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Home My WebLink About1994.04.14 - Campbell PUD Soils ConfirmationRef. No. I ILynnesficld PUD Camptrcll Construction l\' ENGINEERING P.O Box 2199'935 North Fifth Avenue LAND SURVEYING wA 98382 DEVELOPMENT CONSULTING 681-2161 . Fax 68&5310 April l4' 1994 tlr. Rick SePler lladrona Planning & Developnpnttrlg 'Q' Street Port Townsend, WA 98368 Subject: Proposed Cilpbell PtD - Soils Confirnation Dear lrlr. Sepler: As we discussed, we have exanined the soils on the site of the proPosed Ca1pbell Planned Unit Developnrent. I have visited and walked the site and -. talked with Joe Canpbell, the developer/contractor. Ken Clark' Pt-S, visited'the site today and exanined backhoe excavated test holes to see if there were any subsurfacl differences frcrn conditions indicated by the Soil Survey of Jefferson CountY. Based on these observations, I believe that the soils on the site are generally as described in the Soil Survey. A copy of the aPProPriate page of the Soil Survey of Jefferson County uras included in the previously submitted Technical Data, Voture I, Page l. I efnenclosing brief descriptivenaterial frcn the Soil Survey for your convenience. Please call if you have any questions. Sincerely, CI.ARK I.AAD OFFTCE David Hanna, PE Principal F-ngineer Enclosures tI-lq- q 'l ECNES -z -q Citv cf F rfi T+'..,'i-'se nC' Fii:r-)Ilvill ;-, ., 1 t' 1!:i I *, Fian n i i:S e::'ri D'f.'KA - r r:'., ENGINEERING LAND SURVEYING DEVELOPMENT CONSULTING April 1994 CAIIPBEII, Pl'.D EIGINEERITG REPCRT TECINICAL DfffA, Volune I Prepared for: C}T'PBEII @NSTRL'CT ICT.I P.O Box 2199.935 North Fifth Avenue l: Sequim, WA 98382 681-2161 . Fax 68&5310 Ciii' cf Pt:'i Tc't'*':.isenC, ---.-.-iq 1pnl-itr,ui:ivtr,u i.,: i [i i$34 -4. E I t Itrtt -0|IgFFEB Plani-illig and Eu: li:iing l-l?'q q I fircasr l' I I - a-'/* 5. 3i= 5. te lO. 5=9. 9F-lF-oE<fF- I' : i !I i : I ; I o f j o I a 7 tI ?d g t' t€I I ! 3 C gEE; =!TC8:IEgE EEf,..b! 3i8rtr:8r8a6t.ott:t9 pt!i oo o e io(o F. t' z .Y) F ak lr-' cECt( fEn '.e ..t 6& '1f{ I. a a 1, I I o c co It r{J,7t +i.- t,l \: !rI b. I i.l: i \ -'/'t 1r r Cn€, q .1 I ait ,! TUC q '\...,a.(lt:l',' 'l: I(.ar rl -,sl-1r. )U 7/ STORHWATER MANAGEHENT MANUAL FOR THE PUGET SOUND BASIN tr|\, Table III-1.4 "n'AND'k'Valuea Uaed ln Time Calculationa for Hydrographe 'nr- Sheet FIow Eguatlon Hanning'e Valueg (for the initial 3OO ft' of travel) n' aur acea concre ,d8 a gra ,oE re pac soill 0. 011 FaIIow fielde or looEe eoil surface cultlvated eoll with reeidue cover Culttvated eoll wlth reetdue cover Short pratrLe graas and lawna Dense grasses Eermuda grasa (no reeldue)(8s 0.20 ftlttl(8> 0.2o ftlftl 0.05 0. 05 0. l? 0. 1s o.24 0.41 0.13 0. 40 0.80 Range Woodg I{oods ( natural )or foreet wtth light underbrushor foregt wlth denge underbrugh *uanntng values for sheet flow onry,from overton ancl Meaoorta r976 (See TI{-5 , 1985) "k" Valuee Uged in Travel TLme/Time of Concentration Calculations shallow concentrated Flow (After the lnLtial 3oo ft. of sheet flow, R = O.1l lq 2 3 4 5 6 7 HLgh graaB (n = 0.035)sh6rt-graaa, paature and lawns (n = O.O3O) Near1y bare ground (n = 0.25! _Paved and gravel areae (n = 0.012) Bruahy ground wlth eome treeE ( FaIIow or minLmurn tlllage culti tter ns 04o) men = 0.060)vation (n = O. 5 8 9 11 13 27 Channel Flow lintenrittent) (At the beglnning of vigible channels R = O'21 kc I 2 3 4 5 6 7I Foregted Foregted ground lttter (n =rivLne wlth defLned (n = O.O5O) o. ro)channel bed 5 10 15 L7 20 2t 42 Rock-Iined waterway (n = 0-035) Gragged rtatentay (n = 0.030)Earth-lined waterway (n = 0.025) cMP pipe (n = 0.024) Concrete pipe (0.012)other watErwaye and PiPe O-508/n Channel Flott (Continuous streatn, R = O.4l kc 9. Meandering stream with aome Pools (n =o. o4o )2{) 23 2710. Rock-Iined gtrean (n = 0.035)11. Graes-Itned strean (n = 0.030)12. other gtrearng' man-made chann6le and PiPe O'8O7 lnt'* -l-l 3 I Tinre of Concentration (Tc) Calc's Canpbell PUD - Existing Basin I $IEEE F'Ifi^I Sheet flow Maming's n (DoE Table III-I.4): 2 yr, 24 hr rainfall (in): slope of flol path (ftlft): Lerrgth (L) of flow Path (ft): 0,24I 0.402 L00 Travel tinre for sheet flcnr 48.60 nuin 2.20 nln 1.16 min 0.00 rnin ${AIJCW @I{CET.IIRAIIED FI€t{ velocity factor (k) (DoE Table III-1.4): 9 slope of flotr Path (ftlft): 0.464 Length (t) of f lol.r Path (ft): 75 Travel tinrs for shallow concentrated flow = OPEN CTIANNEX, FION Velocity factor (k) (DoE Ibble III-1.4): 0.L slope of flor path (ftlft): A.40\ tengtl (L) of flow Path (ft): 6 Travel tinp for shallow ccncentrated flow = OPET{ CIIANNEX, FTTW Velocity factor (k) (DoE Table III-1.4): 17 Slope of flcm Path (ftlft): 0.4A4 Length (L) of flor Path (ft): 75 Travel tine for shallol cqrcentrated flol = Total Tinre of Concentration = 51.95 min L{ Tinre of Concentration (Tc) Calc's canpbell PUD - Existing Basin 2 SIIEET FT.CW sheet flow l.lanning's n (DoE rable rrr-1.4): 2 yr, 24 lv ra-infall (in): slope of flow path (ftlft): Length (L) of flow Path (ft): 0 2 Travel tinre for sheet flo^r= 32.29 min 2.20 min a.L0.qh a .24I . s6t 150 SIALI€W @{CEIITR,AIE FI.oW velocity factor (k) (DoE Table IrI-I.4): 9 Sl.ope of flow Path (ftlft)z 6,464 tength (1,) of flow path (ft): 75 Travel tinre for shallow concentrated flow = OPEI{ CTTAI{NEI. FITW Velocity factor (k) (DOE rable III-1.4): 17 Slope of flow path (ftlft)z 0.45t tensth (t) of flow path (ft): 75 Travel tinre for shallow concentrated flon = 1.16 min OPEI{ CIANNET" FINH Velocity factor (k) (DOE Table III-1.4): Slope of flcn Path (ttltt)z tensth (L) of flovr Path (ft): Travel tinre for shallow cqrcentrated flol = Q.06 min Total Tinr= of Cqrcentration = 35.65 min 5 Tinre of Concentration (fc) CaIc's Canpbell PIJD - Existing Basin 3 SFIEET FI€[.I sheet flow l{anning's n (DoE Table rII-1.4): 2 yr, 24 hr rainfall (in): Slope of flor path (ftlft): Length (L) of f 1o,r path (ft): slAl,rrc[^l tottcgtrnemo rrg.lVelocity factor (k) (DoE lbble III-1.4): Slope of flow path (ftlft): Length (t,) of flow path (ft): OPEN CTIANNEL FINH Velocity factor (k) (DoE rable III-1.4): Slope of flqr path (ftlft): Length (1,) of flcm path (ft): OPEN OIENNH, FI€WVelocity factor (k) (DoE 1bbte III-J..4): Slope of flor path (ftlft): tength (1,) ot f Im path (ft): 0.24I 6.0a4 250 Travel tine for sheet flor 34.24 min 2 T7 0.402 L0a 0.L a.40t 6 9 .508 $a Travel tine for shallor.r concentrated flow = 1.75 rnin Travel tirne for sballm concentrated flow = 1.55 min Travel tirne for shallow concentrated flow = $.00 min Total Tine of Concentration = 37.55 min 6 Tinre of Concentration (Tc) Calc's canpbet I PIJD - Existing Basin 4 $IEET FTNI.I sheet flow t{aruuing's n (DoE rable lrr-1.4): 2 yr, 24 lv rainfall (in): 'iHfl"(;i ilt'n'l.[i'{ft I : SHALI€H €NCEIIIRA:IED FTC^I Velocity factor (k) (DoE lbble III-1.4): Slope of flow path (ftlft): Length (1,) of flor path (ft): 0.4I L5.A0Z 364 Travel tinre for sheet florr 41.32 min 6 9 00* 340 Travel tine for shallcx,r corcentrated flql = ).2? min OPEN CTIENNEL FI€NVelocity factor (k) (DOE lbbte III-1.4): L7 Slope of flol path (ftlft): 2.56* Length (L) of flow path (ft): 36A OPEN CHANNEI. FINH I Velocity factor (k) (DoE rbble III-1.4): L7 Slope of flql path (ftlft): 0.4At. tength (L) of flow path (ft): 25A Travel tinra for shallow ccrcentrated flol = 1.86 rnin Travel tinre for shallow concentrated flcnr = J.88 rnin Total Tinre of Concentration = 49.32 rni.n 7 Tinre of Concentration (Tc) CaIc's canpbell PUD - Existing Basin 5 Travel tinre for sheet flop 4l.32:rnin STAII.OFT @NCEIIIR,AIE FI€T^I velocitv t""Si#'"[Ti"l'ilir'iil];f] ; s.slsz tength (t,) of flow Path (ft): 304 Travel tinre for shallow concentrated flow =2.27 min srIET FI.CFI sheet flow l4aruring's n (DoE Table IIr-1.4): 2 yr, 24 lv rainfall (in): Slope of f lo,r Path (ftlft): tength (t) of flow Path (ft): OPEN OIANNEI, FIPNvelocity factor (k) (DoE Table III-1.4): Ll Slope of flql path (ftlft) t 0.4nt Length (L) of flor PatJl (ft): 254 Travel tine for shallow cqtcentrated flol = 0.4I .00* 300 l5 OPET{ CTIANNEL FITN Velocity factor (k) (DoE Table III-I.4): 17 Slope of f losr path (ftlft): 2.502 Lengti (t,) of f lor Path (ft): 600 Travel tinre for shallow cqtcentrated flow =3.?2 min 3.88 min Total TiJrp of concentration = Ror.rrded to: 51.18 rnin 5L min I Exhibit A-1: Hydrologic soil Sroups for United States soils C o o Ctt o C! atI o C d!t! CI Ci ot Ct C C o o DII o C ot CI o C o Ct C o o Cott C Ctlro C, !tto' Ct C C c o c c C c C( a t C o ct< C C Di a o o C 5 C C C o Csm ctro o C,l C G Dcrat D 0t o Gt C o oo C( C C <ro C GaoIt atI aI I cot o cao o cIt ot CtI C otI oI o Dt C! c E C o C oI o G C C oc C oIt C atI CtI C at I C CI C oI! C o!I CI C C a C o CIt I ! o !t C o o o C CI C D C 0r. o! ot C!t C t o C Ctatc c ot o'! a t caot C o o o a ctI o C C( CtIt ^.talr^tCF6 rA|lofl ^^llrOll lolxL ^ll<^llJo ^o^Lo!ao I llt ^t^eclAtt ^tc^!!lE^a!ol I ^ttollSlolr.,AI< AL ^Gf6G.ICLArI:LL.te eOf C rr ^GErOrr.ite3 I lo.tt QlAlt 3 ^t6cl E ^t I LETGrt I oulr!lOUAo fLOOOCO.itll ^cOltoQ ^tot I G lll€.totEx ^!alaca.Hlxrtnrt crtt.to. GllvCLlY ^!lEu^!e I GOlt9roo(ct16SCOlrl!t'.EFr!3 tEOItSlCOr tLOtOlO ^63tOXr<rc t OrclDt t l r<^O I a l'<a.aa ^C^rloOrcr3(o ^c(:Lctr loa acg I lt rr3 ^<CLlcxl,li rC(CF ^(<Earlt ^C( EPY Il'LCr<rf,t I.c(tl, t ^c xrc tsac(xclc.C(ra lCtrCr!r(O rcoxa r(oao .< OvC ^<r !ortc.( &:c.(.CL rxer(ltr a<v?7a<uia .CY ^lr arorle .or x3roar3 e{.C.rlYl|t|.c.oafox ao.vcta ^oo tc(3roo I lLou.N llo.:rroqLIOEL. rCl ^o€ L^ I oErocLrNl OrocLlx0 .OEL ttaoo3r! t xg -^ttll. I,ofLcl. I r lo€x.OCrlrocre .o I currott l3.olx.ot olroJlJxll3 a(x tr.3rOall.3r rl.trl.l.o<lx3. JCI ..LCErotln.ootcrroLprl.ool aoa trxrovg(t? ^C€EIacrt.3 Af'CY.ftl vr?l loEH,flgrl ,GA lG^ I PIXrGrx aGlerc^3t I I .GT IE,Gllxl,clrlL ^GCXCIrG:elcflYtlaG{rt , G^rc 3 ttr. rct t3l0tl. COatLttt ctttrlu. .GnG3tOre COitLtr6r{C3lOrrr aGol.r@al a6a^ aoulrcur frgl(trcur tala.GUr flllo LlG.arr lxtll.l.lGlrl ftllo !l0ral , Gu.O ltl.ra6{r.! I t cttco arGuttrtctrcutLl ll ^(.r, I eeg rGUSl t.a ar, ct , e{L r..( Sltor ^Ftl<.0{)L IaFta( AH't l.aFxrL lfirl€3lHl aLuralrlaxutr. Oaalr{f0 rHra h,acE ^ tSort tol tcor lrfr A IIT Al. r ltxlx r tl.)r{Vl lL3 vllrfLllrllrrr(clr trtl'l v r txt tottx a ltrctalrtPeoFlrll3 rJC r-rol' llo ^f.^gr3lt,al ara a313ta lrTCLTrrc rcrr .7C9UC.l lx^ ^II CF ILaDO t{ rLr& 3x Ial'rc.LrC(Or ILIGAltlt a I , Ll l'aarlraot lrt ^Ll0,lllcertar! loucaLlrg aL.rcGoeooll.lroSltLlyOSlr OIllr|EC lLar(,C.tCEr!rxcga!lsll.lrl'rDtlr[ll lxrLt lrlLtrxoalGaxl a Lt.l ora ^LT CC .LCC XI'IICatlCalOrlrl.IC CIY I LLf rL(.1 rl3 .L3 I CX,ttF lGHl3rL' UC Irl?Utl r Ol^l.ac,rLtu3lL(lxrtcc sl€t ^tcOltlcct r.tcclrL(olr ALC'.!D, r 3ll'l{€ltor I.lot x att ftrte( Fol!: ,|L9t ',ra..o ^!3.c' FJOOO ALD I.!o I rc rLo lxG rl'ol Nolrtoo.Lt ctogrLtfxrc I r.!!rco^ltcr ^!t r lxDt e.Ltrrxol I l ^Lt le ^Lt|.^(lrtroeo rLGrx3ClrLGreS0lo rLGfa t lAaL6lre!.!col,!60l.1rtflal.GtllLLltl .LtCC ^L ICEIrtlclraLlor.Ltscxl .LtXCtLrtrloGt.ttorc!rGrl{ rLLrrgFgrtLlralola lLl.las loll r oetec 3t lol.rLtL!r.o a!|-Dorr. rl|-EG..EI l.!LCral.o3rrtcl.,LLtXorLtartgllooet.|.!cr.3 tltle!|.Cllt ,rl(r tlotll arlExl txc.t!ct.tooorILCIl|.