ ■ ■ ■ ■ ■ ■ ■ ■ ■!!■ ■ ■ ■ ■�� !'��.�. ■■ ENE EMSEi■■■!i■■i■ -W Immommommomm ■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 25+50 26+00 26 +50 27+00 27 +50 26+00 45—� 30 - "- 3 0` - �— - -- - �\ 3 __ 575_ -- 3� _ - i i ' ___ - _____ ___ LOG SILL - S% SEE DETAIL 2 SHEET 4 2 1 � 0 28 +50 29 +50 575 570 565 562 30+00 2 4 6 y^� (VERTICAL) �dC 6 20 40 60 (HORIZONTAL) I '-570- \ I E E E E E E E \\ IW I E F E E E F E E E E \\ IJ E E E E E E E E E E \ QI E E E E II O`yb E E BRUSH TOE _ , E ` SEE DETAIL 3 SHEET 4 3 IR _ -_� _ - - PROPOSED CULVERT GROSSING \\ O 60 X36 CONCRETE ELLIPTICAL? \E, F Fn'O __ EMBEDMENT DEPTH = 6 I SOL - _ INV UP =568 9 (STA 27 +28) � N INV DN = 568 55 (STA 27 +54) _ _ - .H MA ` ESS _ ' _ - ` \ - SEE DETAIL 4 SHEET 4 4 �t r { �` 1 _ I, ------------ LOG HOOK E E E rE F _ _ - _ SEE DETAIL 4 SHEET 4 2 ` \ _ CE _ -__- CE_ -- �E�= +- ^-CE__ -CE `_- -CE LIjG VANE CE CE - - -___ SEE 1 SHEET , �_y7� /y IKl 7^ _ oETaL f ` 3 O� , _ _ _ __________ z Y) A zza oil- r raZ$ aF;q� 3�N 44 O Jg�s'4`� 5� �.d Cd �d M a � iW �U W Vd 44 . d1 k� B _AN 1 2- N w �a M� W � as in N I.n cn z g a A�n z z- o O = N N O S�3 m I Ili I I \�� p A R R \ R \ R \ / OV t R R R , R R R � i 1 m I / Oda%/ 0US Ile _ n N _ ' a° 8 N M - --- " C �O Ju m / / m t• /� r Imo = i 1 I 1 �- J N� I'1� I ! r 11 icfi" i II 1 I i I i I \ I I 1 I I I 1 �N, / III i I ]Project Milestone - DRAFT WS I' V2I78 lByrds Creek Stream Restoration Project �.�,� r.y , E.0— Ix W D.—R, ols Person County, NC C'4 GAO k� Is W I L D L' A N D S L7 R��B1 TAII ENOINle41NG South Branch 'AG off, 5605 Chapel I Idl Rued CT gh C Raleigh .c n6 6 a Stream Plan and Profile 1p N. 9198519997 Shea rum Lceuae INo F 0931 N No WS I' V2I78 lByrds Creek Stream Restoration Project �.�,� r.y , E.0— Ix W D.—R, ols Person County, NC C'4 GAO k� Is W I L D L' A N D S L7 R��B1 TAII ENOINle41NG South Branch 'AG off, 5605 Chapel I Idl Rued CT gh C Raleigh .c n6 6 a Stream Plan and Profile 1p N. 9198519997 Shea rum Lceuae INo F 0931 0 0 ]Byrds Creek Stream Restoration Project �,�� ,� M IB r,�tl �r Dn- BI oIS Person County, NC CO, GAO W I L D L A N D S = N N 0 CD m •s V� I ENOINeem NO Southeast Branch 1:��,� �C 5605 Chapel 1221 Road 1NC 27607 A A O� rn Raing e Stream Plan and Profile Fd Shoe 9198519997 Fvm tw-- ho F 0931 y Ao A A � H STA 30 +00 95 c o ELEV - 598 50 = STA = 30 +1000 A' 01 01 ELEV - 588 00 STA • 30+18 60 _ ELEV - 58835 c w g m = STA - 30+27 05 ELEV - 588 10 mD STA =30+40 39 CE ELEV= 58723 CEO CE � CE CE -� CE g ni ti m I " STA = 30 +50 08 ELEV - 587 85 I pO M STA =30+78 34 ELEV= 58681 z D \ m I 0 0A1 O 11 i P ul m STA = 30+96 60 1 I 1, 1 I N ELEV . 