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Gdd ft10 MW 9totm Waavr !liaoageoeat P1se lhteier 24, 1995 coded with a high density polyethylene litter. The entire pond area hers been lined with e chary mil polyethylene liner. Fxxss wets from storm runoff is decanted from the pond through rivers on a decant line that sits above the ceilings sand. The water drains through a PVC discharge pipe that goes into an old max tunnel (Hazel A) nisi u bulkheaded near the portal. The storm nmoff water is rtcycled from the storage in the tunnel to the mill to be used es process water makeup. Fxcesv gtotmdwater and srocm watery stored in the Hazel A is ptmrped beclt to the tailings pond for evaporation. The following atlas are subject to the SWMP guidelines (stormwater): Acts 3 -the area above the tailings pond (Area 2), between Ateav 2 and 5 u used for storage of mill maicttarence equipment Drainage from this arts u directed by a berm end ditch into the sediment clap in Arts 4. Area 4 -The area to the northwest of the mill building tttsi commingles with runoff water from the east side of the mill building roof end water from the road on the east side of the mil! building Starts water is collected in a sediment trap that is located at the bottom of the roadway southeast of the tailings pond Any overflow goes overland ersd eventually may go into Cash Gulch. Arta 5 -An undisturbed arcs whidt has all storm roster drainage directed into a ditch above Area 3 and around the twrtheast side of the tailing, pond The water u ditecterd into a small Swale and into the Cash Gulch drainage. 3. Site Exhibit A shows the Gold Hill Mill and drttinagesnto Cash Gulch (uttamitteru), end Gold Run Credo and the location of the mill with to reads and the omtununity of Gold Hilt.. The rsresent. firhrrn mmr lFxhihit Rl shun t}k site hrnmdmira o~rca rrwcla mill blllldtng __._ r..__ _._._._ _~ ~____~ ..~ ___.._ ___ ._._ _ ___~_.., _..___ _.__, __ periung arts. stooge erttt, l7illr1g7 Pond, talling7 docaru lux end pumpbadt Irrre, divetsteR ditches for imdisna~bed dcaitteoe, sediment trap end outfall and boutrdarin of areas subject to effluent limitation gcridelirtes. 4. Deoieaiow oiPatayid PolJrtaw! Sor~oarQNadeid IRVatosv on is dumped in biro oubide the mill building Storm water can Hoer through the ore and come out the bottom discharge of the biro. 'there is a potential fat developing acid weer and Picking uP heavy melds end scLaQendod solids in the discharge. 'ihe disch$8e Haws dawn the socttttemt side of the mill building ¢uo an area that ss harmed std hen a.french drain that carries storm water to the tailings pond Storm runoff from the unpaved paridrg arts graded on the old mine waste dumps cart develop acid water end pick up heavy metals and suspended solids from the damp. The storm water u collected et the bottom of the paridng area in a betmod area and the (tench drain syst® carries the avatar W the tailings pond All chmricala vaed in ore paocwitµl, such m soda seh. pine oi], ertd >oDtt}>ate aro stored inside the mill building in enclosed containers. Thee u a potential for spills of the