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Home My WebLink AboutMiscw; 11 iMo I 9/5/2014 I 10134107 AM RIGHT OF WAY AND TEMPORARY CONSTRUCTION EASEMENT TABLE POINT NO. I --,----,----,-- 5 6 7 ! !!._ !.". !..!. !.?. l1. -"--- 0 POINT NO L POINT NO ' ' STATION OFFSET SRV 10+67 30.00' LT. SRV 10+67 3S.OO' LT. SRV ll+9S.!3 38.:,a' LT. SRV 12+69.07 56.86' LT. SRV 13+60. 27 90. 72' LT. BS 422+37.53 132 .51' LT. BS 422+80.62 66.50' LT. BS 422+80.62 59. 74' LT. SRV 10+67 40.00' LT. SRV 1]+94.45 43.29' LT. SRV 12+67.59 61.64' LT. SRV 13+58. 74 95.48' LT. BS 422+41.55 86.35' LT. BS 422+80.62 71.83' LT. UTILITY EASEMENT STATION OFFSET $RV 13+04 47 70' l T. SRV 11+96.73 70' l T. SRV 1 3+65.20 118.89"LT SRV 13+64.07 91.76'LT EXISTING 25' CITY DRAINAGE EASEMENT STATION OFFSET SRV 12+24.27 45.6:l'LT SRV 13•07.16 71'LT 8S 422+00 76 96.59"LT BS 422+32.43 98.0S'LT BS 422+59 56 74. 33' LT 8S 421+7696 70.45'LT FOR R/W ANO UA 1NESTERLY SEE SR 405 SR 161 \llC. TO SR 167 \llC., SHEET 12 OF 16 SHEETS. APPROVED AND ADOPTED SEPTEMBER 16, 2005 NORTHEASTERLY R/W LINE PLOTJ c1\users\•i 11 imo\ w_W'5dot\dms41778\40S-433_RW_PS_QQ2.d n CURVE DATA P. I. STATION DEL TA RAO I US TANGENT LENGTH 362•10.18 16~so·o9" u. 1920· 1s22.75' 2574.79' @ ---··. "'":':~.:;- <·:. ~ 5 / .~ ~ ~; ;;._ ..:. :_ :.;. 1-23847 ' & BONN"[VILLE POWER ADMJNISTRATION 34S+4J.8,t 1100 LT• 1 EXISTING 350' WIDE BPA TRANSMISSION EASEMENT 8t ,-_-_-c, ' ' 4aot•2;;;._ os1.os35 L.s.~2-~2-~_IJ' -..,.. __ _ ' ' ' ' ' ' 346+931 (100.97' l T.) SE 1/4 SEC. -' To23No Ro5E. WoM. ~~uW (Q) [p lR1 ~ [NJ u (Q) [NJ -.... ----.... -.... NE 1/4 19 © --_-.::) TE_MPQRARY CONSTRUCTION EASEMENT -<,)-~~.J-· - ---~ (JO CIT • 350+81.04 CJ00.84 LT.> ,(6+,(,(,1_ 110] .,(8 ------.Rifl(tn·-- >-~- \ \ \ ' \ \ \· --- \ 12 -, _ \ NE 1/4 SEC. SRV 14•39.09;' c:,o RT. I 352+86,63 ClJ0.40 LT. .,' ----,_~,.;::,.· \ \ ""·""1,s.~.tT.aS _tll.1 s~'. .. :-:--;;. -'-'- \ \ LT.I \ \ \ _\--- \ \ NE 1/4 19 <u EXISTING 25' CITY DRAINAGE EASEMENT GRADE JNTERSECTION BS <422+20 P.O.T. BS <421+33.32 P.O.T.= SRV 15+00.00 P.OT. \ ' 3<46+87.<43 P.C. __ To ruKwJ~ \ ',,,..- /\ ~ f !1 • •' ~' i (} UTILITY EASEMENT t CALCULATED AREA * TEMPORARY CONSTRUCTION EASEMENT § EXTINGUISH PARKING EASEMENT 1-23847 1-23846 TRITON T0\.\11:RS ACQUISITION PARTNERS. LLC RENTON PROPERTIES. LLC B37,744 86,573 N 80•49·09" E ' ' ' 63,192 BEGINNING OF PLAN STA. 345+00 P.O.T. MP 2.66 23.381 350 4 Nu. ~ \ \ \ \ BONNEVILLE POWER AOMINISTRATJON COVINGTON-SEATTLE NO. I BONNEV[LLE POWER ADMINISTRATION COVINGTON-SEATTLE NO. 2 OVERCROSSING 352•80,69 P.o.c.= BS 419•39,92 P,O,T. XlSTING 100' WIDE BPA TRANSMJSSION EASEMENT I Cir< o, "'"0' i I-20425 ;~tPtt~A AT YARROW 1 + 6I0,12sl !2,6661 sg1,43gl 1 ~~·.~~ lss 42J•95 LT. I o-•* j l -l %34 THE PLAZA AT YARROW SRV 12+24.27 LT TO BS 422+59.56 LT. Added Parcels 1-23846 & 1-23847: Deleted OWnefshlp Dols for Parcel 1-20425: Added Righi of way AqJlsition fof Parcel 1-20425: Letter 7-18-14 I 9-5-14 I Revised United Acos,6$ fur Parol'l 1-23846: Added Stom,water T=tment An,a in Pan::el 1-23846: Ao:kle<:! R"visad Owner;hip Ver1ffcanon Note j BAY, LLC i PARCEL NO. NAME .3 TOTAL AMA IS FROM ASSESSOR'S RECORDS UNLESS OTHERWISE NOTED, t 325,750 !ACCESS ONLY TOTAL ARU I R/W OWNERSHIPS _b__h REMA I NOER RT. I EASM T ALL AREAS ARE SHOWN IN SOUARE FEET UNLESS OTHERWISE NOTED. Letter 9-24-08 I 10-23-08 I Added ExlsHng Drainag,a Easement end Type ¥ Approe<::h on Lt. Sta. SRV 12+24 27 to BS 422+59.56 ENTERLINE OF APPROACH STATION I TYPI ~etter8-21-07 I 8-30-07 I Revisoo PoinlS.E_bol4 and 11 ACCESS APPROACH SCHEDULE Letter 5-21-07 I 7-12-07 I Added Uti~ E~ on Lt Sta. SRV 13+04.07 to SRV 13+64 07: Revised Anla Parcel 1-20425 Reference I Approval I Revision Oescr!ption LEGEND ACCESS TO BE PROHIBITED SHOWN THUS PROPERTY OWNERSHIP NUMBERS PROPERTY LINES 0 50 100 SCALE lN FEET ////////// (1 -) 0 CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-00-0141-LLA 6 RENTON VIEW THIS PLAN SUPERSEDES SHEETS 2 THAU 7, 15 AND 16 OF 19 SHFFTS OF SR 40'5, SR 51S VIC. TO N.E. 3RD ST. \llC.,APPROVED AND ADOPTED NOVEMBER 18, 2005 THE BASIS Of BEARINGS ANO DISTANCES ARE DETERMINED FROM WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE CNAO 8]/91 l. THE DISTANCES SHOWN ARE GROUND OISTANCES. FOR SURVEY INFORMATION SEE RECORO OF SURVEY FOR WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 20050728900039 RECORDED JULY 28, 2005. ALL PlANS ARE SUBJECT TO CHANGE. OWNERSHIP SHOULD BE VERIFIED PROPOSFI) PROPERTY RIGHTS SHOV,,,. MAY NOT HAVE BEEf.l ACQUIRED ENCUMBRANCES MAY OR MAY NOT BE SHOWN. PARTIES SEEKING CURRENT PLAN INFORMATION SHOULD CONSULT THE DEPARTMENT OF TRANSPORTATION HEADQUARTERS RIGHT OF WAY PlANS OFFICE FOR THE OFFICIAL PlAN ON FILE. FOR ENCUMBRANCE INFORMATION CONSULT THE DEPARTMENT OF TRANSPORTATION HEADQUARTERS REAL ESTATE SERVICES OFFICE. ACCESS NOTES: TYPE O APPROACH IS AN OFF ANO ON APPROACH IN A LEGAL MANNER NOT TO EXCEED SO FEET [N WIDTH FOR USE NECESSARY TO THE NORMAL OPERATION or A COlriNERCIAL ESTABLISHMENT. IT MAY BE SPECIFIED AT A POINT SATlSFACYORY TO THE STATE AT OR BETWEEN DESIGNATED HIGHWAY STATIONS. **APPROACH IS RESTRICTED FOR USE SY TRAFFIC AS A RIGHT IN RIGHT OUT ONLY. ~ THE PRIVELEGE OF SERVICING THE UTILITY LOCATED WITHIN THE RIGHT OF WAY IS PERMITTED FROM OUTSIDE THE RIGHT OF WAY AND FROM INSIDE THE RIGHT OF WAY FROM THE BS LINE ANO THE A LINE. NO ACCESS WILL BE ALLOWED TO THE SR 405 TRAVELED HIGHWAY LANES OR RAMPS FOR ACCESS HEARING PLAN SEE Pl.AN OF SAME TITLE APPROVED FEBRUARY 22. 2007 EXHIBIT A LIMITED ACCESS ESTABLlSHEO BY THE DIRECTOR OF ENVIRONMENTAL ANO ENGINEERING PROGRAMS FINOINGS ANO ORDER AOOPTEO MAY 17 0 2007 .1U1 __ l n /r1·;:.::. -' -~ I., SR 405 MRW "" '"' "" B SR s. 515 6TH VIC. TO ST. VIC. KING COUNTY RIGHT OF WAY AND LIMITED ACCESS PLAN FULL AND MODIFIED CONTROL MP 2.66 TO MP 2.BO STATION 345•00 TO STATION 352+80.69 WASHJNGTQN STATE OEPARTMENT OF TRANSPORTATION OLYMPIA, ~ASHINGTON APPROVED ANO ADOPTED MAY 24, 2007 ~ PLANS r.tANAGER SHEET 2 " SHEETS Li,.aO<I -"""""" Cst.,.,,;•M<I oy Co..,;ss;on R""o1uhon No. ,31 0 Jun@ 1~. 1951 B)' ,,,.., .. ;.,,., An. M. llH. Oct, 2), 1%1. n -1 ani; 1 a1-:i, ! 8, [ •' ~' i ,c ,, '' lj f " Iii 11 iMo 9/5/2014 I tt:46150 AM [ PLOTZ I c:\users,wil I imo\pw.wsClot\<;lms41778\40'5 433_RW.PS.003.dgn CURVE DATA ACCESS APPROACH SCHEDULE P. I. SU HON OEL TA RAO I US TANGENT LENGTH 362+10.18 76"50'09" LT. 1920. 1522.75' 2514,79' T.23N. R.5E. W.M. ©~uw @~ ~~[Mu@[M SPECIFIED USER I CENTERLINE OF APPROACH STATION m, WSDOT 35-0+31 (109'! RT.) * FOR R/W AND UA WESTERLY SEE SR 405 SR 181 VICINITY TO SR 167 VICINITY SHEET 12 Of 16 SHEETS.APPROVED AND ADOPTEO SEPTEMBER 16, 2005 BEGINNING OF PLAN STA. 345+00 P.O.T. MP 2.66 346•67.43 P.C, BONNEVILLE POWER ADMINISTRATION COVINGTON-RENTON NO. 2 OVERCROSSING 352+B0,69 P.O.C.= BS 419•39.92 P,O,T, _ ro TUK1trg N 80•49. 09" E =-.i... ,-= BONNEVlLLE POWER ADMINISTRATION COVJNGTON-RENTON NO. I SR 4(}2 ~ ALL PLANS ARE SUBJECT TO CHANGE OWNERSHIP SHOULD BE VERIFIED. PROPOSED PROPERTY RIGHTS SHOWN MAY NOT HAVE BEEN ACQUIRED. ENCUMBRANCES MAY OR MAY NOT BE SHO'M,1. PARTIES SEEKING CURRENT PLAN INFORMATION SHOULO CONSULT THE DEPARTMENT OF ffl.ANSf'O~ r Al ION HEADQUARTERS RIGHT Of WAY PLANS OFFICE FOR THE OFFICIAL PLAN ON FILE. FOR ENCUMBRANCE INFORMATION CONSULT THE DEPARTMENT Of TRANSPORTATION HEADQUARTERS REAL ESTATE SERVICES #1 ' ' \ ', ' ' ' 345+43,84 -'\ ~ ------' 348+59.53 --, C98.57 RT.I [e/ "\..S. IOH -----------=--==-----,t,:::04•z9•59•~------._\~!·_ EXISTING PIPEUNE 0:::0,9259, -,, __ "' --,, EASEMENT TO BE _ ':_s_"!07,8S , BONNEVILLE POWER ADMINISTRATION COVINGTON-SEATTLE NO, 1 ( 1-23621 ) · EXTINGUISHED -"J48+<!3.66' , 198.52 Rt. .----;'\: .,/ / '-on,--· 29.., ~,' EXISTING 350'_ WIDE BPA TRANSMISSION EASEMENT 28 FOR RELINQUISHMENT TO CITY ~ 21 TURNBACK LINE .,./"" TEMPORARY CONSTRUCTION EASEMENT ( 1,23622 345+28t (28TRT.) FOR RELINQUISHMENT TO CITY RENTON PARK LOT -STAGE 3-45+17i (346'RT.) & RIDE I I N 59•45' 46" W r 100 ¥ ... 1 ,_ .._ -,Y I / ; ~ "/.., I 'll'll' , ~, ' ' Q: ' , " , I I !( / Ll:! 350 ~4.30' \ \ 350+12.87 (254' RT.l= BS 415+88.19 (147.96'LT.) STORMWATER TREATMENT AREA FUTURE SOUTH RENTON :/ . 7/1. '117.,.00 EXISTING 100' WIDE 8PA TRANSMISSION EASEMENT OFFICE ACCESS NOTES: • THIS APPROACH SHALL PROVIDE ACCESS ONLY TO A CCTV CAMERA AND CONTROL CABINET. ACCESS SHALL BE FROM S. 14TH ST. ONLY EMERGENCY PERSONNEL SHALL HAVE ACCESS THROUGH A NOISE WALL DOOR LOCATED AT STATION 348+12, 9fi't RT. THE DOOR !NILL BE USED FOR ACCESS TO A FIRE HYDRANT OUTSIDE WSDOT RIGHT OF WAY AND SHALL REMAIN LOCKED \NHEN NOT IN USE THE BASIS Of BEARINGS ANO DISTANCES ARE DETERMINED FROM WAStllNGTON STATE PLANE COOROINATE SYSTEM, NORTH ZONE CHAO 8]/91 I. THE OISTANCES SHOWN ARE CROUNO OISTANCES, FOR SURVEY IHFORMATION SEE RECORD OF SURVEY FOR WASHINGTON 5TATE DEPARTMENT OF TRANSPORTATION 20050728900039 RECORDED JULY 28, 2005. THIS PLAN SUPERSEDES SHEETS 2 THRU 7 15 AND 16 OF 19 SHEETS OF SR 405, SR 515 VIC TO N.E. 3RD ST VIC .. APPROVED AND ADOPTED i'.IOVEMBER 18. 2005 FOR ACCESS HEAFIING PLAN SFE PLAN OF SAME TITLE APPROVED FEBRUARY 22 2007 EXHIBIT A ,_-.. ,' ~TOWER5 PARK & RIDE LOT EXTENSION LIMITED ACCESS ESTABLISHED BY THE DIRECTOR OF ENVIRONMENTAL AND ENC[NEER[NC PROGRAMS FINDINGS AND ORDER ADOPTED MAY 17, 2007 1-23623 1·23622 KING CO. -PROPERTY SERVICES S.D BARNES & S.K. McCARTY t--23621 I KING CO. -PROPERTY SERVICES l-20423 POWE.LL l-\%3] HE.JOY PARCEL NO. NAME TOTAL AREA IS FROM ASSESSOR'S RECORDS UNLESS OTHERWISE NOTED. t 11,999 • • t 16,796 t2B,006 11,999 10,796 28~006 TOTAL ARU I R/W OWNERSHIPS LT. REMAINDER RT.. I t·ASlFT ALL AREAS ARE SHOWN IN SOUARE FEET UNLESS OTHERWISE NOTEO. • SEE SHEET 12 OF 16 OF SR 405 SR 181 VIC. TO SR 167 VIC. APPROVED AND ADOPTED SEPTEMBER 16, 2005 l:::,,_ RENTON V[EW AOOITION t CALCULATED AREA LEGEND ACCESS TO BE PROHIBITED SHOWN THUS PROPERTY OWNERSHIP NUMBERS PROPERTY LINES 0 so 100 SCALE IN FEET ////////// I Letta,7-18,-14 I Letter S.-12-13 ( -) I Laltef &-S-13 Letter 7-2S.-11 Letter 5-5-11 Reference 9-5-14 9-5-13 7-11-13 ... ,, 7-21·11 AOdad Exi$tlng Piptlllne Ea51:1ment lo be Extinguist>!ld: Revised PSfcel 1·23623 to Total Acquisition; Rellised Tumbaci< Area; Added Revised Owneffih~ Verification Nola Added Ownership 00!$ Parcal$ 1-23621 to 1,23623: Reinslaled Parcels 1-19633 and 1·20423: Compleu•d Date to CroSll Releren0it Note; Revi~ .!lad[us lo 950" and Lin~pe Aroond Park and Ride Lot lMthln RMI: R"""'8d RJW & UA on Rt Sta. 345+00 to Sta 351+09.09: Added Tumback, Relnqulshment Note and T C.E. on Rt Sia. 345+98 to Sta. 34S+30±; Added Parcels 1-23621 to 1-23623: Added R/W R6ference to Waste!!!. CorreCIBd Spelling of Cabinet in Acces8 Nole Added Emergency Personnel Access Nola: Rellisad R/W eod UA on Rt Ste 350+65.44 to 3~1•09.09 Rellised S.T.A en Rt .. ;u·1 () MR' SR s. SR 515 6TH 405 VIC. TO ST. VIC. KING COUNTY RIGHT OF WAY AND LIMITED ACCESS PLAN FULL CONTROL MP 2.66 TO MP 2.ao STATION 345T00 TO STATION 352+80.69 STATE DEPARTMENT OF TRANSPORTATION OLYMPIA, WASHINGTON APPROVED AND ADOPTED MAY 24 • 2007 a~5tt ch? ! I -J ~ IT OF WAY PLANS MANAGER Vic. 348+80; Added WSOOT Maintenance Access Road on Rt Vic. 350~30 to Vic. Sta. 351+ 30; Addad WSDOT Accass L'M SHEET J OF 9 SHEETS A roach Schedule Ste. lSO+ 31 1109" RT.). Ro,vised ~IP Voofic.atic Note L ;,.; •eo •cc ... ~ Es too• ;s""d ~I' C"""'i 55 ,00 Ro,o 1u1; on No. ~91. Ju~~ 19. 1151 Approvol •n-rn,.n, Revision Oescr!ption By 81' co-;,~;°" R .... No, 11,,. Dct. n. 1~61. n -1 4n") I 411 we-stbys !2129/2014[ 7138108 AM CURV~ DATA PL OT 17 [ ci \u-ser s \w,:,5 tt,ys \pw _,,.sdot \dm_s497.!!._G_\405-• 2 7 _Rw _PS _o l l , dgn P.J, STATION Hh~6.52' DEL T! I RADIUS os·z,· os''iL:::I_D .. 60· JANCENT / LENCTH T.23N. _5_•51.01·) ]0'97,21' R.5E. W.M. ©uuw (Q)~ ~ ~ [AD u (Q) [AD TO TUt;W!LA EE 996•91 40 l'i-07 96'LT / 24119 "' D z ~ "' "' " "' "' "' V> "' z ~ " u ~ .. " 95-.46 ~·-49445-·LT) \ EE 994+1~5), 1487.1J"Lf) 1-23601 J SEE SHEET 15 g • N N ~ , 'I" 325 SR 405 MATCH 0 330 ---,---- ~ 327+50.83 P.O.T. 332 ... 07 .~9 P.C. -----0 .--0 --/~ ~1 --~ ...... / . ~, / ' / ' // I/ I· . ', . / I . ' · I i/ I ·. \ / I I I 1· ~@ll!J1J'[}{] · .. , .·/ I I ::Or/ \ · if,J.~INJ1J'@INJ \ . / 0 '; ~ ~ ~ N 0 z ~ "' "' " "' "' w "' "' z ~ " u ·;:, NE•CASTLE ,/ SE 1/4 NW 1/4 / ;; I ,,·.. I IN] 1)' ~ [p,J ~[}{],%IN]@~ I // \ SEC. 19 / "'I/ .. : / / \ I . / I ,·. .•, / >-.. " ,· \' I I, / \ • '/ \ \ I ,, \. ..1 .·/ \, \ I / \ \ /. . . I ''\. . /. I , . / ' ' · .. \ ' . ' ' ' / ' '/ ' . ', \ / ' ' / ' / ' . . ... / I , . / ./ .. ' / ' c· .. ,.... ....-' ... '-/ --.. !L.b.J!!,,. _. j , .. _._,, ·,,, .. ·•·· / '/ ~'-, \1;{+~t , ;'o_tl.,~ . . ~$'J'.Jic... -~: ·~;--,~ ~ I' ' • -;-j--r. , , ~ ' ~-'. -.J!.R...b!Jl~--I SW•;. NE 1/4 ' / ·· .. '-. ., ! SEC. 19 · // ,,;,>, / ' ,, ' , -..::~. .·, '•/ ~' / 'le. ·. ~-, / , r 'le. ' ,. _,.,.._ ' / • ··, ~ •• ' ·, . --/ f C • ·, '-tt..112!~ 1)6,11 ;a RT) •• ;, ~ .,·, ---· ' ~ 'le. _,·' NE 'I• SW'/. :: ' ---~--~I --;,-,- .... ' ' '' t,.,/ --'--..:.. j --· .. -:' ' ""'•0)~ ,'.f' .... SEC. 19 V'"" ,/ 1 ' ---.A I -~."''.· 'I(· I NW'/• SE'/• c:~-.i. -. . . _ ._._ .. , .. ,._ v-19 20 ,k·""'·,am', ~. SEC 19 <::,_~ ,l -,· _, 1 ~f' l2"1964'LrJ ' Y1i., t.n • ,', ~, ----,' .;, ,-----,... '" .. ·"·" ,·. g;I '// ,;1f \ ~ 1291.10-LT.l \. _,jJ -· \-·--i . ..-, .,.1 \ , .·,' / ,!,Jr 9 +57.42 I ~, 1.,; ' / i))." ' • ., ' ~ ' ·(, fz.?rr[lfl)fi, \ ' , ;,' / /)r EE 99-!+ti276 1 : ~ f_ . 1 ~ ', .,,> . . .. . \ ', ~ \ \ ·:1 12711.19RTJ \ "' ', // ·, / ~ TEMPORARY -// CONSTRUCTION EASEMENT \ I :·-' I i>! f ---~~.:~;·\ TEMPORARY \ :, • '! ,JJ), CONSTRUCTION I \ ', , ·:,' y'tf;. EASEMENT 1 1 ' ./ I iJI!:,· I \ ~, ·1 .j>~· .,·--,", \ ::; / ~ . e,---,-\ . ..• I ... , .~t · r ,. ...... , r \ ,'/ j, ; IWA TCH L l • -_ _ TEMPORARY l NE SE£ SH££ r NO.' JS --CONSERVATION EASEMENT 1 , EE 9"13~08 39 , I ,, 0 TEIJIPOR.I\RY CONSTRUCTION EASEMENT 6 CALCULA,rEo AREA LEGEND ACCESS TD BE PROHlflTTEO SHO~N THUS PROPERTY OWNERSHIP NUMBERS PROPERTY L lNES ////////// c=) L-r 10.30-14 L-~12-13 Letter6-5-13 12·'!0-H 9-5-13 7-18-11 ('9561'RTI ·-1' ---<·' Aclded Paroal 1-21601. Re ........ RJW & l.iA on At Sta. EE 993+00 to EE 993+12.07. Add,ed Temporary C<:>r>..,..,.•llon EilMfl'&rll on Rt Sta. EE 9"13+00 !O 99-4+16:t.; A°""" Tempc:nr, Con,;tructi,;w, Easeme,,t Oil Rt Sta. EE 993•00 In EE 994• S2 76· Rep!aC>ld """"""""" Added Sta. EE 996-<-9!.40 j'.lll.93' U.J; Corrected SIQ EE '»f•9S 46 (~\M ~s· Ll) and Line Oes.,gnato,, ~ SI.ii 332+3-4.80. Extanood _M~tq, __ Lr- Reviled RIW 8. UA on R_t_§_ll)l,:a 332+8<1.80 to Hl+OO: A,;lded Ownen~ v~ Note 1-23596 I D1AA19ND LANDMARK LLC L:i, 619.'~8} !TOTAL ARE '"' R-/W 612_._m J I o 1.1,s L-4-}-TJ "'" Rewsed RW ana UA on Lt SIii EE 9"13+00 to EE 994•0"-; Ae'Med Cen111<ine East ,..,.llory Rd, Ad<1ad r C E "'· Rt Sta. EE 993•00 Ill EE 994+16.61 Adoed Paroel 1-23596; Aad.!d Turnbad< Uni, and Araa for Relinq<nl,menlto Q1y o,, Lt VIC Sta EE 99-1+00: E><lendeod Match line: Re\oi!iied Ownership Ve<kation NQle Lel19rS."H1 7-21-11 AddBd Ao:e<ll Nota lorN<>iN Wallon AL Sta. J31+95 Aavilea °""""9riip '-'1triflcatKln Not9 Lem,, 9-26-05 9-J.o.-OS Added UA RHolulion N01e OWNERSHIPS ALL AREAS ARE SHOWN IN SQUARE LT. RtMAffitDER RT. T-EASM' T PARCEL fitO.J NA~ TOTAL AREA IS FROM ASSESSOR'S 0 50 100 SCALE IN FEET RECORDS UNLESS OTHERWISE NOTED. FEET UNLESS OTHERWISE NOT~_D. Referemce I ADDro..-01 j R~v1:ifon Oe.scr!Dt!on SM s;w MRW s;w CM '" ~ A.LL PLANS ARE SUBJECT TO CHANGE 0\MIIERSHIP Sl10ULD BE \/ERIFIEO PROPOSED PRODEIHY R!(,HTS s,iovvN "4AY NOT HAVE BEEN ACQUIRED ENCUMBRANCES MAY OR MAY NOT 3E SHO\M\I PARTIES SEEt<.lNG CURR:CNT PLAN INFORMATION SHOULD CONSULT THE DEPARTMENT OF TRANSPORTATION HEADQUARTERS RIGHT Of WAY PLANS OFFICE FOR THE OFFICIAL PLAN ON FILE FOR ENCUMBRANCE IN<"ORMATION CONSULT THE DEPARTMENT Of TRANSPORTATION t-EAD0UARTERS REAi. ESTATE SERVlCES OFF!CE THE BASIS Of BURIJIICS AMO OJSUNCES ARE OETERMJNEO FROM 'i"ASH[NCTON STATE PLANE COORD[N.&TE SYSTEM+ NORTH ZONE CN-'0 831911. THE OISUMC[S SHOWN ARE GROUND OISUNCES. FOR SURVEY [NFORMAHON SEE RECDRO OF SURVEY FOR lfASH[l,jCTQN SUH. OEPARTMENT OF TRANSPORU TI DJt. AFIII 2'0050JZ8'3000J!I RECORDED JULY 28, 2005. THIS PUN SUPER5EOES SHEET I or <) Sl-1[£TS OF SR 405. JCT. SSH N0.2-M TO JCT, PSH N0.2 (fill R[liHOlil. -'PPRDVEO MARCH 6, 1'9621 SHEETS 2 THROUGH 4 OF '9 SHEETS OF SR 405, JCT. SSH NO.l-M TO JCT. PSH 1110.l IN RENTON, ol.PPROl/[0 OCTOBER 31. 1961J AMO SHEETS 5 AND 7 or <J SHEETS OF SR ~O'j. JCT. SSH N0,2-W TO JCT. PSH N0.2' IN RENTC*, ol.PPROY[O S-EPTE~R 10, 19571 SHEET I OF 3 SHEETS or SR 40!:,, JCT. SSH 1110. 2-M TO JCT. PSH 1110. 2 IN RENTOlil PLol.N SHOlll!NC. ACCESS. -'J>PROY[D FEBRuARY 19, 1'957J ol.NO SHEET 2 or 3 SHEETS OF SR ~O!:,. JCT. SSH NO. 2-M TO JCT. PSH MO. l IN RElilJOM PLAN SHOIIIINC-ACCESS, APPROVED JULY 11, l9f.1. ACCESS NOTES: W'SDOT PERSONNEl SHALL liAVE ACCESS rHROUGH A GATE LOCATED AT STATION Hl•95. 465'ct RT THIS GATE SHALL PROVIDE ACCESS ONLY TO THE NOISE WALL AND SURROUNDING RIGHT OF WAY THIS GATI: SHALL REMAIN LOCKED \II/HEN NOT IN USE.ACCESS SHALL BE FROM S 14Ti1 ST.ONLY JU\ H OP/('o~ SR 405 SR 181 VIC. TO VIC. SR 167 KING COUNTY RIGHT OF WAY ANO LIMITED ACCESS PLAN FULL CONTROL MP 2.22 TO MP 2.~3 STATION 322•00 TO STATION 333+00 WASHING-TON SH.TE DEPARTMEl!T OF TRANSPORTAT[:lN 0L\'"4Plll, WASHINGTON :~bR~~6grrn SEPTEMBER 16, 2005 RIGH-i/or wn PLANS ENI n.--,lfw~, ,I jf;Q'll(S Ulll'Olj ,/f/ef SHEE I II O< 16 ~11EE lS _,.,·,,o •cco» CUoc'1>1' .. ~ o 1 Com'°"~"or P•<oh,•,,-· ><0.•r ,., .. ,;,,s;• or,; 3> So..,..,~,~~ "•'""'' o~ '°· <'l<. '•b<uo,·, ~-•%1. R /W D -1 SR 405 1427 I stiuler-f jO'!!/Qf,/2005 !03109135 P~ jPLDTJ8IC•\Ab'l!or-\Sr 405\SR 181 v;c. to SR ]67 v·c\26?9rw02·l6.001.B,dqn -2Q..l~1:±_ 0 z ~ w w r "' w w "' w z ~ r u ~ 1 ..,..~, of ~\' ]]3•28-2• > ~ ! 9, L • 0 ~' z ~' ~ ' w ' ...... _ SW 1/4 SEC. NE '/• 19 ~~u'1 R. :4: 5E. W.M. To23N. (Q) [F lf ~co ~ w$ ~ rt /~, [ru ~ NJ u (Q) [hJJ ',,',,, ; · /', ',, ! . ,; SE '/• SEC. I ', /,£,tL;.'if,+. , I c,.,.-+l'• I ', -u+:-_,,tJ;; NE 1/4 19 ,._f ,•. ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' .,. . ' r' ~-~ "' ' ~~ . ,,.,... 1.1.J ' ~~. . "l"S!''.,.' """·" ' ' i :11 ,a·· . ...,,,.:;. L" ,. ''"·" , . . ' { . --,,,..,,_,, ; "11: . . . ~ -------,,,,,,._ --. ........ --·---------~ ----==--------3--..:..:. . ·- i ----...:..: '.:.: =-.;,__ _ .](j. 1 N( .... / ,~~., o>o 1 ', I 9,1."o , I ~~~ ', r~"il . ',, I <1~·- • ' 1"'> II l .) ',, / ~'>, ·= L:=::"'""'""~==d======·' " 95• L f. I ., -,_~~"'~~~~~~"n,1 // / ' 335 ,-- -~ 86•ia· it" t· --~-----lIBJ,..I~ ----- ffl1-!W ____ ,:#-c---. -.. -_, _/-",. .... , ~~ / /' mrli' //' -.,,--:-J~;" SR 405 N·so•at9'613'' ·c -· 337 .. 56.52 P. I. -·-'-,< -1 ',,,, -I 3~0 \,,c_ /0 - '1, I ',, ' 3-43•0"4.70 P.T. ' ' 1 ', TD NEWCASTLE -~ ' -' ' ' I ~ ' ' ' ' ' ' ' I ' ' ' ' I ' ' ' ' ' ' ' ' I ' -'---~-' --------S~~:~=~~:------_--_---~----------/-----~-----------~-----:~~'<~7~~~----~y;=;~;-;c---------cc--~~ -• • TURNBACK , • _] -----/l' / ~N=---------------~'~ .. -----,-----1-------------------·· I' .J.1_ 1 I~' I ----:://!-<o~ 'i ',, (1-2l620) 1 ' ~ ' I ~ ~ ' 1-23621 ,. -.' • / / I ' ,' -r-~-'1.23610 •t:Jf/ I -Li' ' ~ ... -'::, I , ' _..:~ :: t ( 1-23628) -:,..-..,. 11·/ I I ,- ' ' ( 1-23622 ) , .,, / I j I .• ~,, 1-23627 } 1-23626 ' ' ,,,,,,,,,.,," ,,//// ,' ' _!_266 :,cr.~n /) -i - I, 1,--+-., r-.--'~-l...._/, ' -o_O I• ,, .,'1~ \ F ,,._. Jl&•'xl ~ . ' (:29-:l"RTI . (32~ 17'RT1 _,..,; nia:i&;,_.;. //. (l~S Jti'RT/ ' . l36·~1i ()12 32'RT) I 336•~) '" , (l29.82' RTI ~ \,HMO "'7 rr,]]JMO, q<,eD /K ~ J . 021 -41·Rn v I n1s nRn / '--.-~~ · I 338•24 % r , m,·1, \ . , I I \ ,' \ -.~,-"' '· ,,., . .,, . ,·. /293 lS'RT) · \ (ll+.88'R O \ / \ • \ a' . ' . · ,,., I ' r • I l, ·.:'P';J \ ,.;....,.. ,-.. 'j - O .P. ' / a / < ,_,]60, > L . -.. /~ SEE SHEET 13 OF 16 FOA CONTINUATION c !-23622 S.0 BARNES & S.K.MCCARTY I 413.999 ~ 1-23621 Kli'IO COUNTY -PROPERTY SVCS I " 1 'Ir, -. ~' ::!:~~ ~l:~ JM~::-A -, ·-· -~.·,. u., 1-23618 GORDON W. & USA W LAM a ~.,,~ ~ 1-2:Ml17 UARKtN wtilTINGS A ~ ~'" ,-.1 1-23616 J. L & S . .J. HOPl<JNS & M. PROSZEK j 4 9.627 '·~· ~ 1·23615 CHRISTINA LAGOO I 11116.167 ~ 1-2]614 1see SHEET 1)) ~ 1-2:1613 SNC DEVELOPMENT. LLC 111 9131 Ji 1:l3612 __ -~~-~D & lDRIAANOQUIST 1-23611 j MARY PATRICIA RYAN 4 5.84-4 4 l.908 1-23610 I RHONOA AJ.LE/oo/ 46,949 1-2'1Wl 1 E_L_llf,l:IETH ~OI. TEY $. STEPH_EN HMK • ~.36!1 I 1-23608 CARQl PH.AM 411,201 ! 1-23607 WlllAM R. GER~N A11 7114 € [ 1-2}6()6 I T\. PROPERTIES "IYV LLC I A ~.668 ~ I 1-2)605 r 'MlLIAM J & NITA u wASHslJRN 1 • a&l9 4.638 7.HO S.468 j /fl -!.~;: 7,713 11.645 9.1ll , .... '"' "'" '"' -~ 69)0 ' "' '" :A R/W MAfCf-{ UNf. ~ SEE SHEE°f 13 TEMPORARY CONSTRUCTION EASEMENT ' \ (fZ:1'n .1 I JJ7•34 ~ I 1340.4~· RTJ EASM' T ~ 4 CALClJIATFO AREA '\J CffY OF RENTON SHORT PLAT NO. LUA-06-019 EXTINGUISH EASEMENT TEMPORARY CONSTRUCTION EASEMENT LEGEND ACCESS TO BE PROHl8l JEO SHOWN rHUS PROPERTY OWNERSHIP NUMBERS PROPER TY L [ NE S SHIPS ~ ~ PARCEL NO, NAM( !QTAL 4RI 0 50 100 SCALE IN FEET ~_!l fl'QT.([ ,\REA [S FROM-ASSESSOR'S OWNER •~-•r •~r r••~•.••• ••• r-,.•~r RECORDS UNLESS OTHERWISE NOTED. . --· -·------··-··-·--··-·--· --.. ,_: HMENl' ////////// L____) -, J } ,,· . . \ TEMPORARY • I '--o-:); ; o . i . • ···-•• J I ' ' letl&r 10-JO.H I 12-l-0-1• I AdOeC Pa,c,el 1-2J&il L-r S.1S..14 9-22-14 R1viled O,ffl,ar,,hip Dam !of parc,,j 1-236:U Letter 4-21·14 S..9-14 Re..ised BoundariN ar,d Area Parcel l-23607;_~_ l:_an:e11-23842: R~ Owoaf!INp Vanllcaoorr Nole -. r-,,- :__J· . : ' I RIMMd Ri1"!19 Number Designation and City Name: Comtetad Access Nott! Sta. and OffMr1 COflected Cross Rtlareoce Noot: Leite< 8-12-13 I 9-S.. n J AIMHd Name Parool 1-2?!6!2: Con~ Botn1ary Para;. 1-23622. Added Topog,ap~y. Adc!ed March Une Sta . Aclded E>rtlng\.Osh Euo,mentS)'lllbols P8<Ce19 !-2J,r:i12 iW'II 1-23(i13 Re-.!Hd R/W and LIA on Rt. Sta. 331+00 10 Sta 345•00: Aoded P.wa,la !-2:>605 !O 1-23622 ,.23525 10 1-2:1628, 1-2:1611 lO Laite( 6-S-1 l I i-18-1 l I 1-23635: Added TC E on Rt Sia J.40•81t lo Slll l-45+00 arid "' Rt Sia H7•21 lo Sta. 3)7+',0: Relillau1S.,rneffl Nole oo Rt Sta ni.oo 10 s1-11. l-45•00 Len..-s-s.1, J 7-"21·11 I Added~ Nc,te /er~ Walon RlSta.~3+41:R...-~ Owner,,rli!) V&rfficatioo HOOi L6tt.f 6-4-07 ! 6-21-07 I AOd9d Cron Refelence No!a Letl&r 9-26--05 3-30--05 Adde<I UA Resolution N®e Ref~rence 6pprovol Revision Descrl_e_t!on s,w ""' siw s,w M,W CM srn '" 8 P.J_•_ STATION CURYE DATA O£L T~ _ f R.AOIUS UNCENT ! LEN~TH B1•56.52 os•z,·oa·· LT. J 114£.o i~9.0]' j 10,1.21 • ACCESS NOTES EMERGENCY PERSO'-INEL SHALL HAVE ACCESS THROUGH A NOISE WALL DOOR LOCATED AT STATION J.4J•41 (97"± RT.! THE OOOR \Nil. BE V$ED FOR ACCESS f();lt A FIRE HYURANT OUTSIDE 1/1/.SDOT RIGIIT Of WAY AND SHAI.L REMAJN IOCKFO l"Ml'N NOT IN US[ ALL PLANS ARE SUBJECT TO CHANGE CJ'M,IEASf-llP si,,ouw elE. VERIFIED ~ROPOSED PROPERTY RIGHTS $1'l0\NN MAY NOT HA\IE BEEN ACQUIRED El+:UMl:IRANCES MAY 00 MAY NOT BE SHOWN PARTIES SEEKING CURRENT Pl.AN INFORMATION SHOULD CONSULT THE DEPARTMENT OF TAANSPOATATION HEADQUARTERS RIGHT OF WAY PLA-.S OFFICE FOR Tl-1E OFFICIAL PLAN ON FILE FOR ENCUMBRANCE INFORMATION CONSULT THE DEPARTMENT OF TRANSPORTATION HEADQUARTERS RE.At ESTATE SFRVICES OFFICE THE BASIS Of BEARINGS ANO DISTANCES ARE OETERMJNED FROM WASHlNCTON ST-'TE PLANE COOAOIIUTE SVSTEW, "!ORTH ZQ1j£ <NAO 83/1311. THE OIST.I.NC£S SHOlftt ARE CROUHO OISUNC[S. FOR SUR~El INFORMATION SEE R£CORD or SURV[V FOR ll'ASH!NC.TON ST.I.TE O[PillHWENT OF TAilNSPORTATJON. UN 2005012890003'31 RECORDED JULY 26. 200S. END OF PLAN STA. 345+00 P.O.T. MP 2.66 THIS PLAN SUPERSEDES SHEET 1 OF g SHEETS OF SR 405. JCT. SSH N0.2-M 10 JC?. PSH lf0.2 IN A[HTON. APPADVEO MARCH 6. 1':1621 SHEETS 2 THROUGH -4 CF ':I SHEETS OF SA 405. JCT, SSH N0.2-M TO JCT• PSH N0.2 IN RENTON. APPROVED OCTOBER 31. 1!1611 SHEETS 5 ANO 1 OF '31 SHEETS Of" SR 400::., JCT. SSH N0.2-W TO JCT. PSH 110.2 IN RDTON. APPROVED SEPTEMBER JO. 19Sh SHEET I OF l SHEETS OF SR -405. JCT. SSH NO. 2•111 TO JCT. PSH NO. 2 JN RENTON PlAN SHOWING ACCESS. APfl'ROVEO FEBRUARY 19. l':1 1H1 ilNO SNEET 2 Of 3 SHEETS Of SR 405. JCT. SSH NO. 2·M TO JCT. PSH NO. 2 JN REJtTON PL illoi SHOWl NC ACCESS. b.PPROVED JUL T l I • 1 '31£. I • FO<i WW EASTERLY SEE SR 405 SR 515 VIC. TQ 6TH ST. VIC SHEETS 2 & 3 OF 9 SHEETS APPROV!::0 AND~ MAY 24. 2007 AOOPTEO JU\. -, O SR 405 SR I 81 VIC. TO VIC • SR 167 KING COUNTY RICHT OF WAY AND LIMITED ACCESS PLAN FULL CONTROL MP 2.-43 TO MP 2.66 STATION 333+00 TO STATJON 345+00 WASMINCTON STATE DEPARTl!ENT OF TF!ANSPOAhTION OLYlolPJA. WASH[HGTON APPROVED AND AOOPTEO SEPTEMBER ] 6. 2005 ~!GHj?'QF: WAY PLAHS [Ni n._~ ,1 w..,.. ., 17if.r SHEE f 12 Of !Eo '>HEE TS c,.~:•e-o >ccu~ [1•<><>4:..--.eo ,, :or"'"""~ ,~,,._.. ,~ ,0. "'· ono 6, '"'""''"lo~ ~o>Oluto~ N~ • .,,.,~cc.,c,':!. r,,, Jo<. R IW D -1 SR 405 1427 ~ ;: shvll1f'1 0612~1/2005 07113115 A"4il"LO!l2 C1\AAWork\Sr l~I\S. 55th St, Vic to sr 405_V1.f\2'JE,'3rw()2·1·L002.dgn CURVE DATA P. I, STATIOH OEL TA RADIUS T4NCEIH LENGTH ALL PLANS ARE SUBJECT TO CHANGE O'M-.ERSHIP SHOULD BE VERIFlfO O!i'!H' 31' .. L !• l'.109,H' '9,43 l'JS,68 To23No R ~~uV ©lF o5Eo WoMo PROPOSEn PROPERfY RIGHTS SHOW'< MA'!' NOT HAVE BEEN ACQUIRED Efl,CUMBRANCES 'AAY Of! MA'!' NOT BE I I I I I '..: I 1;. , • I . NE '/• NW 4 _;Ii: .' \ ': SEC. 30 : :::: , """ -:::_:::.:::.::.::.::?·> .......... J;.-,.f;>>.., ...... _____ ~s w·r ----=-~ -------,. _______ -, '' I St<Owt-1 PARTIES SEEKING CURRENT ~~[N]u@lM PLAN INFORMATION SHOULD CONSULT THE OEPAR-,-MENT CF TRANSPORT A !!ON HEACQUAR!ERS RIGHT OF WAY PU.NS "" 0 r rv rv I > I II : ,' I' ': I II : ',' ' I t I I ' ' I OFFICE FOR THE OFFICIAL l'lAN ON F!LE FOR ENCl,MBRANCE INFORMAllON CONSULT THE D(PARTMENT OF TRANSPORTATION HEADQUAIHE.:!S REAL ESTATE SERVICES OFFICE SE '/• SEC. SW 1/4 19 ' ' ' I ' ' I T J FOR REUNQUISH~ENT TO CITY f I f /-' I ·--FL 303+55:67 1P.C. ' - -·J•-• -••L:L: 2:4;~~~~":"-Z·ti~f~ N l•IJ'1s·· E l ;;; :::::....c --..:;: ~ .... I' L LI N -. . . ._ --..:::: ---.;: ' 305 .. • ' I f ' I I ~ FL 305+5 ... 35 P. T..! - g • ~ I ! Ii ' ,-·, _ . ·-. ' I 5 10 P,_L • . • -• ' -----------' ' ••••• R -•S • ' . -~ -~ /, ' l : I -: 'L-ei:1 ..... 111.,r..,, ' : /.,m,,, t:i "--:: -·· /j --~ I 1t o.it•.,r4• 19" w j~ ---= -;!. -~---~:.:_:--- I~ ~ 965 SR 167 ----L -,- TEW'ORABY CONSTRUCTION EASEMENT 969+19,53 P,O,T, .,(/ I ' I I t ·,tJ '• .. ·-, ., ·· .. / f "''"' (120-RT.) 970 N 09•2s·2r .,, .,::•:i~ ... "!·"·~' --(I O L , I TURNBACK LINE ,., " I '.~~~~~~~~~~~~~~~~~~~~~,If,(~~~~~~~~~~~~-, -----------~ ~~ --------------------- * TEMPORARY CONSTRUCTION EASEMENT *°*°MAIHMS EASEMENT CONSERVATION 9 SEE SR 40~. SR 1$1 VIC. TO SR 167 VIC. SHEET 15 OF 16 SHEETS. APPROVED AND ADOPTED SEPTEMBER 15 200~ ( 1-232~2) ·- NW '/• SEC. NE 1/4 30 !l20', 2'25' RTJ CONSERVATION -EASEMENT 968•51.4;, 12"25' RT.l : .:I, '' ·,~!' I ,': ' : : -0 "' "' "' "' 0 -- --.• 9&8.•98t: (i30.WRTJ ( 1-23601 ) SW '/• SEC. I I SE '/• 19 I I UTILITY EASEM_l;NT j FOR TRANSFER TO OLYMPIC PIPELINE COMPANY ~ fO SR ~05 l ~J ~ i 1•23601 I 9 -!_ 1 WSDOT Len.r 1(1.30-14 / 12-19-14 LaM<4-;l--1l J 6--6.1) Added Parcel 1"2l601: RIIVll«I Location Parcel 1-232S2. ReVIMd R:W and UA on Rt Sta. 966•9'! to 97-l•OO· .>.dded Utl~ ~Mment Fo, Transfer on Rt Sta. 968+94! lO 974+00: R I awn..r.rwp verilcal,on Nole R~!led RJW on LL Sta. 972•S50J to 974+00; Added Rsllr1qulahmt!lnt Note and Tumhlldl l""; Coned Pl Stadon "' Curve Bo;c s;w MRW i ,.232~2 r CITY OF RENrON .,. 8 , 1-23247 -, ~-§] OL,. Y'1FIC P1PE Ll'fE CO. SEATTLE WATER OEPT PARCEL NOJ UII[ TOTAL AREA IS FRON ASS£5SOA' S RECORDS 1Htl..£SS OTHCAVISE NOTEO. ~37 6800 TOTAi. JiRU I R/'I OWNERSHIPS ** te,B2l 1L.J~.s LT. AENAINOEA RT. I USM ALL AREJ.S AM SHOWN IN SOUW t[[T UNl£SS OTHERVIS,E NOTEO, 'J68•00 RT. ~&.'30 RT. NTERLINE OF APPROACH STAT ACCESS APPROACH 6 Oelll•d Or.,..,,. (qom'I on Rt, Sl<1, 987•;5~ ID ~6"69.0lt AdNd CIM'll-<1llon Eum'I .., RI. 91<1. ~ 967•00 lo 968•69.0l1 R•vl•&<t E<1•m·t Arao PQl'olll 1·232521 C"'"ol•d 0,.,Mt. lll!lp Spdflt GIid RIYIHd C A~nu ApprO<K'h $1.;i. 9&e•90 RI., . . D ... 14<1 0,~"'9 Aoa,11 Appl-~ ~1, 1<1 ~ ·901,ryq11qp Nor,, B!Y111d ownmblt vw111cqH9!1 Not. Adchd P-Qreab 1-23247 ond l-:eJ:2521 Adffd Dra1n09I EasMMnt lln RI. Sto. 967+35 la 968•69.oi, Added T«np<:1rory Comf,ucHan EOH,,..nt 0<1 Lr SID. 96!h7B.BO lo 969+39.621 Add1cl TY111 l'.l, App,a""" C L,11 ... 7-]-1:2 I 7-1:2--12 C-5 N r~--~PE L,11 ... 1-27-IO j 2-IHCI SCHEDULE R•fer-eric~JA o, .. tn11:_ 9_!.B•O_Q ~I. R~~lalon DHcr'~h;,n !! LEGF.:NO ACCESS TO BE PROHl0!rEO SHOWN THUS PROPl-.:RrY OWNERSHIP NU,itBERS PROPERTY LINES /////h'/// c:=i 0 so lOO SCALE IN FEET THE BAS[S OF BEARINGS ANO DISTANCES i\RE DETERMINED FROM WASH]NG?Ofl SJi\TE PLi\11[ COORDINATE S.YSTEM, NORTH ZONE (NAO 83191 J, THE DISTANCES SHOWN ARE GROUND DISTANCES, f()R SURVEY INFORMI.TIOK SEE RECORD OF SURVEY FOR Wi\SHINGTON STATE 0El'ART"4(NT OF TRANSl'ORUTIO/t RECORDED MAY 11, ZOOS AfM 200'!10511900001, THIS PLAN SUPERSEDES SHEETS 5 THROUCH 8 OF 10 SHEETS OF SR UH, SOOTH 228TH ST. IN KENT ro RENTON, APPRO~ED NOVEMBER 22, 1960, ACCESS NOTES: TH[ PRIVILEGE OF SERYICJNC THE EXISTING 'IATER Mi\[N ll!LL Bf: P'ERMJ TTEO TO THE SEATTLE ll,4TER OEF'T, FROM OUTSIDE THE RICHT Of WAY U SU, '69+05 ON THE LEFT, NO ACCESS WILL BE ALLOWED TO OR FAOM TM[ TRi\VELEO HIGHVAY LAN(S, TYPE C APPAOACH I'S AN OTF ANO ON i\PPROACH IN LEGAL MANNER, FOR ~CUL PURPOSE JiNO WIOTH TO BE AGREED UPON, IT NAY 8[ R[S[R\IEO WI TH THE WlOTH AHO FOR THE USE SPECIFIED JiT A POINT SU[SFACTORY TO THE STATE Al OR BETWEEN 0£SICNATED HJCHIIAT STATIONS, NO, 5, THIS APPROACH rs TO 8£ u5£0 ONLY FOR THE OPERATION, ~INT[NANCE, JiNO R(Pi\lR OF THE EX.IST!HG UTJLIH SPECIFIED, TH[ i\PPROACH SHALL HOT EX:CEED 20 FEET IN 1110TH AHO SMALL BE C.,,T[O AHO LOCKED 'llHEN NOT IN USE, li. TttS APPROACH 8tf.A.'.l. PROVIDE ACCEM ONLY TO rHE CGNSEflVATKlN ~~ l!AS$,ENT AfH!A. ACCESS SHALL 8l! l'ROM HOWTHIOUNO SA 117 ONI..Y ii:: /J SR 167 S. 55TH ST. VIC. TO SR 405 VIC. KING COUNTY RIGHT OF WAV AND LIMITED ACCESS PLAN FULL CONTROL MP 25.57 TO MP 25,79 STATION 962•00 TO STATION 974•00 \IA';;HIHGTON STATE DEPARTMENT OF TRANSPORIHIOH Ol. n4PtA, \iASfi[N(;TQN APf>ROYE.D ANO AOOPrEO JULY e. 2005 Q.,.......,,t'W R!GHfurnrL~EER 5HEE.T 13 OF t4 ~HEE.rs u ....... ..,.. ... Eo,ot,11.,, ... ~y t..-... -""· ""· ,ll,Q. ""'· ll, ~. D -1 167 /94 westti;:rs. P. I. STATION 91:10+8S.28 FL 312+8Q. 73 12/19/2014 10108,55 AM PlOTI~ c1\users\ .. esttl s\_e!',"Sdot\dm'i4'32~~\lE,7-94_R'III_PS.014.d9n CURVE _Q_AU DEL TA 11"00°38'" RT. 04~-0,'ii" RT. ""/-0 "' R.I.OIUS ~T?9,S8' 190,.e,· TANGENT SS2'.l)' &9._?"'i' LENGTH 1101.0,· 138.SO' I To23No R ©~uW @lf' SE '/• SEC. SW '/• 19 o5Eo WoMo [Rl ~ [M u (Q) [M Fl }1~,n~ .~ FL 115•16 1 'Q2' 124' LT I. ' I I 1U L_. -/· ' . -----,, -' :=t]' ,-- I -,- (D§D I TEMPORARY CONSTRUCTION\ EASEMENT i I i I ! I ' I " '"'" I ~\. }\ : ..: , . I R~3/'L:"'6.I~ \ / <II ' ' "'I-. -, g FL LI NE £, '1-'_LLEY RO.!. •o•·«·,. .. -,-310 _ ,_ I I FL 111>08 (Sll'Ll.l £ L £!,,______J_ Tso LT.I 12+1) .45 ·~ I• ' - I \I \ I :3; TURNBACK 0\\ \ I ;;;I LINE ' I \ I -. ' ., _ _ I ' \ \ / 3: FL JIS•73 14 (124.71'LT.) • FOR RELINOUlSHMl;!IT_ -\. \ 1 \ 0 "' /' EE "82•'!0 mnT J TO CITY ·-;: \ \ r --'f J / fl 11~•ao ' \::, -"" ·, FL J1J+OO · 1s.)lT.1· - ~I '"-.. \ ' '· . ~ L• 182 1T1 FL 313~49.95 P.T. I I ----·=-·------:--:-:-:---}f1';~-H:r\----~ R~ u,~ --L~ ~,e-r!\-3"(,---.;;_I • ~ " ---------------------!..=-~]'!' LE 1402· • • '-· •.. ' \> .,,., ' U) ·----- • ,,.,,~ "" . . . • . . .. ,.., ' '' 962+90 l..'A _,., · j"11JTI'[Tj N-00"35'°QJ • 85 28 P.!. ----"'------------~----___ 986 - ___,_ SR 167 R~ 1,894 1:16" \ 979•8'1 "ll ~ \~ I ~;JNHl) 1 TURNBACK LINE N o'3·2a·21" '111975 ----,---- I l I TO SR 510 TO SR 405 I I 97S+33.05 P.C. END OF PLAN Ah PL.AN$ ARE SUS...ECT TO CHANGE OWNERSHIP SHOULD ae VERIFIED PROPOSED PROPERTY RIG.-ns SHO ......... MA'r' NOT HIWE BEEN ACQUIRED Er>,CUM8RANCES MAY OR MAY NOT 9E SHOWN. PARTIES SEEKING CURRENT PL.AN INFORMATION SHOULD CONSULT lHE DEPARTMENT OF TRANSPORTATION HEADQUARTERS RIGHT OF W/>.Y PLANS OFFICE FOR THE OFFICIAL PLAN ON FILE FOR ENCUMBAANCE INFORMA TTON CONSULT Ti-iE OEF'ARmENT OF TRANSPORTATION HEADQUARTERS REAL ESTATE SERVICES OFFICL THE BASIS Of BURUtCS •ND OIST.I.NCES ARE DETERMINED F'RDM ll'ASHINCTON ST.I.TE PL.I.HE COOROll,UT[ SYSTEM, NORti. ZOME INAD 8]/911 • Hf[ OIST.I.NC[S SHOWN •RE !;ROUND DISTANCES. FOR SURVEY [NFORM.U(ON SEE RECORD or SURVEY FOR WASHINGTON STUE DEPARTMENT OF TRANSPORTATIOM Ft£COROEO N.I.Y 11, 2005 AFN 2'0050511 <JOOOOf. THIS PLAN SUPERSEDES SNEETS 5 THROUGH 8 or ID SHEETS OF SR 16?, SOUTH 228TH ST. IN 11:ENT TO RENTON, •PPRO'IED NOYEWBER 2'2 • I gi;o. FOfl R/11' ANO LIA NORTHERl Y SEE SR 40~. SR 1B1 VlC. TO SR 167 VlC. SHEEf I~ OF l& SHEETS APPROVED AND ADOPTED SEPTEMBER 16 200~ 1; I I --------:;:-::,;:-;;-;::-,=::-,::,-;;-;;,;;;;;,:;,-;,;,~;;;,~~,;:,::,::,::,::,:~,::,=~-~~---------------;-- STA. 982+90 P.o.c. BK.= STA. EE 982+90 P.O.C. AHO. MP 25.95 0 TEMPORARY CONSTRUCTION EASEMENT 6 CALCULATED AREA ~ SEE SR 40S. SR 161 VIC TO SR 167 VIC $HEE.El 15 OF 16 SHEETS APPROVED ANO ADOPTED SEPTEMBER !!'> 2005 1-23601 ] V 1.2}599 I CITY OF RENTON ARCEL NO. NAME TOTAL AREA IS FROM A°5St5SOR S RECORDS UNLESS OTHERWISE NOTED. V ' '\ / R• 4.9<19 50' L• (,!',5.19" / 974+20 __ 1130.:;Cl'RT) I SW 11• SE 1'/. """ , J /"t ,4 t148"RT) , / \~- W,IJSIJ'IH.1 UTILITY EASEMENT ~ SEC 19 ~~7~:ift / FOR TRANSFER TO • . l OLYMPIC PIPELINE 980+99 30 COMPANY t1'lO"RT.) / , / ~6~%:ti:~E-~,-/ ~ / OL YMPtC PIPELINE { / COMPA0 ~' " .._._,. • .._ f / TEMPORARY CQl'§J~ /// EASEMENT / ~ // LEGEND (17338'RT.) ·' / TEMPORARY CONSERVATION ~·/ EASEMENT ////////// 982 .. :li'i (14~'RT i --- ~,,.- i347.57'RT.) 1 ~ " r !, < I '" I ' 982•..0 UA /H\1._13"RT) ,~(161'RT.) " ", TEMPORARY CONSTRUCTION_ EASEME_.!',ff '-...:"'-!)82+9() [161 HRT) ''""-982+e3± m1'_filJ ,, ",."-.l_EMPORARY CONSERVATION EASEMENT ;2•g(j /i9().62' RT \':182•l9t {290'J:i.T) TEMPORARY CONSTRUCTION EASEMENT • .... ,962+90 [3.t6.9B"B.!J ' ~/,-49.">0"RT) ACCESS TO BE PROH!BI TEO SllO'IIIN THUS PROPERTY O'll'°IERSH[P NUMBERS Ad<kld Parcel 1-23601; Revised R/1/V and UA on Rt. Sia 974•00 to 982+90: Acicl!ld utllity Easem«>t FOf Trall518t or, Rt Sta. 974+00 PROP£RlY l INES o::::=::J Lefler 10-30-U I 12·19--14 to 9112+53±; Addo-d TC E.'s on ~ Sta. 980+99 )() 1o 91!2•5n. 962+77± to 9112•90, and 'ill2•Bl± 10 9a2+90: Addfld Tli!fflpo,ery I STW Coo$8Mlllon Easements o~ Rt Stil. 961 ~7.49 lo_ 982+~ and 982•79:I. 10 98.2t<l0· Raplac>,d aw,-""'£. VIHHbtk>, Na'8 ,t,. 745872 !TOTAL ARE , ... R/W OWNERSHIPS 74l464 I I O 5.396 LT, REMAINDER RT. EASM'T Ff;_p UNLESS OTHERIIIISE -~_QTrn_. 0 so SCALE IN FEET All AREAS ARE SHOWN IN SQUARE L .. 1111<11 .. 12-n J 9-19--11 L-4-J.-1] f>.6.1J 100 Letter 7-19-12 B-2-12 Reftti-~~~}Apj:H"'ovol R!Mled Parce1NumbefL'1 Re\,ision Blod<~Delelad Sta.FL ]12•607] R9\l!Md AAN or, ~-9Ht0() to :162+90: ReYil«I E. Valley RO on L!. Sta. FL ]13•00 to FL J15+22 Acltleo;I T.C.E.oo Lt Sta.FL 311+08 to 31!;+16.AdOed Pan::,e,irm: 1-23599 T~ Arn and ReltngulshmertNote RoMMd N-rty RMI and UA Reference Hate: Added O..n,ersrllp Ver11\cador, Note ~e ... 1sron0escr.!e_tlon MRW; ~ CM i ,_ .. ,-.-. ... - SR 167 S. 55TH ST. VIC. TO SR 405 VIC. KING COUNTY RICHT OF WAY A~O LIMITED ACCESS PLAN FULL CONTROL MP 25,79 TO MP 25.95 STAT(ON 974+00 TO STATION 982+90 WASJ,jlNCTON STATE DEPARTMENT or HIANSPORTATIO~ OLHIPIA. 'IIIASHlHGTON APPAOvrn AHO ADOPTED JULY 6. 2005 FllGHPo, WAY PLANS r, 0..-,,,f~ GIi SHE[ T l ~ Of" 14 SHEETS lio,lt.., •ccua fo,-..., o, c,,_...,"" ~ ... ...,.~.;on.2•."61. D -1 SR 167 194 wqstbys I 5/22/2007 Ll!.~8_12S AM (PLOTC•fl C1\MWorlr\Sr 405\SR '.\15 Vic, to S, 6th St, Vic, f g. 0\2%9rw02-0'LOOJ_C,<lgn _g_ll~~E DAfA P,l. STATION ()(l,TA RADIUS as "'J2+9G,"'o o,•12 :,o RT, Jooo t SE 1/4 NE 1/4 SEC. l 9 i L1~~ 1± 11aJ 19Jf7·' 20 r2'.6J 22 I ·,_, )~.:.~,~-,-~;!}-;,~~.:;;,~ ,::--._: ...... ,,,, r--· .... ~-'""i'"'....,-~---..A... N 01•03 56 E ··- To23No t~uw Ro5Eo WoMo @ rf' ~ ~ W! u @ ~ EXJST[NC 350' WIDE BPA TRANSMISSION EASEMENT LEGEND ACCESS TO BE PROHl81TEO SHOWN THUS PROPERTY OWNERSH[P NUMBERS PROPERTY L [,..ES 0 50 100 SCALE IN FEET 6 RENfON VIE\f AOOITION ////////// ( - ~ WSOOT MAIIHENANCE HU,fflC WILL BE 0 R [CHT OF WAY AND TEMPORAH CONSTRUCT[ON EASEMENr rABL POINT NO, srATION on 1 es 4!0•32,'H llLl BS 410•42,l7 TT8.7 BS 410•55,Ll ~ BS 410•79,66 -ss. a OS 'lll•'l8.59 854TC~29.t3 7 as Ho~1a.09 e BS 41015\.60 • BS 410~~0.57 10 BS 410•3'1.61 LIA 11 BS 413•92,]8 12 BS 'll'l•~J.50 ,-,--as 41,060 -,-,----1fsTJ4f66: 5_0 ___ §ffl t 15 BS 415•16,29 ___ _ I 16 -BS 4_1&•02.93 OL•L Ji BS 415•4<.J.50 "-•" 0 UTILIH EASEMENT / I : /// 1r·-;/··---:":'-~~r~sr::;;:--~~ ... I ' 0/ "' ~ TO'NER5 PERMITTEO ACC€$S ANO USE Of nlE MAINT€HAHCE ACCESS ROI\O DESIGNATED OH THE: rtlGHT. --L------------- 18 BS 4J&10J.38 I • ;:."-.._ Na9•45'46"W l· 1, 5457'/ I 1 N 01°03.56" E~-• 1 fQ!tl_r.lf2,_C_srATION I I us .!!~..0~! , 7/ FUTURE SOUTH RENTON " ..-, PARK & RIDE LOT EXTENSION TUS MAINTENANCE ACCESS ROAD SHALL PROVIDE ACCESS ONLY TO THE STOAMWAT!ffi TREATMENT AREA. ACC£5S WLL BE FROM THE es LINE ONLY . I 19 65_415•-~-,--~ 2 85 413,~! -.--85 413•47! 4 [ 8s 412•73% STORMWATER TREATMENT AREA ,i~.::"t'.g.l';~~---N S5°l5'0J .. W I .t t'" 18.55' ' "' -<' .j, •1"' I oo '!I" I ,_'< -,? ,0 ' -=,~ I I "'--!~.., I : '"I;' /" . it "'-.•· ' I Ol I Qi ' ,~ I c''~ : !r~ I ei1' ti .. ~1!:~ ~ "'"" ' t-I ,::.."-~ 5 Z,I' t)': l ,,.'. ': ~I: mnvrr'-l . I:* . I -', : I' 'n;\;;ii-'=~--' l ~\i :I N 51•05' 26" E ;-I'~ . 9,62' ,I 6 i/~ j2 :::."li.o:•uu ~ /~39,71 • M , \ BS 4B•55 r ~ ~39.72',80' LT.I ----~l---t-;----- & ,t ,_ .... 'le .. ~ ,. .... ;,; ~ BS 4'3+04.06 (Ba.09' LT.I 1-20423 BS 415+88.19 (147.96' LT.) SEE ==·=-..:.:..·...:.:i~U~ /rn L=tc;:o!: BS 415+&4.93 149' (97.66'LT.) es 415+36,96 P.T. -i ' 2 lo '• STORMWATER TREATMENT AREA ,A IN THE EVENT THAT THf: OWHfRS OF PARCEL H00410 ARE LEGAU.. Y PAEVa!Y!I> FROM USIHCJ THE SCHE.DV1..€D ACCESS, A TYPE D APPROACH SHALL BE PERhlTTEO AT OR HEAR STATIOH BS 413•30 RT. 1H1S APPROACH SHALL (If RESTRIC-rt'.D f'OR tJSE BY TRAFFIC AS TO A RIGHT JN RIGHT Ol!T ONLY, COST OF INSTALUHG NI APPROACH SHALL BE AT THt SOLE EXPEHCE Of" THE OWNER. 'f -fHl&-APPfN>A6H--HMH:IEE~POOVltlE&-f&-f'ERPE-ltJA-ff-- -AN-~F8-fHE-All.!AGEN-'f-Pft8PEIH·¥--l)WHER-P\fReW.tff- T8 C bltll~PER~9-PllGE-l-&81Jtto----- -ENER811 RE• '81(C THE--PERMlf1 ·ri 161 APPA&AEIH-el-!M.t-ee- -P&RMJl~ll::'I-GY)86&,- 0lHl&-APPROltGH-Wllal;--8E-l:Mff:D-f&-l'HE·-l¥PE·8F-U8f;- 4P~l&O-W-lH6"-yt,t:JE&-VSE-r'ERM~~O-lM&--- -l-VPE-6F-W&-G~IAHGE;-f'"'6-AP~Wl:l::-815--0lil-.i-Ri8,- r-~·':: _E ~4]5 ,ffftAOFtN:-liftSi.E=l:J-OM=. ·U=-:-4=1:fJ.-k&.I= TO 11:(NT 410+54,81 P,C, '.4#{~_ · __ "'-.lf(, ... W ... #t..•"f'A_t;"' .. ;·o_.·~.--:·:·· '.,) i2'.i ------BS .. ·11-~6':1.~J-·,~-::-1.-. ' ---.r.1 ... x, , .-....-u"""' CONS TRiJC1 I ON ' _.;.. - ' f .i.dMtl.lT , /.~;.. ['' (1-19637) i:-. -- al! ~ 5" vg oz WO -v ~" 1-BS ro SR 405- STORMWATE_R TREATMENT AREA S 416•70 !7~' RT.I VACATED WSOOT MAIHTENANC.E ACC£SS ROAD EXISTING 100' WIDE BPA TRANSMISS[ON EASEMENT UTILITY' CA$1;Ml;NT i : J~~QRARY .at!--• CONSTRUCTION t· ·: EASEMENT . FOR TRANSFEA TO t_/.!... ,' ', PUGET SOUND ENERGY ;,t ( 100TH AVE, S£, , . g 5 / --,I-----~ ~"----'r -- TYPE C APPROACH IS AN Off ANO OH Af't)ROA"CH 1H LEGAL MANNEA', FOR SPECIAL F'I.IRPO$E ANO WIO!H Tl) BE AGREED UPON. IT MAY BE SPEClf1£0 AT A POINT SATJSfACTORY TO TH£ STATE AT 0A BUWEEN 0€SIGNAT€0 HIGHWAY STATIONS. NO. ~-THIS APPROACH IS TO BE USEO _:;;....,~-~--~---~-· ·--~.-~ .. -~~--~T!':__Jh N 0 LIMIT OF PLAN , -,i-: f' I " , ' ·..;·~ .... ;.L,;;,.;:.:,i·· r . FOR THE OP€RATION, MAIHTENAttc£, ANO REPAIR Of" THE UTIUTY SPECIFIED, TH£ APPflOACH SHALl NOT EXCEED ,o FEU IN WIDTH. NO. '9. THIS APPROACH SHALL 811.: IJIITEO ANO L0Q(£0 WHEN NOT JN Ust . SR 515 SR 515 SR 515 STA, BS 410+23, STA. 410+23.67 MP 6.77 48 P.O.T, AHO.::: :G BONNEVILLE POWER ADMINISTRATION ·14---1f. A<:CESSWILLBEl'ROMTHE83UtEONLY COVINGTON-SEATTLE NO, I (J u·riuTY EASEMENT t CALCULATEO AREA P.O.T, BK. L.eU9r8-12·13 I 9-5-1J !Rumed SmnnwaterTrealment.Area;ROOICMld Garaga in Pafall1-2042l Letter6-S..13 I 7-11-13 IAddad UA O!l LI.Sta.BS -'41~•84.93 bJ 6S -'415-1-88.19:ReYbed OMMnh!EDolsAround W3DOT Parcel WSOOT I I I 83 ']l§•JO RJ I ~ I J OOGET SOUND £NERGY US 416•00 RT.C-~-9-**-*Loller ~-H L-20423 SEE_SHEET_J 7-21-11 R•Y11'id R/W Oil LI. Sta. BS ,ms+30 to as 147•001 Addad S.T.A. on Lt. Sto. BS 410•64.72 t11 Vic. Sto. 83 412•001 AaYlsad Fuluta Soolh A,nton P&R on LI. Vic. Stu. es •lKh64 to BS 414•701 RaVIHd S.T.A. on Lt. Sia. es 413•04.06 to as 4l7•001 Addlld s.T.A. Of\ Rt. Siu. BS 416•03.38 to as 417•001 Added WSOOT MQlnt811<1nce Ac11~, Roud on RI. Vic. Stu. BS 416•20 lo Vic. OS 416•701 Ad:ad WSOOT Malnltnonu T,oPnc Nol•1 Ooi.1111d Gt~ lnt111rsetlkil'i es 416~81, t.ddtd WSOOT Mou Apptoadl SchadQ!e Sto. BS <00•30 L-20410 RENTON PLAZ~ ASSOClATES, LLC L-l?:~37_SEE .S,HEET 5 t 57,906IACCESS ONLY 11 -I 96JJ jsEt--sHrE'.r J ~ ~ARCEL 110 NAME -JilTAL -AREA [ R/W OWNERSHIPS TOTAL AREA lS F'ROM AS5E550R'5 Rt:COA05 UNLESS o·tH[AWISE HOT£0. <t 2,509 LT. RENAINO£R RT, f 'EASM----Y ALL AREAS ARE SHrnffl IH SQUARE FEET UNHSS OTHERWISE HOTED, ,,__= ~~ = ACCESS BS 414•18 RI. BS 414 118 RI, .PPRQACH ST AT APPROACH D-2 -*-·~ Ltlt• 6-6-08 6-26-QB 0-2~* Lellw 4-03-08 5·8-oe N I TYP SCHEDULE L.11t,1 2-14-08 2~2e-oe1 1111112--20-07 H7•0e L,11.,. G-21-07 7-1 Rllilf.a,rence Api:,ro-vof Ji;i Type C,:S--9-•·t.-i Appr-h Stu, ~ 416-00 RI. ~l)-,2:4c-,.6Aaaraddl to 0-:2·,t~.4 Aporolldl st.a. es 414118 Rt, Aavtsa4 D-2-*App(oocll to D~2,,X....f:(>Appto«h $I'll, flS 414•18ft11 Ro~bod opp10<1<'b s1 .. 1i.,, OS 414•18 Rt. Added UHHly E<.le•m•nl ,in RI. Ski. 85 41J,Q!)~ ~ 8$ ~"3,41S!; RovlHd Arsa Pilreel ~-20410 Revision Description ; I i 1' "" {' .}U·--J •J THE BAS(S OF BEARINGS AHO DISTANCES ARE OETERMJNEO IIIAS1t1HGTOH STATE PLAN[ COORDINATE SYSTl:.M, NORTH ZOt !NAO 83/91 I , THE DISTANCES SHO'NN ARE GROUHO O(STAHCES, FOR SURVE INFORMATION SEE RECORO Of SURVEY FOR WASHINGTON sr, DEPARTMENT Of TRANSPOftTATIOH 20050726900039 RECORDED JULY 211, 2005. OWN[RSH(P SHOULO BE VERIFJEO, PROPERTY RIGHTS SHOW~ NOT HAVE BEEN ACOUIREO BY WSOOT, ACCESS NOTESt TYPE O APPROACH IS AN Of'F' ANO OH APPROACH IN A L[Gi! MAHN[A NOT TO [)[Cf[O 50 FUT [N WIOTH FOR USE N[C[~ TO TH[ HOFtMAL OPERATION OF A COMMERC(AL ESTABLISHME IT MAY BE 5P[CIFIEO Al A POINT SATISFACTORY TO TH( STAT[ AT OR BETWEEN DESIGNATED HIGHWAY STATIONS. HO. 2. THIS APPROACH 15 TO BE USED TO SERVE MOR€ l OHE OWNER AHO/OR UTILITY, FOR ONLY THOSE OWNERSHIF LIST(O ON T»E ACCESS APPROACH SCHEDULE, * APPROACH JS RESTRICTED F'OR USE 8Y TRAHIC A5 A RICI~ IN RIGHT OUT ONLV, THIS PLAN SUPERSEDES SHEETS 2 THRU 1, L5 ANO 16 OF 19 SHEETS OF SR ol05, SR 515 VIC, TO N,E, JRO ST, VIC,, APPROVED ANO ADOPTED NOVEMBER 16, 2'005 FOA ACCESS HEARING PLAN SE( PLAN OF SAME 11T APPROV£0 F EMU ARY 2'2, 2'007 EXHIBIT A LIMITED ACCESS ESTABLJSHEO 8Y THE DIF OF ENVIRONMENTAL ANO ENGINEER[NC PRO( FINDINGS ANO ORDER AOOPTEO MAY 17, 2( SR s. SR 405 515 6TH VIC, TO ST. VIC, KING COUNTY RIGHT OF WAY ANO LIMITED ~CCESS PL FULL AND MODIFIED CONTROL SA 5l5 MP 6.77 TO SR 5l5 MP 6,9( STATION BS 410+23.48 TO 5TM[ON es 4 ---- WA5fl!NCTON SfAJE O(flAAfMENr OF rnANSPOR'f OLYMPIA, WASHINGfON APPROVED ANO ADOP rm MA'I' 24, 2007 C:/dl, WAY PLAHS MANA· StlEE r OF 9 wes tbys I 1 U~C/20 I 4 I 7_U S: 2] AM J f'L O T24 I c 1 \useo:_s\wes tby~pw .wsdot\d,.,s41_1'._~&_\40~~ ~ 2 7 .R'III PS .015. dQ" CURVE DAT A P.1. STATION 0£LU RADIUS UNCUIT LENGTH EE 980•1t5.21t 11"00']8°' RT. 572'9.ftl' 552.Z, 1101.06° LIMIT OF PLAN P.O.C. SR SR SR 167 167 167 STA. EE 982+90 STA. 982+90 P. 0. C. BK. AHO.