567 50 2 O de / c STA . 31 +06 38 m0 N 11 Q i� 11 y ELEV - 587 20 I I i I Po I 1/I NF m , 1 I STA 31 +2180 mtl 11 i I I i I I ____ A I ELEV - 58621 I 590 STA - 31 +37 22 ELEV= 58690 ` G $ � STA =31 +5188 F U ELEV = 598 30 Z 4r , r X31+6460 , ST V = 58538 / / N Z / STA =31 +T7 31 ELEV - 586 10 z. STA 31 +9595 ELEV U r \\ t 58510 I U II 'M I ST =32 98 E 34 , �/ 1 rr m � •2403 STA =: Q, i j 58490 ELEV = A � ;\ t / ELEV 584 5 / 1 1 ELEV = 582 99 /1 / - ' / E EV= 8365 TA= 3 2+98 3 '';�\__ ii r STA 33+09 \ — A ELEV 582 - _ 585'' — E EV= 265 STA 33 +39 39 ELR = 582 - 58 32 STA 33+67 TA. 3 +7888 ELEV n 1 - ,1', W 00 \ _ ,U� ' TA +0023 E LEV = 76 d I EL V e 1 50 MATCH LINE STA= +33 -STA 34 +70 ELEV 591 GO STA 34 +4539 EL - 580 TA-,4-57 1 1 I I elf ' � � � / �\ , ' \ \ \ \ \\ ♦ W n � V 75 �r 2"n y� t \ \� i i 1 1, � i • \ \ I i \ In N � 111 I S Project Milestone — DRAFT m "N28 " �°� gl,-0Z17! ]Byrds Creek Stream Restoration Project �,�� ,� M IB r,�tl �r Dn- BI oIS Person County, NC CO, GAO W I L D L A N D S 0a By ,N71 •s V� I ENOINeem NO Southeast Branch 1:��,� �C 5605 Chapel 1221 Road 1NC 27607 �fo Raing e Stream Plan and Profile Fd Shoe 9198519997 Fvm tw-- ho F 0931 ox x� m �1 W m m m W II W F W E Y OD pP �Oo O N w mmY 0 W a ° 0 oO tf ^ N m CC N Qp tN � N w q Sp pp O m O 1 a a — PROPOSED GRADE \ ?3 \� , \ ol i75 EXISTING GROUND \ 57: \ \ STA = 7 +91 9 STI 37 534 , 57 5 85 S TA = 37 78 01 LEV= 7548 PROPOSED BANKFULL PROPOSED CULVERT CROSSING — — — 42 X 27 ELLIPTICAL CONCRETE EMBEDMENT DEPTH - 6 INV UP - 575 10 (STA 38 +22) INV DN - 574 70 (STA 38 +50) 570 57( 34 +70 35+00 35 +50 36+00 36 +50 37 +00 37 +50 38 +DO 38 +50 39 +D0 39 +50 39 +60 _� CE - - - - -- - - --- - _ ' -'--- . -�� -- ------ - -- --- - -- -- - -"----- _CE —� _ -_ ----- _ ---------- _ r� LOG HOOK'' _ _ -_ - -- - SEE DETAIL 4 SHEET 4 2 Z' // - -580- �l _ -�� -AND SOUTHEAST BRANCH`'_ " 0 2 4 6 (VERTICAL) 0 20 40 60 (HORIZONTAL) I SO - - - - - - - - - - I -- -- CO - I J / Ir , \ -- - -' -- CE �I 0 rn 4? C? ZZa° $11! O •,3 p,�2$ afLE 3vN +A G� •a h�1 �U �z1ti 0 �U i-I U rn E c Y y s "s "a as � R1 � R L~+ STA - ELEV 580 sec H N W < N W W u R H H N H 39+7 00 w n - 57 12 w a n 57' =41 ' + S 200 N i " v ° $ H 3q E EV= 230 PROPOSED GRADE N 37 N w — — — 570 571 EXISTING GROUND 2g STA=42+71 -- ELEV = W 70 ST k = 43+39 0 00_j' — ELEV= 56900 — — 565 5& 39+60 40 +00 40 +50 41+00 41 +50 42+00 LOG SILL \\ ,SEE DETAIL SHEET 42 \-- 40+00 \ _` -- ------- -- ---- - 'S S / - -- - - - - -- - - - - - - - - - - ---- CEO '_ - � `E � C ' - _ J� LE CE GE \ \ - CE 42+50 43+00 43+50 44+00 0 2 4 6 (VERMAL) 0 20 40 60 (HORIZONTAL) i So 0 ----- ' -SLOG VANE \ N - - - - -- -- SEE DETAIL 1 SHEET 4 3 '/ 1 --------------- _ u CR4 - 7 ' ' / END SOUTHEAST BRANCH REAC START SOUTHEAST BRANCH REACH SE2b ` STA4q+48 /lP CE CE a two 2 0 rn .O i=1 CIO ad M �1 rn k7 0�4 �1 ..w Lai A z =" §10 a p zaa ypyp LPP S1 AaFN� -�3 a2$ G� u R1 l� —0 Y � s U H O v IOi a LV a cl Fri C!] I _- I u 0 NnIJ 1 l A �IMF� � 005 02128 ____-580' D... 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Y (FT) 0(DEGREE) S(%) FILTER FABRIC 3E LOGS \ MAX }§ TO % BANKFULL RNATINGSOIL/SALVEGED STREAM BED MATERIAL \ I ) BRUSWWOODY DEBRIS LAYERS Brush Toe 4 7 IN of to bca IC BASELOGS 4 -6 DIAMETER Section A A 3 TOP OF BANK (TYP) 2 CLASS A STONE CLASS B STONE EXTEND FILTER FABRIC 5 MIN UPSTREAM 2 Rock Cross Vane 43 of to bcale BACKFILL Tn EROSION CONTROL MATTING BRUSH AND WOOD DEBRIS SOILISALVAGED STREAM BED MATERIAL Profile Vtea ADS 5 —.,3 v' BACKFILL (ON-SITE ALLUVIUM �' �� ►1^, W CHANNEL BED O OR NO 57 STONE) H , TYPE 2 O �U FILTER FABRIC <!p 't') r S E 4� CLASS B 4+ STONE BOULDER �:� `S EMEND FILTER (SEE PROJECT SPECIFICATIONS FABPoCS MIN FOR SIZE) UPSTREAM S4'�C'AJ��4JLi v Section A A 51�� G� TOP OF BANK (TYP) 2 CLASS A STONE CLASS B STONE EXTEND FILTER FABRIC 5 MIN UPSTREAM 2 Rock Cross Vane 43 of to bcale BACKFILL �.a EROSION CONTROL MATTING BRUSH AND WOOD DEBRIS SOILISALVAGED STREAM BED MATERIAL Profile Vtea BRUSH AND WOOD DEBRIS SOIUSALVAGED STREAM BED MATERIAL v STRUCTURE INVERT ELEVATION HEADER ROCK PER PROFILE )PE S _ FOOTER ROCK NOTES 1 OVEREXCAVATE 3 OUTSIDE OF TOP OF BANK ( BANKFULL) 2 INSTALL BASE LOGS IN A CRISS CROSS PATTERN DRIVING THEM INTO THE EXISTING BANK A MINIMUM OF 2 BASE LOGS SHALL BE 6 12 DIAMETER 3 INSTALL A LAYER OF #57 WAHSED STONE ON TOP OF THE BASE LOGS LIGHTLY SPREAD #57 WASHED STONE TO FILL VOIDS BETWEEN BASE LOGS AVOID HEAVY COMPACTION TO PREVENT DAMAGE TO THE BASE LOGS 4 INSTALL A LAYER OF