|-xll.ol aLt lrxcc rLL I Gl l0trr!r.tall' t SOlrrLlrct .CLOT,ILOUIlItraclLrrflotrlttv l!!c aLrtta. a|.rf,t I Ir!rl taxllatrolLrorlrLrol,ll'rlrl'ralItrL0 ^LC.latLOrl r rt oxr rLOl.toltorl!rl9al.r a ttaa lrlt lr.rLroIIttorartrtOrtroSrLl.Ll(o atsfr.L3Dl UGl.rLttlO aL t IOnlattu? lL trroa{l ^L I rttl(l!lltrLt.vlSlr ^L loolFr( IHOUIC ^L?tcrc3lltlllllLlrlt rL lo rL locl.!loxrLloorl rL lL|oa rL lul l3 .L ru3tt I vll.atr,'al.ul.LU3'alv.lloo ^LVlirtrttl ILY I 30 ^tvoocttltvo,lLYCtr OtrlrC9.LvOlo PtOlCClfO rl-r ttorlttrllrLt rollttoLrtrlootrrrGOxrrrl.t IIT'LUal.lrallrrl.0llrrelLtolyt3llra3rr rODEllltLlrGlo tllrol.tulSlrllurarrig9.rtllrrtor Il{loraracrl.larleltarcl' t rarfxclrft lI.rgx3otlrc,Iclxot lxce I cut,rftl ^rctfr.C 3l.ltrt 3roralrr.{f lg Iarl I faoarllll,rox ^rcor carotcaeo,arolu3lxo3 rtOg t Olxtxrlo,{cxl ol|atlDf xrtsl lfaOat, .ylOtl I( 6 o( t C oI 0 Ct ?iI C Co a C o CIalo C D C c a o CIt a C C CI! 3 ? 3 C ? o aI ? o C D c a cI C c CIt ot C a I ?( la0 a D C C C C 3 G tro ivoeoto..r< !orr aeo,e'. aucr. a3 r/G lxot(rl3t l<? o'rtgo/uroratico 3lturllor' r@l7t(.I 3tsoti. r.(.. flOrOCr lulrtlFrtur. ef f!' lC ^ tD'CttlC toll lf 3ttl "'13' ?OUI.O lr *olr r.a Lt6tro.rarr I 5: (210-VI-TR'55, Second Ed.. June l9tl6)A-3 Exhibit A-1, continued: Hydrolosic soil gmupa for United States goils CHOI(fr Lll.g3tOXe Otu!3lnlluracxoccol'occo !cxocr ocxocolul ocxotcc ocxoor ocxoPr tg o(rioel|'xotal !CHo3r^ tcxolt^u ccxorar. ocxrt3 ccxtttxlll ocxr t3 I tlx ccxetSll^rr co{rlsttaxtutc c<xetslttc ocxntt?ort cCXRI3'V CcHrooat !CXEo.'C Ccx.tttll ccr{r^L^e !clrutt3 <clrucrrl.ul ! cr{t c(lrtt|.r !Ct{rcrcf 3 acr{t,crn toGE o(XUGCTEST Cc.{uctEt !cxutt !cxrr|.l ?l|r !cr{rr^!L !cxrt rY ocxurtrlc( ocrt,ilocea ccxurcx . ocxtJacxll'|- oCII,TCXYILLC OCr{U.lI !cllusxl oclr(r?c act^!c3 octreouc !clro oCttoLr fCIO Cclol^L c(ttrl€!. c(rtr.o Dctcrvo. lLtal.l o<lCnYO' rLIlLto Olctclfevo. .cc|.rtrco cctrtc cclrltro|. cclxctl.xrtt cclxco lclxoctHurtt OclxEl^e aclxl.^orlc oCll.x^rol. tClLtrorrl' O C lPa l.r.O 0ClerC fCle<19613a IClr<16641 CclrcL(YtLLC Cct3<o aClfil Oclteut actf^otL ccl rt(o actrro|.cll'! ocl.rc(.r.tl oCl^tooric act.te( lCl.lttrort a <L^xO C! ^TPCl'^ra€L^ra^tpllrccL^r|?ox CL^PFCIclercxolCcLrrcxc! CL^FCNO6Ict^tc 300{ CL^ICVILl-C cL^e I xorcl.rr I o.{ct^r I tlcLre(ctres foei CLTPT!LETcLlrtt^r.6cctlr(ttutGctrertoatEct..(tY ll.LecLlrfioCII IOcL^t30t CLTUXCX CTAYCITCTctlv t cortcl'lr30xcLlrtultlrcLrYtPrlx3tcL^vlox C]Lt CLI'Icttla LlrgCLEIQ l.rtto3rrlt tTlco '|r!3 teltuiCl.tll LltErr€ocrrtcLt GtclllllRoo:, CTE^N' IELDcl-trrFoe( ctc rt fr tct CLITY'GCCLI'VCIcl'frvroa CLCI I T CTCGG cLtGrlOe.lcLtxaxclgrcxl trtCLtrGnllXC r oel t Neo CICT3ctcrv I Ll.cctgxo:xcxctcorccl.lotA CLTNfcl.laGtaracl.caroxtctt vc l. Afao CIt Yf TL Y CLI CT CL t '7DCLLcLlt"oorx cL t Ttxou3t cLt 7 7 0to CL lt 3 ^iocLlTltnsox CLlT lOi CLITIV cl'l xatacLlrr r(ll rccLlrt ro9 Cl lrlCLlxlOi ct lctce(LtPpcF. oe.tl.Eoctoo txccLox I ltf CLOOUILLUI <LOOUIIOcroouclcLo3rl v <LOThOcLouo rtl(clouo llt CLOT'OCIOFIcLouol.lxo CLOUGH CLOVCTLIcLovgr SPelrlc3 CLOY'tO^LE CLOYE'LIIO cLov t3cl'ouctt Cl.Ot€n3o r€lct'orf lx<LUf' CLUI' IE CLUTOC CLUTO Cl.YOC CIYICP COTCFELLAcolclG|.|.Ar r.EtcorfiutLl COTL CIETI COAL!AXTco^LoltccorLDtlfco^Lroil COAltOcorrttooLtco ttcue€colrtccirtu3cottcolt SroR(cotgl. COCCV COTLI CCIOC C06FEcooulGCoCxClOFr ' cocx lxacocxlll cocHF^.. COCOT cocoor I Ico<otlttlCOCOLILI'Io OiltxCOcooLtv c000eu3c@oulxcooYL^tt<olcotrocr cor 3 3cI crrI (or7cEr.I cc66oxI CocxeI cocrr€r!I Col.rctllI <oLr33€lI coHoct^nI col.o(t..{. lrxotI grlrretur I coo.otI cotr3I cclrI corro^LtI c rxr o^rt . oll lreo cto o C o C ctt C <ao Ct 0 C 0 ct o C!I CI C c ?t oI C Ct o o C C C o ! oI at C C Cc aI ot C C C! o! C o C C CI Ct ot o o Cc C ot C! o Dt o C C C C o C CI C o CI C 0tt o cao !I 0tt Ct D C a Itt C C a atI o o C o C a ,,ol I I t I I I I a C o o C rottt:l:o Hvoaol-octC lolL Gtou"t 3ucH.a t4 t..ot(trft tH! oe.ttaoltr.oaatxto 3llu.llor..tOOlTlClt lLOri. t.9.. !(OrO<a tulttF.rU:. ear!r. lO I ttlGttt( tOtL trslll rxr3f TOUiO lr tOtt r^P l'tGClO. A.r0 (210-VI-Tlt l-r5, Sceond Ed., June 11180) co(ftcorcl cg(e 9tutY(O(C V tLLC coLax0ccLtlt COL!CTIcoLluatcoLlvcq.ocrcE( CCLOC| tcgtt C(I.ErarcoLtr.rlorflcol.cttlrgCOC'^Icd-.{tLL COC I IFO col. trl3cq. I l.cotl'rl.cl,c4tmocq.L.torlcoLLltlal CO{.LlClie CCtIL? crl'LtGEDrtg I o o!cro C o CIt C c Ccto Cl! Ct o C atI oa9 t/ol col.l.t6lrtE COLTCIICGLEtlr Ol.lLtD COLL ITTcotLlxclollcd-Llx3col.ttrttoxcq.L I x3v lttcc4tlrroooCCITcoLxot COL,.CVCEcq.o C0LOr OlllfiG0 COCOo TOIFLOOOCOceocrurcoto,r coLorao CGOiTcoLoxllcq,orvlLl':c40ilDo GOLOiOCtc40ao, CGOSOcoLottl COL'cotrr lx coLt lvr6ccotltrc4ll{ol,cotloxcotlrooeclt t3 xcctCOtUrlllo lllGl 3Ua3 ttrllra aItt a C A Ct ot DI CI C aoI c!! COLUI!lrr Orallltoo t cLAt tut3llrlu.Col'Urtllr Crootrrlel.l tt? COLU.r! llr Otrlt.CO ICOLUlr!llo Tl.OOggO CCo(Uxlllo CLll CSUCtlt^lurCOLUntllr StOtl'rc Icq.urttllg t(oLurlus cCq.Utl Ccor-v^ao IcotvlLtl o(Ol'vtl.r't. OtlltlO Ccq-vlx <rocolvt.l. sal.lxt c cto 0 a C C 6 I o oIc! C a Clr'O a C Co. o D C Ct o ot o Cl o! C C t a It C o 1 () ( col'YlN. ovllll'orr{r ( s^L I xC cot Yooo CoL v coL Yflto:eoicorrecorotCortScorct cor.f t l<oxfort COrFeCtcorFtcvr totaococo, I l13 cor{Lv CO,XC ECCCtrrSI Itorocoxotl! t co..oooaE coroFocorclS3 <Or.t I Ca{Ecortlocr cor.u3 Coralcor.atYcor.^L! coxafllcor^3AUclcor.rlacorlt0v COI(CEPCIOI COflCHTtcoxcxocollcolruLLlco..coto COXOA co.rotEcoi.ol I cortocx coflc COICCUI{ COI{EJO COn€JOr lCl CO|CJOT GltVCtLltuctltrlurcorE3rocll CONIIU3coflfroccollcltlScorGcrCOxGltr G0tcl.l3UCSlerlur COI'CLCco.rlcoxt c COXLC'Icor.t? Y coxrat lulcoxxttcoxxcllo'l coxo3 l. cor.ol lor COrrolCl cor.or lxGo co..PCr(coxraDcoxloccox3tJOcortct COr.3 l.tLl cox3 lllrc I I cor.3uro(oxlrc Icort(tcort toccoxl l'.f ,0 tro ( coot€ POOta aa eooeofnot cuc( aoe LL t ra PO€ xC e FO€ lf reof t33 noG r. eocfF30reocEt IeoGtu!cro6u€ nOxrxeoxxc nY lLtgeoHoAorcoxPcntvlLLc eot ceoJo aoLe r le EOLfE eol. te rol. I 33AOLL'toLL l.tGSlox€roLoccol.off to,.l.EeGeox!6eoxi eo{go RO..€tOtorclft.GTI' eor l a.e eox t.all.t to,arac LL aorS roca acrrrLutto.al'. FOrO,o.atf tuaollo€Ll.eorrooratorlrae!t cox3eL tOr.SOareool{ct aoo3E r rooSgYCLt eoo t too tFLaor€erosrL leeolrxorao tOSarOa.o. t a o o o C o !t o oIttI C o o( c C ocro aroI o 0 Ctro fLoooco no3 lr,ctotrx(tto3^e I 0ro5<oc ec3<oxrorrrosa cttcreose cr(cr.o.. I x€oto3a vrttc?eo3lccart eoSc aLoo|.roScDotouGxrotc6uor03ctuec aO3C OHt, ao3 e Grlrat)3c x^ Yf..eo3ex tLLaotat ^raoNOSC LLTao5( l. r3 aro C arotI C o C C o ^roC! o o ot atomtI ot o o rotlt: A.3.1 (210-Vl-TI{ Ir5. Seeond Ed.. Jurrt' 1986) tr Soll,rP LaCfl.O. Exhibit A-1, continued: Hydrologic Eoil SFoups for Unitcd Statee soils eotcNo^tcrotcxr^Lt TOSEV ILLC eoSc fooo t.)Sa |OOD. rC I e03€ rotll{cotxc teelx6s De. I XCO roSHoL I eos I x€eoSllrS009ttr30 cL.Ycv SlrtS ll^1u..t0ill13o tO^:lrJtlco3lt^3r rctaoSttxtoirr.. 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I cor.al' to 3(r! 30x eu<x PU<: ETrtxrtf tn!<L I Cr euoo EUCOL C V auoc E x ruot rPO 'UEOLOFfarr€LLaiuFu5 ouGla TUGG rt,GLcE tt'i3f PUIGO3O tulraPo I Llrutt,r,torUl'Cr('.rLcceEC(tt .to rt,..f OaO ?UIIL C InuF{tv lt .Pal'rurPLg tlr.U,16auxlruxgcctG 'trr6Eat,t xTUFL'.I,LCV et,3coIUSCOT Por.?COtusr oltgl- el'3Pt catDUsr.lOrL PUSXYILL€ru30cu30r nuSt R1,3SELLetts lax rg3sLCa ausl lcoeuSt tGrlc PUrglC$,t3lI .Ut TC DUIC ltv t LttFUtHftT0to n$lL rxo IUIl.CGElla,revrr taQ(tIAF( EYCO t rofPrctt ,YOOLPX 9YCGT'E IYfL La"cl'Lr 3rL lraftvrDrl(Httt0tv(6 t a vl.t ra C YOT' IYOOC avu3 3rrQ t 16r !,1 SrGrxa llcl 3 ^!a I rLrorn!rLrCOitltaL a rLrrrlof t r!riocr3lLll 3rl'clra(g t3.tco!.ttr3rtcn.tu!3rL|:axo3.16r 3rL lO.t.t lrrl 3.L lSlual3.!l I3lttur3rtL l3al t^l.L larx3tl.l.o l,a'Lrortrl.or{ leSAtl c|{rcr3rLl t.IC 3rL tr ll 3rL l3rt^LtttY trL ltSt 3rt f lfl(3rt t oxt^Lt,0^t^tYl3rarLttrtrtttrr raolccllo3arlrg.rCe I lO 3 troa v ( o tl ^too o o C It a c c Ctt ! at Gt C aII CI C! C C C C( o C C o C Ccto C C C C a oc 0 CIc D C C C ot5t o 6t c c ll Ct C GI ccrotctot It( !! o C D D Cc C G o CtI o Ctt otI Ci C( c C C Ccaot o C, C a.o Cctot G J Ctt a C a Ci at Cc Caro o!Ic C C Cc ! o c Ct C Ctt D C C | 3rl. I Itfo! a C D o oc Ccto a o D C Ctt ^roC o! C att C C o Ct at aIl CIt o o o C ot CtI o Caro tOYrL <to c DI 0 o ao D( o C C o C ot o fro xtOaOLOGt( SOtt Ceou|'t tU(F ,t at< txoa(rrg3 lra( Oeatr.3O/ttao.alrtO tllurtlor. rOOlTt(at 3iorr. a.g.. CIOIIOC( fullt3^tur. ettll tO a tctGt?lC lGtl 1'olt3 txr3! 7OU"O lo sexlxtrGo 3^r I 3Xslx:rr I ta{3^rOltl3rrot 3^IPIEL3l!tso'l 3/rras t L 3TT3ULAtrx ^flolt13i^x rflota3rll rraloxlot^r rtcaclOt.x tlxllotrr crlcolo'3lx €lntlx3.f l3racl't^r JOlOUlll3ax JOr 3ar rtlco3.r rlcl,l|'3rx 3atl3rr Sctrtll r3..l Slrtox3lr rlrolto3rr Ytl9totlrcxet3^xcl.frctltc 3rrorLLtrxola^xcfl3rxocacct3aiolt30x 3rxor{ I lL 3rflO I r3lroo3tSriooYlL3^iot IDGEtr{o3tt I xG 3lxoux3rxouslYt.rovlEf 3a..Orl3Xtr{or lcr3rrCt tSrrrol03^lrGCl 3lrlGO3rrxcDa lt.tlr ltctilr ltrc SrrJa 3l{LOnc r IlrI'C IC 3.a.r l lcr !.xco lL trxSltc3lxfr3axll <Lalr3rxl^ 7c3.xt^ l3llCL t.rlr LUCIa3axll ra9ll 3a{lr Yr.tt Saaalat a 3axlla.tl' I taxtrou I x S.xlraotltlrlrt3.tf lrco Srl.l I ra. trxlottrro torl3 l.r. lOxl3^xrtL|'3le( xl 3^rt ( o to C o o o o ot DttI C It oI D C a o ot D C o o D Ct o aI a I oI a G o ?cI o a o CtarotI a! C o D o C o o c C o o oIt ot ctI o aI o t) ( lJUaX tt Table 2- -J\bar' ) 2a.l!;ririlgeonl - ?-unoff curve nunbers for setected aqricultural' Ianc cse- 9or use in -bf-:A-Egg Distribucion Area' suburban, lnd #l*9 fer to #4#t L/:lor a r.cre fetailed description of agriculiural land use curve numbers re llaticnal 3:.;ineering Handbook, Sec--iin q, llyd:ology' Chapter 9' Aug' I9?2 1/ Z/ .3ocC caver is g=c--cc-.ed fronr gra=:.r.g and lit'.er End brush cover soil' 2/ atrlie r.u,nlrers a:e conptJced essu:r.inc'the n:nof i frorn the house "tt6 !;!vr:eaY is iirec:ed tcl'ards the street uirh a nininun of rcof ltater direc--ed to la'"ns 'a'nere edsi::cnal infiltraeion could os3ur' lie re::.aining pe:zious areas (laun) :c: :irese ?2?rn nunberg. are ccnsidered to be in good pesture condi:ion !n sr,ne ka.t:rer :limaEeS cf th€ COuitrY a Curye nunber of 95 may be uscd' The undcrli:icd Ctt's arc bclow thc v.rlues in ES-1029 charts' Use C"l 60 for i.lrr_,.:,.. corii:jons unlcss tirc ;ch L'arranE5 conputing the peaL diqcharte by c DA\e-d:ID USE DESCRIPTION 94 o(86 9lHinter Contii tion3ul:ivated land o!82 89:.'ounSain Open Areas - Lovt Growing Erush and Grass Lands 74 897S*7,]:eaCot, or Pasture 92 94 8186 8I 42F 88 64 72 l{ooC or Forest Land: Crchard with cover ctoP 2/Fir Forest - good cover -' undisturbed Young second grcr.th or bnrsh 86t 90 90 ct 6E 77 80 85 Open spaces, Iarras, Parks' golf cc':rses' celeieries good condition: grass Govetr on 751 or rno::e'of fair condition: grrass cover on 5Ot to 751 of ecc. the area the area 9694.9592Cormrercial and business areas (85t inperrious) 94 95886arndustrial districts (75t !4ersiousl 93 90 89 88 88 95 92 9I 91 90 90 85 84 83 82 86 TT l) 73 71 L/8 aere or less. l/4 acre L/3 ecre l/2 acxe1 acre 65: 38 -rC t< Avelraqe t ImaqriouJiverase 1ct size F.esi3entia1 98989898Paved gark-ing lots, roofs' irive*rays, etc' 98 91 89 98 69 87 98 76 72 98 85 82 Streets and RoaCs: paved rith su=bs and sto:31 gravel di*, s/sesrers- Note: IL 124 r23 t22 r2l u 75_'lut l'.4 ( t \'-l t 0x R PRECIPITATI()I{ ()F 2.YEAR 24-HOUR ll{ TEXTHS 0F Al{ HCH ill{uAt FRIDAY HAREOR f \- u I 35 <t 30 4 \ 50 z.YEAR 2 -r0- tsoPtuvt PRECIPITATI()I{ 124 r23 ,($' )s\ t3 124 r23 122 l2l 49 FRIDAY HAR OR / zl-'--2060555 2 6 4 sst \. OUR PRECIPITATION s 0F zs-YEAR 24 llouR rr{ ItilIHs 0t AN tNclt r{l{UAt N I Itr MT VE o 4 2s.YEAR 24 -31- tsoPLUvt PRECIPITATIOI{ 124 123 ,\ tLl 124 bJ. i;;i,I PRECIPITATIOH ', |i lft(! YI.AR i4 H0uR tN riHlilli r)t Air tt{cH Nl{r!At r23 122 r2t 4 C / c Ja2 '\1 45\ FRIDAY t R f \- @ BE I 1q I MT / / / / IOO.YEAR 24 -3{-- ts0Pt uvtA PRTCIPITAIIOI{ 124 t23 1 l5 HY-DROI.OGIC DATA FOR EActT L€TT Total 2 year, Total 25 year, Total f'60 year, width(ft) hour precip'n =hour precip'n =hour precip'n = inches inches inches Pre-developnent 24 24 24 I 2 2.5 Lot No tength(ft1 Total Area(sq ft) Total Area (acres) Perv Gt Inper Pere't Tccr Inper (min) 1 2 3 4 5 n/a -n/a n/a n/a n/a n/anla nla nlaila n/ n/ n/ n/ n/ a, al a, a, ct 2.3A66 s.L660 s.0600 r0.sa60 8 3A00 85 65 85 8I 8I 98 98 98 98 98 0 0 a o a 0z o% az 0z 0* 52 36_ 38 49 5l ,o KING COUNTY DEPARTMENT OF PUBLIC !