= MP 25.95 [l.OJ)ffe.-® ® -©1~ -ll.ll./i\ I I I I I I I I :~ / ~~ 19:l+'"?'f /212' LT )• / .14 (1U,71'LT.I I /EE98l+03 ~ i /mrTI'i"Tfi l ; : : : -_- PARCEL 'A / , .EJ::..~}~:B_l231' ~Z'.!:.Tj h ;,: RE 3t l;: 19 ]s·; ~-' Gnm) •: TLJRNBACK LINE To23No R ©OuW @~ PARCEL 8 ju .... ' . . FOR RELiNal.11SHMENT · ·-T(f CITY ~~~-·~ EE 9&1•~'l:1: '(17916 182'Ll"~-,, " EE 988•'.-4± /(204 L f_j J o5Eo WoMo [ru ~ [NJ tT (Q) [N] ,, __ NE 1/4 SEC. ~ SW '/• 19 ? ~ ~ ~ w w I ,--~-• : ~ / EE 98!•36 -EE 985•7S± I EE '1&S+14i / p§, 1)5 LT) TI;MPO~ML_ (1"1 •i'LTJ' /Ti9"fL'f)-_E_E _986....!1.L_ CONSTRUCTIO"' ',:197 175' LT.I \ CE 963• 38 EASEMENT EE 98~+ n \ (172'LT) f1f5 ~ , I -'/ '. ITEMPORARY CONSTRUCTION EASEMENT • ": . : I EE gag.,5 ,'iTiii;;· filT'"L T ;. TEMPORARY CONSTRUCTION/ EASEMENT / ~ \191+&1 i_:_9S'lT.~ EE 1191tt.4 (1S6'LTT-"~·"'''·· 1 , R• 2{,£'_ _ _ _ • -;_ R" 21-" , / ---------- ',,_ i• __ -:..-:..-;.-----:--: ----::------_ --... ~-__ :i. _ -.:.. ----f------------_ --'-.-:-.-:.-:-_:__I__::.,_ __ :-;. ~ .----::-:-:- ",.,.,,,~ (113 ll'LT.~7 t· . .L. EAST VALLEY RD -- ----~-~-~---------------- I -----,..,.,..,...,. .. ~---------------·-·-· "EE-~l+M.6s· !128'LT.1 ' 7 ---0 z E 983•l0.24 P.o.c. EE 986•34,lt P.T. ·--xRLtNE. ::; TO KENT l.&J -,: ~1::0 --~5 ----------~~------~--990 ------------; FOR 11/W AHO LIA 5DUTHERt. Y SEE SR 161. S. 55TH ST. Vlt;. TO SR 405 VIC •• SHEH l-4 Of 14 SHE[TS 0 APPROVED .t.HO ADOPTED JUU It. 2005. '" z ~ ,: :.QR L I liE: J~ ~~~ ~-------------------------\ ---------------------------------------- 'I ~ c1-2l601) ~-~"" ((«((<<<Gcc««<«<««<<<<««<<«<«acccc~««<<<<«r«/<<«<<<<<<««"<<;,u,,c,,,cc, ··~ ~~~) ~ R ~ '''''«'''''« '''«'''""'''' ''' <««,,'' '""' '''""'"''" ,uc,,«c«c c«««e,5.,,' ,r««c,,auae1 ·-EE '{16i:J I ]"'· 11 ' ',f;f; 982•90 1ts1.43'RT1 ',_ EE !182•90 ·1200:62· RT} ',~ (J468ll'RT.j \ '· ' ·,-...._,\TEMPORARY CONSTRUCTION EASEMENT ' ~-~-~-·-'19 ,2'¥.l'llf i ~EE 98';+78 (27';'RT I- / f;_E 98!.!S§J?// {194'RT) I TEMPORARY CONSERVATION/ EASEMENT 8 IJTILIT'I' EASEMENT "' TEMPORARY CONSERVATION EASE~Er-!T 0 TEMPORARY CONSTRUCTIQN EASEMEN r L'l. CALCULATED ~EA LEGEND ,_EE 987•56.30 mfifff-- I I ; NW 1/~ SEC. SE 1/4 19 UTILITY EASEMENT FOR TRANSFER TO OLYMPIC PIPELINE COMPANY \ E£ _'fl~E_J / // 1H';'RT I / / EE !)9!+96.22/ . (19';'RT.) // \ / TEMPORARY \/ CONSTRUCTION EASEMENT ~'-EE ".19t•'zll (27S'. 289' RT I ~ 1-23601 CITY OF RENTON 22M,74! 75 15] 2 1g3 58!! • 100.47( 8 3S_S~7 D 46.884 ACCESS TO BE PROHIBITED SHOIIIN THUS PROPERT'f OIIINERSH!P NUMBER'S ////////// c::::::) Lett¥ 10--:l0-1~ 12-~14 ~ Paroel 1-23601 R&m6<1 R/W and UA on Rt Sta. EE 982•90 to EE 993•00· Added Ternpomy ConstnJCIICfl EaM!mOO!on Rt Sta. EE 982•90 to EE 993'()(1 .i.nd EE 982+00 to EE 98S<-09, Added Temporary Conse,vlMiol> Eas.emem en Rt Sta EE 982+90 to EE 993+00: Added Ulility Easement Fo, T,..,,..,,, on Rt Sta EE !lli!!7•56 30 1£1 EE 991•96 22· Ro,placed O,,~hto V~Note 1-2lS98 APPLE SIX HOSPITALITY A 111.6"4r 3_,_915 1-_?}~ LL RENTON.,_ L.P 1-11~91'1 [ SEE SHEET 11 ~ 117901 ~ iPARCEL NO.j NA~ DTAL ARE R/W TOT AL AREA IS FROM ASSESS0R-'5 R~CORDS UNLESS OTHERW_l~E NOTED. OWNERSHIPS 114,.3<!0 1~J32 03.001 D 1.,§1$ PROPERTv L !NES LT, REMA!NOER RT. ] EASM'T ALL AREAS ARE SHOWN IN SQUARE 0 so 100 SCALE IN FEET FEET UNLESS OTl:I_ER'ilSE NOTED. leM" ~12-11_ 9->-I l L-,4-3-H s,.n ~~S.26.t.JS ~-Reference 4Dl)rovol R8Ylsed ArN Paroet.t-21597-~ Sta EE 985-+37 on Left·Added fi-:6-13 ReYisoi:i_n Oes,:1 Revlsi!d R/W .and L'A on Lf. S1a EE S82•90 to Shi. EE 993<-00; Adaad Parcel-. 1-2)~. 1-23597. 1-2J~-Aodoo T C.E.', on It SW. EE 983+03 to EE 99)•00: A<Xled Tumbacll Lint! and Fo, RellnQu,sNnent to C,:Y Note: Adde,j Cet11&1linfl on E,..1 V*Y Rd R~"""9d Qwner,Np Ver1~ Nota, Add«! 5'8!Kln E~ at Sta. EE 9;1;!•90 (2l2'L1 )= FL l15•73 14 1124 71'Li) Added liA R_,esol<ltion NoYr R_!":Jslor, oescrlotTor, '"' s,w '"' '" .,,. THE BASIS OF BEARINGS AND DISTANCES ARE OETERWJNED FROM WASH(NGTON SUTE PLANE COOROJHAT[ SYSTEM. NORTH IONE lNAD 83/91 >. THE DISTANCES SHOWtt ARE GROUND OIST.l/llCES. FOA SURVE.Y INFORMATION SEE R[CORD OF SURVET FOR WASHINGTON STATE DEPARTWElfl Of TRANSPDRU.TiON, AFM 2005D728900039 MCOROEO JULY 2'8. 2005. THIS PLAN 5UP£11S£0H SHEETS l AtrtO -4 Of 9 SHE£T"3 OF SR 405. JCT. SSH N0.2-M TO JCT. PSH lf0.2 IN R£NTON, APPROV£0 OCTOBER ll. 1961. AND SHEET 2 OF l SHEETS OF SR -405 0 JCT. SSH NO. 2-N TO JCT. PSH ND. 2 tN RENTON Pl.AN SHOWING ACCESS, APPROVED JULY 11. l9bl ALL PLANS ARE SUBJECT TQ CHANGE OWNERSHIP SHOliLD BE VERIFIED PROPOSED PROPERTY RIGHTS SHOWN MAY NOT HAVE BEEN ACQUIRfD ENCUMBRANCES MAY OR MAY NOT BE SHOWN. PARTIES SEEKING CURRENT PLAN INFORMATION SHOULD CONSULT 11-tE DEPARTMENT OF lRANSPOFHATION HEADQUARTERS RIGHT OF WAY PLANS OFFICE FOR rHE OFFICIAL PLAN ON FILE FOR ENCUMBRANCE INFORMATION CONSULT rnE DEPARTMENT OF TRANSl>ORTATION HEADQUARTERS REAL E$T,\TE SERVICES OFFICE <i1 W'lltel~••:.:m 1u 1• I \l i O'/bl/0') SR 405 SR SR 181 VIC. TO 167 VIC. KING COUNTY RIGHT OF WAY AND L[MITED ACCESS PLAN FULL CONTROL SR 167 MP 25.95 TO SR 167 MP 26.14 STATION EE 982+90.00 TO STATION EE 99J+OO ll'ASHJNGTON STATE OEPAATMENT OF TRANSPOFll~'ION OLYMPIA. 'IIIAS!-<INGTON !~~R~06Srrn SEPTEMBER 16. 2005 ,r,1,f RtcH"t?oF it'Al' PLA~~ ~-- a..........,~ SH[[ T I 5 OF 16 SHEETS ,;.; •00 '"'°" t,·co, ,...., o, -.,,.,,, ,, ,,-,,..· or ,c .• ,,, J,., ,•. ;,1. RIW D-1 SR 405 I 427 WSDOT Eastside Corridor Program RFP Appendix H3 Preliminary Hydraulic Design Analysis for Rolling Hills Creek Realignment January 2015 1. Introduction " ,I_:_-_. -_. -\I The Washington Department of Transportation (WSDOT) 1-405/ SR167 Interchange Direct Connector Project (Project) site is located on 1-405 in the vicinity of the SR 167 and SR 515 interchanges within the City of Renton, Washington (City). The Project is part of the overall 1-405 Tukwila to Renton Improvement Project that includes consideration of channel realignment and restoration the Rolling Hills Creek on the east side of SR 167 within the project limits. The Project will construct a new direct connector ramp for a high occupancy vehicle {HOV)/express toll lane (ETL) in each direction between SR 167 south leg HOT lanes and 1-405 north leg HOV lanes. Included is reconstructing sections of 1-405 and SR 167 to open up the medians to make room for the new direct connector ramp; constructing a new HOV/ETL structure between SR 167 and 1-405; widening/replacing the 1-405 bridge over SR 515 (Bridge Number 405/016); and constructing new retaining walls. This project will modify local roadways, including East Valley Road and S. 14th Street, related to the interchange improvements and l-405/SR167 widening; install sign bridges; install ITS and tolling; install/replace noise walls; construct storm water management facilities; and modify/replace existing stream crossing at SR 167 to improve fish passage. Current funding provides for preliminary design, environmental documentation, completion of necessary permits, and right of way acquisition. Additional funding is required to complete final design and construction. The SR 167 culvert crossing is the subject of the "Preliminary Basis of Fish Mitigation Design" memorandum (RFP Appendix H2). That memorandum discusses the proposed location change for the SR 167 crossing. The roadway widening associated with the Project fills the existing Lower Rolling Hills Creek channel, so the Project looks beyond the culvert crossing to include construction of a new 1,400 foot long channel from WSDOT's Culverts 42 and 44 to the new Culvert 76. This document discusses the hydraulic analysis approach used in developing preliminary engineering for the new channel, wetland, and flood condition elements. The primary goals of this effort are to: • Establish preliminary design standards for the Project (including coordination with the agencies), • Create a preliminary design that meets the Project standards • Assess the existing condition during monthly average flow conditions as well as the design storm events (2-, 10-, 25-, 50-, and 100-year design storms), • Verify that the proposed facilities will not increase the 100-year FEMA regulated floodplain elevations. Analysis will be based on the current FEMA floodplain 100-year water surface elevations as presented on the Flood Insurance Rate Maps and the Flood Insurance Studies. This document is a reference for the Design-Build contractor and summarizes the hydraulics models, assumptions, and sources used. The design-build contractor is required to verify these design elements and develop the final design. The recommendations included in this document are therefore subject to change as the design continues. N Tukwila to Renton Improvement Project Area Culverts Conveying Fish-Bearing Waters of the State -Stream Open Channel --Stream Pipe -Existing Right of way C::J City Limits Figure 1-Existing Culverts in the Project Vicinity Figure 1 provides an illustration of the streams and culverts in the Project vicinity. The study begins in the open channel at the downstream end of Culvert 47. Culvert 42 and 44 will remain in their existing condition with the Project and Culvert 76 will move south to align with the westerly flowing section of Culvert 75. The channel and wetland storage between Culvert 42/44 and 76 are a key element of this study. Culvert 75 represents the City of Renton's storm sewer system in East Valley Road and SW 19th Street and the connection to Springbrook Creek will remain at the end of the Project .. 1-405/ SR167 Interchange Direct Connector ProJect 2. Hydraulic Analysis Approach: The City's Watershed Study effort established the downstream condition in Springbrook Creek. The water surface elevation for each of the design storm events were provided directly. To assess the lower flow conditions that influence the wetland function, the Project developed monthly average conditions in Springbrook creek. This was done using the City's HSPF and HEC-RAS model information as follows: • Monthly "Mean" flow rate were calculated using the City's HSPF models. This provides the monthly average flow rates for Springbrook Creek and Rolling Hills Creek. • The water surface elevations reach were established by applying these flow rates to the City's Springbrook Creek channel hydraulics model. 2.1. Basis of the Existing Condition Models The effort to assess Lower Rolling Hills Creek was developed from the following key references: Table 1-References for HEC-RAS Model input Reference Provides City Green River Watershed Study1 Basis for 2-, 10-, 25-, 50-, and 100-year Technical Memorandum design storm event flow rates throughout the channel network. HSPF models developed by NHC for Basis for statistical analysis by WSDOT to WSDOT during Panther Creek studies in establish monthly average flow rates 2005 2 throughout the channel network. City Green River Watershed Study1 HEC-Basis for WSDOT Springbrook Creek model RAS ground section model of Springbrook to establish monthly average tailwater Creek condition for the Lower Rolling Hills Creek hydraulic model. City as-built drawings3 and WSDOT survey data' Basis for hydraulic models Sources: 1. City of Renton "East Side Green River Watershed Plan Technical Memorandum Supplement -Final", dated February 2007: Includes two basin scenarios: "Current Land Development," and "Future (full build-out) Land Development." 2. May 19, 2005 memorandum from Northwest Hydraulics Consultants (NHC). Specifically, Part Ill of South Renton Projects scenario with Panther Creek "south" diversion (through the Panther Creek wetland) is considered the existing physical hydraulic condition present in 2014 3. City as-builts for L.I.D. 314 Street, Water, Sewer, & Drainage Improvements for East Valley Road and SW 19th Street (R-1999) 4. WSDOT surveys and site visits in 2014. The hydrology (flow rate) model efforts were based on the work associated with a May 19, 2005 memorandum from Northwest Hydraulics Consultants (nhc). Specifically, Part Ill of South Renton Projects scenario with Panther Creek "south" diversion (through the Panther Creek wetland) which is considered the existing physical hydraulic condition present in 2014. 1-405/ SR167 Interchange Direct Connector Project Two basin definitions were evaluated: • Current (2001) Land Cover Conditions in the Basin (Model "SPRp3dC") • Future (full build-out) Land Cover Conditions in the Basin (Model "SPRp3dF") The original HSPF output (WDM) file did not provide flow data for all of the Reaches that were needed for this effort. The additional flow data was developed by running HSPF using each of NHC's original UCI files to populate the WDM file with flows. The flow data was then extracted for statistical analyses using Basins v4.l software. Four Reaches (see Figure 2 for locations) were evaluated: • Reach 103: Rolling Hills Creek flows into the North End of the Wetland • Reach 102-1: Rolling Hills Creek flows through Culvert 76 • Reach 11: Rolling Hills Creek flows through SW 19th Street system to discharge at Springbrook Creek • Reach 7: Springbrook Creek flows downstream of SW 19th Street/Rolling Hills Creek tributary An additional Reach is included to address the overflow into the Panther Creek wetland to the south during higher storm events: • Reach 102-2: Rolling Hills Creek overflow over the (SW 19th Street) berm The following results were for the Lower Rolling Hills Creek tributary: • Monthly average flow rates for the full period of rainfall record in HSPF, 1950 to 2001 (input into the spreadsheet for Current and Future Land Cover Conditions) • 2, 10, 25, SO, and 100-year design peak flow rates for five reaches (R103 to R7) illustrated in Figure 2. Summary tables (see Table 2 and Table 3) were developed to show the statistical flow rates from the monthly runoff predicted by each model. 1-405/ SR167 Interchange Direct Connector Project I Figure 2 -Model Reaches as they relate to the Project Vicinity (i.e. Rll ~ Reach 11) 2.2. Springbrook Creek Hydraulics The City's 1997 HEC-RAS model ground data was used to establish the flow conditions at the discharge of the SW 19th Street storm sewer system. In this model, Reach 7 represents the river section between SW 19th Street and SW 16th Street. Reach 5 represents the section under 1-405 between SW 16'h Street and Grady Way, and Reach 1 represents the downstream section between Grady Way and the Black River Pump Station (see Figure 3). " '" • Spnngbrook Plan: Plan 0:3 6111/2014 >----------------Sprngbni,oklo""' ------------------< Station O Reach 1 lack River Pump Station ,.,. - Reach 5 Reach 7 Outlet@SW 19th St. l l __ Station 5n3 Station 4838 "''"' ,.,., WS Fee WS W:er ., "' ~ "',_ ws Jlfly "''"' Figure 3 -Springbrook Creek channel profile showing monthly average flow conditions. 1-405/ SR167 Interchange Direct Connector Project The Springbrook Creek profile (see Figure 3), generated using this HEC-RAS model, illustrates that the downstream features influence the tail water in the SW 19th Street Reach (R11). Based on the downstream flow conditions, the tailwater condition is influenced by a rise in the channel bottom within Reach 1. Note that the correlation to the HSPF Model Reaches and the point of interest at SW 19th Street are included in the provided profile. Given the channel profile, monthly average flow rates were estimated for Reaches 1 and 5. This adjustment used a percentage-based calculation based on slightly higher flows show downstream in the City's flood study ("ESGRWP Supplement", dated February 2007). Since the downstream increases do not have a significant impact on Rolling Hills Creek tailwater condition, so there was no need to refine this approximate method. The following tables provide a summary of the elevations that were applied as downstream tailwater conditions in the Rolling Hills Creek model. Table 2 -HEC-RAS Model input for mean flow calculation for Current conveyance condition - with current land use Model Station (Springbrook Reach Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Creek Reach) I 4838 1 31.2 69.9 79.1 80.4 66.5 48.6 29.3 15.6 14.1 8.6 10.3 5773 5 28.0 62.7 71.0 72.2 59.7 43.6 26.3 14.0 12.6 7.7 9.3 6958 7 27.9 62.4 70.7 71.8 59.4 43.4 26.1 14.0 12.6 7.7 9.2 Note: The model station represents the number of feet of the Black River pump station measured along the centerline of Springbrook Creek. The Model stations also represent the upstream limit associated with the Reaches that are illustrated in Figure 3. Table 3 -HEC-RAS Model input for mean flow calculation for Current conveyance condition - with future land use Mi:>del +-;' Station Reach Oct Nov pee Feb Mar. Apr Mar A(lg (Springbrook __ an_ Creek Reach) 4838 37.0 82.4 90.2 89.7 72.8 52.5 31.1 16.2 11.0 5773 5 32.4 72.1 78.9 78.4 63.6 45.9 27.2 14.1 9.6 6958 7 32.1 71.4 78.1 77.7 63.0 45.5 27.0 14.0 9.5 Note: . Sep 14.6 13.1 13.0 Sep 16.4 14.3 14.2 The shaded values are the actual statistical output from the HSPF model. These values were adjusted to match the values used in the HEC-RAS model for the current land use condition (assuming that the follow rates should be similar or slightly higher in reality). The Black River Pump Station operation could have an influence on the tailwater condition for Rolling Hills Creek. As shown in Figure 3, the pump station fore bay was assumed to be at elevation 1.00 (NGVD29) which is below the level of influence. The pump station is rarely shut off due to emergency flood stage condition in the Green River. The model assumption is that the monthly flow condition will not be influenced by the pump station. This "Conveyance" condition is the primary focus of the study. The City's flood modeling included a "Storage" condition to represent the highest likely flood stage when the pumps are turned off. Those "Storage" values are included in Table 4 for referenced. Note that the_Springbrook HEC-RAS model was originally developed referencing NGVD 1929 vertical datum. The City's topographic mapping (1999) is in NAVD 1988 vertical datum. Because extensive effort would be required to change the datum in the original FEQ model, the City of Renton decided to continue the Springbrook Creek hydraulic modeling in NGVD 1929 and use a datum conversion to present results as well as prepare the concurrent floodplain mapping results. To convert elevations to NAVD 1988 vertical (Project) datum, 3.58 feet was added to establish tail water conditions for the Rolling Hills Creek HEC-RAS model which is in the NAVD 1988 Project datum. 1-405/ SR167 Interchange Direct Connector Project Table 4 provides a summary of the tailwater conditions that were developed by these flow rates in Table 2 and Table 3 and by other sources as noted. Table 4 -Springbrook Creek Water Surface Elevation at the Confluence of Rolling Hills Creek .. Firtuni Lane! Cover Exlstln Land Cover Condition Cc ndltlons Conditions . Conveya1 ce I Storage3 Conveyance Storage3 October 1 6.99 7.08 November1 7.64 7.81 December1 7.79 7.92 January1 7.81 7.91 February1 7.59 7.66 March 1 7.3 7.34 April 1 6.95 6.98 May' 6.66 6.67 June 1 6.63 6.64 July1 6.50 6.49 August 1 6.54 6.56 September1 6.64 6.68 2-yr Cur. Flow' 11.7 -13.0 10-yr Cur. Flow' 13.8 -14.2 25-yr Cur. Flow' 14.44 14.4 14.9 14.94 50-yr Cur. Flow' 14.6 14.8 15.0 15.3 100-yr Cur. Flow' 14.8 16.8 15.3 17.4 Notes 1. Mean Monthly Flow rate based on WSDOT model/estimate, May 2014. 2. "East Side Green River Watershed Plan Technical Memorandum Supplement -Final" dated February, 2007 values are based on FEQ models and were provided by the City of Renton. 3. Storage condition represents the Green River high-flow condition when the Black River pump station is turned off: Springbrook Creek becomes the basin "storage" behind the pump station. 4. The table show the condition used (equals the Conveyance elevation) rather that the City's values that seemed off (implying an error) in the 2007 report. 5. Elevations are provided in NAVD88 datum (in feet) 1-405/ SR167 Interchange Direct Connector Project 2.3. Lower Rolling Hills Creek Hydraulics There were no pre-existing hydraulic models for this reach . The new model components are as follows: • SO foot, 60-inch diameter, CMP culvert passing through the Springbrook Creek rig ht bank. • Open channel section between the culvert and Raymond Avenue. • 2960 foot long 60-inch storm sewer trunkline under SW 19th Street from Raymond Avenue to East Valley Road then under East Valley Road north to WSDOT Culvert 76. As-built plans were used to create a multi-culvert model with sho rt rectangular channel sections to represent each manhole. • Culvert 76: 245 foot 3 foot by 4 foot box culvert connecting the City storm sewe r trunkline under SR 167 east to the Rolling Hills Creek channel and wetland. • Open channel t hrough an existing wetland complex along the eastern edge of SR 167 north to WSDOT culverts 42 and 44. • Culverts 42 and 44 under 1-405 • Open channel continuing east along the northern edge of 1-40 5 Given the complexity of the channel and pipe sys t em s, th ere ha s been some discussion about the best approach to evaluate hydraulics along the tributary. WSDOT se lec ted HEC-RAS to model the full len gth of Lower Rolling Hill s Creek. This allows preliminary hy draulic design evaluation using one model. 2.3.1. Existing Condition Model Definition Each component of the stream was approximated as follows: The 50 foot culvert pa ssi ng through the Springbrook Creek right bank. This crossing is not on the City mapping but was field verified in 2014 . The Rolling Hills Creek is separated from Springbrook Creek by a wide earthen berm that is as high as the channel banks. The culvert is 60 inch diameter corrugated metal with a projecting end into the Rolling Hills Creek channel. The culvert was observed to be clean and free flowing in July's low-flow conditions (not influenced by the water depth in Springbrook Creek. Without survey, the pipe slope was estimated based on field observation and what we know about ground elevations on each side of this culvert. 1-405/ SR167 Interchange Direct Connector Project Culvert through Berm along Springbrook Creek (upstream end) Lower Rolling Hills Creek Channel upstream of Springbrook Creek Culvert {looking east) Open channel section between the culvert and Raymond Avenue . This section was visited in May 2014. The channel is fairly uniform with 6 foot bottom, 2:1 left bank and 3:1 right bank. The channel depth is about 10 feet. No land survey was conducted, so this section was estimated by a simple trapezoidal section based on field measurements. The models confirm that flow conditions in this section do not significantly influence water le vels in the project area , so a more detailed survey is not warranted. The City of Renton 60-inch storm sewer trunkline under SW 19th Street from Lind Avenue to East Valley Road then under East Valley Road north to WSDOT Culvert 76 was modeled based on as-built drawings that were provided by the City. The WSDOT 3 foot by 4 foot bo x culvert (Culvert 76) connecting the City storm sewer trunkline under SR 167 east to the Rolling Hills Creek channel and wet land was modeled based on as-built drawings that were provided by the City (for the west end) and survey data (on the east end). 1-405/ SR167 Interchange Direct Connector Project Rolling Hills Creek Crossing, Culvert 76 (upstream end) Rolling Hills Creek near the Northbound SR 167 Ramp to Northbound 1-405 (looking north) The Open channel along the eastern edge of SR 167 north to WSDOT culverts 42 and 44; Culverts 42 and 44 under 1-405; and open channel continuing east along the northern edge of 1-405 were modeled based on detailed land surveys conducted in May 2014. The channel alignment and cross section locations were initially established in MicroStation. The Hydrology and Hydraulics Application Add-In was used to create a GIS format Geometry Data for HEC -RAS. The resulting model is in the project vertical and horizontal datum, NAVD88 datum (in feet), to facilitate direct comparison and updates as the design continues. Numerous culvert models were included to represent each of the pipe segments. The first culvert was defined to address the City pipe at Springbrook Creek. Nine additional culverts were defined to represent each pipe segment under the local streets, SW 19th Street and East Valley Road. Each manhole location was modeled as a short open channel section to approximate the culvert to pipe and culvert to pipe connections within HEC -RAS. The SR 167 cross culvert (Culvert 76) and the 1-405 cross culverts (Culvert 42 and 44) were also included. The model definition of Culvert 42/44 has a dual culvert with the applicable shape for each. HEC-RAS considered the longer Culvert 42 length an error, so both culverts use the length of Culvert 44. Figure 4 illustrates the HEC-RAS model layout. 1-405/ SR167 Interchange Direct Connector Project MODEL SECTION LAYOUT jScale Unknown) Figure 4 -HEC-RAS Model Generated Layout of the Lower Rolling Hills Reach Legend ~ WS 2-Ycar Ground . Bank Sta. ____.___ Inell A WSPG hydraulic model was create d to simulate the existing Culvert 76 storm drain system, from the Raymond Avenue outfall to the upstream side of SR 167. WSPG was selected since the program was specifically deve loped for closed conduit storm drain systems. The WSPG and initial HEC-RAS existing conditions future land use model results we re compared to establish HEC-RAS entrance and exit culvert loss coefficients for the storm drain system . Culvert 76 HEC- RAS culvert entrance loss coefficients were all set to 0.2 and culvert exit loss coefficients were all set to 0.5. These coefficients better represent the expansion and contraction losse s associated with sto rm drain man holes and created good agreement between the HEC-RAS and WSPG models. Figure 5 illustrates a water surface profile comparison between the HEC -RAS and WSPG model results. 25 20 0 ~ 15 z ~ :;10 Ill 3: 5 0 Raymond Avenue Outfall 0 500 1000 1500 2000 2500 3000 3500 HEC-RAS Station -WSPG ~HEC-RAS Figure 5 -Comparison of WSPG Model and HEC-RAS Model Water Surface Results after Calibration 1-405/ SR167 Interchange Direct Connector Project 4000 The channel model Manning's roughn ess coefficie nt v alues were i nput ba sed on field obse rvation s in May 2014. Gi v en the current sediment levels in Culvert 44, the model uses th e option for defining different Manning's roughness coefficient values for the top (co rru ga t ed metal) and bottom (sm o oth sediment). Hydrology i nput came from the sa m e HSPF mode l effort that w as desc rib ed abo ve fo r Reac h 7 (S p ringbrook Cr eek). Table 5, Table 6 , and Table 7. Table 5 -Rolling Hills Creek HEC-RAS Model input for mean flow calculation for current conveyance cond ition -with current land use Model Station (Rolling Hills Reach Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Creek Reach) 55 80 10 3 0.49 0 .99 0 .95 0 .98 0.7 2 0 .51 0.3 2 0.1 8 0 .18 0.0 9 0 .14 0 .19 3 73 6 102-1 1.64 4 .12 4 .72 4 .81 3.9 2 2 .78 1.6 1 0.79 0 .70 0.4 3 0 .5 3 0 .7 3 27 51 11 1.81 4.48 5 .09 5 .19 4.23 3 .01 1.7 6 0 .8 6 0 .77 0.4 6 0 .58 0 .80 Note: 1. Model St atio n 5580 is at the upstrea m limi t of the Lower Ro lling Hills Creek Model. 2. Model St at ion 3736 is locate d at t he u pstrea m end of WS DOT's Cu lvert 76 und er SR 167 . 3. M o del St ation 27 51 is locat ed at th e City storm sewer sys t em co nn ecti on between Eas t Vall ey Roa d an d SW 19t h St r ee t . Table 6 -Rolling Hills Creek HEC-RAS Model input for mean flow calculation for Current conveyance condition -with future land use Model Station (Rolling Hills Reach Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Creek Reach) 5580 103 0 .54 1.0 9 1.07 1.03 0.79 0.56 0 .34 0 .18 0.17 0 .09 0 .14 0 .23 3736 102-1 2 .13 4.97 5 .34 5 .29 4 .21 2.9 7 1.72 0 .84 0 .77 0.42 0 .60 0 .91 2751 11 2 .34 5.40 5 .77 5 .71 4.55 3.22 1.87 0 .92 0 .84 0.46 0 .65 0 .99 Table 7 -Rolling Hills Creek HEC-RAS Model input for Design Storm Events Model Station Current Land Use Future Land Use (Rolling Hills Reach 2-10-25-50-100-2-10-25-50-100- Creek Reach) Year Year Year Year Year Year Year Year Year Year 55 80 103 5 3.7 74 .0 83 .7 90 .7 97 .6 6 3.9 84 .6 93 .5 99 .7 105 37 36 102-1 64 .8 92 .0 106 11 6 126 8 1.2 109 123 133 143 275 1 11 80.2 108 11 9 127 135 98 .3 117 123 126 129 Not e: The shad ed va lu es ar e the actu al st at ist ical output from the HSPF mo del. Th ese v alu es wer e adj ust ed t o matc h t he trend for dow nstream in crea ses see n i n the Current Co nditions mo del (a ssu ming that t he fo ll ow r at es shou ld be similar in rea l it y). 1-405/ SR167 Interchange Direct Connector Project 2.3.2. Initial Existing Condition Model Results The following pages provide model result plots produced by HEC-RAS. The findings are as follows: The average monthly flows are very small and independent of the wetland hydrology most of the time (See Figure 6 and Figure 7). • During monthly average flows and up to the 2-year design storm event, the wetland pool is independent of the stream flows. • Head losses in the WSDOT Culvert 76 are significant and directly affect the water levels, storage, and attenuation of runoff events greater than the 2-year storm. Therefore, the design for the connection to the City storm sewer system will be critical to match downstream flows. • Storm event water surface depths in the wetland will reach levels that overflow the waterline utility access road berm (see photos on page 16) to the south (to the Panther Creek wetland) during the larger storm events in the Current Land Cover Condition model and all of the design storms in the Future Land Use condition as defined by the City of Renton HSPF model. • A more sophisticated split reach model is needed to address the overflow condition. A second model was developed to represent flows equal to and greater than the 2-year design storm event. See Section 2.3.3 for more detail. ..:.:: (l) ~ u ..:.:: " 0 0 ... .0 0.0 C ·;: ~ a. I.fl A.:.tl,~H,lltruturaStonn Flow Plan F ~io1,ng Future low 1(1130.20 14 lllo~•u----------------- 1-405/Culverts 42/44 Figure 6 -Existing channel with Current Land Development Condition monthly average flows 1-405/ SR167 Interchange Direct Connector Project , -I ~I ~ .. ,~ ,.,.'9l'9W\r\.aS1Dra_1"1ow PCHI Elll:tiq_f'aLla _lO• 10,Q0.'201' .--------------------------------- ..:.'. <I) <I) .... u ..:.'. 0 0 .... .D tl.O C: 2 ·~ 0. Vl '• I.D I"- -I I"-t I.D <I) ,-t > I 0:: ::i 1/) u 1-405/C ulverts 42/44 Figure 7 -Existing channel with Future Land Development Condition monthly average flows 2 .3 .3. Existing Cond i tion Model Results for 2-Year and Larger Storm Events The simple si ngle reach model that was used for the monthly average conditions wa s found to over-estimate water surface elevations in the larger design storm events. The se larger storm events overtop the channel banks and interact with the adjacent wetland. Th is was addressed by creating a second model that looks at the effect of flows leav ing the Rolling Hills Creek tributary through existing culverts through the waterline utility access road (berm) that crosses the wetland east of SR 167 in the vicinity of SW 19th Street. The second model facilitate s evaluation of the flow slpit between Rolling Hills Creek flowing through the City drainage system to the west and the Panther Creek wetland to the south . Figure 8 provides an illustration of the additional sect ions that were added to refle ct flows south though the wetland and to the Panther Creek wetland. 1-405/ SR167 Interchange Direct Connector Project .. E .. > q; Ro llin gH ills'ut ureSt or m_Fl o w Plan : E:xi stin g_Curre nt 10/3 1/201 4 .. :, ! -g SW 19th Streset :.:i 100, 1497 t N legend ~ Vi62-Y- G«u,,d . ~St. __..._ Wetl~nd Areil ~ MODEL SECTION lA YOUT (Sc..lt! Unlmown) Figure 8 -HEC-RAS Model Existing Conditions including the Wetland Reach that serves as an Overflow Route for Large Storm Events For this model, there are three reache s used to define the channel system : • The "Lower" Reach represents the City of Renton con veyance and Culvert 76. • The "Upper" Reach represents the Sections of Lower Rolling Hills Creek that are upstream of Culvert 76 . • The "Wetland" Reach adds sections in the Rolling Hills Creek wetland that are south of Culvert 76 (the overflow path that is referenced in Section 2.3.2). NHC's earlier work, associated with Culvert 72 fish pa ssible structure design, had reported water level s in the downstream Panther Creek wetland, so the tailw ater condition w as readily available for this reach . WSDOT surveyed the wetland reach including detailed survey of the berm . Site vi sits also found a double 36 -inch corrugated metal pipe crossing through the berm . 1-405/ SR167 Interchange Direct Connector Project .>--, Figure 9 -Waterline Utility Access Road Berm Photos : Above -View of access road looking east with the Rolling Hills Creek wetland to the left. Above right -View of the north end of the double culvert through the berm (looking west). Right -View of the south end of the double culvert through the berm (looking east). The flow sp lit was i nitially estimated by running the (single reach model) with the access road modeled as a lateral structure. HSPF includes an "optimization" tool that looks at downstream capacities in the main channel and the lateral to determine the flow split. The resulting flow rates are provided i n Table 8. 1-405/ SR167 Interchange Direct Connector Project Table 8 -Rolling Hills Creek HSPF Model Results for Existing Conditions Design Storm Events Model Station Current Land Use Future Land Use (Main Channel Reach 2-10-25-50-100-2-10-25-50- Distance) Year Year Year Year Year Year Year Year Year 7155 (upper reach) 103 53.7 74.0 83.7 90.7 97.6 63.9 84.6 93.5 99.7 = 5580 in Basic Model 4903 (wetland reach) 102-2 3.0 10.0 20.0 30.0 40 .0 9.0 25.0 35.0 45.0 3736 (lower reach) 102-1 61 .8 82 .0 86 .0 86.0 86.0 72.2 84 .0 88.0 88.0 2751 (lower reach) 11 77 .2 98.0 99.0 97.0 95.0 89 .3 92.0 95.0 94 .0 Note: The shaded value s we re developed by WSDOT to balance in itial wate r surface elevations at the model reach junction. The total flow in the "Wetland" pl us "Lower" reaches is st i ll ba sed on the value from HSPF described above . 100- Year 105 55.0 88.0 93.0 Re sults from Table 8 were used as a starting point for HEC -RAS modeling. HSPF flow rates were input into HEC-RAS and the flow optimization tool was used at the rea ch junction to balance flows between the upper reach, lower reach, and wetland assuming a con sistent water surface elevation. Additional 19th Street inflows at HEC-RAS model station 2751 were as sumed to be identical to the HSPF model re su lts shown in Table 8. For example, HSPF computed an increase in 19th Street storm drain 100-year flows of approximate ly 9 cfs. This 9 cfs inflow was maintained for HEC-RAS modeling. Existing conditions HEC-RAS model flow rates are shown in Table 9 . Table 9 -Rolling Hills Creek HEC-RAS Model Results for Existing Conditions Design Storm Events Model Station Current Land Use Future Land Use (Main Channel Reach 2-10-25-50-100-2-10-25-50-100- Distance) Year Year Year Year Year Year Year Year Year Year 7155 (upper reach) 103 53.7 74 .0 83 .7 90 .7 97.6 63.9 84 .6 93.5 99.7 105 = 5580 in Basic Model 4903 (wetland reach) 102-2 3 .0 23.7 36.8 45 53.2 7.6 32 .8 47.3 56 64 .6 3736 (lower reach) 102-1 62 68.4 69.2 71 72 .8 73.4 76.2 75.7 77 78.4 2751 (lower reach) 11 77 84.4 82.2 82 81.8 90.4 84.2 82.7 83 83.4 Note: The shaded values were develop ed using the HE C--RAS model j un ction optimization and are representati ve of the hydraulic controls i n the syste m. The resulting HEC-RAS model output (Figure 10 for Current Land Use , and Figure 11 for Future Land Use) is considered to be representative of desig n storm conditions with the existing flow patterns and resulting water surfaces in Rolling Hill s Creek. this model will facilitate evaluation of culvert and stream improvements proposed by the Project. 1-405/ SR167 Interchange Direct Connector Project .~, -----------"~',.,,"'"·- -"' "' l1' u -"' 0 e ..c "" C: 'C: Cl. V, -----,,,,~-,·,•J,., --------: ... % ... V, t "' 2c :, u Figure 10 -Existing channel with Current Land Development Condition -Design Storm Flows Rolloo;H>llifulur<>Slo"" J'""' ""'"'"'"'--------- [~'::::-. '._.,..,,.,_ ,-- :_!:.."'.!~'- I .,"'"" -"' "' "' ~ u -"' 0 e I -- ..c "" C: 'C: Cl. V, ... .:::. N ... V, t "' 2c :, u Figure 11 -Existing channel with Future Land Development Condition -Design Storm Flows 1-405/ SR167 Interchange Direct Connector Project 2.3.4. Proposed Conditions Model Definition A proposed conditions model was created based on preliminary grading plans and culvert design. The existing conditions HEC-RAS hydraulic model geometry was revised to reflect the proposed conditions. All modeling assumptions and approaches previously discussed in Section 2.3.1 of this report were maintained for the proposed conditions model. New cross sections were cut from a preliminary grading surface for the model reach between the proposed Culvert 76 and 1-405. Cross sectional geometry was prepared using ArcGIS Geo- RAS. The relocation of Culvert 76 required the proposed HEC-RAS model to lengthen the upper reach and reduce the length of the wetland reach. A similar approach was used to connect all three of the proposed HEC-RAS reaches. Figure 12 illustrates the plan view geometry of the proposed conditions HEC-RAS model. RollingHillsFuh•eStcnn_Flow Plan: Propmed_Ctarer,t 10/31!.20141- ~ ~ ~ SW 19th Street ] 1001 1ffl l-405 t N -WS:2-YIUI' ...... ...... ~ - Cutverts42 & 44 Wetl;md A,- -Utility Benn Culven76 MODEL SECTION lAYOUT(Scale Unmown) Figure 12 -HEC-RAS Model Proposed Conditions including the Wetland Reach that serves as an Overflow Route for Large Storm Events For the proposed condition model, the wetland reach is reduced to represent the shorter path through the proposed utility berm and two 36-inch culverts. The proposed grading for the utility berm places it next to the channel. The culverts would be replaced to serve as an equalizer between the Rolling Hills Creek floodplain and the Panther Creek wetland to the south. The culvert invert elevations will be set to maintain existing summer season pool elevations to the south. The proposed fish passage culvert was modeled in HEC-RAS as a pipe arch with a filled in bottom. Figure 13 presents a view of the upstream side of the pipe arch as modeled in HEC-RAS. • • '-7 V V !!-• C 0 " ro i. w • • • • ~=-Channel encroachment boundaries in the model +--Fish P-assage Structure with Stream Simulation Channel Bottom Figure 13 -Upstream Face Proposed Fish Passage Culvert 76 A number of model iterations were completed to identify temporary connection to the City drainage system that would function as a hydraulic control between the new WSDOT fish passible structure and the existing downstream storm drain system. The main intent of the connecting pipe is to maintain the flow distribution between Culvert 76 and the downstream wetland. Based on the preliminary modeling, a 42-inch diameter CMP with a 0.3-ft deep grouted bottom was identified as an optimum design to maintain hydraulic controls and wetland hydrology. Figure 14 illustrates the upstream face of the 42-inch CMP as modeled in HEC-RAS. •,'----------------------------------- Figure 14 -Upstream Face Proposed Connection to the City Storm Drainage System HEC-RAS flow optimization was used at the junction of the upper reach, lower reach, and wetland reach assuming consistent water surface elevations. Downstream of Culvert 76, the SW 19th Street storm drain flows were modeled to be identical to existing conditions for all of the design storm events (per Table 5, Table 6, and Table 7). Table 10 presents a summary comparison of the existing and proposed conditions for the current hydrology and Table 11 presents a summary comparison of the existing and proposed conditions for the future hydrology. Table 10 -Rolling Hills Creek HEC-RAS Model Results for Runoff based on Current Land Use Existing Proposed Upstream of Culvert Culvert Wetland Culvert Hydrologic and 76 Inlet Bypass 76 Inlet Recurrence Wetland Discharge Discharge Discharge Interval (cfs) (cfs) (cfs) (cfs) 2-Year 65 62.0 3.0 65.1 10-Year 92 68.4 23.7 68.5 25-Year 106 69.2 36.8 69.3 SO-Year 116 71.0 45.0 71.0 100-Year 126 72.8 53.2 73.0 Table 11 -Rolling Hills Creek HEC-RAS Model Results for Runoff based on Future Land Use Wetland Bypass Discharge (cfs) 0.0 23.5 36.7 45.0 53.0 Existing Proposed Upstream of Culvert Culvert Wetland Culvert Wetland Hydrologic and 76 Inlet Bypass 76 Inlet Bypass Recurrence Wetland Discharge Discharge Discharge Discharge Interval (cfs) (cfs) (cfs) (cfs) (cfs) 2-Year 81 73.4 7.6 77.0 4.0 10-Year 109 76.2 32.8 76.3 32.7 25-Year 123 75.7 47.3 75.8 47.2 SO-Year 133 77.0 56.0 77.0 56.0 100-Year 143 78.4 64.6 78.5 64.6 These summary tables illustrate that the proposed Culvert 76 facilities match existing flows for all hydrologic recurrence intervals except the 2-year. The 2-year proposed discharges are all within 5 percent of the existing discharges and would not result in a perceivable change in conveyance function in the storm drainage system. 2.3.5. Proposed Condition Model Results for 2-Year and Larger Storm Events HEC-RAS hydraulic models were completed for both the current hydrology conditions and the proposed hydrology conditions as defined in Table 10 and Table 11. HEC-RAS profile outputs for the current hydrology conditions are presented in Figure 15 and HEC-RAS profile outputs for the future hydrology conditions are presented in Figure 16. '~""'°'~ ~· Springbrook Creek . .., ... C , .. ! ... O> I .,, , 0 .,, 0 "' .. a. I n ::r .. ::, ::, !e. :e SR-167/ ;::;.-::r .., I-Culvert-76 C ... C , ID ... .. ::, a. C I• ID < ! I ID !- 0 "" 3 ID ::, ... n 0 1-405/ ::, a. ;::;.-o· I Culverts 42/44 ::, ··/'I'/'/'/'/ [ffiHli .., ... C ii! ... "' I .,, , 0 "" 0 "' .. a. n ::r .. ::, ::, !e. :e ;::;.-::r n C , ..... ? , .. ' ::, ' ... ,; ... .. ::, a a. ! C ID < . ID 0 "" 3 ID ::, ... n 0 ::, a. ;::;.-o· ::, I ,- I Ii 1-405/ Culverts 42/44 H "' ---~--1 Springbrook Creek SR-167/ Culvert-76 . ? 1 1/illll/lliff,, A comparison of existing and proposed condition water surface elevations was completed for both current and future hydrology conditions to better identify impacts from proposed improvements. Table 12 presents a summary of the water surface elevations for current hydrology conditions and Table 13 presents a summary of the water surface elevations for future hydrology conditions. Values are shaded green if they are less than the respective value, red if they are greater than the respective value, or shaded brown if they are equal to the respective value. Table 12 -HEC-RAS Existing and Proposed Conditions Water Surface Comparison Current Conditions 2-Year 10-Year 25-Year SO-Year 100-Year Location Exist Prop Exist Prop Exist Prop Exist Prop Exist Prop ' ; Upstream of .. ' -·.i, ,/ . Culvert 42 and 20.34 20.34. 