BRUSH/WOODY DEBRIS WHICH SHALL CONSIST OF SMALL BRANCHES AND ROOTS COLLECTED ON SITE LIGHTLY COMPACT BRUSH/WOODY DEBRIS LAYER 5 BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY PARALLEL AND IS INSTALLED POINTING SLIGHTLY UPSTREAM 6 INSTALL ALTERNATING #57 WASHED STONE AND BRUSH/WOODY DEBRIS LAYERS TO A TO V BANKFULL HEIGHT 7 INSTALL EARTH BACKFILL OVER FINAL BRUSH/WOODY LAYER ACCORDING TO TYPICAL SECTION DIMENSIONS 8 INSTALL EROSION CONTROL MATTING AND BANK STABILIZATION PER PLANS e ° . d 4+e) Q .O 11-I 'Ai w e t c v A 6 8 p�i-j V o _ - ? c I w �.a • Q Profile Vtea k O �U �U ° a� �I U TOP OF BANK BANKFULL (n NOTES 1 OVEREXCAVATE 3 OUTSIDE OF TOP OF BANK ( BANKFULL) 2 INSTALL BASE LOGS IN A CRISS CROSS PATTERN DRIVING THEM INTO THE EXISTING BANK A MINIMUM OF 2 BASE LOGS SHALL BE 6 12 DIAMETER 3 INSTALL A LAYER OF #57 WAHSED STONE ON TOP OF THE BASE LOGS LIGHTLY SPREAD #57 WASHED STONE TO FILL VOIDS BETWEEN BASE LOGS AVOID HEAVY COMPACTION TO PREVENT DAMAGE TO THE BASE LOGS 4 INSTALL A LAYER OF BRUSH/WOODY DEBRIS WHICH SHALL CONSIST OF SMALL BRANCHES AND ROOTS COLLECTED ON SITE LIGHTLY COMPACT BRUSH/WOODY DEBRIS LAYER 5 BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY PARALLEL AND IS INSTALLED POINTING SLIGHTLY UPSTREAM 6 INSTALL ALTERNATING #57 WASHED STONE AND BRUSH/WOODY DEBRIS LAYERS TO A TO V BANKFULL HEIGHT 7 INSTALL EARTH BACKFILL OVER FINAL BRUSH/WOODY LAYER ACCORDING TO TYPICAL SECTION DIMENSIONS 8 INSTALL EROSION CONTROL MATTING AND BANK STABILIZATION PER PLANS e ° . d 4+e) Q .O 11-I 'Ai w e t c v A 6 8 p�i-j V o _ - ? c I w �e BUFFER WIDTH VARIES DIBBLE BAR 6 MIN OVERLAB IN 2 1 PLANTING BAR SHALL HAVE A DOWNSTREAM DIRECTION BANKFULL BLADE WITH A TRIANGULAR CROSS-SECTION AND SHALL BE NOTES AT MAP ENDS 12 INCHES LONG 4 INCHES WIDE 1 ALL SOILS WITHIN THE BUFFER STAKE (TYP) TOP OF BANK RESTORED AND 1 INCH THICK AT CENTER PLANTING AREA SHALL BE DISKED C NEL AS REQUIRED PRIOR TO PLANTING 2 ALL PLANTS SHALL BE PROPERLY 7 HANDLED PRIOR TO INSTALLATION ROOTING PRUNING TO INSURE SURVIVAL �q't1q,Y SPACING PER ALL ROOTS SHALL BE PRUNED �A'G PLANTING PLAN TO AN APPORATE LENGTH TO Section N tew PREVENT J- ROOTING TOE OF SLOPE 0 O 7 O O5 O Plan N tew Typical Stake EROSION CONTROL MATTING (TYP) TOP OF BANK 16 SECURE MATTING IN 6 DEEP TRENCH STAKE(TYP) INSERT THE DIBBLE OR REMOVE THE DIBBLE OR INSERT THE DIBBLE OR PUSH THE DIBBLE