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JUN-16-97 IM1 ~]N 11:08 fiM~J HRMMER CO INC <br />.111N._16 '97 10~0ERM DIViMIt•~RLSRGEGL6GV <br />(Page 4) <br />MIIiS SD # OR PROSP8C1'ING ID # M-79-21~ <br />INSP8CTION DATB 4/21/97 <br />6549899 P.06 <br />P.9i11 <br />s <br />INSPBCTOR'S INITIALS GSC <br />The folloring problems (PB) and/or poceible viol atione (PV) (and suggested Cofr'e ctiva <br />actions) xere identified during this in8peoeion. The problems should be coYtecced by the <br />dates given, or they will become possible violations. The pesaible violations should be <br />eerrecced 4}° the daces given to reduce their severic~/ when considered by the Mined Land <br />ReC18u~ation Hoard. The inspector noted on the previous page should be notified of all <br />corrective Etctions taken- <br />PROHL~MS/POSSIBLB VIOLATIONS <br />AND <br />CORRECTIVB ACTIONS <br />CORRPCTION <br />DATfi <br />PB1. Rip-YBp is Abt properly aligned with the diversion Immediately <br />Channel along the north tide of Pond UB2. P8 or PV Pfd <br /> TOPIC(S) 51: <br />Corrective Action: The channel needs to be adequately <br />re-routed into Pond V82 ana properly azmored with rip- <br />Yap an Boon as possible. <br />PV1.. a) Cu'vert diameters for Donds UB2, !ffi1, LH1 and L93 Immediately <br />measured in the £i eld are smaller than designed. PH or PV PV <br />• b) The emergency epillxays for U81, UB2, MB1, LB1 and TOPIC(S) ,S~ <br />LB3 x*re found to be undersized Y6lative co the typical <br />minimum spillxay profile. <br />c) A ;-tructure has not been installed near the entrance <br />gdCe :.a divert runoti: on the paved access road into the <br />antra.:!e gate sediment pond. <br />Corrective Actions: A6 soon ds pos8ible: <br />a) Either install the appropriate sized culverts or <br />demonstrate Lo the Division's sacasfaction that the <br />0xisting ones will be adequate for the design <br />hydrograph. <br />b) If a nex runoff model based on the existing culverts <br />iB sub'aitted, the Operator will need t0 submit for <br />D1v1B ].Qn approval a re-evaluation Of the minimum <br />spillwt;y profile including aey re-sizing which may_.be <br />necesrazy_ Reconstruct epill~ays to meet the revised <br />minimut Spillway profile ae approved by [he Division, <br />e) IriE'.all an entrance gate area diversion structure <br />aeCep~.~.ble to the Division. <br />PB2_ The s~sthertl embankmenC of the entrance gate pond Immediately <br />embankment iB wet and soft. P8 or Pv pe <br /> TOPIC(S) Sip <br />COrreCCive Action: As soon as possible, Buttress [lie <br />outside of thia embankment xi th coarse material Which <br />allows for fzee drainage. <br />•nNAaylNWf.n:u~ <br />