20.76 . 20.76 20.93 20.92 21.03 21.02 21.11 21.11 Culvert 44 Downstream of Culvert 42 and 19.45 17.56 19.93 18.85 20.17 19.35 20.35 19.62 20.52 19.93 Culvert 44 Upstream of 17.83 16.67 18.93 18.88 19.44 19.39 19.73 19.66 20.02 19.97 Existing Culvert 76 Upstream of Proposed Culvert 17.71 16.63 18.90 18.87 19.42 19.38 19.72 19.65 20.01 19.97 76 Downstream of 19th Street 12.05 12.08 14.17 14.17 14.75 14.75 14.95 14.95 15.15 15.15 Stormdrain Downstream of 17.14 Utility Berm 17.03 17.43 17.21 17.60 17.60 17.80 17.80 18.70 18.70 Note: Downstream of Culvert 42 and Culvert 44 and upstream of the existing Culvert 76, the channel flow is confined by the existing fill on both sides of the channel. The proposed condition removes that confinement to restore a more natural interaction with the adjacent floodplain areas. The reduced water levels reported are considered an improvement relative to existing conditions. Table 13 -HEC-RAS Existing and Proposed Conditions Water Surface Comparison Future Conditions 2-Year 10-Year 25-Year 50-Year 100-Year Location Exist Prop Exist Prop Exist Prop Exist Prop Exist Prop ,. . ' . . : ,',. "i· __ ,:,: .. _ ' ' ' Upstream of i 20'.94 -Culvert 42 and 20.52 20.52 20.94' 21.06 21,06 21.14 21.14 21.21 21.21 Culvert 44 ' Downstream of Culvert 42 and 19.69 17.85 20.14 19.21 20.41 19.71 20.58 20.01 20.79 20.34 Culvert 44 Upstream of 18.17 17.81 19.29 19.24 19.81 19.75 20.12 20.04 20.44 20.37 Existing Culvert 76 Upstream of Proposed Culvert 18.09 17.80 19.27 19.24 19.80 19.74 20.11 20.04 20.43 20.37 76 Downstream of 19th Street 12.18 12.21 14.17 14.17 14.76 14.76 14.96 14.96 15.16 15.16 Stormdrain Downstream of 17.28 17.07 17.47 17.26 17.60 17.60 17.80 17.80 18.70 18.70 Utility Berm The water surface elevations in existing and proposed conditions may be compared using Table 13. The values illustrate that the preliminary Culvert 76 design generally maintains the water surface elevations during design storm events. The design assures that there will be no increase in 100-year water surface elevations throughout the system. There is a minor change in the 2-year event where the model predicts an increase of 0.03-ft at the SW 19th Street storm drain outfall. The current understanding is that this preliminary design will meet the intent of protecting the City of Renton storm drainage facilities, but this will be verified through continued coordination with the City staff. 2.3.6. Proposed Condition Model Results for FEMA Regulated Floodplain The current FEMA Flood Insurance Rate Map (FIRM) provides a 100-year base flood elevation (BFE) of 16-ft, NGVD 29, in Springbrook Creek. The regulated floodplain for Springbrook Creek is designated Zone AE. Additionally, FEMA identifies a floodplain in the wetland east of SR 167 with an identical BFE of 16-ft, NGVD 29 (elevation 19.58-ft NAVD88 -Project datum). The wetland floodplain is designated Zone AH and is identified as flooding impacts from Springbrook Creek. A final set of HEC-RAS models was created to investigate the potential for impacting the existing FEMA regulated floodplains. Recognizing that the current FEMA study is based on analyses that date back to 1985, the new models were used to verify that the preliminary design would meet 1-405/ SR167 Interchange Direct Connector Project the intent of floodplain regulations. Downstream boundary conditions of 19.58-ft were set at the downstream end of the lower reach and at the downstream end of the wetland reach. All other modeling approaches were left identical to those presented in this report. Table 14 presents a summary of the flow split between the proposed Culvert 76 system and the wetland. This illustrates a less than 1 percent difference between existing and proposed conditions 100-year discharges with FEMA downstream water surface elevations. Table 15 presents a summary of the 100-year water surface elevation comparisons. This table illustrates that the proposed conditions system, as modeled, has no increase in 100-year water surface elevations. Table 14 -HEC-RAS Existing and Proposed Conditions FEMA Boundary Condition Water Surface Comparison Existing Proposed Upstream of Culvert Culvert Wetland Culvert Wetland Hydrologic 76 and 76 Inlet Bypass 76 Inlet Bypass Recurrence Wetland Discharge Dishcharge Discharge Dishcharge Interval {cfs) {cfs) (cfs) (cfs) (cfs) 100-Year 126 40.5 85.5 40.7 85.3 Table 15 -HEC-RAS Existing and Proposed Conditions FEMA Boundary Condition Water Surface Comparison Location Upstream of Culvert 42 and Culvert 44 Downstream of Culvert 42 and Culvert 44 Upstream of Existing Culvert 76 Upstream of Proposed Culvert 76 Downstream of 19th Street Stormdrain Downstream of Utility Berm 100-Year Water Surface Elevation (ft) Existing 21.37 21.49 21.38 21.38 19.65 )1its · Proposed 21.11 21.34 21.36 21.36 19.65 -·-·--1iss 3. Conclusions Hydrologic and Hydraulic analyses were completed for the Proposed Culvert replacement. Analyses were completed based on input and data provided by the City of Renton and are intended to support preliminary design in a design build process. As the design process proceeds the hydrologic and hydraulic analyses will need to be revised to represent final design conditions. Analyses completed for the preliminary Culvert 76 design indicate that there are minimal adverse impacts on flow patterns with a properly sized connection between the new WSDOT fish passible structure and the City's storm drainage system. Initial investigations indicate that a 42-inch diameter CMP with a 0.3-ft deep grouted bottom has negligible impacts to flow patterns upstream and downstream of the proposed C-76 culvert replacement. Minor increases in proposed water surface elevations were observed downstream of the SW 19th Street storm drain system during 2-year flow events. However, all other flow events resulted in no increased water surface elevations. Additionally, analyses conducted assuming FEMA 100-year floodplain water surface elevations at boundary conditions also indicated that proposed improvements would meet the City's requirements for zero-rise in floodplain. Analyses contained within this report are intended for preliminary design purposes and are not meant for construction. The final design will verify and validate this model. JARPA ATTACHMENT 13 STORMWATER MANAGEMENT CONCEPT FOR 1-405/SR 167 INTERCHANGE -DIRECT CONNECTOR PROJECT Page 1 of 17 This appendix summarizes preliminary stormwater planning and design for the purposes of environmental documentation for the 1-405/SR 167 Interchange -Direct Connector Project (Project). Note that the final design will continue to develop these preliminary stormwater management concepts. The Design-Build Contract will specify performance standards that are based on the Washington State Department of Transportation (WSDOT) Highway Runoff Manual (HRM) requirements. This design is one solution that will meet that standard, but this information is subject to change during final design using equivalent mitigation measures. Project Watershed The project scope includes 1-405 Corridor improvements from MP 2.32 to MP 3.28, and SR 167 improvements from MP 24.80 to MP 26.26. The Project is located in the lower elevations of the Lower Green River sub-basin and Black River/Springbrook Creek sub-basin of state Water Resource Inventory Areas (WRIA) 9 -Green-Duwamish River Watershed. The upper portions of the Green- Duwamish River and Lake Washington watersheds have undergone relatively little development and most of the land cover is second-growth forest. The lower portions of these tributary basins, in contrast, have undergone extensive land use changes in the form of either agriculture or commercial, urban, and residential development. The work is entirely within the City limits of Renton, Washington and falls within three tributaries of Springbrook Creek: Rolling Hills Creek, Thunder Hills Creek; and Panther Creek. In contrast to the biological assessment and ESA consultation, the Project flow control will be based on a predevelopment land cover definition following the current HRM. Predevelopment will be forested land cover condition except for two cases: • The north Panther Creek wetland (north of the SW 19th Street berm) where the Olympic Pipeline Company access road is located in a wetland pool area to the east of SR 167 that is currently inundated year round. The predeveloped condition for that area uses hydraulic soils as coordinated with Ecology staff. The 2-year floodplain exemption does not apply because the wetland pool area will not remain in the post-project condition. • The south Panther Creek wetland (south of the SW 19th Street berm) where the wetland pool is not impacted and the HRM allows an exemption for discharges to a 2-year floodplain. In that case, the Project will verify that Minimum Requirement 7 (wetland hydroperiod criterion) is met. Runoff treatment design will follow the HRM and also meet the "no net increase" in average annual pollutant concentrations and loadings for Total Suspended Solids, Total and Dissolved Zinc, and Total and Dissolved Copper criteria established in the NOAA Fisheries Biological Opinion (BiOp) from the 1-405 Tukwila to Renton Improvement Project (1-5 to SR 169 -Phase 2) Environmental Assessment effort. STORMWATER MANAGEMENT CONCEPT FOR 1-405/SR 167 INTERCHANGE -DIRECT CONNECTOR PROJECT Page 2 of 17 Project Drainage Basins The watershed is divided into two Threshold Discharge Areas (TDAs): Table 1: WRIA 9 -Green-Duwamish River Watershed, Lower Green River and Black River/Springbrook Creek Sub-Basins Threshold Receiving Water Body Sub-Basin Limits Along Discharge 1-405 Unless Otherwise Noted Area S2.2, 52.3, Rolling Hills and Thunder Hills Creek that SR-167 to approximately & 52.4 combine into the SW 19th Street tributary Renton City Hall and along drainage system to Springbrook Creek SR 167 from 1-405 to SE 19th Street 52.1 Panther Creek (SW 23rd Street channel) Along SR 167 from SE 19th tributary to Springbrook Creek Street to SE 41st Street Figure 1: Vicinity Map with TOA Locations (See Figure 2 for Streams) -~'I Washington State "T..t O.partmMlt of Transportation STORMWATER MANAGEMENT CONCEPT FOR 1-405/SR 167 INTERCHANGE · DIRECT CONNECTOR PROJECT Page 3 of 17 Proposal Overview The Project will increase the pollutant generating impervious surface area (PGIS) by 7.36 acres, approximately 19 percent over current conditions. The project will include the following stormwater facilities: • Existing stormwater collection and conveyance systems will be modified as required for the new roadway geometry and as required for stormwater management using equivalent catchment areas. • Three new flow control facilities will be constructed (see below for details). • WSDOT HRM compliant enhanced runoff treatment BMPs will be constructed or modified as required to meet environmental commitments made in the Environmental Assessment and ESA Consultation process. • One culvert under the SR 167 corridor (Mile Post 26.07) will be replaced by a new fish passable structure (Mile Post 25.93). • A section of the Lower Rolling Hills Creek will be extended. This work will also provide stream restoration along the east side of SR 167 between SW 19th Street and the northbound SR 167 to northbound 1-405 ramp. See Attachment l3B for an illustration of the preliminary storm water facilities. Flow Control Infiltration is the preferred flow control best management practice (BMPs), but there are no known opportunities for infiltration along the project area. Groundwater levels are high along the Renton valley floor where there are opportunities to site a pond. This was verified by monitoring piezometer wells at each pond site, so the preliminary design assumes that flow control will be provided by detention ponds and vaults. Other options may be considered as the design continues. The preliminary design has reviewed the existing flow control facilities along the 1-405 and SR 167 corridors. Few facilities existed before the 1-405 Corridor Program improvements. Three facilities were constructed within the project limit as a result of the 1-405, 1-5 to SR 169 Stage 1 Widening Project (Renton Stage 1) and 1-405, 1-5 to5R 169 Stage 2 Widening & SR 515 Interchange Project (Renton Stage 2): • Renton Stage 1, Pond FC 52.1: located in the southwest quadrant of the SR 167 interchange with 1-405 • Renton Stage 2, Talbot Pond: located south of 1-405 and to the west of Talbot Road. • Renton Stage 2, Benson Pond: located on the west side of 1-405 to the north of the Benson Road Bridge crossing. The preliminary design will maintain these facilities in place without significantly changing their contributing areas or function. -:I: Wuhlns,ton State 'Y/1 ~ of Transportation STORMWATER MANAGEMENT CONCEPT FOR 1-405/SR 167 INTERCHANGE· DIRECT CONNECTOR PROJECT Page 4 of 17 Three new detention facilities will provide the additional flow control needed to mitigate the project. The following table summarizes the preliminary engineering approach for flow control to mitigate the effective new impervious area proposed by the project. There are two pond locations that have contributing areas that are larger than the equivalent impervious area that will be mitigated by the new detention ponds. • SE Quad Pond -Is required to mitigate 5.94 acres of new WSDOT pavement plus 0.43 acres of new Olympic Pipeline Company access road. The preliminary design uses the HRM equivalent area on-site option to allow the full 12.04 acre contributing area to flow through the pond. A significant portion of the bypass area is pervious surface, so the peak 100 year flow rate is less than 50% of the peak flow for the impervious area being mitigated. The conversion of saturated soil area by the Olympic Pipeline Company access road is downstream of the pond, so the design used downstream point of compliance model to assure that the pond addresses that change. • Renton Village Pond -Is required to mitigate 2.61 acres (TDA 2.3) plus 1.10 acres (TDA 2.4) or a total of 3.71 acres. The preliminary design allows the full 6.68 acre contributing area to flow through the pond with 0.09 acres of impervious area as on-site bypass flows. The HRM guidance for flow control modeling scenarios with off-site flow and flow-through areas a.Isa includes the "on-site, full area option." This second option could result in different pond volumes relative to those reported in Table 2. The final determination of which option will be used is left to the final design. -p Wa•hlngton state ., Department of Tra·---... -u .. on STORMWATER MANAGEMENT CONCEPT FOR 1-405/SR 167 INTERCHANGE -DIRECT CONNECTOR PROJECT Page 5 of 17 Table 2: Summary of Flow Control Facilities Proposed in Preliminary Design Sub- Facility Net New Catchment Facility Volume Basin Milepost Impervious Required Remarks Name 1.0. Area {ac) Area (ac) Type (ac-ft) New 110'x10'x4.5' detention vault with open top located just north of SW 23rd Street (P-9) Panther Creek channel. This facility addresses new impervious area in the Panther Creek Basin which is tributary to Springbrook SW 23rd Creek. SR 167 Detention S2.1 Det. 25.72 0.29 0.41 Vault 0.09 A large 40 acre Panther Creek wetland complex exists along northbound Vault SR 167. The proposal verified that the 0.33 acres of roadway widening crosses the 2-year floodplain and is exempt from flow control. Flow control is therefore limited to mitigating the widening on the southbound side of SR 167. SE SR 167 Detention New detention pond that will discharge to the City storm Drainage system in S2.2 Quad. 26.23 6.37 12.041 Pond 2.41 East Valley Road. Flows combine with Rolling Hills Creek to flow through SW Pond 19th Street drainage system before discharging to Springbrook Creek. S2.3/ Renton 1-405 Detention New detention pond that will discharge into the 1-405 ditch that leads to Village 2.75 3.71 2 6.68 1 Pond 1.14 Lower Rolling Hills Creek, through Culvert 42 and 44, through Culvert 76, 52.4 Pond and the SW 19th Street drainage system to Springbrook Creek. Benson 1-405 Reduces Detention Modeling the proposed reduced contributing area found that the 1-405 S2.4 Pond 3.00 0.00 from 5.28 Pond 1.93 Renton Stage 2 Project flow control mitigation is maintained. No to 5.21 modification is necessary. Totals 10.37 Note: 1. The conceptual design accommodates a larger impervious area contributing to the pond by following the HRM guidance for flow control modeling scenarios for off-site flow and flow-through areas. 2. The Renton Village Pond contributing area includes most of the new impervious area in TDA 2.4. See the text for additional detail. -::,: WMhlltgloft state •/I -,..,, tmu.et vi 1"nlnuportatlon STORMWATER MANAGEMENT CONCEPT FOR 1-405/SR 167 INTERCHANGE -DIRECT CONNECTOR AND EXPRESS TOLL LANE PROJECT Page 6 of 17 The preliminary design includes new conveyance across the Talbot Road bridge to address the portion of TDA 2.4 that could not reach the Benson Pond by gravity. WSDOT is adding this minor flow diversion (transferring TDA 2.4 within the same tributary to the downstream TDA 2.3) to facilitate the 2002 1-405 programmatic EIS Record of Decision commitment for full retrofit of stormwater management where practicable. No watershed or basin diversions are involved, but the diversion ofTDA 2.4 to TDA 2.3 will cause a minor reduction of peak flows in Rolling Hills Creek from it crossing under 1-405 (west of Talbot Road) to its confluence with the channel from Culvert 48. Runoff will be routed through the Renton Village Pond and discharged to an 1-405 roadside drainage ditch that connects to the Rolling Hills Creek tributary at Culvert 48. The downstream Rolling Hills Creek is protected from increases in peak flow rates, but flows in that roadside drainage ditch may increase. Water Quality Treatment The HRM provides a variety of enhanced runoff treatment best management practices (BMPs) that focus on removal of sediment and metals. The preliminary design proposes to install media filter drain (MFD) and compost amended biofiltration swales (CABS) runoff treatment BMPs. The design criteria for this project go beyond the 2014 HRM guidelines as needed.to meet the environmental commitments made during the /-405, 1-5 to SR 169 Phase 2, Tukwila ta Renton Improvement Project Endangered Species Act (ESA) consultation with the National Marine Fisheries Service. The project must demonstrate that there is "no net increase" in average annual pre-versus post-project loading and concentrations for five indicator pollutants: total suspended solids, total and dissolved copper, and total and dissolved zinc. This condition was included in the Biological Opinion for the larger Tukwila to Renton Improvement Project definition which includes the scope of the subject project. The method for assessing the "no net increase" requirement is based on the WSDOT Environmental Procedures Manual that was current at the time of the ESA consultation. The procedure considers runoff volume losses due to infiltration losses inherent with some BMPs. Refer to Attachment 13a for additional details. Table 3 summarizes the pollutant generating impervious surfaces (PGIS) and runoff treatment improvements that were cleared by permits. The baseline condition for the 1-405 Tukwila ta Renton Improvement Project {l-5 to SR 169-Phase 2) environmental assessment was the post-project condition for the Springbrook Creek basin improvements that were cleared by the 1-405 Renton Nickel Improvement Project, 1-5 ta SR 169, permits. These runoff treatment considerations were compared with as-built improvements to determine the level of treatment required for the subject project. -=t.=Wehl .......... .,,,,, hfl baattofTrwpaalallon STORMWATER MANAGEMENT CONCEPT FOR 1-405/SR 167 INTERCHANGE -DIRECT CONNECTOR PROJECT Table 3: Summary of Runoff Treatment Area for Permitted Conditions in the Springbrook·creek Basin (in Acres) ~ .·.-. ' ··' ,, Permit Condition Untreated ;NewPGIS . ' PGIS ' Pre-Renton Nickel Improvement 102.53 3 -Project Renton Nickel Improvement Project= Baseline for Tukwila to Renton 98.46 9.76 Improvement Project Tukwila to Renton Improvement 60.26 38.26 Project Notes: Treated PGISusing non- infiltrative BMPs1 0.00 7.57 46.20 1. Non-infiltrative BMPs include biofiltration swale and constructed stormwater treatment wetlands Page 7 of 17 Treated PGIS using infiltrative BMPs 2 8.53 14.79 32.25 2. Infiltrative BMPs include two BMPs: media filter drain using an estimated volume loss of 62% based on WSDOT data, and infiltration ponds which are typically design to infiltrate 100% of the runoff. 3. The value noted here has been calculated based on the other numbers in this table to provide a number for comparison. The actual value in the 1-405 Renton Nickel Improvement Project documents was 53.37 acres based on a smaller project (basin) boundary. Table 4: Summary of Runoff Treatment Area for As-Built Conditions (in Acres) .. 1-405 Corridor Project Year· NewPGIS Treated Treated Completed PGISuslng PGIS using non-Infiltrative infiltrative BMPs 2 BMPs 1 Pre-Project Existing Condition 0.00 8.53 1-405 Renton Stage 1 Project 2010 6.33 8.43 0.55 1-405 Renton Stage 2 Project 2011 3.91 4.13 3.45 Totals 10.24 12.56 12.53 Notes: 1. Nonwinfiltrative BMPs include biofiltration swale, constructed stormwater treatment wetlands, and modified media filter drain BMPs (likely conservative: no data available) 2. Infiltrative BMPs include media filter drain using an estimated volume loss of 62% based on WSDOT data. --·--~,, D1, • 'b11•nt of Tmns STORMWATER MANAGEMENT CONCEPT FOR 1-405/SR 167 INTERCHANGE -DIRECT CONNECTOR PROJECT Page 8 of 17 Comparing the permitted condition versus as-built condition, the 1-405 Renton Stage 1 Project and/- 405 Renton Stage 2 (and SR 515 Interchange} Project improvements slightly exceeded the level of development that was cleared in the 1-405 Renton Nickel Improvement Project permits. The SR 515 interchange improvements were built as the first stage of the Tukwila to Renton Improvement Project permitted work. The Project will continue that permitted (10.24 acres) work by adding 7.36 acres of new PGIS. The proposed new PGIS would be 7.81 acres greater than the Tukwila to Renton Improvement Project (9.76 acres) baseline condition. When completed, the Project will have built approximately 20 percent of the (38.26 acres) development considered during the Tukwila to Renton Improvement Project ESA consultation. An access road will also be added by the Olympic Pipeline Company as they relocate their utility to clear the project work area. We understand that the pipeline inspection is performed by aircraft and that the access road is to provide access in the event of an emergency. Vehicular access will be rare, so the access is considered to be non-pollutant generating impervious surface. Pursuant to the "no net increase" commitment, the average annual pre-versus post-project loading and concentrations were assessed relative to the 1-405, 1-5 to SR 169 -Phase 2, Tukwila to Renton Improvements Project baseline used in the ESA consultation. Table 5: Summary of Pollutant Model Results Based on the Proposed Project (Percent Reduction) ' I Dissolved Parameter TSS fotalZinc Total Copper I Zinc Loading 24 20 15 18 Concentration 20 16 11 16 Note: Refer to Attachment 13a for additional detail. Dissolved Copper 11 8 Table 6 summarizes the additional new runoff treatment that is proposed in the preliminary design concept. Final design requirements will follow a performance specification based on a minimum runoff treatment requirement. Table 5 is based on runoff treatment for 18.0 acres (less than the indicated 18.49 acres) to leave an allowance for issues that could arise during final design. The total PGIS treated and the split between infiltrative versus non-infiltrative BMPs may change as that specification is met within the constraints of the WSDOT HRM. The pre-versus post-project average annual pollutant loading and concentration calculation will be repeated to verify the final design. There are several runoff treatment facilities in place along 1-405 and SR-167 corridors. Among them, two will be replaced due to impacts by widening: - • Northbound SR 167 includes MFD BMPs that were constructed by SR 167 / 15th St. SW to S. Grady Way Project (OL-2183) based on the project hydraulic report dated January 1996. The area treated is estimated to be 2.57 acres. • Southbound 1-405, between the Benson Road S. bridge and the southbound off-ramp to Talbot Road, includes 0.85 acres of PGIS treatment by MFD BMPs based on the Renton Stage 2 As-Built Hydraulic Report (PIN-840505A, 840502E, and 840504A) dated July 2011. fw = :,--..,,...,.,...,..bs-llo,aa Notes: STORMWATER MANAGEMENT CONCEPT FOR 1-405/SR 167 INTERCHANGE· DIRECT CONNECTOR PROJECT Page 9 of 17 Table 6: Summary of New Runoff Treatment Proposed in Preliminary Design Basin SR 167 PGIS Faclllty Name Facility I.D. Milepost Catchment Facility Type Length unless noted Area (ac) Req'd (ft) 52.2 CABS2.1 26.20 (RT) 6.06 CABS 120 S2.2 MFDl.lE 26.55 (RT) 0.29 1 MFD 1500 52.1/ MFDl.1 25.80 (RT) 0.61 MFD 125 52.2 52.2 MFDl.3 26.05 (RT) 0.42 MFD 750 52.2 MFDl.4 26.10 (RT) 0.35 MFD 320 52.2 MFDl.6 26.20 (RT) 0.002 MFD 240 S2.2 MFDl.9 26.10 (LT) 0.76 MFD 820 52.2 MFDl.10 26.20 (LT) 0.24 MFD 430 52.2 MFDl.11 26.06 (LT) 0.65 MFD 905 52.2 MFDl.15 26.10 (median) 0.40 MFD 900 sf' 52.2 MFDl.16 26.15 (RT) 0.29 MFD 750 sf' 52.2 MFDl.17 26.20 (RT) 0.27 MFD 750 sf' 52.2 MFDl.18 1-405 2.41 (RT) 0.35 MFD 735 sf' 52.2 MFD2.2 1-405 2.40 (RT) 0.88 MFD 463 52.2 MFD2.3 1-405 2.45 (RT) 0.06 MFD 75 52.3 CABS2.2 1-405 2.75 (LT) 5.88 CABS 100 52.1 MFD2.1 1-405: 2.90 (LT) 1.003 MFD 1410 Water Quality Totals 18.515 1. MFD1.1E reports 0.29 acres as new treatment. Additional length is noted to address existing MFD that will be reconstructed due to the widening. 2. MFDl.6 reports 0.00 acres because it replaces a compost amended vegetated filter strip BMP that will be impacted by the widening. 3. MFD2.1 reports 1.00 acres as new treatment. Additional length is noted to address existing MFD that will be reconstructed due to the widening 4. MFD BMPs using a flow spreader (HRM 2014-MFD Option 5 or 6). The dimension is given as square feet of media area. 5. The total reported Runoff Treatment ls higher that evaluated for the environmental assessment value of 18.00 acres. Given the preliminary status of the design, we are not certain that all of the preliminary design's 18.51 acre of runoff treatment can be provided. Conveyance STORMWATER MANAGEMENT CONCEPT FOR 1-405/SR 167 INTERCHANGE -DIRECT CONNECTOR PROJECT Page 10 of 17 The subject project will retain much of the existing drainage structures and conveyance systems within the project area. Closed conveyance systems will be used as the preferred conveyance method along the 1-405 corridor due to the site constraints. Open ditch and sheet flow conveyance will continue to be the preferred conveyance method along northbound SR 167. Roadway widening will require new collection structures along the new edge of pavement. These new structures will connect to the existing drainage systems. Existing conveyance will be modified as required to satisfy water quality treatment and flow control measures while maintaining existing flow patterns to each of the receiving water bodies. The preliminary design has only considered conveyance as it relates to the feasibility of establishing collection areas for runoff treatment and flow control. Detailed conveyance plans will be produced during the final design. The City of Renton conveyance systems will be protected from flow increases. Fish Barriers The subject project will include a new water crossing structure to address a fish barrier as part of the project scope. There are two culverts currently on the WDFW fish barrier list: • Culvert 76 under SR 167 at Mile Post 26.08 is listed as a partial block. • Culvert 42/44 under 1-405 at Mile Post 2.40 is also listed as a partial block Tukwila to Renton Improvement Project Area N t -Stream Open Channel --Stream Pipe -Existing RightofV'ky Figure Z: Vicinity Map Showing Culverts and Streams in the Project Area -=----""'" Dap1 'tlnent ol Tt•.apoc bttlol1 STORMWATER MANAGEMENT CONCEPT FOR 1-405/SR 167 INTERCHANGE -DIRECT CONNECTOR PROJECT Page 11 of 17 The project widening will provide a fish passable structure at Culvert 76. The details of the new water crossing are covered in a separate report. Culvert 42/44 and Culvert 48 are on WSDOT's list to be addressed by future 1-405 improvement projects. Attachments: 13a. Pre-versus Post-Project Pollutant Discharge Assessment 13b. Flow Control and Water Quality Treatment Drawings -mmw......_. ... Tl# D r rtmant of T:r:s,..,,. ............. . STORMWATER MANAGEMENT CONCEPT FOR 1-405/SR 167 INTERCHANGE -DIRECT CONNECTOR PROJECT ATTACHMENT 13a Pre-versus Post-Project Pollutant Discharge Assessment Introduction Page 12 of 17 The pre-versus post-Project pollutant loads and concentrations assessment method was developed in 2005 to support the ESA consultation with the National Marine Fisheries Service. The intent of this assessment is to apply best available science to understand the potential impacts from the project. To be consistent with the 1-405 Tukwila to Renton Improvement Project (1-5 to SR 169 - Phase 2) Biological Opinion, the design shall demonstrate that there is "no net increase" in total suspended solids, total and dissolved copper, and total and dissolved zinc as a result of the 1-405, SR 167 Interchange Direct Connector Project (Project). Approach The calculations follow the WSDOT Data-FHWA Method from the 2005 WSDOT Environmental Procedures Manual (EPM). The assessment provides a projection of the relative change of pollutant loads and concentrations discharged to the Springbrook Creek basin. The BMP effectiveness data in the EPM uses primarily basic treatment BMPs designed to 1995 HRM standards. In contrast, the Project will use enhanced treatment BMPs that are sized to current HRM design standards. While BMPs that are built to new standards are presumed to work more effectively, insufficient time has passed for such BMPs to be installed or adequately tested. As a result, little data exists to accurately quantify the effects of projects following the current HRM runoff treatment BMPs. The pollutant loading estimates that are attached are based on the data from outdated BMP designs so the calculation likely underestimates the BMP effectiveness. The WSDOT Data-FHWA Method estimates annual pollutant loads and concentrations based on highway runoff characterization and BMP effectiveness data collected from the annual WSDOT National Pollutant Discharge Elimination System (NPDES) Reports dating back to 2002. This data provides the most accurate state-wide average annual estimate of pollutant load and concentration data from both treated and untreated highway surfaces in Washington. The results generated by this method provide: • A table for each sub-basin showing, o the amount of existing acres of highway surface, and o the amount of acres of future highway surface that would exist as a result of the project (i.e., net new acres). The table also includes the total number of treated, infiltrated, and untreated acres in each of the sub-basins. • The number of acres of untreated surface is multiplied by the annual pollutant load values for each pollutant. • The number of acres of treated surface is multiplied by the annual pollutant load value, which is based on the mean BMP pollutant removal effectiveness. • The annual pollutant loads from the treated and untreated surfaces are added together to generate a total pollutant load in pounds per year. STORMWATER MANAGEMENT CONCEPT FOR 1-405/SR 167 INTERCHANGE -DIRECT CONNECTOR PROJECT Page 13 of 17 • The results of the analysis provide a relative comparison of the annual loads for each pollutant from each sub-basin and the entire project. WSDOT EPM methods for evaluating annual pollutant loads produce general estimates of annual pollutant loads to compare project alternatives in the NEPA/SEPA processes. Pollutant concentrations in stormwater runoff are highly variable as a result of variables including: 1) the amount of discharge, 2) the size of the receiving water body, 3) the water chemistry (e.g., hardness) and background concentrations of pollutants of concern in the receiving water, 4) antecedent dry periods, 5) the nature (e.g., intensity, duration) of the storm event, 6) the variability in BMP removal effectiveness, and 7) amounts of organic debris and sediment within the runoff. During the 1-405 Tukwila to Renton Improvement Project ESA consultation, National Marine Fisheries Service requested that the model consider incidental runoff volume loss associated with the MFD BMPs. WSDOT and the National Marine Fisheries Service agreed that the monitoring data was conclusive to validate a model assumption that 62 percent of the highway runoff would infiltrate though the soil below the media zone. All other types of runoff treatment BMPs are assumed to be non-infiltrating. The model input calculates an equivalent basin area being "infiltrated" versus "treated." Thus the model accounts for the pollutant load reductions that would result from infiltration losses both in pre-and post-project conditions. Conclusions Key points related to drawing conclusions from this approach: • The assessment provides an average based on samples collected to date. There is variability between sites and BMPs. Defensible confidence limits cannot be set until adequate enhanced treatment BMPs are tested at a large number of sites. • Although we generate an analysis with this approach, there is insufficient existing data to make an accurate evaluation of BMP effectiveness, receiving water quality, dilution factors, or adverse impacts to fish. The proposed enhanced runoff treatment BMPs are sized to handle the runoff volumes generated during the wet season when pollutant concentrations are expected to be at their lowest due to dilution. Runoff treatment BMPs, such as constructed stormwater treatment ponds that promote evapotranspiration, may not discharge during the critical summer season for fish species. The following calculations are provided to document that the preliminary design meets the intent of the environmental commitment for "no net increase" in pollutant loads or concentrations as a result of the Project. The final design contract will require that the final design use the same method to demonstrate a "no net increase" in average annual pollutant loads or concentrations. Aw tc , ... ata. ~. D ; tiwnt of Trw1Mr ,.;nai.tlklo,.• •• 11 'I I DATA ENTRY TO CHECK POST-PROJECT VERSUS ESA CONSULTATION BASELINE AHUfflM MFD lnllltratlon "' 62% imperiAout Sl.ffllCI lntlttnited (actn uitre•ed imper-'?.1$ wrfaee <- lmplll"Aoussurl'M:e R.enton Nlcbl Permit N1 RETROFI' imperiAouw SIGlloa rwolltl:ed forbutms,t wlli tllschari;ie-to waterllody (acr..i EJii:istir,g impeMovt """'8o:e r.c~ fOf inflttreitlon (ac:res· Renton Nickel PemilrflEWIMPERVIOUS [New 1rea1ec:1 lmpeMous surface with dscl lewltnp~ousirurlace" lnfltrr•ed famtS' lew untnt.tad Impervious surface-{:111:re,5: "otl!llm,wim "'""' Existing im MJmlloe (aaes: to wa1ert,odjl (acre,;; tow1terbody (acrM 1ECTN1 RETROFIT 11 lo walerbody (acres' ·s,r!f5I + PRoJEct NSW"INIPERVIOUS lllr# ln!Med nnperwou, wrface with di,c lew lmper.ilous 1urf,011 1n111tr•lld {illi:ntS' 1-IA"tb'NIIHI impervioua surface (air•· "obllnewlm ~ OUltm !J 91.J_rfll!;ll!I (aaes: iS airface anti untrnted pc 9Urtace m,a trect<t poet-1 lffl~_S\J •= •= 121291'2JJ14 Afflmlment ~ody(acn,,' TTOTALS jecl (aetM) wttn <llsch•tM to watertl ~ 13.19 EL ..... 'i20'.ii - "'ffl" 7.81 - 9.76 0.00 0.00 9.76 -27.74 ;;]a 98.46 - ITT1 TI!" - 7.59 0.00 0.00 , ... - n"ii 47.84 1871' BA Totll M1S ha.11 Bftell,,. D ... nltlon for 80 . U,_tNfed :>thw BMP, MFD Tot,i ,~, 1'4.79 Tr11aled . n, 5.62 lnfflnlled . 9.17 Urrtfflllled ..... U-tod • T°"'I . 12.60 ,_ .. . ,,. lnfflr\!led . 7.81 Total . 7.57 2.19 Treated . 7.57 2.19 lnftrnited . 0.00 Untreated Untn,ahd )!her BMP! MFD To<al . 11.415 ,.,. , ...... . 11.415 1.00 lnffllnlt9d . 1.73 Tobd 7.59 D.00 T .... od 7.59 D.00 lnftllrated 0.00 Untrellled . .. LEGEN_(:! Oltte4' BMP• Includes "combined stamwat«treatment Wlllendidetanllon'', "BI09111.le1", "Wetpaol", and MMFO BMPs MFD = Meda Fitter Oran Attachment 1 M:IEn11\187-0~0rn'JARPA0oc\JARPA..Alt1.eh131._ct,~in11BOB1.Mline.xlS11:0C ENTRY ;- ~ U1 -"' " "' ... -I "' a .... " z s: -I :E m ]> " -I n m ::i:: " ]> s: z en ]> m z ' ]> 52 en m " s: m !:l m z n -I a n z a z z m n ~ m "C -I " .,, "C a " " a ~ m !:l I "C ll> (/Q (I) >-' ... 0 ->-' .... •• 11 'i I LOAD EFFECTS -POST-PROJECT VERSUS ESA CONSULTATION BASELINE T" ... 0 V, -"' ;,;, "' .. -t "' 0 .... ;,;, z s: -t :E m ~ ;,;, n m :I: ;,;, )> s: z G'I )> m z ' )> !:! G'I m ;,;, s: m n m -t z n -t 0 n z 0 z z m n q m "" 0 -t ;,;, .,, "" 0 ;,;, ;,;, 0 ~ m q I " 0) "" (1) >-- 12129/2014 Assessment Atta~167-DaDm\JARPADoc\JARPA_Attach13a_Checking80Baseline.xlsxCX:: LOAD <.n 0 ->--.... It ff "i I CONCENTRATION EFFECTS -POST-PROJECT VERSUS ESA CONSULTATION BASELINE Pcidutant COncintrtiOn fOr runOff POST-1 NET CHANGE NET PERCENT CHANGE 236.67 -61.13 ::.m 40.18 11_52 ..fl.49 -1.1_2 -17% -ell 12129/2014 Assessment AttachrltNEllg\ 167 -DC\Dm\JAR PADoc\JARPA _ Attach 13a _ C hecki ngBOBaseline.xlsxDC CONC ~ "" n, ... 0) 0 -... --., i :,, "' ... -I en 0 ...., :,, z s: -I :E m )> :,, -I n m ::c :,, ~ s: Cl )> m Z )> C Cl -m ~ s: n m -I z n -I 0 n Z 0 z z m n !:l !B 0 -I :,, .,, ,:, 0 :,, :,, e m I !:l - STORMWATER MANAGEMENT CONCEPT FOR 1-405/SR 167 INTERCHANGE -DIRECT CONNECTOR PROJECT ATTACHMENT 13b Flow Control and Water Quality Treatment Drawings ---... ,, D1p tu11ii11I of Tral1Q.D1tatlon Page 17 of 17 EAor11A(.(.E)'nri •-· --~ ........,.. ~ -~....:..-- ·" ,;i(P l, ,~ Mtj :2,_11~ MP ~}e~ :;, ----.. ...,.._ ~ ~ .~ T if l ~. ij ET .. .. ( j ) r I f I , in----:-••--n--i,s -~mLJNE MP 2! 70 . PANTHER CRceK (CULVERT 72) / I I :J.. r·· sw ZJRo ST v,c,mn, D£TENT10N Ol>E:N VAULT 0fMENsii5iis ~ 110'(1) x IO'(WJ x 4.S'(OJ REQ•o VOLUME: • 0.09 AC.,,r NET NEW MIPFRvious AREA ..... Ac CATCHMl:Nr AREA = 0,41 AC ---~ ---'<-. ~ ·'··~. --/ -I 7 "'" ,,.. . .. --- SR 1E E1&1) ','P :5 TS "" WXI/IJ MP ?S~< ,,,, ?5~5 ' ..,,..2,;-f;{J = \ MFD 1.tE CATCHMe,-,r AREA • 2,4S ACRE PGJ.s L!;NGTH • 2170 L!' -----------------------------..., CArc !!I !l ----+- ___ T .• ~ -~ ~ !:.·' 'c_ __ - .;:~ -.,,, -'.""-I s, -----E--- ,S 1S ai ~ _!_~' ,, iS' MFD1.9 _____ ... _ LENGTH _= 820. LF --~ -"CATCHMENT AREA = 0,76.ACRE PGIS MP 26.05 ~ -.,:--___ MFD1i4·· --~ .. ___ ,. LENGtff-:: 320-~LF- CAT~l:fMENT -AREA· :.::--0.35 ACRE __ PGIS CULVERT 76 REUSED FOR STORM DRAIN CONNECTION TO CITY DRAINAGE SYSTEM ,\'. ~ MFD1.15 (TYPE 6 DIMENSIONS = 90'(L) x 1 O'{W) ----'s,--------------------------t-----cc_ .. ~MENT AREA = 0.40 ACRE PGIS ~ --'---------------------------------- _Mf_];J1.16 (TYPE 6 -i-s,- u:. MF01.10 _ i'" LENGTH = 430 Lfr; - CATCHMENT ARj:A = 0.24 -~CRE PGIS ,s SR167 DIMENSIONS • 75'(L) x 10'{W) CATCHMENT AREA • 0.29 ACRE PGIS > MFD1.3 LENGTH = 750 LF \. TCHMENT AREA = 0.42 ACRE PGIS ~ 1 BIOSWALE -CABS 2.1 SEE SHEET 3 MF01.17 (TYPE 5 DIMENSIONS = 7S'(L) x 10'(W) CATCHMENT AREA = 0.27 ACRE PGIS .;:_,_ " --> ~ '-.._ p. / \\ -.. Sr __ _ .;. ~ ? / s-r ~ " I ~ " S' · SC MP.1J5 ~- " 0' SB 1-405 Sf -"ST NB 1-405 " ' MP 2.40 SC S• sT sr MFD2.2 LENGTH = 463-'LF CATCHMENT . AREA i,;::,,~~- ,;, '",,,._ sr ""' < MFD 1.17 ',' s' z,,,.---SE QUADRANT DETENTIO POND FC 2.2 DIMENSIONS = 9000 SF OTIOM x 5' DEEP REQ'D VOLUME = 2.4 AC-FT NET NEW IMPERVI S = 5.94 ACRE ~ TCHMENT AREA = 12.04 ACRE s, -Sr-,s !:] ------ SEE SHEET 2 ;. ;s BIOSWALE • CABS 2.1 DIMENSIONS = 110"(L) x T(W); 3:1 (SIDE SLOPE) CATCHMENT AREA = 6.06 ACRE PGIS " -" sr !S " SI -.Sl ST " ~ MP ?.45 ::;T " " ~ ' u;ST ';; w s s, " sc -_;:;: Mf' -2,~0"" :;i UC u0 • s r ,,-r ,, -JS ST ,. ·,\-s '/ ;,~-, f:C ,s ·,;s s• ----====~========~~ ~~"--~=-~ ~=-= =----------------~ ( ------~===----------- --/_---I -' _.,..._ ---~ =7SLF ------,,,- CATCHMENT AREA = ! 0.06 ACRE PGIS .'J MFD1.1B (TYPE 6) DIMENSIONS = 7S'(L) x 10'(W) CATCHMENT AREA = 0.3S ACRE PGIS "' iS JS J.S 15' -J.S ---·-,.<: 15 •s ---J.S ·,s •s J.S j_5 SI .!.':, 1S .LSS cs JS ·1s ~ ., .'.~-.!.S lr IIJ (!) j :::! > ;;z e " ;;z IU " ~ 8 h (I) Ji 0 " -s, iii .. 0 .., ., 1, ~w .. oc ~o ~"' . ., ~., "'."' N~· 0 11) ;J ., .. "' i1 II "( ., ... 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('"',r' ' ---~"'----.. ... s'· / .fl ,!D '--'' }Ji .. ....