Loading...
HomeMy WebLinkAbout20211245 Ver 1_DWR_Eno River Cole Mill Rd Buffer Auth_20210812 Eno River State Park Cole Mill Rd/NCDOT Bridge#310049 v,�•. i remove hazard tree i• ;; �: i' ` r(poplar)and roots. n' � ; st t `. ash I'n. ° ""` 'r` 'stabilize gullies with CL •�' -: i5',rd4 �• F�1js; -. r 1 riprap l_ ..r. .44 AYE .^t■ 2;.'f i I v' `, - . iY i "'--".. .-4s--t-_- - -!. --_ _‘. IN _ . .. i j4 - '� ..1.an T � , .. _ -- .Gay l - �` tS ' ,, �-• ?I.may• . yr^ 0•�..:- . .. r} b _ 44. ryr • ' •'�•' 4. _J 1 tik _ sa - i '-'4.--;. '▪-''.11.' If:4r*'':: ':-.:.re:]4:-''.'h: 'L._' .,'-'4.-.:.'..if—:.' .,..1.."' '..:. ,.,_ .er . ,. 144,....::,..: _,.. ---•.-, - 4-'7".415,1771.41:',-,'N, :-1.•?.e.4 71N.1.'i- ,.4'"\I:..:-:', ' : ',. . .-, ,1: f. �� h 1fT�S• :�''.i lA '�4i '.cJ �f p # At . . f ,' ,� Cole Mill Rd bridge location: 36.059354, -78.978169. Steps are partially within Eno River State Park parcel boundaries but are not an authorized access point and will be removed when NCDOT stabilizes the area with rip rap and check dams. The majority of the fill and rip rap placement will occur within the NCDOT ROW. TV 1 A'. v ' i . - al ti_ x= fir- ¢ ►� t �- Y .iceriL. 7 ::'"::t: i:y_-rr., ,, ,-,--L.;a? s Vey. -C''' • I . �..�--• .'..," • _ . .. - -• .t 'i 2'� S', 7 • ' -44 v� ,ti x. is Existing culvert along Cole Mill Rd NCDOT easement that became blocked by upstream dumping of concrete materials in roadside ditch. Per NCDOT this 48"culvert is correctly sized for the watershed and will be cleared out/repaired when stormwater control BMPs are constructed within the road easement. -•aa. dry•. -. _ „tre ' ''''H a: :J.. .i ' .,.,' - F A �'. ^'" 4' ,` Cale Mill Rd .. .,. , .. . _ ._ . •. . . , , ,c,..‘.,„. ,. .. —7,_ --; ' - .' ,'�1 - r` -cit : a _ = -� AL "W .Y _Y•�.T r }w ax."' '. � • fir. r ; �.� '_�tr_... - �...�� � `'fit '.;'�-�;� - 1,� F:, I Nssirt, ,if__ _ _• g.; :9�7". .�T, .,4} � "_�" 'ice- 'a �' 4'.•. % • r'.�.'0',0 i-`• .14 w`'k'-• `' ham 0--- r icy; i 6Sef h �• = • 41 44qk 'A- yy .��.,I=▪ t9 �°� �tr� �yi';' � :.4 I'7Yf Z !:Yr t••� .1f4vt1:•�1 It ri`,,.0i k-r.,�`;s,i. l vj.'..�_'-; •. ` +-.t- �� !i 1 V'� 7 . wry^"•. :tom ;wry^•���}}.q=ti�l.'"-•1 • _ -t'Z,','. '• .6Zt+,j1•,�.r��yy�'[.•, '8 � ! t �1ly�l �ri j -.' r- -Ar tr '.`C a - h � is ' v ~•� ,r i "' 74'j I`'i .. i L.I,r ti ,- '- .i.y al1•' . A.,,q' F. P• ...�• ' tom:` , .r�I. ir9k.' ,,,„$....i ' -:-.:. ..:ew-1, , .,,,.,,i .,,,,A. . .1 - ,AA., • , ..., ..,,I.,...... . ....