{ORKS surface Water Management Division HYDROGRAPH PROGRN{S lleraLon 4.29 1- 4- c- 6-7-8-9-ta- INFO ON THIS PROGRA}I SBUIIYD ROUTE ROUTE2 ADDIIYD BASEFIPW PI,OTITYD DATA RDFAC REIT'RN TO DOS ENTER OPTION: SBIIB/SCS METHOD FOR C9UPUTING RITNOFF EyDROGRAPE s1loRlt oPTroNS: 1 - S.C.S. TrPE-LA 2 - 7-DA! DESICN STORU 3 - SIORI,T DATA FII,E SPECINT STORM OPTION: 1 S.C.S. TXPE-IA RAINTAIT DISTRTBUTION EMER: EREQ(YTAR)' DURATION(TIOI'R), PRECIP(INCEES) 2 24.AA L.gA ******************* * s. c. s. TypE-1A DISTRIBUTION ******** *******!r**** ********* 2-YEAR 24-HOt R STORf.{ **** L.gA" TOTAL PRECIP' ********* ENIER: A(PERV), CN(PERV) '2.3 85.A .g DATA PRINT-OUT: A(rl.tPERV), CN(IHPERV)' TC FOR BASrN NO' 1 eg.g s2.g AREA(ACRES) 2.3 PEN(-Q(C8S) .43 PERVIOUS ACN 2.3 85.4 T-PEAK(HRS) L2.sg IT.IPERVIOUS ACN.o 98.9 TC(I{INUTES) s2.g voL(cu-FT) L442 ENTER Id: J IpathJfilenane[.extJ d : \current\campbel f \PREI . 2 FOR STORAGE OF CPMPUTED HYDROGRAPH: SPECIFy: C - CONTINUE, N - NEglSTORll, P - PRINT, S - STOP t7 c ENTER: A(PERV), CN(PERV}, A(IMPERV), CN(IMPERV)' TC TOR BASIN NO.2 s.l 6s.A DATA PRINT-OUT: AREA(ACRES) 5.1 g 98.9 36.4 PERVIOUS CN 65.4 T-PEAK(HRS) L2.sg II.{PERVIOUS ACN.g e8.g TC (I,IINUTES ) 36.4 A 5.1 PEAK-Q(CrS) .gg voI,(cu-FT) g ENTER [d: ] [pathJfilenane[ .extl roR SToRAGE OF COMPUTED IIyDROGnAPH: d : \current \canPbeII\PRE2 . 2 SPECIFY: C - CONTINITE' N - NEWSTORH, P - PRINT, S - SlbP c ENIER:A(PERV),CN(PERVI,A(IMPERV)rCN(II{PERV)'TCFoRBASINNO'3 s.g gs.a g 98.9 38.4 DATA PRINT-OUT: AREA(ACRES) s.g PEAK-Q(CFS) .46 CN 85.4 T-PEAK(ERS) L2.sg IMPERVIOUS ACN.a 98.9 TC(r.rINItTES) 38.4 PERVIOUS A 5.9 voL(cIt-FT) 3139 ENTER [d: J [pathJfilena.nel.ext] FoR STORAGE OF CO]iPUTED EYDROGRAPH: d: \current\canPbel1\PRE3 - 2 SPECIEI: C - CONTINITE, N - NEWSfgRll, P - PRINT' S - SIOP c ENIERs A(PERV)' CN(PERV), A(IMPERV)' CII(IUPERV), Tc FOR BASIN NO'4 tg.s BL.g .g eg.g 49.4 DATA PRINT-OUT: AREA(ACR8S) Lg.s PEAK-Q(CFs) -98 PERVIOUS ACNL6.s 8L.A T-PEAX(HRS) 23.83 xl.tPERvrous ACN.g 98.9 TC(r.rrNUTES) 49.9 voL(cu-FT) 3713 ENTER [d: ] [path]filename[.extJ FoR SToRAGE Or C1oMPUIiED EYDROGR.APH: d : \current\campbell\PRE4 . 2 SPECIFY: C - CONTINIIE, N - NEI{STORI{' P - PRINT, S - STOP c ENTER: A(PERvl, cN(PERv), A(IMPERV), CN(IllPERv)' Tc FoR BASIN NO' 8.3 Bt.g g 98.A sL.a DATA PRINT-OUT: AREA(ACRES} PERVIOUS IMPERVIOUS TC(UINUTES) 5 rB ENTER Id: ] [pathJfilename[.extl d : \current\canpbelf \PRE5 . 2 CN.a 98.9 st.g vol,(cu-rT) 2922 FOR STORAGE OF COMPUTED HYDROCRAPHS 8.3 PEAK-Q(CFS) .96 CN 8L.g T-PEAK(HRS) 23.83 A 8.i A SPECIFI: C - CONTINUE, N - NEWSTORM' P - PRINT, S - STOP N STORI.I OPTTONS: 1 - S.C.S. TyPE-1A 2 - 7-DAY DESIGN STORM 3 - STORU DATA FTLE SPECIFY- STORI.I OPTION : 1 S.C.S. TYPE-IA NAINFALL DISTRIBUTION ENIER: TSEQ(YEAR}, DT'RATION(EOT,R), PRECIP(TNCEES)2s 24.9A 2.gA ******************** s. c. s. IlrPE-ta DISTRTBUTION ***************t**** 25-rEAR 24-BOUR STOR}I **** 2.49" TOTAI, PRECTP. ********* ENIER: A(PERV)' CN(PERV)' A(Il.lPERv)' Ctf(Il,lPERVl' TC FOR BASIN NO. 1 2.3 gs.A .A 98.9 s2.g DATA PRINT-OIIII: aREA(ACRES) PERVIOUS A 2.3 CN 85.9 T-PEAK(8RS) 8.AA IUPERVIOUS ACN.a e8.g TC(r{rNrxrEs) s2.g2.3 PEM-Q(cFs) .29 vol,(cu-FT) 6s84 ENTER [d: j[path]filenane[.ext] FOR STORAGE OF @I'IPIIIED IIYDROGRAPH: d : \current\campbell \PREI . 2 5 SPECIFY: C - CONTfNIIE, N - NEt{STORl.t, P - PRINT, S - STOP c ENTER: A(PERV), cN(PERv), A(fUPERV), CN(IuPERV), TC FOR BASIN No. 2 s. 1 65 .g .g 98.A 36.9 DATA PRINT-OUT: AREA(ACRES) 5.1 PEAK-Q(Crs) .97 PERVIOUS ACN s. 1 6s.a T-PEAK(HRS) 23.83 II,IPERVTOUS ACN.g 9s.6 TC(MTNUTES) 36.9 vol,(cu-rT) 2489 ENTER [d: J [path]filenarne[.extl FOR STORAGE OF COUPUTED HYDROGRAPH: d : \current \qampbel I \pRE2 . 2 5 1"1 SPECIFYS C - CONTINT N - NEt{STORl.t, P - PRTNT, s - g c ENTER: A(PERV), CN(PERV}, s.g 85.9 .g A(IUPERV), CN(IMPERV}' TC FOR BASIN NO' eg.a 38.4 3 DATA PRINT-OUT: AREA(ACRES) s.g PEAK-Q(CFS) .51 CN 8s.g T-PEAK(HRS) 8.gg IUPERVIOUS ACN.a 98.4 TC(UTNUTESI 38.4 PERVIOUS A s.a voL(cu-FT) 14349 ENTER Id: I [Path]filena-ne[.ext] d : \current\canPbel I\PRE3 . 2 5 FOR SI'ORAGE OF CIMPUTED EYDROGRAPH: -sPECrFyi C - @NTrNI'E, N - NEWSTORI|, P - PRrNT' s - sroP c EIflIER: A(PERV) 'La.s BL.g DATA PRINT-OIXT: AREA(ACRES) La.s PEjAK-Q(CrS) .57 PERVIOUS ACNta.s gl.a T-PEAK(ERS) 8.17 II{PERVIOUS ACN.a e8.g TC(lrINUrES) 49.g CN(PERV), A(rl.tPERV), CN(TUPERV), TC FOR BASrN NO'4 .g eg.a 49.4 voL(cu-rT) 22894 ENIER td:ltpthlf,Llenanet.extl FoR SToRAGE OF @MPUTED EYDROGRAPH: d r \current\canpbel I \PRE4 . 2 5 SPECIFY: C - @NTINT'E' N - NEWSTORM, P - PRINT, S - STOP c ENIER: A(PERVI '8.3 BL.a DATA PRINT-OTN: AREA(ACRES) 8.3 PEAr(-Q(C8S) .44 PERVIOUS ACN 8.3 SL.A T-PEAK(HRS) 8.17 TMPERVIOUS ACN.g 98.9 TC(UTNUTES) sL.a CN(PERV), A(rltPERv)' CN(rI{PERV), TC FOR BASrN NO' 5 .g 98.9 sL.a voL(cu-rT) 18919 ENTER Id: ] [pathJ filename[ .ext] d: \cu*ent\campbell\PRE5 . 2 5 FOR STORAGE OF C1oI.IPUTED HYDROGRAPH: SPECIFYT C - CONTINUE, N - NEWSTORI'!, P - PRINT, S - STOP N STORM OPTIONS: I - s.c.s. TYPE-IA 2 - ?-DAY DESIGN STORI.T 3 - STORU DAIA FILE 2D SPECIFY STORM OPTIOITT 1 S.C.S. TYPE-IA RAINFAIL DISTRTBUTION ENTER: FREQ(YEARI, DURATION(HOUR), pRECIp(INcEEs)tog 24.9a 2.sg *************r***i** s. c. s. TypE_lA DISTRIBUTION ***************************** 100-YEAR 24-IIOUR sToRu **** 2.59" TOTAI pRECrp. ENTER: A(PERV), 2.3 gs.g DATA PRTNT-OUT: AREA(ACRESI 2.3 PEAK-Q(CFS) .34 cN(PERV), .a A(TIIPERV), CN(IMPERV), TC FOR BASrN NO. 198.9 s2.g PERVTOUS CN 85.A T-PEAK(ERS) 8.90 IUPERVIOUS ACN.a 98.9 TC(UINUTES) s2.g A 2.3 voL(cu-8Tl 9749 ANTER [d: J [pathlfilenane[.ext] FoR sTonAGE oF @MPUTED IIYDRoGRAPH: d : \current \canpbell\pREl. 1gO SPECIFY: C - CONTfNIIE, N - NEWSTORI{, p - pRfNT, S c STOP EMIER: A(PERV),s.1 6s.a DATA PRINT-OIIiT: aREA(ACRES) 5.1 PEM-Q (CFS ).11 PERVTOUS ACNs.1 65.9 T-PEAK(ERS) 23.83 TMPERVTOUS A Ct{.a 98.9 TC(I,IINUTES) 36.4 CN(PERV), A(rMPERV), CN(IIIPERV), TC FOR BASIN NO. 2.g 98.O 36.9 ENTER [d: J tpath]filenane[.ext] FoR sToRAGE oF cpMPuTED EYDRoGRAPH:d : \ current\canpbell\pRE2 . tOO sPECrFr: c - @NTrN[tE' N - NEwsroRr't, p - pRrNr, s - srop c vol.(cu-rl) 5487 A(rupERv), cN(rupERv), TC FOR BASrN NO. 398.9 38.9 ENTER: A(PERV),s.a gs.g DATA PRINT-OUT: AREA(ACRES) s.a PEAK-Q(CFs) .84 CN(PERV), .g PERVIOUS ACNs.a 8s.g T-PEAK(HRS) 8.ga TUPERVTOUS ACN .g 98.6 TC(UINUTES) 38.9 vol,(cu-FT) 2t243 ENTER [d: J fpathlfilenarne[ .extl FoR sroRAGE oF coupurgD HyDRocRApH:d : \ current \carnpbel t \pRE3. f g0 zl SPECIFY: C - coNiIN\,-' N - NEWSTORI'I, P - PRINT, S - S'roP c ENTER: A(PERV) ' CN(PERV) 'Lg.s gL.A .g DATA PRINT-OUT: A(IttlPERV), CN(IMPERV), TC FOR BASIN NO' 4 98.9 49.9 AREA(ACRES) tg.s PEAK-Q(C8S) t.a9 PERVIOUS ACNlg.s BL.a T-PE"AI((HRS ) e.ag IUPERVIOUS ACN .g 98.6 TC (lrrNuTES ) 49.4 voL(cu-FT) 35662 Ermpn td: ! tpathJfLlename[.ext] FOR S1rORAGE oF cOt4pUTED IIYDROGRAPH: d : \current\canpbell \PRE4 . 100 SPECIFY: C - CONTINITE' N - NEI{STORI{' P - PRINT, S - STOP.c ENIER: A(PERV), CN(PERV),8.3 g]..a .a DATA PRINT-OTIIT: A(II.IPERV), CN(TIIPERV), TC FOR BASrN NO' 5 98.a sL.g AREA(ACRESI 8.3 PEAK-g(CrS) .84 PERVIOUS ACN8.3 et.a r-PEM(IIRS) 8.aa TMPERVIOUS ACN.a 98.9 TC(UTNUTES) sL.a vorJ(cu-FT) 28432 ENrER [d: ] [pathJfilenane[ .extt FoR SToRAGE OF COI.IPIXIED EYDROGRAPE: d : \current\canpbell\PRE5 . 100 SPECIFY: C - CONTINITE, N - NEWSIIORM, P - PRfNT' S - S$OP 1 SPECIFY! C - CONTINITE, N - NEWSTORI'!, P - PRINT, S - STOP s Stop - Progran terminated. KING COUNTY DEPARTUENT OF PUBLIC T{ORKS surface l{ater l{anagement Divieion HYDROGRAPH PROGRN,IS YetsLan 4-24 I - INFO ON THIS PROGRAT,T 2 - SBUHYD 3 - ROUTE 4 - ROUTE2 5 - ADDHYD 6 . BASEFLOI{ 7 - PLOTHYD 8 - DATA 9 - RDFAC 1g - RETURN !O DOS ENTER OPTION: ROUTINE FOR ADDING FTDROGRAPHS ENTER: td: I [pathJfilename[.extl oF IIYDROGRAPH 1 d : \current\camPbell\PREI . 2 ENTER: TRAIIEL TII{E (UINUTES) oF HvDROGRAPH 1 -gg ENTER: Id: ] [pathJfilenarne[.extJ oF HIDROGRAPE 2 d : \cur4ent\camPbelf \PRE2 . 2 ENTER: TRA\IEL TIUE .(UINUTES) OF EIDROGRiAPH 2 .ag DATA PRINT-OUT: IIYDROGRAPB 1: IIYDROGRAPE 2: HYDROGRAPIT S: IIYDROGRAPH 3: PEAK-9= PEM-g= PEAK-Q= PEAK-g= PEAK-9= .03 cFs .ag cFs .93 cFs .05 cFs T-PEAK= 11.33 HRS T-PEAK= .gg WS T-PEAK= 11.33 HRs a-PEAK= 10.50 HRS O I,IINUTES O UTNIXTES TT= Tf= IIYDROGRAPB SIIM: PEAK-Q= '03 cFs T-PEAK= 11'33 ERs TOTAL VOIjTUEs 1428CU-FT SPECIFYc C - CONIINIIE, N - NEI{JOB' F - FILE' P - PRINT, S - SEOP c ENTER: td: I [path]fJ,Iena.ure[.extJ OF EIDROGRAPB 3 d : \current\canpbell\PRE3 . 2 ENTER: TRA\IEL TIUE (UINUTES) OF ETDROGRAPE 3 .aa DATA PRINT-OIIT: TT= g UINUTES TT- O I.TINUTES HYDROGRAPH STIM:.09 CFS T-PEAK= 11.33 HRS TOTAI, VOLITME:4584CU-FT SPECIFY: C - CONTINUE' N - NEWJOB., F - FILE, P - PRINT, S - STOP c ENTER: Id: J [pathJfilename[.extl oF HYDROGRAPH 4 d : \ current \carnpbell \PRE4 . 2 ENTER: TRAVEL TIr.rE (MINUTES) oF HYDROGRAPH 4 .gg DATA PRINT-OUT: HyDROGRAPH S: PEAK-Q= .09 CFS T-PEAK= 11'33 HRS tT= 0 UINUTES z3 HYDROGRAPH 4: PEA =.98 cFs T-PEAK= 21.33 H T-PEAK= 23.67 HRSHYDROGRAPH suM: PEAr(-Q= '17 cFs TOTAI VOLUME:8322CU-rr SPECIFYI C - CONTINUE, N - NEWJOB, F - FIIE, P - PRINT' S - STOP c ENTER: [d: t [pathJfilename[.extl OF HYDROGRAPII 5 d : \current \canrpbel f \PRES . 2 ENTER: TRAVEL TIttE (I'iINUTES) OF HYDROCRAPH 5 .ga 23.67 BRS 14.50 IIRS 23.5? HRS P - PRINT, TT= 0 MINUTES TTe 0 IIINUTES TT= g l'lMUTgS s - s$oP ENTER td: J [pathtfilenaroe[.extl FOR STORAGE OF C0MPUTED HIDROGRAPH: d : \current\canpbe1l\PREz . 2 SPECIFy! C - @NTINUE, N - NEWJOB' F - FILE, P - PRINT' S - STOP N ENIER: [dr J [pathlfilenanet.extl oF HTDROGRAPE 1 d : \current\canpbel1\PRl1 . 2 5 ENIER: TRAI'EL TIUE (uINuTEs) oF ETDROGRAPH 1 .ag ENIER: [d: J [pathtfilenane[.extl OF HYDROGRAPS 2 d : \current\ca.npbelf \PRE2 . 2 5 ENIER: TRAVEL TIIIE (IIINUTES) oP IIYDROGR.APH 2 .ag DATA PRINT-OIXT: EIDRqPRAPH s: PEAK-Q= '17 cFs I-PERtr- HYDROGRAPB 5: PEAK-Q= '06 cFs T-PEAK= IIIDROGRAPE sUM: PEAK-Q= .23 cFs T-PEAK- TOTAL VOLIIHE: 11238cu-rT SPECIFY: C - @NTINT'E, N - NEI{JOB, T - FILE, F DATA PRINT-OUT: HYDROGRAPH 1: PEAI(-Q= .24 CFS BYDROGRAPII 2: PEAK-Q= .97 CFS I{YDROGRAPH SUM: PEAI(-Q= .29 CFS IOTAL VOLIIME: 9054CU-FT SPECIFY: C - CONTINUE, N - NEWJOB' c I-PEAK= 8.00 HRS F - FILE, P - PRINT, S - STOP T-PEAK= 8.09 HRS T-P&AK= 23.83 tlRS g I.IINUTES 0 urNuTESTT- ENTER: [d: ] [pathJfilenarne[.extl OF HYDROGRAPH 3 d : \current\campbeII \PRE3. 