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II-B-7 Att. 2 <br /> a d, C..^;l �_o -- - —.1 ��—,:.�.. 1.is F'r �C <br /> D to :t. __ _ae... oad 3� ij a <br /> =_C 2 , and 4 . <br /> ?C 1 r' - ihC ad:�t;CIl l CLIZC'erts .'ere instaiied on Road C to ::ine 4 . <br /> m ? _4_...t C! Ver� '-S at stat'_on 71+300 w1rlic-1 disch—argeS _.-o a large <br /> r a v i.e . <br /> The second culvert is at station 136+00 and is an extension of an <br /> existin'- 24 in. Cif T,eter culvert at the curve . <br /> c1u <br /> ,dditicrial Culverts have not 'Jeer, -placed, d`-,e to steed terrain, rOOr11 <br /> ve^yet3ted slopes Gild minor tributary drainages L'_•stream. <br /> Road D - Three additional culverts were installed on Road D to <br /> :?i es 1 and 2 . All t_".reE' Culverts are in tilt lri -ortlotl of t. <br /> read at .fie ;.air-, in curve. Lxisting culverts and d_tches are <br /> 1 to manage 10 Vear - 2 -, <br /> prod eriy sized and located _ '.:cur r :no=_ c=�:s . <br /> Two sedi .entaticn ponds at the lowest ildlr�i l Cu=ve a� stdtiGii y 1 3 <br /> .T' <br /> receive r;.ino-fr r.ro.m a large portion cz t-Ine drainage area of c`,ie `he <br /> road i ch ..1c;ws it G <br /> ll he reduced Y r::-ra^� C <br /> Di -toil chef:>3 on 100 <br /> _oot centers . <br /> CaG - —4--_C'ilal Culverts are not r`C^ �_1c�nCe , _^�'_ �Ga . ..Za:" <br /> i r a Co1lect:._ rc_-d m :;n e s 3 aild C1 CheC'�s <br /> C ' aCcd on 170 =ov= C=^r rs are ye^' � e^ . <br /> G _t culver'Cs 4�e re �_.� _ail �rl 7-,cad o r-e,•= Li= <br /> _�T �V - aToC <br /> Pages 6/13 <br /> * Culverts C-1N and C-2N, proposed by this study, were <br /> determined infeasible due to site conditions, and a <br /> revision to the plan was submitted at TR-22 in 10191 . <br />