-,\.! .., Erosional gullies are currently over 3 ft deep. Roots will be removed so rip rap and geotextife can be securely placed. Caution tape and "do not enter signs have been placed at top of stairs multiple times by Park Staff but visitors illegally parking along Cole Mill Rd constantly tear them down. • r . '. ..„f _ K:-f 'v _ i - r, yam . .r,: fi `�-' Jai,: ..>rr-'.... , `= • arse -, .r-. _ ,�, 'cam *Stoi > -- ` ♦� • -, ' e + e .. • ir' 40* • ` Z- - ? J I - �{':t_ r....4 .-• ".-•gam - -`SS 'r `ry . ! r p Ir ti w ' C.yA'' f, rl" r ice (^"4 �r/• t Ir. �' t f 4 9r'`� 1,,• k r " • ` rf i am am .,r - -•�., _ ed r "`tiz • b .--Ni • y .r. JTy1 l . t 1 - % _ 11 i —may _ .r4Y4 • ,Pa } .p ..- .4, p v_1\* . 1 -- r i . - ' is '��F a6 rm . ' ' • '*C.!. 6.•''.-1.•.r..7.r ..• . -C'.•'-gLii-!.. --: ',.1:'-•...-- Li-...; ',--.. Vt.',C:t-'''.•.41... .''''• , e.P.,„-- . i, . „A.-'...- 'ci,..,.. -oe'F',..44>T.ti. --?Lk::::,. --,„- ,. ;•,-..-• ,:-..)t ii: 451-4(....c.v,-.,. . . 'Tho-c•-,'" , x., iFrF .w Y , s r V: 'Deep erosional gullies start at bridge abutment and run downslope to left bank of Eno River. Steps will be removed just prior to NCDOT beginning work to negate any possibility of concentrated flow should a large rainfall event occur during construction. Once steps are removed, slope will be re-stabilized between erosional gullies and existing edge of steps (far right) using rip rap and rock check dams. ,.. -T-,,,-;irrwpwrir,xf",..:_4i§._ , , 1. k-1_m-,o w. - . . —.•_ - ,e.i,,,:e.1"z!...S.dY r,‘c-.:-V"-,,,"*,f,.;'.it;7;; f fn . 't' ® Y °i•• ,o fi' .. ;:. .:..'.1..,:1°.:,j'V•..(•r••-:1"01).r4s-'-:f'#:',:','44''''(';q3•1:o11 r:,.110-;'t:.:.ie„!9',-:'e):,7V,•,i•4.;11"11..--•--•,0,,.•e."r''.•,'41..1'1",4'.'...r%1 4:4: 'a'1EY.:1'f1 1k'1: , : ,., , • . • r ,' 1- •/ "i 0-... _ s4 :v 1. • ,Ir." ark.. 5:7�_ _ +��, X .,■ SFr r "R "•ate•z:'• _ d A64 • . - -,,,-• ;^�` a _3_ 7_,_, _ , _ ,---_ 7 , a 4.,T 4-0-,,,,---4-,- .A..= -.: e^ . .3,,ro.iii: ',g-ii. . ..• '-,-, .r:. o' (\%i:....4.....s1. '.-_'-'',-.',1•.'--''-1,..,-...,'4.1,.f•.,--4,-1,1-,':!'-SS-4t-"i-.-t'4.—.s-'--•:4-V,-':e,e.4'—..l11.,..;,4-,:.;..1'k_:.d—r.),.-'4..•_3e-.'.._r i'.._-'14-''.$-''-1r.'-.;.',.4,,__.605:_.,•g•.,d--.':.--Tkt,..2.,,-4:_AF:'',--".,'.'_ri__,-,,' r r _-.,,.,-.6 a:Ty -` ,%'.,...-..-4.\.--_'-,•I.'-„,-t.-.,.•,u';_e-,•e';;--%',:*.+-:'%•.4 e,.'-_..,.'•I'.3,.'4'-..r",'.Z..-t..1p-=r•..-r•1-.., ;-L-,,r_' T1s .1 i• q.�. ....„•1,.-,•.11._-*V•_.-.-,--7-.jr ..0•.4-.".'•Z,i 1g7.