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III. COMMENTS -COMPLIANCE <br />BBIUW (R!'r.un`rrlpYilS JIr IhC v'SPec14)Ii. 1'.P Pon.rvn~h hr~..v1•r ^'Si,C55~i'~r nl ObSf.-wOli?^S mOOB tlUrln~t thA In1rH~Glign, CommenlT <br />also dear C_ •~.y en'~.r_un,en'!n I ~•. 'rrLe•~~~~:urn 7lnrr ~~~li;v~~:ne:uw P:,.~!, Y-'r4 ter... s~ipporLno lhr enlrxCOmenl aCtlan <br />l~he "~\rinmu Cnssings" un the 1;»lur ('rock light Juh n,uJ huJ heen recunstructeJ anJ were in goof <br />shape.:\II ul the hest-management scdintrnt traps un this road were 1'unctiuning well and were in guoJ <br />shape. <br />"-1rinma Crossing at the Scoria Pit: <br />hcti,re <br />!~$'=e:. <br />' . - ..icy ~w <br />. •~~ r ~, <br />~, ~ _. _ .~ <br />- y~, sG r = Wit'' f. b` r..--' <br />;x '. <br />l_ o <br />I.. _ (~. F <br />~. ~ - •~ ~~ <br />,~ r., .r}~ l,r Jy r ~. ~..~ -. Y <br />atlrr <br />.~~ t~ `- <br />.. 'ivy' <br />R~ <br />•. ~ <br />~' .1 <br />~,.a-ti~`4.°;~ ¢'.n..:~~?~ arc"' ...•..~. .. ~, <br />~ •~ <br />I I1"L)KUI_UGI(' B:\I :\\('L.: ~1ust seJintcntation ponds, stock IxmJs, anJ other impLntndntents held <br />sums unto, but the unl} sedintentutiun ptatJ with Discharge w:LS Streeter Pond at U.01 Ibot in the I_- <br />inch Hume I11.00~ cfs). Discharge was clear. <br />:1 Drlta of salimcnt in the I(uil Loup Pond uas nuteD in the inspection roport of May 26, ''01)4, anD <br />sediment (coal lincsl continues to li,rm at the inlets (see pictures heluw). The Jrlta is estimated (hy the <br />Division) to now cover 3(105, of the punt surtieL:e at an elevation of 634t),i feet. Drum the stage stur;Lge <br />curve ul the punt as-built Dr;twing 11':11'. L•~hihit 71 anJ the 311";, coverage, 0.1 ~ acre-fiat of the punt <br />capaciq is estimate) to hr occupied by sediment. 1 he Design sediment storage is 0.1 acrr-(eat (1'AP, <br />I-xhihit 7, :ltachment K, page h). these cstinunrs inJicate that this pond neeJs to he clrtncJ. <br />•' <br />UL;Itas of coal lines are Developing in the ~ ieiniq of the inlets a+ the GussarJ l.uuduut Putt) (see <br />phuu+gruplts on tltc next page). fhc Deltas nuu cover an estimated ?4°'0 of the pond at an elevation of <br />638L) fief. Drum the stage storage curvy ufthe pond as-huilt Drawing (PAP, lixhihit 7) unD the 24"a <br />cuvrragr, 0.4 acre-feet of thr pond capacity is estimate) to hr nccupicd h) sediment. -fhc Jcsign <br />sediment storage is U.i acre-fiat (I':\P. Exhibit 7, Attachment K, page <+1. <br />C-81-0 ~ 9 Page ~ of ~ Pages. Daly. _9 October 2004_, inriois _Buw_ <br />