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• Fi«ure =.0~.3-fib ~~as not nro~ idzd. Fur[I?zr. [hz .izsigns for thz "shop building ~. '-supple <br />buildin_~~. °ba[h housz ~. and'btiicz buildin~~~. describzd in revised Tablz =.Q_?-l as havin; <br />concrete doors and,'or foutzrs. «zre not providzd. Pleasz provide this infom?ation. <br />Rzsponse <br />The htzl and watzr tattl: foundation design is providzd on Figure 3.0.3-7a. Descriptions of <br />thz buildings that hacz concrete floors and'or foo[ers are provided on revised page_.0~-1=. <br />Rule 2.0~.3(~) Operation Plan -Ponds, Impoundments and Diversions <br />8=1. Pond dzsi~ns for the Pl/PZ portal, P3 portal. and Fill 9 wire revizwed and thz followin_~ <br />problems were noted: <br />P1\P2 Portal pond and fill pond designs (EX l~-1 and 15-13) <br />~~ ~ Culvzrt and ditch labeline should match E\ L-] zzactl}• <br />b) The zlecation of the lo~.czst set of holzs disa_rezs with the sedimzntation pond <br />1` summan . <br />~ 5 <br />~Sp'9~o~ ~ The stagz-stora_e tablz ~cas not found in the submitted materials <br />oK ~ Thz hydrograph detention tinx of 4~ minutes seems rather low. Can this bz <br />increased" <br />D~ ~ Thz elz~atiun-area-capacity-discharge table indicates a low orifice at a capacity or <br />31 ac-h but the pond rzsults give a permanent pool of I?=l acre-fi. lVhv? <br />OK ~ The cuh-zrt at 180+9:} is not on figure E\ 1 ~-l. <br />6k- g) The Division belizves that the fills at the portals should be protected by ditches <br />designed to divert the 100 year event. due to the Izngth of time these temporary till <br />structures will bz in-placz. Also. it .vould be appropriate to refer to these tzmporan <br />stn[cntres as temporan ovzrburden stockpiles to avoid confusion with designed tills. <br />~~ tL~ Ditch 8E is missing Yrom table I~-liA <br />dtf- '~ Thz clzan water diversion ditches are missing from Table 1 ~-13.A <br />p(! ~ ~Vhzre is thz information przsen[zd for cuhzrt LAR 137+17 in tabular ti?rma['.' <br />• <br />L' <br />