2 5 ENTER: TRAVEL TIME (MINUTES) oF HYDROGRAPH 3 .96 Zq DATA PRINT-OUT: HYDROGRAPH S: PEAK-Q= .20 CFS T-PEAI(= 8.OO HRS HYDROGRAPH 3: PEAK-Q= '51 cFs T-PEAK= 8'00 HRs IIIDROGRAPH SUI{: PEAK-Q= '71 cFs T-PEAK= 8'00 HRs TOTAL VOLUME: 23418CU-FT SPECIFY: C - CONTINUE, N - NEWJOB' F - FILE' P - PRINT' c ENTER: Id: ] [path]filename[.extl Or EYDRoGRAPH 4 d : \ current\canrPbell \PRE4 . 2 5 ENTER: TRA\|EL TII{E (MINUTES) oF HYDROGRAPB 4 .gs DATA PRINT-OUT: EYDROGRAPH S: PEAK-Q- .?1 cFs T-PEAK= 8'Ag wa ETDROGRAPH 4: PEAK-Q= '5? cFs T-PEAK= 8'00 ERs EYDROGRAPH SuM: PEM-Q- 1.28 cFs T-PEAK= 8'00 ERs TOTAL VoLIIME: 46338CU-FT r r- I t- g MINUTES O MINUTES SPECIFY: C - @NIINIIE' N - NEI{.IOB, f - FILE, P - PRINI, S - STOP c ENIERT [dl t [path]fl,lenanet.erctl OF BYDROGRAPE 5 d : \current\canpbell\PRE5 . 2 5 EIflIER: TRA\IEL TXIIE (MINUTES) OF EYDROGRAPB 5 .gg DATA PRINT-OIIT: EYDROGRAPTI S: EIDROGRAPB 5: 1.28 CFS .44 CFS 8.ga EBs 8.00 ERS s - sToP TT= 0 MINUTES TT- 0 UINUTES TT= g UINUTES TT= 0 MfNUTES PEAK-Q= PEAK-9- T-PEAK= T-PEAK= HYDROGRAPH SIIM: PEAK-Q= 1.72 CFS T-PEAK= 8'00 ltRs TOTAL VOLUI{E: 64358CU-!'T SPECIFYs C - CONTINUE, N - NEI{JOB, F - FILE' P - PRINT' S - sToP F ENTER [d:llpathJfilename[.extl FoR SToRAGE OF COUPUTED HYDROGRAPH: d : \current\campbell\PREZ . 2 5 SPECIFI: N ENTER: TRAVEL TIME .gg (MINUTES) OF HyDROGRAPH 1 C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP ENTER: td: I [pathtfilename[.extJ oF HYDROGRAPH 1 d : \current\canpbelf \PREI . 109 ENTER: td: I tpathlfilename[.extl oF HvDROGRAPH 2 L5 d: \current\campbell ENTER: TRAVEL TIME .aa E,2.lgg (MINUTES} OF HYDROGRAPH 2 DATA PRINT-OUT: IIYDROGRAPH 1: HYDROGTTAPH 2: .34 CFS .11 CFS .35 CFS .84 CFS 1.19 CFS 1.09 CFS T-PEAK= 8.00 HRS T-PEAK= 16.50 HRS g UINUTES O MINUTES g I,IINUTES O UINUTES 0 MrNurEs O UINUTES PEAK-9= PEAX-9= TT= TT= TT= fT= HYDROGR.APH SIIM: PEAK-Q= .35 cFS T-PEAX= 8'00 HRS roTAl VOLIIME: 152L6cU-FT SPECTFY: C - @NTINI'E' N - NEWJOB, F - FILE' P - PRTNT' S - STOP c ENTER: Jd: I tpathJ ft lena.me[ .ext] oF EYDROGRAPH 3 d : \current\canpbell\PRE3 . 109 ENTER: TRA\IEL TIl,lE '(I,IINUTES) OF HYDROGR.APH 3 .aa DATA PRINT-OUT: HYDROGRAPE S: PE.AK-Q= IIYDROGRAPE 3: PEM-Q- EYDROGRAPB STJH: PEAK-Q= TTYDROGRAPH S: PEAK-Q= EYDROGRAPE 4: PE.AK-Q= T-PEAK= T-PEAK= 8.90 ERS 8.aa EPs 1.19 CFS T-PEAK= 8.90 BRS $OTAL VOLIIME: 36444CU-FT SPECIF'II: C - @NTINIIE' N - NEI|JOB' F - FILE, P - PRfNT, S - SSOP c ENIER: [d: ] [path]fLlenanet.extl oF ETDROGRAPE 4 d : \current\ca.npbell \PRE4 . 1go ENTER: TRAVEL TIIiE (UINIIIES) oF IITDROGRAPE 4 .gg DATA PRTNT-OUT: T-PEAK= T-PEAK= 8.00 HRs 8.46 HRS TT= IIvDROGRAPH SUM: PEAK-Q= 2.28 CfS T-PEAK= 8.gA HRs TOTAI VoLIIME: 72168CU-FT SPECIFY: C - CONTINUE, N - NET{JOB' F - FTLE' P - PRINT' S - STOP c ENTER: Id: ] [path]filename[.extJ oF HYDROGRAPH 5 d : \current\campbell \PRES . 100 ENTER: TRAVEL TIME (I{INUTES) oF HYDROGRAPH 5 .aa DATA PRINT-OUT: HYDRoGRAPH S: PEAK-Q= 2.28 cFs T-PEAX= 8.90 HRS TT= g ufNUTEs z6 HYDROGRAPH 5: PEA .84 cFs T-PEAK- 8.OA H' T-PEAK= 8.00 HRS TT= 0 UfNUTES HYDRoGRAPH suM: PEAN-Q= 3'12 cFs TOTAL voLUMEs lgA2LBcv-FT SPECIFY: C - C'oNTINUE' N - NEI{JOB, T - FILE, P - PRINT, S - STOP F ENTER td: I [pathJfJ.]ename[ .extJ roR SToRAGE Or COMPUTED HYDROGRAPH: d : \current\canPbel I\PREZ . 190 SPECIFY: C - coNTINItE' N - NEI{JO8, F - FfLE, P - PRfNI' s - SfoP s Stop - Progran terminated. z7 HYDR@RAPH LISTINC Hydrograph: Storm Event:FiIe Narne: 1 2 Peak Q .A3 cfe yea PREl r 2 Elapsed Tlme (hre1 FIow (cfE) Elapeed Time (hrB ) 7.sa 7.67 ?.83 8.Ag 8. 17 8. 33 8.59 8.67 8. 83 e.gg 9.L7 9.33 9.SA 9.67 9.83 Lg.aa tg.L7 L4.33 Lg.sa L4.67 t4.83 LL.gA 11. 17 11.33 LL.56 LL.67 11.83 L2.gg L2.17 12.33 L2.sa ]'2.67 12.83 n.aa 13. 17 13.33 L3.Sa 13. 67 13.83 L4.gg L4.L7 14. 33 t4.59 t4.67 14.83 FIow (cfE) Elapsed Tirne (hrE) Ls.aa 15. 17 15.33 rs.sa 15. 67 15.83 t6.gg L6.17 16.33 L6.sg L6.67 16.83 L7.aa L7.L7 17.33 L7.sa L7.67 17.83 L8.ga 18.17 18.33 L8.sg 18.67 18.83 Le.g6 L9.17 19.33 L9.sa L9.67 19.83 2g.ga 29.L7 24.33 2A.sg 29.67 24.83 2L.gg 21.L7 2L.33 2r.sa 2L.67 21.83 22.99 22.t7 22.33 Flow (cf8) .93 .93 .93 .93 .93 .93 .93 .93 .93 .93 .93 .92 .92 .92 .92 .92 .92 .92 .92 .92 .42 .42 .42 .92 .92 .42 .92 .92 .92 .92 .92 .42 .92 .42 .92 .42 .92 .92 .92 .92 .92 .42 .42 .42 .42 Elapeed TLme (hr8) 22.54 22.67 22.83 ?3 -As 23.L7 23.33 23.s9 23.67 23.83 24.A4 24.L7 24.33 24.54 24.67 24.83 2s.ga 25.L7 2s.33 2s.sa 25.67 25.83 26.99 26.17 26.33 26.s4 26.67 26.83 27.44 Flow (cfE) .92 .92 .42 .92 .92 .92 .03 .93 .93 .42 .42 .42 .gL.gt .gt.at .67 .ga .ag. .aa .ga .ag .ag .gg .ag .69 .ga .gg .96 .17 .33 .sa .67 .83 t.gg 1. 17 1.33 L.5g L.67 1.83 2.gg 2.L7 2.33 2.sA 2.67 2.83 3.ga 3.L7 3.33 3.sg 3.67 3.83 4.AA 4.L7 4.33 4.sg 4.67 4.83 s.aa 5. 17 5.33 s.sg 5. 67 5.83 6.AA 6.L7 6.33 6.54 6.67 6. 83 7.ga 7.17 7.33 .aa .ga .gg .gg .ag .gg .ag .gg .ga .ga .ag .ga .aa .ga .ga .ga .ag .96 .ga .aa .aa .ga .gg .gg .ag .ga .gg .gg .aa .ga .a6 .gg .ga .ga .aa .gg .gg .ga .aa .gs .gg .gg .ga .ag .aa .ag .aa .gL .gL .gL .92 .92 .42 .92 .42 .92 .92 .92 .92 .92 .92 .92 .92 .92 .92 .42 .42 .92 .93 .93 .93 .43 .93 .43 .93 .43 .93 .93 .43 .93 .93 .43 .93 .93 .93 .93 .93 .93 .93 .43 z8 HYDROGR,APH LISTING PeakQ= 6 cfaHydrograph: Storm Event: Flle Narne: 2 2 yeat PRE2.2 Elapged Time (hrs ) Flow (cfsl Elapeed Time (hrs) Flow (cfs) Elapeed Time (hre) Flow (cfg) Elapsed Time (hra1 22.s9 22.67'22.83. 23.90 23.t7 23.33 23.s4 23.61 23.83 24.94 24.L7 24.33 24.59 24.67 24.83 2s.ga 2s.L7 25.33 2s.59 25.67 25.83 26.A6 26.r7 26.33 26.s4 26.67 26.83 27.99 27.L7 27.33 27.s6 27.83 28.a4 28.L7 28.33 28.s9 28.67 28.83 29.99 29.L7 29.33 29.s4 29.67 29.83 Flow _f::l .ga .ga .ag .ga .aa .ga .gg- .aa .ga .aa .ag .ag .ga .sg .aa .ag .gg .ag .ga .aa .ga .aa .ga .ag .aa .ag .64 .ga .gg .ag .ag .ga .gg .gg .aa .ga .ag .ga .ag .ag .gg .aa .ag -aa .ag 27.67 18.17 .gg .L7 .33 .sa .67 .83 t.gg 1. rt 1.33 L.sa 1.57 1.83 2.Ag 2.L7 2.33 2.sg 2.67 2.83 3.Ag 3.17 3.33 3.sg 3.67 3.83 4.aa 4.L7 4.33 4.sg 4.67 4.83 s.aa 5.L7 5. 33 s.sg 5. 67 5. 83 6.AA 6.t7 6. 33 6.sg 5.67 6.83 7.gg 7.17 7.33 .ga .ga .ag .ag .ga .aa .gg .ga .gg .ag .aa .gg .ga .ag .96 .gg .gg .ga .ga .aa .ga .ag .ag .ga .aa .aa .gg .aa .gg .a6 .ga .gg .46 .gg .ag .gg .aa .ag .aa .ga .gg .ag .aa .aa .gg 7.sg 7.67 ?.83 8.AA 8. 17 8. 33 8.sA 8.67 8.83 e.gg 9.Lt 9.33 9.sa 9.67 9.83 Lg.ga ]-a.L7 L4.33 La.5a r4.67 t4.83 LL.gA 11.17 11.33 tL.sa 11. 67 11.83 L2.aa ].'2.L7 L2.33 L2.54 ]'2.67 12.83 L3.Ag 13. 17 13.33 ]-3.s6 t3.67 13.83 L4.ag L4.L7 14. 33 t4.sg t4.67 14.83 .ga .gg .gg .gg .ga .aa .aa .gg .ga .ga .aa .ga .ga .aa .gg .gg .gg .aa .ga .ga .ga .aa .96 .ga .ag .ag .ag .gg .ga .ga .aa .gg .aa .gg .ag .ga .ga .gg .gg .ga .aa .gg .gg .gg .gg $.ag 15. 17 1s. 33 t5.sg 15.67 15.83 L6.ga 16. 17 16.33 t6.sg L6.67 16.83 L7.gg L7.L7 17.33 L7.59 L7.67 17.83 L8.aa 18.33 L8.sa 18.67 18.83 L9.ga 19. 17 19.33 L9.s6 L9.67 19.83 2A.Ag 29.L7 24.33 2A.sg 24.67 24.83 2L.Ag 2L.L7 2L.33 2L.sg 2L.67 2L.83 22.94 22.r7 22.33 .ga .aa .sa .gg .ga .aa .96 .ag .aa .aa .aa .ga .gg .aa .ga .ag .ga .aa .sa .09 .gg .aa .aa .gg .ga .ga .ga .ga .aa .aa .aa .ag .ga .ag .aa .ag .ga .ga .ag .ag .aa .aa .ag .gg .gg zq HYDROGRAPH LISTING Elapsed Tl-me (hrE) 3 2 yeax PRE3.2 Elapeed Time (hrs) .s0 .67 .83 .ga .L7 .33 .sa .83 .ag .L7 .33 .59 .67 9.83 LA.Ag LA.L7 L4.33 LA.5A L4.67 L4.83 LL.gg 11.17 11.33 tL.sg 11. 67 .83 .ga .I7 .33 FIow(cfsl Elapsed Time (hrg) $.aa 15.17 15.33 ts.sg 15.67 15.83 L6.AA L5.17 16.33 L6.sg x5.67 16.83 L7.aa L7.L7 17.33 t7.sg L7.67 17.83 L8.gg 18.17 18.33 L8.sa L8.67 18.83 L9.ga 19.17 19.33 L9.sg t9.67 19.83 2a.aa 29.L7 24.33 2A.sA 24.67 24.83 2!.aa 2L.L7 21.33 2t.59 2L.67 21.83 22.44 22.L7 22.33 FIow (cf8) .gs .gs .gs .gs .gs .as .95 .gs .96 .96 .as .gs .As .gs .as .45 .As .gs .gs .as .as .gs .as .45 .gs .as .as .as .As .gs .as .95 .95 .as .gs .gs .As .as .as .gs .gs .45 .05 .95 .as Elapeed Tlme _g::l_ 22.54 22.67 .22.83'n.ag 23.L7 23.33 23.54 23.67 23.83 24.99 24.L7 24.33 24.s6 24.67 24.83 2s.gg 25.L7 2s.33 2s.sa Flow (cfs) HydrograPh: Storm Event:FiIe Name: Flow (cfg) .ga .aa .go .gg .ga .aa .gg .gg .ag .aa .aa .ag .ag .gg .aa .ga .ga .ag .aa .aa .aa .aa .aa .ga .ga .ga .gg .gg .aa .ga .gg .gg .gg .aa .aa .66 .ga .ga .aa .gg .aa .ga .aa .ag .ga Peak Q g6 cfE .gg .L7 .33 .59 .67 .83 L.AA1.1r 1.33 L.5a 1. 67 1.83 2.gg 2.L7 2.33 2.sa 2.67 2.83 3.AA 3.17 3.33 3.59 3.67 3.83 4.ga 4.L7 4.33 4.sg 4.67 4.83 s.gg 5. 17 s.33 s.sg 5.67 s. 83 6.gg 6.t7 6.33 6.sg 6.67 6.83 7.AA 7.I7 7.33 7 7 7 I 8 I 8 8 8 9 9 9 9 9 gs gs as g5 gs gs gs g6 a6 gs g4 g3 a2 g2 gL gt AT at ag ag ga ga aa ga 25.67 .67 .aa .gL .92 .43 .94 .94 .94 .gs .44 .94 .94 .as .as .As .95 .gs .gs .as .46 .96 .46 .96 .96 .96 .96 .96 .46 .46 .46 .46 .96 .96 .96 .96 .96 .96 .96 .96 .66 .46 .96 .96 .46 .46 .46 25.83 26.94 26.L7 26.33 .59 .67 .83 .ag .17 .33 .sg -67 11 L2 t2 t2 L2 L2 t2 13 13 13 13 13 13 83 t4.gg t4.L7 14.33 L4.54 14.67 14.83 3o HYDROGRAPH LISTING Elapsed TLme (hr8 ) 4 2 year PRE4.2 Elapeed Tine (hrs l 7.54 7.67 7.83 8.AA 8. 17 8. 33 8.Sg 8. 8. o o o 9. o o LA. Lg. ta. Lg. Lg. ta. 11. 11. 11. 83 aa L7 33 sA 67 83 gg L7 33 sa 67 83 ga 17 33 rt.sa LL.67 11.83 L2.gg L2.L7 12.33 L2.Sg L2.67 L2.83 L3.ga 13.17 13.33 t3.sg L3.67 13.83 t4.gg L4.t7 14.33 L4.sA L4.67 14.83 Flow (cfs) .ag .ga .ag .ga .ga .90 .gg .aL .gL .gL .gL .42 .42 .92 .43 .43 .44 .94 .94 .94 .as .as .as .gs .0s .46 .96 .96 .96 .96 .97 .47 .47 .97.si .47 .97 .97 .47 .97 .47 .47 .97 .97 .47 Elapeed Tirne (hrs) ts.aa 15.17 15.33 1s. s0 ls.57 ls.83$.aa t6.L7 16.33 t5.sg L6.67 16.83 L7.ag L7.T7 17.33 L7.sa L7.67 iz. es L8.gg 18.17 18.33 t8.sA 18.57 18.83 Le.gg 19. 17 19.33 L9.54 L9.67 19.83 2g.aa Flow (cfs1 .47 .47 -97 .97 .97 .97 .97 .47 .97 .97 -97 .47 .97 .97 .97 .97 .97 .97 .47 .97 .97 .97 .47 .47 .97 .97 .47 .47 .97 .97 .97 .97 .47 .97 .97 .47 .97 .Q7 .98 .48 .48 .98 .98 .48 .98 Elapsed Time (hrE) 22.s4 22.67'22.83 n.ag 23.L7 23.33 23.s4 23.67 23.83 24.44 24.L7 24.33 24.s4 24.67 24.83 2s.aa 25.L7 25.33 2s.59 25.67 2s.83 26.49 26.r7 26.33 26.s4 26.67 26.83 Flow (cfs) .98 .48 .98 .48 .48 .98 .98 .48 .98 .48 .46 .gs .44 .93 .43 .42 .42 .gL .gt .gL .at .aa .46 .aa .aa .aa .gg Hydrograph: Storm Event: File Name: FIow (cfs) PeakQ= .AB cfs .aa .17 .33 .sg .67 .83 r.ggL.Lf .aa .ag .gg .gg .96 .aa .ga .ga .ag .aa .ga .aa .ga .gg .aa .ga .ga .aa .ga .aa .aa .aa .aa .ag .aa .ga .ag .aa .ga .ag .aa .aa .gg .gg .gg .aa .aa .ag .gg .gg .ga .ga .ag .aa .aa 67 1. 33 L.sA L.67 1.83 2.Ag 2.t7 2.33 2.sa 2.67 2.83 3.ga 3.17 3.33 3.sA 3.67 3.83 4.ga 4.L7 4.33 4.sa 4.67 4.83 s.6g 5.17 5.33 s.sg 5.67 s.83 6.Ag 6. 17 6.33 6.sg 5.67 6. 83 7.gg 7.L7 7. 33 67 2A 2g 2g 2a 2a .t7 .33 .sa 83 2L.Ag 2L.L7 21. 33 2t.sa 2L.67 21.83 22.94 22.L7 22.33 3t HYDROGRAPH LISTING Elapsed Time (hrE ) 5 2 year PREs.2 Elapaed Time (hr8) 7.59 7.67 7.83 8.gg 8. 17 8.33 8.sa 8.67 8.83 9.46 9.L7 9.33 9.59 9.67 9.83 ta.aa LA.L7 t4.33 ta.sa t4.67 ]'4.83 l,L.gg 11.17 11.33 LL.5g 11. 67 11.83 L2.gg L2.L7 12.33 L2.sg L2.67 t2.83n.aa 13.17 L3.33 13. 50 L3.67 13.83 Flow (cf8) Elapsed Time (hrs) Ls.gg 15. 17 15.33 t5.sg Ls.67 15.83$.ag 16.17 16.33 t6.sa L6.67 16.83 L7.ga L7.17 17.33n.sa L7.67 17.83 L8.AA 18.17 18.33 L8.54 18.57 18.83 E.Ag 19. 