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B~ w um'm m db eAecem The eammad~ eebde ica,ioe oroYw~~YCO mde drq ~ cAactm Ca®em ie derJbe err <br />~uc~r sfi®tia biKlb e~ctim ~/ err GeY v wi1~q gNjgi~ ~coet slim <br />updates the pertrYt aipplcatlon InTomtatlon to at~ Tor these two new topsdl plks.Thls roquest vMl be <br />rdterated In a IeQer from the DMslon to the operator. In the field, the operator mu~at put a protsdive <br />dtch «t-am around each topsdl qb, to protect the topsdl from tq~adent rtatoA and to protect the <br />topsdl ttom washing away dawn ¢adast. One topsdl plk rtssds a slyn. Also, there Is ssctlon of Ute <br />main topsdl plk, on the rtortlteast skis of the plb, that Ise dreclty agairat the haul road ditdL Thin <br />section oftht topsoil pile should be riprapptd or otherwise protested againt eraion slortg the furl road ditch <br />~I:~~I <br />11ro arcs t the atnnce to the miuaite wm proteded by a saia of hq bolts Some of the bates had been staked <br />down. 7bc ref will need W be faked down so wdl. Also, the bale that were plead in ^ line paalldmg the lull <br />road Wad to be frenclrod far ptopa &mctiar®g The permit appliction Wade W be updated to include daiga <br />updates f« this 3AE lhis requet wfll be included in a letter to the apaator. <br />liwe bas bear a slide t the Scarp for the portalatria. 'Ihe operator had tdephoned the Division cortmrrirtg <br />thin elide The dide ocam+ed over ^ waked so these was no mjraie. Iioweva•, the elide did datuge the mdal <br />bean std roof at the portal airy. 'tiro operator has intslled a flew meld roof ad support beam and u <br />cottinring to drive the portal atria. Jut above the airy, nrrrraous aatks have appeaed in the rock Jim <br />Padldoq of the Division, visited the site on Wedneday, Augut 20,1997. Isis opinion was that mote Bide as <br />passible A posdble protective manue world be to art a ditdt above the elide aces so tltt runoff won't get uto <br />the Bide »tse The operaor plat to Ror4'the sacks and have a 70 foot protective roof leading into the portal <br />atria. Add'tianl attingbaek of the elope is poasrble <br />Tlro operator hasartalled a melt drain along the portal ficatp aces is order to move vrta• away tlrom the ficarp <br />Beep. Ttro rock drain was corstructed 69 placing s perfotsted 4 inch plastic pipe in a hatch, sd filling the trartfi <br />with gravel The gavel was, than covered with a fiha• fabric, std the ref of the trench was tbvasd with dirt <br />This trench run err the north aide of tlro portal batch, finer west to eat, ad, then, long the eat side of the <br />portal battit, from north to south A eectian of tlris east side trarch u urrfurirdted, the water is just flowing out of <br />the drain pipe ad along the bottom of the tratcF4 The wta m the !retch is now flowirg paalld std in 8ont, of <br />the t+uatly intallal rode wrdadniq whiefi lies in Snrt of the eat aide slide area 'the root undadrain t the <br />portal area has not (roan eornected with s what, to the trt of the undatiam systan tirrttra down the hill. Tide <br />cararettiao rtart be made very noon due W ttro wale praart on the porW beach. <br />Wta ws flowitg art of the seep jut to the eat of the wkrcrt C-C9 inlet, sad itto tht what The flow <br />eomitg out of the what C-C9 was lea than 3 gpm. A seep has wet a sell portion of the bottom of the road till <br />a~ariQrrat darg fhe hsrl road, jut 30 fed. eat of what G134. The seep on the waR dde of the portal <br />hightvall is flowirg Hanugh ^ rode drain, t a rate of less tlro 3 gpm <br />