OR PULL BACK ON THE HANDLE REMOVE THE DIBBLE OR TOE OF SLOPE SHOVEL STRAIGHT DOWN SHOVEL AND PUSH THE SHOVEL SEVERAL INCHES SHOVEL DOWN TO THE TO CLOSE THE BOTTOM OF SHOVEL AND CLOSE AND FIRM INTO THE SOIL TO THE SEEDLING ROOTS DEEP INTO IN FRONT OF THE FILL DEPTH OF THE THE PLANTING HOLD THEN UP THE OPENING WITH YOUR FULL DEPTH OF THE THE PLANTING HOLE PULL SEEDLING AND PUSH THE BLADE PUSH FORWARD TO CLOSE HEEL BE CAREFUL TO AVOID BLADE AND PULL BACK ON THE SEEDLING BACK UP TO BLADE HALFWAY INTO THE THE TOP ELIMINATING AIR DAMAGING THE SEEDLING THE HANDLE TO OPEN THE CORRECT PLANTING SOIL TWIST AND PUSH POCKETS AROUND THE THE PLANTING HOLE (DO DEPTH (THE ROOT COLLAR THE HANDLE FORWARD TO ROOT Seenon \ tew NOT ROCK THE SHOVEL SHOULD BE 1 TO 31NCHES CLOSE THE TOP OF THE BACK AND FORTH AS THIS BELOW THE SOIL SURFACE) SLR TO HOLD THE CAUSES SOIL IN THE GENTLY SHAKE THE SEEDLING W PLACE PLANTING HOLE TO BE SEEDLING TO ALLOW THE Erosion Control Matting COMPACTED INHIBITING ROOTS TO STRAIGHTEN OUT 2 ROOT GROWTH DO NOT TWIST OR SPIN THE Bare Root Planting t o e 4 2 o SEEDLING OR LEAVE THE 1 v v v v v v ROOTS J ROOTED 4 4 i Nor to tr4 a p v v V V v v v V vvvvvvvv vvvvvvvvv vvvvvvvv yyyyyyyyy N�z� Nol ,lq MATTING CONTROL (SEE DETAIL) BRANCH CUTTINGS 18 GOUGE GALVANIZED (TYP) f 2 2 ry \� ry�� TOP OF BANK WIRE SECURED TO STAKES uvHML urHaL LIVE STAKE (TYP) LIVE FASCINE BUNDLE OR 12 COIR LOG SECURED WITH 36 STAKES AND WIRE � TOE OF SLOPE A Section \ tew SECURE WITH 24 O LONG STAKES (TYP) LIVE STAKE (TYP) TOP OF BANK 12 TO 7 DIAMETER N to Z a p Sectton Vtew 0 ¢ Typical Stakes � A � A A Nod F SHALL BE A MINIMUM OF 35 BRANCH CUTTINGS 16 GAUGE GALVANIZED -44 to A A A PER SQUARE YARD WIRE SECURED TO STAKES A A A A Live Stake Detail (1 INCH MAX DIAMETER) A A A A A JL A A A TOP OF BANK P FILL IN GAPS WITH TOP SOIL TOE OF SLOPE NOTE fF�l Plan \ tew 1 BOARD FOR STAKES SHALL BE 2 X NOTE 2 X 24 OR 2 X 2 X 36 AS 1 DIRECTED BY THE ENGINEER 1 LIVE STAKES TO BE PLANTED IN AREAS AS SHOWN LEAFED CONDITIONS OF LIVE FASCIAE BUNDLE 2 RHE ��y1 ON PLANS AND DIRECTED BY THE ENGINEER OR 12 COIR LOG THE LANG PIANT MATERIAL IS NOT LIVING REPRESENTATIVE AT THE TIME OF 0 Live Staking INSTALLATION 4 4 of to e b Brush Mattress /-, 44 of to a •® l^1i� 1°1 zo §10 4a��z q aW zaa =.46x5 s Q�U G_rl 4� P �0 4.�4,�J5w4�G`S 5� i4 i==I 0 b O rn �U id 44 i0 U i-I R s e �t i $ y A pEy