17 19.33 L9.sa L9.67 19.83 2A.Ag 29.r7 29.33 2g.sa 29.67 24.83 2L.ga 2I.L7 2L.33 2L.sg 2L.67 21.83 22.49 22.r7 22.33 Flow (cfs) Elapsed Time (hrs) 22.54 22.67 22.83123.9a 23.L7 23.33 23.s9 23.67 23.83 24.99 24.L7 24.33 24.s4 24.67 24.83 2s.ag 25.17 25.33 25.s9 25.67 2s.83 26.94 26.L7 26.33 26.s9 26.67 26.83 27.44 FIow (cf8) .96 .46 .46 .46 .96 .95 .96 .46 .96 .46 .95 .44 .93 .43 .92 .42 .gL .gL .aL .gr .gL .aL .ag .aa .aa .ga .ga .aa Hydrograph: Storm Event: FlIe Name: Flow (cfs) Peak Q AG cfe .gg .L7 .33 .sa .67 .83 L.ga1.1r 1.33 L.sa L.67 1.83 2.ga 2.L7 2.33 2.sA 2.67 2.83 3.AQ 3.17 3.33 3.sa 3.67 3.83 4.ga 4.17 4.33 4.sA 4.67 4.83 s.aa s.L7 s.33 s.sg 5.67 s.83 6.gg 6.L7 6.33 6.54 6.67 6. 83 7.aa 7.I7 7.33 .ga .ga .ga .ag .gg .sa .gg .ga .ga .gg .64 .ga .gg .aa .gg .ga .ga .ag .ga .40 .ga .aa .ga .aa .gg .ga .ag .aa .gg .ga .ga .gg .aa .ga .aa .aa .ga .gg .gg .aa .gg .gg .gg .ga .ag .ga .L7 .33 .sg .ga .ag .gg .gg .aa .ga .gg .gL .aL .aL .gL .gL .92 .92 .92 .92 .93 .43 .93 -43 .94 .44 .94 .44 .44 .94 .94 .gs .gs .as .gs .gs .as .gs .as .gs .gs .as .gs .As .gs .gs .46 .46 .96 .46 .46 .46 .46 .46 .46 .46 .46 .96 .46 .46 .46 .66 .as .as .gs .as .gs .as .45 .gs .gs .As .gs .as .as .45 .as .46 .46 .46 .96 .96 .46 .96 .46 .96 .96 .96 .96 .96 .96 .46 .96 .46 67 L4 14 T4 14 L4 T4 83 3u Hydrograph: Stom Event:FiIe Name: Flow (cf6) .aa .ag .ga .ga .46 .ga .ga .ag .gg .aa .ga .ag .gg .ga .aa .gg .gg .gg .gg .gg .ga .gg .40 .gg .ag .ga .ag .ag .aa .ga .ag .ga .aa .ag .aa .aa .ag .aa .ga .aa .66 .ga .ga .ag .gs HYDROGRAPH LTSTING 2 PeakQ= .23 cfsz 2 year PREZ EIapEed Time (hrg) Elapaed Time (hrg) .83 .aa .17 .33 .sa .67 .83 .ga .L7 .33 .sg 83 Lg.0a tg.L7 L9.33 sa .83 .96 .L7 .33 .sg .67 11.83 L2.ga L2.17 L2.33 sa .83 .gg .17 .33 fi.54 L3.67 13.83 L4.ga T4.17 14. 33 14.sg 14.67 14.83 FIow (cfa) Elapeed Tirne (hrs) LS.ag 15.17 15.33 L5.Sa 1.5.67 15.83 L6.Ag 15.17 16.33 L6.sa L6.67 16.83 n.aa L7.L7 17.33 L7.sg L7.67 17,83 ],.8.ga 18.17 18.33 L8.54 t8.67 18.83 Le.ga 19.17 19.33 L9.sg t9.67 19. 83 2a.aa 24.L7 24.33 2A.sA 29.67 24.83 2L.AA 2l..t7 2r.33 2L.59 2L.67 21. 83 22.99 22.L7 22.33 Flow (cfg) Elapeed Time (hrE) 22.s6 22.67 22.83'n.a6 23.L7 23.33 23.54 23.67 23.83 24.94 24.17 24.33 24.s4 24.67 24.83 2s.a6 25.L7 2s.33 2s.54 25.67 25.83 26.A4 26.L7 26.33 26.59 26.67 26.83 27.44 27.L7 27.33 27.s4 27.67 27.83 28.94 28.L7 28.33 2S.sg 28.67 28.83 29.94 29.L7 29.33 29.s4 29.67 29.83 Flow (cfE) .2t .21 .2L .2L .2L .2L .22 .- .23 .23 .2L .L7 .L4 .La .49 .47 .96 .45 .93 .92 .42 .42 .aL .ga .gg .69 .gg .aa .aa .aa .ga .aa .ag .ag .aa .ag .ga .aa .gg .ga .aa .aa .66 .ag .ga .ag .ag .L7 .33 .sg .67 .83 L.ga1.1r 1.33 L.sg t.67 1.83 2.gg 2.L7 2.33 2.sg 2.67 2.83 3.AA 3.17 3.33 3.sa 3.67 3.83 4.gg 4.L7 4.33 4.sa 4.67 4.83 s.ag 5.17 5.33 s.sa 5.67 5.83 6.gg 6.L7 6.33 6.sg 6.67 6.83 7.69 7.I7 7.33 sa .67 7 7 7 8 8 I 8 8 8 9 9 9 9 9 9 .aa .aL .93 .44 .gs .96 .96 .49 .Ag .48 .98 .Lg .11 .L1 .L2 .t2 .14 .14 .15 .15 .L7 .t7 .L7 .18 .18 .19 .19 .24 .29 .29 .2L .2L .2L .2L .2r .2t .2L .2L .2L .2L .2L .2L .22 .22 .22 .2L .2t .2t .2L .2L .2r .2t .2L .22 .22 .2t .29 .29 .19 .19 .19 .19 .19 .19 .19 .19 .19 .19 .19 .19 .19 .19 .19 .29 .24 .29 .29 .24 .29 .29 .24 .29 .26 .2L .2L .2r .2t .2L .2r .2L 67 .67 LA LA LA 11 11 11 11 11 L2 L2 L2 13 13 13 .67 3s HYDR@RAPH LISTING Hydrograph: Storm Event: FiIe Name: I 25 year PREl.25 PeakQ= '2 cfs Elapeed Tlme (hrE) Flow (cf8 ) Elapeed lirne (hrs ) 7.sa 7.67 7.83 8.ga 8. 17 8.33 8.59 8. 67 8.83 e.ga 9.L7 9.33 9.SA 9.67 9.83 La.a6 Lg.L7 L9.33 Lg.5g L6.67 t9.83 LL.gg 11.17 11.33 tL.s6 11. 67 11.83 L2.Ag L2.L7 12.33 L2.sg L2.67 12.83 B.Ag Flow(cfgl Elapsed Time (hr8) Ls.ga 15. 17 ls.33 L5.Sa ls. 67 ls.83 t6.gg 15.17 16.33 L6.Sa 15.67 16.83 L7.aa L7.L7 17.33 L7.sg 17.67 17.83 t8.ga 18.17 18.33 t8.sa 18.67 18.83 L9.ga 19.17 19.33 L9.sg 19.67 19.83 2A.AA 29.L7 29.33 2A.sA 24.67 29.83 2t.gg 21.!7 2L.33 2t.sa 2t.67 21.83 22.96 22.17 22.33 Flow (cfE ) .ra .LO .49 .99 .49 .99 .99 .49 .49 .99 .99 .49 .49 .48 .48 .98 .98 .48 .98 .48 .48 .48 .48 .98 .48 .48 .48 .98 .98 .48 .98 .48 .68 .48 .48 .98 .-98 .48 .98 .48 .98 .98 .48 .48 .98 Elapaed Tirne (hr8 ) Flow (cfs) .aa .gg.t7 .ga.33 .ga.59 .ga.67 .ga.83 .ggL.sa .ga1.17 .Ag 1.33 .gAt.sg .aa L.67 .Ag 1.83 .gA2.69 .ga2.t7 .gg2.33 .gA2.sA .AA2.67 .gg2.83 .AA3.ga .aa3.17 .Ag3.33 .AA3.54 .693.67 .AA3.83 .AA4.AA .AA4.L7 .ga4.33 .ga4.sg .ga4.67 .gA4.83 .AAs.ag .ggs.17 .gas.33 .gAs.sa .ggs.67 .ggs.83 .gL6.gg .at6.t7 .6r6.33 .926.sg .926.67 .A25.83 .937.AA .947.L7 .957.33 .46 .L7 .33 .sa .83 .ga 14.L7 14.33 L4.59 14.67 14. 83 .99 .L4 .19 .24 .29 .19 .19 .18 .t7 .16 .15 .15 .14 .14 .L4 .14 .14 .13 .13 .13 .13 .13.t2 .L2 .L2 .L2 .L2 .L2 .12 .L2 .L2 .L2 .11 .11 .11 .11 .LA .tg .La .Lg .Lg .tg .Lg .LA .Lg 22.59 22.67.22.83 23.49 23.L7 23.33 23.s9 23.67- 23.83 24.44 24.L7 24.33 24.s9 24.67 24.83 2s.aa 2s.L7 2s.33 2s.sa 25.67 25.83 26.94 26.t7 .48 .98 .98 .48 .48 .98 .98 .ge .98 .47 .96 .as .94 .43 .93 .42 .92 .ag .ga .aa .aa .aa .ag 67 13 13 13 13 13 T4 5-1 HYDROGRAPH LISTING Elapaed Tl-me (hre ) 2 25 year PRE2.25 Elapeed Time (hr8 ) FIow(cfs) Elapaed Time (hr6 ) $.ga 15. 17 15.33 Ls.5a 15.67 15.83 t6.Ag 16.t7 16.33 L6.56 L6.67 16.83 L7.ga T7.L7 17.33 L7.sa 17.67 17.83 B.AA 18.17 18.33 L8.59 18.67 18.83 L9.Ag 19.17 19.33 L9.sa L9.67 19.83 2g.aa 24.L7 24.33 2A.s6 29.67 24.83 2t.gg 21.L7 21.33 2L.sg 21.67 21. 83 22.46 22.L7 22.33 Elapsed Time (hr8 ) 22.59 22.67 .22.83n.ga 23.t7 23.33 23.s9 23.67 23.83 24.96 24.L7 24.33 24.s6 24.67 24.83 2s.AA 25.17 25.33 2s.sa 25.67 25.83 26.94 26.17 26.33 FIow (cf6)FIow (cfg) .as .95 .as .45 .gs .gs .as .gs .gs .as .as .gs .as .gs .gs .gs .As .As .gs .as .gs .gs .gs .As .as .gs .as .As .95 .gs .95 .95 .95 .96 .96 .46 .46 .46 .96 .46 .45 .46 .46 .46 .96 Hydrograph: Storm Event: FiIe Name: FIorrt(cfs) Peak Q .97 cf e .96 .96 .46 .96 .46 .96 .96 .46 .97 .66 .94 .93 .92 .92.at .gL .aL .aL .gg .gg .ag .aa .aa .ag .aa .L7 .33 .59 .67 .83 L.ga 1. 17. 1.33 r.s6 t.67 1.83 2.96 2.L7 2.33 2.sg 2.67 2.83 3.AA 3.L7 3.33 3.sg 3.67 3.83 4.gg 4.L7 4.33 4.sa 4.67 4.83 s.aa 5.17 5.33 s.sa 5.67 s.83 6.AA 6.L7 6.33 6.sA 6.67 5.83 7.aa 7.L7 7.33 .gg .aa .96 .sa .gg .ag .aa .gg .ag .ag .ga .ag .ga .ga .gg .gg .gg .ag .aa .ga .aa .ag .ga .aa .ga .ag .ga .aa .aa .ga .aa .ga .aa .ag .aa .ga .ga .aa .ag .aa .gg .gg .aa .ag .ag 7.sa 7.67 7.83 8.Ag 8. L7 8. 33 8.59 8.67 8.83 e.aa 9.17 9.33 9.sA 9.67 9.83 Lg.aa ta.r7 L4.33 LA.sA L9.67 L9.83 LT.AA 11.17 11. 33 tL.sa 11. 67 11.83 t2.ag L2.L7 12.33 L2.sa t2.67 12.83 t3.Ag 13.17 13.33 ]-3.sa 13.67 13.83 L4.ag L4.L7 14.33 L4.sa L4.67 14.83 .gg .aa .ag .aa .gg .aa .aa .aa .aa .aa .ga .ag .ag .gg .aa .ar.gt .aL .92 .42 .92 .42 .42 .92 .43 .93 .93 .93 .44 .44 .44 .44 .94 .44 .44 .94 .94 .44 .44 .44 .as .gs .As .as .gs 3s HYDROGRAPH LISTING Elapsed Time (hra) 3 25 year PRE3.25 Elapaed Time (hrs) Flow (cf8) Elapsed Time (hrs) 22.59 22.67 .'22.83'23.ga 23.r7 23.33 23.59 23.67 23.83 24.94 24.L7 24.33 24.s6 24.67 24.83 2s.aa 25.17 2s.33 25.sg 2s.67 25.83 Flow (cfs ) Elapsed Tirne (hrs) $.aa 15. 17 15. 33 rs.5A 15. 67 ls.83 ]-6.AA 16. 17 16.33 76.s9 L6.67 16.83 L7.Ag L7.L7 17.33 L7.59 L7.67 17.83 fi.ga 18.17 18.33 L8.54 18.67 18.83 L9.AA 19.17 19.33 L9.54 L9.67 19.83 2A.gg 24.L7 24.33 2g.sa 29.67 29.83 2r.gg 2L.L7 2L.33 2L.sg 2L.67 21. 83 22.44 22.17 22.33 FIow (cfs) .2t .24 .29 .24 .29 .29 .29 .29 .24 .29 .19 .18 .18 .L7 .t7 .L7 .L7 .L7 .17 .L7 .17 .L7 .t7 .L7 .L7 .L7 .L7 .L7 .L7 .L7 .L7 .L7 .L7 .L7 .L7 .L7 .L7 .17 .L7 .t7 .t7 .17 .17 .L7 Hydrograph: Storm Event: File Name: Flow (cfs ) Peak Q .51 cfe .aa .L7 .33 .sg .67 .83 L.ga- 1. 17 1.33 L.sa L.67 1.83 2.Ag 2.L7 2.33 2.sa 2.67 2.83 3.Ag 3.17 3.33 3.sg 3.67 3.83 4.gg 4.t7 4.33 4.sg 4.67 4.83 s.gg 5.t7 5.33 s.sa 5.67 s.83 6.AA 6.t7 6.33 6.SA 5.67 6.83 7.69 7.t7 7.33 .ag .gg .aa .gg .ga .aa .ga .ga .gg .gg .aa .ga .ga .ag .ga .gg .ga .aa .90 .ga .ga .gg .46 .gg .46 .ga .aa .ga .gg .aa .aa .ga .aa .ga .gr .42 .42 .93 .44 .45 .46 .ae .tg .13 .16 7.sg 7.67 7.83 8.ga 8. 17 8.33 8.sg 8.67 8. 83 e.ag 9. 17 9.33 9.sA 9.67 9.83 tg.ag 14.77 t9.33 ta.sa \9.67 10.83 , LL.gg 11.17 11.33 Lt.5a TL.67 11.83 t2.aa L2.L7 12.33 t2.sa L2.67 12.83 B.Ag 13. 17 13.33 L3.sg t3.67 13.83 L4.gg t4.L7 14. 33 ]-4.sa 14.67 14.83 .23 .38 .sa .51 .49 .46 .44 .4L .37 .35 .33 .31 .34 .29 .29 .29 .29 .29 .29 .28 .L7 .L7 .L7 .17 .L7 .L7 .18 .18 .18 .15 .L2 .49 .47 .as .94 .ga .gg .aa .aa .ag .aa .20 'i .27 .27 .26 .26 .25 .26 .25 .26 .26 .26 .26 .25 .24 .23 .23 .23 .22 .22 .22 .22 .22 .22 .22 .22 .2L 36 HYDROGR,APH LISTING Elapaed Time (hrs ) .ag .17 .33 .sg .67 .83 L.ggt.tf 1.33 L.sg 1. 67 1.83 2.gg 2.L7 2.33 2.Sg 2.67 2.83 3.gg 3.17 3.33 3.54 3. 67 3,83 4.ga 4.L7 4.33 4.sg 4.67 4.83 s.gg 5. 17 5.33 s.sg 5.67 5.83 6.Ag 6.L7 6. 33 6.sg 6.67 6. 83 7.aa 7.17 7.33 4 25 year PRE4.25 Elapeed Time (hrs ) .sa .67 .83 .gg .33 .sg .67 .83 .gg FIow (cfs) Elapeed Tirne (hre) rs.gg 15.17 ls.33 Ls.sg L5.67 15.83 L6.gq 16. 17 16.33 L6.59 L6.67 16.83 L7.ag t7.L7 17.33 L7.54 t7.67 17.83 L8.AA 1.8.17 18.33 L8.sa 18.57 18.83 L9.ag 19.17 19.33 L9.sA 19.57 19.83 2A.Ag 29.t7 24.33 2A.59 24.67 29.83 2L.ga 21.L7 21. 33 2L.s6 2L.67 21. 83 22.44 22.L7 22.33 Flow (cf8) .36 .36 .35 .35 .3s .35 .35 .35 .35 .3s .34 .33 .32 .32 .31 .31 .34 .39 .39 .34 .36 .39 .39 .34 .39 .34 .34 .39 .39 .sg .34 .39 .34 .34 .34 .34 .39 .39 .31 .31 .31 .31 .31 .31 .31 Elapsed Time (hre ) 22.s9 22.67 '22.83 lzg.gg 23.L7 23.33 23.s6 23.67 23.83 24.A4 24.t7 24.33 24.s4 24.67 24.83 2s.gg 25.L7 25.33 2s.54 25.67 25.83 26.94 26.17 26.33 FIow (cfs) Hydrograph: Storm Event: FiIe Name: Flow (cfE ) PeakQ= .57 cfE .ga .06 .sg .gg .ga .46 .gg .gg .sa .gg .ga .gg .ga .ag .gg .ga .ga .aa .ga .ga .aq .gg .aa .ag .ga .ag .gg .ga .ag .aa .gg .aa .gg .96 .ga .gg .gg .aa .ga .ga .aL .93 .as .47 .11 tg.ag Lg.L7 L4.33 rg.sg t4.67 19.83 77.99 11.17 11.33 Ll.sA Lt.67 11.83 t2.aa L2.L7 12.33 t2.sA t2.67 ].'2.83 B.Ag 13. 17 13. 33 ]''3.sg L3.67 13. 83 t4.ga 14. 17 14. 33 ]-4.54 L4.67 14. 83 .19 .36 .52 .57 .57 .57 .56 .55 .52 .sg .48 .47 .46 .45 .45 .45 .45 .45 .45 .45 .44 .43 .43 .42 .42 .42 .42 .42 .42 .43 .43 .42 .4L .44 .39 .39 .38 .38 .38 .38 .38 .38 .38 .37 .37 .L7 .17 .33 .sa .67 7 7 7 8 8 II 8 8 9 9 9 9 9 9 83 .31 .31 .31 .31 .31 .32 .32 .32 .32 .29 .24 .19 .16 .13 .74 .98 .97 .46 .ag .ga .aa .gg .gg .aa 37 HYDROGRAPH LISTING Elapeed Time (hrE) 5 25 year PREs.25 Elapeed Tine (hral FIow (cf s) Elapaed TLme (hr8) ts.gg 15.17 15.33 Ls.sg 15.67 15.83 rc.ga 16.17 15.33 L6.sg 16.67 16.83 L7.gA L7.t7 17.33 sa .83 .ag .L7 .33 .sg .67 .83 .aa .L7 Elapsed Time (hrs) FIow (cfE) Flow (cfg ) .28 ,28 .28 .28 .28 .28 .27 .27 .27 .28 .27 .26 .26 .25 .25 .24 .24 .24 .24 .23 .23 .23 .23 .23 .23 .23 .23 .23 .23 .23 .24 .24 .24 .24 .24 .24 .24 .24 .24 .24 .24 .24 .24 .24 .24 Hydrograph: Stor:m Event:File Name: Flow (cf6 ) Peakg= .44 cfE .ga .L7 .33 .sa .67 .83 t.ag 1.17- 1.33 t.5g L.67 1.83 2.ga 2.L7 2.33 2.sA 2.67 2.83 3.Ag 3.17 3.33 3.sa 3. 57 3.83 4.ga 4.t7 4.33 4.59 4.67 4.83 s.a6 5. 17 5.33 s.5g 5.67 s.83 6.AA 6.r7 6.33 6.sg 6.67 5.83 7.gg 7.17 7.33 .gg .ga .ga .gg .aa .ag .ga .gg .46 .aa .46 .ga .aa .ga .gg .ga .ag .aa .aa .aa .ga .aa .gg .ag .aa .ga .ga .ga .gg .aa .gg .aa .ag .ga .ga .ga .gg .sa .aa .dg .gL .42 .04 .46 .99 7.sg ta.L7 L4.33 Lg.sa L9.67 t4.83 tL.6A 11.17 11.33 .sg .67 .83 .aa 33 sa .83 .ag .L7 .33 .59 .67 .83 .gg .17 .33 L4.54 L4.67 14.83 .14 .27 .44 .44 .44 .44 .44 .43 .49 .39 .38 .37 .36 .35 .3s .35 .35 .36 .36 .35 .35 .34 .34 .33 .33 .33 .33 .33 .33 .34 .34 .33 .32 .32 .31 .34 .34 .39 .34 .39 .34 .39 .39 .29 .29 22.s4 22.67 22.83'n.aa 23.L7 23.33n.sa 23.67 23.83 24.46 24.L7 24.33 24.s4 24.67 24.83 2s.gg 25.L7 2s.33 2s.59 2s.67 2s.83 26.44 26.L7 26.33 26.s9 .24 .25 .25 .25 .25 .25 .25 -- .25 .25 .23 .19 .1s .13 .ta .99 .97 .46 .as .44 .aa .ga .aa .aa .aa .gg 7.67 7.83 8.90 8. 