- c,\ washlngton State Department of Transportation March 2015 TO: Casey Kramer, State Hydraulics Engineer · 360-705-7262 Memorandum THRU: William James, Eastside Corridors Engineering Manager 425-450-2550 FROM: Alan Black / Ross Fenton 425-450-2515 / 425-456-8538 SUBJECT: 1-405/ SR167 Interchange Direct Connector Project Preliminary Basis of Fish Barrier Mitigation Design Introduction Project Overview The 1-405/ SRl67 Interchange Direct Connector Project (Project) site is located on T-405 in the vicinity of the SR 167 and SR 515 interchanges within the City of Renton, Washington. The Project is part of the overall 1-405 Tukwila to Renton Improvement Project that includes consideration of existing fish barriers within the project limits. The Project will construct a new direct connector ramp for a high occupancy vehicle (HOV)/express toll lane (ETL) in each direction between SR 167 south leg HOT lanes and 1-405 north leg HOV lanes. Included is reconstructing sections ofl-405 and SR 167 to open up the medians to make room for the new direct connector ramp; constructing a new HOV/ETL structure between SR 167 and 1-405; widening/replacing the 1-405 bridge over SR 515 (Bridge Number 405/016); and constructing new retaining walls. This project will modify local roadways, including East Valley Road and S. 14th Street, related to the interchange improvements and 1-405/SR 167 widening; install sign bridges; install ITS and tolling; install/replace noise walls; construct storm water management facilities; and modify/replace existing stream crossing(s) at SR 167 and 1-405 to improve fish passage. Current funding provides for preliminary design, environmental documentation, completion of necessary permits, and right of way acquisition. Additional funding is required to complete final design and construction. Casey Kramer March 2015 Page 2 Figure 1 -Existing Culverts in the Project Vicinity Tukwila to Renton Improvement Project Area Culverts Conveying Fish-Bearing Waters of the State = Stream Culvert -Stream Open Channel --Stream Pipe -Existing Rightof\/Vay i__J City Limits ___ _1 Casey Kramer March 2015 Page 3 Fish Passage To comply with federal permanent injunction number C70-92 l 3, dated March 29, 2013, Washington State Department of Transportation (WSDOT) is proposing to include with the 1-405/SR 167 Interchange Direct Connector Project a fish passable structure at State Route 167 at Milepost (MP) 25.93 for Rolling Hills Creek. The existing Rolling Hills/Thunder Hills Creek crossing, a 3 foot by 4 foot box culvert, at SR 167 Mile Post 26.08 has been identified as a partial fish barrier, due to flow velocity, hy Washington State Department of Fish and Wildlife (WDFW) and WSDOT Environmental Services Office (ESO) (WDFW No. 991202-identified as Culvert C76 in Figure 1). Per the injunction, and in order of preference, fish passage should be achieved by the following design options: (a) avoiding the necessity for the roadway to cross the stream, (b) use of a full span bridge, or (c) use of the "stream simulation" methodology. WSDOT evaluated each potential design options as defined in the injunction. Avoidance of the stream crossing was determined to not be viable given the location of the highway and the need to maintain a critical transportation corridor. The next option, replacing the culvert with a bridge, was determined to be not practical due to clearance issues considering the highway profile over the crossing. The third option, using the "stream simulation" methodology, was determined to be the best alternative. The proposed project will replace the existing 4-foot wide by 3-foot high, 265 foot long concrete box culvert with a minimum 14.7-foot span, fish passable structure while providing a safe roadway for the traveling public. The proposed fish passable structure will be designed to meet the requirements of the federal injunction utilizing culvert design criteria stated in the injunction and developed by WDFW. The proposed SR 167 crossing location, which differs from the existing location, has been coordinated for compatibility with the City ofRenton's future options for providing fish passage to the west between SR 167 and Springbrook Creek. The proposed crossing is located on SR 167 south ofl-405 in King County in the City of Renton, Washington. SR 167 runs south-north and spans Rolling Hills Creek. The creek generally flows east to west and joins Springbrook Creek approximately 0.5 miles to the west of SR 167. This memorandum documents a preliminary engineering assessment of Culvert 76, and the surrounding area, to determine the basis for design. The basis of stream and fish passable structure design is drawn from site reconnaissance and field data collected during 1-405 corridor planning, as well as the design phase of the current project. In addition to field observations, the preliminary design considers hydrological models provided by the City of Renton, hydraulic analysis, and stream bed design. Casey Kramer March 2015 Page 4 Site Reconnaissance As-Built Information The Rolling Hills Creek crossing under SR 167 at Mile Post 26.08 is presumed to have been constructed as part of the original SR 167 embankment grading contract prior to the first paving contract #0-7659 built in 1964. As-built plans are not available. The existing culvert has been field measured and determined to be a 3 foot by 4 foot concrete box culvert-sloping down from east to west at 1.75 percent. The downstream end of the box culvert connects into the City ofRenton's 60-inch diameter storm drain system. The City provided as-built drawings for this system which was constructed as part of L. I.D. 314 East Valley Road Street, Water and Sewer Improvements, dated 1971. The City's system is located west of SR 167 and runs under East Valley Road and SW 19th Street. Floodplain Rolling Hills Creek and its associated wetland area at the east side of Culvert 76 have been identified as special flood hazard areas inundated by the I 00-year flood. To the west, Springbrook Creek is identified as floodway area. Floodplain zones have been identified in the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Maps (FIRM) (See Attachment I Map 53033C0977F, Map 53033C0978F, and Map 53033C0979F). Floodplain zones related to the Green River and Springbrook watershed are identified as follows: • Northeast of SR 167/I-405 Interchange, adjacent to the Renton Village (Zone A, AE and AH), • North of Panther Creek between SW 27th Street and SW 16th Street, west of SR 167 (Zone AE and AH), • Springbrook Creek (Floodway Areas within Zone AE). The final design will assure that there is no rise in the floodplain and compensatory floodplain storage needs will be evaluated as required by Renton Municipal Code 4-3- 050 Critical Areas Regulations. Wetland.~ The Panther Creek Wetlands complex east of SR 167 is rated as Category II according to the Washington State Wetland Rating System for Western Washington, and a Category I based on the City of Renton Critical Areas Ordinance. Replacement of Culvert 76 with a larger structure has a high likelihood of permanently altering the hydrology of the wetlands. Hydrology is currently maintained by impoundment of runoff by SR 167 and a series of culverts that equalize water levels across the berms that are oriented perpendicular to the highway. The new stream channel alignment will drain a portion of the wetland. Areas adjacent to the channel may dry out over time and lose wetland Casey Kramer March 2015 Page 5 characteristics. The permanent loss of wetland area and functions will be mitigated off- site, utilizing credits frol)1 the approved Springbrook Mitigation Bank. This impact is considered unavoidable due to WSDOT's requirements under the federal court injunction. Interdisciplinary Team On-Site Review An Interdisciplinary Team (IDT) conducted on-site reviews to assess existing culverts that cross SR 167 in the project area. Site visits occurred on the following dates: IDT visits: December 2004 to January 2005 Additional visits: July 2006 to January 2007 (Tukwila to Renton Improvements Project -environmental documentation); April 2014 (Project land surveys) September 2014 site visit with the Muckleshoot Indian Tribe and WDFW The information gathered through the IDT visits contributed to the field data in this report. Review and assessment of fish passable structures during these visits included analysis of the culvert and its condition, assessment of the waterways and streams, and assessment of the fishery associated with those streams. Hydrologists assessed the function of the culvert or the fish passable structure. Fisheries biologists assessed culverts and drains associated with streams, wetlands, or rivers that cross under the freeway infrastructure. Storm water and engineering design teams also contributed by providing physical data on the area, site specifications, and conceptual designs. The Rolling Hills Creek and Thunder Hills Creek combine as one channel that flows under 1-405 on the east side of the SR 167 interchange. The stream is typical of heavily urbanized small stream systems of Lake Washington. These streams carry large sediment loads associated with the high percentages of impervious surfaces that drain un- attenuated into the streams. This leaves the stream flashy and heavily undercut in some locations. Stream bed gravels are sparse or absent and devoid oflarge woody debris. The highly urban characteristic of the basin results in higher than favorable stream temperatures. There are multiple public and private barriers upstream and downstream on this system with some sections thousands of feet long. Located within the City of Renton, the basin that is upstream of the 1-405 crossing encompasses approximately 925 acres according to "East Side Green River Watershed Plan" information provided by the City of Renton. The area is a combination of single and multi-family residential and commercial developments. The basin drains under 1-405 through Culvert 42 during low flows and also through Culvert 44 during higher flow conditions (Figures 2 and 3 ). Casey Kramer March 2015 Page 6 Figure 2: Rolling Hills Creek Crossing at 1-405-lnlets to Culverts 42 (right) and 44 (left). Figure 3: Rolling Hills Creek Channel-Upstream of 1-405 and Culverts 42 and 44. Casey Kramer March 2015 Page 7 Downstream ofl-405, the existing Rolling Hills Creek channel daylights for approximately 430 feet prior to entering the existing Culvert 76 (Figures 4 and 5). The creek channel runs along the east side of SR 167 collecting flows from a relatively small area including the undeveloped wooded Talbot Hill slope and wetland areas. The creek is characterized as a narrow channel with the SR 167 roadway embankment on the west side and wetland area on the east. On the September 2014 site inspection with WDFW and the Muckleshoot Indian Tribe the observed bank full width was approximately I 0 feet both upstream and downstream ofl-405. Looking North at the Northern Section Near the Northbound Ramp to 1-405 Crossing Looking North at the Southern Section Near the SR 167 (Culvert 76) Figure 4: Rolling Hills Creek Channel-Upstream of SR 167 and Culvert 76 Crossing. Casey Kramer March 2015 Page 8 Figure 5: Rolling Hills Creek Crossing at SR 167-Inlet to Culvert 76 Downstream of the existing box culvert (Culvert 76) under SR 167, the stream is conveyed in a 60-inch diameter City of Renton storm drain designated as Culvert 75 in Figure I. The City's storm drain system runs under East Valley Road and SW 19th Street for approximately 3,200 feet to the outlet into Springbrook Creek. Springbrook Creek conveys flows to the Black River Pump Station where flows are typically pumped into the Green River ("Conveyance" condition). The pumps are shut down during high flow conditions on the Green/Duwamish River. The Black River pump station includes an old fish ladder that is operated independently of the main pumps. The pump station is listed as Site ID 09.0004 0.20 on the WDFW fish barrier list and is shown as not being a fish barrier. Site reconnaissance found the facility to be marginal by today's standards. Casey Kramer March 2015 Page 9 Hydrology Watershed The Rolling Hills Creek and Thunder Hills Creek watershed drains 925 acres (1.45 sq. mi.) (see Attachment 2). The maximum basin elevation is 400 feet and the mean basin elevation is approximately 250 feet (NA VD88). The majority of the drainage basin is medium to dense residential development with some commercial properties on the north side of 1-405. Undeveloped portions of the basin are steep, but there is potential that the basin will become more developed in the future through redevelopment of the residential areas. To assure that the full range of hydrological conditions are understood, the design uses the City ofRenton's definition for both existing and future land use in the upstream basin: 32 percent and 50 percent of upstream basin impervious, respectively. Rolling Hills Creek Table I shows the calculated peak flows for Rolling Hills Creek at the proposed fish passable structure utilizing the City of Renton HSPF Model output. The following peak flow rates were developed by Northwest Hydraulics Company, 2011 and 2012. Table 1: Peak Flows for Rolling Hills Creek Based on Existing Hydrologic Models (in cubic feet per second) Mean Recurrence . Flow Through C42/C44' Flow Thro11gh C76: Interval (MRI) Existing Future Existing Future Land Cover Land Cover Land Cover Land Cover 2-year I 09.1 132.9 55.8 62.1 I 0-year 140.2 169.1 64.7 69.7 SO-year 170.2 204.5 70.9 75.7 100-year 183.8 220.5 73.2 78.2 I. 2012 Panther Creek (Thunder Hills Mitigation Project) Hydraulic Report Append B -NHC Report 2. 2011 Renton Nickel Stage 2 & SR 515 IC Project, As-Built Hydraulic Report- Appendix A3.9.2 Flows out of the wetland are complicated by the hydraulic interaction between flow in Culvert 76 and two 36-inch diameter corrugated metal pipe (CMP) culverts that also drain the wetland through a waterline access berm to the south. There was some uncertainty about the HSPF model calibration of the flow split, so downstream flows (through C76) were verified using the U.S. Army Corps of Engineers' HEC-RAS computer program, one-dimensional steady flow numerical model. HEC-RAS has a channel reach junction "optimization routine" which facilitated looking at the hydrologic interaction between the culverts. Table 2 provides the calibrated values that will be used in the fish passable structure final design. Casey Kramer March 2015 Page 10 Table 2: Corrected C76 Peak Flows (in cubic feet per second) Mean .Recutn nee Ffow Thron$11 C76 . Interval: . II 'll Existing ,Future , . LandCGver Land Cover 2-year 62.0 73.4 IO-year 68.4 76.2 50-year 71.0 77.0 100-year 72.8 78.4 Source: WSDOT 1-405 Corridor Program, Oct. 2014. Hydraulic Analysis Existing Condition Springbrook Creek Downstream of the C76 culvert crossing, Springbrook Creek conveys flows to the Black River Pump Station where flows are typically pumped into the Green River ("Conveyance" condition). The pumps are shut down during high flow conditions on the Green/Duwamish River, and Springbrook can be influenced by backwater ("Storage" condition) at its confluence with Rolling Hills Creek. The tailwater condition for this analysis has been based on the "East Side Green River Watershed Plan Technical Memorandum Supplement -Working Draft," dated August 18, 2004. It published the following Table 3 data for water surface elevations (NA VD88). The table also includes "Existing" and "Future" (full build-out) land use conditions in the watershed that are considered in the analysis. Casey Kramer March 2015 Page 11 Table 3 -Springbrook Creek Water Surface Elevation at the Confluence of Rolling Hills Creek Existing Land C6ver Future Land Cover Condition Conditions ! Conditions Convevance Stora<>e Convevance Storaee 2-vr Cur. Flow 11.7 -12.7 I 0-vr Cur. Flow 13.8 -14.2 25-vr Cur. Flow 14.41 14.4 14.9 15.0 50-vr Cur. Flow 14.6 14.8 15.1 17.4 100-vr Cur. Flow 15.4 17.4 15.4 17.4 Notes: 1. The 16.5 value in the reference document looks wrong based on the other numbers. The analysis used 14.4. 2. Elevations are provided in NA VD88 (in feet) Rolling Hills Creek The Rolling Hills Creek tributary was not available in earlier models, so a new model was developed using the U.S. Army Corps of Engineers' HEC-RAS computer program, one-dimensional steady flow numerical model. There are three reaches in the model: • Downstream of Culvert 76 -includes the City of Renton storm drainage system in East Valley Road and SW 19th Street. • Culvert 76 -includes the WSDOT culvert from the City of Renton storm drainage system connection to the east side of SR 167. • Upstream of Culvert 76 -includes the wetland, stream, Culverts under 1-405, and stream segment upstream ofl-405. Casey Kramer March 2015 Page 12 Rl:JllingHlll#utulll!Stonn_Flow Plan: EJdsling_Cumnt 10/31!2014 t N -... ~-..... ..... ... C..atnm A2 & .u J ~.----Wt!!tland SW19thStrttt ] 0)1 1491' Figure 6: Rolling Hills Creek Existing Model layout Downstream of Culvert 76: Ar•1 The final design will include evaluating the City of Renton storm drainage system flow and backwater changes. Note that the flows into this (C76) system (shown in Table 2) are significantly lower than the flow rate entering the wetland (through C42/C44) as shown in Table 1. The storm drainage system is a 60-inch concrete pipe trunkline that was constructed in the mid-1980s at 0.15 percent grade with frequent lateral connections from inlets along street gutters on both sides. The flow line elevation is one foot below the Culvert 76 flowline elevation at the connection. Culvert 76 The existing Rolling Hills/Thunder Hills Creek crossing, a 3 foot by 4 foot box culvert, at SR 167 Mile Post 26.08, has been identified as a partial fish barrier, due to flow velocity, by the Washington State Department of Fish and Wildlife (WDFW) and WSDOT Environmental Services Office (ESO) (WDFW No. 991202 -identified as Culvert C76 in Figure I). The culvert was built as part of the initial fill for the SR 167 corridor. It existed prior to the 1967 paving project that built the roadway, but no as-built drawings have been found. The culvert gradient is fairly low at 1.75 percent based on recent survey data. The undersized culvert leads to high velocities during peak flow conditions. Casey Kramer March 2015 Page 13 Upstream of Culvert 76 The existing channel runs along the base of an SR 167 retaining wall that elevates the roadway above the wetland. The channel width is fairly uniform at 10 feet or less wide, with a retaining wall to the west and a 2 to 3 foot slope up to the wetland level to the east. The channel gradient is less than 0.2 percent. Prior modeling efforts noted that the water levels in the wetland rise enough during high flow events to overtop a waterline easement berm and spill into the Panther Creek wetland. Table I illustrates how the existing downstream pipe capacity influences attenuation within the wetland during design storm flows. The existing water surface profiles are depicted in Figure 7. • i l1I ! f<:lll"!tl/lll'i.t.lo!mrrl_Floo Pwi·&iollog_l'ubM ,ooai:101. t-------------------, ~ ~ ~ > " .,, .l' ii , u 1--405 @ Culverts 42/44 ~ ® .ll @, /ii "' ~ " ~ Figure 7: Rolling Hills Creek Model Results for the Stream Channel from Springbrook Creek (left), through C76 (middle) and C42/C44 (right) Also upstream of Culvert 76, the wetland is located along the top of bank to the east and south of the Rolling Hills Creek channel. The wetland is a standing pool at elevation 17.0. Flows typically discharge groundwater seeps from the wetland to the channel near the inlet to Culvert 76. When the channel reaches flow elevations greater than 17 .0 (approximately the 2-year design storm), the wetland serves as floodplain storage for the channel. It also serves as a second discharge route as pool levels rise, the wetland also drains south through the utility access berm located near SW 19th Street. HEC-RAS is a useful tool to evaluate the hydraulic characteristics of this split flow condition. Casey Kramer March 2015 Page 14 Proposed Condition The hydraulic analysis for the proposed condition has been broken into four sections to facilitate assessment of performance criteria set for the project. Downstream of Culvert 76: When the project increases the flow capacity under SR 167, the hydraulic head necessary to convey peak flow under SR 167 will decrease. With this decrease, the backwater effect and storage in the upstream wetland will decrease. The change in flow attenuation will potentially alter the flow rates and backwater condition in the City system. To address this, the design may include a flow restrictor at the connection to the City storm sewer system. The exact design criteria are being coordinated with City staff. Fish Passable Structure: The proposed Culvert C76 replacement and Rolling Hills Creek channel extension will improve fish passage by: I) Eliminating the partial fish barrier under the SR 167 highway, 2) Extending the length of channel within the northern section of the Panther Creek Wetland complex, and 3) Replaces the existing SR 167 culvert crossing with a new fish passable structure designed with stream simulation methodology. The new fish passable structure size was determined using the 2013 WDFW Water Crossing Guidelines. The bankfull width was calculated using a "Watershed Characteristics" method that utilizes a regression equation based on annual precipitation and basin area. This method is appropriate to estimate bankfull width where the basin is severely manipulated in areas such as the Project setting. Wch = 0.95 X WA0.4S X AAP0·61 Equation 1 (WDFW Equation C.l) Where Wch is the width of the bankfull channel in feet; WA is the watershed area (square miles); and AAP is the average annual precipitation (inches). The watershed area (Attachment 2) is estimated to be 1.5 square miles in size. The average annual precipitation is estimated to be 38.6 inches. The calculated bankfull width using Equation I is I 0.6 feet. This value is consistent with site reconnaissance measurements made on the natural stream section where the channel flows through the wetland on the east side of SR 167 approximately 100 feet south of the outlet from Culverts 42 and 44. The new fish passable structure will be constructed on a very flat gradient to match the channel section upstream and the future channel section downstream. Casey Kramer March 2015 Page 15 The WDFW Stream Simulation equation determines the fish passable structure width: W Culvert_ bed ~ 1.2 * Wch + 2 (in feet) Equation 2 (WDFW,Equation3.2) Based on the 10.6 foot bankful width results from Equation I (above), the minimum opening width is 14.7 feet, based on Equation 2. Figure 8 illustrates one option where the 14.7 foot wide opening is provided by an elliptical arch pipe. This was used in the conceptual design analysis, but there are several fish passable structure options that are available to achieve the minimum width. Final selection of the type of fish passable structure will be determined by the Design- Builder contractor during final design based on other factors such as cost, speed of construction, and other factors that are not known now. The following discussions about conceptual design hydraulic models will be verified and performed as the design continues as needed to meet specific performance criteria set by WSDOT and the permits. Key elements of the performance criteria have been reviewed as part of the conceptual design ( one feasible solution) . • . J-·---..... - ~ • "-. C 0 i •• w • •, • Channel encroachment boundaries in the model ~ Ash PassabJe Structure with Stream Simulation Channel Bottom .• Figure 8: Rolling Hills Creek Proposed Model for the Fish Passable Structure The proposed design will be required to match the modeled existing 100-year water surface elevation in the wetland. To accomplish this when the connection to the City storm sewer system is considered, the connection pipe size will create similar backwater condition and approximately maintain the existing attenuation by the wetland storage. Therefore, the connection design will protect the downstream system from flow mcreases. The design intent is for the fish passable structure to be forward compatible with future fish passage improvements downstream. Funding and timing for those future improvements are uncertain. Casey Kramer March 2015 Page 16 ! ! ~ '!iW 19"ch S1, .. , ] "" '"' -.... -· Figure 9: Rolling Hills Creek Model Layout for Proposed Condition t N == -..... -- C1.1Jnru ,12 & 1-4 In addition to the connection to the SW 19th Street storm drainage system, the Project will reconstruct the two 36-inch culverts that connect to Panther Creek wetland to the south .. The the culverts through the utility berm (to the south) assure that the hydrology is preserved in the wetland to the south of the new channel. Casey Kramer March 2015 Page 17 • ~ < ... C 0 E i: • "' !' ~ C Iii, :;: • • .. ... ~ i . • -__,,.._ ...... -~o.-•»»• - ,; l-40S l!I eui...rts 42/44 "' ~/Ji ~ J ill .,i ~ i lo ... - !; ~ -M • Figure 10: Rolling Hills Creek Model Channel Profile for Proposed Condition -= = -=- - The 100-year water surface elevation approximately matches the existing condition and there is no appreciable backwater as a result of the proposed structure, thereby meeting WAC 220-110-070 requirements (Figure I 0). The channel slope through the culvert will match that of the new main channel upstream. This meets the stream simulation criteria described in the 2013 WDFW Water Crossing Guidelines and the requirements of the federal injunction. Stream Design The proposed Rolling Hills Creek channel through the proposed fish passable structure is designed to mimic the channel geometry and match the hydraulic characteristics in the existing channel. The proposed 0.27 percent sloped channel is preliminarily designed as a 5 foot bottom width and an 11 foot bank full (2-year flow) width which then transitions into the existing slopes. The final design will verify the proposed channel design based on soils and geomorphic conditions specifically channel geometry and hydraulic characteristics. The proposed streambed gradation for the new channel will be determined during final design by the Design-Builder utilizing the methods described in the 2013 WDFW Water Crossing Guidelines. Casey Kramer March 2015 Page 18 Recommendation Based on the site reconnaissance, hydrological and hydraulic analyses, WSDOT recommends proceeding with the design of a minimum 14. 7 foot span fish passable structure to meet federal permanent injunction C70-9213. We will continue to work with the Design-Builder as the project proceeds through design. If you have any questions or need further assistance regarding the information included in this memorandum please feel free to contact Bill James at ( 425) 456-8638 or Alan Black at (425) 450-2515. Attachments: 1. Design-Build Contracting Performance Standards 2. FEMA flood maps 3. Basin Map -Exhibit A from WSDOT, 1-405, Nickel Improvement Project hydrology study. 4. 25% Fish Crossing Plan, Profile, and Typical Section cc: Mike Barber, HQ Environmental Services Office Bijan Khaleghi, HQ Bridge Office Jim Cuthbertson, HQ Geotechnical Office HQ Hydraulics File Casey Kramer March 2015 Page 19 Attachment 1: Design-Build Contracting Performance Standards The proposed fish passable structure conceptual design will hold this Basis of Design document as the basis of the Project permits. As the project advances through the request for design-build proposals and award phases, some limited flexibility will remain until final design decisions are determined by the Design-Builder. Performance-based design requirements will guide the Design-Builder. Those requirements include the following: • The east end of the fish passable structure will transition as needed to the stream restoration section to the east. • The west end will be capped with a solid water tight wall at the WSDOT tight-of- way line and a new storm drainage connection to the existing City of Renton drainage system under East Valley Road will be created. The details of the connection will be subject to WSDOT and City of Renton reviews during final design. • Construction staging will require temporary stream diversion during the downstream connection to East Valley Road. The requirements for that work will be established by an HP A. The existing culvert C76 crossing may be maintained during construction of the new SR 167 crossing so the type and duration of the temporary diversion will be significantly different than that required at the Thunder Hills Mitigation Fish Barrier Retrofit Project. The Design-Builder is required to prepare the design as part of the Environmental Compliance Plan. • The Design-Builder will provide final hydraulic design including assessment of downstream flows in the City storm sewer system; flood storage; sizing of stream bed gravel; and assessment of flow velocities and scour at the new crossing. • Contract performance criteria will be set up to follow specific mandatory standards including: o WSDOT's Fish Passage Structure Minimum Standards o WDFW's Water Crossing Design Guideline 2013 o Environmental commitments that result from the permitting effort. • Acceptable materials for the fish passable structure may include but is not limited to the following: o Aluminum Structural Plate Pipe Arch o Precast concrete box culvert o Bottomless culvert assembled from soldier pile walls with Precast Concrete facial panels and precast prestressed slab units Casey Kramer March 2015 Page 20 o Precast concrete arch systems o Aluminum or aluminized steel structural plate arch systems. The current Mandatory Standards (in order of precedence) will include but not be limited to: • Special Provisions. • Amendments to the Standard Spec/fications. • Standard Specifications. • Washington Department of Fish and Wildlife Water Crossing Design Guidelines. • NCHRP Report 568, Rip Rap Design Criteria, Recommended Specifications, and Quality Control. • WSDOT Highway Runoff Manual (M3 l-I 6). • WSDOT Hydraulics Manual (M23-03). • WSDOT's Fish Passage Structure Minimum Standards • HEC-18, Evaluating Scour at Bridges; • EM 1110-2-1601 U.S. Army Corps of Engineers, Hydraulic Design of Flood Control Channels; and • HEC-11, Design ofRiprap Revetment; • WSDOT Design Manual (M22-0l) • US Forestry Service Stream Simulation Manual • HOS 5, Hydraulic Design of Culverts; • WSDOT Maintenance Manual (M51-01). • WSDOT Plans Preparation Manual (M22-31 ). • WSDOT Construction Manual (M41-0l). • WSDOT Materials Manual (M46-0l). • Standard Plans. • WSDOT Qualified Products List (QPL) (http://www.wsdot.wa.gov/Business/MaterialsLab/OPL.htm). • HEC-20 Stream Stability at Highway Structures; • WSDOT Guidance on Wildlife Habitat Structures in Wetland Mitigation Habitat Restoration Sites. Casey Kram er March 2015 Page 2 1 • Washington State Aquatic Habitat Guidelines Program, Integrated Strea m Guidelin es. • Wa s hington Department ofFish and Wildlife Aquatic Habitat Guidelines, Strea m Habitat Restoration Guidelines. • National Marine Fisheries Service, Southwes t R egion, Fish Screening Criteria.for Anadromous Salmonids. • National Marine Fisheries Service, Anadromous Salmonid Passage Facili ty Design. ~ SO UTHWEST 16TH ZONE X w ~ I- "'' ~, 0 1 ~ ~ I- V) 3! :r I-::, 0 V) 29TH 1 w ::, z w ~ a z ::::; 1i'. <( 2 STREET I ZONE X ~vv F Fl K " n 1111111 11 111111 111 PA (S E SOUTH S0l;TH 'L00DING EFFECTS lOM SPRINGBROOK 19 CREEK onAii.'E"6 si-uoY ...... si?.£.ti 'J R olling Hills -w ~ I 1-::, 5s UJ :::, z UJ > ~ III I-t-a:::, oo ~ (/J :i: 15TH s 19TH -;:: ::, 0 (/J UJ ' ::, z ~ (/J er er 0 2 ::, UJ :z > ~ ~ <t: (/) (/J ii: a: 0 ~ 23RD a: UJ I I- ~ (/) STREET STREET (/) UJ -., z UJ ~ (/) 2 ~ ::::; -' ~ ~I CITY OF RENTON 530088 ZONE X 20 'E= IIG I F F. V I Pl !S ~~ cc KE KIi l RE SOUTH v,I 3RD I STREET I <i L 11/ I ~, ~4/ Aourn 3R D ~-1 1 " ~ = LU LU ,~\\>-~ / ~ '.;:_/ ::, z LU 3RD PLACE LU ~ 1e / f+ I~ ...... ~ ~ ~ t · ;;,--~ ~ ~ j .. ~ IIG ~ SOUTH 4 TH STREET S ( ~ OUTH 4TH N1 J: STREET :z: W ~ ~ I . ~ J: t;:; :! UJ t3 ~ ~ ~ ~I // I ::c ::, 0 ::, s UJ I-~ ~ co ~ 3 ::c -(/) (/) I ~ ~ SOUTH 5TH STR EET I I UJ I I I ~ I 111 11 111 111111 1111 F ::, z UJ ~ LU z T} LU :J ~ J:~ ::i z <( V ~ ~ ~ > <( 0-1· <( 'Y J SOUTH I 6TH I STREET SOUTH 6TH (/) ~ ~ (/) s STREET I 11111111111111 1!11 ~! LU a:o I a: z z OC/l UJ a: LU <( ~ r <( a: ~ I-0 -LU C/l 5:w :::.E u UJ s z (/) v, 5 SOUTH 7TH STREET 7TH I ~ STREET I I I J:I ""'" I llll llllllllllllll ~ 1- :J CI TY OF RENTON // X I J I I I I ~1 ~ (/)I I 11 1111111111111111 :~ 53 0088 ZONE X ~ w ~ :J z z UJ LU > ~ <( SOUTH I 91H STREET S 10TH UJ <.!) z ~\ :c l ~ > -0 <( ::c -, (EL 24) I I / / / STREET ,_I 20 RENTON VILLAGE LIMIT OF DETAILED STUDY _..,.......-ZONE z <( a: <.!) NOTE : MAP AREA WITHIN TOWNSHI 0 § Legend e Hydrologic Output Location Streets .. HSPF Sub Basins Sprin g brook Ck and Tribs 1300000 W S DOT 1-405 Ni c kel Improvement Proj e cts ~ Hydrologic Output Locations .. •:·=,, ........ ~ rt 3 Support the Basin Level Flow Control and 05 1 Miles ---- coord . syst.: WA State Plane S horz. datum: NA O 83 horz. units: feet northwest hydraulic consultants project no. 21352 8 0 r-- Exhibit A ;7 I CCESS Na167 Hov BH DC 0 22-14 ELEV 24,80 (157.90"LT) NS157 I I I I L ____ J MASTER. PLAN GENERAL PURPOSE RAMP BH DC-21-14 ELEV 21.65 (O.Bt' LT) PROPOSED ROW P-3-13 ELEV 24.50 {15.32'LT) I I NB167 EDGE OF PAVEMENT (DIRECT CONNECTOR PROJECT) / MASTER PLAN WALL LOCATION / EXISTING GROUND ---------- ' ' ; I i 51 _., I 3, \ ,21 'I SSABLE STRUCTURE ~ ""'-$/ AP<Q-::n1 )0_J,.Q;::p( A-P\.iiSi \ !1 1+00 12+00 MATCHLINE i+OO 17+00 • I \ END STRUCTURE I _BEGI"! ~~EN CHANNEL I EL 11,74 STA 12-t)t II STREAM CHANNEL FLOW LINE 13+00 ___/ 18+00 14+01 I 19+00 .. 80 70 60 50 40 30 20 10 0 EXISTING PROPOSED ROW ----------~wsDOT SR167 RIGHT OF WAY CITY.OWNED PROPERTY- ROW \:: ~·~=~~~~~~:: i EXIST MASTER PLAN l --20• TEMPORAR/ ENVI MASTER PLAN EMBANKMENT POTENTIAL MAINTENANCE EASEMENT 12·-... CLEAR POTENTIAL 50' WIDE WIDE 10·~ ~ EMBANKMENT DIRECT CONNECTOR PROJECT WIDENING :I CONSTRUCTION EASEMENT MIN. I STREA (APPROXII LOCATII ______,,,._. ____ _ 0 EXISTING GROUND 20+00 ,. I -------"i"'>--.... 20 40 ~\ \. I I I --~- EXIST OPL 21-+0D 60 ... ,, 80 22+00 J I S' ,.._ ------'<4i<PS 8 I ?btQ7 __ ..-() PROP ---- OPL STABILIZED BANK (TIMBER CRIBBING) -T 100 120 140 NB167 STA 339+75 SECTION A-A ROLLING HILLS CREEK FISH BARRIER RETROFIT PROJECT 23-+00 ·~~ 160 24+00 LROADWAY FINISH GRADE (-EL. 26) / RECONSTRUCTED EARTH BERM (TOP ELEV. TO MATCH TOP OF · , EXISTING BERM) CULVERT SIZE & TYPE T.B.D. EXISTING_/ GROUND J, '•-..._ __ _/.-~~',1 ---r (-EL. 18) STREAMBED MIX WITH ROCK BANDS .. -t VARIES -----_J 11' CHANNEL WIDTH 14.7' · ---------1 MINIMUM CULVERT BED FISH PASSABLE STRUCTURE-SECTION NOT TO SCALE / EXISTING BERM / (TOP -EL. 22) --------------- ROLLING HILLS CREEK FISH BARRIER RETROFIT DRAFT FOR COORDINATION APRIL 2015 I I ' X X X X X X xxxxxxx X X X X X X HEC-RAS Version 4.1.0 Jan 2010 U.S. Army Corps of Engineers Hydrologic Engineering center 609 Second Street Davis, California xxxxxx xxxx xxxx xx X X X X X X X X X X X X X xxxx X XXX xxxx xxxxxx X X X X X X X X X X X X X xxxxxx xxxx X X X X xxxx X X xxxx X X xxxxx ******************************************************************************** PROJECT DATA Project Title: RollingHillsFutureStorm_Flow Project File RollingHillsFutFlow.prj Run Date and Time: 2/2/2015 1:11:56 PM Geometry File: Existing_Low Steady Flow File: Existing_Current_Low Project in English units Project Description: Existing Condition, Monthly Flows with Current Development in Springbrook Basin HDR modified Existing Conditions model based on WSPG analysis of 19th Street stormdrain. Agreement was facilitated with the HEC-RAS model by adjusting the entrance and exit coefficients. Proposed conditions were based on HNTB proposed grading east of the 167 and proposed fish ladder culvert design. Geometry File: Existing_Pipes, Current_Monthly Flows Page 1 of 27 Profile Output Table -Standard Table 1 **************************************************************************************************************************************************************** * Reach * River Sta * Profile* Q Total * Min Ch El * W.S. Elev* Crit W.S. * E.G. Elev* E.G. Slope * Vel Chnl * Flow Area* Top Width* Froude # Chl * (cfs) * (ft) * (ft) * (ft) * (ft) * (ft/ft) * (ft/s) * (sq ft) * (ft) * **************************************************************************************************************************************************************** Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upp_er 7155 7155 7155 7155 7155 7155 7155 7155 7155 7155 7155 7155 7082 7082 7082 7082 7082 7082 7082 7082 7082 7082 7082 7082 7019 7019 7019 7019 7019 7019 7019 7019 7019 7019 7019 7019 6998 6998 6998 6998 6998 6998 6998 6998 6998 6998 6998 6998 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep • • • • 0.49 0.99 0.95 0.98 0.72 0.51 0.32 0.18 0.18 0.09 0.14 0.19 0.49 0.99 0.95 0.98 0.72 0.51 0.32 0.18 0.18 0.09 0.14 0.19 0.49 0.99 0.95 0.98 0. 72 0.51 0.32 0.18 0.18 0.09 0 .14 0.19 .49 . 99 . 95 . 98 . 72 . 51 . 32 .18 .18 0.09 0 .14 0.19 Geometry File: Existing_Plpes, Current_Monthly Flows 20 .15 20.15 20. 15 20.15 20.15 20. 15 20 .15 20 .15 20. 15 20.15 20 .15 20.15 19.56 * 19.56 19. 56 * 19.56 * 19.56 * 19. 56 19.56 19. 56 19.56 19. 56 19.56 19. 56 19. 67 19.67 19. 67 19.67 19. 67 19. 6 7 19. 6 7 19. 67 19. 6 7 19. 67 19. 67 19. 67 19. 52 19.52 19.52 19.52 19.52 19. 52 19.52 19.52 19.52 19.52 19.52 19.52 20. 2 9 20. 34 20. 32 20.32 20. 31 20.29 20. 26 20. 26 20. 26 20. 22 20.23 20 .26 19. 95 20. 06 20. 05 20.06 20.01 19. 96 19. 90 19. 85 19.85 19.80 19.83 19.85 19. 87 19. 95 19. 94 19.95 19.91 19. 8 7 19. 83 19. 79 19. 79 19. 75 19. 77 19. 79 19. 81 19.89 19. 88 19.88 19. 85 19. 81 19.78 19. 73 19. 73 19. 67 19. 71 19. 73 20. 2 9 20. 34 20. 32 20. 32 20. 31 20. 2 9 20. 26 20. 26 20. 26 20. 22 20.23 * 20.26 19. 67 19.64 19.64 19. 61 19. 63 19. 64 • 20.32 20.38 20.38 20.38 20.35 20.33 20.30 20.27 20. 27 20.24 20.26 20.27 19. 96 20.06 20.06 20.06 20.01 19. 96 19. 91 19. 85 19. 85 19. 80 19. 83 19. 85 19. 88 19. 96 19. 96 19. 96 19.92 19.88 19.84 19. 79 19. 79 19.75 19.78 19. 80 19.82 19.90 19. 8 9 19.90 19. 86 19. 82 19. 78 19.73 19.73 19.67 19. 71 19.74 0.033177 0.021671 0.036085 0.035900 0.030735 0.033850 0.046137 0.016595 .016595 0.040342 0.057861 0.018490 0.000635 0.000868 0.000848 0.000863 0.000728 0.000646 0.000532 0.000436 0.000436 0.000269 0.000354 0.000448 0.003585 0.003518 0.003548 0. 003531 0.003622 0.003600 . 003382 0.004179 0.004179 0.006067 0.004346 0.004104 0.002236 0.002564 0.002562 0.002576 0. 002345 0.002251 0.002059 0.002085 0.002085 0. 002734 0.002168 0.002143 1.49 1.62 1.87 1. 89 1. 60 1. 52 1. 52 0.90 0.90 1. 05 1. 35 0.95 0.47 0.64 0.63 0.64 0.55 0.47 0.38 0.30 0.30 0.21 0.26 0.31 0.74 0.86 0.86 0.86 0.81 0.75 0.66 0.60 .60 0.54 0.56 0.61 0.65 0.84 0 . 83 .84 . 74 .66 . 55 .48 .48 .47 .47 .48 0.33 0.61 0.51 0.52 0.45 .34 . 21 0.20 0.20 . 0 9 .10 .20 1. 05 1. 54 1. 51 1. 53 1. 31 1.07 0.84 0.60 0.60 0.43 0.54 0.62 0.66 .15 1.11 * 1.14 0.89 0.68 0 .48 0.30 0.30 0.17 0.25 . 31 0.76 1. 1 7 1.14 1.16 0.97 0. 78 0.58 0. 3 8 0.38 0.19 0.30 0.39 4.87 5.78 5.68 5.69 5.63 4.93 3.90 3.81 3.81 2.47 2.73 3.81 4.48 5.02 4.99 5.01 4.77 4.50 4.21 3.82 3.82 3.24 3.62 .87 5.19 7 .11 .97 7.07 .16 5.28 4.28 3.67 3.67 . 25 . 53 3.70 5.13 5.87 5.81 5.85 5.52 5.16 4.79 3 . 89 3.89 2.48 3.16 4.00 . 01 0.88 1.10 1. :Cl . 00 . 02 .15 0.69 0.69 . 00 .22 . 73 .17 . 20 . 20 . 20 .19 .17 0.15 C.13 C .13 C.10 0.12 C.14 0.37 0.38 0.38 0.38 0.38 0.37 0.35 0.37 0.37 0.41 0.37 0.37 0.30 0.33 0.33 0.33 0.31 0.30 0.28 0.27 0.27 Q.30 0.27 0.27 Page 2 of 27 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper * Upper * Upper Upper Upper Upper * Upper 6869.5 6869.5 6869.5 6869.5 6869.5 6869.5 6869.5 6869.5 6869.5 6869.5 6869.5 6869.5 6843.5 6843.5 6843.5 6843.5 6843.5 6843.5 6843.5 6843.5 6843.5 6843.5 6843.5 6843.5 6831. 6831.5 6831.5 6831.5 6831.5 6831.5 6831.5 6831.5 6831.5 6831.5 6831.5 6831.5 6761.5 6761.5 6761.5 6761.5 6761.5 6761.5 6761.5 6761.5 6761.5 6761.5 6761.5 6761.5 6736 6736 6736 6 736 * 6736 6736 6736 6736 6736 6736 6736 6736 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mac Ape May Jun * Jul * Aug * Sep • * Oct * Nov * Dec Jan * Feb Mac Ape May Jun Jul Aug Sep 0.49 0.99 0.95 0.98 0. 72 0.51 0.32 0. 18 0.18 0.09 0.14 0.19 0. 49 0.99 0.95 0.98 0. 72 0.51 0.32 0.18 0.18 0.09 0 .14 0.19 0.49 .99 0.95 0.98 . 72 . 51 .32 0.18 0.18 0.09 0 .14 0.19 0.49 0.99 0.95 0.98 0.72 0.51 0.32 0.18 0.18 0.09 0.14 0.19 0.49 0.99 0.95 0.98 0.72 0.51 0.32 0.18 0.18 0.09 0.14 0.19 Geometry File: Existing_Pipes, Current_Monthly Flows 19 . 20 19. 20 19. 20 19. 20 19.20 19. 20 19. 20 19.20 19.20 19.20 19.20 19.20 19.01 * 19.01 * 19.01 19.01 * 19. 01 * 19. 01 19. 01 19. 01 19. 01 19. 01 19. 01 19. 01 18. 89 18. 89 18. 89 18. 89 18.89 18.89 18.89 18.89 18.89 18.89 18.89 18.89 18. 81 18. 81 18.81 18.81 18.81 18.81 18. 81 18. 81 18. 81 18. 81 18. 81 18. 81 18.70 18.70 18.70 18.70 18.70 18.70 18. 70 18. 70 18. 70 18. 70 18. 70 18. 70 19. 35 19. 43 19.42 19.43 19. 39 19. 36 19.32 19. 29 19. 29 19. 28 19 .28 19. 30 19.24 19.32 19.32 19. 32 19.28 19.24 19.20 19 .15 19 .15 19.10 19 .13 19 .15 19. 21 19. 30 19. 30 19. 30 19.26 19.21 19. 1 7 19.12 19.12 19. 0'7 19.10 19.12 19. 08 19 .17 19. 17 19. 1 7 19 .13 19. 0 9 19. 04 19. 00 19.00 18. 96 18.98 19. 00 18. 92 18. 99 18.99 18. 99 19. 96 19. 93 19. 89 18.84 18 . 84 18 . 82 18 . 84 18. 85 18.90 18.97 18.97 18.97 18.94 18.91 18.87 18.83 18.83 18.80 18 . 82 18.83 19.36 19.45 19. 44 19.44 19. 40 19.37 19.33 19. 30 19. 30 19. 28 19. 29 19. 30 19. 24 1 9. 33 1 9. 33 19. 33 19. 29 19. 25 19. /.0 19.16 19 .16 19 .11 19 .14 19 .16 19.22 19. 31 19. 30 19. 31 19. 26 19. 22 19. 1 7 19. 12 19. 12 19. 07 19. 10 19. 12 19. 0 9 19. 18 19. 18 19. 18 19. 14 19. 09 19.05 19.00 19.00 18. 96 18.98 19.00 18. 96 19. 04 19.04 19.04 19. 00 18. 96 18. 92 18 . 87 18 . 87 18.83 18 . 86 18 . 88 0.006237 0.005238 0.005245 o. 005240 0.005873 0.006198 0.006881 0.006059 0.006059 0.003310 0.005207 0. 005918 0.003630 0.003146 0.003129 0.003164 0.003297 0. 003611 0.003942 0.005583 0.005583 0.018951 0.007582 0.005626 .001568 . 001417 0. 001407 0.001429 0.001509 0.001574 0.001587 0.001333 0. 001333 0.001283 0.001280 0.001482 0. 002322 0.002594 0.002430 0.002648 0.002463 0.002317 0.002044 . 002111 0. 002111 .002229 .002265 0.002197 0. 019625 0.016427 0.016771 0.016509 0.018122 0.018626 0.019350 * 0. 026508 * 0.026508 * 0.021121 * 0.019572 0. 021130 0. 91 1. 07 1. 06 1. 07 1. 01 0. 92 0.82 0.64 0.64 0.41 0.56 0.65 0.76 0.88 0.87 .88 0.82 0.77 • 0. 6 9 * 0.65 0.65 0.78 0.67 0.67 0.55 0.66 0.65 0.66 0.60 0.55 0.48 0.42 0.42 0,35 0.39 0.44 0.70 0.90 0.87 0 . 90 . 80 . 71 0.59 0.49 0.49 0 .40 0.46 0.51 1.53 1.78 1.77 1. 78 1. 67 1. 51 1.41 1. 38 1. 38 1. 06 1.15 1.28 0.54 0.92 0.90 0.92 . 71 0.55 0.39 0.28 0.28 0.22 0.25 0.29 .65 .13 .10 .12 .88 .67 0.46 0.28 0.28 0.12 0.21 0.29 0.89 1. 50 1. 46 1. 48 1.19 0.92 0 . 66 0 .43 0.43 0.26 0.36 0.43 0.70 1.10 1. 09 1. 08 0.90 0.72 0.55 0.37 0.37 0.22 .30 . 37 . 32 * 0.56 0.54 * 0.55 0.43 0.34 0.23 0 .13 0 .13 .08 0.12 0.15 4.64 5.45 5.40 5.44 5.03 4.68 4.29 4. 01 4.01 3.86 3.94 4.04 4.90 6. 15 * 6.07 6. 12 5.54 4. 96 4.34 3.66 3.66 2 .98 .40 3.70 5.98 6.90 6.89 6.90 6.68 6.04 5.38 3.86 .86 2.87 3.39 3.86 4.29 4.98 4.97 4. 96 4.64 4.33 3.99 . 61 .61 3.07 3.47 3.63 3.05 3.65 3.61 3. 64 3.40 3.17 2.42 1. 84 1. 84 1.48 1. 77 1.96 0.47 0.46 0.46 0.46 0.47 0.47 0.48 0.43 0 .43 0.31 0.39 0.43 . 37 .36 .36 .36 0.36 0.37 0.37 0 .42 0.42 0.70 0.47 0.42 0.25 0.25 0.25 0.25 0.25 0.25 0.24 0.22 0.22 . 21 0.21 0.23 0.31 0. 34 0.33 0. 34 0.32 o. 31 0.28 0.27 0.27 0.27 0.28 0.28 0.83 0.81 0.81 0.81 0. 82 0.81 0.81 0.91 0. 91 0.78 0.78 0.82 Page 3 of 27 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 6722 6722 6722 6722 6722 6722 6722 6722 6722 6722 6722 6722 6600 5787 5787 5787 5787 5787 5787 5787 5787 5787 5787 5787 ",787 5777 5777 5777 5777 5777 5777 5777 5777 5777 5777 5777 5777 5764 5764 5764 5764 5764 5764 5764 5764 5764 5764 5764 5764 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr ..-May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep .49 0.99 .95 . 98 0.72 0.51 . 32 0.18 0.18 0 . 09 0.14 0.19 Culvert 0.49 0.99 0.95 0.98 0.72 0.51 0.32 0.18 0.18 0.09 0.14 0. ig 0.49 0.99 0.95 0.98 . 72 * . 51 * .32 .18 * 0.18 0.09 0.14 0.19 0 .49 0.99 0.95 0. 98 0.72 0.51 0.32 0. 18 0.18 0.09 0.14 0.19 Geometry File: Existing_Pipes, Current_Monthly Flows 18 .23 18. 2 3 18.23 18.23 18. 2 3 18.23 18.23 18.23 18.23 18.23 18. 23 18. 23 16. 40 16. 40 16. 40 16. 40 16. 40 16. 40 16.40 16.40 16.40 16.40 16 .40 Hi.40 16.40 16.40 16.40 16 .40 16 .40 16. 40 16. 40 16.40 16.40 16.40 16.40 16.40 17. 04 17. 04 17. 04 17. 04 17. 04 17.04 17. 04 17.04 17.04 17.04 17. 04 17. 04 18.56 18.66 18.65 18.66 18.61 18. 56 18.50 18.46 18.46 18.39 18. 42 18. 45 17.22 17.30 17.29 1 7. 30 1 7. 26 1 7. 22 1 7. 19 1 7. 16 17 .16 17 .13 17 .14 17 .16 17.22 17.30 17.29 17.29 17.26 17.22 17.19 1 7. 