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HYDRO25490
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HYDRO25490
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Last modified
8/24/2016 8:45:13 PM
Creation date
11/20/2007 5:37:10 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Hydrology
Doc Date
4/17/1995
Doc Name
CDPS permit
Permit Index Doc Type
NPDES
Media Type
D
Archive
No
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COLOR.4D0 DEPARTMENT OF PUBL/~ HEALTH AND ENVIRONMENT, Winer Qum„y Control Division <br />Rmionnlc - Pnge 11, Permit No. CO-0038776 <br />eJ Anrideernrlmion: Since Sylvester Gulch is Use Protected, nn nnlidegrndntion review is not required fnr nuJnll <br />0/ l pursuant ro section 3. l.8(1 J(bJ of The Bn.cic Standards aur! Medrodoloeies (or Surface Water. <br />Fwvlrer, .rurce rlri.c perminirrg action n•ill ant result iu nn increase in any eJjluem courentrntinn limitation nr <br />effluent flew limimtimr, the receiring wmers nre nm "reviewable waters", pursuant to section 3.1.8(3J(nJ +f 77ie <br />Basic Stnndmrly nnrl Methodolaeiec fnr Sur(nce Wnrer, breed upon n firuling ojuo increaser! +vnrer q+mliry <br />impact. <br />f) Salinity Re.eulatimrs: In conrplinnce with the Re¢ulnrioru (or lnr~lemenmtion o(the Colorado Ricer Snlinin' <br />Standards Throunh the NPDES Perini! Proernrn, the penninee shall mm~iror for fain! dissoh~erl solids on n <br />quarterly bnris. Samples shall be token m the ef/lueru discharge point(s). Salinity requirements are inchuler/ in <br />Port 1, Section B.3 ojrhe permit. <br />The Division used the sampling dmn .rurnmm~ized in Tables V-/ through V-6 !o cnlndnte the torn! .rnlinilp <br />lnndirrg from dre facility. During rhi.c period, dre following nremr lnnrlings were enlculnrerl (in pnunrl.c per dnyJ: <br />Outfnlf 002 = 1285 <br />Outfnl1004 = 943 <br />Orrtfnll005 = 548 <br />Outjnll 006 = 5.5 <br />Outfall 007 = 46.8 <br />Out(nlf 009 = 1006 <br />TOTAL = 3834 (1.8 ron.c per dnyJ <br />Bn.red on this landing, this enriry's rotrd dischmge does nor nreer the regulmory [imitruion of n nur.iinurtn rjnne <br />!on per- day (or 350 ron.c per yenry. T7te pernrittee must submit n report/ that doaunent.c rvherlter it is fen.cible m <br />trem to these levels (.cee Pnr! LA. S. of the permit). The Snliniry Regulntimrs allow jar the waA•er ojTDS <br />lirnitatinrr.c upon .vrhrnirrnl nj n repot! thin rlemm~srrnres lhnr nchieverneru of zero .cn6 landing or, in the event <br />thin is not nchievnhle, di.cchnrge of lec.c than one nm per dm', is nor ecnnumicnlly fea.cib[e. Quanerh• <br />rmmiroring fro- rurn(rli.revrhrd .calirl.c nv(( continue regardless. <br />gJ W/mle EN7uent Tonicity (WETI Testing: Fm' nutfnllr 002, 004 mul 011, acute WET recring i.r requir<~r/. Fur <br />mufall 0/2, chronic WET resting is required. (See Pnrt.r LA nrrd LB of the pennir.J <br />IJ Purpose n(WET Tee~tirre: The Wnrer Qunliry Control Division hn.c esrnb6'~herl the u.ce aj WET re.cring.nc u <br />nrethorl fur ident fi'ing nod controlling tonic discharges from x'nsrewnter n'ennnen! facilities. WET le.ning Lc <br />being nri(ized ns n organs to err.cure rho! there nre no discmrges of pollumnts "in nmounec, concentrruiun.c <br />nr combinations which nre hnrnjul mthe beneficial uses ar roric to humm~.r, mrinmis, plnntc, or rrquntir <br />life" n.c required 6y Section 3.1. 1 / (1 J of the Bn.ric Strurrlards and Methadolneie.c fnr- Snrfnce Wntee+~. <br />2J In.cn~eam Wrr.cte Cnnremrminn (IWCI: Where mm~iroring or limiuuion.r jar WET nre deenrrvl nppruprinre by <br />the Divi.ciuu, chronic in.crrenm dilminn n.c repr'ecenrerl by the chronic !WC i.r critical in detrrnrinin,e whrnher <br />ercure nr c/v-nnic cundiriuns .ehnff apply. Fm' those di.cduu-gec ~•here the chronic (WC is greater than (> J <br />9. / `Ya, chronic rant/itiun.r apply, where the /WC is less rhrm ur equal ro (<J 9, /nerve cundi(iurr.c npph•. <br />The chronic /WC i.c determined using the folluu•irrg equminn: <br />/WC = /Fnrility Flmv (FFJ/(Stream Chrmrir Low Flor,~ (nnmralJ +FFJ/ X /00% <br />The flows and cor-respourlirrg /WC jar dre npprnpriare rli.cchnrge pain! ore: <br />Discharge Chronic Lorv F[orv, Facility Design Florv, IWC, (%a) <br />Point 30E3, (cfs) (cfs) <br />002 & 004* 4l 0.24 (cnnrbinerlJ 0.6 <br />0/l 0 ** 100 <br />0/2 0 ** 100 <br />• Bemuse of the pr'm'imiry of These Mn dicchnrges, They nre hein,p enn.cidered ns a single <br />iurprrn ra the reed ving r.•arer'. <br />•• 7hesc ou Jnlls nonnm!!y du not disdmr'ge. Becmrue dm chronic (mr flm.:a nre ,ern. <br />n fa:ilirv flow is nor requu'ed ro determine the IIVC. n rail/ nh~n~s equal /IXl'k <br />
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