17 8.33 8.Sg 8.67 8.83 e.ag 9.17 9.33 9.59 9.67 9.83 Lg.ga .L7 67 11 1.1 11 t2 t2 t2 L2 L2 L2 13 13 13 13 13 13 L4 I4 L4 .67 L7 L7 L7 18 18 18 18 18 18 19 19 19.33 t9.sg L9.67 19.83 2g.ag 24.L7 29.33 2A.sg 29.67 24.83 2L.gg 21.L7 21.33 2t.54 2L.67 21.83 22.49 22.L7 22.33 3B HYDROGF"APH LISTING EIapEed Tlme (hrs l z 25 year PREZ. 2 5 Elapsed Tine (hrs) .83 .ag .17 .33 .sa .67 .83 .ga .L7 .33 .5q .67 .83 .gg L9.83 LL.gA 11. 17 11.33 Lt.sg LL.67 11.83 ].,2.AA t2.L7 12.33 sg .83 .aa .77 .33 .sg -67 13.83 L4.ga t4.17 14.33 L4.54 t4.67 14. 83 Flow (cfe) .65 1. 15 1. 61 t.72 t.7g 1. 66 1. 53 1. 57 1. 46 L.4A 1.34 L.3g L.26 L.24 t.23 \.24 L.24 r.24t.2s L.23 t.2L 1. 19 1. 17 1. 15 1.16 1.16 1. 15 1.16 L.17 1. 19 1. X9 1. 16 L.L2 t.Lg L.a8 L.67 t.a4 L.a4 L.a4 L.g4 L.as L.gs L.as t.g3 L.a2 Elapeed Time (hr8) Ls.aa 15. 17 15.33 ls. s0 15. 5? ls.83 t6.gg 16.17 x6.33 t6.sA L6.67 16.83 n.aa L7.L7 17.33n.sa L7.67 17.83 L8.aa 18.17 18.33 L8.54 18.67 18.83 L9.ga 19.17 19.33 L9.59 L9.67 19.83 2a.aa 29.L7 24.33 29.59 24.67 24.83 2L.aa 2L.17 21. 33 2L.sg 21.57 21. 83 22.99 22.r7 22.33 Flow (cfs) Elapeed Time (hr6) 22.54 22.67 -'22.83'23.49 .I7 .33 .sg .83 .ag 24.L7 24.33 24.s9 24.67 24.83 2s.gg 25.L7 2s.33 2s.sa 2s.67 25.83 26.94 26.L7 26.33 26.s4 26.67 26.83 27.94 FIow (cfE) HydrograPh: storm Event: FiIe Name: Flow (cfs) .ga .96 .ga .ag .aa .gg .aa .ga .gg .ga .aa .ga .ag .ga .ag .gg .ga .aa .ag .gg .ga .aa .gg .aa .ga .ag .gg .ga .gg .ga .ga .gg .gg .ag .aL .93 .93 .94 .96 .97 .ra .16 .23 .31 .42 Peak Q L.72 cf s .ga .t7 .33 .s6 .67 .83 L.gQ 1.17 1,33 L.sg L.67 1.83 2.AA 2.L7 2.33 2.sg 2.67 2.83 3.AA 3. 17 3.33 3.sa 3. 6? 3.83 4.gg 4.L7 4.33 4.SA 4.67 4.83 5.04 5.L7 5.33 s.sg 5.67 5. 83 6.gg 6.L7 6.33 6.sa 6.67 6.83 7.gg 7.L7 7.33 .67 23 23 23 23 23 24 sg .67 L7 33 sg 67 7 7 7 II 8 8 8I 9 9 9 9 9 9 L6 tg LA ta M L.ag .99 .97 .97 .97 .97 .96 .96 .96 .97 .95 .92 .94 .88 .86 .85 .84 .84 .84 .83 .83 .83 .83 .83 .83 .83 .83 .83 .83 .83 .84 .84 .84 .85 .85 .85 .85 .85 .86 .86 .85 .86 .86 .85 .86 .86 .87 .87 .87 .87 .88 .89 .89 .94 .81 .55 .51 .42 .33 .27 .18 .16 .L2 .44 .ag .aa .aa .gg .ag .ga .ag .ag .ga .67 L2 L2 t2 13 13 13 13 13 31 HYDROGR,APH LISTING EIap8ed Tine (hrg ) .gg .L7 .33 .sg .67 .83 L.AA 1.17 1.33 L.sg t.67 1.83 2.gg 2.L7 2.33 2.SA 2.67 2.83 3.ag 3.17 3.33 3.sg 3.67 3.83 4.ga 4.17 4.33 4.59 4.67 4.83 s.aa s.17 s.33 s.sg 5.67 s.83 6.AA 6.L7 5.33 6.sg 6.67 6.83 7.ag 7.L7 7.33 I IAA year PRE1.1g0 7.54 7.67 ?.83 8.AA 8. 17 8.33 8.59 8.67 8.83 e.gg 9.17 9.33 9.sg 9.67 9.83 Lg.ga LA.L7 10.33 ta.sa L9.67 L4.83 LL.A6 11.17 11.33 LL.5g 11.6? 11.83 L2.ga L2.T7 L2.33 L2.59 L2.67 L2.83 L3.gg 13.17 13.33 L3.54 13.67 13.83 L4.aa t4.L7 14.33 t4.59 L4.67 14.83 Flow (cfs) Elapeed Time (hrs) t6.67 16.83 t7.ga t7.L7 17.33n.sa L7.67 17.83 t8.AA 18.17 18.33 L8.Sa 18.67 18.83 D.ga 19. 17 19.33 L9.54 t9.67 L9.83 2a.ag 24.L7 29.33 2q.sg 24.67 24.83 2t.aa 2!.L7 21.33 2L.sg 2r.67 21.83 22.99 22.r7 22.33 Flow (cfs) .14 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .L2 .L2 .L2 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 Elapeed Tlme (hrs 1 .sa .67 .83 .aa .33 .sa .6'l 23.83 24.A4 24.17 24.33 24.s4 24.6? 24.83 2s.A6 2s.t7 2s.33 25.54 25.67 2s.83 26.94 Flow (cfs) HydrograPh: Storm Event: File Name: Flow ( cf8, PeakQ= '34 cfe Elapeed Time (hrs) .gg .ga .gg .ga .gg .aa .gg .aa .aa .aa .gg .ga .ga .aa .gg .gg .ga .ga .gg .ag .aa .aa .90 .ga .aa .aa .aa .aa .ag .aa .gL .gL .6L .92 .92 .43 .93 .94 .94 .gs .q6 .97 .98 .LA .12 .16 .25 .32 .34 .33 .31 .34 .29 .27 .25 .24 .23 .22.2t .2L .27 .29 .24 .29 .2a .19 .19 .18 .18 .18 .L7 .17 .L7 .17 .17 .L7 .L7 .16 .15 .15 .15 .15 .15 .15 .15 .14 .14 .14 .L4 .L4 .17 22 22 22 23 23 23 23 23 $.aa L5. 17 1s.33 rs.5a 15.67 1s.83 t6.ga 16.17 16.33 16.sg .11 .11 .11 .11 .11 .11 .11 .11 .11 .La .98 .97 .46 .gs .44 .43 .gg .ga .aa .ga .gg .ga 1U HYDROGRAPH LISTING ElapBed Tirne (hrs) 2 IAO year PRE2.TAg Elapsed Time (hre) 7.sg 7.67 7.83 9.83 Lg.aa Lg.L7 t9.33 Lg.5a L4.67 14.83 LL.AA 11.17 11.33 ],L.sa Ll.67 11.83 t2.Ag 13.67 13. 83 L4.aa L4.17 14.33 L4.54 t4.67 14.83 Flow (cfB) .aa .ga .ag .aL .gL .92 .93 .43 .94 .44 .95 .as .as .46 .46 .47 .47 .98 .48 .48 .98 .48 .99 .09 .99 .49 .ge.ta .LA .tg .ra .La .tg .Lg .La .La .Lg .La .La .La .La .La .Lg .rg .Lg Elapaed Tirne (hrs) $.ga 15.17 15. 33 Ls.5A 15. 67 15.83 L6.gg 16.17 16.33 L6.sa 16.67 16.83 L7.ag L7.L7 17.33 L7.59 L7.67 17.83 t8.AA 18.17 18.33 L8.sg 18.67 18.83 t9.ga 19.17 19.33 L9.Sg 19.67 19.83 2A.Ag 24.r7 24.33 2g.sg 29.67 24.83 2L.ag 2T.L7 21.33 2r.sa 2L.67 2L.83 22.44 22.L7 22.33 Flow (cfs) Elapeed Tirne (hrs) 22.s4 22.67 22.83 23.99 23.L7 23.33 23.59 23.67 23.83 24.44 24.33 24.s4 24.67 24.83 2s.ag 25.17 2s.33 25.sa 25.67 2s.83 26.94 26.L7 26.33 Flow (cfE) .11 .11 .11 .11 .11 .11 .11 .11 .11 .La .48 .96 .94 .93 .92 .42 .gL .gt .ag .gg .aa .ag .aa .gg IlydrograPh: storm Event: File Name: Flow (cfg ) Peak Q = '11 cfe .ga .r7 .33 .sg .67 .83 L.Ag .ga .ag .aa .gg .gg .aa .ga .ga .gg .gg .gg .ag .gg .ga .aa .ga .ag .aa .66 .gg .ga .ga .aa .aa .aa .ag .ga .aa .ga .aa .gg .ga .gg .ag .ag .gg .aa .ag .ga .aa .ag .ga .aa .ga .ag 24.17 8.ga 8. 17 8.33 8.sg 8. 67 8.83 e.ag 9.t7 9.33 9.59 9.67 L2.L7 L2.33 ],2.54 L2.67 12.83 L3.AA l_3. 1? 13.33 L3.59 1.17- 1. 33 L.sg L.67 1.83 2.ga 2.L7 2.33 2.54 2.67 2.83 3.gq 3.L7 3.33 3.sA 3.67 3.83 4.gg 4.17 4.33 4.sA 4.67 4.83 s.gg 5.17 5.33 5.sg 5.67 5.83 6.gg 6.L7 5.33 6.sg 6.67 6. 83 7.gg 7.L7 ?.33 .La .14 .LA .ta .La .Lg .Lg .La .ta .11 .La .Lg .La .La .49 .99 .49 .ae .99 .99 .ae .ge .ae .La .La .LA .La .Lg .La .Lg .La .La .Lg .La .ta .La .tg .ta .ra .ta .11 .11 .11 .11 .11 Lil HYDROGRAPH LISTING Elapeed Tlme (hre 1 3 LAQ year PRE3. 100 Elapsed Time (hre ) FIow (cfe) Elapsed Tine (hre) $.ag 15.1? ls.33 t5.sa 15.67 1s.83 L6.64 16.17 16.33 L6.s6 16.67 16.83 n.ga I7.t7 1.7.33 L7.sa L7.67 17.83 LS.ga 18.17 18.33 L8.54 18.67 18.83 re.ga 19.17 19.33 L9.54 L9.67 19.83 29.ga 29.L7 24.33 2A.sg 29.67 24.83 2r.ag 21.L7 2L.33 2t.sa 2r.67 2L.83 22.44 22.17 22.33 Flow (cfE) Flow (cfE) .29 .29 .28 .28 .28 .28 .28 .28 .28 .28 .27 .26 .2s .25 .24 .24 .24 .23 .23 .23 .23 .23 .23 .23 .23 .23 .23 .23 .23 .23 .23 .23 .23 .23 .23 .23 .23 .23 .23 Elapsed Time (hrg) 22.s9 22.67 22.83 '.23.96 23.L7 23.33 23.54 23.67 23.83 24.94 24.L7 24.33 24.54 24.67 24.83 25.49 25.t7 25.33 25.s4 25.67 HydrograPh: Storm Event: FtIe Name: Flow (cf8) PeakQ= .84 cfg .ag .17 .33 .59 .67 .83 L.AA 1.17' 1.33 L.Sa L.67 1.83 2.AA 2.t7 2.33 2.sA 2.67 2.83 3.46 3.17 3.33 3.sA 3.67 3.83 4.Ag 4.L7 4.33 4.sg 4.67 4.83 5.ag 5.17 s.33 s.sa s.67 s.83 6.AA 6.L7 6.33 6.56 6.67 6. 83 7.AA 7.L7 7.33 .ga .ga .66 .ga .aa .ga .gg .ag .aa .ag .ga .ag .96 .ag .gg .aa .ag .ga .gg .ga .gg .aa .aa .aa .gg .ga .gg .ga .gg.at .42 .92 .43 .44 .96 .47 .48.tg .11 .13 .15 .18 .2r .25 .39 7.sg 7.67 7.83 8.ga 8. 17 8.33 e.5g 8. 67 8.83 e.aa 9.L7 9.33 9.sa 9.67 9.83 Lg.aa Lg.t7 L4.33 .41 .65 .83 .84 .79 .73 .59 .64 .58 .54 .sg .48 .46 .44 .44 .43 .43 .42 .42 .41 .44 .39 .38 .38 .37 .37 .37 .37 .37 .37 .37 .36 .35 .33 .33 .32 .32 .31 .31 .31 .31 .31 .31 .34 .39 .24 .24 .24 .24 .24 .24 .24 .- .24 .24 .2L .L6 .12.ta .97 .ag .ag .aa .ag .ga .ag 17 tg LA ta 11 11 11 .sg .67 .83 .aa .33 LL.59 11.67 11.83 n.ag L2.17 12.33 L2.sg L2.67 12.83 B.AA 13. L7 13.33 L3.sg ]'3.67 13.83 74.94 14. 17 14.33 L4.56 L4.67 14. 83 .23 .24 .24 .24 .24 .24 nL HYDROGRAPH LISTING EIapBed Time (hrs) 4 LAQ yeat PREA.LAg Elapaed TLne (hre) 7.54 7.67 7.83 8.Ag 8.L7 8.33 8.sa 8. 67 8.83 9.gg 9.t7 9.33 9.sa 9.67 9.83 tg.gg TA.L7 L9.33 LA.sA t6.67 L4.83 Lt.ag 11.17 11.33 tL.sg LL.67 11.83 L2.aa L2.L7 12.33 L2.56 t2.67 12.83 B.ga 13. 17 13.33 n.sa t3.67 13.83 14.gg t4.r7 14. 33 14.sg t4.67 14.83 FIow (cfs) .46 .76 L.g3 t.g9 L.g? L.g4 t.aL .97 .91 .86 .82 .79 .77 .75 .74 .73 .73 .72 .72 .7L .69 .68 .67 .66 .65 .65 .55 .65 .65 .6s .65 .64 .62 .69 .59 .58 .57 .57 .s6 .56 .56 .56 .56 .55 .54 Elapsed Time (hr8 ) Flow (cfs) Elapeed Ti:ne (hr8) 22.s4 22.67 22.83 23.49 23.L7 23.33 23.s4 23.67 23.83 24.49 24.17 24.33 24.s9 24.67 24.83 25.Ag 2s.L7 2s.33 2s.sg 25.67 25.83 26.A4 26.L7 FIow (cf8) .44 .44 .44 .44 .44 .45 .45 .45 .45 .41 .33 .27 .22 .18.ls .L2 .tg .ga .aa .aa .aa .gg .gg HydrograPh: Storm Event: 81le Name: Flow (cfs) PeakQ= I.Q9 cfe .ga .L7 .33 .sg .67 .83 L.AA 1. 17- 1.33 L.sg L.67 1.83 2.ga 2.t7 2.33 2.sg 2.67 2.83 3.ga 3. 17 3.33 3.sA 3.67 3.83 4.AA 4.L7 4.33 4.sg 4.67 4.83 s.ag 5.17 s.33 s.sg 5.67 s.83 6.AA 6.17 6.33 6.59 6.67 5.83 7.AA 7.L7 ?.33 .ag .sa .aa .aa .96 .ga .gg .ga .gg .gg .ag :ga .gg .gg .ga .gg .aa .ga .ga .aa .ga .gg .aa .ga .aa .ag .ga .ag .ga .ga .aa .gg .ga .aa .gL .92 .93 .gs .96 .ge .11 .15 .19 .25 .32 L5.ga 15. 17 15.33 ]5.sg 15. 67 ls. 83 L6.96 16. 17 15.33 L6.sg t6.67 16.83 r7.ga L7.L7 17.33 L7.sa t7.67 17.83 L8.gg 18. 17 18.33 L8.sg L8.67 18.83 L9.ga 19.17 19.33 L9.59 L9.67 19.83 26.44 29.L7 24.33 29.54 24.67 29.83 2L.aa 2L.T7 21. 33 2L.sA 2L.67 21.83 22.46 22.L7 22.33 .53 .52 .s2 .52 .51 .51 .51 .51 .51 .51 .sa .48 .47 .46 .45 .44 .44 .44 .43 .43 .43 .43 .43 .43 .43 .43 .43 .43 .43 .43 .43 .43 .43 .43 .43 .43 .43 .43 .43 .44 .44 .44 .44 .44 .44 113 HYDROGRAPH LISTING Elapeed Time (hrs ) 5 I9A year PREs. rg0 Elapeed Time (hr8) .sg .67 .83 .gg .17 .33 .sg .83 .aa .L7 .33 19. ta. L9.33 ta.sg L6.67 t9.83 LUA6 L7 33 sa .83 FIow (cfs) Elapsed Time (hrs) FIow (cf8) Elapeed Time (hrs) 22.s4 22.67 22.83-8.44 23.L7 23.33 23.s4 23.67 23.83 24.64 24.L7 24.33 24.54 24.67 24.83 2s.ga 2s.17 25.33 25.s4 25.67 2s,83 26.04 26.L7 Flow (cfs) Hydrograph: storm Event:Sile Name: Flow (cfB) PeakQ= .84 cfa .aa .L7 .33 .sa .67 .83 t.ag 1. 17* 1.33 L.Sg L.67 1.83 2.AA 2.L7 2.33 2.59 2.67 2.83 3.AA 3.17 3.33 3.sg 3.67 3.83 4.Ag 4.t7 4.33 4.s6 4.67 4.83 5.96 5.17 s.33 s.sg 5.67 s.83 6.46 6.L7 6.33 6.Sg 6.67 5.83 7.ag 7.L7 7.33 .ag .ga .ga .gg .ag .gg .ga .gg .gg .gg .46 .gg .ga .gg .gg .aa .aa .aa .aa .gg .ga .aa .ag .ga .aa .gg .aa .gg .aa .ga .gg .gg .gg .aa .gt .at .92 .43 .gs .96 .49 .L2 .15 .19 .24 .35 .59 .79 .84 .83 .89 .79 .76.7I .67 .64 .62 .64 .s9 .58 .s8 .57 .57 .s7 .56 .55 .53 .53 .52 .51 .51 .51 .51 .51 .51 .51 .sg .49 .47 .46 .46 .45 .45 .44 .44 .44 .44 .44 .43 .43 LS.ag 15. 17 15.33 $.54 15. 67 1s.83 L6.gg 16.17 15.33 t6.sa 15.67 16.83 L7.gg L7.T7 1?.33 L7.59 L7.67 17.83 L8.ga 18.17 18.33 L8.59 18.67 18.83 Le.gg 19.17 19.33 L9.59 L9.67 19.83 2g.ga 24.L7 24.33 2A.sg 24.67 26.83 2r.ag 2t.t7 21.33 2L.sA 2I.67 21.83 22.94 22.t7 22.33 .42 .4t .4L .41 .44 .44 .44 .49 .49 .49 .39 .38 .37 .36 .36 .35 .35 .34 .34 .34 .34 .34 .34 .34 .34 .34 .34 .34 .34 .34 .34 .34 .34 .34 .34 .34 .34 .34 .34 .34 .34 .34 .34 .35 .35 .35 .35 .35 .35 .35 .35 .35 .35 .35 .32 .26 .22 .18 .15 .L2 .Lg .98 .ga .aa .ag .gg .aa .ag sg 67 83 aa L7 7 7 7 8 8 I I 8 8 o 9 9 9 9 9 67 .67 11 11 11 11 11 L2.aa L2.t7 12.33 L2.sA L2.67 12.83 B.AA 13.17 13.33 t3.sg 13.67 13.83 L4.ag t4.17 14.33 t4.sg L4.67 14.83 11 HYDROGRAPH LISTING Elapaed Time (hrs) z IAA yeat PNEZ.l6a Elapeed Tlme (hre) Flow (cf 6) Elapsed Tirne (hrs) Flow (cfs) Elapsed Time (hrs) FIow (cfg) Hydrograph: Storm Event: File Name: Flow (cf8) Peak Q 3.L2 cfe .aa .17 .33 .sa .67 .83 L.ga 1.1z. 1.33 L.5g L.67 1.83 2.gg 2.L? 2.33 2.sa 2.67 2.83 3.ga 3.17 3.33 3iSA 3.67 3.83 4.Ag 4.L7 4.33 4.sA 4.67 4.83 s.ag 5.L7 5.33 s.sa 5.67 s.83 6.Ag 6.t7 5.33 6.sg 6.67 5.83 7.ga 7.L7 7.33 .ga .gg .ag .aa .aa .gg .ga .ga .ga .aa .46 .gg .ga .aa .04 .aa .ga .gg .ga .aa .ag .aa .gg .aa .aa .ag .ga .as .ga .AL .43 .43 .94 .46 .L6 .L3 .16 .22 .26 .32 .41 .52 .63 .79 .98 7.sa 7.67 7. 