16 17 .16 17 .13 1 7 .14 1 7. 16 17.18 17.24 17.23 17.24 17.21 1 7. 18 1 7. 15 1 7. 12 17.12 17 .12 17 .13 17 .13 • 18.56 18.66 18.65 18. 66 * 18. 61 18.56 18.50 18 .46 18.46 18. 39 18.42 18. 45 17.18 17. 22 17. 21 17.18 17.15 17.12 17.12 17 .12 17 .13 17 .13 18. 63 18.76 18.75 18.76 18. 70 18. 64 18.57 18.50 18.50 18 .44 18. 48 18. 51 17. 22 1 7. 30 1 7. 29 1 7. 30 1 7. 26 17.22 17.19 17.16 17.16 17.13 17.14 17.16 17.22 17.30 17.29 17.30 1 7. 26 17.22 17.19 1 7. 16 17.16 17 .13 17.14 17 .16 17 .22 17 .29 17.28 17 .29 17 .25 17.22 17.18 1 7. 15 17 .15 17 .13 17 .14 1 7. 15 0. 029157 0.026337 0. 026439 0.026362 0.027375 0. 028852 0.034208 0.025799 0.025799 0.038962 0. 041102 0.032939 0.000029 0.000075 . 000071 0.000074 0.000050 .000031 0 .000015 0. 000006 0. 000006 0.000002 0.000004 0.000007 0.000035 0. 000094 .000090 .000093 .000061 .000037 0.000018 0.000007 0.000007 0. 000002 0.000005 0.000008 0.022407 0.018589 0.020208 .018862 0.021317 0.022545 0.037847 0.057094 0.057094 0.014244 0.029948 0.047916 2.25 2.53 2.51 2.52 2.39 2.26 2.18 . 70 . 70 1.67 1.90 .89 0.16 0.28 0.27 0.27 0.22 0.17 0.12 0.07 0.07 0.04 0.06 0.07 0.17 0. 30 * 0 .29 * .30 .23 . 18 0.12 0.07 0.07 0.04 0.06 0.08 1. 48 1. 75 1. 78 1.76 1 . 65 1. 50 1. 51 1.39 1. 3 9 0.69 1. 03 1. 34 0.22 0.39 0.38 .39 0.30 .23 .15 0.11 0.11 0.05 0.07 0.10 3.88 4.68 4.62 4.66 4.27 3 .92 3.56 3.26 3.26 3.03 3 .14 3.27 2.84 3.31 3.27 3.30 3.06 2.86 2.64 2.47 2.47 2.33 2.39 2.47 . 33 . 56 . 53 . 56 0.44 0.34 0.21 .13 0.13 0.13 0.14 0.14 1. 39 1.96 1.92 1. 95 1.69 .42 .09 0.93 .93 0.66 0. 77 0.90 10.03 10. 8 9 10.82 10. 88 10.43 10.06 9.71 9.40 . 40 9.16 9.28 9.42 6.02 6.47 6.43 .46 6.24 6.04 5. 82 5.63 5.63 5.49 5.56 5.64 3. 71 4.22 4.15 4.20 3 . 94 3. 73 3.42 3.20 3.20 3.20 3.22 3.23 . 00 . 00 . 00 . 00 0.99 1. 00 1. OS 0.89 0.89 . 03 1. 0 9 1. C 0 .04 0.07 0.06 0.06 0.05 0.04 0.03 0.02 0.02 0.01 0.01 0.02 0.04 0.07 0.07 0.07 0.06 0.05 0.03 ·o. 02 0.02 0.01 0.02 0.02 0.87 0.84 0.88 0.85 0.88 0.87 . 06 1.22 1 . 22 0.61 .89 .13 Page 4 of 27 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 5755 5755 5755 5755 5755 5755 5755 5755 5755 5755 5755 5755 5727 5727 5727 5727 5727 5727 * 5727 5727 5727 * 5727 5727 5727 5719 5719 5719 5719 5719 5719 5719 5719 5719 5719 5719 5719 5699 5699 5699 5699 5699 5699 5699 5699 5699 5699 5699 5699 5670 5670 5670 5670 5670 5670 5670 5670 5670 5670 5670 5670 Oct Nov Dec Jan Feb Mar Apr May * Jun * Jul * Aug Sep Oct * Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 0.49 . " 0.95 0.98 0.72 0.51 0.32 0.18 0.18 0.09 0 .14 0.19 0.49 0.99 0. 95 0.98 0.72 0.51 0.32 0. 18 0.18 0.09 0.14 0.19 0.49 0.99 0.95 0.98 . 72 . 51 . 32 0.18 0.18 0.09 0.14 0.19 0.49 0.99 0.95 0.98 0. 72 0.51 0.32 0.18 0.18 0.09 0.14 0.19 0.49 0.99 0. 95 0. 98 0.72 0.51 .32 0.18 0.18 0.09 0.14 0.19 Geometry File: Existing_Pipes, Current_Monthly Flows 16.71 16.71 16.71 16.71 16.71 16.71 16. 71 16. 71 Ui.71 16. 71 16. 71 16.71 16 .64 16 .64 16. 64 16. 64 16. 64 16. 64 16. 64 16. 64 16.64 16. 64 16. 64 16. 64 16.41 16 .4] 16.41 16.41 16.41 16.41 16.41 16.41 16.41 16. 41 16.41 16.41 16.51 16.51 16.51 16.51 16.51 16. 51 16 . 51 16 . 51 16.51 16 . 51 16.51 16. 51 16.17 16.17 16.17 16.17 16. 1 7 16.17 16.17 16.17 16.17 16.17 16.17 16. 1 7 17.09 17.19 17.18 17.19 17.14 17.10 17.05 16. 99 16. 99 16 .92 16. 96 16 . 99 16. 84 16.95 16. 94 16. 94 16.89 16.85 16.78 16.75 16.75 16.73 16.74 16. 75 16.83 16.93 16.92 16.92 16.88 16.83 16.78 16. 72 16. 72 16.67 16.71 16.73 16.77 16.85 16. 84 16. 85 16.81 16 . 78 16 . 73 16 . 69 16. 69 16 . 63 16.67 16.69 16 . 45 16.55 16. 54 16. ss 16. 50 16.46 16 .42 16.38 16. 38 16. 35 16. 36 16. 38 16.88 16.85 16.85 16.80 16.82 16.85 16. 77 16 . 75 16.75 16. 73 16.74 16. 75 • 17.10 17.20 17.19 17.20 17.15 17.10 17.05 16.99 16 . 99 16 .92 16. 97 17. 00 16. 86 16 .96 16. 96 16.96 16. 91 16.87 16. 82 16. 78 16. 78 16. 75 16. 77 16. 78 16.83 16.93 16. 92 16.93 16.88 16.84 16.78 16.72 16.72 16. 67 16.71 16.73 16.78 16.86 16.86 16.86 16.82 16. 79 16.74 16.69 16.69 16.64 16.67 16 . 70 16 . 4 7 16 . 57 16 . 56 16 . 56 16 . 52 16. 47 16 .43 16. 38 16. 38 16.35 16.37 16. 3 9 0.003719 0.005057 0.005148 0.005040 0.004464 0.003807 0.002872 0.002397 0.002397 0.002144 0.002220 0.002435 0.032071 0.014913 0.015295 0.014873 0. 020060 0.030430 . 086381 0.094326 .094326 0.062815 0 .122331 0.094146 0.001086 0.001651 0.001601 0.001629 0.001369 0.001115 .000883 . 000702 0.000702 . 000524 0.000607 0.000689 0.009873 0.010549 0.010164 . 010188 0.010008 0.009913 0.010601 0.012276 . 012276 0. 022135 0.013722 0.010928 0.012770 0.010538 0.010721 0 .010584 0. 011813 0.012743 0. 011891 0.009836 0.009836 0.005556 0.008418 0.010180 0.63 .84 0.83 0.83 . 74 O.G4 0.51 0 .41 0.41 0.33 0.38 0.42 1.18 1. 07 1. 07 1. 07 1.10 1.17 1. 52 1. 35 1. 35 .97 1.40 . 37 O.Jg 0.57 0.55 0.56 0.48 0.40 0.31 0.24 0.24 .17 . 21 .24 . 78 .04 . 01 1. 02 0 .91 0.80 0.71 0.64 0.64 0.67 0.63 0.62 0.89 0.99 0.99 0.99 O.~S 0.90 0.78 0.63 0.63 0.43 0.56 0.65 0.78 .18 1.14 1.17 0.98 0.80 0.63 0.44 0.44 0.27 0.37 0.45 .42 . 93 .89 0.92 0.66 .44 0.21 0 .13 0 .13 0.09 0.10 0.14 . 26 1. 74 1. 72 1. 74 1. 50 1.28 1. 02 0.76 0.76 0.53 0.68 0.79 0.63 0. 96 • 94 0. 96 0.79 0.64 0.45 0.28 .28 0.13 0.22 0.30 . 55 1. 00 0. 96 . 99 0.75 0.57 0.41 0.29 0.29 0.21 0.25 0.29 3. 78 4.62 4.54 4.61 4.21 3.82 3.39 2.84 2.84 2.26 2.63 * 2.89 3. 96 5.76 5.65 5.74 4.89 4.05 2.90 2.31 2.31 1. 94 2.02 2.36 4.89 5.19 .1' 5.19 5.04 4.90 4.73 4.54 4.54 4.10 4.47 4.57 4.52 4.70 4.70 4.71 4.61 4.53 3.99 3.20 3.20 2.23 2.86 3.33 3.96 5.33 5.24 5.31 4.64 4.02 3 . 42 2.85 2.85 2.45 2.68 2.89 0.24 0.29 0. 29 0. 29 0.27 0.25 0.21 0.18 0.18 0.17 0.18 0.19 0.64 0.47 0.47 0.47 0.53 0.63 . 99 1. 00 1. 00 0.79 1.11 1. 00 0 .13 0.17 0.17 0.17 0.15 .14 .12 .10 0.10 0.08 0. 09 0.10 0.37 0 .41 0.40 0 .40 0.39 . 37 0.37 0.38 0.38 0.48 0.40 0.36 0.42 .40 0.41 0.40 0.42 0.42 0.40 0.35 0.35 0.26 0.32 0.36 Page S of 27 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 5641.5 5641. 5 5641.5 5641.5 5641.5 5641.5 5641.5 5641.5 5641. 5 5641. 5 5641. 5 5641.5 5618.5 5618.5 5618.5 5618.5 5618.5 5618.5 5618.5 5618.5 5618.5 5618.5 5618.5 5618.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 55Bl 55Bl 5581 55Bl 5581 5581 5581 5581 5581 5581 5581 5581 5566.5 5566.5 5566.5 5566.5 5566.5 5566.5 5566.5 5566.5 5566.5 5566.5 5566.5 5566.5 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov oec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep • • 0.49 0.99 0.95 0.98 0.72 0.51 0.32 0.18 0.18 0.09 .14 0.19 . 49 .99 . 95 .98 . 72 . 51 . 32 .18 .18 .09 .14 .19 .49 0.99 0.95 0.98 0. 72 0.51 0.32 0.18 0.18 0. 0 9 0.14 0.19 .49 0.99 0.95 0.98 . 72 0.51 0.32 0.18 0.18 0.09 0.14 0.19 0.49 0.99 0.95 0.98 0.72 0.51 0. :?,2 0.18 0.18 0.09 0.14 0.19 • Geometry File: Existing_Pipes, Current_Monthly Flows 15.73 15.73 15.73 15.73 15.73 15.73 15. 73 15.73 15. 7 3 15.73 15.73 15.73 16 .25 16.25 16.25 16.25 16.25 16.25 16 .25 16 .25 16 .25 16 .25 16 .25 16.25 15.59 15.59 15.59 15.59 15.59 15.59 15.59 15.59 15.59 15.59 15.59 15.59 15.47 15.47 15.47 15.47 15.47 15.47 15. 47 15. 47 15. 47 15. 47 15.47 15. 47 15.37 15.37 15.37 15.37 15.37 15.37 15.37 15. 3 7 15.37 15.37 15.37 15. 3 7 16. 45 16.54 16.54 16.54 16.50 16.46 16 .42 16. 38 16. 38 16. 35 16.37 16.38 16.41 16 . 45 16.45 16.45 16.43 16.40 16.37 16.35 16 . 35 16.34 16 . 34 16. 35 15. 84 15. 92 15. 91 15. 92 15.88 15.84 15. 79 15.75 15.75 15.71 15.73 15. 75 15.73 15. 81 15.80 15.81 15.77 15. 73 15. 69 15. 65 15. 65 15.60 15. 63 15. 65 * 15.66 15. 73 15. 73 15. 73 15. 70 15. 67 15. 63 15.59 15. 59 15.54 15. 58 15.60 16.41 16.45 16. 45 16 .45 16.43 16 .40 16. 37 16. 35 16. 35 16. 34 16. 33 16. 35 15.59 15.59 15.56 15.51 15.51 15.49 15.51 16. 46 16.55 16. 54 16. 54 16.50 16. 46 16 .42 16.38 16. 38 16 . 35 16 . 3 7 16. 38 16.44 16. 52 16. 52 16.52 16.48 16.45 16.41 16.38 16.38 16.35 16.36 16.38 15.84 15.93 15. 93 15.93 15. 8 9 15. 85 15. 80 15.75 15.75 15.71 15.74 15. 76 15.74 15.82 15.82 15.82 15.78 15. 74 15.70 15. 6 5 15. 6 5 15. 61 15. 6 3 15. 66 15.67 15.75 15. 74 15.75 15. 71 15. 68 15. 64 15.60 15. 60 15.S5 15.58 15. 60 0.000079 0.000190 . 000181 .000187 0 .000130 0.000083 0.000043 0.000018 0.000018 0.000006 0.000012 0.000019 0.063821 0. 072686 0.073155 0. 072738 0. 077370 0.082726 0.123426 0 .106587 * 0.106587 .050789 0. 096721 0.100962 0.007586 0.006866 0.006907 0.006876 0.007207 0.007583 0.009476 . 011423 . 011423 . 014269 0.012552 .011359 0.00621B 0.007697 . 007600 0.007673 0.006979 0. 006297 0.005370 0.004782 0.004782 0.004494 . 004645 0.004782 0. 003261 0.003731 0.003773 0.003740 .003554 0.003162 0. 002770 . 002898 . 002898 0.003091 0.002870 0.002900 0.15 0.26 0.25 0.26 0.21 0.16 0.11 0.07 0.07 0.04 0.05 0.07 1.57 2.08 2.06 2.08 .91 . 73 .67 . 30 . 30 0.82 1.17 1.30 0.70 0.87 0.86 0. 87 * 0. 78 0.71 0.66 0.57 0.57 0.52 0.56 0.58 .73 . 99 0.98 0.99 . 86 .74 . 60 0.47 0.47 0.37 0.43 0 .48 0.77 1. 03 1. 02 1. 03 0.90 0.77 0.62 0.53 0.53 0.48 0.50 0.54 3.19 .82 . 77 3.80 3.50 3.22 2.95 2.68 2.68 2 .49 2.60 2.70 0.31 0.48 0.46 0.47 0. 38 0.29 0.19 0.14 0 .14 0 .11 0.12 0.15 0.70 1.14 .11 1.13 0.92 0.72 0.49 0.31 0 .31 0.17 0.25 0.33 .67 . 00 0.97 .99 . 83 .69 .54 0.38 0.38 0.24 0.33 0.40 0.64 0. 96 0.93 0.95 0.80 0.66 0.52 0.34 0.34 .19 .28 0.35 6.84 7.14 7.12 7 .13 6.99 6.B6 6.72 6.59 6.59 6.50 6.55 6.60 3.21 3.51 3.49 3 . 51 . 33 3.18 2 . 97 2.84 2.84 2.52 2.63 2.87 4.88 5.26 5.25 5.26 5.21 4.92 4.47 4.08 4.08 3.01 3.64 4 .12 3.80 4.09 4.07 4.08 3. 94 3.Bl 3.67 3.50 3.50 2.99 3.30 .53 4.46 4. 71 4.69 4.70 4.58 4.48 4.36 3.75 3.75 2.57 3 .33 3.85 0.04 0.06 0.06 0.06 0.05 0.04 0.03 0.02 0.02 . 01 . 02 . 02 0.89 1. a a . 00 . 00 . 00 1. 00 1.16 1.03 1. 0 3 .70 0.97 1. 01 . 33 0. 33 0.33 0.33 0.33 0.33 0.35 0.36 0.36 0.39 0.37 0. 3 fi 0.30 0.35 . 3 S 0.35 o.:n 0.31 0. 7.8 0. 2':> 0.25 0.23 0.24 0.25 0.36 0.40 0.10 0.40 . 38 . 35 0.32 . 31 . 31 0.31 . 31 . 31 Page 6 of 27 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper- Upper Upper Upper 5550.5 5550.5 5550.5 5550.5 5550.5 5550.5 5550.5 5550.5 5550.5 5550.5 5550.5 5550.5 5537 5537 5537 5537 5537 5537 5537 5537 5537 5537 5537 5537 5507 5507 5507 5507 5507 5507 5507 5507 5507 5507 5507 5507 5490 5490 5490 5490 5490 5490 5490 5490 5490 5490 5490 5490 5458 5458 5458 5458 5458 5458 5458 5458 5458 5458 5458 5458 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep • • • 0 .49 0.99 0.95 0.98 0. 72 0.51 0.32 0.18 .18 . 09 .14 .19 0.49 0.99 0.95 0.98 0. 72 . 51 .32 0.18 0.18 0.09 0 .14 0.19 0.49 0.99 0.95 0.98 0. 72 0.51 0.32 0.18 0.18 0.09 0.14 .19 .49 0.99 0.95 0.98 0.72 0.51 0.32 0.18 0.18 . 09 0.14 0.19 0.49 0.99 0.95 0.98 0.72 0.51 0.32 0.18 0.18 0.09 0.14 0.19 Geometry File: Existing_Pipes, Current_Monthly Flows 15.31 15.31 15.31 15.31 15.31 15.31 15.31 15.31 15.31 15.31 15. 31 15. 31 15.09 15. 0 9 15. 0 9 15. 0 9 15. 0 9 15. 0 9 lS. 09 15. 09 15. 09 15.09 15.09 15.09 15.19 15.19 15.19 15.19 15.19 15.19 15 .19 15 .19 15.19 15.19 15.19 15.19 14. 73 14. 73 14.73 14.73 14.73 14. 73 14.73 14.73 14.73 14.73 14.73 14.73 15. 03 15.03 15. 03 15.03 15.03 15.03 15.03 15.03 15.03 15.03 15.03 15.03 15.52 15.65 15.64 15.65 15.59 15.52 15.47 15.44 15.44 15.42 15.43 15. 44 15.50 15. 62 15. 62 15. 62 15.56 15.50 15.44 15. 38 15.38 15.32 15.36 15. 3 9 15.38 15.51 15.51 15.51 15.46 15.40 15.32 15.27 * 15. 27 15.24 15. 26 15. 27 15.40 15.53 15.53 15.53 15.47 15 .41 15. 34 15.27 15 .27 15. 21 15 .25 15.28 15. 39 15. 52 15. 51 15.52 15.46 15.40 15. 34 15 .27 15.27 15.21 15. 24 15.28 15.47 15.44 15.44 15, 42 * 15.43 15.44 15.2'7 15.27 15.24 15.26 15.27 15 .11 • • • • • 15.56 15.67 15.67 15.67 15. 61 15.56 15. 52 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0.37 0.42 1.43 . 52 .51 . 52 .42 .39 .46 . 53 1. 53 1. 30 1.41 1.57 0.16 0.26 0.25 0.26 0.21 0.16 0.11 0.07 0.07 .04 .06 .08 0.63 0.78 0.77 0.78 0.70 0.62 0.54 .44 .44 .34 . 41 .44 . 30 0.79 0.76 0.78 0.53 0.32 0.18 0.12 0.12 0.08 0.09 0.13 . " . 25 .21 1.24 0.99 0.79 0.59 0.43 0.43 0.30 0.37 0.45 0.34 0.65 0.63 0.65 0.51 0.37 .22 0.12 0.12 * 0.07 0.10 0.12 3.13 3.83 3.79 . 82 . 51 .18 2.81 2.46 2 .46 2 .14 2.32 2.50 0. 78 1.26 1.23 1. 25 1. 03 0.82 0.60 0.41 0. 41 * 0.26 0.34 0.43 2.87 4 .45 4 .42 4.45 3.78 2.97 2.23 1. 84 1. 84 1. 51 1. 62 1. 88 3.30 * 4.19 4 .13 4.17 3.74 .34 2.89 2.50 2.50 2.08 2.33 2.54 2.14 2.63 2.60 2.62 2.41 2.18 . 90 .69 . 69 1. 58 1. 65 1. 70 5.27 5.39 5.38 5.38 5. 33 * 5.28 5.22 5 .16 5 .16 5.10 5.13 5.16 3.40 4.20 4.15 4.19 3.84 3.46 3.03 2.62 2.62 2.23 2.44 2.66 0.89 0.52 0.53 0.52 0.64 0.85 1. 0 9 1. 00 1. 00 0.83 1. 07 1. 00 .23 .26 .25 .26 . 25 0.23 0.21 0.18 0.18 0.14 0.16 0.18 . 63 . 54 0.54 0.54 0.55 0.60 0.76 1.02 1. 02 1.10 1. 02 1. 04 0.04 0.05 0.05 0.05 0.04 0.04 .03 0.02 0.02 0.01 0.02 0.02 . 23 0.25 0.25 0.25 0.24 0.23 0.21 0.19 0.19 0.17 0.19 0.19 Page 7 of 27 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 5387 5387 5387 5387 5387 5387 5387 5387 5387 5387 5387 5387 5313 5313 5313 5313 5313 5313 5313 5313 5313 5313 5313 5313 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 3676 3676 3676 3676 3676 3676 3676 3676 3676 3676 3676 3676 3600 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May J= Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep • • • 0 .49 0.99 0.95 0.98 0. 72 0.51 0.32 0.18 0.18 0.09 0.14 0.19 .49 . 99 . 95 .98 . 72 . 51 .32 .18 .18 0.09 0.14 0.19 0.49 0.99 0.95 0.98 0.72 0.51 0.32 0.18 0.18 0.09 0 .14 0.19 1.64 4 .12 4. 72 4.81 3. 92 2.78 1. 61 * 0.79 * 0.70 0.43 0.53 0.73 Culvert Geometry File: Existing_Pipes, Current_Monthly Flows 14. 90 14. 90 14. 90 14. 90 14.90 14.90 14.90 14. 90 14. 90 14. 90 14. 90 14. 90 14.29 14.29 14.29 14.29 14.29 14.29 * 14.29 14.29 14.29 14.29 14.29 14.29 13. 90 13 . 90 13. 90 13. 90 13. 90 13. 90 13. 90 13. 90 13. 90 13.90 13. 90 13. 90 14.50 14.50 14. 50 14.50 14 .50 14. 50 14. 50 14.50 14.50 14.50 14.50 14.50 15 .10 15 .17 15.16 15.17 15 .13 15.10 15.06 15. 01 15. 01 14.98 15. 01 15.02 14, 84 15, 06 15 .11 15 .11 15. 04 14 .94 14 .82 14. 73 14. 72 14.67 14.69 14. 72 14. 82 15.04 15.09 15.10 15.02 14.93 14. 82 14. 72 14.71 14.67 14. 6 B 14. 71 14.73 14.93 14. 98 14.98 14. 91 14.80 14.72 14. 66 14. 65 14.62 14.65 14.65 15. 10 15.17 15.16 15 .17 15 .13 15.10 15.06 15.01 15.01 14. 98 15.01 15.02 14 . 7 3 14. 86 14. 89 14. 89 14.85 14.79 14. 72 14.66 14. 6', 14. 62 14.65 14.65 15 .15 15.25 15.24 15.25 15.20 15.16 15.11 15.06 15.06 15.01 15.04 15.06 14.84 15.06 15.11 15.11 15.04 14.94 14 , 83 14 . 73 14 . 72 14.67 14.69 14. 72 14.82 15. 04 15.09 15.10 15. 02 14.93 14.82 14.72 11. 71 14. 67 14.68 14.71 14. 80 15.02 15.07 15.07 15. 00 14. 90 14. 80 14. 71 14. 70 14.66 14. 68 14.70 0.027361 0.025575 0.025843 0.025647 0.029045 0.027215 0.029016 0.037621 0.037621 0.039761 0.023367 0.034402 0. 000115 0.000120 0.000089 0.000091 0.000073 0.000065 0.000054 0.000040 0.000045 0.000018 0.000036 0.000048 0.000034 0.000046 0.000035 0.000036 0.000026 0.000021 0.000015 0.000008 0.000009 0.000003 0.000006 0.000010 0.025774 . 011261 0.009658 .009465 0.011962 0.021554 . 025921 0.036923 0.041004 0.053726 0.024460 0.036732 1. 95 2.29 2.26 2.28 2.20 1.96 1. 78 1.68 1. 68 .42 1. 32 1.65 0.28 0.35 0.31 0.32 0.27 0.23 0.19 0.14 0.14 0.08 0.12 0.15 0.18 0.24 0.22 0.22 0.18 0.15 0.12 0.08 0.08 0.04 0.07 0.09 2.25 2.41 2.41 .41 2.42 2.58 2.24 * 1. 90 * . 88 1.73 1.44 * 1. 84 0.25 0.43 0.42 0.43 0.33 0.26 0. 18 0 .11 0.11 .06 0.11 0 .11 1. 77 2.82 3.04 3.08 2.69 2.21 1. 71 1.29 1.25 1. 07 1.13 1.26 2.78 4.04 4.34 4.38 3.94 3.37 2.76 2.26 2.20 2.00 2.06 2.21 0.73 1.71 . 96 2.00 1. 62 1. 08 0. 72 0.42 0.37 0.25 0.37 0.40 2.13 2.71 2.69 2.71 2.41 2.16 1 . 81 1.43 1.43 1.13 1.42 1. 47 4.43 4.95 5.05 5.07 4.89 4.65 4.40 4.17 4.14 4.04 4.07 4.15 5.52 5 .92 5.99 6.00 5.90 5.75 5.50 5.08 5.03 4.86 4. 92 5.05 4.64 5.04 5.14 5.15 5.01 4.79 4.64 4.50 4.49 4.12 4.48 4.50 1. 00 1 . 01 . 01 . 01 . 0 5 . 00 . 00 . 08 1. 08 1. 06 0.85 1. 04 0.08 0.08 0.07 0.07 0.06 0.06 0.0S 0.04 0.05 0.03 C·. 04 C.05 0.04 0.05 . 05 . 05 . 04 . 03 0.03 0.02 . 02 0.01 0. ::J2 . 02 . 00 . 73 .69 0.68 . 75 0.96 . 00 .10 l. lS 1. 25 0.88 . o, Page 8 of 27 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper * Upper Upper Upper Upper Upper Upper * Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 3423. 989 3423.989 3423.989 3423.989 3423.989 3423.989 3423.989 3423.989 3423.989 3423.989 3423.989 3423.989 3393. 683 3393. 683 3393. 683 3393.683 3393. 683 3393.683 3393.683 3393. 683 3393.683 3393.683 3393.683 3393.683 3300 3060 3060 3060 3060 3060 3060 3060 3060 3060 3060 3060 3060 3056 3056 3056 3056 3056 3056 3056 3056 3056 3056 3056 3056 3000 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug * Sep Oct Nov Dec Jan * Feb • Mar Apr May * Jun * Jul Aug * Sep • • * Oct * Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 1. 64 4.12 4. 72 4.81 3 .92 2.78 l. 61 0.79 0.70 0.43 0.53 0.73 1. 64 4.12 4. 72 4.81 3 .92 2.78 1. 61 0.79 0.70 0 .43 0.53 0.73 Culvert 1. 64 4.12 4. 72 4.81 3.92 2.78 1. 61 0.79 0.70 0.43 0.53 0.73 .64 4.12 4. 72 4.81 3. 92 2.78 .61 0. 79 0.70 0.43 . S3 . 73 Culvert Geometry File: Existing_Pipes, Current_Monthly Flows 12.59 12.59 12.59 12.59 12.59 12,59 12.59 12.59 12.59 12 . 59 12 . 59 12. 59 12.59 12 . 59 12 . 59 12. 59 12 . 59 12.59 12. 59 12.59 12. 59 12.59 12.59 12.59 11. 62 11. 62 11 . 62 11. 62 11. 62 11. 62 11. 62 11. 62 11. 62 11. 62 11. 62 11. 62 11. 62 11. 62 11. 62 11. 62 11. 62 11. 62 11. 62 11. 62 11. 62 11. 62 11. 62 11. 62 13.07 13.35 13. 40 13. 41 13.33 13 . 21 13 . 06 12 .92 12. 90 12. 84 12.86 12.91 13. 07 13. 35 13. 40 13. 41 13. 33 13.22 13 .07 12. 92 12. 90 12.84 12. 86 12.91 12.12 12.40 12. 45 12. 46 12. 38 12. 26 12 .11 11. 97 11. 95 11. 88 11. 91 11. 95 12. 12 12. 40 12.45 12. 46 12 .38 12.26 12 .11 11. 97 11. 95 11. 88 11. 91 11. 95 • 12.74 12.87 12.89 12. 90 12.86 12.80 12. 74 12.68 12.67 12. 65 * 12.67 12.68 11. 77 11. 90 11. 92 11. 93 11.89 11. 83 11. 77 11. 70 11. 70 11. 68 11. 69 11. 70 • • 13. 08 13. 37 13. 43 13 .44 13. 35 13. 23 13. 08 12 . 93 12. 91 12. 84 12.87 12. 91 13.08 13 . 37 13.42 13.43 13.35 13.23 13.07 12. 93 12. 91 12. 84 12. 87 12. 91 12. 12 12. 41 12. 47 12. 48 12. 3 9 12. 27 12. 12 11. 97 11. 95 11. 88 11. 91 11. 96 12.12 12.41 12.47 12 .48 12.39 12.27 12 .12 11. 97 11. 95 11.88 11. 91 11. 96 • 0.000189 0.000292 0. 000313 0.000316 0.000285 0.000242 0.000188 0.000138 0. 000132 0.000107 0. 000118 . 000135 * 0. 000116 0.000175 0.000186 0.000188 * 0.000171 0.000146 * 0.000115 0.000085 0.000082 * 0.000067 0.000074 * 0.000084 * 0.000090 0.000144 * 0. 000154 0.000155 0.000141 . 000117 0.000091 0.000065 0.000063 0.000050 0.000053 0.000063 0 .000091 0. 000144 0.000155 . 000155 0.000142 0 .000118 . 000092 . 000066 0.000063 . 000050 . 000053 . 000063 0. 84 1. 33 1.42 1.44 1. 30 1. 09 0.83 0.59 . S5 0.43 0 .48 . 57 0.68 . 07 1.14 .15 1. 04 0.88 0.67 0.47 0.44 . 35 0.39 . 45 0.66 . 05 1.13 .14 . 03 .86 . 65 .45 .13 0 .33 0.37 0.44 0.66 1. 05 1.13 1.14 1. 03 0.86 0.65 0.46 0 .43 0.33 0.37 0.44 1. 95 3.10 3.32 3.35 . 02 2.54 . 93 . 3S 1.27 0 . 99 1.10 .29 2.43 3 . 87 4.14 4.18 3.77 3.17 2.41 1. 68 1. 58 .24 1. 37 1.61 2.50 3.91 * 4. 19 * 4.23 3.81 .23 2.46 1.74 . 63 . 30 * .4S 1.68 * 2.49 3.91 4.18 4.23 .81 3.22 2.46 1. 74 1. 63 .29 .44 1. 67 • 4.13 * 4.20 4.22 4.22 4.20 4.17 4.13 4.09 4.08 4.07 4.07 4.09 5 .11 5.17 5.18 5.18 5.16 5.14 5 .11 5.07 5.07 5.05 5.06 5.07 5.05 5.08 5.09 5.09 5.08 5.07 5.05 5.04 5.03 5.03 5.03 5.04 5.05 5.08 5.09 5.09 5.08 5.07 5.05 5.04 5.03 5.03 5.03 5.04 .22 . 27 .28 0.28 0.27 0.25 0.22 0. 18 0.18 0.15 0.16 0.18 0.17 0.22 0.22 0.23 0.21 0.20 0.17 0.14 0.14 0.12 0.13 0.14 0.16 0 .21 0.22 0.22 0.21 0.19 0.17 .14 0 .13 0.12 0.12 0.13 0.16 0.21 a . 22 0.22 0.21 .19 0.17 0.14 0.13 0.12 0.12 0 .13 Page 9 of 27 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 2755 2755 2755 2755 2755 2755 2755 2755 2755 2755 2755 2755 2751 2751 2751 2751 2751 2751 2751 2751 2751 2751 2751 2751 2700 2543 2543 2543 2543 2543 2543 2543 2543 2543 2543 2543 2543 2539 2539 2539 2539 2539 2539 2539 2539 2539 2539 2539 2539 2500 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep • • • • • • .64 4.12 4.72 4.81 3 .92 2.78 . 61 0.79 0.70 0 .43 0.53 0.73 1. 81 4 .48 5.09 5.19 4.23 3.01 1. 76 0.86 0.77 0.46 0.58 0.80 Culvert 1. 81 4.48 5.09 5.19 4.23 3.01 1. 76 0.86 0.77 0.46 0.58 0.80 1. 81 4.48 5.09 5.19 4.23 3.01 1. 76 0.86 0.77 0.46 0.58 0.80 Culvert Geometry File: Existing_Pipes, Current_Monthly Flows 11.16 11.16 11.16 11.16 11.16 11. 16 11.16 11.16 11.16 11.16 11. 16 11.16 11. 16 11.16 11. 16 11. 16 11.16 11. 16 11. 16 11.16 11. 16 11. 16 J._1.16 11.16 10.80 10.80 10. 80 10.80 10.80 10.80 10. 80 10.80 10.80 10. 80 10.80 10.80 10.80 10.80 10.80 10. 80 10.80 10. 80 10.80 10.80 10.80 10.80 10.80 10.80 11. 68 11. 98 12.03 12.03 11. 95 11. 83 11. 68 11.52 11.50 11. 43 11. 46 11. 51 11. 68 11.97 12. 02 12.03 11 . 95 11. 83 11. 68 11.52 11. 50 11. 43 11.46 11.51 11. 32 11. 61 11. 66 11.67 11. 59 11.47 11.31 11.16 11.14 11.07 11.10 11.15 11.32 11. 61 11. 66 11.67 11.59 11.46 11. 31 11.16 11.14 11. 07 11.10 11.15 11. 32 11.45 11.48 11. 48 11.44 11. 38 11. 32 11.27 11.25 11.22 11.23 11.25 10. 96 11. 09 11.12 11.12 11. 08 11.02 10. 95 10. 8 9 10.89 10.86 10.87 10.89 • 11. 69 11. 99 12. 05 12 . 05 11. 97 11. 84 11. 68 11 . 53 11 . 51 11 . 43 11 . 46 11. 52 11. 69 11. 99 12.05 12.05 11.97 11. 84 11. 68 11. 53 11. 51 11. 43 11. 46 11. 52 11. 33 11. 63 11. 68 11.69 11 . 60 11.48 11.32 11 .1 7 11.15 11. 07 11.10 11.16 11. 33 11. 63 11. 68 11. 69 11. 60 11. 48 11.32 11.17 11.15 11. 07 11. 1 o 11.16 0.000078 0.000124 0.000134 0.000137 0.000122 0.000102 0.000077 0.000056 0.000052 0.000044 0.000046 0.000053 0.000096 0. 000149 0.000158 0.000162 .000144 0.000121 0.000093 . 000067 0.000064 0.000051 0.000056 0.000064 0.000095 0.000150 0.000160 0.000161 0.000146 0.000123 0.000095 0.000066 0.000064 0.000051 0.000056 0.000064 0. 000096 0.000151 0.000161 0.000162 0.000147 0.000124 0. 000096 0.000067 0.000064 0.000051 0.000056 0.000064 0.63 . 00 1. 08 1. 09 0.98 0.82 0.62 0.43 0.40 0.32 0.35 0.41 0.69 .10 1.17 .18 1. 06 .89 0.68 0.47 . 45 0.34 0.39 0.45 0.69 .10 1.17 1. 18 .07 0.90 0.68 0.47 0.45 0.34 0.39 0.45 0.69 . 10 1.17 1.18 1. 07 0.90 0.69 0 .4 7 0 .45 0.34 0.39 0 .45 2.62 4.11 4.38 4.41 4.00 3.38 2.60 .83 .73 1. 34 1. 51 1. 77 2.61 4.09 4 . 36 4.39 3.98 3.37 ;:: . 59 1. 82 1. 72 1. 34 1. 50 1. 77 * • 2.61 4. 08 * 4.35 4.39 3. 96 3.35 2.57 1. 83 1. 73 .34 .51 . 77 2.61 4.07 4. 34 4.39 3.96 .34 2.57 1. 82 1. 72 1. 34 . 50 * . 77 5.05 5.08 5.09 5.09 5.08 5.07 5.05 5.04 5.04 5.03 5.03 5.04 5.05 5.08 5.09 5.09 5.08 5.07 5.05 5. 04 5.03 5.03 5.03 5.04 5.05 5.08 5.08 5.09 5.08 5.07 5.05 5.04 5.03 5.03 5.03 5.03 5.05 5.08 5.08 5.09 5.08 5.07 5.05 5.04 5.03 5.03 5.03 5.03 .15 0.20 0.20 . 21 .19 0.18 0.15 .13 .12 0 .11 0 .11 0.12 0.17 .22 0.22 0.22 .21 0.19 0.17 0.14 0.13 .12 .12 0. 13 ;J. 17 0.22 0.22 0.22 0.21 0.19 0.17 0.14 0. l 3 0.12 0.12 0.13 .17 0.22 0.22 0.22 0.21 0.20 0.17 0.11 0.13 C.12 .12 0.13 Page 10 of 27 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 2203 2203 2203 2203 2203 2203 2203 2203 2203 2203 2203 2203 2199 2199 2199 2199 2199 2199 2199 2199 2199 2199 2199 2199 2100 2030 2030 2030 2030 2030 2030 2030 2030 2030 2030 2030 2030 2026 2026 2026 2026 2026 2026 2026 2026 2026 2026 2026 2026 2000 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug S:ep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec * Jan * Feb Mar * Apr * May Jun Jul Aug Sep Oct * Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 1. 81 4.48 5.09 5.19 4.23 3.01 1. 76 0.86 0.77 0.46 0.58 0.80 1. 81 4.48 5.09 5.19 4.23 3.01 1. 76 0.86 0.77 0.46 0.58 0.80 Culvert 1. 81 4.48 5.09 5.19 * 4. 23 * 3.01 1.76 * 0. 86 * 0.77 * 0.46 * 0.58 0.80 1. Bl 4.48 5.09 5.19 4.23 3.01 1. 76 0.86 0.77 0.46 0.58 0.80 Culvert • Geometry File: Existing_Pipes, Current_Monthly Flows 10. 29 10. 29 10. 29 10. 29 10.29 10. 29 10. 29 10.29 10. 29 10. 29 10 . 29 10. 29 10.29 10. 29 10. 29 10 . 29 10 . 29 10 , 29 10 . 29 10.29 10. 29 10.29 10. 29 10 . 29 9.94 9.94 9.94 9.94 9.94 9.94 9.94 9.94 9.94 9.94 9.94 .94 9.94 9.94 9.94 9.94 9.94 9.94 9.94 9.94 9.94 9.94 9.94 9.94 10. 81 11.10 11.15 11.16 11. 08 10. 96 10. 80 10.65 10.63 10.56 10:59 10. 64 10. 81 11.10 11 .15 11.H, 11 . 08 10.95 10.80 10. 65 10. 63 10.56 10.59 10. 64 10. 46 10.75 10. 80 10.81 10.73 10.61 10.46 10.30 10.28 10.21 10. 24 10 . 29 10.46 10. 75 10.80 10 . 81 10 . 73 10 . 60 10.46 10 . 30 10 . 28 10 . 21 10 . 24 10. 29 10.45 10.58 10.61 10.61 10.57 10.51 10.45 10.38 10.38 10.35 10.36 10.38 10.10 10.23 10.26 10.26 10.22 10.16 10.10 10.03 10.03 10.01 10.01 10.03 10 . 82 11 .12 11 .1 7 11 .18 11. 09 10. 97 J.O. 81 10.66 10 . 64 10 . 56 10.59 10.64 10 . 82 11 .12 11.17 11.18 11. 09 10.97 10.81 10.66 10.64 10.56 10.59 10.64 10.47 10.77 10.82 10.83 10.74 10.62 10.46 10.31 10.29 10.21 10.24 10. 30 10.47 10.77 10.82 10.83 10.74 10.62 10.46 10.31 10.29 10.21 10.24 10.30 • 0.000096 0.000151 0.000160 0.000161 0.000146 0.000123 0.000095 0. 000066 0.000064 0. 000·051 0.000056 0.000066 0. 000096 0.000151 o. 000161 0.000162 0.000147 0.000124 0. 000096 0.000067 * 0.000064 0.000051 0.000056 0.000067 0.000096 0. 000148 0.000160 0.000161 0. 000146 0.000123 0.000093 0.000066 0.000064 .000051 0.000056 0.000064 0. 000096 0.000149 0 .000161 0.000162 0.000147 0.000124 0.000093 0.000067 0.000064 0.000051 0.000056 0.000064 0.69 1.10 1.17 1.18 1. 07 0.90 0.68 ·" 0.45 0.34 0.39 0.46 0.69 1.10 1.17 1.18 1.07 0.90 0.69 0 .4 7 0 .45 0.34 0.39 0 .46 0.69 .09 1.17 1.18 . 07 0.90 0.68 0 .47 0.45 0.34 0.39 0 .45 0.69 .10 .17 .18 .07 0.90 0.68 0.47 0.45 0.34 0.39 0.45 2.61 4.08 4.35 4.39 3 . 96 3.35 2.57 1. 83 1. 73 1. 34 1. 50 1. 74 2.61 4.07 4.34 4. 39 3. 96 . 34 2.57 . 82 1.72 .34 . 50 1.74 2.61 4.09 4. 34 4.39 . 96 .35 2.59 .83 * .73 1. 34 1. 50 1. 77 2.61 4.09 4.34 4.38 3.95 * .34 2. 59 * 1. 82 * .72 .34 . 50 1. 76 5.05 5.08 5.08 5.08 5.07 5.06 5.05 5.03 5.03 5.03 5.03 5.03 5.05 5.08 5.08 5.08 5.07 5.06 5.05 5.03 5.03 5.02 5.03 5.03 5.05 5.07 5.08 5.08 5.07 5.06 5.05 5.03 5.03 5.02 5.03 5.03 5.05 5.07 5.08 5.08 5.07 5.06 5.05 5.03 5.03 5.02 5.03 5.03 0.17 0.22 0.22 0.22 0.21 0.19 0.17 0.14 0.13 0.12 0.12 0.14 0.17 0. 2?. 0.22 0.22 0.21 0.20 0.17 0.14 0 .13 0.12 0.12 0.14 0.17 0.21 0.22 0 .22 * 0.21 0.19 0.17 0.14 0 .13 0.12 0.12 0.13 0.17 0 . 22 0.22 0.22 0.21 0.20 0.17 0.14 0 .13 0.12 0.12 0 .13 Page 11 of 27 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 1497 1497 1497 1497 1497 1497 1497 1497 1497 1497 1497 1497 1493 1493 1493 1493 1493 1493 1493 1493 149.3 1493 1493 1493 1400 1001 1001 1001 1001 1001 1001 1001 1001 1001 1001 1001 1001 997 997 997 997 997 997 997 997 997 997 997 997 900 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug * Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 1. 81 4.48 5.09 5.19 4.23 3. 01 * 1. 76 0.86 0.77 0.46 0.58 0.80 . 81 4.48 5.09 5.19 4.23 3.01 1. 76 0.86 0.77 0.46 0.58 0.80 Culvert . 81 4.48 5.09 5.19 4.23 3.01 . 76 0.86 0. 77 0.46 0.58 0.80 . 81 4.48 5.09 5.19 4.23 3.01 . 76 0.86 0.77 .46 . 58 0.80 Culvert Geometry File: Existing_Pipes, Current_Monthly Flows 9 .14 .14 .14 .14 .14 .14 9.14 9.14 .14 .14 9.14 9.14 .14 9.14 .14 .14 .14 .14 9.14 9.14 9.14 9.14 9.14 9.14 8 .48 8 .48 8.48 8 .48 8.48 8.48 8 .48 8 .48 8 .48 8.48 8.48 8.48 8.48 8.48 8.48 8.48 8.48 8 .48 8 .48 8 .48 8.48 8 .48 8.48 8 .48 9.66 9.95 10.00 10.01 9.93 9.81 . 65 . 50 9.48 9.41 9.44 9.49 9.66 9.95 10.00 10.01 9.93 9.80 9.65 9.50 9 .48 . 41 . 44 . 49 . 00 .29 . 34 . 35 .27 9.15 9. 00 8.84 8.82 8.75 8.78 8.83 . 00 9. 29 9. 34 . 35 .27 .15 . 00 .84 .82 . 75 8.78 .83 9.30 9.43 9.46 9.46 9.42 9.36 9.30 9.24 9.23 9.21 9.21 9.23 8.64 8.77 8.80 8.80 .76 8.70 8.63 8.58 8.57 8.54 8.55 8.57 9.67 9.97 10.02 10. 03 9.94 9.82 9.66 .51 9.49 9.41 9.44 9.50 9. 67 9. 97 * 10. 02 10. 03 * 9. 94 * 9.82 9.66 9.51 9.49 9.41 9.44 9.50 . a 1 9.31 9. 36 9.37 9.29 9.16 . 00 8.85 8.83 . 75 8.78 8.84 . 01 . 31 . 36 . 37 9.29 9.16 . 00 .95 8.83 8.75 8.78 8.84 0. 000096 .000151 0.000161 .000162 . 000146 0. 000123 0 .000095 . 000066 0.000064 .000051 . 000056 0.000064 0. 000096 0.000152 . 000161 . 000163 .000147 0.000124 .000096 .000067 0 .000064 0 .000051 . 000056 0.000064 o. 000095 0.000149 0.000161 0. 000162 0.000144 * 0.000121 * 0. 000093 0.000066 0. 000064 * 0. 000051 0.000056 0.000064 0. 000096 0.000150 0.000162 0.000163 0.000145 0.000122 0.000093 0.000067 0.000064 0.000051 0.000056 0.000064 0.69 1.10 1. 17 1.18 1. 07 0.90 0.68 0.47 0.45 0.34 0.39 0.45 0.69 1.10 1.17 1.18 1. 07 0.90 0.69 0.47 0 .45 0.34 0.39 0.45 0.69 1.10 1.17 .18 1. 06 0.89 0.68 0.47 0.45 0.34 0.39 0.45 0.69 1.10 1.17 . 19 . 07 0.90 0.68 0.47 0 . 45 .34 . 3 9 . 45 2.61 4. 07 4.34 4.39 3.96 3.35 2.57 1. 83 1. 72 1. 34 1. 50 1. 77 2.61 4.07 4.33 4.38 3.95 3.34 2.57 1 . 82 1. 72 1. 34 1. 50 1 . 76 2.61 4. 09 4. 34 4.39 3.98 3.37 2.59 1. 83 l. 72 1. 34 1. 50 1. 77 2.61 4.08 4.33 4.38 3.97 3.36 2.59 1. 82 1.72 1. 34 1. 50 1. 76 5.04 5.07 5.07 5.07 5.07 5.06 5.04 5.03 5.03 5.02 5.03 5.03 5.04 5. 07 5.07 5.07 5. 07 5. 06 5.04 5.03 5.03 5.02 5.03 5.03 5.04 5.06 5.07 * 5.07 5.06 5.05 5.04 5.03 5.03 5.02 5.02 5.03 5.04 5.06 5.07 5.07 5.06 5.05 5.04 5.03 5.03 5.02 5.02 5.03 0.17 .22 0.22 .22 .21 0 .19 .17 0.14 0 .13 0.12 .12 0.13 0.17 0.22 0.22 0.22 0. 2) 0. 20 .17 0.14 0 .13 0.12 0.12 0 .13 0.17 0.21 0.22 0.22 0.21 0.19 0.17 0.14 0.13 0.12 0.12 0. 1 3 0. J 7 0.22 0.22 0.22 C.21 0.19 0.17 0.14 0.13 .12 .12 .13 Page 12 of 27 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 490 490 490 490 490 490 490 490 490 490 490 490 486 486 486 486 486 486 486 486 486 486 486 486 450 427.3552 427.3552 427.3552 427.3552 427.3552 427. 3552 427.3552 427.3552 427.3552 427.3552 427.3552 427.3552 370 .2063 370 .2063 370 .2063 370.2063 370.2063 370.2063 370.2063 370.2063 370.2063 370.2063 370.2063 370.2063 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep .81 4.48 5.09 5.19 4.23 3.01 1.76 o . 86 0.77 .46 . 58 0.80 .81 4.48 5.09 5.19 4.23 3.01 1. 76 0.86 0.77 0.46 0.58 0.80 Culvert 1. 81 4.48 5.09 5.19 4.23 3.01 1. 76 0.86 0.77 0.46 0.58 0.80 1.81 4.48 5.09 5.19 4.23 3.01 1. 76 0.86 0.77 0.46 0.58 * 0.80 • Geometry File: Existing__Pipes, Current_Monthly Flows 7.72 7.72 7.72 7.72 7.72 7.72 7.72 7.72 7.72 7.72 7.72 7.72 7,72 7.72 7.72 7.72 7.72 7.72 7,72 7,72 7,72 7,72 7,72 7.72 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7. 50 * . so 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 8.24 8.52 8.58 8.58 8.50 * . 3 9 .23 .08 8.06 7.99 8.02 8.07 .24 8.52 8.57 8.58 8.50 8.38 8.23 8.08 8.06 7.39 8 .02 8.07 7.93 8 . 16 .21 8.22 8 .14 8.05 7. 92 7.79 7.78 7. 71 7.74 7.78 7.90 8 .12 .17 .17 8.10 8.01 7.89 7.76 7.75 7.68 7.71 7.75 • 7.88 8.01 8.04 8.04 8. 00 * 7. 34 * 7.88 7. 82 * 7. 81 * 7.78 7.80 7. 81 * 8.25 .54 8.60 8.61 8.52 .40 .24 . 09 . 07 7.99 8.02 * . 07 .25 8.54 8.60 8.60 8.52 .10 8.24 8.09 8.07 7.99 8.02 8.07 7.33 8.17 . 22 8.23 .15 8.05 7.93 7.80 7.78 7.71 7.74 7.79 7.90 .13 8.18 .19 .11 .02 7.89 7,77 7.75 .68 7. 71 . 76 0. 000096 0.000155 0.000165 0.000167 Q.000150 0.000124 0.000095 0.000066 0.000064 0.000051 0.000056 0.000067 0. 000096 0.000155 . 000166 . 000168 . 000151 . 000124 0. 000096 .000067 0.000064 . 000051 . 000056 0.000067 0.000503 * 0.000641 0. 000642 0.000647 .000633 0.000586 0.000508 0.000435 0.000429 0.000394 0.000404 0.000430 0.000669 0.000820 0.000809 0.000815 0. 000813 0.000766 0.000682 0.000629 0.000633 * 0.000641 0.000620 0.000629 0.69 1.11 1.18 1.19 1. 08 0.90 0.69 .47 0.45 .34 0.39 0.46 .69 .11 .18 . 20 . 08 . 90 .69 .47 0.45 0.34 0.39 0.46 0.55 0.79 0.82 0.83 0.78 0.68 0.55 0 .41 0.39 0.32 0.35 0.40 0.61 0.86 0.89 0.90 0.85 0.75 0.61 0 .46 0. 45, * 0.38 0.40 0.45 2.61 4.04 4.30 4.34 3.93 3.34 2.57 1. 83 1. 72 1. 34 1. 50 1. 74 2.61 4.03 4.30 4.34 3.92 3.34 2.56 1. 82 1. 72 1. 34 1. 50 1. 74 3.28 5.65 6.17 6. 24 5.45 4.42 3.21 2.09 . 95 . 43 1 . 65 2.00 2.98 5.18 5.69 5.75 4.99 4.03 2.90 1. 85 1. 72 1.22 .44 . 76 5.04 5.06 5.06 5.07 5.06 5. O!J 5.04 5.03 5.03 5.02 5.02 5.03 5.04 5.06 5.06 5.06 5.06 5.05 5.04 5.03 5.03 5.02 5.02 5.03 9.27 11. 04 11. 39 11.44 10.90 10. 16 9 .21 8.23 8.10 7.60 7.82 8.15 .02 10. 71 11. 07 11.11 10.58 9.86 8.95 8.01 7.88 7.39 7.60 7. 92 0.17 0.22 0.23 0.23 0.22 0.19 0.17 0.14 0 .13 0.12 0.12 0.14 0.17 0.22 0.23 0.23 0.22 0.20 0.17 0.14 0.13 0.12 0.12 0.14 0.16 0.20 0.20 0.20 0.19 0.18 0.16 0.14 0. 14 0. 13 0. 13 0. 14 0.19 0.22 0.22 0.22 0.22 0.21 0. 19 0.17 .17 . 16 0.16 0.17 Page 13 of 27 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 106. 7341 106.7341 106.7341 106.7341 106.7341 106.7341 106.7341 106.7341 106.7341 106.7341 106. 7341 106. 7341 86.6344 86.6344 86.6344 86.6344 86.6344 86. 6344 86.6344 86.6344 86.6344 86.6344 86. 6344 86.6344 50 0.0000 . 0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug * Sep . * Oct * Nov Dec * Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 1. 81 4 .48 5.09 5.19 4.23 3.01 1. 76 0.86 0.77 0.46 0.58 0.80 1. 81 4.48 5.09 5.19 4.23 3.01 1. 76 0.86 0.77 0.46 0.58 0.80 Culvert . 81 4.48 5.09 5.19 4.23 3 . 01 . 76 0.86 . 77 .46 0.58 0.80 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5. 00 5.00 5.00 5.00 5.00 7.57 7.82 7.88 7.90 7.80 7.68 7.56 7.50 7.49 7.45 7 .47 7 .49 7.49 7.80 7.87 7.88 7.78 7. 65 7 .49 7.37 7.37 7.35 7. 35 7.37 .99 7.64 7.79 7.81 7.59 7.30 6.95 6 . 66 6.63 6.50 6.54 6.64 7.42 7.51 7.53 7.53 7.50 7.46 7.41 7.37 7.37 7.35 7.35 7.37 5.14 5.25 5.27 5.28 5.24 5.19 5 .14 5.08 5.08 5.05 5.06 5.08 7.58 7. 84 7.90 7. 92 7.82 7.70 7.58 7.50 7.50 7.45 7.47 7.50 7.51 7.81 7.88 7.89 7.79 7.66 7.50 7.40 7.40 7. 37 7.38 7.40 6.99 7.64 7.79 7.81 7.59 7.30 6 . 95 6.66 6.63 . 50 6.54 6.64 0.002623 0.001576 . 001345 0.001277 0.001642 0.002105 0.002678 0.001718 0.001594 0.001412 0.001442 0.001646 0.004776 0. 001134 0.000938 0.000884 0. 001195 0.001754 0.005208 0.035353 0. 033562 0.025656 . 040100 0. 033998 0.000002 0.000005 0.000005 0.000005 . 000005 0.000004 0.000002 0.000001 0.000001 0.000000 .000001 0.000001 0.97 1.10 1. 08 1. 07 1. 09 1. 06 0. 96 0.65 0.61 0.49 0.53 0.62 1. 09 0. 94 0. 92 0. 91 0. 94 * 0.95 1.11 1. 53 1. 44 1. 09 .36 .47 0.09 0.15 0.16 0.16 0.15 0.13 . 09 0.06 . 05 . 03 0.04 0 . 05 1. 87 4. 09 4.71 4.86 3. 88 2.83 1 . 83 1. 32 .26 0.94 . 0 9 .28 . 66 4.77 5.54 5. 72 4.51 .18 . 59 . 56 . 53 0.42 0.43 0.54 19.46 29.08 31.53 31.86 * 28 .29 23.85 18. 92 15.20 14. 83 13.28 13.75 14 . 95 7.90 9.67 10.12 10.22 9.52 8. 71 7.86 7.39 7.33 7.02 7.16 7.35 9.22 11.14 11. 56 11. 67 10.99 10. 20 9.17 8.43 8.41 8.33 8.33 8.42 13.56 16.03 16.60 16.68 15.84 14. 74 13.41 12. 31 12.19 11. 70 11.85 12.23 0.35 0.30 .28 0.27 0.30 . 3 3 0.35 0.27 0.26 0.23 0.24 0.26 0 .45 0.25 0.23 . 23 0. /.6 0.30 0.47 l. 04 l. 01 0.85 l. 06 l. 02 D.01 . 02 0.02 0 . 02 0. D2 0.02 0.01 0.01 . 01 0.01 0.01 0.01 **************************************************************************************************************************************************************** Geometry File: Existing_Pipes, Current_Monthly Flows Page 14 of 27 Profile Output Table Standard Table 2 *********************************************************************************************************************************************** * Reach .. River Sta * Profile* E.G. Elev* W.S. Elev* Vel Head* Frctn Loss* C & E Loss* Q Left * Q Channel * Q Right * Top Width* (ft) * (ft) * (ft) * (Et) * (ft) * {cfs) * (cfs) * (cfs) * (ft) * *********************************************************************************************************************************************** Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 7155 7155 7155 7155 7155 7155 7155 7155 7155 7155 7155 7155 7082 7082 * 7082 7082 * 7082 7082 * 7082 * 7082 * 7082 7082 7082 7082 7019 7019 7019 7019 * 7019 7019 7019 7019 7019 7019 7019 7019 6998 6998 6998 6998 6998 6998 6998 6998 6998 6998 6998 6998 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 20. 32 20.38 20. 38 20. 38 20. 35 20. 33 20. 30 20. 27 20. 27 20. 24 20. 26 20. 27 19. 96 20. 06 20. 06 20. 06 20. 01 19.96 19.91 19. 85 19. 85 19.80 19. 83 19.85 19. 88 19. 96 19. 96 19. 96 19. 92 19. 88 19.84 19. 79 19. 79 19. 75 19.78 19. 80 19.82 19.90 19. 8 9 19.90 19.86 19.82 19.78 19.73 19.73 19.67 19.71 19.74 Geometry File: Existing_Pipes, Current_Monthly Flows 20. 2 9 20. 34 20. 32 20. 32 20. 31 20. 2 9 20 .26 20.26 20 .26 20 .22 20 .23 20 .26 19.95 20.06 20. 05 20. 06 20.01 19. 96 19.90 19. 85 19. 85 19. 80 19.83 19. 85 19. 87 19.95 19. 94 19.95 19. 91 19. 87 19. 83 19.79 19. 79 19.75 19.77 19. 79 19. 81 19. 89 19.88 19.88 19.85 19. 81 19.78 19.73 19.73 19.67 19.71 19.73 0.03 0.04 0.05 0.06 0.04 0.04 0.04 0.01 0.01 0.02 0.03 0.01 0.00 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.14 0.18 0.19 0.19 0.16 0.15 0.13 0.09 0.09 0.07 0.09 0.10 0.08 0.10 0.10 0.10 0.09 0.08 0.07 0.06 0.06 0.05 0.05 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.05 0.06 0.06 0.08 0.06 0.06 0.45 0.46 0.46 0.46 0 .45 0 .45 0 .44 0.43 0.43 0.39 0.41 0.43 0.01 0.01 .01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.01 * 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 * 0.00 0. 00 * 0.00 * 0.00 0.00 0.00 0.00 0 .49 0.99 0.95 0. 98 0.72 0.51 0.32 0.18 0. 18 * 0.09 0.14 0.19 0.49 0.99 0.95 0.98 0.72 0.51 0.32 0.18 0.18 0.09 0.14 0.19 0.49 0.99 0.95 0.98 0. 72 0.51 0. 32 0.18 0.18 0.09 0.14 0.19 0. 49 0.99 0.95 0.98 0.72 0.51 0.32 0.18 0.18 0.09 0.14 0.19 • • 4. 87 5. 78 5.68 5.69 5.63 4.93 3.90 3.81 3.81 2.47 2.73 3.81 4.48 5.02 4.99 5.01 4. 77 4.50 4.21 3.82 3.82 3.24 3.62 3.87 5.19 7 .11 6.97 7.07 6.16 5.28 4.28 3.67 3.67 3.25 3.53 3.70 5.13 5.87 5.81 5.85 5.52 5.16 4.79 3.89 3.89 2.48 3.16 4.00 Page 15 of 27 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 6869.5 6869, 5 6869.5 6869.5 6869.5 6869.5 6869.5 6869.5 * 6869.5 6869.5 6869.5 6869.5 6843.5 6843.5 6843.5 6843.5 6843.5 6843.5 6843. 5 6843.5 6843.5 6843.5 6843.5 6843.5 6831.5 6831.5 6831.5 6831.5 6831. 5 6831.5 6831.5 6831.5 6831.5 6831.5 6831.5 6831.5 6761.5 6761.5 6761.5 6761.5 6761. 5 6761.5 6761.5 6761.5 6761.5 6761.5 6761.5 6761.5 6736 6736 6736 6736 6736 6736 6736 6736 6736 6736 6736 6736 Oct Nov Dec Jan Feb • Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 19. 36 19 .45 19.44 19. 44 19. 40 19.37 19. 33 19. 30 19.30 19. 28 19. 29 19.30 19. 24 19. 33 19. 33 19. 33 19. 29 19. 25 19. 20 19 .16 19 .16 19.11 19.14 19 .16 19.22 19. 31 19. 30 19. 31 19. 26 19. 22 19 .1 7 19.12 19.12 19. 07 19.10 19 .12 19.09 19 .18 19 .18 19 .18 19 .14 19.09 19.05 19.00 19. OD 18. 96 18.98 19.00 18. 96 19. 04 19.04 19. 04 19.00 18. 96 18.92 18.87 18. 87 18. 83 18. 86 18. 88 Geometry File: Existing_Pipes, Current_Monthly Flows 19. 35 19.43 19.42 19. 43 19. 39 19.36 19.32 19. 2 9 19. 29 19. 2 B 19.28 19.30 19.24 19. 32 19.32 19. 32 19. 28 19.24 19.20 19 .15 19 .15 19 .10 19.13 19.15 19. 21 19. 30 19.30 19. 30 19.26 19. 21 19.17 19.12 19.12 19. 07 19 .10 19 .12 19. 08 19 .17 19 .17 19 .17 19 .13 19. 0 9 19 .04 19 .00 19 .00 18. 96 18.98 19. 00 18.92 18.99 18.99 18.99 18. 96 18.93 18.89 18.84 18.84 18.82 18.84 18.85 0.01 0.02 0.02 0.02 0.02 0.01 0.01 0.01 .01 0.00 .00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.01 . 01 . 01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 . 01 0.01 . 01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.04 0.05 0.05 0.05 0. 04 0.04 0.03 0.03 0.03 0. 02 0. 02 0.03 0.12 0.10 0.10 0.10 0.11 0.12 0.13 0.15 0.15 0.17 0.15 0.15 0.03 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.04 0.03 0.03 0.13 .13 0 .13 .13 0.13 .13 .13 0.12 0.12 0.12 0.12 0 .13 0. 13 0.14 0. 13 0.14 0 .13 0.13 0.12 0.13 0.13 0 .13 0 .13 0.13 0.33 0.28 0 .29 0.29 0.31 0.32 . 35 . 36 .36 .39 .38 .36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 . 00 0.00 . 00 0.00 . 00 . 00 . 00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0 .49 0.99 0. 95 0.98 0.72 0.51 0.32 0.18 0.18 * 0.09 0.14 .19 0 .49 0.99 0.95 0.98 0.72 0.51 0.32 0.18 0.18 0.09 0.14 0.19 .49 0.99 0.95 0.98 0.72 0.51 0.32 0.18 0.18 . 09 0.14 .19 .49 .99 .95 0.98 . 72 . 51 0.32 0.18 0.18 0.09 0.14 0.19 .49 0.99 0.95 0.98 0.72 0.51 .32 0.18 0.18 0.09 0.14 0.19 4.64 5 .45 5.40 5.44 5.03 4.68 4. 29 4.01 4. 01 3.86 3.94 4.04 4.90 6.15 . 07 6.12 5.54 4. 96 4.34 3.66 3.66 2.98 3.40 3.70 5.98 6.90 .89 6.90 . 68 6.04 5.38 3.86 3.86 2.87 3.39 3.86 4.29 4.98 4.97 4. 96 4.64 4.33 3.99 3.61 . 61 3.07 3.47 3.63 3.05 3 . 6 5 . 61 . 64 . 40 .17 2.42 . 84 . 84 1. 48 . 77 1. 96 Page 16 of 27 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 6722 6722 6722 6722 6722 6722 6722 6722 6722 6722 6722 6722 6600 5787 5787 5787 5787 5787 5787 5787 5787 5787 5787 5787 5787 5777 5777 5777 5777 5777 5777 5777 5777 5777 5777 5777 5777 5764 5764 5764 5764 5764 5764 5764 5764 5764 5764 5764 5764 5755 5755 5755 5755 5755 5755 5755 5755 5755 5755 5755 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug 18.63 18.76 18.75 18.76 18.70 18.64 18.57 18.50 18.50 18.44 18.48 18.51 Culvert 17.22 1 7. 30 17.29 17. 30 17 .26 17.22 1 7. 19 17 .16 1 7. 16 17 .13 17 .14 17 .16 17.22 17. 30 17 .29 17. 30 17 .26 17.22 17 .19 17.16 17 .16 17 .13 17.14 1 7. 16 17.22 17 .29 17.28 17 .29 17.25 17.22 1 7. 18 17.15 17.15 17 .13 17.14 17.15 17.10 17.20 1 7. 19 17.20 17 .15 17.10 17. 05 16. 99 16. 99 16.92 16. 97 Geometry File: Existing_Pipes, Current_Monthly Flows 18. 56 18 . 66 18 . 65 18 . 66 18 . 61 18 . 56 18 . 50 18. 46 18 . 46 18 . 39 18 . 42 18. 45 17.22 17.30 17 .29 1 7. 30 17.26 17.22 17.19 17 .16 17.16 17 .13 17 .14 17 .16 17.22 17.30 17.29 17.29 17.26 17.22 17.19 17.16 17 .16 17 .13 17 .14 17 .16 17 .18 17.24 17.23 17.24 17.21 17.18 17.15 1 7. 12 17 .12 1 7 .12 17 .13 17 .13 17.09 17.19 17.18 1 7 .19 1 7 .14 17.10 17.05 16. 99 16. 99 16. 92 16. 96 0.08 0.10 0.10 0.10 0.09 0.08 0.07 .04 0.04 0.04 0.06 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 . 00 . 00 0 . 00 0.00 0.00 0.00 0.03 . 05 0.05 0 . 05 0.04 . 03 .04 . 03 . 03 . 01 .02 . 03 . 01 0.01 0.01 0.01 0.01 . 01 . 00 . 00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 . 00 . 00 0.00 . 00 . 00 . 00 . 00 . 00 0.00 . 07 0.08 . 08 . 08 . 08 ·°' . 06 . 06 . 06 . 04 . 05 . 06 . 23 . 23 0.23 .22 . 23 . 23 . 23 . 20 . 20 0.17 0 . 19 . 00 . 00 . 00 . 00 . 00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.23 0.22 0.23 0.16 0.10 0 .-06 0.03 0.03 0.01 0.02 0.03 0.49 0.99 0.95 0.98 0. 72 0.51 0.32 0.18 0.18 0.09 0.14 0.19 0.39 0.76 0.73 0.75 0.56 o . 41 0.26 0.15 .15 . 08 0.12 0.16 0.49 ·" . 95 . 98 . " . 5; . 32 0. 18 .18 . 09 .14 .19 0.49 0.99 0.95 0. 98 . " . 51 . 32 .18 0.18 . 09 0.14 0.19 0.49 0.99 0.95 0.98 0.72 0.51 0.32 0 .18 0.18 0.09 0.14 . 39 . 96 . 92 l. 95 1. 6 9 .42 .09 0.93 0.93 0.66 0.77 0.90 10.03 1 o. 89 10.82 10.88 10.43 10.06 9.71 9.40 9.40 9.16 9.28 9.42 6.02 6.47 . 43 6.46 6 . 24 6.04 5.82 5.63 5.63 5.49 5.56 . 64 3.71 4.22 4.15 4.20 3.94 3 . 73 .42 . 20 3.20 3.20 3.22 3.23 3.78 4.62 4.54 4.61 4.21 3.82 3.39 2.84 2.84 2.26 2.63 Page 17 of 27 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper * Upper • * Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 5755 5727 5727 5727 5727 5727 5727 5727 5727 5727 5727 5727 5727 5719 5719 5719 5719 5719 5719 5719 5719 5719 5719 5719 5719 5699 5699 5699 5699 5699 5699 5699 5699 5699 5699 5699 5699 5670 5670 5670 5670 5670 5670 5670 5670 5670 5670 5670 5670 5641.5 5641.5 5641.5 5641.5 5641.5 5641.5 5641.5 5641. 5 5641.5 5641. 5 5641. 5 * Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb * Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug 17.00 16.86 16. 