-4i•-:1•.N4,.-_•..,'04.-161,,.--Z-,--.-'• �' „,..,..6: 7. ..'"' a.'�,..,•�r,.: :d.., \. - 'P: ,;-5. .1 i.' n-.. • qy rr -i4'.- --.. 'T-.t-..- - --• .4.-• •-:- 4, ._• ,,- _ - . 4:44. 'b.,--- 4.-''.4.4ti 1-r ' '� :[: ? �L:^ r' i. . .' .. ;, . 4 l � a : c:' .�. 'psi . :`c+ ,`4 � _ J '. ,•. ,�' i; _- - rr fi .f ' i L.;- ^ / a � '4tee'#. rk r r r � aa Ar • .•. -f� .kg`.''f K 41: 'I.‘. *. R'' ^' \ ! v_.7.,,,-.." °-.11'..4...;r!'• ,.;.,,,,A, _„_.d.._-. -4',,t1,-"-,..,"L4--... i' - -:,P,14,'--..N.1:',.- -,.:._'Itr..',-4,44,-''fi, Y'',.)(4',d'-f- ,",',=`, es .4.-76' -AV- ' #6.' '1 N ,• k.�• • '',ti nyy `��' 'L�' , + •1 *. .. L�+ '' `''Ir ..y .yam 1 • � ,x t,, ,,p F I .i Y , d'r! r -_ yy�`4,' .•,i' • �lv( ,' =5;•. Wit;-.,'`-q �{, s^ ••'-:i -•_ ' .......,:4-4' ..."-4.. '± 1''. '-'!...1.'''''‘.......94i`••2 .1.ri7;.0' r ,a, ',''' ,),. , ',A11110.,, .. '', '01 ,1--, 'ir"..., I. -1;44' A Stabilization above left bank Eno River per NCDOT plans. Large erosional gullies are continuous from bridge abutment downslope to left bank of Eno River. Buffer zone impact estimates: Zone 1 15 cubic yards fill, 25 tons Class 1 rip rap Zone 2 7 cubic yards fill, 15 tons Class 1 rip rap f d/ G e B ilLa A a dP it we Ihr a ti �,I,���� j a IT T a 1 R 41ER. 36.059354, -78.978169 i. r I.V.ffineWiragriall. :11.E. °IIP. . .-1 .-11\i" , ,., ----.,,,..7-., Ge Et , _ ... ,... * 7 r r or. ti in i ka In 4: 4... IIP " ti cr. 117'41.1111111(11 rip,. , ' . Q .'- i llart. - . , ii(e,--• t)6:(11 I: did"'!' t lb. II * NCDOT Bridge#310049-11 - Eno River State Park L 0 300 600 Slope Stabilization & Trail Repairs L."SRTH TATE ROLINp • Feet Cole Mill Rd Access 3 July2021 Eno River State Park NRCS Soil Map: Durham County, NC `„ Durham County 1976 Sheet 16 r� ft G 4 + aan .ps to a 0 • i a 4I)a" a ) n ., n Z '•. ir a% Dr eb r'c.� ;4tab F 1- 1 F f! �'y�j'c lfmstead rl) ,z, f _ Pines Golf d Swim Club -/ � ' 2 h1yCIP Fir 3 - it I � � r r Font Rd Inii ;.a [:ate 36.059354,-78.978169 J ko rl I 6pr �a J-rnw Jr I gii . f 6ci + — Q- Val6y If, Springs - irk s I �O yY,��r � � :CD y' L _... I i :. tid- Lau rel4" 9\P d. 11 is r `� e TO i:roasdaiia e t 8erim 0( bes Cie ho p 4rh 1 d 1 I11iSst7ofDtiAh Hd 147.4. I a_ 1. !` - :. Bennett Win° S RdCroa ii County-,-1,11 NCDOT Bridge#310049 - , 7n Nea l Rrr Eno River = Eno River State Park D 0.5 1 Slope Stabilization & Trail Repairs NORTH CAROLINA STATE PARKS Cole Mill Rd Access Miles Vs� July 2021 Eno River State Park ' USGS Topography Map Durham County, NC