83 8.ga 8. 17 8.33 8.sA 8.67 8.83 e.gg 9.L7 9.33 9.sa 9.67 9.83 M.ga Lg.t7 L9.33 LA.sA t4.67 L9.83 TL.gg 11.17 11.33 LL.5A 11.67 11.83 L2.ga L2.t7 12.33 L2.sg L2.67 L2.83 fi.ag 13.17 13.33 L3.sA 13.67 13.83 ].4.ga L4.17 14.33 L4.sa L4.67 1.4. 83 1. 38 2.25 2.97 3.L2 3.93 2.99 2.42 2.69 2.5t 2.36 2.25 2.L7 2.LA 2.gs 2.43 2.92 2.Ag 1. 99 1.99 1.96 1.91 L.A7 1.85 1.83 L.8A L.79 L.79 t.8a L.8A L.8A L.8g r.77 L.72 1. 66 1. 63 1. 61 1. s9 1. 58 1. 55 1. s6 1.55 1. 55 1. 55 L.s2 1.51 Ls.aa ls. 17 15.33 Ls.s6 15.57 15.83 L6.gq 16.17 15.33 L6.sg L6.67 16.83 n.ga L7.L7 t-7.33 L7.s6 t7.67 17.83 L8.ga 18.17 18.33 ].8.54 18. 67 18.83 L9.ag 19.17 19.33 L9.sg 19. 67 19.83 24.46 29.L7 24.33 2g.sa 29.67 24.83 2t.aa 2L.L7 2t.33 2L.59 21.67 2L.83 22.99 22.t7 22.33 1.48 1.45 r.44 t.44 L.42 L.42 t.42 L.42 t.42 1..43 1.39 x.34 1.31 L.29 L.25 L.23 t.23 L.2l L.2a L.2A t.2g L.2A L.2a L.2lr.2lt.2l L.2! L.2l L.2L L.2t L.2L t.2L L.2L L.2L L.2L L.2L L.2L t.2L L.2L t.22 L.24 L.24 L.24 !.25 L.25 22.s9 22.67 .22.83 23.99 23.L7 23.33 23.54 23.67 23.83 24.A4 24.L7 24.33 24.s9 24.67 24.83 2s.aa 25.17 2s.33 2s.s6 25.67 2s.83 26.44 26.L7 26.33 26.s9 26.67 26.83 27.A9 L.25 l.2s L.2s L.25 L.25 t.26 t.26 L.26 t.26 1. 14 .91 .74 .64 .48 .33 .27 .19 .gL .aa .ag .a6 .aa .ag .gg .aa .ga .ag .gg q5 Cam bell PUD opment Runoff 15 Elapsed Time (hns) n 25 30 yr = 0.23 cfr - 25yr = 1 .72ds -. 100yr = 3.12 cfs P o t) ;otr 1 1 0 Ll6 f ime of Concentration (Tc) Calc's Canpbell RD - Proposed Basin I SHEET FI.OI' Sheet flow Manning's n (DE Table Ill-t.4): 2 yr, 24 hr rainfall (in): Slope of flow path (ft/ft): Length (L) of flow path (ft): OPEN CHrA,lO,lEL FI-OIVelocity factor (k) (FE Table III-1.4): Slope of flow path (ft/ttlz Length (L) of flow path (ft): Travel time for sheet f low= 33.37'min Sl-|,{Ll-OP GICENTRATED FI-Oil Velocity factor (k) (FE Table I I I-l .4): I I - Slope of flow path (tt/tt): z.Offi Length (L) of flow path (ft): 100 o.t5 I 0.40% 100 t7 1.50% 50 Travel time for shallow concentrated flow : t.07 min Travel time for shallow concentrated flow = Q.40 min OPEN CI{A}NEL FI.CN' Velocity factor (k) (m,E Table III-1.&): 17. Slope of flow path (tt/ft): 0.110% Length (L) of flow path (ft): 0 Total Time of C-oncentration = Rounded to: Travel time for shallow concentrated flow = Q.00 min 34.84 min 35 min L1 I Tinre of Concentration (Tc) Calc's Canpbell PtD '- Proposed Basin 2 SHEET FL T Sheet f low Manning's n (tDE Table I I l-1.0): 2 yr, 24 hr rainfall (in): Slope of flow path (tt/ft):' Length (t-) ot flow path (ft): SIIALI-OT/ CU\ICENTRATED FI-OT veroci tv ract:i.$'.fT"l"li:n' I l;);li ; Lensth (L) of flow path (ft): OFEN CMTO{EL FI.Ctr Velocity factor (k) (FE Table III.-1.4): Slope of flow path (tt/tt)z Length (L) of flow path (ft): OFEN CMN.IEL FICI[Velocity factor (k) (mE Table III-1.4): Slope of flow path (f.t/ft): Length (L) of flow path (ft): Travel time for shallow concentrated flow = t.24 min 0.r5 I 3.00% 150 Travel time for sheet f low= 20.61: min lt 6.00% 200 l7 3.00fr 600 t7 0.40fr 600 Travel time for shallow concentrated flow = J.40 min Travel time for shallow concentrated flow = t.30 min Total Time of Concentration = Rounded to: 34.55 min 35 min -ro Time of Concentration (Tc) Calc's Canpbel I R.D - Proposed Basin 3 SHEET FI,OT/ Sheet f low [,lanning's n (NE Table I I l*t.4): 2 yr, 2tl hr rainfall (in): Slope of flow path (ft/ft): Length (L) of flow path (ft): 0. l5 I 3.00% t50 Travcl time for sheet flow= 20.6l.min SF!{LI-q[ SCENTRATED FI-OVVelocity factor (k) (r!E Table ilt-l.4): ll Slope of flow path (tt/tt): 6.00%t Length (L) of flow path (ft): 2OO Travel time for shallow concentrated flow = t.24 min OPEN OIAIS{EL FI.O[Velocity factor (k) (FE Table III-1.4): 17 Slope of f low path ( t.t/f.t): 3.00% Lensth (L) of flow path (ft): 600 OPEN O{AN{EL FI-OT Velocity factor (k) (EpE Table III-1.4): tz Slope of flow path (tt/tt): 6.00% Length (L) of flow path (ft): 1000 Total Time of Concentration = Rounded to: Travel time for shallow concentrated flow = J,.40 min Travel time for shallow concentrated flow = 4.00 min 29.25 mLn 29 min qq Time of Concentration (Tc) Calc's Canpbell Pt-D - Proposed Basin tr SHEET FI-OV Sheet f low ltlanning's n (DE Table III- 2 ,,r, 24 hr rainfall Slope of flow path (ft Length (L) of flow path 1.4(in /tt(tt ): ): ):): 0.t5 I 8.00% 150 Travel tinre for sheet flow= 13.92:min SI{AI-I-CN' @\ICENTRATED FI-OT/Velocity factor (k) (DE Table I I I-1.4): I I- L"il?i',li ii"l,3i'1"$'{fli: '';37 OPEN C}IAN{EL FI.CFVelocity factor (k) (FE Table III-1.4): 17 Slope of flow path (ft/tt)z 5.00% Length (t-) ot flow path (ft): 800 OFEN CHAN{EL FI-CSvelocity factor (k) (mE Table III-1.4): 17 Slope of flow path (tt/tt)z ' 6.00% Length (L) of flow path (ft): 1000 Travel time for shallow concentrated flow = Q.87 min Travel time for shallow concentrated flow = J.20 min Travel time for shallow concentrated flow = 4.00 min Total Time of Concentration = Rounded to: 22.00 min 22 min 5D 'l'inxr of Concerrtration (Tc) (blc's Canpbell RD - Proposed Basin 5 sr{EET Fr-Op Sheet f low M;rnning's n (DE Table lll'-1.4): 2 yr, 2& hr rainfall (in): Slope of flow path (ft/ft)z Lensth (L) of flow path (ft): oPEN CMTS.IEL FI-Cff Velocity factor (k) (tDE, Table III-1.4): Slope ofiflow path (tt/tt): Leneth (L) of flow path (ft): Trave I time for sheet f low= 24.24-min SI{ALI-Oil O\CENIRATED FI.,OT Velocity factor (k) (DE Table III-l.tt): ll' L.ij:fl",ii ii"l,3i'i"1fr'{flli 'o;33* OPEN O{AI\NEL FI-Cff Veloci ty factor (k) (mE Table I I I-l ,4) : 17 Slope of flow path (ft/tt): 6.00ft Length (L) of flow path (tt): 800 Travel time for shallow concentrated flow = t.4l+ min 0. r5 I 8.00% 300 t7 5.00% 1000 Travel time for shallow concentrated flow = ).20 min Travel tinre for shallow concentrated flow = 4.00 min Total Time of Concentration = Rounded to: 32.88 min 33 min 5t STORHT{ATER HANAGEHENT KANUAL FOR THE PUCET SOUND BASIN Table III-1.3 Scs WesEorn Wachlngton Runoff Curve Numberg (publlehed by SCS ln 19821 Runoff curvc numbera for eelected agrlcultural, auburban and urban Iand uso for 1A ralnfall dlgtrlbutlon 24-hour storn duratlon. For a more detalled degcription of agrlcultural land use curve numberg referto National Englneerlng Handbook, Sec. 4, Hydrology, Chapter 9, Auguat 1972. Asgumes roof and driveway runoff ls dlrected lnto atreet/atorm ayatem.The remalnlng pervloua areas (Iawn) are.consldered to be in goodcondltlon for these curve numberg. I +b #t*3 ftrl d (1) 2 3 i r r-l- IAIID USE DESCRIPTION CURI/E NUHEERS BY HYDROIPGIC SOTL GROUPABCD Cultlvated Iand(1) I wlnter condltlon 86 91 94 9s Mountaln op€n areaas lotr growLng bruah & gragglandg 74 .82 89 92 t{eadow or pagturer 65 78 85 89 tlood or foregt landt l{ood or for6st landr Orchard: undigturbed young second growth or bruah wlth cover crop 42 55 81 54 72 88 92 76 81 86 94 Iawno, parke, golf couraes, ceoeterles, graas cover on l?st of the #?-' s6 cover on 5O-75t ofareagrathearea Falr condltLon: Good condltlon: Open apacea,Iandacaplng. 80 85 90 9277 @ 90 Gravel roada & parklng lotgc Dl.rt roads & parklnE lotss 76 72 85 82 89 87 91 6g Impervloua surfacea, open water bodlesr pavement, roofg etc. lakes, wetlanda, ponds etc. 98 100 98 100 98 100 98 100 Sl,ngle fanlly regl.dentl.al (2) : Dwe1llng Unlt/Grosa Acre tfrnpervl.oue(3) 1.5 2.O 2.5 3.0 3.5 4.0 4.55.0 5.5 6.0 6.5 7.0 DU/CA DUlcA DU/cA DU/GA DU/cA DU/GA ,,dDU/GA ' DUlcA DUlGA DUlcA DulcA DUlcA fus* zo.3C. 1.0 DU/GA 48 50 52 54 55 PUD'a, condoa, apartmenta,corrnerclal bualnegsea &induatrlal areaa ttmpervtoua must be computed 15 20 23 30 34 38 #r.*scF Separategha1l be9 pervloue I portlonsor bagl.n curye nunbergelected for& Lnpervloueof the gLte 2 FEBRUARY, 1992 5L TTTDROI.OGIC DATA FOR EACH t.oT Total 2 year, Total 25 year, Total L00 year, widrh(fr) n= n=n= 24 24 24 hour precip' hour precip' hour precip' Total Area (se ft) inches inches inches I 2 2.5 Post-developrnent Lot Length(fL) Total Area (acres) Penr Ctl Inper Perg't TcGr Ingier (min)No I 2 3 4 5 n/a -n/a'n/a n/a n/a a/a n/a n/a n/a n/a n/a rL/a n/a n/a n/a 43,44 43.4t 43.4t 43.44 6.Ae6 35 35 29' 22 51 2.3606 s.L000 s.o00a LA.sga6 8.3066 86 68 86 85 81 98 98 98 98 98 s3 KING COUNTY DEPARTI.{ENT OF PUBLIC T{ORKS Surface Water llanagement Division HYDROGRAPH PROGRMS Version 4.20 2- 4- R- 6- 8-9-tg- INFO ON THIS PROGRAI.I SBT'IIID ROUTE ROUTE2 ADDIIID BASEFI,OW PLOTSYD DATA RDFAC RETI'RN BO DOS ENTER OPTION: SBI'B/SCS I,IETEOD FOR CoUPUTING RITNOFF ITyDROGRAPE S$ORI,I OPTIONS: 1 - S.C.S. rvPE-LA 2 - ?-DAY DESIGN SIIORI.I 3 - S$OR}I DATA FTI.E SPECINT SIIORU OPTION: 1 S.C.S. TTPE-TA NATNFALL DISTRIBUTION ENIER: rREQ(yEAR,, DtRATIoN(HOI'R), PRECIP(INCHES) 2 24.99 L.Ag ******************** s. c. s. TYPE-IA DISTRIBUTION ******************** *******.** 2-yEAR 24-HOUR STORI{ **** t.Ag, TOTAL PRECIP. ********* ENTER: A( 1.3 ), cN(PERV),.g t.g 1PERV IMPERVIOUS 86 A(n|PERV), CN(rttPERV), TC rOR BASrN NO-eB.a 3s.g DATA PRINT-OUT: AREA(ACRES) 2.3 PEAK-Q(CrS) .15 PERVIOUS ACN 1.3 86.9 T-PEAX(HRS) 7.83 CN 98.4 vo[,(cu-FT) 3773 TC (!{INUTES ) 3s.a A L.g ENTER td: J [path]filename[ .ext] FoR STORAGE OF COI,IPUTED HYDROGRAPH: d : \current \campbell\PoS f . 2 SPECIFy: C - CONTINUE, N - NEWSTORM, P - PRINT' S - STOP 51 c ENTER: A(PERV}, CN(PERV) '2.9 68.4 2.2 A(II{PERV), CN(TMPERV), TC FOR BASrN NO. 2 98.9 3s.g DATA PRINT-OUT: AREA(ACRES) PERVIOUS A 2.9 CN 68.9 T-P8AK(HRS) 7.83 II,TPERVIOUS ACN 2.2 98.9 TC (MTNUTES ) 35.95.1 PEAK-Q(crs) .31 voL(cu-FT) 6313 ENTER Id: ] [pathl fllenane[ .extJ d : \ current \campbell \Pos2 . 2 FOR STORAGE OF COMPUTED HYDROGIIAPH: SPECIFYJ C - CPNTINUE, N - NET{STORM, P - PRINT, S - STOP c ENTER: A(PERV), cN(PERV),2.8 86.9 2.2 DATA PRINT-OU'IT: A(IMPERV), CN(rl.lPERV), TC FOR BASIN NO. 3 98.9 29.4 AREA(ACRES) s.a PBAK-Q(CrS) .36 PERVIOUS ACN 2.8 86.4 T-PEAr(ERS) 7.83 II,IPERVIOUS ACN 2.2 98.9 TC(!-IINUTES) 29.9 vol,(cu-rT) 8297 EN:IER Ide I [path]filenanet.extl d : \cu*ent\canpbell\PoS3. 2 FOR SIORAGE OF @MPUTED EYDROGRAPH: SPECIFI: C - CoNTINI'E, N - NEI|SBORUT P - PRINT, S - STOP c ENIER: A(PERV), cN(PERv),s.9 s6.g 4.6 DATA PRINT-OTXI: A(IMPERV), CN(IIIPERV), TC FOR BASIN NO. 4 98.4 22.9 AREA(ACRES) rg.5 PEAK-Q(CFS) .84 PERVIOUS ACNs.9 86.9 T-PEAK(HRS) 7.83 CN a vo[,(cu-FT) L7286 TC(UTNUTES) 22.9 TUPERVTOUS 98 A 4.6 ENTER Id: J Ipath] filename[ .ext] d : \current\campbelI\PoS4. 2 FOR STORAGE OF COMPUTED EYDROGRAPH: SPECIFY: C - CONTINUE, N - NEI{STORU, P - PRINT, S - STOP c ENTER: A(PERV), CN(PERV), 8.3 BL.g .g A(il{PERV), CN(rl.tPERV), TC FOR BASIN NO. 5 98.9 st.g DATA PRINT-OUT: AREA(ACRES} PERVIOUS IMPERVIOUS TC(HINUTES) b5 8.3 PEAK-Q(CFS) '97 CN 8L.g T-PEM(HRS) 23.83 CNa 98.0 vol,(cu-FT) 2936 A 8 A sL.a ENTER td: J IpathJ filename[ .extJ d : \current\campbell \POss . 