96 16.96 16 . 96 16 . 91 16. 87 16. 82 16. 78 16 . 78 16 . 75 16 , 77 16 . 78 16 . 83 16 . 93 16. 92 16 . 93 16 . 88 16 . 84 16. 78 16. 72 16. 72 16.67 16 . 71 16 . 73 16 . 78 16 . 86 16 . 86 16 . 86 16 . 82 16. 79 16 . 74 16 . 69 16 . 69 16 . 64 16 . 67 16 . 70 16. 4 7 16 . 57 16 . 56 16 . 56 16 . 52 16.47 16.43 16.38 16.38 16.35 16.37 16.39 16.46 16.55 16.54 16.54 16.50 16.46 16.42 16.38 16.38 16.35 16. 37 Geometry File: Existing_Pipes, Current_Monthly Flows 16. 9 9 16.84 16.95 16. 94 16. 94 16.89 16. 85 16.78 16. 75 16.75 16.73 16.74 16. 75 16. 83 16. 93 16. 92 16. 92 16 .88 16 .83 16. 78 16.72 16. 72 16.67 16. 71 16. 73 16. 77 16 .85 16.84 16. 85 16. 81 16.78 16.73 16. 6 9 16.69 16.63 16.67 16. 6 9 16. 4 5 16. 55 16. 54 16.55 16.50 16.46 16.42 16.38 16. 38 16.35 16.36 16.38 16.45 16. 54 16. 54 16. 54 16. 50 16.46 16.42 16. 38 16. 38 16.35 16.37 0.00 0.02 0.02 0.02 0.02 0.02 0.02 0.04 0.03 0.03 0.01 0.03 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 .00 0.00 0.00 0.00 0.00 0.20 0.02 0.03 0.03 0.03 0.03 0.02 * 0.02 0.02 0.02 0.01 0.02 0.02 0.05 0.07 0.07 0.07 0.06 0.05 0.04 0.04 0.04 0.03 0.03 0.04 0.32 0.30 0.30 0.30 0.31 0.32 0.32 0.32 0.32 0.28 0.31 0.30 0.01 0.02 0.02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.01 0.01 . 01 . 00 . 01 0.01 . 00 . 00 . 00 . 00 -* 0 . 00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.00 0.00 . 00 0.00 0.00 0.00 0.19 0 .4.9 0.99 0.95 0.98 0. 72 0.51 0.32. 0.18 0.18 0.09 0.14 0.19 0 .49 0.99 0.95 0.98 . 72 0.51 .32 . 18 . 18 0.09 .14 .19 .49 . 99 * 0. 95 * 0.98 . 72 .51 0.32 .18 0.18 . 09 0.14 0.19 .49 0.99 0.95 0. 98 . 72 .51 .32 . 18 0.18 0.09 .14 0.19 0. 49 0.99 0.95 0.98 0.72 0.51 0.32 0.18 0. 18 0.09 0.14 • • • 2.89 3.96 5.76 5.65 5.74 4.B9 4. 05 2.90 2.31 2.31 .94 2.02 2.36 4. 89 5.19 5.17 5.19 5.04 4.90 4.73 4.54 4.54 4.10 4.47 4.57 4.52 4.70 4.70 4.71 4.61 4.53 3.99 3.20 3.20 2.23 2.86 3.33 3 .96 5.33 5.24 5.31 4.64 4.02 3.42 2.85 2.85 2.45 2.68 2.89 .84 7 .14 7.12 7 .13 6.99 6.86 6. 72 6.59 6.59 6.50 6.55 Page 18 of 27 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper * Upper Upper * Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 5641.5 5618.5 5618.5 5618.5 5618.5 5618.5 5618.5 5618.5 5618.5 5618.5 5618.5 5618.5 5618. 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 * 5581 * 5581 5581 5581 5581 5581 5581 5581 5581 5581 5581 5581 5566.5 5566.5 5566.5 5566.5 5566.5 5566.5 5566.5 5566.5 5566.5 5566.5 5566.5 5566.5 5550.5 5550.5 5550. 5 5550. 5 5550.5 5550.5 5550.5 5550.5 5550.5 5550.5 5550.5 Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug * Sep Oct * Nov Dec * Jan * Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug • • • 16. 38 16. 44 16. 52 16. 52 16. 52 16.48 16.45 16.41 16 .38 16. 38 16 .35 16. 36 16. 38 15.84 15. 93 15. 93 15.93 15. 89 15.85 15.80 15.75 15.75 15. 71 15. 74 15.76 15.74 15.82 15.82 15.82 15. 78 15.74 15.70 15.65 15.65 15.61 15.63 15.66 15.67 15.75 15. 74 15.75 15.71 15.68 15.64 15.60 15. 60 15.55 15.58 15. 60 15.56 15.67 15. 67 15. 67 15. 61 15.56 15. 52 * 15.48 15.48 15.44 15.46 Geometry File: Existing_Pipes, Current_Monthly Flows 16 . 38 16.41 16.45 16.45 16.45 16 .43 16.40 16. 37 16.35 16.35 16. 34 16.34 16.35 15.84 15. 92 15. 91 15. 92 15.88 15.84 15. 79 15.75 15.75 15. 71 15.73 15.75 15.73 15.81 15.80 15.81 15.77 15.73 15.69 15.65 15.65 15.60 15. 63 15.65 15.66 15.73 15.73 15.73 15.70 15. 6 7 15.63 15.59 15. 59 15. 54 15. 58 15.60 15.52 15. 65 15.64 15 .65 * 15.59 * 15.52 * 15 .47 15.44 15.44 15.42 15. 43 0.00 0.04 0.07 0.07 0.07 0.06 0.05 0.04 0.03 o . 03 . 01 .02 .03 0.01 0.01 0.01 0.01 0.01 0.01 . 01 0.01 0.01 0.00 0.00 0.01 0.01 0.02 0.01 0.02 0.01 . 01 .01 0.00 . 00 0.00 0.00 0.00 0.01 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.00 0.00 o . oo . 00 .04 . 02 0.02 0.02 0.03 0.04 0.05 0.03 0.03 0.02 0.03 0.00 0.38 0.37 0.37 0.37 0.39 0.41 0.53 0.59 0.59 0.56 .62 . 58 .10 .11 0.11 0.11 0.10 0.10 .10 0.10 0.10 0 .11 0.10 0.10 0.06 0.08 0.08 0.08 0.07 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.11 0.08 0.08 .08 0.09 0.10 0.11 0 .11 0 .11 0 .11 0 .11 0 .11 0.04 0.03 0.04 . 03 .04 . 04 .04 . 03 . 03 .02 . 03 .00 . 01 0.02 0.02 . 02 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 . 00 . 00 . 00 0.00 .00 .00 .00 . 00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.19 0.49 0.99 0.95 0.98 . 72 . 51 .32 .18 .18 . 09 0.14 0.19 0.49 0.99 0.95 0.98 0. 72 0.51 0.32 0.18 0. 18 0.09 0.14 0.19 0.49 0.99 0.95 0. 98 0.72 0.51 0.32 0.18 0.18 0.09 0.14 0.19 . 4 9 0.99 . 95 0.98 0.72 0 . .':il 0.32 0.18 0.18 0.09 0.14 0.19 0.49 0.99 0 . 95 0.98 0.72 0.51 0.32 0 .18 0.18 0.09 0 .1.4 6.60 3.21 3.51 3.49 3.51 3.33 3.18 2.97 2.84 2.84 2.52 2.63 2.87 4.88 5.26 5.25 5.26 5.21 4 .92 4.47 4.08 4.08 3.01 3.64 4.12 3.80 4.09 4.07 4. 08 3. 94 .81 .67 3.50 3.50 2.99 3.30 3.53 4.46 4.71 4.69 4.70 4.58 4.48 4.36 3 . 75 . 75 2.57 3.33 3.85 2.87 4.45 4.42 4 .45 3. 78 2.97 2.23 1. 84 1. 84 1. 51 1.62 Page 19 of 27 Upper Upper Upper Upper Upper "' Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper "' Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 5550.5 5537 5537 5537 5537 5537 5537 5537 5537 5537 5537 5537 5537 5507 5507 5507 5507 5507 5507 5507 5507 5507 5507 5507 5507 54 90 54 90 54 90 54 90 5490 54 90 5490 5490 5490 "' 5490 5490 "' 5490 • 5458 5458 5458 5458 5458 5458 5458 5458 5458 5458 5458 5458 5387 5387 5387 5387 5387 5387 5387 5387 5387 5387 5387 Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct "' Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan "' Feb Mar Apr May "' Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep "' Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug 15.48 15.50 15.63 15.63 15. 6 3 15.57 15. 51 "' 15. 44 "' 15. 38 15. 38 15. 32 15.36 15.39 15.42 15.55 15.54 15.55 15.49 15.43 15.36 15.30 15.30 15.26 15. 29 15. 31 15.40 15. 54 15.53 15.53 15.47 15. 41 15.34 15.27 15. 27 15.21 15. 25 15. 28 15.40 15.53 15.52 15.53 15.47 15.41 15. 34 15.27 15. 27 15.21 15.25 15.28 15.15 15.25 15 .2'1 15.25 15.20 15.16 15 .11 15. 06 15.06 15.01 15. 04 Geometry File: Existing_Pipes, Current_Monthly Flows 15.44 15.50 15.62 15.62 15.62 15.56 15. 50 15. 44 15. 38 15.38 15.32 15.36 15.39 15. 38 15.51 15. 51 15.51 15 .46 15.40 15.32 15.27 15.27 15.24 15 .26 15.27 15 .40 15.53 15.53 15.53 15 .47 15. 41 15.34 15 .27 15. 27 15.21 15. 25 15.28 15. 39 15.52 15.51 15.52 15.46 15.40 15. 34 "' 15 .27 15 .27 * 15 .21 "' 15.24 15. 28 15 .10 15.17 15.16 15 .17 15.U 15 .10 15. 06 15.01 15. o 1 14.98 15. o 1 0.03 0.01 0.01 0.01 0.01 0.01 0.01 0.00 .00 .00 .00 0. 00 0.00 0.03 0.04 0.04 0.04 0.03 0.03 0.03 0.04 0.04 0.03 0.03 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 01 0.01 . 01 . 01 . 01 . 01 . 00 . 00 . 00 . 00 . 00 0.00 0.06 0.08 0.08 0.08 0.07 0.06 0.05 0.04 0.04 0.03 0.03 . 03 0.08 0.08 . 08 0.08 0.08 0.08 0.08 0.07 0.07 0.05 0.06 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.24 0.26 0.26 0.26 0.25 0.24 0.23 0.21 0.21 0.19 0.20 0.21 .03 .03 0.02 0.02 .02 . 02 0.01 0.01 0.01 0.01 0.01 0.01 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 0.01 0.01 . 01 0.01 0.01 0.01 0.01 0.01 . 01 . 01 . 01 . 01 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.19 0.49 0.99 0.95 0.98 0. 72 0.51 0.32 0.18 0.18 0.09 0.14 0.19 0.49 0.99 0.95 0.98 0.72 0.51 0.32 0. 18 0. 18 0.09 0.14 0. 1 9 0. 49 0. 99 0.95 0.98 . 72 0.51 0.32 0.18 0.18 0.09 0.14 0.19 0.49 0.99 0.95 0.98 0.72 0.51 0.32 0.18 0.18 0.09 0.14 0.19 0.49 0.99 0.95 0.98 . 72 . 51 . 32 .18 .18 . 09 .14 • 1. 88 3.30 4.19 4.13 4.17 3.74 .34 2.89 2.50 2.50 2.08 2.33 2.54 2.14 2.63 2.60 2.62 2.41 2.18 1. 90 1. 69 1. 69 * 1. 58 1. 65 1. 70 5.27 5.39 5.38 5.38 5.33 S.28 5.22 5.16 5.16 5.10 5.13 5.16 3.40 4.20 4.15 4.19 3.84 3.46 3.03 2.62 2.62 2.23 2.44 2.66 2.13 2.71 2.69 2. 71 2.41 2.16 1. 81 1.43 1. 43 1.13 .42 Page 20 of 27 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper * Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 5387 5313 5313 5313 5313 5313 5313 5313 5313 5313 5313 5313 5313 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 3676 3676 3676 3676 3676 3676 3676 3676 3676 3676 3676 3676 3600 3423.989 3423.989 3423.989 3423.989 3423.989 3423.989 3423.989 3423.989 3423.989 3423.989 3423.989 3423.989 Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov * Dec * Jan Feb Mar Apr May Jun Jul Aug * Sep • Oct Nov Dec Jan Feb Mar Apr * May * Jun * Jul * Aug * Sep 15.06 14.84 15. 06 15 .11 15. 11 15.04 14. 94 14. 83 14.73 14. 72 14. 67 * 14.69 14.72 14.82 15.04 15. 09 15. 10 15.02 14. 93 14.82 14.72 14.71 14.67 14.68 14.71 14.80 15. 02 * 15.07 15. 07 15.00 14. 90 14.80 14.71 14.70 14.66 14.68 14.70 * culvert 13. 08 13.37 13 .43 * 13.44 13.35 13.23 * 13. 08 * 12. 93 * 12. 91 * 12.84 12.87 12.91 * Geometry File: Existing_Pipes, Current_Monthly Flows 15.02 14. 84 15.06 15 .11 15 .11 15.04 14. 94 * 14.82 14.73 14. 72 * 14.67 14.69 14.72 14. 82 * 15.04 15.09 15.10 * 15. 02 14. 93 14.82 14.72 14. 71 14 .67 14.68 * 14,71 * 14.73 * 14. 93 * 14. 98 14. 98 14. 91 14 .80 14. 72 * 14. 66 14.65 14.62 14 .65 14 .65 * 13.07 * 13. 35 13.40 13 .41 13 .33 13 .21 13 .06 12. 92 12.90 12.84 12. 86 12. 91 * .04 0.00 . 00 . 00 0.00 o . oo . 00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 . 00 . 00 . 00 . 00 .08 .09 .09 .09 .09 .10 .08 .06 0.05 0.05 0.03 0 . 05 0.01 . 03 . 03 . 03 . 03 .02 . 01 . 01 . 00 . 00 0.00 0.00 0.01 0.02 0.02 0.02 ,02 . 01 . 01 . 01 . 00 . 01 . 00 . 00 . 01 . 01 . 02 . 01 . 01 . 01 . 01 . 01 0.00 0.00 0.00 . 00 0.00 . 00 .00 . 00 . 00 . 00 .00 . 00 .00 . 00 0.00 . 00 0 . 00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 • • • • • 0.19 0.49 0.99 0.95 0.98 0.72 0.51 0.32 .18 .18 .09 .14 0.19 .49 . " . 95 0.98 . 72 . 51 0.32 0.18 0.18 .09 .14 .19 .64 4.12 4. 72 4.81 3.92 2.78 .61 0.79 0.70 0 . 43 . 53 . 73 1. 64 4 . 12 4. 72 4.81 3 . 92 2.78 . 61 . 79 . 70 . 43 . 53 . 73 .47 4.43 4 . 95 5.05 5.07 4.89 4.65 4.40 4.17 4 .14 4.04 4.07 4.15 5.52 5. 92 5.99 6.00 5.90 5.75 5.50 5.08 5.03 4.86 4. 92 5.05 4.64 5.04 5.14 5.15 5.01 4.79 4.64 4.50 4.49 4.12 4.48 4.50 4.13 4.20 4.22 4.22 4.20 4.17 4 .13 4.09 4.08 4.07 4.07 4. 09 Page 21 of 27 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper * Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 3393.683 3393.683 3393.683 3393.683 3393.683 3393.683 3393.663 3393.683 3393.683 3393.683 3393.683 3393.683 3300 3060 3060 3060 3060 3060 3060 3060 3060 3060 3060 3060 3060 3056 3056 3056 3056 3056 3056 3056 3056 3056 3056 3056 3056 3000 2755 2755 2755 2755 2755 2755 2755 2755 2755 2755 2755 2755 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec ,Tan Feb Mar Apr May Jun Jul Aug * Sep Oct * Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 13. 08 13. 37 13.42 13. 43 13 .35 13. 23 13.07 12.93 12.91 12. 84 12.87 12.91 Culvert 12 .12 12. 41 12.47 12 . 48 12.39 12. 27 12 .12 11. 97 11. 95 11. 88 11. 91 11. 96 12 .12 12. 41 12.47 12.48 12.39 12.27 12.12 11. 97 11. 95 11.88 11. 91 11. 96 Culvert 11. 69 11. 99 12 . 05 12 . 05 11. 97 11. 84 11. 68 11. 53 l1. 51 11. 43 11. 46 11. 52 Geometry File: Existing_Pipes, Current_Monthly Flows 13. 07 13.35 13.40 13 .41 13. 33 13 .22 13. 07 12. 92 12. 90 12.84 12. 86 12. 91 12.12 12.40 12.45 12 .46 12.38 12. 26 * 12.11 11. 97 11.95 11. 88 11. 91 11. 95 12.12 12.40 12.45 12.46 12.38 12.26 12.11 11.97 11. 95 11. 88 11. 91 11. 95 11. 68 11. 98 12.03 12.03 11. 95 11. 83 11. 68 11. 52 11. 50 11.43 11.46 11.51 . 01 0.02 0.02 . 02 0.02 . 01 . 01 0.00 . 00 . 00 . 00 . 00 . 01 . 02 .02 0.02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.02 0.02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .00 0.00 0.00 0.00 0.00 0.00 .00 .00 .00 .00 0.00 0.00 0.00 0.00 .00 .00 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .64 4.12 4,72 4.81 3. 92 2.78 . 61 . 79 . 70 .43 0.53 . 73 1.64 4.12 4.72 4.81 3.92 2.78 .61 0.79 0.70 0.43 0.53 0.73 1.64 4.12 4,72 4.81 3.92 2.78 1.61 0.79 0.70 0.43 0.53 0.73 . " 4.12 4.72 4.81 3. 92 2.78 1.61 0.79 0.70 0.43 0.53 0.73 • • • • 5.11 5.17 5.18 5.18 5.16 5.14 5.11 5.07 5.07 5.05 5.06 5.07 5.05 5.08 5.09 5.09 5.08 5.07 5.05 5.04 5.03 5.03 5.03 5.04 5.05 5.08 5.09 5.09 5.08 5.07 5.05 5.04 5.03 5.03 5.03 5.04 5.05 5.08 5.09 5.09 5.08 5.07 5.05 5.04 5.04 5.03 5.03 5.04 Page 22 of 27 Upper Upper Upper Upper Upper Upper Upper • Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper • Upper Upper • Upper Upper Upper Upper Upper Upper Upper Upper 2751 2751 2751 2751 2751 2751 2751 2751 2751 2751 2751 2751 2700 2543 2543 2543 2543 2543 2543 2543 2543 2543 2543 2543 2543 2539 2539 2539 2539 2539 2539 2539 2539 2539 2539 2539 2539 2500 2203 2203 2203 2203 2203 2203 2203 2203 2203 2203 2203 2203 • Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep • • 11. 69 11. 99 12. 05 12. 05 11. 97 11.84 11. 68 11. 53 11. 51 11.43 * 11.46 * 11.52 Culvert 11. 33 11. 63 11. 68 11. 69 11. 60 11.48 11.32 11.17 11.15 11. 07 11.10 11.16 11. 33 11. 63 11. 68 11. 69 11. 60 11.48 11.32 11.17 11.15 11. 07 11.10 11.16 Culvert 10.82 11.12 11. 1 7 11. 18 11.09 10. 97 10.81 10.66 10.64 10.56 10.59 10.64 Geometry File: Existing_Pipes, Current_Monthly Flows 11.68 11. 97 12.02 12.03 11. 95 * 11. 83 11. 68 11.52 11. SD 11.43 11. 46 11. 51 11.32 11. 61 11.66 11.67 11. 59 11.47 11. 31 11.16 11.14 11. 07 11.10 11.15 11. 32 11. 61 11. 66 11. 67 11. 59 11.46 11.:n 11.16 11.14 11. 07 11.10 11.15 10.81 11. 10 11.15 11.16 11. 08 10. 96 10.80 10.65 10.63 10.56 10. 59 10. 64 . 01 .02 0.02 0.02 0.02 0.01 0.01 0.00 0.00 0.00 . 00 0.00 0.01 0.02 0.02 0.02 0.02 0.01 0.01 0.00 0.00 .00 .00 0.00 0.01 0.02 0.02 0.02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.02 0.02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 . 00 . 00 . 00 0.00 . 00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 * 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0. 00 * 1. 81 4.48 5.09 5.19 4.23 3.01 1. 76 0.86 0.77 0 .46 0.58 0.80 1. Bl 4.48 5.09 5.19 4.23 3.01 1.76 * 0.86 0.77 0.46 0.58 * 0.80 . 81 4.48 5. 09 5.19 4.23 3.01 . ?6 0.86 0.77 0.46 0.58 0.80 .81 4.48 5.09 5.19 4.23 3.01 . 76 0.86 0. 77 0.46 0.58 0.80 • 5.05 5.08 5.09 5.09 5.08 5.07 5.05 5.04 5.03 5.03 5.03 5.04 5.05 5.08 5.08 5.09 5.08 5.07 5.05 5.04 5.03 5.03 5.03 5.03 5.05 5.08 5.08 5.09 5.08 ':i. 07 5.05 5.04 5.03 5.03 5.03 5.03 5.05 5.08 5.08 5.08 5.07 5.06 5.05 5.03 5.03 5.03 5. 03 5.03 Page 23 of 27 * Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 2199 2199 2199 2199 2199 2199 2199 2199 2199 2199 2199 2199 2100 2030 2030 2030 2030 2030 2030 2030 2030 2030 2030 2030 2030 2026 2026 2026 2026 2026 2026 2026 2026 2026 2026 2026 2026 2000 1497 1497 1497 1497 1497 1497 1497 1497 * 1497 1497 1497 1497 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec ,Tan Seb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 10.82 11.12 11.17 11.18 11. 09 10. 97 10.81 10.66 10.64 10. 56 10. 59 10.64 Culvert 10.47 10. 77 10. 82 10.83 10. 74 10.62 10.46 10. 31 10.29 10.21 10.24 10.30 10.47 10.77 10.82 10.83 10. 74 10.62 10. 46 10.31 10. 29 10. 21 10.24 10.30 Culvert 9.67 9.97 10 . 02 10 . 03 9.94 9.82 9.66 9.51 9.49 9.41 9.44 9.50 Geometry File: Existing_Pipes, Current_Monthly Flows 10. 81 11.10 11 .15 11.16 11. 08 10. 95 10.80 10.65 10.63 10. 56 10.59 10.64 10.46 10. 75 10.80 10.81 10. 73 10. 61 10.46 10.30 10.28 10 .21 10.24 10. 2 9 10 .46 10.75 10 .BO 10 .81 10. 73 10. 60 10.46 10 .30 10. 2 8 10. 21 10.24 10 .29 9.66 9.95 10. 00 10. 01 9. 93 9.81 9.65 9.50 9 .48 9.41 9.44 9.49 .01 0.02 0.02 .02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.02 0.02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.02 0.02 0.02 0.01 0. 01 0.00 0. 00 * 0.00 0.00 0.00 0.01 0.02 0.02 0.02 0.02 0.01 0.01 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 a.co 0.00 1. 81 4.48 5.09 5.19 4.23 . 01 . 7' 0.86 0.77 0.46 0.58 0.80 .81 4.48 5.09 5.19 4.23 3.01 1. 76 0.86 0.77 0 .46 0. 58 * . 80 1. 81 4 .48 5.09 5.19 4.23 3.01 1. 76 .8S 0.77 0.46 0.58 0.80 1. 81 4.48 5.09 5.19 4.23 3.01 1.76 0.86 * 0.77 * 0 .46 0.58 0.80 • 5.05 5.08 5.08 5.08 5.07 5.06 5.05 5.03 5.03 5.02 5.03 5.03 5.05 5.07 5.08 5.08 5.07 5.06 5.05 5.03 5.03 5.02 5.03 5.03 5.05 5.07 5.08 5.08 5.07 5.06 5.05 5.03 5.03 5.02 5.03 5.03 5.04 5.07 5.07 5.07 5.07 5.06 5.04 5.03 5.03 5.02 5.03 5.03 Page 24 of 27 Upper * 1493 * Oct . 9. 67 * 9. 66 * 0. 01 "" . . . 1.81 * • 5. 04 * Upper * 1493 * Nov . 9. 97 * 9. 95 * 0. 02 . . . 4. 48 * • 5.07 Upper * 1493 * Dec . 10. 02 * 10. 00 * 0.02 . . . 5. 0 9 "" • 5. 07 * Upper * 1493 * Jan . 10. 03 * 10.01 * 0. 02 "" . . . 5. 19 * • 5.07 Upper . 1493 * Feb . 9. 94 * 9. 93 * 0. 02 * . . 4. 23 * . 5.07 Upper * 14 93 * Mar . 9. 82 * 9. 80 * 0. 01 * . . . 3.01 * . 5.06 Upper * 14 93 * Apr . 9. 66 * 9. 65 * 0. 01 * . . 1. 76 * . 5. 04 Upper . 1493 * May • 9. 51 * 9. 50 * 0. 00 * . . 0. 86 * . 5.03 Upper . 1493 * Jun • 9.49 * 9. 48 * 0. 00 * . . 0.77 * . 5.03 * Upper • 1493 * Jul • 9 .41 * 9. 41 * 0. 00 * . . 0. 46 * . 5.02 Upper • 1493 * Aug • 9 .44 * 9. 44 * 0. 00 * . . 0.58 * . 5.03 Upper • 1493 * Sep • 9.50 * 9. 49 * 0. 00 * . . 0. 80 * • 5. 03 * • • • Upper . 1400 • • Culvert • • • • . . . . . . . • Upper • 1001 * Oct • 9.01 * 9. 00 * 0. 01 * 0.00 0. 00 * . 1. 81 * • 5. 04 * Upper • 1001 * Nov • 9.31 * 9. 29 * 0. 02 * 0.00 0. 00 * . 4, 48 * . 5.06 Upper • 1001 * Dec . 9. 36 * 9.34 * 0. 02 * 0. 00 * 0.00 * . 5. 09 * . 5.07 Upper • 1001 * Jan . 9. 3 7 * 9. 35 * 0. 02 .. 0. 00 * 0. 00 * . 5.19 * . 5. 07 * Upper . 1001 * Feb . 9. 2 9 * 'L27 * 0. 02 * 0. 00 * 0 . 00 * • 4. 23 * • 5.06 Upper • 1001 * Mar . 9. 16 * 9.15 * 0. 01 * 0. 00 * 0. 00 * . 3. 01 * • 5. 05 Upper • 1001 * Apr . 9. 00 * 9.00 * 0. 01 * 0. 00 * 0. 00 * . 1. 76 * . 5. 04 * Upper • 1001 * May . 8. 85 * 8. 84 * 0. 00 * 0. 00 * 0. 00 * . 0. 86 * . 5.03 Upper • 1001 * Jun . 8. 83 ... 8.82 * 0. 00 * 0. 00 * 0 . 00 * . 0. 77 * . 5.03 Upper * 1001 * Jul • 8. 75 ... 8. 75 * 0. 00 * 0. 00 * 0. 00 "" . 0.46 . . 5.02 Upper • 1001 * Aug • 8. 78 ... 8. 78 ... Q. 00 * 0. 00 * 0 . 00 * . 0. 58 * . 5.02 Upper * 1001 * Sep • 8. 84 ... 8.83 * 0. 00 * 0. 00 "" 0 . 00 * 0. 80 * . 5.03 . . • . • Upper . 997 * Oct • 9. 01 ... 9. 00 * 0. 01 * . . . 1 . 81 * . 5. 04 Upper • 997 * Nov • 9. 31 ... 9.29 * D. 02 * . . 4. 48 * . 5.06 Upper • 997 * Dec • 9. 36 ... 9. 34 * D. 02 * . . 5. 09 * . 5.07 Upper • 997 * Jan . 9. 3 7 * 9. 35 * 0.02 * . . . 5 .19 * • 5.07 Upper • 997 * Feb . 9. 29 * 9 .27 * 0 . 02 * . . . 4. 23 * • 5.06 Upper . 997 * Mar . 9-.Ui '* 9.15 0.01 * . . . 3 . 01 * • 5.05 Upper * 997 * Apr . 9. 00 '* 9.00 * 0.01 . . . . 1, 76 * . 5.04 Upper * 997 * May . 8. 85 '* 8. 84 * 0.00 * . . . 0 . 86 * . 5.03 Upper * 997 * Jun . 8. 83 '* 8. 82 * 0.00 * . . 0 , 77 * . 5.03 Upper * 997 * Jul . 8. 75 '* 8.75 * 0.00 * . . . 0 . 46 * . 5.02 Upper * 997 * Aug . 8. 78 '* 8.78 * 0.00 * . . . 0 . 58 * . 5 . 02 Upper * 997 * Sep . 8. 84 '* 8. 83 * 0.00 * . . . 0. 80 * . 5. 03 . . . Upper * 900 . • Culvert • . • . . . . Upper * 490 * Oct • 8. 25 '* 8.24 * 0.01 * 0.00 * 0.00 * 1 . 81 * . 5.04 Upper * 490 * Nov . 8. 54 * 8.52 . 0.02 * 0.00 • 0.00 * . 4 . 48 * . 5.06 Upper * 490 • Dec . 8.60 * 8.58 . 0.02 . 0.00 • 0. 00 * . 5. 09 * . 5.06 Upper * 490 * Jan . 8.61 * 8.58 * 0.02 . 0.00 * 0. 00 .. . 5 .19 * . 5.07 Upper .. 490 .. Feb . 8. 52 .. 8 .50 "" 0. 02 * 0.00 * 0.00 * . 4, 23 * . 5.06 Upper .. 490 .. Mar . 8. 40 * 8. 3 9 "" 0.01 . 0.00 * 0. 00 "" . 3 . 01 * . 5.05 Upper "" 490 .. Apr . 8. 24 * 8 .23 * 0.01 . 0.00 * 0. 00 .. . 1 . 76 * . 5.04 Upper .. 490 .. May . 8.09 * 8.08 . 0.00 . 0.00 * 0. 00 .. . 0 . 86 * . 5.03 Upper . 490 * Jun . 8. 07 * 8.06 . 0. 00 "" 0.00 * 0.00 .. . 0 . 77 * . 5.03 Upper * 490 * Jul . 7. 99 * 7. 99 *" 0. 00 "" 0.00 * 0. 00 .. . 0.46 * . 5.02 Upper * 490 * Aug . 8. 02 * 8.02 . 0.00 * 0.00 * 0. 00 .. . 0.58 . . 5.02 Upper .. 490 * Sep . 8. 07 * 8 .07 *" 0.00 . 0.00 * 0.00 . a.so* . 5.03 Geometry File: Existing_Pipes, Current_Monthly Flows Page 25 of 27 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 486 486 486 486 486 486 486 486 486 486 486 486 450 427.3552 427.3552 427.3552 427.3552 427.3552 427.3552 427.3552 427.3552 427.3552 427.3552 427.3552 427.3552 370.2063 370.2063 370.2063 370.2063 370.2063 370.2063 370.2063 370.2063 370.2063 370.2063 370.2063 370.2063 106. 7341 106.7341 106.7341 106.7341 106. 7341 106. 7341 106.7341 106.7341 106. 7341 106.7341 106. 7341 106.7341 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep • • • • . 25 8.54 8.60 8.60 8.52 8.40 ,24 8.09 8.07 7.99 8.02 . 07 Culvert 7.93 .17 .22 .23 .15 .05 7. 93 7.80 7.78 7.71 7.74 7.79 7. 90 8 .13 8.18 8 .19 * .11 .02 * 7.89 7.77 * 7.75 7.68 7.71 7.76 7.58 7.84 7.90 7.92 7.82 7.70 7.58 7.50 7.50 7.45 7.47 7.50 Geometry File: Existing_Pipes, Current_Monthly Flows 8.24 8.52 8.57 8.58 8 . so 8.38 8.23 8.08 8.06 7.99 8.02 . 07 7.93 .16 . 21 .22 , 14 . 05 7.92 7.79 7.78 7.71 7.74 7.78 7.90 8.12 8.17 8.17 8.10 8.01 7.89 7.76 7.75 7.68 7.71 7.75 7.57 7.82 7.88 7.90 7.80 7.68 7.56 7.50 7.49 7.45 7.47 7 .49 * 0.01 0.02 0.02 .02 0.02 .01 .01 .00 .00 0.00 .00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0. 01 * 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 .01 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.00 0.01 0.03 0.04 0.04 0.04 0.04 0.04 0.03 0.03 0.03 0.03 0.03 0.03 0.31 0.29 .27 0 .27 . 30 . 31 .32 .26 . 25 .24 0.24 0.25 0.07 0.03 0.02 0.02 0.03 0.04 0.07 0.09 0.09 0.07 0.08 0.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 * 0.00 0.00 0.00 0.00 0.00 • l. 81 4.48 5.09 5.19 4.23 3.01 l. 76 0.86 0.77 0.46 0.58 0.80 1. 81 4.48 5.09 5.19 4.23 3.01 1. 76 0.86 0.77 0 .46 0.58 0.80 1. 81 4.48 5.09 5.19 4.23 3.01 1. 76 0.86 0.77 0.46 0.58 0.80 .81 4.48 5.09 5.19 4.23 3.01 . 76 0.86 0.77 0.46 0.58 0.80 5.04 5.06 5.06 5.06 5.06 5.05 5.04 5.03 5.03 5.02 5.02 5.03 9.27 11.04 11 . 39 11. 44 10. 90 10 .16 9.21 8.23 8.10 7.60 7.82 .15 9.02 10. 71 11. 07 11.11 10.58 9.86 8.95 8.01 7.88 7.39 7.60 7. 92 7. 90 9.67 10. 12 10.22 .52 . 71 7.86 7.39 7.33 * 7.02 * 7.16 7.35 Page 26 of 27 Upper * 86.6344 * Oct • 7.51 * 7 .49 ... 0. 02 * • . . 1. 81 . . 9.22 Upper * 86.6344 * Nov . 7.81 7 .80 -o-0 . 01 * • . . 4. 48 ... . 11.14 Upper * 86.6344 * Dec . 7. 88 -o-7 .87 -o-0. 01 * • . . 5.09 . 11. 56 Upper * 86.6344 * Jan . 7. 8 9 -o-7. 88 * 0 . 01 * • . . 5. 19 ... . 11. 67 Upper * 86.6344 * Feb . 7.79 * 7. 78 -o-0. 01 * • . . 4.23 . . 10.99 Upper * 86.6344 • Mar . 7.66 7. 65 ... 0. 01 * • . . 3.01 . 10.20 Upper * 86.6344 -o-Apr • 7.50 * 7 .49 "* 0.02 * • . . 1. 76 . . 9.17 Upper * 86.6344 -o-May . 7. 40 * 7. 37 "* 0. 04 * • . . 0.86 . . 8.43 Upper -o-86.6344 * Jun . 7. 40 * 7. 37 "* 0. 03 * • . . 0.77 . . 8.41 Upper -o-86.6344 * Jul • 7. 37 * 7. 35 "* 0.02 * • . . 0 .46 ... 8.33 Upper * 86.6344 * Aug • 7. 38 * 7. 35 "* 0. 03 * . . . 0.58 . . 8.33 Upper -o-86.6344 * Sep . 7. 40 * 7. 37 "* 0. 03 * • . . 0. 80 ... . 8.42 . • . Upper • 50 • • Culvert . • Upper . 0.0000 * Oct • 6 . 99 * 6. 99 "* 0. 00 * . . . 1. 81 "* . 13. 56 Upper . 0.0000 * Nov • 7. 64 * 7 .64 .. 0. 00 * . . . 4.48 "* . 16.03 Upper • 0.0000 * Dec . 7. 79 * 7. 79 * 0. 00 .. . . . s. o 9 .. . 16. 60 Upper • 0.0000 * Jan . 7. 81 * 7. 81 * 0. 00 .. . . . 5.19 . 16. 68 Upper * 0.0000 . Feb . 7. 59 * 7.59 * 0.00 * . . . 4, 23 "* . 15. 84 Upper * 0.0000 * Mar . 7. 30 .. 7. 30 * 0. 00 * . . . 3. 01 "* . 14. 74 Upper * 0.0000 * Apr . 6. 95 • 6 . 95 * 0.00 * • . . 1. 76 "* . 13 .41 Upper * 0.0000 * May . 6. 66 * 6. 66 * 0.00 * • . . 0. 86 "* . 12.31 Upper * 0.0000 * Jun . 6. 63 ... 6. 63 * 0.00 * • . . 0.77 . 12. 19 Upper * 0.0000 * Jul . 6.50 . 6. 50 * 0.00 * • . . 0. 46 * . 11.70 Upper * 0.0000 * Aug . 6.54 * 6.54 * 0. 00 * • • . 0. 58 * . 11.85 Upper * 0.0000 * Sep . 6.64 * 6. 64 + 0. 00 "* . . . 0. 80 * . 12.23 ...... * ... ** .. *** ... ****** ... ************ ... ****** ... *******************•**** .. *"*"* .. **** ............ * ... "* .. ****"*****"***********++*"*"****** ... "*"*****"*"**************"**"*"*****"* ... Profile Output Table Geometry File: Existing__Pipes, Current_Monthly Flows Page 27 of 27 X X X X X X xxxxxxx X X X X X X HEC-RAS Version 4.1.0 Jan 2010 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California xxxxxx xxxx xxxx xx X X X X X X X X X X X X X xxxx X XXX xxxx xxxxxx X X X X X X X X X X X X X xxxxxx xxxx X X X X xxxx X X xxxx X X xxxxx ******************************************************************************** PROJECT DATA Project Title: RollingHillsFutureStorm_Flow Project File : RollingHillsFutFlow.prj Run Date and Time: 2/2/2015 3:07:22 PM Geometry File: Existing_Low Steady Flow File: Existing_Future Low Project in English units Project Description: Existing condition, Monthly Flows with Future Development in Springbrook Basin HDR modified Existing Conditions model based on WSPG analysis of 19th Street stormdrain. Agreement was facilitated with the HEC-RAS model by adjusting the entrance and exit coefficients. Proposed conditions were based on HNTB proposed grading east of the 167 and proposed fish ladder culvert design. Geometry File: Existlng_Low, Monthly Future_Flows Page 1 of 25 Profile Output Table -Standard Table 1 **************************************************************************************************************************************************************** * Reach * River Sta * Profile * Q Total * Min Ch El* W.S. Elev* Crit W.S. * E.G. Elev* E.G. Slope* vel chnl * Flow Area* Top Width* Froude # Chl * * * (cfs) * (ft) * (ft) * (ft) * {ft) * (ft/ft) * (ft/s) * (sq ft) * (ft) * **************************************************************************************************************************************************************** Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 7155 7155 7155 7155 7155 7155 7155 7155 7155 7155 7155 7155 7082 7082 7082 7082 7082 7082 7082 7082 7082 7082 7082 7082 7019 7019 7019 7019 7019 7019 7019 7019 7019 7019 7019 7019 6998 6998 6998 6998 6998 6998 6998 6998 6998 6998 6998 6998 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 0.54 1.09 1.07 1.03 0.79 0.56 0.34 0.18 0. 1 7 0.09 0 .14 0.23 0.54 1. 09 1. 07 1. 03 0.79 0.56 0.34 0.18 0.17 0.09 0.14 0.23 .54 1.09 1 . 07 1. 03 0,79 0.56 0,34 0.18 0.17 0.09 0.14 0.23 0.54 1. 09 1. 07 1. 03 0.79 0.56 0.34 0.18 0.17 0.09 0.14 0.23 Geometry File: Existing_Low, Monthly Future_Flows 20 .15 20.15 20.15 20.15 20.15 20.15 20.15 20.15 20.15 20.15 20.15 20.15 19.56 19.56 19.56 19. 56 19. 56 19.56 19.56 19.56 19.56 19.56 19.56 19.56 19. 67 19. 67 19. 67 19.67 19. 67 19. 67 19. 67 19. 67 19. 67 19. 67 19. 67 19.67 19. 52 19. 52 19.52 19.52 19.52 19.52 19.52 19.52 19.52 19.52 19.52 19.52 20.29 20.35 20.35 20.34 20.32 20 .29 20 .27 20.26 20.26 20.22 20.23 20.26 19. 97 20. 07 20. 07 20. 06 20.02 19. 97 19. 91 19.85 * 19. 85 19. 80 19.83 * 19. 87 19. 88 19. 96 19. 96 19. 96 * 19. 92 19.88 19.84 * 19. 79 19. 78 19. 75 19.77 19. 80 19.82 19.90 19. 90 19. 89 19. 86 19.82 19. 78 19. 73 19. 72 19. 67 19. 71 19. 75 20.29 20. 35 20. 35 20. 34 20. 32 20. 29 20. 27 20. 26 20. 26 20.22 20.23 20. 26 19. 68 19. 64 19. 64 19. 61 19. 63 19. 66 20. 33 20. 39 20. 39 20. 39 20. 36 20.33 20.30 20.27 20.27 20.24 20.26 20.28 19. 97 20.08 20.08 20.07 20.03 19. 98 19. 91 19. 85 19.85 19. BO 19. 83 19.87 19. B 9 19.98 19.97 19.97 19. 93 19. 89 19.84 19. 79 19. 79 19.75 19.78 19.81 19. 83 19.91 19.91 19.90 19. 87 19.83 19.78 19.73 19. 7 3 19. 67 19.71 19. 75 0.035120 0.021832 0.021703 0.021608 0.024628 0.036135 0. 040344 0.016595 . 014802 0.040342 0.057861 0.027094 0.000664 0.000921 0.000909 0.000889 0.000765 . 000675 . 000546 0.000436 0.000399 0.000269 0.000354 .000484 .003632 0.003385 0.003435 0.003487 0.003629 0.003643 0.003429 0.004179 0.004388 0. 006067 .004346 .003721 .002324 0.002548 0.002550 0.002563 . 002448 0.002343 0.002190 0.002085 0.002215 .002734 0. 002168 0.002174 .56 1. 68 1. 67 1. 64 1. 55 1. 59 1.47 0.90 0.85 .05 . 35 1.14 0.49 0.68 0.67 0. 66 0.58 0.50 0.39 0.30 0.29 0.21 0.26 . 33 0.76 0.87 0.87 0.87 0.83 0.77 0.68 0.60 0.60 0.54 0.56 0.63 0.68 .87 0.86 0.85 0.78 0.69 0.57 0.48 0.49 0.47 0.47 0.50 .35 0.65 0.64 0.63 0.51 . 35 0.23 0.20 0.20 0.09 0.10 0.20 1.11 . 61 . 60 . 57 . 37 1.13 0.86 0.60 0.60 0.43 0.54 0.69 0.71 .25 1. 23 1.19 0.95 0.73 o . 50 0.30 0.28 0. 1 7 0.25 0.37 0.80 .26 1. 24 1.21 1.02 0.82 0.59 0.38 . 35 0.19 0.30 0.46 5.00 5.81 5.81 5.79 5.69 5.04 4.09 3.81 . 81 2.47 2.73 3.81 4.54 5.10 5.09 5.06 4.84 4.57 4.24 3.82 3.80 .24 3.62 4.02 5.41 7.35 7. 35 7.24 6 . 41 5.50 4 .40 * 3. 67 .62 . 25 3.53 3.84 5.21 6.01 5.98 5.92 5.61 5.24 4.81 3.89 3.66 2.48 3.16 4.49 1. 05 0.89 0.89 0.88 0. 91 1. 06 1. 08 0.69 0.65 1. 00 1.22 0.88 0.17 0.21 0.21 0.21 0. 19 0.18 0 .15 0.13 0.13 0.10 0.12 0.14 0. 3 7 0.37 0.37 . 38 * 0.38 0.37 0.35 0.37 0.38 . 41 0.37 . 36 0.30 0.33 0.33 0.33 0.32 0.31 0.29 0.27 0.28 0.30 0. 27 0.28 Page 2 of 25 Upper Upper Upper Upper Upper Upper Upper * Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 6869.5 6869.5 6869.5 6869.5 6869.5 6869.5 6869.5 6869. 5 6869.5 6869.5 6869.5 6869.5 6843.5 6843.5 6843.5 6843.5 6843.5 6843.5 6843.5 6843.5 6843.5 6843.5 6843.5 6843.5 6831.S 6831.5 6831.5 6831.5 6831.5 6831.5 6831.5 6831.5 6831.5 6831.5 6831.5 6831.5 6 761. 5 6761..5 6 761. 5 6761.5 6761.5 6761.5 6761.5 6761.5 6761.5 6761. 5 6761.5 6761.5 6736 6736 6736 6736 6736 6736 6736 6736 6736 6736 6736 * 6 736 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun * Jul Aug Sep Oct Nov Dec Jan Feb Mac Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 0.54 1. 09 1. 07 1. 03 0.79 0.56 0.34 0. 18 0.17 0.09 0 .14 * 0.23 0.54 * 1. 09 * 1. 07 1.03 * 0.79 0.56 0.34 .18 .17 . 09 .14 .23 .54 . a, . 07 1.03 0. 79 0.56 0.34 0.18 0.17 0.09 0.14 . 23 .54 .0, . 07 . 03 0. 79 0.56 0.34 0.18 0.17 0.09 0.14 0.23 0.54 1. 09 ·°' . 03 0.79 0.56 0.34 0.18 0.17 . 09 0.14 . 23 Geometry File: ExistinLLow, Monthly Future_Flows 19. 20 19. 20 19.20 19. 20 19.20 19.20 19. 20 19.20 19.20 19. 20 19. 20 19. 20 19. 01 19. 01 19. 01 19. 01 19. 01 19. 01 19. 01 19. 01 19. 01 19. 01 19.01 19.01 18.89 18.89 18.89 18.89 18.89 18.89 18.89 18.89 18.89 18.89 18.89 18.89 18. 81 18.81 18.81 18.81 18.81 18.81 18.81 18.81 18.81 18.81 18.81 18.81 18.70 18.70 18.70 18. 70 18.70 18.70 18.70 18.70 18.70 18.70 18.70 18.70 19. 36 19 .44 19.44 19.43 19. 40 19.36 19. 32 * 19 .29 19 .29 19.28 19.28 19.30 19 .25 19.34 19.33 19. 33 19 .29 19.25 19 .20 19. 15 19. 14 19. 10 19 .13 19. 17 19.22 19.32 19.31 * 19. 31 19. 27 19. 23 19.17 19 .12 19 .11 19. 07 19. 10 19 .14 19. 09 19 .18 19 .18 19. 1 7 19 .13 19. 09 19.05 19.00 19.00 18 . 96 18 . 98 19.02 18 . 93 19. 01 19. 00 19. 00 18. 97 18.91 18.89 18. 84 18.84 18.82 18. 84 18.86 • • 18. 91 * 18. 98 18.98 18. 97 18. 95 18.92 18. 89 18.83 18.83 18.80 18.82 18.86 19.37 19.46 19.46 19.45 19. 41 19. 38 19. 33 19.30 19. 30 19. 28 19.29 19. 31 19. 2 5 19. 3 5 19. 35 19. 34 19. 30 19. 26 19. 21 19 .16 19. 15 19 .11 19 .14 19. 18 19.23 19.32 19.32 19.31 19.28 19.23 19. 18 19. 12 19. 11 19.07 19. 10 19. 15 19. 1 0 19. 19 19. 19 19. 18 19 .14 19.10 19.05 19.00 19. 00 18. 96 18.98 19. 02 18.97 19. 06 19. OS 19. OS 19. 01 18 . 97 18 . 92 18 . 87 18 . 87 18 . 83 18 . 86 18 . 89 0.006127 0.005218 0.005223 . 005231 0.005784 0.006101 0.006753 0.006059 0.005414 0.003310 0.005207 0.006600 0.003574 0.003107 0. 003115 0.003154 0.003244 0.003523 0.003903 0.005583 0.006644 0.018951 . 007582 0.004347 0.001573 0.001397 0.001400 0.001423 0 .001509 0.001555 .001589 . 001333 0.001541 .001283 0. 001280 .001538 .002287 . 002668 0. 002656 0.002730 0.002638 * 0.002474 0.002264 0. 002111 0.001891 0.002229 0.002265 0. 002060 0.017927 . 015272 0.015388 0.015676 0.016264 0.017969 0.020545 0.026508 0.027538 0.021121 0.019572 0.021126 . 94 .10 .10 1. 09 l. 04 0.95 . 83 0.64 .61 .41 0.56 . 72 . 78 .90 .89 .89 .83 0.78 .70 .65 0.68 0.78 0.67 0.65 O.S6 0.68 0.68 0.67 0.62 0.57 0.49 0.42 0.44 0.35 0.39 0.44 0. 72 0.93 0.93 0. 93 . 85 . 75 . 62 .49 . 46 . 40 0.46 0.53 . 51 . 79 . 79 . 78 . 65 . 53 .47 . 38 .38 . 06 1.15 1. 34 0.58 0.99 0. 98 0.95 0.76 .59 .41 .28 0.28 .22 0.25 0.32 0.70 1.22 l. 20 1.16 0.95 . 72 .49 0.28 o . 2s .12 0 . 21 0.36 0.96 1. 60 .58 . 53 l. 28 0.99 0.69 0.43 0.38 0.26 0.36 0.52 0.75 1.17 1.15 .11 0.93 0.75 0.55 0.37 0.37 0.22 0.30 0.44 0.36 0.61 0.60 0.58 0.48 0.37 0.23 0.13 0.12 0.08 0.12 0.17 4.73 5.58 5.56 5.51 5.13 4.77 4.34 4.01 4.01 3.86 3.94 4. 11 5.04 6.35 6.31 .22 5.71 5.10 4.41 3.66 3.56 2.98 3.40 3. 96 6.14 6. 92 6.92 . 91 6.85 6.21 5.45 3.86 3.52 2.87 3.39 4.75 4.39 5.09 5.07 5.00 4.71 4.38 4.00 3 . 61 . 61 . 07 . 47 3.76 .24 . 75 3 . 74 3.70 3.49 .26 2.45 .84 . 78 l. 48 . 77 2.10 • 0.47 0.46 0.46 0.46 0.47 0. 4. 7 0.48 .43 0.41 0.31 0.39 0.46 0. 3 '/ 0.36 0.36 0.36 0.36 o . 37 0.37 0.42 0.45 0.70 0.47 0.38 0.25 0.25 0.25 0.25 0.25 0.25 0.24 0.22 0.24 0.21 0.21 0.24 0.31 o . 34 0.34 0.35 0.34 0.32 0. 29 0.27 0.26 .27 . 28 . 27 0.80 0. 78 0.79 . 79 . 79 0.81 . 84 0.91 0.92 0. 78 0.78 0.83 Page 3 of 25 Upper Upper Upper Upper * Upper Upper Upper Upper Upper Upper Upper Upper * Upper Upper * Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper rJpper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 6722 6722 6722 * 6722 6722 6722 6722 6722 6722 6722 6722 6722 6600 5787 5787 5787 578'7 5787 578'7 578'7 578'7 578'7 5787 5787 5787 57'77 5777 57'77 57'7'7 5777 5777 5777 5777 5777 5777 5777 5777 5764 5764 5764 5764 5764 5764 5764 C,"764 5764 5764 5764 5764 5755 5755 5755 5755 5755 5755 5755 5755 5755 5755 5755 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr· May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug 0.54 1.09 1. 07 1. 03 0.79 0.56 0.34 0. 18 0.17 0.09 .14 0.23 Culvert .54 . 09 .07 1. 03 0.79 0.56 0.34 0.18 0 .17 0.09 0.14 0.23 0.54 . 09 . 07 1 . 03 0. 79 . 56 . 34 .18 .17 .09 .14 .23 .54 1.09 1. 07 . 03 . 79 . 56 0.34 0.18 0.17 0.09 0.14 0.23 0.54 1. 09 1. 07 1. 03 0.79 0.56 0.34 0.18 0.17 0.09 0.14 Geometry File: Existing_Low, Monthly Future_Flows 18. 23 18. 23 18 . 23 18. 23 18. 23 18. 23 18. 23 18. 23 18.23 18. 23 18. 23 18. 23 16.40 16.40 16. 40 16.40 16.40 16.40 16.40 16.40 16.40 16. 40 16.40 16. 40 16. 40 16. 40 16. 40 16. 40 16 .40 16.40 16.40 16.40 16.40 16.40 16.40 16.40 17.04 17.04 17.04 17.04 17.04 1 7. 04 1 7. 04 17.04 17.04 17.04 17.04 17. 04 16.71 16.71 16.71 16.71 16.71 16.71 16.71 16.71 16.71 16 . 71 16 . 71 18 . 57 l 8 . 67 18 . 67 18 . 66 18.62 18 . 57 18 . 51 18.46 18.45 18. 39 18. 42 18.47 17. 23 17. 31 17.31 17. 30 17.27 17.23 17.19 17.16 1 7 .16 17 .13 17 .14 1 7 .1 7 17.23 1 7. 31 1 7. 31 17. 30 * 17. 27 * 17.23 1 7. 19 1 7. 16 1 7. 16 17.13 * 1 7. 14 * 1 7. 1 7 1 7. 19 17. 25 17. 25 17.25 17.21 17.18 17.15 1 7. 12 1 7. 12 1 7. 12 17 .13 1 7 .14 • 1 7 .10 17 .20 * 17 .20 17.19 17.15 17 .11 17.05 16.99 16. 98 16. 92 16. 96 18.57 18.67 18.67 18.66 18.62 18 . 57 18 . 51 18. 46 18 . 45 18 . 39 18 . 42 18 . 4 7 1 7. 19 17. 21 1 7. 18 17 .15 1 7. 12 1 7. 12 1 7. 12 * 17.13 * 17.14 * 16.88 16.85 16.83 16. 80 16.82 • 18 . 65 18 . 78 18. 77 18. 77 18. 72 18.66 18.58 18. 50 18.50 18.44 18.48 18.53 17.23 17.31 1 7. 31 17.30 17.27 17.23 17.19 1 7 .16 17.16 17 .13 1 7 .14 17.17 17 .23 17.31 1 7. 31 1 7. 30 17. 27 17. 23 1 7. 19 1 7. 16 1 7. 16 17 .13 17 .14 17 .17 17.22 17. 30 17. 30 17.29 17.26 17 .23 17.19 17 .15 * 17 .15 17.13 17 .14 17.16 1 7. 11 17.21 17.21 17.20 17.16 17 .11 17.06 16.99 16. 98 16.92 16.97 • 0.028495 0.027083 0. 027140 0.027171 0.027092 0. 028327 0.031614 0.025799 0.025211 0.038962 0. 041102 0.031871 0.000033 0.000084 0.000082 0.000079 0.000056 0.000035 0.000017 0.000006 0.000005 0.000002 0.000004 0.000009 0.000041 . 000107 .000104 0.000099 . 000070 0.000043 0.000020 0.000007 0.000006 0.000002 0.000005 0. 000011 0.023053 0.016815 0.017200 0.018053 0. 027366 0.030037 0.040003 0. 057094 0. 071894 0.014244 0.029948 0.035407 0.003941 0.005397 .005328 0.005187 0.004698 .004098 0.003104 . 002397 .002424 0.002144 . 002220 2.27 2.61 2.60 2.58 2.43 2.29 2.15 1.70 1. 66 1. 57 1. 90 1. 96 0.18 0.30 0.29 0.28 0.24 0.18 0. 12 0.07 0.07 0.04 0.06 . 09 .19 .32 0.32 .31 .25 .19 0 .13 0. 07 0. 07 0.04 0.06 0.09 .54 . 75 1. 7 5 1.76 . 85 1.70 1. 57 1.39 1.47 0.69 1. 03 1.31 0.66 0.88 .87 . 85 . 77 . 67 . 53 .41 0.41 0.33 0.38 0.24 .42 0.41 .40 . 33 .24 .16 0.11 0.10 0.05 0.07 .12 3.97 4.83 4.BO 4.74 4.37 4.00 3.60 3. 2h 3.25 3.03 3.14 3.36 2.89 3.40 3.38 3.34 3.13 2.91 2.67 2.47 2.46 2.33 2.39 2.52 0.35 0.62 0.61 0.59 0.43 0. 33 0.22 0.13 0.12 0.13 0.14 0.18 .82 1.24 .23 .21 .03 .83 0.64 0. 44 0.42 0.27 0.37 1. 47 2.03 2.01 1. 98 . 76 1. 49 1.13 0.93 0. 91 0.66 . 77 0. 98 10 .11 11. 06 11.03 10. 96 10.55 10.14 9.75 9.40 9.40 9.16 9.28 9.51 .07 .55 .53 .so 6.30 6.09 5.85 5. 63 5.63 5.49 5.56 5.70 3.75 4.34 4.31 4.26 3.92 3.70 .43 3.20 3.12 3.20 3.22 3.32 3.87 4.73 4. 71 4.67 4.31 3 . 90 3.41 2.84 2.78 2.26 2.63 1. 00 1. 02 .02 .01 1. 00 0. 99 1.02 0.89 0.88 1. 03 1. 09 1. 00 0.04 0.07 0.07 0.07 0.06 0.04 0.03 0.02 0.02 0.01 0.01 0.02 0.05 0.08 0.08 0.08 0.06 0.05 0.03 0.02 . 02 . 01 0.02 . 02 . 89 .81 .82 .84 0.99 1. 01 .10 1. 22 1. 35 0.61 0.89 1. 00 0.25 0.30 0.30 0.30 0.28 0.26 0.22 0.18 0.19 0.17 0.18 Page 4 of 25 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper * Upper * Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 5755 5727 5727 5727 5727 5727 5727 5727 5727 5727 5727 5727 5727 5719 5719 5719 5719 5719 5719 5719 5719 5719 5719 5719 5719 5699 5699 5699 5699 5699 5699 5699 5699 5699 5699 5699 5699 5670 5670 5670 5670 5670 5670 5670 5670 5670 5670 5670 5670 5641. 5 5641.5 5641. 5 5641.5 5641.5 5641. 5 5641.5 5641.S 5641.5 5641.5 5641.5 Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr • May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun ,Jul Aug 0.23 0.54 l. 09 1. 07 1.03 0.79 0.56 0. 34. 0.18 0.17 0.09 0.11 0.23 0.54 l. 0 9 l. 07 l. 03 0.79 0.56 0. 34 0.18 0.17 0.09 0.14 0.?. 3 0. 54 l. 0 9 l. 07 l. 03 0.79 0.56 0.34 0.18 0.17 0.09 0.14 0.23 0. 54 1. 09 l. 07 . 03 0.79 0.56 0.34 0.18 0.17 0.09 0.14 0.23 0.54 1. 09 l. 07 1. 03 0.79 0.56 0. 34 0.18 0.17 0.09 0 .14 Geometry File: Existing_Low, Monthly Future_Flows 16. 71 16 . 64 16 . 64 16 . 64 16 . 64 16.64 16 .64 16. 64 16. 64 16 . 64 16 . 64 16. 64 16.64 16 . 41 16 . 41 16 . 41 lfi.41 16.41 16.41 16.41 16 . 41 16 . 41 16 . 41 16.41 16 . 41 16 . 51 16.51 16.51 16.51 16.51 16.51 16.51 16.51 16.51 16.51 16.51 16 . 51 16.17 16 .1 7 16.17 16 .17 16 .1 7 16.17 16 .1 7 16.17 16.17 16.17 16.17 16 . 1 7 15.73 15.73 15.73 15.73 15.73 15.73 15.73 15. 73 15.73 15. 73 15.73 17. 01 16.85 16. 96 16. 96 16. 95 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'/6 17.02 16. 87 16.98 16.98 16.97 16.93 16. 88 16. 82 16.78 16. 78 16.75 16.77 16.79 16. 84 16.95 16.95 16. 94 16.90 16. 85 16.79 16. 72 16. 72 16. 67 16. 71 16.75 16.79 16. 88 16. 87 16. 87 16. 83 16. 80 lf>.75 16. 6 9 16. 6 9 16. 64 16. 6"/ 16. 71 16. 48 16.58 16.58 16. 57 * 16.53 16. 48 16. 43 16. 38 16.38 16. 35 16. 3 7 16 .40 16. 47 16.56 16.56 16.55 16.51 16. 47 16. 42 16. 38 16. 38 16. 35 16. 3 7 0.002528 .027899 0.012881 . 013123 0.014310 0.018262 .026256 .073258 .094326 . 096061 0.062815 0.122331 .102819 0. 001160 0.001695 0.001676 0.001685 0. 001115 0. 001170 0.000911 0.000702 0.000671 0.000524 0.000607 0.000757 0.010143 0.010532 0.010532 0.010537 0.010092 0. 009604 0.010602 . 012276 0. 011703 0.022135 0. 013722 0.010985 0.012251 0.010081 0.010171 .010353 0. 011303 .012285 0.011747 0.009836 0.009440 .005556 . 008418 0.011199 0.000089 0. 000211 0.000207 0.000198 0.000144 .000093 0.000046 0.000018 0.000016 0.000006 0.000012 0.45 1.15 1. 05 1. OS 1. 07 1. 0 9 1.14 1.45 1.35 1.34 0.97 1.40 1.49 0 .41 0.59 0.59 0.58 0.50 0 .42 0.32 0.24 0.23 0.17 0.21 0.26 0. 82 1. 07 1. 07 1. 0 5 0. 94 0.82 0.72 0.64 0.62 0.67 0.63 0.66 0.90 1. 00 1. 00 0.99 0.96 0.91 0.79 0.63 0.61 0.43 0.56 0.70 0.17 0.28 0.27 0.27 0.22 0.17 0 .11 0.07 0.06 0. 04 0.05 . 51 0.47 . 04 . 02 . 9' 0.73 0.49 0.23 0.13 0 .13 0.09 0.10 0.15 1.31 1. 84 1. 83 1. 78 1. 5 7 1. 34 .05 0.76 0.74 0.53 0.68 0.87 0.66 1.02 1. 00 0 . 98 0.84 0.69 0.47 0.28 0.27 0 .13 0.22 0.35 0.60 1.09 • 1. 07 * 1.04 0.82 0.62 0.43 0. 29 0.28 0.21 0.25 . 33 3.27 3.93 3.91 3.86 3.59 3.30 2.98 2.68 * 2.67 2.49 2.60 3.07 4.19 5.94 5.92 5.85 5. 13 4.28 3.05 2. 31 2.26 1. 94 2.02 2 .49 4.92 5.25 5.24 5.21 5.08 4.94 4.75 4.54 4.53 4.10 4.47 4.62 4.54 4.74 4.73 4. 72 4.64 4.55 4.06 3.20 3.16 2.23 2.86 3.57 4.13 5.57 5.53 5.43 4.84 4.19 3.50 2.85 2.82 2.45 2.68 . 05 6.88 7.18 7.17 7.16 7.03 6.89 6.74 6.59 6.58 6.50 6.55 0.19 0.61 . 44 0.45 0.46 0. 51 0.59 0.92 1. 00 1. 00 0.79 1.11 1. 05 0. 2.4 0.18 0.17 0.17 0.16 0.14 .12 .10 0.10 . 08 . 09 0.11 0.38 0.41 0. 4:;_ 0. 4:_ 0.39 0.37 .3' 0.38 0.37 .48 . 40 . 37 .42 . 40 .10 0.40 0.41 0.42 . 40 0.35 0.34 .26 0.32 . 38 0.04 0. O'I 0.07 0.06 0.05 0.04 0.03 0.02 0.02 0. o:. 0.02 Page 5 of 25 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 5641.5 5618.5 5618.5 5618.5 5618.5 5618.5 5618. 5 5618.5 5618.5 5618.5 5618.5 5618.5 5618.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5581 5581 5581 5581 5581 5581 5581 5581 5581 5581 5581 5581 5566.5 5566.5 5566.5 5566.5 5566.5 5566.5 5566.5 5566.5 5566.5 5566.5 5566.5 5566.5 5550.5 5550.5 5550.5 5550.5 5550.5 5550.5 5550.5 5550.5 5550.5 5550.5 5550.5 Sep 0cc Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep occ Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Occ Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug • • • • 0.23 .54 1. 09 1. 07 1. 03 0.79 0.56 0.34 0.18 0.17 0. 09 * 0.14 0.23 Q.54 . 0 9 1. 07 1. 03 0.79 Q.56 0.34 0.18 0.17 0.09 0 .14 0.23 . 54 1.09 1. 07 1 . 03 . 79 0.56 0 . 34 0.18 .1' .09 .14 . 23 0.54 1. 09 ·" . 03 . 79 0.56 0.34 0.18 0.17 0.09 0.14 0.23 0.54 1. 09 1. 07 . 03 0.79 0.56 0.34 0.18 0.17 0.09 0 .14 Geometry File: Existing__Low, Monthly Future_Flows 15. 73 16.25 16.25 16.25 16.25 16. 25 16 .25 * 16 .25 * 16.25 * 16 .25 * 16 .25 16. 25 16. 25 15.59 15.59 15.59 15. 59 15.59 15. 59 15. 59 15. 59 * 15. 59 15. 59 15. 59 15. 59 • 15 .47 15 .47 15 .47 * 15 .47 15 .47 15 .47 15.47 15 .47 15.47 15 .47 15.47 15 .47 15.37 15.37 15.37 15.37 15. 37 15.37 15. 37 15.37 15. 37 15. 37 15. 37 15. 37 15.31 15. 31 15.31 15. 31 15.31 15. 31 15. 31 15. 31 15.31 15. 31 15. 31 16. 3 9 16. 40 16.46 16. 46 16.46 16.43 16.40 16. 37 16.35 16. 35 16.34 16.34 16.36 * . 15. 84 * 15. 94 * 15. 93 * 15. 93 * 15. 89 15.85 15. 80 * 15. 75 15.75 * 15.71 15.73 15.76 15. 74 * 15. 82 * 15.82 * 15. 81 15.78 15.74 15. 6 9 15. 65 15. 64 15. 60 15. 63 15. 67 15. 67 15.75 15.74 15.74 15. 71 15. 68 15. 64 15.59 15. 59 15.54 15.58 15.61 15.53 15. 67 15.66 15.66 15.60 15.54 15.47 15.44 15 .44 15.42 15.43 16 .40 16 . 46 16 .46 16. 46 16.43 16. 40 16.37 16. 35 16. 35 16.34 16. 33 16.36 15.56 15. 51 15.51 15 .49 15. 52 * 15. 47 15.44 15 .44 15.42 15.43 • 16.39 16 .45 16. 54 16. 53 16. 53 16. 4 9 16 .46 16.42 16. 38 16.37 16. 35 16. 36 16. 3 9 15. 85 15. 95 15. 94 15. 94 15. 90 15. 86 15. 80 15.75 15.75 15. 71 15.74 15.77 15.75 15. 84 15. 84 15. 83 15.79 15.75 15.70 15. 65 15. 65 15. 61 15. 63 15. 67 15.68 15. 76 15. 76 15. 76 15. 72 15. 69 15. 65 15. 60 15. 59 15.55 15. 58 15. 61 15.57 15.69 * 15. 69 15.68 15. 63 15.58 15. 52 15. 48 15. 47 15.44 15. 46 0.000026 0.103583 0.073999 0.073520 0.072845 0.087434 0.098646 0 .1.33163 0.106587 0.113718 0.050789 0.096721 0.095477 0.007572 0.006680 . 006752 0.006824 0. 007103 0.007553 0.009191 0.011423 0. 011655 0. 014269 .012552 0.010772 0.006403 0.007942 0. 007814 0.007775 0.007171 .006473 0.005773 0.004782 0.004758 0.004494 0.004645 0.004807 0.003157 . 003666 0.003675 0.003700 .003575 .003264 .002747 0.002898 0.002873 .003091 .002870 0.003172 .018089 .005685 . 