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RMC I: ~'J35o~o9`.9 ~A° _~ ;.',~ 1 ~ ~':: >+o .C!: P.03 <br />. M3-'tor?or,_r <br />May T. 2!X10 <br />Page 2 <br />Tt•.e perrnR raconaie ~ndicatas n the segna lull para;raph on page ~: tat <br />~, It 9~ <br />•Tl'e ne!erogentyty of ;he siluvlum and !':e +ariabrlity ~t tna grounawal8r fbw ~n G"a <br />ailWi,srt and the R+tn Seca are cuch that mere are r>o diseete ~dcauons at ~urnc^ a <br />numeric eftlueet limimtian can ba meas.rsd. In addition, the system k orsrecierizad <br />Cy a diffuse and dispersed seepage hoot. Thus, It is terrhn:!:ariy Inteasiae ;o estadisn <br />numeric etAuen! 1lmiiatlona for die seepage front.' <br />V>rhlle Tye agree that the ailuvlum Is hererogerwoui, we diayrse VNth fie con~u6~on ;ttet the 6aapeQe <br />Trent is so diffuse and aisprxsed that the CaPhE cannel Identify ~sczte Itlcations for ac.~npiiar.;x. <br />The applicant in both TR•?O and In the Augus13G.1999 Technical Support Comment, carefully <br />points out that the rontaminslion from the West ?it is tlowlnQ thro::gh a'reatnc!ed zone' where fhe <br />badtBl contacts the ailuvi;~m ;eee state from page 3 of the'echnrcai Support GocumeM aoove). <br />The lateral extent of this ~esvicte0 zone or yrindcN' le carefully mapped in i•`gure °rb of iR-26. The <br />hetarogerr_~ty of thn aquifer dldafes that a single monllor wail is insufficient !o rharacterixe flow <br />tllrougl^. the window, as is vrpposed in TR•028, Hov+ever, the wlndo+v Is narrpw ena:gh that a series <br />ct wa1!s in the window should be ebb to cnaractsrize the Aow. This m41t(ple watt mentioning epprpaCfi <br />is r;onsistent wtth the monitoring program proposed .n Sedidn 6.4.2. t of TR•29. We recanmend that <br />the Weat Pit discharge through tt•~e window be rtqu~amd ur'der the pehnlt, and ba aeslgnared as <br />Diaeharge Petrt 002. Threshold level {complianx level) for spsa5c parameters in tl1e groundwater <br />shouin be ecWblished, and ntpnitAred in the exisUn9 TR.: 6 weds In and adptoent tC ttw `rnndoul'. <br />Paragraph 26 Of the August z0, 1999 NOV/CGO maKes roferentx to '...toe aeeas tote the Rite Seco, <br />as described M paragraphs f3 end !t above...'. Paragraph 13 at iha NOVICAO refers tr w+e <br />spr:citlc seep, white paragraph 14 pt the NOWCDO natant to throe cthH seeps 'JVe recomrnand that <br />these c~acific seapc be designated in the parrn:t as Discharge Points 003 ttuough QOB. Mdnliorlrg of <br />these aespa w~outtft~via~f[If'!i~nc'-OrilrtNSUmp~yrtoro~n3lar y t~~test Year. <br />4. tdQa•Term Water Qraurtrrhwater Draefrerne rseues <br />It !s our opinion that the TR•26 monfterlrg system ('urcludirlg the adjuctrnenx'a that system made by <br />l]MG subaequeM to iesuanca of TR-2$) should be maintained ttroughout the long ternL SpeclAcal!y, <br />wells vadYn Ufa flow 'wlraow' chpul0 t1a idenllAed as points of campoance, sod discharge ttxough the <br />wlndtnv ptld tram the slaps must ba quxniAed. M1Mnp has p~tanen~ altered the groundwater flow <br />regime In the vlCln4)r of the ~xat pit (sex TF26, at pages e.tt)), Consequenly, we believe'long tens' <br />here should mean urdh the applicant stn demomtrale 9rat fire West Pit is indapable of ganwaHng <br />poor quality eon an extended period of limo once fns active rvmedution programs are eurtarted and <br />the hydrologic oenneegon from the West Pit andthe Rito Sew hoe been re.eetabiished, <br />We do not AeWV1 Ufa 9cng term monitoring' ere dascritxd In TR•28 It suffldant given the appllcant'i <br />characterisation of the hydrologtc system to 7R•25 unp In the august 30 Technicad Support Doetrment <br />RCdutlng the long term monilonng regturemert to the walls IderttlCed In Section a.1 of TA-ZB Is <br />u+sulsetent to mtow rocogrJtlon or quenifieation of robsws to groundwatw betoro they signiAcanty <br />impact surtace water. Of the 4 alluvial wdhs identded, wells AA•t{1 end M-34 ors romote from fhe <br />window. OnIY wed M•t 9 !s in the vicniry of the window as mapped In 'R-2fi. As the appllgM pplMSr <br />out, the alluvial aquifer !e heter7gerwoui. A Single mpnltor wall In tt!e vic;nily of the window ii <br />