2 FOR STONAGE OF COMPUTED HYDROGRAPH: SPECIFY: C - CONTINIIE, N - NEI{S$ORU' P - PRINT, S - STOP N SBORI.I OPTIONSg 1 - S.C.S. rrPE-lA 2 - 7-DAY DESIGN STORT{ 3 - S$ORM DATA FILE SPECIFY-STORU OPTION: 1 S.C.S. TYPE-TA RAINFAIL DTSTRIBUITON ENIER: FREQ(YEAR), DIIRATION(EOUR), PRECTP(INCIIES)2s 24.49 2.Ag ******************** s.c.s. TyPE-la DISTRIBUTION *****************tt** 25-YEAR 24-BOUR SlORl.t **** 2.99', IOIAL PREcrP. ********* EN'iIER: A(PERV) DATA PRINI{TJ'iI: aREA(ACRES) 2.3 PEAK-Q(CrS) .47 PERVIOUS ACN 1.3 86.9 T-PEAK(ERS) 7.83 IMPERVIOUS ACNL.A e8.A TC(ITTNUTES) 3s.g 1.3 86 , CN(PERV), A(II{PERV), CN(rl,tPERV), TC FOR BASIN NO- 1 a L.g 98.9 35.4 ENTER Id: I IpathJfilenane[.extJ d : \current\canpbelf \POS1 . 2 5 voL(qr-rT) ],a3s6 FOR S$ORAGE OF COI{PUITED TIYDROGRAPB: SPECIFY: C - @NTfNIIE, N - NEWSIIORI,|, P - PRINT, S - STOP c ENTER: A(PERvl, CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASrN NO. 2 2.9 68.9 2.2 98.9 3s.g DATA PRINT-OUT: AREA(ACRES) 5.1 PEN(-Q(CFSI .74 PERVTOUS ACN 2.9 68.9 T-PEAX(HRS) 7. 83 IUPERVIOUS ACN 2.2 98.6 TC(I{TNUTES) 3s.g voL(cu-rT) t6t9g ENTER [d: ] [pathJfilename[.extJ FOR STORAGE oF col{PUTED HYDROGRAPH: d : \current \campbel I \POS2 . 2 5 56 SPECIFY: C - CON?IN'N - NEVISTORM, P - PRINT, S - f c -r ENTER: A(PERV), CN(PERV}, 2.8 86.9 2.2 DATA PRINT-OUT: A(ruPERV), CN(IMPERV), TC FOR BASIN NO' 3 98.9 29.9 AREA(ACRES) s.6 PEAK-Q(CFs) 1. 11 PERVIOUS ACN 2.8 86.9 T-PEAK(HRS) 7.83 IMPERVIOUS TC(MINUTES) 29.9a982 A 2 CN ENTER Id: J IpathJfilename[.extl d : \current \campbel f \POs3 . 2 5 vol,(cu-FT) 2257L FOR STORAGE OF COMPUTED HYDROGRAPH: SPECIFY': C - CONTfNITE, N - NEWSTOR}I' P - PRfNT' S - SBOP c ENTER: A(PERV)' CN(PERV), A(IIIPERV), CN(II'IPERV), TC FoR BASIN No' 4 s.9 86.9 4.6 98.9 22.4 DATA PRINT-OUT: AREA(ACRES) rg.s PEAK-Q(cFs) 2.59 PERVTOUS ACN s.9 86.9 T-PEAK(ERS) 7.83 II.{PERVIOUS ACN 4.6 98.4 TC(IirNIXIES) 22.9 EN:IER Idr J [path] filena.me[ . ext ] d : \current\canpbel J.\Pos4 . 2 5 voL(cu-rT) 47438 i FOR SIIORAGE OF COI.IPIITED EYDROGRAPE: SPECISt: C - @NTINI'E' N - NEI|STORU, P - PRINT' S - STOP c ENTER: A(PERV), CI{(PERV), A(IUpERV), CN(II.IPERV), TC FOR BASIN NO. 5 8.3 eL.A .g 98.9 sl.g DATA PRINT-OUTr AREA(ACRES) 8.3 PEAK-Q(CFS) .44 PERVIOUS ACN8.3 8t.a T-PEAK(HRS) 8.17 IITPERVTOUS ACN.a ee.a TC(r.rINIrrES) 5t.a voL(cu-FT) LBLA6 ENTER Id: J IpathJfilename[.extl d : \ current \carnpbel I \POSS . 25 FOR STORAGE OF COMPUTED HYDROGRAPH: SPECIFY: C - CONTINIE, N - NEI{STORM, P - PRINT' S - STOP N STORI.{ OPTfONS: 1 - s.c.s. TYPE-IA 2 - ?-DAY DESIGN STORI{ 3 - STORr,l DATA FILE )/ SPECIFY STORM OPTIOT 1 S.C.S. TYPE-IA RAINFAIL DISTRIBUTION ENTER: FREQ(YEAR), DURATTON(HouR)' PRECIP(INcltEs)tag 24.a9 2.sa ***********t******'** s. c. s. TyPE-1A DISTRIBUTION *******************t ********i loo-yEAR 24-HOUR STORU *t** 2.5a^ TOTAL PRECIP. ********* ENTER:t.A(PERV), CN(PERV), A(TMPERV), CN(I4PERV), TC FOR BASrN NO' I 3 86.9 L.g eB.g 3s.g DATA PRINT-OUTI AREA(ACRES) 2.3 PEAK-Q(CFS) .65 PERVIOUS ACN 1.3 85.9 T-PEAK(ERS ) 7.83 IMPERVTOUS ACNL.a e8.g TC(r{rNurEs) 35.9 voL(ctt-FT) 13993 EN:IER [d: | [path]fllenamet.extl FOR STORAGE OF COMPI'TED EIDROGRAPET d : \current\ca.npbell\Pos1. 100 SPECIEI: C - @NTINITE, N - NEI{STORU' P - PRINT, S - S$OP c ENIER: A(PERV), CN(PERV), 2.9 68.4 2.2 DATA PRINT-OIIT: A(IHPERV), CN(ItttERV), TC FOR BASrN NO- 2 9B.g 3s.a AREA(ACRES) 5.1 PEAK-Q(crs) .91 PERVTOUS ACN 2.9 68.4 T-PEAK(ERS) ?.83 IUPERVTOUS ACN2.2 98.6 TC(r{rNlrtEs) 35.g voL(cu-FT) 22L6? ENTER Id: I [pathJfilenane[.ext] d : \current\canrpbell \POS2 . 190 FOR STORAGE OF @MPUTED EYDROGRAPB: SPECIFY: C - C9NTfNITE' N - NEWSBORI.I, P - PRINT, S - S$OP c ENTER: A(PBRV), cN(PERV), 2.8 86.4 2.2 DATA PRINT-OUT: A(ruPERV), CN(rMPERVI, TC rOR BASIN NO. 3 98.9 29.9 AREA(ACRES) s.g PEAK-Q(CFS) 1.53 PERVIOUS ACN2.8 e6.a T-PEAK(HRS) 7.83 II.TPERVIOUS TC(MINUTES) 29.6g982 A 2 CN voL(cu-FTl 3949s ENTER Id: ] [path)filename[.extl d : \current \campbell \Pos3. 100 FOR STORAGE OF COMPUTED HYDROGR'APH: JO SPECIFY: C - CONTTNT N - NEWSTORI'!' P - PRINT, S - S-zP c ENTER: A(PERV) ' cN(PERV), 5.9 86.9 4.6 DATA PRTNT-OUT: A(IUPERV), CN(IMPERV}, TC FOR BASIN NO. 98.9 22.4 4 AREA(ACRES) Lg.s PEAK-Q(CFs) 3. s6 PERVIOUS ACN s.9 86.9 T-PEAK(HRS) 7.83 II.IPERVIOUS ACN 4.6 9e.g TC (MTNUTES ) 22.4 voL(cu-rT) 64491 ENTER td: I [path]ftlenarne[.extJ FoR SToRAGE OF C0MPUTED IIYDROGRAPHT d : \current\ canrpbelf \Pos4. 100 -t SPECIFY: C - CONTINT,E, N - NEWSIIOR$, P - PRINT, S - STOP.c ENIER: A(PERV), cN(PERv), A(IMPERV), CN(IUPERV), TC FOR BASIN No' 5 8.3 gL.A .g 98.6 'L.A DATA PRINT-OII'iT: AREA(ACRES) 8.3 PERVTOUS ACN 8.3 gt.g rllPaRvrous ACN.a e8.a TC(!{TNUTES) sL.a PEAK-Q(CFS) T-PEAK(ERS) VOL(CU-FT) .84 8.gg 28L68 ENTER [dr J [pathJfilenane[.extl FoR STORAGE oF @l.tPUlIED HYDROGRAPEc d : \current\canpbell\POss. 100 SPECIFY: C - @NTINI,E, N - NEWSTOR}{' P - PRTNT, S - SIOP s Stop - Progra.m terminated. KING COT'NTT DEPARTHENT OF PUBLIC WORKS Surface l{ater l,lanagenent Divieion BYDROGRAPH PROGRAI'TS YeraLon 4.24 1 - INFO ON THIS PROGRAr.I 2 - SBT'HYD 3 - ROUTE 4 - ROUTE2 5 - ADDHYD 6 - BASEFI,OI{ 7 - PLOTHYD 518 - DATA9 - RDFAC 10 - RETURN TO DOS ENTER OPTION: ROUTTNE FOR ADDING HYDROGRAPHS ENTER: [d: ] [pathlfllename[.extl oF HYDROGRAPH 1 d : \curent\campbell\Pos 1 . 2 ENTER: TnAvEL TrUE (UINUTES) OF IIyDROGRAPII 1 .ag ENTER: [d: J [pathJfilena.me[.extJ OF lIvDRocRAPtl 2 d : \current\campbell \Pos2 . 2 ENTER: TRAVEL TIl,lE (I.{INUTES) OF IIYDROGRAPH 2 .gg DATA PRINT-OUT: EYDROGRAPH 1: PEAK-Q= EYDROGRAPE 2: PE.AK-Q= EYDROCRAPH SIIM: PEAK-Q= .15 CrS .31 CFS .46 CFS .36 CFS .82 CFS .84 CFS T-PEAK= 7. T-PEAK= 7. T-PEAK= T-PEAK= HRS ERS 83 83 Tlf= TT- 0 urNucEs O MINIXTES .45 CFS T-PEAK= 7.83 ERS roTAL VoLIIME: LAg62cv-ET SPECIFYc C - @NTfNUE, N - NEWJOB. tr - FfLE' P - PRfNTT S - STOP c ENIER: [d: J [path]filenamel.extJ OF EYDROGRAPB 3 d : \current\canpbell\POs3 . 2 EN|IER: TRA\IEL TIIIE (MINUTES) or ETDROGRAPE 3 .aa DATA PRTNT-OTIiT: IIYDROGRAPE S: IIYDROGRAPH 3: PEAK-Q= PEAK-Q= 7.83 EnS 7.83 ERS TT= 0 UINUTES TT= 0 UINUTSS EIDROGRAPB SIJM: PEAI(-Q= .82 CFS T-PEAK= 7.83 ERS TOTAI, VOLUI{E: 18258CU-FT SPECfFY: C - C9NTINIIE, N - NEW.IOB, F - FILE, P - PRINT, S - STOP c ENTER: Id: ] [path]filename[.ext] OF HYDROGRAPH 4 d : \current\campbell \pOS4 . 2 ENTER: TRAI/EL TIl.tE (MINUTES) OF I|YDROGRAPH 4 .qg DATA PRINT-OUTI HYDROGRAPH S: HYDROGRAPH 4: PEAK-Q= PEAK-Q= T-PEAK= T-PEAK= 7.83 HRS 7.83 HRS O UTNUTES O $INUTES TT= HyDROGRAPH SUM: PEAK-Q= 1-56 CFS T-PEAK= 7.83 HRS 60 I TOTAI, VOLUME: - -r32CU-FT SPECIFY: C - CONTINUE, N - NEI{JOB, F - FILE, P - PRINT, S - STOP c ENTER: td: I tpathJ f i.Ienarne[ .extJ or HYDROGRAPH 5 d : \curent \canrpbel I \Pos 5 . 2 ENIER: TRAVEL TIME (I{INUTES) OF EYDROGRAPH 5 .go DATA PRINT-OIIT: EYDROCBIPH SUM: TOTAL VOLIIME: 1.66 CFS .07 CFS .47 CrS .74 CFS HYDROGRAPH S: PEAK-Q- EYDROGRAPE 5: PEAK-Q= T-PEN(= 7.83 IIRS T-PEAK= 23.83 HRS O I.{INUTES O UINUTES TTg PEAK-Q= 1.66 CFS T-PEAK= 7.83 HRS 38465CU-FT SPECIFY: c - CONTINITE, N - NEI{JOB, f - FILE' P - PRINT, s - STOP F ENTER [d: J [path]fllena.me[.extl FOR STORAGE OF @!.|PUTED EYDROGRAPE: d : \current\canpbell \Posz . 2 SPECfFY: C - @NTINIE' N - IIEWJOB, F - FILE, P - PRINT' S - STOP N EMER: [d: J [path]fLlenamel.extJ or EIDROGRAPE 1 d : \current\canpbell\Pos1 . 25 ENTER: TRA\TEL TII.IE (I.IINUTES) OF EYDROGRAPE 1 .ga EMIER: [d: I [path]ftlenanel.extl oF EIDROGRAPB 2 d : \current\canpbell\POS2 . 25 ENTER: TRAVEL TI!{E (urNuIEs} OF ETDROGRAPB 2 .ga DATA PRINT-OTIT: IIYDROCRAPH 1: P&AK-Q= HYDROGRAPE 2: PEAK-Q= T-PEAK= T-PEAK= 7.83 HRS 7.83 ERS Tl= g MfNUTES f,f= 0 IIINUTES HYDROGRAPH StI}t: PEAI(-Q= 1.17 CFS T-PEAK= 7.83 ERS ITOTAL VOLIIME: 26484CU-FT SPECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT' S - STOP c ENTER: Id: J Ipathlfilename[.extJ OF EYDROGRAPH 3 d : \curent\campbelI\POS3 . 25 ENTER: TRAVEL TIME (I{INUTES) Or HYDROGRAPH 3 .ga DATA PRINT-OUT: 6l HYDROGRAPH S: HYDROGRAPH 3: PEA' PEtu. '2= 1.11 CFS PEAI(-Q= 2.28 CFS 49044CU-FT 2.28 CFS 2.59 CFS T-PEAX= T-PEAK= 7.83 H' ?.83 HRo g MINUTES O MINUTES O I.IINUTES O MINUTES TT= TT= TT= Tl= HYDROGRAPH SUM:T-PEAK= ?.83 BRS TOTAI VOLUME: SPECIAY: C - CPNTINUE' N - NEI{JOB, F - FILE, P - PRINT, S - STOP c ENTER: [d! ] [pathJfilename[.extl OF' IIYDROGRAPH 4 d : \ current\canpbel t\Pos4 . 2 5 ENTER: TRATIEL TIME (I.IINUTES) OF ITYDROGRAPH 4 .ga DATA PRINT-OUT: AIDROCRAPB S: PEAK-Q= I{YDROGRAPH 4: PEAr-Q- DATA PRXNT-OIJ'iT: ETDROGRAPE S: PEAK-F ITYDROGRAPE 5: PEAK-Q= IIYDROCRAPE SIIM: PE.AK-Q= T-PEAK= T-PEAX= 7.83 BRS 7.83 ERS I{vDRocRAPIl SIIM: PEAK-Q= 4.8? cFs T-PEAK= 7'83 HRs Tc,llAL VOLIIME: 96468cU-rT SPECIFI: C - @NTINUE, N - NEWJOB' F - FIIJ, P - PRINT' S - STOP c ENTERI [d: J [pathJfilena.net.erct] OA EyDROGRAPB 5 d : \current\canpbel I \POs 5 . 2 5 ENIER: rRAllEL TIl.lE (llINuTES) oF EvDROGRAPE 5 .ga ERS ERS 83 gg cFs cFs 87 44 4 T-PEAK= 7. T-PEAK= 8. Tl= 0 HfNUTES Tf= 0 UINUTES 5.27 cFS T-PEAK= 7.83 ERS TOTAI, VOLIIME: 114618CU-FT SPECIFY: C - CONTINUE, N - NEWJOB' F - FILE' P - PRfNT' S - SIOP F ENTER [d: J [pathJfllenane[.ext] FOR SToRAGE OF @I.IPUTED EyDRoGRAPH: d : \current\canpbel1\Posz . 2 5 SPECIFY: C - C0NTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP N ENTER: Id: ] [pathJfilename[.extl OF HYDROGRAPIT 1 d : \current\campbelf \Pos1. 100 ENTERs TRAIIEL TII{E (MINUTES) oF IIYDROGRAPH 1 .aa ENTER: Id: J IpathJfilename[.ext] oF HYDROGRAPH 2 d : \current\campbel I \POS2 . 100 ENTER: TRAVEL TII{E (MINUTES) OF HYDROGRAPH 2 6Z A a .ag DATA PRINT-OUT: IIYDROGRAPH 1r PEAI(-Q- HYDROGR,APH 2: PEAK-Q= HYDROGRAPH SUM: PEAK-Q= DATA PRTNT-OUT: TIYDROGRAPB S! PE:AK-Q= IIIDROGRAPE 3: PEAK-Q= EYDROGRAPB StlM: PEAK-Q= .65 CFS .91 CFS 1.56 CFS 1.53 CFS 3.09 CrS 3.56 CFS T-PEAK- T-PEAK- ?.83 HRS 7.83 HRS O MINUTES O MINUTES ll- I l- 1.56 CFS T-PEAK= 7.83 HRS TOTAL VOLUME: 36126CU-FT spEcIFYs C - CONTINITE, N - NEI{JOB, F - FILE, P - PRINT' s - sroP c ENTER: [d: J [pathJfilenarne[.extl OF HIDROGRAPB 3 d : \current \ca.urPbell \Pos 3 . 100 ENTER: TRAVEL TIME (I'IINUTES) oF IIYDROGRAPB 3 .gg T-PEAKT 7.83 T-PEAK= 7.83 O UINUTES O I.IINUTES IIRS ERS TT= 3.09 CFS T-PEAK= 7.83 ERS TOTAL VOLITME: 66672CII.ET SPECIFI: C - @NTTNUE, N - NEII.'OB' F - FITJ, P - PRINT, S - STOP c ENTER: [d: I tpath.Jfilena.nel.ext] oF EYDROGRAPE 4 d : \current\canpbell\Pos4 . 100 ENTER: TRAIIEL TII{E (}IINIXIES} OF EfDROGRAPE 4 .gg DATA PRINT-OIIiT: EYDROGRAPE S: IIYDROGRAPts 4: PEAK-g= PEAK-F PEAK-g= T-PEAK= T-PEAK= 7.83 ERS 7.83 ERS g urNlxrEsg I.IINUTES IITDROGRAPH STIM:6.65 CFS T-PEAK= 7.83 ERS IOTAL VOLIIME: L3A?4AOV-ET SPECIFY: C - COIIIINI,E, N - NEWJOB, I. - FILE, P - PRINT, S - STOP c ENTER: Id: ] [pathlfilename[.extl OF HYDRoGRAPH 5 d : \ current \carnpbell\POss . 100 ENTER: TRA\IEL TII{E (ttINUTEs) oF HYDROGRAPH 5 .gg DATA PRTNT-OUT: HYDROGRAPH S: HYDROGR.APH 5: PEAK-Q= PEAI(-9= cFs cFs 65 B4 6 T-PEAK= 7.83 HRS T-PEAK= 8.09 HRS O UINUTES O }IINUTES TT= I l- HYDROGRAPH SUM: PEAK-Q= ?-44 CFS T-PEAK= ?'83 HRS 63 a u. TOTAL VOLUME! ]--. tA CU-FT SPECIFY: C - CONTINUE' F N - NEWJOB, F - FILE, P - PRINT' S - STOP ENTER [d: J [pathJfi]enarne[.ext] FoR sroRAGE oF COI'IPuTED HYDROGRAPH: d I \current\camPbelI \PoSz . 100 SPECIFIs C - CONTTNUE, N - NEWJOB, F - FILE, P - PRINI, S - STOP s Stop - Progran terminated.