005808 . 006110 .009316 .016837 .036860 . 032619 0.032879 .024015 .039522 0.08 1. 90 2.16 2.14 2.11 2.05 1. 90 1. 75 .30 1. 31 0. 82 1.17 1. 37 0.72 0.89 0.89 .88 O.Sl .73 .66 . 57 .57 .52 .56 .61 0.76 1. 03 1. 02 1.01 0.90 0.77 0.62 0. 47 0.46 0.37 0.43 0.51 0.78 1. 06 1. 05 1.04 0.94 0.80 0.63 0.53 0.52 0.48 0.50 0.58 1.54 1.24 1.24 .24 1.33 1.52 . 79 1.46 1.45 1.10 1.47 2.78 0.28 0.50 0.50 0.49 0.38 0.30 0.19 0.14 0 .13 .11 0.12 0.17 0.75 1.22 1. 20 .17 0.98 0.77 0.51 0.31 0.30 0.17 0.25 0.38 0.71 1. 06 . OS 1. 02 0.88 0.72 0.54 0.38 0.37 0.24 0.33 0.45 0.69 1. 03 1. 02 0.99 0.84 0.70 0.54 0.34 0.32 0.19 0.28 0.40 .JS 0.88 0.86 0.83 0.59 0.37 0.19 0.12 0.12 0.08 0.09 6.64 3.16 3.56 3.55 3.53 3.35 3. 18 2.97 2.84 2.74 2.52 2.63 2. 92 4.97 5.28 5.27 5.26 5.23 5.01 4.52 4.08 3.98 3.01 3.64 4.23 3.83 4.22 4 .15 4 .11 3.98 3.84 3.67 3.50 . 45 2.99 . 30 3.58 4.50 4.76 4.75 4.73 4.62 4.50 4.38 3.75 3.66 2.57 . 33 4.12 3.10 4.52 4.51 4.48 4.00 3.18 2.28 .84 1. 80 1. 51 .62 .02 1.12 1. 01 . 01 1. 00 1. 07 . 10 .2] .03 .06 0.70 . 97 .00 0.33 0.33 0.33 0.33 .33 .33 .35 .36 . 3 7 . 39 . 37 0.36 0.31 .3C 0.36 0.36 0.34 0.31 0 .29 0. 25 0.25 .23 .24 . 25 0.35 0.40 0.40 0.40 0.39 0.36 0.32 0.]1 0.31 0.31 0.31 0.33 0.81 0.49 a.so 0.51 .61 . 78 .10 . 00 . 00 . 83 . 07 Page 6 of 25 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 5550.5 5537 5537 5537 5537 5537 5537 5537 5537 5537 5537 5537 5537 5507 5507 5507 5507 5507 5507 5507 5507 5507 5507 5507 5507 5490 5490 5490 5490 5490 5490 5490 5490 5490 5490 5490 5490 5458 5458 5458 5458 5458 5458 5458 5458 5458 5458 5458 5458 5387 5387 5387 5387 5387 5387 * 5387 5387 5387 5387 5387 Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug 0.23 0.54 . 09 . 07 1 . 03 0.79 0.56 .34 0.18 0.17 0.09 0.14 0.23 0.54 1.09 . 07 1 . 03 0.79 0.56 0.34 0.18 0.17 0.09 0.14 0.23 0.54 1.09 1. 07 1.03 0. 79 0.56 0.34 0.18 0.17 0.09 0.14 0.23 0.54 . 0 9 . 07 . 03 0. 79 0.56 0.34 0.18 0.17 0.09 0.14 0.23 0.54 . 0 9 .07 1.03 0.79 0.56 0.34 .18 0.17 .09 .14 Geometry File: Existing_low, Monthly Future_Flows 15. 31 15.09 * 15. 0 9 15.09 * 15. 0 9 15.09 * 15. 0 9 15. 09 15. 0 9 15. 0 9 15. 0 9 15. 0 9 15. 0 9 15 .19 15. 19 15.19 15 .19 15. 19 15. 19 15 .19 15. 19 15. 19 15.19 15 .19 * 15. 19 14. 73 * 14. 73 14. 73 14. 73 14. 73 14.7:! 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Q() . 00 . 08 . 00 1. 06 0.83 Page 7 of 25 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 5387 5313 5313 5313 5313 5313 5313 5313 5313 5313 5313 5313 5313 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 3676 3676 3676 3676 3676 3676 3676 3676 3676 3676 3676 3676 3600 3423.989 3423.989 3423. 989 3423.989 3423. 989 3423. 989 3423.989 3423.989 3423.989 3423.989 3423. 989 3423.989 3393.683 3393.683 3393.683 3393.683 3393.683 3393.683 3393.683 3393.683 3393.683 Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep * Oct Nov Dec Jan Feb Mar Apr May Jun 0.23 0.54 . 0 9 .O? 1. 03 0.79 0.56 0.34 0.18 0 .17 0.09 0. 14 . 23 . s, . 09 . 07 1. 03 0.79 0.56 0.34 0.18 0.17 0.09 0.14 0.23 2 .13 4.97 5.34 5.29 4.21 2.97 1. 72 0.84 0.77 0.42 0.60 0.91 Culvert 2.13 4.97 5. 34 * 5.29 4.21 2.97 1. 72 0.84 0.77 0.42 0.60 0.91 2 .13 4.97 5.34 5.29 4.21 2.97 l. 72 0.84 0.77 Geometry File: ExislinLLOw, Monthly Future_Flows 14. 90 14.29 14.29 14.29 14. 29 14. 29 14. 29 14. 29 14. 29 14. 29 14. 29 14. 29 14.29 13. 90 13. 90 13. 90 13. 90 13. 90 13. 90 13.90 13. 90 13. 90 13. 90 13. 90 13. 90 14. 50 14. 50 14. 50 14. 50 14. 50 14. 50 14.50 14.50 14 . 50 14.50 14.50 14.50 12.59 12.59 12.59 12.59 12.59 12 .59 12.59 12.59 12.59 12. 59 "' 12 .59 12. 59 "' 12.59 12 .59 12.59 12.59 12.59 12.59 12.59 12.59 12.59 15.03 14. 89 15 .13 15. 15 15 .15 15.06 14. 95 14. 84 "' 14. 73 14. 72 14.67 14. 70 14.74 14. 87 15 .11 "' 15. 14 15. 13 15.05 14. 94 14. 83 * 14.73 14. 72 14. 67 14. 69 14. 74 14. 75 15.00 15.02 15.02 14. 93 14.82 14. 73 14.68 14. 65 14 .62 14. 65 14. 68 13 .14 13. 42 13. 45 13 .44 13 .35 13 .23 13. OB 12. 93 12. 92 12.83 12.88 12. 95 13 .14 13.43 13.46 13.45 13.36 13.24 13.08 12. 93 12. 92 15 . 03 14.75 14. 90 14.91 14. 91 14.86 14. 80 14. 73 14.68 14.65 14.62 14.65 14.68 12.77 12. 90 12. 92 12. 92 12 . 8 7 12. 81 12. 74 12.69 12. 68 15. 08 14.89 15 .13 15 .16 15.15 15. 06 14. 95 14.84 14. 73 14. 72 14.67 14.70 14.74 14. 87 15 .11 15 .14 15 .14 15.05 14.94 14.83 14.73 14.72 14.67 14.69 14.74 14. 85 15. 0 9 15 .12 15. 11 15.02 14. 92 14.81 14. 72 14. 71 14.66 14.69 14.73 13 .15 13 . 45 13 . 48 13 . 48 13. 38 13.25 13. 09 12 . 94 12.92 12. 84 12.88 12.95 13.15 l3. 45 l3. 48 13.47 13. 38 13 . 25 13.09 12. 94 12. 92 0.030369 0.000100 0.000105 .000090 0.000085 . 000077 . 000070 . 000056 . 000038 0.000037 0.000018 0.000033 0.000056 0.000032 . 000042 0.000036 0.000034 0.000029 0.000023 0.000016 0.000008 . 000008 0.000003 . 000006 .000012 .024975 0. 009205 0.008575 0.008653 0. 011226 0.018613 0. 025440 0.021906 0.036903 0. 052044 0.023740 0.022314 0.000213 0.000321 0.000333 0.000332 0.000296 0.000249 0.000193 0.000141 0. 000136 0.000107 0.000124 0.000146 0.000130 0.000191 0.000197 0.000197 0.000176 0.000150 0. 000118 0.000088 0.000085 1. 66 0.27 0.35 0.33 0.32 0.28 0.24 0. 19 0.14 0. l.3 0.08 0.12 0.17 0.18 0.24 0.23 0.22 0. 19 0.16 0.12 0.08 0.08 0.05 0.07 0.10 2.45 2.41 2.42 2.41 2.43 2.53 2.28 .66 .88 . 70 .49 .72 o. 96 1.46 1. 51 1. 50 1. 34 1.13 0.86 0.60 0.58 0.43 0.51 0.63 0.77 1.17 1.21 1.20 * 1. 08 0. 91 0.69 0 .48 * 0 .46 * 0.14 1. 98 3.15 3.29 3.26 2 . 81 2.29 1. 76 1. 31 1. 28 1. 06 1.17 1. 36 3.05 4.46 4.63 4.61 4.08 3.46 2.82 2.28 2.24 . 99 2.12 2.33 0.87 2.06 2.21 2.19 1. 73 .18 "' 0.75 0.51 0.41 0.25 0.40 0.53 2.22 3.41 3.53 3.52 3.13 2.63 . 99 .39 . 33 . 98 .17 . 45 2.77 4.25 4.41 4.39 3.91 3.28 2.49 1. 73 1. 66 1.61 4.54 5.11 5.17 5.16 4.95 4.70 4.42 4.18 4.16 4.03 4.10 4.21 5.67 6.02 . 06 . 06 5.93 5.78 5.55 5.11 5.07 4.85 4.96 5.15 4.70 5.18 5.23 5.23 5.05 4.83 4.65 4. 54 4.50 4.12 4.50 4.55 4.15 4.22 4.23 4.23 4.20 4.17 * 4.13 * 4. 09 "' 4. 09 "' 4. 06 * 4. 08 * 4.10 5.12 5.19 5 .19 * 5.19 5.17 5.14 5 .11 5.08 5.07 . 00 0.07 0.08 0.07 0.07 0.07 0.06 0.05 0.04 0.04 0.03 0.04 0.05 ·°' 0.05 . 05 . 05 0.04 0.04 0.03 0.02 0.02 0.01 0.02 0.03 1. 01 0.67 0.66 0.66 0.73 0.90 1. 00 0.88 1.10 1.23 0.88 0.89 0.23 0.29 0.29 0.29 0.27 0.25 0.22 .18 .18 .15 .17 .19 0.18 0.23 0.23 0.23 0.22 0.20 0.17 0.15 0 .14 Page 8 of 25 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 3393.683 3393. 683 3393.683 3300 3060 3060 3060 3060 3060 3060 3060 3060 3060 3060 3060 3060 3056 3056 3056 3056 3056 3056 3056 3056 3056 3056 3056 3056 3000 2755 2755 2755 2755 2755 2755 2755 2755 2755 2755 * 2755 2755 2751 2751 2751 2751 2751 2751 2751 2751 2751 2751 2751 2751 2700 Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan * Feb * Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 0.42 0.60 0.91 Culvert 2.13 4.97 5.34 5. 29 4.21 2.97 1. 72 0.84 0.77 .42 . 60 . 91 2.13 4.97 5.34 5.29 4.21 2.97 1. 72 0.84 0.77 0.42 0.60 0. 91 * Culvert 2.13 4.97 5.34 5. 29 4.21 2.97 1 . 72 0.84 0.77 0.42 0.60 .91 2.34 5.40 5.77 5. 71 4.55 3.22 .B7 0.92 O.B4 0.46 0.65 0.99 Culvert Geometry File: Existing_Low, Monthly Future_Flows 12.59 12.59 12.59 11. 62 11. 62 11. 62 11. 62 11. 62 11. 62 11. 62 11.62 11.62 11.62 11.62 11. 62 11. 62 11. 62 11. 62 11. 62 11.62 11. 62 11. 62 11. 62 11. 62 11. 62 11. 62 11. 62 11 . 16 11 .16 11 .16 11.16 11.16 11.16 11.16 11.16 11.16 11.16 11.16 11.16 11.16 11.16 11.16 11.16 11. 16 11.16 11.16 11.16 11.16 11.16 11.16 11.16 12. 83 12. 88 12.95 12 .18 12.47 12 .so 12.50 12 .41 12.28 12, 13 11. 98 11. 96 11. 88 11. 92 11. 99 12.18 12.47 12. 50 12.50 12. 40 12.28 12 .13 11. 98 11. 96 11.88 11. 92 11. 99 11.75 12. 05 12.08 12.08 11.98 11. 85 11. 69 11. 54 11. 52 11. 43 11. 48 11. 55 11. 75 12. 05 12. 08 12.07 11. 98 11. 85 11 . 69 11. 54 11.52 11. 43 11.48 11.55 • • 12. 65 12.66 12.69 11.80 11. 93 11. 95 11. 95 11. 90 11.84 11. 77 11,73 11, 70 11. 68 11. 70 11. 73 11. 35 11. 49 11.50 11. 50 11.45 11. 39 11. 32 11.2? 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AA 1. 79 1. 34 .60 1. 95 5.05 5.06 5.08 5.06 5.09 5.09 5.09 5.08 5.07 5.05 5.04 5.04 5.03 5.03 5.04 5.06 5.09 5.09 5.09 5.08 5.07 5.05 5.04 5.04 5.03 5.03 5.04 5.06 5.09 5.09 5.09 5.08 5.07 5.05 5.04 5.04 5.03 5.03 5.04 5.06 5.09 5.09 5.09 5.08 5.07 5.05 .04 5.04 . 03 .03 5.04 0 .12 0 .13 0.15 0.18 0.22 0.23 0.23 .21 0.19 0.17 0.14 O.U 0.11 0.13 0. 14 .18 .22 .23 .23 0. 21 0.19 0.17 0 .14 0.13 0. 11 0.13 .11 .16 0. 2::_ 0.21 0.21 0.20 0.18 0.16 0 .13 0.13 0.11 0.12 0. 13 0. 18 0.23 0.23 .23 .22 . 20 0.17 0.14 0.14 0.12 0 .13 .14 Page 9 of 25 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 2543 2543 2543 2543 2543 2543 2543 2543 2543 2543 2543 2543 2539 2539 2539 2539 2539 2539 2539 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1.34 . 57 .94 2. 98 4.48 4.62 4.60 4 .11 3.48 2.66 .88 . 79 . 34 . 60 1. 95 5.02 5. 03 5.04 5. 0 5 5.08 5.08 5.08 5.07 5.06 5.05 5.03 5.03 5.02 5.03 5.04 5.05 5.07 5.08 5.08 5.07 5.06 5.04 5.03 5.03 5.02 5.03 5.03 5. 05 5.07 5.08 5.08 5.07 5.06 5.04 5.03 5.03 5.02 5.03 5.03 5.05 5.07 5.07 5.07 5.07 5.06 5.04 5.03 5.03 5.02 5.03 5.03 0.12 0.13 0.14 0.18 0.23 0.23 0.23 0.22 . 20 0.17 .14 0.14 0.12 0.13 0.14 0.18 0.23 0.23 0 .2.1 0.22 0.20 0.17 0, 14 0.14 0.12 0 . 13 0.14 0.18 0.23 0.23 0.23 0.22 0.20 0.17 0 .14 0 .14 0.12 0.13 0.14 0.18 0.23 0.23 0.23 0.22 0.20 0. 1 ·1 .14 .14 .12 .13 .14 Page 11 of 25 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 997 997 997 997 997 997 997 997 997 997 997 997 900 490 490 490 490 490 490 490 4 90 4 90 4 90 490 490 486 486 486 486 486 486 486 486 486 486 486 486 450 427.3552 427.3552 427.3552 427.3552 427.3552 427.3552 427.3552 427.3552 427.3552 427.3552 427.3552 427.3552 370.2063 370.2063 370.2063 370.2063 370. 2063 370 .2063 370.2063 370 .2063 370.2063 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 1r Feb Mar Apr May Jun 2.34 5.40 5.77 5. 71 4.55 .22 1. 87 0 .92 0.84 .46 0.65 0.99 Culvert 2.34 5.40 5.77 5.71 * 4.55 3.22 1.87 0. 92 . 84 .46 .65 . 99 2.34 . 40 5.77 5.71 4.55 3.22 1.87 0. 92 .84 . 46 . 65 .99 Culvert 2.34 5.40 5.77 5.71 4.55 3.22 1. 87 0.92 0. 84 0.46 0.65 0.99 2.34 * 5.40 5.77 5. 71 4.55 3.22 1. 87 0. 92 0.84 Geometry File: Existing_Low, Monthly Future_Flows 8.48 8.48 8.48 8.48 8.48 8.48 8.48 e . 48 . 48 . 48 . 48 . 48 7. 72 7. 72 7.72 7.72 7.72 7.72 7.72 * 7.72 7.72 7. 72 7. 72 7. 72 7. 72 7. 72 7. 72 7.72 7.72 7.72 7.72 7.72 7. 72 7.72 7. 72 7. 72 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 9.07 9.37 9.40 9.39 .30 9.17 9.01 . 86 . 84 8.75 8.80 8.87 8.31 8.60 8.63 . 63 8 . 53 8.41 .24 8.10 8.08 7.99 . 03 8 .11 8.31 8.60 8.63 8. 62 8.53 8.41 8.24 8.10 8.08 7.99 8.03 8.11 7. 98 .23 . 26 8.25 8.17 8.06 7.93 7.80 7.79 7.71 7.75 7.81 7.95 .19 .22 . 21 8.12 8.02 7.90 7.77 7.76 • 8.67 8.81 8.82 8.82 8.78 8.71 8.64 8.58 .58 8.54 8. 56 .58 7.91 8.05 8.07 8.06 8.01 7.95 7.88 7. 82 7.82 7.78 7.79 7.83 9.08 9.39 9.42 9.42 9.31 9. 18 9.02 8.86 .84 .75 . 80 8.87 8.32 8.62 8 . 65 . 65 .55 .42 .25 .10 .08 7.99 8.04 8.11 . 32 8.62 8.65 8.65 8.55 8.42 8.25 8.10 8.08 7.99 8. 04 8.11 7.99 8. 24 8.27 .n 8.18 . 07 7. 94 7.80 7.79 7. 71 7.76 7.82 7. 9':, 8.20 8.23 8.23 .14 . 03 7.90 7.77 7.77 0.000107 0.000165 0.000173 0.000171 0.000152 0.000126 0.000097 0.000069 0.000068 0.000051 0.000058 . 000072 0. 000111 0.000170 0.000176 0.000175 0.000156 0.000128 0.000100 0.000069 0.000067 0.000051 0.000061 0.000072 0.000111 0.000171 0.000177 0.000176 0.000157 0. 000129 0.000100 0.000069 0.000068 0.000051 0.000061 0. 000072 0.000557 0.000651 0.000640 0.000642 0.000642 0.000603 0.000522 0.000453 .000428 0.000395 0.000410 0. 000460 0.000741 0.000818 . 000792 0.000797 0 .000821 * 0.000789 0.000701 0. 000659 0.000616 0. 79 . 21 1.25 1.24 1.11 * . 93 . 70 0.49 . 47 0.34 0.41 0.51 0.79 1.22 1.26 1.25 1.12 0.93 0. 71 0.49 0.47 0.34 0. 41 * 0 . 51 0.80 1.22 1.26 1.26 1.12 .93 0.71 . 4 9 0.47 0.34 0.41 0.51 0.62 0.84 0.85 .85 0.80 . 70 0.56 0.43 0.41 0.32 0.37 0.44 0.68 0.91 0.92 0.92 0.87 0. 77 0.62 0.48 0.46 • 2.97 4.47 4. 61 4.59 4.10 3.47 2.66 1. 88 1. 79 1. 34 1. 60 1. 94 2. 94 4.43 4.58 4.56 4.07 3.46 2.63 1.88 1.79 1. 34 1.58 1. 95 2.94 4.42 4.57 4.55 4.06 3. 45 2.63 1. 88 1. 79 1. 34 1. 57 1. 94 3.78 .40 6.75 6.69 5.70 4.58 3.31 2. 16 2.07 .43 . 77 2.25 3.43 5.91 6.26 6.20 5.23 4.17 3.00 1. 90 1.83 5.05 5.07 5.07 5.07 5.07 5.06 5.04 5.03 5.03 5.02 5.03 5.03 5.04 5.07 5.07 5.07 5.06 5.05 5.04 5.03 5.03 5.02 5.02 5.03 5.04 5.07 5.07 5.07 5.06 5.05 5.04 5.03 5.03 5.02 5.02 5.03 9.67 11. 55 11. 77 11. 73 11. 08 10.28 .29 8.29 8.21 7.60 7.93 8.38 9.38 11.22 11.45 11.41 10.75 9.97 9.03 8.06 . 99 .18 0.23 .23 0.23 0.22 0.20 0.17 0.14 0.14 0.12 0.13 0.14 0.18 0.23 . 2 3 0.23 0.22 0.20 0.17 0 .14 0. 14 0 .12 0.13 0.14 0.18 .23 0.23 0.23 0.22 0.20 0.17 0.14 0.14 0.12 0 .13 0.14 .17 0.20 0.20 0.20 0.20 0.19 0.17 0.15 0.14 0 .13 0.14 0.15 0.20 0.22 0.22 0.22 0.22 0.21 0. 19 0.18 0.17 Page 12 of 25 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 370.2063 370.2063 370.2063 106.7341 106.7341 106.7341 106.7341 106. 7341 106.7341 106.7341 106.7341 106, 7341 106. 7341 106.7341 106. 7341 86.6344 86.6344 86.6344 86.6344 86.6344 86.6344 86.6344 86.6344 86.6344 86.6344 86.6344 86.6344 50 0.0000 0.0000 0.0000 0.0000 . 0000 0.0000 0.0000 0.0000 . 0000 . 0000 . 0000 0.0000 Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep .46 . 6 5 0.99 2.34 * . 40 5.77 * 5.71 4.55 3.22 .87 0.92 0.84 0.46 . 65 0.99 2.34 5.40 5.77 5.71 4.55 3.22 1 . 87 0. 92 0.84 . 46 .65 ·" Culvert 2.34 5.40 5.77 5. 71 4.55 3.22 .87 .92 . 84 0.46 0.65 .99 7.50 7.50 7.50 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7. 30 * 7. 30 * 7. 30 * 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 7.68 7.73 7.78 7.62 7.91 7.99 7.98 7. 83 7.71 7.57 7.51 7.49 7.45 7.47 7.51 7.57 7. 89 7.98 7.97 7.81 7.67 7.50 7.37 7.37 7.35 7.36 7.37 7.08 7.81 7.92 7.91 7.66 7.34 6 . 98 6.67 .64 .49 . 56 .68 7.39 7.44 7.53 7.54 7.54 7.51 7.47 7.42 7.37 7.37 7.35 7.36 7.37 5. 16 5.28 5.30 5.29 5.25 5.20 5.14 5.08 5.08 5.05 5.07 5.11 7.68 7.73 7.79 7.63 7.93 8 . 01 8.00 7.85 7. 72 7.59 7.51 7.50 7.45 7.48 7.52 7.58 7.90 7.99 7.98 7.82 7.69 7.52 7.41 7.40 7.37 7.39 7.42 7.08 7.81 7.92 7.91 7.66 7.34 6 . 98 .67 . 64 6.49 6.56 6.68 . 000645 0.000615 0.000663 0.002464 0. 001310 0.000946 . 000971 0.001559 0. 001996 .002672 0.001735 0.001871 .001393 0.001565 0.001801 0.002615 0. 000910 .000639 . 000657 .001118 0.001607 .004348 .037240 0 .034834 0 .025656 0.034724 0.039931 • 0.000003 * 0.000006 * 0.000005 0.000005 0.000005 0.000004 0.000003 .000001 0.000001 0.000000 0.000001 0.000001 . 38 .42 0.50 l. 03 . 09 0.99 l. 00 1.10 .07 0.98 0.67 0.66 0.48 0.57 0.69 0.99 0.93 0.84 . 85 0.94 0.94 1. 07 .59 . 51 . 09 .36 .68 0 .11 .17 .17 0.17 0.15 0 .13 0.10 0.06 0.06 0.03 0.05 0.06 1.22 1. 55 2.00 2.27 4 .96 5.81 5.72 4.15 3.01 1. 90 1. 38 1.27 0.95 1.14 1. 43 2.37 S.82 6.86 6.75 4.84 3.42 1.75 0.58 0.56 0 .42 0 .48 .59 20.70 31. B6 33.72 33.55 29. 40 24.44 19. 33 15.32 14. 95 13 .16 13. 9B 15.44 7.39 7.72 B.14 8.24 10 .28 10. BS 10.79 9.71 8.85 7. 92 7.44 7.34 7.03 7.21 7.49 9.69 11.72 12.26 12.21 11.18 10. 35 * .27 8.44 8.43 8.33 .37 8.45 13.90 16.68 17 .10 17. 06 16 .11 14.89 13. 52 12.35 12.23 11. 66 11.93 12.38 .16 0.16 0.18 . 35 0.28 0.24 0.24 0.30 0.32 0.35 0.27 0. '.< 8 0.23 0.25 0.28 0.35 0.23 0.20 0.20 0.25 0.29 .13 1. 08 1. 03 0.85 1.01 .12 . 02 0. :)2 . 02 . 02 0.02 . 02 . 0 l 0.01 . 01 .01 . 01 . 01 *********************************************************************************************T**********************T*T********************************w******** Geometry File: Existing_Low, Monthly Future_Flows Page 13 of 25 Profile Output Table -Standard Table 2 *********************************************************************************************************************************************** * Reach * River Sta * Profile* E.G. Elev* W.S. Elev* Vel Head* Frctn Loss* C & E Loss * Q Left* Q Channel * Q Right * Top Width* (ft) * (ft) * (ft) * 1ft) * (ft) * {cfs) * (cfs) * {cfs) * (ft) * *********************************************************************************************************************************************** Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 7155 7155 7155 7155 7155 7155 7155 7155 7155 7155 7155 7155 7082 7082 7082 7082 7082 7082 7082 7082 7082 7082 7082 7082 7019 7019 * 7019 7019 7019 7019 7019 7019 7019 7019 7019 7019 6998 6998 -6998 6998 6998 6998 6998 6998 6998 6998 6998 6998 6869.5 6869.5 6869.5 6869.5 6869.5 6869.5 6869.5 6869.5 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov • Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May 20. 33 20. 3 9 20. 3 9 20. 3 9 20. 36 20. 33 20. 30 20. 27 * 20. 27 * 20.24 20.26 20.28 19. 97 20.08 20.08 20.07 20.03 19. 98 19.91 19. 85 19. 85 19. 80 19.83 19. 87 19. 89 19.98 19.97 19.97 19.93 19. 89 19. 84 19. 79 19. 79 19. 75 19. 78 19.81 19.83 19. 91 19.91 19.90 19.87 19.83 19.78 19.73 19.73 19. 67 19.71 19. 75 19. 3 7 19.46 19.46 19.45 19.41 19.38 19.33 19.30 Geometry File: Existlng_Low, Monthly Future_Flows 20.29 20.35 20.35 20.34 20.32 20 .29 20 .27 20 .26 20.26 20 .22 20 .23 20 .26 19.97 20 .07 20. 07 20. 06 20.02 19.97 19. 91 19. 85 19.85 19.80 * 19. 83 19. 87 19. 88 19. 96 19.% 19. 96 19.92 19 .88 19.84 19.79 19.78 19. 75 19.77 19. 80 19. 82 19.90 19. 90 19. 89 19. 86 19. 82 19. 78 19.73 19. 72 19.67 19.71 19.75 19.36 19.44 19. 44 19. 43 19. 40 19. 36 19.32 19. 29 0.04 0.04 . 04 0.04 0.04 0.04 0.03 . 01 0.01 0.02 0.03 0.02 . 00 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 . 00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.01 .02 0.02 0.02 0.02 0.01 .01 . 01 0.15 .19 .18 .18 .16 .15 0 .13 .09 .09 .07 .09 .11 0.08 0.10 0.10 0.10 0.09 0.08 0.07 0.06 0.06 0.05 0.05 0.07 0.06 0.06 0.06 0.06 . 06 0.06 0.06 0.06 0.06 0.08 0.06 0.06 0.46 0.45 0.45 0.46 0.46 0.46 0.46 0.43 0.42 0.39 0.41 .45 .12 0.10 0.10 . 1 a .11 0.12 0 .13 .15 . 01 . 01 . 01 . 01 . 01 . 01 .01 0.00 0.00 0.00 0.01 0.01 0.00 0 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .00 0.00 .00 . 00 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.54 1. 09 1 . 07 . 03 . " . 56 .34 0.18 0.17 0.09 0.14 0.23 0.54 1. 09 1. 07 1. 03 0.79 0.56 0.34 0.18 0.17 0.09 0.14 0.23 0. 54 1. 09 1.07 1.03 0 . 79 0.56 0.34 0.18 0.17 0.09 0. 14 0.23 0.54 1. 09 1. 07 1. 03 0.79 0.56 0.34 0.18 0.17 0.09 0.14 .23 0.54 1. 0 9 1. 07 1.03 0.79 0.56 0. 34 0.18 • • • 5.00 5.81 5.81 5.79 5.69 5.04 4.09 , 81 . 81 2.47 2.73 . 81 4.54 5.10 5.09 5.06 4.84 4.57 4.24 3.82 .80 3.24 3.62 4.02 5.41 7.35 7.35 7.24 6.41 5.50 4 .40 3.67 3.62 3.25 3.53 3.84 5.21 6.01 5. 98 5.92 5.61 5.24 4.81 3.89 3.66 2.48 3. 16 4.49 4.73 5.58 5.56 5.51 5.13 4.77 4.34 4.01 * Page 14 of 25 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 6869.5 6869.5 6869.5 6869.5 6843.S 6843.5 6843.S 6843.5 6843. 5 6843.5 6843.5 * 6843.5 * 6843.5 * 6843.5 * 6843.5 6843.5 6831.5 6831.S 6831.5 6831.5 6831.5 6831.5 6831.5 6831.5 6831.5 6831.5 6831.5 6831.5 6761.5 6761.5 6761.5 6761.5 6761.5 6761.5 6761.5 6761.5 6761.5 6761.5 6'761.5 6761.5 6736 6736 6736 6736 6736 6736 6736 6736 6736 6736 6736 6736 6722 6722 6722 6722 6722 6722 6722 6722 Jun Jul Aug Sep * Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May • • • 19.30 19.28 19 .29 19.31 19. 25 19. 35 19. 35 19. 34 19.30 19. 26 19. 21 19.16 19.15 19. 11 19. 14 19.18 19. 23 19.32 19. 32 19.31 19. 28 19. 23 19 .18 19.12 19 .11 19. 07 19 .10 19 .15 19 .10 19 .19 19 .19 19.18 19.14 19.10 19. 05 19. 00 19. 00 18.96 18.98 19.02 18.97 19. 06 19 .05 19. 05 19.01 18.97 18. 92 18. 87 18. 87 18. 83 18. 86 18. 8 9 18. 65 18.78 18. 77 18. 77 18. 72 18.66 18.58 18.50 Geometry File: Existing_Low, Monthly Future_Flows 19 .29 19.28 19.28 19.30 19. 25 19.34 19. 33 19. 3 3 19. 2 9 19 .25 19.20 19. 15 19 .14 19. 10 19 .13 19 .17 * • 19.22 19.32 19. 31 19.31 19. 27 19 .23 19 .17 19 .12 19. 11 19. 07 19 .10 19.14 19. 09 19. 18 19. 18 19 .17 19 .13 19. 0 9 19. 05 19. 00 19. 00 18. 96 18.98 19. 02 18. 93 19. 01 19. 00 19. 00 18 . 97 18 . 94 18 . 89 18.84 18 . 84 18 . 82 18 . 84 18 . 86 18 . 57 18.67 18.67 18. 66 18.62 18.57 18. 51 18 .46 0.01 0.00 0.00 0.01 0.01 0.01 .01 .01 0.01 .01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.01 0.01 0.01 0.01 0.00 0.00 0.00 . 00 0.00 . 00 . 00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 . 00 0.00 0.00 0.00 0.00 0.04 0.05 0.05 0.05 0.04 0.04 0.03 0.03 0.03 0.02 0.02 0.03 0.08 0.11 0 .11 0.10 0.09 0.08 0.07 0.04 0.16 0.17 0.16 0.14 0.03 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.04 0.03 0.03 .13 0.13 0.13 0.13 0.14 0.14 0 .13 0.12 0. 12 0. 12 0.12 .12 .13 .14 .14 0.14 .14 0 .13 0 .13 0 .13 0.12 0.13 0 .13 0.12 0.31 0.28 0.28 0.28 0.29 0.31 0.35 . 36 .3, 0.39 . 38 . 36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 0 . 00 0.00 . 00 . 00 . 00 0.00 . 00 . 00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 1 7 0.09 0.14 0.23 0.54 1. 09 1.07 1. 03 0.79 0.56 0.34 0.18 0.17 0.09 * 0.14 . 2 3 * 0. 54 1. 0 9 1. 07 1. 03 . 79 0.56 0.34 0.18 0.17 0.09 0.14 0.23 G.54 . 09 1 . 07 1. 03 . 79 . 56 .34 .18 .1' . 09 .14 . 23 0.54 . 09 ·°' . 03 0.79 0.56 0.34 0.18 0.17 0.09 0.14 0.23 0. 54 1.09 1. 07 1. 03 0.79 0. 56 0.34 0. 18 • 4.01 3 . 86 3.94 4.11 5.04 . 35 6.31 6.22 5. 71 5.10 4.41 3.66 3.56 2. 98 3.40 3 .96 6.14 6.92 6 .92 6.91 6.85 6.21 5 .45 3.86 3.52 2.87 3.39 4.75 4.39 5.09 5.07 5.00 4. 71 1.38 4.00 3.61 3. 61 3.07 3.47 3.76 3.24 3.75 3.74 3.70 3.49 3.26 2.45 1. 84 1 . 78 .48 . " 2.10 1. 47 2.03 2.01 1.98 . " 1.49 1.13 0.93 Page 15 of 25 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 6722 6722 6722 6722 6600 5787 5787 5787 5787 5787 5787 5787 5787 5787 5787 5787 5787 5777 5777 5777 5777 5777 5777 5777 5777 5777 5777 5777 5777 5764 5764 5764 5764 5764 5764 5764 5764 5764 5764 5764 5764 5755 5755 5755 5755 5755 5755 5755 5755 5755 5755 5755 5755 Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep • • 18.50 18.44 18.48 18.53 Culvert 17.23 17. 31 17.31 17.30 17. 27 17.23 1 7. 19 1 7 .16 17.16 17 .13 17.14 17 .17 17.23 17.31 17.31 17.30 17.27 17.23 17.19 17.16 17.16 17.13 17.14 17.17 17.22 17. 30 17. 30 17. 29 17. 26 17. 23 17 .19 17 .15 17 .15 17 .13 17 .14 17 .16 17 .11 17. 21 17.21 17.20 17.16 17 .11 17.06 16.99 16.98 16. 92 16.97 17. 02 Geometry File: Existing_Low, Monthly Future_Flows 18.45 18.39 18.42 18.47 17.23 17. 31 17.31 l 7. 30 17.27 17.23 17 .19 17.16 17.16 17 .13 17 .14 17.17 17 .23 17.31 17 .31 17 .30 17 .27 17 .23 17 .19 1 7 .16 17.16 l 7 .13 17 .14 1 7 .1 7 1 7. 19 17. 25 17. 25 17. 25 17. 21 17.18 1 7 .15 17 .12 17 .12 17 .12 17.13 17 .14 17.10 17.20 17.20 17.19 17.15 17 .11 17.05 16.99 16.98 16. 92 16. 96 17.01 0.04 0.04 0.06 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.05 0.05 0.05 0.05 0.04 0.04 0.03 0.03 0.01 0.02 0.03 0.01 0.01 0.01 0.01 0.01 .01 . 00 0.00 .00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .07 0.08 0.08 0.08 0.09 0.08 0.07 0.06 0.06 0.04 0.05 0.06 0.23 0.22 0.22 0.23 0.23 0.23 0.24 0.20 0.20 0.17 0.19 .21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 .01 .01 .01 .01 .01 0.01 .01 .01 .00 .00 0.01 . 00 .00 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .11 0.26 .25 0.24 .18 .12 .07 .03 . 03 .01 0. 02 . 04 .17 0.09 0.14 0.23 .43 0.83 0.82 0. 79 0.61 0.44 0.27 0.15 0.14 0.08 0.12 0.19 0.54 1. 09 1. 07 1. 03 0.79 0.56 0.34 0.18 0.17 0.09 0.14 0.23 . 54 1. 09 1. 07 1. 03 0.79 0.56 0.34 0.18 0.17 0.09 0.14 0.23 0.54 l. 09 1. 07 1. 03 0. 79 0.56 0.34 0.18 0.17 0.09 0.14 0.23 0.91 0.66 0.77 0.98 10 .11 11. 06 11. 03 10. 96 10. 55 10 .14 9.75 9.40 ·'° 9.16 9. 28 9.51 . 07 6.55 .53 6.50 6.30 6.09 5.85 5.63 5.63 5.49 5.56 5.70 . 75 4.34 4.31 4.26 3.92 3.70 3.43 3.20 3.12 3.20 3.22 3.32 3.87 4.73 4.71 4.67 4.31 3.90 3.41 2.84 2.78 2.26 2.63 3.07 Page 16 of 25 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 5727 5727 5727 5727 5727 5727 5727 5727 5727 5727 5727 5727 5719 5719 5719 5719 5719 5719 5719 5719 5719 5719 5719 5719 5699 569"9 5699 5699 5699 5699 5699 5699 5699 5699 5699 5699 5670 5670 5670 5670 5670 5670 5670 5670 5670 5670 5670 5670 5641.5 5641.5 5641.5 * 5641.5 5641.5 5641.5 5641.5 5641.5 5641.5 5641. 5 5641. 5 5641.5 • Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 16. 8 7 16.98 16.98 16.97 16. 93 16.88 16.82 16.78 16.78 16.75 16 . 77 16. 79 16 . 84 16. 95 16. 95 16. 94 16.90 16.85 16. 79 16. 72 16. 72 16.67 16.71 16.75 16.79 16. 88 16. 87 16. 87 16. 83 16. 80 16.75 16. 69 16. 69 16.64 16. 67 16. 71 • 16.48 16.58 16. 58 16. 57 * 16. 53 * 16.48 16.43 16.38 16.38 16.35 16.37 16.40 16.47 16.56 16.56 16.55 16 . 51 16 . 4 7 16 . 42 16. 38 16. 38 16. 35 16.37 16.39 Geometry File: Existing_Low, Monthly Future_Flows 16. 85 16. 96 16. 96 16.95 16. 91 16.86 16.79 16. 75 16. 75 16.73 16. 74 16. 76 16.84 16. 94 16.94 16.93 16. 8 9 16.85 16. 79 16.72 16.72 16. 67 16. 71 16.75 16. 78 16.86 16.86 16.85 16.82 16. 79 16 . 74 16.69 16 . 68 16 . 63 16 . 67 16. 71 16. 4 7 16.57 16. 56 16.56 16. 52 16.47 16.42 16.38 16.37 16.35 16. 36 16.39 16 .47 16.56 16. 56 16. 55 16. 51 16 .47 16.42 16.38 16.38 16.35 16. 37 16. 39 0.02 * 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.01 0.03 0.03 . 00 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0. 02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 .01 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0 . 01 . 00 . 00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.03 0.03 0.03 0.03 0. 02 0.02 0.02 0.02 0.01 0.02 0.02 0.05 0.07 0.07 . 07 .06 .05 0.04 0.04 0.03 0.03 0.03 0.04 0.32 0.30 0.30 . 30 0.31 . 31 . 32 . 32 . 30 .28 0.31 0.32 0.01 0.02 0.02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.02 0.02 0.01 .01 0.00 . 00 . 00 0.00 0.00 0.00 0.01 . 00 0.00 0.00 0.00 ·°' 0.01 . 01 . 01 . 00 . 01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .00 0.00 . 00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 C.00 0.00 . 00 0.00 . 00 . 01 . 01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 • .54 1. 09 * .07 . 03 0.79 0.56 0.34 0.18 0.17 0.09 0 .14 . 23 0.54 . 0 9 . 07 1. 03 0. 79 0.56 0.34 0.18 0.17 . 09 .14 .23 0.54 . 09 . 07 1. 03 0.79 0.56 0.34 0.18 0.17 0.09 0.14 0.23 0.54 1. 09 1. 07 1. 03 0.79 0.56 0.34 0. 18 0 .17 0.09 0.14 . 2 3 0.54 .09 1.07 1. 03 a. n 0.56 0.34 0.18 0.17 0.09 0.14 . 23 4.19 5.94 5. 92 S.85 5.13 4.28 3.05 2.31 2.26 1. 94 2.02 2.49 4. 92 5.25 5.24 5.21 5.08 4.94 4.75 4.54 4.53 4.10 4.47 4.62 4.54 4.74 4.73 4.72 4.64 4.55 4.06 3.20 3.16 2.23 2.86 3.57 4.13 5.57 5.53 5.43 4.84 4.19 3.50 2.85 2.82 2.45 2.68 3.05 6.88 7.18 7.17 7.16 7.03 6.89 6.74 . 59 .58 .so 6.55 6.64 Page 17 of 25 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 5618.5 5618.5 5618.5 5618.5 5618.5 5618.5 5618.5 5618.5 5618.5 5618.5 5618.5 5618.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5595.5 5581 5581 5581 5581 5581 5581 5581 5581 5581 5581 5581 5581 5566.5 5566.5 5566.5 5566.5 5566.5 5566.5 5566.5 5566.5 5566.5 5566.S 5566.5 5566.S 5550.5 5550.5 5550.5 5550.5 5550.5 5550.5 5550.5 5550.5 5550.5 5550.5 5550.5 5550.5 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 16.45 16. 54 16.53 16.53 16.49 16.46 16. 42 16.38 16.37 16.35 16.36 16. 39 15.85 15 . 95 15.94 15.94 15.90 15.86 15.80 15.75 15.75 15.71 15.74 15. 77 15. 75 15. 84 15. 84 15. 83 15. 79 15.75 15.70 15.65 15.65 15.61 15. 63 15.67 15.68 15.76 15.76 15.76 15. 72 15.69 15.65 15.60 15.59 15.55 15.58 15.61 15.57 15. 6 9 15.69 15. 68 15. 63 15.58 15.52 15.48 15.47 15.44 15.46 15. 49 Geometry File: Existing_Low, Monthly Future_Flows 16 . 40 16. 46 16. 46 16. 46 16. 43 16. 40 16.37 16. 35 16. 35 16.34 16.34 16. 36 15. 84 15.94 15.93 15. 93 15. 8 9 15. 85 15. 80 15.75 15.75 15.71 15.73 15.76 15.74 15. 82 15. 82 15. 81 15.78 15.74 15. 69 15.65 15.64 15.60 15.63 15. 67 15. 67 15. 75 15. 74 15.74 15.71 15.68 15.64 15.59 15 .59 15.54 15.58 15.61 15.53 15 .67 15. 66 15.66 15 .60 15.54 15 .47 15 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.23 0.54 1. 09 1. 07 1.03 * 0. 79 * 0. 56 * 0.34 0.18 0.17 0.09 0.14 0.23 0.54 1. 09 * 1. 07 1. 03 0.79 0.56 * 0.34 0.18 0.17 0.09 0 .14 0.23 0.54 1. 09 1. 07 1. 03 0.79 0.56 0.34 0.18 0.17 0.09 0.14 0.23 0.54 1. 09 1. 07 1. 03 0.79 0.56 0.34 0.18 0.17 .09 0.14 0 . 23 • • 3.16 3.56 . 55 3.53 3.35 3.18 2. 97 2.84 2.74 2.52 * 2.63 * 2. 92 4.97 5.28 5.27 5.26 5.23 5.01 4.52 4.08 3.98 3.01 3.64 4.23 3.83 4.22 4.15 4 .11 3.98 3.84 3.67 3.50 3.45 2.99 3.30 3.58 4.50 4.76 4.75 4.73 4.62 4.50 4.38 3.75 3 . 66 2.57 3.33 4.12 .10 4.52 4.51 4.48 4.00 3.18 2.28 1. 84 1. 80 1. 51 1.62 1.97 Page 18 of 25 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 5537 5537 5537 5537 5537 5537 5537 5537 5537 5537 5537 5537 5507 5507 5507 5507 5507 5507 5507 5507 5507 5507 5507 5507 5490 5490 5490 5490 5490 5490 5490 5490 5490 5490 5490 5490 5458 5458 5458 5458 5458 5458 5458 5458 5458 5458 5458 5458 5387 5387 5387 5387 5387 5387 5387 5387 5387 5387 5387 5387 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug * Sep • Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr * May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 15.52 15. 65 15.65 15.64 15.59 15.52 15.45 15.38 15.38 15.32 15.36 15.41 15.43 15.57 15.57 15.56 15.50 15.44 15.36 15.30 15.30 15.26 15.29 15.32 15.42 15.55 15.55 15. 54 15. 4 9 15. 43 15. 35 15. 27 15. 27 15.21 15. 25 15. 30 15.42 15.55 * 15.54 15.54 15.49 * 15.43 15.35 15.27 15.27 15.21 15.25 15.30 15.17 15. 27 15.26 15.26 15. 22 15 .1 7 15 .11 15.06 15.05 15.01 15. 04 15. 08 Geometry File: Existing__Low, Monthly Future_Flows 15. 51 15.64 15.64 15.63 15. 58 15.52 15.44 15.38 15.37 15. 32 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OJ 0.01 0.01 .01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.04 0.04 . 04 . 03 . 03 0.03 0.04 0.03 0.03 0.03 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 .01 0.01 0.01 0.01 0. 0.0 0.00 .00 0.00 0.00 0.00 .06 0.09 . 08 . 08 . 07 .06 0.05 0.04 0.04 0.03 0.03 .04 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.07 0.07 0.05 0.06 0.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.00 0.00 . 00 . 00 0.00 . 00 0.00 0.00 0.24 0.27 0.27 0.27 0.25 0.24 0.23 0.21 0.20 0.19 0.20 0.21 0.03 0.03 0.02 0.02 .02 .02 .02 0.01 .01 0.01 0.01 0.02 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 01 . 01 0 . 01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .00 .01 .01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 . 00 . 00 . 00 0.02 . 02 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.54 1. 09 1. 07 1. 03 0.79 0.56 0.34 0.18 0.17 0.09 0.14 0.23 0.54 1. 09 1. 07 . 03 . 79 . 56 0.34 0.18 0.17 0.09 0.14 0.23 0.54 1.09 1. 07 . 03 . 79 0.56 .34 0.18 0.17 0.09 0.14 0.23 0.54 1. 09 1. 07 1. 03 0.79 0.56 0.34 0.18 0.17 0. 09 0.14 0.23 0.54 1. 09 . 07 .03 0.79 0. 56 0.34 0.18 0.17 0.09 0.14 0.23 3.40 4.32 4.30 4.24 3.86 3.44 2.94 2.50 2.46 2.08 2.33 2.66 2.21 2.69 2.68 2.66 2.46 2.23 1. 93 . 69 1. 68 1. SB 1. 65 1. 75 5.29 5.40 5.40 5.39 5.35 5.29 5 . 22 5.16 5.15 5.10 5 .13 5.18 .52 4.27 4.26 4.25 3 . 93 3.56 .08 2.62 2.58 2.23 2.44 2.78 2.21 2.75 2.74 2. 72 2.54 2.24 1. 85 1.43 1.44 1.13 1.42 1. 61 Page 19 of 25 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 5313 5313 5313 5313 5313 5313 5313 5313 5313 5313 5313 5313 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 3676 3676 3676 3676 3676 3676 3676 3676 3676 3676 3676 3676 3600 3423.989 3423.989 3423.989 3423.989 3423.989 3423.989 3423.989 3423.989 3423.989 3423.989 3423.989 3423.989 3393.683 3393.683 3393.683 3393.683 3393.683 3393.683 3393.683 3393.683 3393.683 3393.683 3393.683 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug • • • • 14.89 15.13 15.16 15.15 15. 06 14 .95 14 .84 14. 73 14. 72 14 .67 14.70 14. 74 14.87 15 .11 15.14 15.14 15.05 14.94 14.83 14.73 14. 72 14.67 14.69 14.74 1 4. 85 15.09 15 .12 15 .11 15. 02 14. 92 14. 81 14.72 14. 71 14. 66 14. 69 14. 73 Culvert 13 .15 13 .45 13 .48 13.48 13. 38 13. 25 13. 0 9 12. 94 12. 92 12. 84 12. 88 12.95 13 .15 13. 45 13. 48 13 .47 13. 38 13.25 13. 0 9 12.94 12. 92 12. 83 12. 88 Geometry File: Existing__Low, Monthly Future_Flows 14. 89 15 .13 15.15 15.15 15.06 14. 95 14.84 14. 73 14. 72 14. 67 14. 70 14.74 14. 87 15 .11 15.14 15 .13 15.05 14.94 14. 83 14. 73 14. 72 14 . 67 14. 69 14. 74 14 , 75 15.00 15. 02 15.02 14 . 93 14, 82 14 . 73 14 , 68 14. 65 14. 62 14. 65 14. 68 13 .14 13 .42 13 , 45 13 ,44 13, 35 13 . 23 13, 08 12 , 93 12. 92 12. 83 12. 88 12.95 13, 14 13. 43 13 ,46 13 .45 13.36 13, 24 13. 08 12 , 93 12, 92 12 , 83 12 , 88 0.00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.09 0.09 0.09 0.09 . 0 9 0.10 0.08 0.04 0.06 0.04 0.03 0.05 0.01 0.03 0.04 0.04 0.03 . 02 0.01 0.01 0.01 0.00 0.00 0.01 0.01 0.02 0.02 0.02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 . 02 .02 . 02 0.02 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.01 0.01 0.02 0.01 0.01 0.01 0.01 0.01 0.00 o.oo 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 . 01 0.01 0.01 0.01 0.01 0 . 00 0.01 . 00 . 00 . 00 . 00 0 . 00 0.00 . 00 0.00 . 00 0.00 . 00 . 00 0.00 0.00 . 00 . 0.54 1. 09 . 07 1. 03 0, 79 0.56 0.34 0.18 0.17 0.09 0.14 0.23 0.54 1.09 1 , 07 . 03 0, 79 0.56 0. 34 * 0.18 0.17 0.09 0.14 0.23 2.13 4 , 97 5.34 5.29 4.21 2.97 . 72 0.84 . 77 .42 .60 . 91 2.13 4,97 5.34 5.29 4.21 2.97 1. 72 0.84 . 77 . 42 0.60 . 31 2.13 4.97 5.34 5.29 4.21 2.97 . 72 .84 0.77 .42 .60 4.54 5, 11 5, 17 5.16 4.95 4,70 4.42 4.18 4.16 4. 03 4.10 4.21 5.67 6.02 6.06 6.06 5.93 5.78 5.55 5.11 5.07 4.85 4. 96 5.15 4.70 5.18 5.23 5, 23 * 5, 05 * 4.83 4.65 4.54 4.50 4 .12 * 4.50 4.55 4.15 4.22 4.23 4.23 4.20 4.17 4.13 4, 09 4.09 4.06 4.08 4.10 5.12 5.19 5.19 5.19 5.17 5.14 5.11 5.08 5. 07 5.05 5.06 Page 20 of 25 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 3393.683 3300 3060 3060 3060 3060 3060 3060 3060 3060 3060 3060 3060 3060 3056 3056 3056 3056 * 3056 3056 3056 3056 3056 3056 3056 3056 3000 2755 2755 2755 2755 2755 2755 2755 2755 2755 2755 2755 2755 2751 2751 2751 2751 2751 2751 2751 2751 2751 2751 2751 2751 2700 Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec * Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 12. 95 Culvert 12.19 12. 49 12. 53 12.52 12.42 12.30 12 .14 11.98 11.97 11. 88 11. 93 11. 99 12.19 12. 49 12. 52 12. 52 12 . 42 12. 29 12 .13 11. 98 11. 97 11. 88 11.92 11. 99 Culvert 11. 76 12.07 12.10 12.10 12.00 11. 87 11. 70 11. 54 11. 52 11. 43 11.48 11. 55 11. 76 12.07 12.10 12.10 11. 99 11. 86 11. 70 11.54 11.52 11.43 11.48 11. 55 Culvert Geometry File: ExistinLLOw, Monthly Future_Flows 12.95 12 .18 12.47 12.50 12. 50 12. 41 12.28 12.13 11.98 11.96 11. 88 11.92 11.99 12 .18 12 .47 12.50 12.50 12 .40 12.28 12 .13 11.98 11.96 11.88 11. 92 11. 99 11. 75 12.05 12.08 12.08 11. 98 11.85 11. 69 11.54 11. 52 11.43 11.48 11. 55 11. 75 12.05 12.08 12. 07 11. 98 11. 85 11. 69 11.54 11.52 11.43 11.48 11. 55 * • 0.00 0.01 0.02 0.02 0.02 0.02 0.01 0.01 0.00 0.00 0.00 .00 .00 .01 0.02 0.02 0.02 .02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.02 0.02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.02 . 02 . 02 .01 . 01 . 00 0.00 . 00 . 00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 • 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 . 00 . 00 . 00 . 00 . 00 0. 91 2 .13 4. 97 5.34 5.29 4.21 2.97 1. 72 0.84 0.77 0.42 0.60 0. 91 2.13 4.97 5.34 5.29 4.21 2.97 1. 72 0.84 0.77 0.42 0.60 0. 91 2.13 4.97 5.34 5. 2 9 4.21 2. 97 1. 72 0.84 0.77 0.42 0.60 0.91 2.34 5.40 5.77 5.71 4.55 3.22 1. 87 0.92 0.84 0.46 0.65 0.99 • • 5.08 5.06 5.09 5.09 5.09 5.08 5.07 5.05 5.04 5.04 5.03 5.03 5.04 5.06 5.09 5.09 5.09 5.08 5.07 5.05 5.04 5.04 5.03 5.03 5.04 5.06 5.09 5.09 5.09 5.08 5.07 5.05 5.04 5.04 5.03 5.03 5.04 5.06 5.09 5.09 5.09 5.08 5.07 5.05 5.04 5.04 5.03 5.03 5.04 Page 21 of 25 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 2543 2543 2543 2543 2543 2543 2543 2543 2543 2543 2543 2543 2539 2539 2539 2539 2539 2539 2539 2539 2539 2539 2539 2539 2500 2203 2203 2203 2203 2203 2203 2203 2203 2203 2203 2203 2203 2199 2199 2199 2199 2199 2199 2199 2199 2199 2199 2199 2199 2100 2030 2030 2030 2030 2030 2030 2030 2030 2030 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun 11. 40 11. 71 11. 74 11. 74 11. 64 11. 50 11. 34 11.18 11.16 11. 07 11.12 11.19 11. 40 11. 71 11. 74 11. 74 11. 63 11. 50 11. 34 11.18 11.16 11. 07 11.12 11.19 Culvert 10.89 11. 20 11.23 11.23 11.13 10.99 10. 83 10.67 10.65 10. 56 10.61 10. 68 10.89 11.20 11.23 11.23 11.12 10.99 10. 83 10.67 10. 65 10. 56 10. 61 10. 68 Culvert 10. 54 10. 85 10. 88 10. 88 10. 78 10.65 10 .48 10. 32 10. 30 Geometry File: Existing_Low, Monthly Future_Flows 11.39 11. 69 11. 72 11. 71 11.62 11.49 11. 33 11.18 11.16 11. 07 11.12 11.19 11. 39 11. 69 11. 72 11. 71 11. 62 11. 49 11. 33 11.18 11.16 11. 07 11.12 11.19 10. 88 11.18 11.21 11. 20 11 .11 10.98 10.82 10 . 67 10 . 65 10 . 56 10 . 60 10. 68 10 . 88 11 .17 11.21 11. 20 11 .11 10 . 98 10 . 82 10 . 67 10.65 10.56 10.60 10. 68 10.53 10.83 10.86 10. 85 1 o. 76 10 . 63 10. 47 10 . 32 10 . 30 0.01 0.02 0.02 0.02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.02 0.02 O. 02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.01 .02 . 02 0.02 0.02 0.01 0.01 0.00 . 00 0.00 0.00 . 00 0.01 0.02 . 02 0.02 . 02 . o 1 . 01 0.00 0.00 0.00 0.00 0.00 0.01 . 02 0.02 .02 0.02 • o 1 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .00 0.00 .00 0.00 .00 .00 0.00 0.00 0.00 0.00 0.00 .00 .oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.34 5.40 5.77 5. 71 4.55 3.22 1. 87 0. 92 0. 84 0.46 0.65 0.99 2.34 5.40 5.77 5.71 4.55 3.22 1.87 0.92 0.84 0.46 0.65 0.99 2.34 5.40 5.77 5.71 4.55 3.22 1.87 0. 92 0.84 0.46 o. fiS 0.99 2.34 5.40 5.77 5.71 4.55 3.22 . 87 0. 92 0.84 0.46 0.65 0.99 2.34 5 .40 5.77 5.71 4.55 3.22 1. 87 0. 92 0.84 5.06 5.09 5.09 5.09 5.08 5.07 5.05 5.04 5.04 5.03 5.03 5.04 5.06 5.09 5.09 5.09 5.08 5.07 5.05 5.04 5.03 5.03 5.03 5.04 5.05 5.08 5.09 5.09 5.08 5.06 5.05 5.04 5.03 5.03 5.03 5.04 5.05 S.08 5.09 5.09 5.08 5.06 5.05 5.04 5.03 5.02 5.03 5.04 5.05 5.08 5.08 5.08 5.07 5.06 !::>. O!::> 5.03 5.03 Page 22 of 25 Upper * Upper Upper Upper Upper * Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 2030 2030 2030 2026 2026 2026 2026 2026 2026 2026 2026 2026 2026 2026 2026 2000 1497 14 97 14 97 14 97 14 97 14 97 14 97 14 97 1497 1497 1497 1497 1493 1493 1493 1493 14 93 1493 14 93 14 93 1493 14 93 14 93 14 93 1400 1001 1001 1001 1001 1001 1001 1001 1001 1001 1001 1001 1001 Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 10. 21 10. 26 10. 33 10.54 10. 85 10.88 10.88 10. 77 10.64 10.48 10.32 10.30 10.21 10.26 10.33 Culvert 9.74 10. 05 10.08 10.08 9.98 9.84 9.68 9.52 9.50 9.41 9.46 . 53 9.74 10.05 10.08 10.08 .97 .84 .68 .52 . 50 9.41 9.46 .53 Culvert 9.08 9.39 9.42 9.42 9.32 9.19 9.02 8.86 8. 84 8.75 8.80 8.87 Geometry File: Existing_Low, Monthly Future_Flows 10.21 10.26 10.33 10.53 10.83 10 .86 10. 85 10.76 10 .63 10.47 10.32 10. 30 10 .21 10. 26 10. 33 9.73 10.03 10.06 * 10.05 9. 96 * 9. 83 * 9. 67 9.52 9 .50 * 9.41 * 9.45 9.53 9.73 10.02 10.06 10.05 9.96 . 83 .67 9.52 . 50 .41 . 45 . 53 . 07 9.37 9.40 9.39 9.30 9.17 9.01 .86 8.84 8.75 . 80 .87 0.00 0.00 0.00 .01 0.02 0.02 0.02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.02 0.02 0.02 0.01 0.01 0.00 . 00 . 00 0.00 0.00 0.01 .02 0.02 0.02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.02 0.02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 * 0. 00 * 0. 00 * • 0.46 0.65 0.99 2.34 5.40 5.77 5.71 4.55 3.22 1. 87 0.92 .84 .,, .S5 . 99 2.34 5.40 5.77 5.71 4.55 3. 22 1.87 0. 92 0.84 0.46 0.65 0.99 2.34 5.40 S.77 5.71 4.55 3.22 1 . 87 0.92 .84 0 . 46 0.65 .99 2.34 5.40 5.77 5.71 4.55 3.22 1. 87 0 .92 0.84 0.46 0.65 0.99 5.02 5.03 5.04 5.05 5.08 5.08 5.08 5.07 5.06 5.05 5.03 5.03 5.02 5.03 5.04 5.05 5.07 5.08 5.08 5.07 5.06 5.04 5.03 5.03 5.02 5.03 5.03 5.05 5.07 5.08 5.08 5.07 5.06 5.04 5.03 5.03 5.02 5.03 5.03 5.05 5.07 5. 07 5. 07 5. 07 5.06 5.04 5. 0.3 5.03 5. 02 5. 0.3 5.03 Page 23 of 25 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 997 997 997 997 997 997 997 997 997 997 997 997 900 490 490 490 490 490 490 490 490 490 490 490 4 90 486 486 486 486 486 486 486 486 486 486 486 486 450 427.3552 42'1. 3552 427. 3552 427.3552 427.3552 427.3552 427.3552 427.3552 427.3552 427. 3552 427.3552 427. 3552 370.2063 370.2063 370.2063 370.2063 370.2063 370.2063 370.2063 370.2063 370.2063 Oct Nov Dec Jan Peb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun • • • • • . 08 9.39 .42 .42 9.31 9.18 . 02 .86 8.84 8.75 8.80 8.87 Culvert . 32 .62 .65 . 65 . 55 . 42 ·" 8.10 8 . 08 7.99 8.04 .11 8.32 .62 8.65 8.65 8.55 8.42 8.25 8.10 8.08 7.99 8.04 8 .11 Culvert 7.99 8.24 8.27 8.27 8.18 8.07 7.94 7.80 7.79 7. 71 7.76 7.82 7.95 8.20 8.23 8.23 8.14 8.03 7.90 7.77 7.77 Geometry File: Existing_Low, Monthly Future_Flows 9.07 9.37 9.40 9.39 9. 30 9.17 9.01 8.86 8.84 8.75 8.80 8.87 .31 8.60 .63 . 63 .53 .41 8.24 .10 .08 7.99 8.03 .11 .31 .60 .63 .62 .53 .41 . 24 .10 . 08 7.99 . 03 .11 7.98 . 23 .26 . 25 .17 . 06 7.93 . 80 . 79 .n . 75 7.81 7.95 8.19 .22 8.21 .12 . 02 7.90 . 77 7.76 0.01 0.02 0.02 0.02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.02 0.02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.02 . 02 . 02 . 02 0.01 . 01 . 00 0.00 0.00 . 00 . 00 . 01 . 01 0.01 . 01 . 01 . 01 . 00 .00 . 00 0.00 0.00 . 00 . 01 0.01 .01 0.01 0.01 0.01 0.01 0.00 . 00 • 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.04 0.04 0.04 0.04 0.04 0.03 0.03 0.03 0.03 0.03 0.03 0.33 0.27 0.23 0.23 0.29 0.31 0.32 0.27 0.26 • 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 . 00 0.00 . 00 . 00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 . 00 2.34 5.40 5.77 5. 71 4.55 3.22 1. 87 0. 92 0.84 0.46 0.65 0.99 2.34 5.40 5.77 5. 71 4.55 3.22 1. 87 0. 92 0.84 0.46 0.65 0.99 2.34 5.40 5.77 5.71 4.55 3. :;>:;> 1.87 0. 92 0.84 0.46 0.65 0.99 2.34 5.40 5.77 5.71 4.55 3.22 1. 87 0. 92 0.84 0.46 0.65 0.99 2.34 5 .40 5.77 5.71 4.55 3.22 1. 87 0.92 0.84 5.05 5.07 5.07 5.07 5.07 5.06 5.04 5.03 5.03 5.02 5.03 5.03 5.04 5.07 5.07 5.07 5.06 5.05 5.04 5.03 5.03 5.02 5.02 5.03 5.04 5.07 5.07 5.07 5.06 5.05 5.04 5.03 5.03 5.02 5.02 5.03 9.67 11. 55 11. 77 11. 73 11. 08 10.28 9.29 8.29 8.21 7.60 7.93 8.38 9.38 11.22 11.45 11.41 10. 75 9.97 9.03 8.06 7.99 Page 24 of 25 Upper * 370. 2063 * Jul . 7. 68 * 7. 68 * 0.00 * 0. 24 * 0. 00 * . 0. 46 * . 7.39 Upper * 370.2063 * Aug . 7.73 * 7. 73 * 0.00 * 0. 24 " 0. 00 * . 0. 65 * . 7. 72 * Upper * 370.2063 * Sep . 7.79 * 7. 78 * 0.00 * 0. 27 * 0. 00 * 0. 99 * . 8 .14 * . . . • . . . . . . • Upper . 106.73.41 * Oct . 7.63 * 7 .62 * 0.02 * 0. 05 * 0. 00 * . 2.34 * • 8.24 Upper . 106.73.41 * Nov . 7.93 * 7. 91 * 0. 02 * 0. 02 * 0.00 . 5.40 * . 10.28 Upper . 106. 7341 * Dec . 8. 01 * 7. 99 * 0. 02 * 0. 02 * 0. 00 * . 5.77 * • 10.85 Upper . 106.7341 * Jan . 8.00 * 7. 98 * 0. 02 * 0. 02 * 0. 00 * . 5.71 * • 10. 79 Upper . 106.7341 * Feb • 7.85 * 7. 83 '* 0.02 * 0. 03 * 0. 00 * . 4.55 * • 9.71 Upper . 106.7341 * Mar • 7. 72 * 7. 71 * 0. 02 * 0. 04 * 0. 00 * . 3. 22 * • 8.85 Upper . 106.7341 * Apr . 7. 59 * 7. 57 * 0. 01 * 0. 07 * D. 00 * . 1.87 * • 7.92 Upper . 106.7341 * May • 7. 51 * 7. 51 * 0. 01 * D. 09 * 0.00 . 0.92 * • 7.44 Upper . 106.7341 * Jun • 7. 50 * 7. 49 * 0. 01 * 0. 10 * 0. 00 * . 0.84 * • 7.34 Upper . 106.7341 * Jul . 7.45 * 7. 45 * 0. 00 * 0 . 07 * 0. 00 * . 0. 46 * • 7.03 Upper . 106.7341 * Aug . 7. 48 * 7. 4 7 * 0.01 * 0.09 * 0.00 . 0.65 * • 7.21 Upper . 106.7341 * Sep • 7. 52 * 7.51 . 0.01 * 0 .10 * 0. DO '* 0.99 * • 7.49 . . . . . . . . . • Upper . 