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—tea- re4- nd-f400d , <br /> 24_h-Pur rterrrr The design laser rlrl olrn inr•Ir,rle o tram-feet Ireehnarrf <br /> 51. Presse mss 13--t of 4 &Pto}eeU <br /> Fnalntenanr.e of the d4nage systern by keepIrg ditches clear of debris and OXGe <br /> vegelation,and mak ng needed repairs to drainage structures. Corrective rneasuTes would <br /> be isme l�n.���ntrr � i ��r nr++�nnr &hew exr eSs iye rsrnnion or damage!a drainage nhannels <br /> replaGernent, regrading, and Gampacting the area- Monitoring and PrWOO'GR agam <br /> divaFsion of paFt of I ittlejohns Creek fa -I .,,.rn,r frn rn the landfilled area <br /> * Ir.G;der+n m landfill and <br /> Greek, slopes, ridge tops, <br /> perinhnrnl areas would be r et--ted to inhibit n <br /> 52-. -P+Gp ed as Part of the Rojech <br /> rani fired ba,the DlhlQGB; <br /> ThA_ .1in-Pr aRGI GO'IeGtign SyGtP-.M.fG_F thP- tkA;G new expaR6;P_.R areas would- meet Title <br /> 27 requireMeRts and be reviewed and approved by the RWQGB and Rew <br /> SafrJ rY 1 <br /> groundwater, <br /> should <br /> the leachate hreanh the liner ons+ ]eaGha+e nnllenfinn system; <br /> I <br /> d'sposed in that Unit, an ren rirad by the 17U4ff CB; <br /> 0 <br /> by the A1AfLlGB the 1a dfil , ... t_cls 1.1 iFRPleFAe4.++4G6.. ..h-.RgeG- <br /> The liner system will be overlain by a prote43tive operations layer cans�SUR@l W 8 ORe f <br /> WokAe6r, Gf so"and a ene foot thIGk gravel layer that serveG as the leachate Golle <br /> layer. This two-fool layer will serve to protect the liner systern from sharp or jagged mater als <br /> n the waste. <br /> delivery,The eperator m.,W any hazafdous materials spotted during <br /> thus Min M07�ng <br /> the nntent;al fes le_Aoheta nr..ir;r._ryrr_tirndsa,n+r.. .F., hWR_.L +hr, I;Rar nr+li.-, <br /> 1 nndfill n rn+inns and m in+nnnnnn -� n rtnsir.nnr+1nri+h � i-,+rn snh nrlr rle,r +r, ;.Jcr,+if„ -5rrt <br /> .rvrruQo <br /> 1 <br /> monitoring, <br /> p nned leaehate sr.11an+'n system or monitor ng. <br /> PAP 1800090—Conditions of Approval 16 <br />