86.6344 * Oct . 7. 58 * 7. 57 * 0. 02 * . . . 2.34 * • 9. 6 9 Upper . 86.6344 * Nov . 7.90 7. 89 * 0.01 * . . . 5 .40 • . 11. 72 Upper * 86.6344 * Dec . 7. 99 * 7. 98 * 0. 01 * . . • 5. 77 * . 12. 26 Upper * 86.6344 * Jan . 7. 98 * 7. 97 * 0.01 * . . • 5. 71 * . 12.21 Upper * 86.6344 * Feb . 7. 82 * 7. 81 * 0.01 * . . • 4.55 * . 11 .18 Upper * 86.6344 * Mar . 7. 69 * 7.67 * 0.01 * . . • 3. 22 * . 10.35 Upper * 86.6344 * Apr 7.52 * 7.50 * 0. 02 ... . . • 1. 87 * 9.27 Upper * 86.6344 * May . 7 .41 * 7.37 * 0. 04 * . . • 0. 92 . 8 . 44 * Upper * 86.6344 * Jun 7 .40 * 7. 3 7 * 0. 04 * . • . 0.84 . . 8 . 43 * Upper * 86.6344 * Jul . 7. 37 * 7.35 * 0. 02 * . . . 0.46 . . 8.33 Upper * 86.6344 * Aug . 7. 39 * 7.36 * 0. 03 * . . • 0. 65 * . 8.37 Upper * 86.6344 * Sep . 7. 42 * 7. 3 7 * 0. 04 * . . • 0. 99 * . 8.45 . • . . . • . . • • . * Upper • 50 . . Culvert . . Upper 0.0000 * Oct • 7. 08 * 7. 08 * 0. 00 * . . . 2. 34 * . 13.90 Upper * 0.0000 * Nov • 7. 81 * 7.81 . 0. 00 * • . . 5.40 . • 16.68 Upper .. 0.0000 * Dec • 7. 92 * 7. 92 .. 0. 00 * • . . 5. 77 r . 17.10 Upper r 0.0000 .. Jan • 7.91 * 7.91 . 0. 00 * • . . 5.71 . . 17. 06 Upper .. 0.0000 * Feb • 7. 66 * 7.66 . 0. 00 * • . . 4. 55 * . 16 .11 Upper .. 0.0000 * Mar . 7. 34 * 7.34 . 0. 00 * . . . 3. 22 • • 14.89 Upper .. 0.0000 * Apr . 6 . 98 * 6. 98 . 0 . 00 * . . . 1.87 * • 13. 52 Upper * 0.0000 * May . 6 . 67 * 6. 6 7 * 0. 00 * . . . 0. 92 * • 12.35 Upper * 0.0000 * Jun . 6 . 64 * 6. 64 r 0.00 * . . . 0. 84 * • 12.23 Upper .. 0.0000 * Jul . 6 . 49 * 6.49 * 0 . 00 * . . . 0. 46 * . 11. 66 Upper .. 0.0000 * Aug . 6 . 56 * 6. 56 * 0 . 00 * . . . 0. 65 * • 11. 93 Upper .. 0.0000 * Sep . 6.68 * 6. 6 8 * 0 . 00 * . . . 0. 99 * • 12.38 ............................................................................................................................. ** ..................................................................................................................................................................................................................... Geometry File: Existlng_Low, Monthly Future_Flows Page 25 of 25 HEC-RAS version 4.1.0 Jan 2010 X X X X X X xxxxxxx X X X X X X U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California xxxxxx xxxx xxxx X X X X X X X X X X X xx X X xxxx X XXX xxxx xxxxxx X X X X X X X X X X X X X xxxxxx xxxx X X X X xxxx X X xxxx X X xxxxx ******************************************************************************** PROJECT DATA Project Title: RollingHillsFuturestorm~Flow Project File RollingHillsFutFlow.prj Run Date and Time: 2/6/2015 9:01:23 AM Project in English units Geometry File: Existing Steady Flow File: Existing_Current Project Description: Existing Condition, Storm Flows -Future Development Condition in Springbrook Basin HDR modified Existing Conditions model based on WSPG analysis of 19th Street stormdrain. Agreement was facilitated with the HEC-F.AS model by adjusting the entrance and exit coefficients. Proposed conditions were based on HNTB proposed grading east of the 167 and proposed fish ladder culvert design. Geometry File: Existing_Pipes, Current_Storm Flows Page 1 of 15 Profile Output Table Standard Table 1 ***************************************************************************************************************************************************************** * Reach * River Sta * Profile * Q Total * Min Ch El * W.S. Elev* Crit W.S. * E.G. Elev* E.G. Slope* Vel Chnl * Flow Area* Top Width* Froude # Chl * * * {cfs) * (ft} * {ft) * (ft) * (ft) * (ft/ft) * (ft/sl * (sq ft) • (ft) * ***************************************************************************************************************************************************************** Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 7155 7155 7155 7155 7155 7082 7082 7082 7082 7082 7019 7019 7019 7019 7019 6998 6998 6998 6998 6998 6869.5 6869.5 6869.5 6869.5 6869.5 6843.5 6843.5 6843.5 6843.5 6843.5 6831.5 6831.5 6831.5 6831.5 6831.5 6761.5 6761.5 6761.5 6761.5 6761.5 6736 6736 6736 6736 6736 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year so-Year 100-Year 2-Year 10-Year 25-Year SO -Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year so-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 53.70 74.00 83. 70 90.70 97.60 53 . 70 74.00 83. 70 90.70 97.60 5 3 . 70 74.00 83 . 70 90.70 97.60 53 . 70 74.00 83 . 70 90. 70 97.60 53 . 70 74.00 83 . 70 90 . 70 97.60 53.70 74.00 83.70 90 . 70 97.60 53 . 70 74.00 83 . 70 90 . 70 97.60 53. 70 74.00 83 . 70 90 . 70 97.60 53 . 70 74.00 83.70 90 . 70 97.60 Geometry File: Existing_Pipes, Current_Storm Flows 20.15 20.15 20.15 20.15 20.15 19.56 19.56 19.56 19.56 19.56 19. 67 19. 67 19. 67 19.67 19. 67 19. 52 19. 52 19.52 19. 52 19. 52 19. 20 19. 20 19 .20 19. 20 19 .20 19. 01 19. 01 19.01 19.01 19. 01 18. 89 18. 8 9 18. 89 18. 8 9 18. 8 9 18. 81 18. 81 18. 81 18. 81 18. 81 18. 70 18. 70 18. 70 18.70 18.70 22. 27 22. 68 22. 85 22. 96 2 3. 07 21.93 22. 28 22. 43 22. 53 22. 62 21. 78 22.17 22.32 22.43 22.53 21. 70 22.09 22.24 22.34 22.44 21 . 36 21. 74 21 . 89 21 . 98 22.08 21 . 33 21. 71 21 . 86 21 . 95 22.04 21 . 31 21. 69 21. 84 21. 93 22.02 21.11 21. 48 21. 61 21. 70 21. 79 20. 87 21. 26 21. 42 21 . 52 21 . 62 • 22.46 22. 91 23.10 23. 23 23.36 22.20 22. 64 22. 83 22. 95 23. 08 21.95 22. 38 22.56 22. 68 22.79 21 . 8 9 22.32 22.50 22. 62 22. 73 21. 54 21 . 97 22 .14 22. 2 5 22. 36 21. 47 21. 89 22. 06 22.17 22.28 21. 45 21. 87 22.04 22 . 15 22.25 21. 29 21. 70 21 . 86 21 . 97 22.07 21 . 1 7 21 . 60 21 . 76 21. 87 21.97 . 003017 . 002877 0.002853 .002844 .002827 . 004132 .004431 .004584 .004693 .004825 .002838 .002741 . 002748 0.002764 0.002773 .002774 . 002770 .002B06 .002B39 .002B69 0.002666 * 0. 002692 * .002766 0.002821 .002869 * . 001835 0.001906 0.001989 0.002059 0.002119 0.001792 0.001872 0.001951 0.002016 0.002078 0.002819 0.002887 0.002965 0.003015 0.003060 0.005796 0.005031 0.004787 0.004648 0.004478 3.47 3.89 4.07 4.20 4.31 4.16 4.81 5.10 5.29 5.49 3.30 .n 3.89 4.02 4.14 3.47 3.92 4.12 4.27 4.40 3.37 3.83 4.04 4.19 4.33 3.01 3.45 3.67 3.83 3.97 2.94 3.38 3.59 3.74 3.88 . 38 3.83 4.04 4.18 4.32 4.41 4.71 4.83 4.91 4.97 15.50 19.38 21.13 22.36 23.59 13 .17 16. 20 17.56 18. 51 19. 4 7 16 . 29 20.39 22 . 23 23.54 24.86 15.87 20 .11 22.00 23. 32 24. 6 3 16.19 20.39 22.21 23.48 24.73 18. 50 22.69 24.33 25.42 26.51 18. 59 22.93 24. 78 26.02 27.31 16.04 20. 23 22.32 23.80 25. 25 12 .26 17. 72 20.43 22.42 24.86 9.U 10.10 10. 52 10. 81 11. 09 7.go 9.06 9.53 9.83 11. 20 9.79 11 . 45 12.14 12.86 13.59 10 .15 11. 97 12.64 13 .14 13. 80 10.03 12.10 12.87 13. 33 13. 76 10. 65 11. 23 11. 45 11 . 85 12.12 10.30 12.63 12.90 13 . 42 14.61 .64 14.33 16.01 16.47 17.25 . 91 16.94 18.75 21. 24 26. 24 .46 .46 ·" 0.47 . 47 .52 0.55 . 57 0.58 0.59 0_44 0.45 0 .45 0.46 0.16 0.45 0.46 0.47 0.47 .48 0.43 0.45 0.46 0.47 0.47 0.38 0.40 0. 41 0.42 0.43 0. 3'1 0.39 0.40 0.41 0.42 0.44 :J. 46 0.47 0.48 .48 0.62 0.60 .59 0.58 0.58 Page 2 of 15 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 6722 6722 6722 6722 6722 6600 5787 5787 5787 5787 5787 5777 5777 5777 5777 5777 5764 5764 5764 5764 5764 5755 5755 5755 5755 5755 5727 5727 5727 5727 5727 5719 5719 5719 5719 5719 5699 5699 5699 5699 5699 5670 5670 5670 5670 5670 5641.5 5641.5 5641.5 5641.5 5641.5 2-Year 10-Year 25-Year if 50-Year if 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50 -Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 53. 70 74. 00 83.70 90.70 97.60 Culvert 53.70 74.00 83. 70 90.70 97.60 53.70 74. 00 83. 70 90.70 97.60 53. 70 74.00 83.70 90. 70 97. 60 53. 70 74. 00 83. 70 90. 70 97. 60 53. 70 74. 00 83.70 90.70 97. 60 53.70 74.00 83.70 90.70 97.60 53.70 74.00 83.70 90.70 97. 60 53. 70 74. 00 83.70 90. 70 97.60 53.70 74. 00 83.70 90.70 97.60 Geometry File: Existing_Pipes, Current_Storm Flows 18.23 18.23 18.23 18.23 18.23 16.40 16. 40 16 .40 16 .40 16.40 16.40 16.40 16.40 16. 40 16.40 17.04 17.04 17.04 17.04 17.04 16.71 16 . 71 16. 71 16. 71 16. 71 16. 64 16 . 64 16. 64 16. 64 16. 64 16.41 16.41 16.41 16.41 16. 41 16.51 16.51 16.51 16.51 16.51 16. 1 7 16. 1 7 16 .17 16 .1 7 16.17 15.73 15.73 15.73 15.73 15.73 20.34 20.76 20.92 21.03 21.11 19. 45 19.93 20.17 20.35 20.52 19. 3 9 19.87 20 .11 20. 28 20 .46 19 .27 19. 73 19. 98 20.16 if 20.36 19.28 19.74 19.99 20.18 20.37 19 .13 19. 62 19.90 20 .10 20.31 19 .11 19.60 19.88 20. 08 20 . 28 18. 99 19.52 19.82 20.03 20.24 18.91 19.44 19.75 19. 96 20.18 18. 84 19. 38 19.70 19.93 20. 15 • 20. 34. 20. 76 20. 92 21. 03 21.11 • • 21. 01 21. 46 21. 63 21. 74 21. 85 19. 49 19. 98 20.23 20 .41 20.58 19 .48 19. 97 20.22 20. 3 9 20.57 19. 45 19. 94 20. 19 20.36 20.54 19. 4 0 19. 8 9 20 .14 20.32 20.51 19. 26 19. ri 20.03 20.23 20.42 19.23 19. 7 3 20 . 01 20. 20 20. 40 19 .13 19. 66 19. 94 20.15 20. 35 19. 00 19. 55 19.86 20.07 20 .29 18. 92 19.48 19. 79 20.01 20. 23 0.017255 0.013350 0.012052 0.011472 0. 011264 0.000722 0.000723 0.000696 0.000677 0.000655 0. 001126 0. 001132 0.001069 0.001015 0.000952 0. 002896 0.002799 0.002437 0.002144 .001856 0.005045 0.004647 0.004083 0.003677 0.003163 0.004524 0.004030 0.003370 .002931 0.002549 .004093 .003569 0.003063 0. 002723 0. 002410 0.005580 0.004074 0.001254 0. 002806 0.002425 0.002975 0. 002651 0.002355 0.002121 0.001892 0.002520 0.002282 0.001952 0.001748 0.001561 6.54 6.73 6.81 6.90 7.03 2.01 2.26 2.34 2.39 2.43 2.50 2.76 2.83 2.86 2.87 3.38 3.67 3.68 3.63 3.55 2.81 3.06 3.08 3.07 2.98 2. 92 3 . 15 3 . 09 .01 2.93 2.75 2 .97 2.95 2.92 2.87 3.00 3.06 2 .96 2.90 2.83 2.47 2.70 2.73 2. 72 2.68 2.32 2.52 2.49 2.46 2.42 8.21 11. 55 13. 52 14. 84 15.96 36. 41 45. 56 50. 28 53.66 57. 07 30.39 40 .11 45. 82 50.54 55 . 67 15. 90 20.27 24.25 28.10 32.58 1 9 .1 3 24.48 28. 3 9 32.46 37 .41 19. 31 if 27.57 33.88 if 38. 73 43. 72 20.32 27.91 33.33 37.68 42.36 18 . 54 27. 84 33.88 38 . 51 43. 4 5 22.18 29. 20 33 . 72 38.17 42. 90 23.99 32 . 80 3 9. 03 43.85 49. 00 6.33 11. 30 12.43 13. 02 13.45 18. 55 19. 40 19. 52 19.58 19.64 20.04 21.13 25.78 28.39 29.51 8.94 12.87 18.83 22 .10 24.46 10.52 13. 53 18 . 40 25. 03 25. 85 13. 62 20. 92 23.59 24.07 24.55 13.39 18.01 20.87 22.16 23.43 15.93 19. 31 21.18 22.51 23. 85 11. 99 14.23 18. 06 20. 98 22 .14 • 13.54 18.50 20. 71 22.16 if 23. 62 if .01 0.92 0.89 0.87 0.87 .22 0.23 .23 .23 0.23 0.29 0.29 0.29 0.28 0.28 0.45 0 .44 0.12 0.10 . 38 . 37 . 36 0.34 . 33 0.31 0.35 0.34 0.32 0.30 .28 G.34 0.33 0.31 0.30 0.28 . 40 . 36 0.33 . 31 0.29 . 2 9 .29 .28 0.27 .25 0.26 0.25 0.21 0.23 0.22 • Page 3 of 15 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper * Upper Upper 5618.5 5618.5 5618.5 5618.5 5618.5 5595.5 5595.5 5595. 5 5595. 5 5595.5 5581 5581 5581 5581 55Bl 5566.5 5566.5 5566.5 5566. 5 5566.5 5550.5 * 5550.5 * 5550.5 * 5550.5 * 5550. 5 • * 5537 5537 5537 5537 5537 5507 5507 5507 5507 5507 5490 5490 5490 5490 5490 5458 5458 5458 5458 5458 5387 5387 5387 5387 5387 5313 5313 5313 5313 5313 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year SO-Year 100-Year 2-Year 10 Year 25"Year 50-Year 100-Year * 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 53.70 * 74.00 83. 70 90.70 97.60 53.70 74. 00 83.70 90. 70 97. 60 53. 70 74. 00 83. 70 90. 70 97.60 53.70 74.00 * 83.70 90.70 * 97. 60 * 53. 70 74. 00 83. 70 90. 70 97.60 53. 70 74. 00 83. 70 90. 70 97. 60 53. 70 74. 00 83.70 90. 70 97. 60 53. 70 * 74.00 * 83. 70 90. 70 97.60 53. 70 74. 00 83. 70 90. 70 97.60 53. 70 74.00 83.70 90.70 97. 60 53.70 * 74.00 * 83.70 90.70 97. 60 * Geometry File: Existing_Pipes, Current_Storm Flows 16.25 16 . 25 16.25 16.25 16.25 15.59 15.59 15.59 15.59 15.59 15.47 15 .47 15 .47 15 .47 15 .47 15.37 15.37 15.37 15.37 15.37 15.31 15.31 15.31 15.31 15.31 15.09 15.09 15.09 15.09 15.09 15.19 15.19 15.19 15.19 15.19 14. 73 14. 73 14.n 14.n 14.n 15.03 15.03 15.03 15.03 15.03 14.90 14.90 14.90 14.90 14.90 14.29 14.29 14.29 14.29 14.29 18.63 19. 21 19.57 19. 82 20.06 18.54 19.15 19. 53 19. 78 20. 03 18.45 19. 05 19. 44 19. 70 19.99 18.41 19. 02 19. 44 19.74 20. 03 18.38 19. 01 19. 4 7 19. 75 20. 03 18.33 18.96 19. 46 1 9. 75 20. 03 18.23 18.99 19. 4 7 19. 75 20. 03 18.29 18.99 19. 46 19. 74 20. 03 18 .11 18. 97 19. 46 19. 74 20. 03 17.79 18.95 19. 45 19. 74 20. 02 17.83 18.94 19. 44 19.73 20. 02 17. 64 17.30 17.28 16. 02 18.81 19. 39 19.72 19.95 20.18 18.66 19. 28 19.64 19. 8 8 20.12 18.59 19. 22 19. 59 19.84 20. 09 18.55 19.18 19.55 19.80 20.06 18. 52 19. 14 19.52 19.78 20.05 18.49 19. 12 19.51 19.77 20.05 18.41 19.05 19. 4 9 19.76 20.04 18. 36 19. 03 19.48 19.76 20.04 18.30 19.02 19.47 19.75 20.03 18.06 18. 97 19.46 19.74 20.02 17.91 18. 95 19. 45 19.74 20. 02 .008701 0.005805 .004137 .003332 0.002731 . 004138 .003265 .002581 . 002291 .001975 . 004891 .004368 . 003533 . 003102 .002216 0.001878 0.001728 0. 001102 0.000647 0.000397 0.001880 . 001587 . 000600 .000353 .000224 0. 002128 0.001663 .000578 . 000348 . 000225 . 003042 .000940 .000331 .000209 . 000142 . 0007'.,6 .000458 .000214 .000147 .000106 .002858 .000729 . 000251 .000159 .000109 .003788 .000419 0.000160 . 000108 .000077 . 000668 . 000113 .000061 .000047 .000037 . 43 3.42 3.19 3.04 2. 91 2.85 2 . 93 2.82 2.78 2.69 2.99 3.27 3.18 3 .13 2.78 2. 96 3.22 2. 81 2.28 .88 2.97 2. 96 2.03 .66 1. 39 3.19 * 3.28 2.13 . 74 .47 3.39 2.34 .55 .30 . 13 2.09 . 92 .44 1.26 .12 3.56 2.19 .41 1. 18 . 02 4.25 * . 83 .23 .06 0.94 2.25 .15 0.92 0.84 0.77 15.66 23. 72 30. 85 36. 27 41. 95 21.05 31. 58 39. 00 45 .22 52.08 18. 08 24.05 30.33 35.99 73.41 18 .15 23. 72 70.70 123 .14 174. 60 18.06 45 .43 129.19 182.91 236.76 17.01 49. 05 143.10 198.81 254.88 15. 93 105.66 198.44 254.67 311._1g 25. 86 98.46 189.99 245.66 301.57 15. 3 7 132. 52 239.48 302.85 366.03 15 .12 179. 43 290.23 355. 32 420 .49 34. 2 9 256.65 365.84 430.J6 495.05 10.10 17.93 21. 09 22.56 24. 00 14. 33 18 . 90 20. 77 26. 20 28. 73 7. 92 61. 47 100.92 133. 82 164.43 107.62 156.87 174.35 1 77. 17 179.65 122. 53 * 177.08 * 187.84 191. 55 193.20 * 122.39 182. 62 191. 86 197.12 199.75 132. 33 190.66 197.65 200.75 203 52 150.42 191.26 194. 99 197.22 199.59 174.43 216.99 221.18 223.16 224.52 162.76 218.15 224.13 227.57 230. 96 195.32 214.66 221.30 225.12 228.71 0.47 0.40 0.35 0.32 0.29 :J. 32 0. 2 g . 27 . 25 0.24 0.34 0. 3.3 0. 3(; 0.29 0.25 0.34 0.33 0.27 0. 21 0.17 . 34 0.33 0.21 0.16 0.13 0.36 0.33 0.2G 0.16 0.13 0.43 . 25 0. 15 0.12 (l. 1 0 0.24 0. 19 0.13 0.11 0.10 0.40 0.21 0.13 O.lC 0.09 0 .48 0.17 0.11 0.09 0.08 0. ?.3 0.10 .08 0.07 0.06 Page 4 of 15 Upper Upper Upper Upper Upper Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Lower Lower Lower Lower Lower Lower 5000 5000 5000 5000 5000 4902. 779 4902.779 4902.779 4902. 779 4902.779 4786.615 4786.615 4786.615 4786.615 4786.615 4687.476 4687.476 4687.476 4687.476 4687.476 4581.304 4581.304 4581.304 4581.304 4581.304 4474.428 4474.428 4474.428 4474.428 4474.428 4374.147 4374.147 4374.147 4374.147 4374.147 4278.601 4278.601 4278.601 4278.601 4278.601 4250 4226.556 4226.556 4226.556 4226.556 4226.556 3676 3676 3676 3676 3676 3600 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100 -Year 53. 70 74.00 83 . 70 90. 70 97. 60 . 00 24.00 37.00 45.00 53.00 3.00 24.00 37. 00 45. 00 53.00 3.00 24.00 37.00 45.00 53. 00 3.00 24.00 37. 00 45. 00 53. 00 3.00 24. 00 37.00 45. 00 53. 00 3.00 24.00 37. 00 45. 00 53.00 3.00 24.00 37.00 45.00 53.00 culvert 3.00 24.00 37.00 45.00 53.00 62. 00 68.00 69.00 71.00 73.00 culvert Geometry File: Existing_Pipes, Current_Storm Flows 13.90 13.90 13.90 13.90 13.90 15.99 15.99 15.99 15.99 15.99 15.55 15.55 15. 55 15.55 15. 55 14.98 14. 98 14. 98 14.98 14. 98 14.75 14.75 14. 75 14. 75 14. 75 15. 33 15.33 15.33 15.33 15.33 14.33 14.33 14.33 14.33 14. 33 16. 8 9 16. 8 9 16. 8 9 16. 8 9 16. 8 9 1 7. 1 7 1 7. 1 7 1 7. 1 7 1 7. 1 7 1 7. 1 7 14.50 14.50 14. 50 14.50 14. 50 17. 69 18.92 19.43 19.72 20. OJ 17.71 18.92 19. 43 19.72 20.01 17.71 18. 92 19. 43 19.72 20.01 17.71 18. 92 19. 43 19. 72 20. 01 17.71 18.92 19. 43 19. 72 20. 01 17,71 18 .92 19.43 19. 72 20 . 01 17. 71 18. 92 19.43 19. 72 20 . 01 17.71 18. 92 19. 43 19. 72 20. 01 17 .14 17.43 17. 60 17.80 18.70 17.58 18.81 19. 38 19. 71 20.03 1 7. 02 17.19 17.24 17.27 17.29 17 .14 17.43 17.50 17.53 17.56 16 .19 16 .28 16. 29 16. 32 16. 35 -· 17.73 18. 92 19.43 19. 72 20. 01 17. 71 18. 92 19. 43 19. 72 20.01 17.71 18. 92 19. 43 19. 72 20. 01 17. 71 18. 92 19. 43 19. 72 20. 01 17. 71 18 . 92 19.43 19.72 20. 01 17. 71 18 . 92 19.43 19. 72 20.01 17. 71 18. 92 19.43 19. 72 20. 01 17,71 18. 92 19. 43 19. 72 20. 01 17.21 17. 52 17. 64 17. 82 18. 70 17.70 18.85 19 .40 19. 72 20.04 0.000438 0.000057 0.000033 0.000026 0.000021 0.000000 0.000003 0.000004 0.000004 0.000004 • 0.000000 0.000001 0.000002 0.000002 0. 000002 * .000000 .000001 0.000001 .000001 .000001 .000000 0.000001 0.000001 .000001 .000001 0.000000 0.000000 0.000001 0.000001 0.000001 0.000000 0.000000 0.000001 0.000001 0.000001 . 000005 * 0.000004 0.000004 0.000004 0.000004 0.070907 0. 027918 0.008386 0.001978 0.000027 0. 001460 * 0.000327 0.000137 0. 000092 0.000065 . 74 0.81 .67 0.62 0.58 0.01 0.05 0.06 0.07 0.07 0.01 0.04 0.05 0.05 0.05 0.01 0.03 0.04 0.05 0.05 0.01 0.03 0.04 0.04 0.05 0.01 0.02 0.03 0.03 0.04 0.01 0.02 0.03 0.03 0.04 0.02 0.04 0.05 0.05 0.06 2.12 1. 63 1. 08 0.30 • 2.81 1. 75 * 1.25 * 1. 08 0.95 • • 45.85 327.45 447.61 516.55 581.53 276.05 534.93 646.84 711. 45 775.35 406.10 745.63 892.65 977.38 1061.15 492. Hi 857.56 1018.39 1111. 04 1202. 59 539.53 932.69 1112. 01 1218.33 1325.58 665.34 1162. 27 1373.09 1494.24 1613.79 672.46 1183. 60 1401.92 1527. 38 1651.17 152. 05 568.15 761.39 875.93 989.01 .42 10.22 22.18 42.27 245.51 26. 65 90. 92 154.13 190.31 226.68 225.74 234.80 235.94 236.60 237.21 206.56 218.35 220.92 222.25 223.42 271.74 287.27 289.92 291.40 292.85 28 9. 83 313.45 317.12 318.56 319.98 303.85 343.94 360.17 369 .45 * 378.58 407.75 412.82 415.04 416.31 417.57 398.62 427. 54 429.80 431.09 432.36 318.34 368.84 390.07 393.86 394. 93 10. 31 55.24 84. 77 110. 39 247.39 40 .49 109.95 111. 53 112. 42 113. 32 0.19 0.07 0.06 0.05 0.05 0.00 0.01 0.01 0.01 0.01 0.00 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Q.01 0.01 0.01 0.01 .00 1 . 04 0.62 0.32 0.05 0. 32 0.16 0 .11 0.09 0.08 Page 5 of 15 Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower 3423.989 3423.989 3423.989 3423.989 3423.989 3393.683 3393. 683 3393.683 3393. 683 3393. 683 3300 3060 3060 3060 3060 3060 3056 3056 3056 3056 3056 3000 2755 2755 2755 2755 2755 2751 2751 2751 2751 2751 2700 2543 2543 2543 2543 2543 2539 2539 2539 2539 2539 2500 2203 2203 2203 2203 2203 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 2S-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2 -Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year so-Year 100-Year 62.00 68.00 6 9. 00 71 . 00 73.00 52.00 58.00 6 9. 00 71. 00 73.00 Culvert 62.00 68.00 6 9. 00 71. 00 73.00 62.00 68.00 6 9. 00 71. 00 73.00 Culvert 62.00 68.00 6 9. 00 71. 00 73.00 77. 00 84.00 82.00 82.00 82.00 Culvert 77.00 84.00 82.00 82.00 82.00 77. 00 84.00 82.00 82.00 82.00 Culvert 77. 00 84 . 00 82.00 82.00 82.00 Geometry File: Existing_Pipes, Current_Storm Flows 12.59 12. 59 12. 59 12. 59 12.59 12. 5 9 12. 59 12.59 12.59 12.59 11. 62 11. 62 11. 62 11, 62 11. 62 11. 62 11. 62 11. 62 11. 62 11. 62 11.16 11.16 11.16 11.16 11.16 11.16 11.16 11.16 11. 16 11.16 10.80 10.80 10.80 10.80 10.80 10.80 10.80 10.80 10.80 10.80 10. 2 9 10. 29 10. 29 10 .29 * 10 .29 * 15.59 17. 72 18.24 18.50 18.75 15.67 17. 74 18.26 18. 52 18.77 15.30 17.50 18. 00 18. 24 18.47 15.30 17.50 18.00 18.24 18.47 15.05 17.24 17.73 17. 94 18.15 14. 94 17.19 17.70 17. 92 18 .14 14.56 16 .84 17.35 17.57 17.78 14.56 16. 84 17.35 17.57 17.78 14.07 16 . 40 16. 92 17 .14 17. 35 14.25 14.35 14.37 14 .40 14.44 13 .29 13. 40 13. 41 13.44 13.48 13. 09 13.20 13. 1 7 13 .17 13. 1 7 12.73 12. 84 12.81 12. 81 12. 81 15.93 17. 84 18.35 18.60 18. 85 15.89 17. 83 18. 34 18.59 18.84 15.47 17.57 18 . 07 18. 30 18. 53 15.46 17. 57 18. 06 18.30 18. 53 15.19 17. 31 17,79 18.00 18. 21 15.18 1 7. 30 17 . 78 18. 00 18 . 21 11. 80 16. 95 17. 44 17.65 17.86 14.80 16. 94 17.43 17.65 1 7. 86 14.31 16 . 51 17. 01 17. 22 17.42 0.001176 0.000276 0.000198 0.000178 0.000162 0.000652 0.000167 0.000122 0.000110 0.000101 0.000383 * 0.000135 * . 000112 0.000108 * 0.000105 * 0.000384 0. 000135 0. 000112 0.000108 0.000105 0.000334 0.000125 0.000105 0.000103 0.000100 0.000554 0.000194 0.000151 0. 000138 0.000127 0.000564 0.000195 0.000151 0. 000139 0. 000128 0.000566 .000195 0.000151 0.000139 0. 000128 0.000558 0. 000191 * 0.000147 0. 000136 0.000126 4.70 2.84 2.59 2.53 2.49 . " 2.37 2.17 2.13 2.10 3.24 2.18 2.02 2.00 . 99 3.24 2.18 2.02 2.01 . 99 3.07 2 .11 . 97 1. 96 1. 95 3. 92 2.62 2.35 2.27 2.20 3.95 2.!13 2.35 2.27 2.20 3.95 2.63 2.35 2.27 2.20 3.93 2.60 2.33 2.25 2.18 U.19 23. 95 26.69 28. OJ 29. 33 16.44 28. 65 31.78 33. 30 34. 82 19 .13 31. 24 34.08 35 .41 36.75 19 .11 31.23 34.08 35.41 36.74 20. 20 32.26 35.02 36 .24 37 .46 19 .63 32.02 34.86 36 .11 37. 35 19.50 31.98 34 . 85 36.08 3 7. 31 19. 47 31.98 34.85 36. 08 3 7. 30 19 .59 32.29 35.22 36. 43 37.63 4.80 5.24 5.27 5.28 5.30 5.68 6.19 6.34 .41 .48 5.39 5.63 5. 68 5.71 S.73 5.39 5. 63 5.68 5.71 5.73 5.40 5.62 5.67 5.69 5.71 5.38 5.61 5.66 5.69 5.71 5.37 5.59 5.64 5.66 5.68 5.37 5.59 5.64 5.66 5.68 5.35 5.57 5. 62 5. 64 5.66 . 50 . 23 . 20 .19 .18 a. 3 9 .19 .17 0.16 .15 0.30 0.16 0.15 0. 14 . 14 0.30 0. 16 0.15 0.14 0. 14 .28 0.15 0.14 0.14 0 .13 . 36 .19 0.17 0.16 0.1S 0.37 0. J 9 0.17 0. 16 .15 0.37 0.19 0.17 0.16 0.15 0.36 0.19 0.16 0. u; a. 1 s Page 6 of 15 Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower 2199 2199 2199 2199 2199 2100 2030 2030 2030 2030 2030 2026 2026 2026 2026 2026 2000 1497 1497 1497 1497 1497 1493 1493 1493 * 1493 1493 * 1400 1001 1001 1001 1001 1001 997 997 997 997 997 900 4 90 490 490 490 4 90 486 486 486 486 486 450 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 2S-Year SO-Year 100-Year 2-Year 10-Year 2S-Year SO-Year 100-Year 2-Year 10 Year 2S-Year SO-Year 100-Year 77. 00 84.00 82 . 00 82 . 00 82 . 00 Culvert 77.00 84.00 82.00 82.00 82.00 77.00 84.00 82.00 82.00 82.00 Culvert 77. 00 84. 00 82. 00 82.00 82.00 77. 00 84.00 82.00 * 82.00 82.00 Culvert 77.00 84.00 82. 00 82. 00 82. 00 77.00 84. 00 82.00 82. 00 82. 00 Culvert 77.00 84.00 82.00 82.00 82.00 77.00 84.00 82.00 82.00 82.00 Culvert Geometry File: Existing_Pipes, Current_Storm Flows 10.29 10.29 10.29 10. 29 10.29 9.94 9.94 9.94 9.94 9.91 9.94 9.94 9.91 9.94 9.94 9.14 .14 .14 .14 9.14 9 .14 9.14 9 .14 9.14 9 .14 8.48 8.48 8.48 8.48 8.48 8.48 8.48 8.48 8.48 8.48 7.72 7.72 7.72 7.72 7.72 7.72 7.72 7.72 7.72 7.72 14.07 16.40 16.92 17.14 17.35 13. 69 16.05 16.59 16.80 17.01 13. 68 16.05 16 . 58 16. 80 17. 01 13. 05 15.45 16.00 16.21 16 .42 13 .04 15 .45 16.00 16.21 16.41 12.58 14. 92 15. 4 9 15.69 15.90 12. 57 14. 92 15. 49 15. 69 15. 90 12.12 14.33 14.92 15. 12 15. 32 12.11 14.33 14. 92 15.12 15. 32 * 12.22 12.33 12.30 12.30 12.30 11. 87 11.98 11.95 11. 95 11. 95 11.07 11.19 11.15 11.15 11.15 l O . 41 10.52 10.49 10 .49 10 .49 9.65 9.76 9.73 9.73 9.73 14. 31 16.50 17.01 17.22 17.42 13. 93 16 .16 16 . 67 16 . 88 17.08 13. 93 Hi .16 16. 67 16.87 17.08 13 . 27 15. 55 16. 08 16. 28 1 6. 49 13. 27 15. 54 16. 08 16. 28 16 .48 12. 78 15. 01 15. 56 15.77 15. 97 12.78 15.01 15.56 15. 76 15. 97 12. 2 9 14. 42 14.99 15.19 15.39 12.29 14.42 14. 99 * 15. 19 15.39 • 0.000560 0.000191 o. 000140 0. 000136 0.000126 0.000575 0.000192 0.000148 0. 000136 0. 000126 0.000577 0.000192 0.000148 0.000136 0.000126 0.000519 0.000179 0. 000138 0.000128 0.000119 0.000521 0.000179 0.000138 0.000128 0.000119 0.000461 0. 000172 0. 000132 0.000123 0.000114 0.000462 .000172 .000132 .000123 .000114 0.000386 0.000162 0. 000125 0. 000116 0.000109 0.000387 0.000162 0.000125 0. 000116 0.000109 3.94 2.60 2.33 2.25 2.18 . 98 2.60 2.33 2.25 2.18 3.98 2.60 2.33 2.25 2.18 3.82 2.53 2.26 2.19 2 .12 .82 2.53 2.26 2.19 2.12 3.64 2.18 2.22 2.15 2.09 3.64 2.48 2.22 2.15 2.09 3.39 2 .42 2.16 2.10 2.04 * .39 2 .42 2.16 2.10 2.04 19.56 32.28 35.21 36.42 37. 63 19. 36 32.26 35.22 36.41 37. 60 19. 34 32.25 35.22 36.41 37. 59 20.18 * 33. 21 36. 27 37.44 38.61 20 .15 3 3. 20 36.27 37.43 38.60 21.15 33. 85 37. 00 38.15 3 9. 30 21.13 33.81 36.99 38 .14 39. 29 22. 71 34. 68 37.93 39.06 40.20 22.69 34.68 37.93 3 9. 06 40.19 . 35 . 57 5.62 5.64 5.66 5.34 5.55 5.60 5.62 5.64 5.34 5.55 5.60 5.62 5.64 5.33 5.53 5.58 5.60 5.61 5.33 5.53 5.58 5.60 5.61 5.33 5.51 5.56 5.58 5.59 5.33 5.51 5.56 5.58 5.59 5.33 5.50 5.54 5.56 5.57 5.33 5.50 5.54 5.56 5.57 0.36 0.19 0.16 0.16 0.15 0.37 0.19 .16 .16 .15 0.37 .19 .16 .16 .15 0.35 0.18 0.16 0.15 0.14 . 35 0.18 0.16 0.15 0 .14 0.32 0.18 0.15 0.14 0.14 . 32 0.18 0.15 0.14 0.14 0.29 0.17 0.15 0.14 0.13 0.29 0.17 0.15 .14 0.13 Page 7 of 15 Lower * 427.3552 * 2-Year . 77. 00 * 7 .50 .. 12.05 * . 12. 06 * 0.00005.3 * 0. 83 * 102.53 * 37.28 . 0.08 Lower * 427.3552 * 10-Year . 84. 00 * 7. so .. 14.17 * • 14.17 * 0.000012 0. 55 * 194.95 * 49. 97 * 0.04 Lower * 427 .3552 * 25-Year . 82. 00 * 7. 50 .. 14.75 * • 14.75 * 0. 000008 * 0 .48 * 225.06 * 53. 46 .. 0.03 Lower * 427 .3552 * 50-Year . 82. 00 * 7. 50 * 14.95 * • 14. 95 .. 0. 000007 * 0. 46 * 235.87 * 54. 66 .. 0.03 Lower * 427.3552 . 100-Year .. 82. 00 * 7. 50 '* 15.15 * • 15. 15 '* 0. 000007 * 0. 44 .. 246.91 r 55. 86 .. 0.03 . . • • . . • . . . . . Lower * 370.2063 .. 2-Year . 77.00 * 7. so r 12. 05 r • 12.06 r 0.000054 * 0. 84 .. 102.50 * 37. 34 r 0.08 Lower * 370.2063 .. 10-Year . 84.00 * 7. 50 .. 14 .17 * . 14. 1 7 .. 0. 000012 .. 0. 54 r 195.25 * 50 .13 * 0.04 Lower * 370.2063 * 25-Year . 82.00 * 7. 50 * 14. 75 * . 14. 75 0. 000008 * 0. 48 * 225.47 * 53. 64 * 0.03 Lower * 370.2063 * SO-Year . 82.00 * 7. 50 * 14.95 * . 14. 95 r 0.000007 * 0. 46 * 236.31 * 54.85 * 0.03 Lower * 370.2063 * 100-Year * 82.00 * 7. 50 * 15.15 * . 15.15 * 0. 000007 * 0 .44 * 247.40 '* 56.05 * 0.03 . . . . • . . . . . . Lower * 106.7341 * 2-Year . 77.00 * 7. 30 * 12.03 . . 12.04 * 0. 000049 * 0.81 * 105.03 * 37.18 0.07 Lower * 106. 7341 * 10-Year . 84. 00 r 7. 30 * 14 .16 * . 14 .17 * 0. 000012 * 0. 54 * 197.87 * 49.95 * 0.04 Lower * 106. 7341 * 25-Year 82. 00 r 7. 30 * 14. 75 * 14.75 * 0. 000008 * 0. 4 7 * 228.03 * 53 .45 0.03 Lower * 106.7341 * SO-Year 82. 00 r 7.30 * 14. 95 * . 14.95 * 0. 000007 * 0 .45 * 238.85 * 54. 65 0.03 Lower * 106. 7341 * 100-Year 82. 00 r 7.30 * 15.15 * . 15 .15 * 0. 000006 * 0.44 * 249.90 * 55.85 0.03 • . . . . • . . . • . . . * Lower * 86.6344 * 2-Year . 77. 00 * 7. 30 * 12. 03 r 8. 50 * 12. 04 * 0. 000045 * 0. 79 * 107.71 * 37 .18 .. 0.07 Lower r 86.6344 * 10-Year . 84.00 * 7.30 * 14 .16 8. 56 * 14 .17 * 0.000011 * 0. 53 * 200.56 * 49.95 * 0.04 Lower * 86.6344 * 25-Year . 82. 00 * 7.30 * 14.75 .. 8. 54 * 14. 75 * 0.000007 * 0.46 . 230.72 * 53. 45 .. 0.03 Lower * 86.6344 * SO-Year . 82. 00 * 7.30 * 14. 95 .. 8 . 54 * 14.95 * 0.000007 * 0 .45 *' 241.54 * 54.65 .. 0.03 Lower r 86.6344 ... 100-Year * 82. 00 * 7.30 * 15. 15 8 . 54 * 15 .15 * 0.000006 * 0 .43 * 252.60 * 55. 8 5 r 0.03 . . . • . . . • Lower . 50 . * Culvert * . . . . . . . • . . . • Lower "* 0.0000 ... 2-Year • 77. 00 '* 5.00 * 11. 70 "* 6 . 46 * 11. 71 * 0.000023 * 0. 64 .. 1 ?.8. 66 * 35. 19 * 0.05 Lower "* 0.0000 ... 10 Year . 84. 00 "* 5. 00 * 13. 80 "* 6 . 53 * 13. 80 * 0. 000008 * 0. 4 7 * 215.77 * 47. 78 "* 0.03 Lower "* 0.0000 * 25-Year • 82. 00 "* 5.00 . 14 .40 "* 6 . 51 * 14. 40 * 0.000005 * 0. 41 .. 245.52 * 51. 37 * 0.03 Lower "* 0.0000 . 50-Year • 82. 00 ... 5.00 . 14. 60 "* 6 . 52 * 14. 60 * 0.000005 * 0.40 255.91 * 52.57 * 0.03 Lower "* 0.0000 * 100-Year * 82.00 .. 5.00 . 14. BO * 6. 51 * 14. 80 "* 0.000004 0. 3 9 "* 266 .55 * 53. 77 * 0.02 ******"******************** ....... ****** .. *********** ........................................ ************"**'***** ........... **** .. ****** .............. * .............................................. ****"******** .. **** ............. **** Geometry File: Existing_Pipes, Current_Storm Flows Page 8 of 15 Profile Output Table -Standard Table 2 ************************************************************************************************************************************************ * Reach * River Sta * Profile * E.G. Elev W.S. Elev Vel Head* Frctn Loss C & E Loss * Q Left * Q Channel * Q Right* Top Width* (ft) (ft) * (ft) (ft) {ft) * (cfs) * (cfs) * (cfs) * (ft) * ************************************************************************************************************************************************ Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 7155 7155 7155 7155 7155 7082 7092 7082 7082 7082 7019 7019 7019 7019 7019 6998 6998 6998 6998 6999 6869.5 6869.5 6869.5 6869.5 6869.5 6843.5 6843.5 6843.5 6843.5 6843.5 6831.5 6831.5 6831.5 6831.5 6831.5 6761.5 6761.5 6761.5 6761.5 6761.5 * 6736 6736 * 6736 6736 6736 6722 6722 6722 6722 6722 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year SO-Year 100-Year 2 -Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year so-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 22.46 22. 91 23 .10 23.23 23 . 36 22.20 22.64 22.83 22. 95 23. 08 21.95 22.38 22.56 22.68 22. 79 21. 89 22 .32 22.50 22.62 22.73 21.54 21. 97 22. 14 22. 25 22. 36 21. 47 21. 8 9 22. 06 22 .17 22 .28 21. 45 21.87 22. 04 22 .15 22.25 21.29 21.70 21.86 21. 97 22.07 21.17 21.60 21.76 21. 87 21.97 21. 01 21. 46 21. 63 21. 74 21. 85 Geometry File: E•lstlng_Pipes, Current_Storm Flows 22.27 22.68 22.85 22 .96 23 . 07 21 . 93 22.28 22.43 22.53 22.62 21. 78 22 .17 22 .32 22 .43 22.53 21 . 70 22.09 22 .24 22.34 22.44 21. 36 21. 74 21.89 21.98 22.08 21 . 33 21.71 21.86 21.95 22.04 21.31 21.69 21. 84 21.·93 22. 02 21.11 21.48 21. 61 21.70 21. 79 20. 87 21. 26 21.42 21. 52 21.62 20. 34 20.76 20. 92 21.03 21.11 0. 19 0.23 0.26 0.27 0.29 0.27 0.36 0.40 0.43 0.46 0.17 0.21 0.23 0.25 0.26 0. 19 0.23 0.26 0.27 0.29 0.18 0.22 0.25 0.27 0.28 0 .14 0.18 0.21 0.22 0.24 0 .13 0.18 0.20 0.21 0.23 0.18 0.23 0.25 0.27 0.28 0.30 . 33 .34 . 35 . 35 .66 . 70 0.70 0.71 0.73 0.26 0 .26 . 26 0.26 0.27 0.21 0.22 0.22 0.22 0.23 0.06 0.06 0.06 0.06 0.06 0.35 0.35 0.36 0.36 0.37 0.06 0.06 0.06 0.06 0.06 0.02 0.02 0.02 0.02 0.02 0.16 0.16 0.17 0.17 0.18 0.10 0.10 0.09 0.09 . 09 0 .13 .11 0.10 . 0 9 . 09 0.01 o . 01 0.01 0.02 0.02 0.03 0.04 0.05 0.05 0.06 0.00 0.00 0.00 0.00 0.00 0.00 .00 .00 0.00 0.00 .01 .01 .01 .01 .01 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.04 0.04 0.04 0.04 0.04 0.01 0.16 0.29 . 41 . 54 0.08 0.42 0.69 0.91 0.96 0.00 . 21 0.43 0.64 0.90 0.21 0. 96 . 47 1. 8 9 2.31 0.04 0.55 0.99 .39 . 85 0.16 0.43 0.59 .70 .83 0.01 0.17 .41 .62 .86 0.09 0.51 0.80 1. 04 1. 21 0.15 0.46 0.71 1.22 0.58 1.92 3.10 4.26 53. 69 73. 76 83.22 90. 00 96.64 53.50 73.01 82.13 88. 62 95. 18 53.70 73. 71 83.09 89. B 1 96.33 53.44 72. 72 81. 6 9 88.09 94. 36 53.56 73.08 82.16 88.61 94. 90 53.15 72.70 Bl. 98 88. 74 95.30 53.47 73.15 82.35 8 9. 05 95.63 53.61 73.32 82.29 88. 56 94. 71 53.67 71. 74 79.34 84.66 89. 51 53. 70 73.41 81. 66 87.35 92. 92 0.00 0.09 0.19 0.29 0.41 0.12 0.56 0.89 1. 16 . 47 0.00 0.08 0.17 0.25 0.37 0.05 . 32 0.54 . 72 .93 .10 0.38 .55 . 70 0.85 0.39 0.87 1.14 1.26 1. 47 0.22 0.68 0.93 1. 03 1.11 0.17 0.61 1.10 1. 68 0.03 2.11 3.89 5.33 6.87 0. 02 0.12 0 .25 0.41 9.12 10 .10 10.52 10.81 11. 09 7.90 9.06 9.53 9.83 11. 20 9.79 11.45 12.14 12.86 13 .59 10.15 11. 97 12.64 13.14 13. 80 10. 03 12 .10 12. 87 13.33 13. 76 10.65 11.23 11.45 11. 85 12 .12 10.30 12. 63 12.90 U.42 14.61 .64 14.33 16.01 16.47 17. 25 .91 16. 91 18.75 21. 24 26.24 . 33 11. 30 12.43 13. 02 13. 45 Page 9 of 15 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper * Upper Upper Upper 6600 5787 5787 5787 5787 578? 5777 577? 5777 5777 5777 5764 5?64 5764 5?64 5764 5755 5755 5755 5755 5755 5727 5727 5727 5727 5727 5719 5719 5719 5719 5719 5699 5699 5699 5699 5699 5670 5670 5670 5670 5670 5641.5 5641.5 5641.5 5641.5 5641.5 5618.5 5618.5 5618.5 5618.5 5618.5 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year so-Year 100-Year *· 2-Year 10-Year 25-Year SO-Year 100-Year 2 -Year 10-Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year so-Year 100-Year 2-Year 10 Year 25-Year * so-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year Culvert 19.49 19. 98 20. 23 20.41 20.58 19. 48 19. 97 20.22 20.39 20.57 19.45 19. 94 20.19 20.36 20.54 19.40 19.89 20.14 20. 32 20.51 19. 26 19. 77 20. 03 20 .23 20 .42 19 .23 19. 73 20. 01 20 .20 20.40 19 .13 19.66 19.94 20.15 20.35 19.00 19.55 19.86 20. 07 20. 29 18. 92 19. 48 19. 79 20. 01 20. 23 18 . 81 19. 39 19. 72 19. 95 20.18 Geometry File: Existing_Pipes, Current_Storm Flows 19. 45 19.93 20. 1 7 20.35 20. 52 19. 39 19. 87 20.11 20.28 20.46 19. 27 19.73 19.98 20. 16 20. 36 19. 28 .,; 19. 74 19.99 20 .18 20. 37 19.13 19. 62 19. 90 20.10 20.31 19 .11 19. 60 19. 88 20.08 20. 28 18.99 19.52 19. 82 20.03 20.24 18.91 19.44 19.75 19. 96 20.18 18. 84 19. 38 19. 70 19.93 20. 15 18. 63 19.21 19. 57 19.82 20.06 0.04 0.05 0.06 . 06 .06 0.09 .10 0 .11 0 .11 0.11 0.18 0.21 0.21 0.20 0.19 0.12 0.15 0.15 0.14 0.13 0.13 0.15 0. 14 0 .13 0.12 0.12 0.13 0.13 0.12 0.12 0.14 0.14 0 .13 0.12 0.11 0.09 0 .11 0.11 0 .11 0 .11 0.08 0.09 0.09 0.08 0.08 .18 .18 .15 .13 .12 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 .02 .03 .03 .03 .03 .02 0.13 0.12 0.10 0.09 0.08 0.03 0.03 . 03 0.02 . 02 0.09 . 08 0.06 0.06 0.05 0 .11 0.09 0.08 0.07 0.06 0.08 0.07 0.06 0.06 0.05 0.10 0.08 0.06 0.05 0.05 0.13 0.10 0.07 0.06 0.05 0.00 0.00 0.01 0.00 0.00 0.01 0.01 0.01 . 01 0.01 0.02 0.02 0.02 0.02 0.02 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .OD 0.00 .OD 0.01 0.01 0.00 0.00 . 00 . 00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.02 0.02 0.01 0.01 0.01 22.93 31. 87 36.03 39.01 41. 92 4. 71 9.10 11. 23 12. 84 14.51 0.00 0.02 0 .13 0.00 0.10 0.28 0.58 0.27 2.29 4.21 5. 'i2 7.31 0.27 1. 66 3.03 4.42 5.95 .17 2.41 4. l'i 5.51 6.92 0.09 0.74 .45 2.09 2.83 0.05 0.60 1.24 1. 85 2.56 0.00 1. 04 2. 62 3.88 5.21 30.37 40.63 45. 38 48.80 52 .15 48. 99 64. 90 72. 36 77.44 82.07 53. 70 73. 97 82.87 88. 25 92. 70 53. 70 73. 77 82.58 88. 34 92. 07 53.28 70. 75 76. 62 80.01 83.05 53.32 71. 83 79 .48 84.34 88.74 53 .47 70.74 77. 61 82.19 86. 3 6 53 .43 72. 64 81. 65 87. 01 91. 64 53. 07 70. 00 76.24 80 .29 83. 8 9 53.70 72. 3 7 78.36 81.89 85.01 . 40 . 50 2.28 2.89 3.53 0.11 0.42 1. 02 0.03 0.83 2.44 4.76 0.23 1. 02 2.07 4.95 0.14 0.97 2.87 4.97 7.24 0.11 0.51 1. 19 1. 94 2.92 0.06 0.85 1. 94 * 3.01 4.31 0.18 0.63 0.60 1. 60 .13 0 . 58 3.41 6.22 8.56 11.15 . 58 2.72 4.93 7.38 18.55 19. 40 19. 52 19.58 19. 64 20.04 21.13 25. 78 28.39 29.51 8.94 12.87 18. 83 22. 10 24.46 10. 52 13 .53 18.40 25.03 25. 85 13. 62 20.92 23.59 24.07 24.55 13. 39 18 . 01 20. 87 22.16 23. 43 15.93 19.31 21.18 22. 51 23.85 11. 99 14.23 18.06 20.98 22 .14 13 .54 18.50 20.71 22.16 23.62 10. 10 17.93 21. 0 9 22.56 24. 00 Page 10 of 15 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 5595.5 5595.5 5595.5 5595.5 5595.5 5581 5581 5581 5581 5581 5566.5 5566.5 5566. 5 5566. 5 5566. 5 5550.5 * 5550.5 5550.5 5550.5 * 5550.5 5537 5537 5537 * 5537 5537 • 5507 5507 5507 5507 5507 5490 5490 5490 5490 5490 5458 5458 5458 5458 5458 5387 5387 5387 5387 5387 5313 5313 5313 5313 5313 5000 5000 5000 5000 5000 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year so-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 18.66 19. 28 19. 64 19. 88 20. 12 18.59 19. 22 19. 59 19. 84 20. 09 18.55 l;l.18 19. 55 19.80 20.06 18.52 19.14 19. 52 19. 78 20.05 18.49 19.12 19. 51 19. 77 20.05 18.41 19. 05 19. 49 19. 76 20.04 18.36 19. 03 19 .18 19.76 20.04 18. 30 19. 02 19.47 19.75 20.03 18.06 18.97 19 .46 19.74 20.02 l 7. 91 18. 95 * 19.45 19.74 20.02 17. 73 18. 92 19. 43 19. 72 20. 01 Geometry File: Existing_Pipes, Current_Storm Flows 18.54 19. 15 19.53 19.78 20.03 18. 45 19. 05 19.44 19. 70 19.99 18. 41 19.02 19.44 19.74 20.03 18.38 19.01 19.47 19.75 20.03 18. 33 * 18. 96 * 19.46 19. 75 20.03 18.23 18.99 19 .47 19.75 20.03 18.29 * 18.99 19.46 19.74 20. 03 18 .11 18. 97 19.46 19.74 20. 03 1 7. 79 18. 95 19. 45 19.74 20.02 1 7. 83 18. 94 19. 44 19.73 20. 02 17.69 18. 92 19 .43 19.72 20.01 0.12 0.12 0.11 0.10 0.09 0.14 0.16 0.15 0.14 0.10 0.14 0.16 0 .11 0.06 0.03 0.14 0 .13 0.04 0.02 0.02 0.16 0.16 0.04 0.02 0.01 0.18 0.06 0.02 0.01 0.01 0.07 0.05 .02 . 01 . 01 . 20 . 05 . 01 . 01 . 00 0.27 0.02 . 01 0.00 0.00 0.08 0.01 0.01 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.07 0.05 0.04 0.04 0.03 0.04 0.04 0.03 0.02 0.01 0.03 0.03 0.01 0.01 0.00 0.03 0.02 0.01 0.00 0.00 0.08 0.04 0.01 0.01 0.01 0.02 0.01 0.00 0.00 0.00 0.04 0.02 0.01 0.00 0.00 0.23 0.04 0.01 0.01 0.01 0.10 0.01 0.01 0.01 0.00 .17 . 03 . 02 0.01 . 01 0.01 0.00 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 o.oo .00 * 0. 01 * 0.03 0.02 * 0.00 0.01 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.01 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 1.26 4.81 7.65 8.89 11. 52 0.05 0.35 l. 64 2.67 11. 63 0.09 8.82 23.73 3 7. 0 5 .11 24. 53 36.62 4 7. 01 .03 4. 95 31.47 44.68 56. 07 . 01 22.65 43. 81 * 54.20 63. 36 0.00 10.51 28. 91 39. 10 48. 35 0.05 29.53 50.99 61. 34 70 .49 1.19 40. 60 58.02 67.09 75.37 2.28 37. 53 51.11 59.01 66.50 2.59 36.33 48.18 55.25 62.01 52.22 6 7. 1 7 72.24 76 .47 79.12 53. 65 72. 99 79.99 84. 66 81. 29 53.70 73.72 73.99 65.51 58. 3 7 53.70 70.10 56. 88 50. 67 46. 2 8 53. 67 69. 03 52.21 46. 00 41.50 53.69 51. 34 39.88 36 .49 34.23 53.67 63.43 54. 72 51. 52 49.17 53. 64 44.45 32.68 29.33 27.08 52.49 33.35 25. 62 23.55 22.16 51. 40 36 . 43 32. 55 31. 65 31. 05 47. 07 32.50 30.21 29.97 29. 94 • 0.22 2.02 3.81 5. 34 6. 96 0.00 0.66 2.07 3.38 4.67 0.20 0.89 1.47 2.19 0.00 0.79 2.29 3.41 4.3C 0.00 0.01 0.02 0.02 0.03 0.00 0. 00 * 0.01 0.01 * 0.01 0.03 0.06 0.07 0. 07 * 0.08 0.00 0.02 * 0.03 0.03 0.03 0.02 0.05 0.06 0.06 0.07 0.02 0.04 0.04 0.05 0.05 4.04 5.17 5.31 5.48 5.65 14.33 18. 90 20.77 26. 20 28.73 7. 92 61. 47 100. 92 133. 82 164.43 107.62 156.87 174.35 177.17 179.65 122.53 177.08 187.84 191.55 193.20 122.39 182.62 191.86 197.12 199.75 132.33 190.66 197.65 200.75 203.52 150.42 191.26 194.99 197.22 199.59 174,43 216.99 221.18 223.16 224.52 162. 76 218.15 224.13 227.57 230.96 195.32 214.66 221.30 225.12 228.71 225.74 234.80 235.94 236.60 237.24 Page 11 of 15 Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland We,tland Wetland Wetland Wetland * Wetland * Wetland Wetland * wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland * Lower Lower Lower * Lower Lower Lower Lower Lower Lower Lower Lower 4902. 779 4902. 779 4902. 779 4902.779 4902.779 4786.615 4786.615 4786.615 4786.615 4786.615 4687.476 4687.476 4687.476 4687.476 4687.476 4581. 304 4581. 304 4581. 304 4581. 304 4581. 304 4474.428 4474,4/.8 4474.428 4474.428 4474.428 4374.147 4374.147 4374.147 4374.147 4374.147 4278. 601 4278. 601 4278.601 4278. 601 4278.601 4250 4226.556 4226. 556 4226. 556 4226.556 4226.556 3676 3676 3676 3676 3676 3600 3423.989 3423.989 3423.989 3423.989 3423.989 2-Year 10-Year 25-Year 50-Year 100 ·Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year JO Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year * 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year * 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 17. 71 * 18. 92 19. 43 19. 72 20. 01 * 17.71 18. 92 19.43 19. 72 20. 01 17. 71 18. 92 19 .43 19.72 20.01 17.71 18.92 19 .43 19. 72 20. 01 17. 71 18.92 19.43 19.72 20. 01 * 17. 71 18. 92 19.43 19.72 20. 01 17. 71 18.92 19 .43 19.72 20.01 Culvert 17.21 17.52 17. 64 * 17. 82 * 18.70 17. 70 18. 85 19. 40 19. 72 20.04 Culvert 15.93 17. 84 18. 35 18. 60 18. 85 Geometry File: Existing_Pipes, Current_Storm Flows 17. 71 18.92 19. 43 19. 72 20.01 11. 71 18. 92 19. 43 19. 72 20.01 l?.71 18. 92 19. 43 19. 72 20.01 17.71 18. 92 19. 43 19. 72 20.01 17. 71 18. 92 19.43 19. 72 20.01 17.71 18 . 92 19. 43 19. 72 20.01 17.71 18. 92 19. 43 19. 72 20.01 17 .14 17.43 17.60 17.80 18.70 17.58 18.81 19. 38 19. 71 20.03 15.59 1 7. 72 18. 24 18.50 18.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .00 0.00 0.00 0.00 0.00 0.00 0.00 O. 07 * 0.09 0. 04 * 0.02 0.00 0.12 0.04 0.02 0.01 0.01 0.34 0. 13 0. 10 0. 10 0.10 . 00 . 00 . 00 . 00 0.00 0.00 . 00 . 00 . 00 . 00 . 00 0.00 . 00 0.00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o . 01 . 00 . 00 0.00 0.00 . 00 0.00 .00 0.00 0.00 0.00 0.00 0.00 .00 .00 0.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.01 0.01 0.01 0.01 1. 05 7.70 11. 76 14. 26 16 , 76 0.98 . 40 13. 30 16.36 19. 46 2.16 17.67 27. 46 33.53 3 9. 62 .28 10.77 16. 92 20. 80 24.75 .49 13. OS 20. 47 25.09 29. 74 1.82 16.39 25. 93 31. 89 37.90 0.01 1.11 2.40 3.55 4.84 0.01 0.39 .40 10. 81 21 . 87 27, 1 7 31 . 74 1.16 8.62 13.01 15.67 18. 30 1.28 8.88 13 .16 15.73 18 .25 0.71 5.01 7.41 8.83 10.22 1. 66 12.20 18 .27 21. 88 25.41 1.43 9.85 14.68 17.58 20.44 1.14 7.24 10 .47 12.36 14 .18 2.98 22.81 34.47 41. 31 47.99 11.97 25.33 35.68 35.76 60 . 60 57.15 47.06 43.75 41.17 62.00 68.00 69.00 71.00 73.00 0.79 7.68 12 .23 15. 07 17. 94 0.74 6. 72 10.53 12.91 15. 2 9 0 .13 1. 32 2 .13 2.64 3.16 0.06 1. 03 1. Bl 2.32 2.84 0.09 1.10 1. 85 2.33 2.82 0.03 0.37 0.60 0.76 0.92 0.01 0.08 0.12 0.14 0.17 3.00 12.03 11. 67 9.31 16. 8 5 0.00 0.04 0.06 0.08 0.09 • 206.56 218.35 220. 92 222.25 223.42 271.74 287.27 289.92 291. 40 292.85 289.83 313.45 317.12 318.56 319.98 303.85 343.94 360.17 369.45 378.58 407.75 412.82 415.04 416.31 417.57 398.62 427.54 429.80 431. 09 432.36 318. 34 368.84 390.07 393.86 394.93 10.31 55. 24 84.77 110. 39 247.39 40. 4 9 109.95 111. 53 112. 42 113.32 4.80 5.24 5.27 5.28 5.30 Page 12 of 15 Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower 3393. 683 3393. 683 3393. 683 3393.683 3393.683 3300 3060 3060 3060 3060 3060 3056 3056 3056 3056 3056 3000 2755 2755 2755 2755 2755 2751 2751 2751 2751 2751 2700 2543 2543 2543 2543 2543 2539 2539 2539 2539 2539 2500 2203 2203 2203 2203 2203 2199 2199 2199 2199 2199 2100 • 2-Year 10 Year 25-Year so-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year so-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2 -Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 15.89 1 7. 83 18.34 18.59 18.84 Culvert 15.47 17.57 1B. 07 18.30 18 . 53 15.46 17. 57 18 . 06 18. 30 18. 53 Culvert 15.19 17.31 17. 79 18.00 18.21 15.18 17.30 17.78 18.00 18.21 Culvert 14. 80 16.95 17.44 l 7. 65 1 7. 86 14.80 16. 94 17.43 17. 65 17.86 Culvert 14. 31 16.51 17.01 17.22 17.42 14. 31 16.50 17.01 17.22 17.42 Culvert Geometry File: Existing_Pipes, Current_Storm Flows 15. 67 17.74 18.26 18.52 18. 77 15. 30 17.50 18.00 18.24 18. 4 7 15. 30 17.50 18.00 18.24 18.47 15.05 17.24 17.73 17.94 18.15 14. 94 17.19 17.70 17. 92 18.14 14. 56 16. 84 17.35 17.57 17. 78 14. 56 16.84 17.35 17.57 17.78 14. 07 16. 40 16. 92 17 .14 17. 35 14.07 16 .40 16. 92 17.14 1 7. 35 • 0.22 0.09 0.07 0.07 0.07 0.16 0.07 0.06 0.06 0.06 0.16 0.07 0.06 0.06 0.06 0 .15 0.07 0.06 0.06 0.06 0. 24 0 .11 0.09 0.08 0.07 0.24 0. 11 0.09 0.08 0.08 0.24 0 .11 0.09 0.08 0.08 .24 0.11 . 08 .08 ,0, .24 .11 .08 .08 0.07 0.00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 . 00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 . 00 . 00 . 00 . 00 .00 0.00 . 00 0.00 0.00 0.00 • • • 62.00 68.00 69.00 71.00 73.00 62.00 68. 00 69.00 71. 00 7 3. 00 62. 00 68. 00 69. 00 71.00 73. 00 62.00 68. 00 69. 00 71.00 73.00 77. 00 84.00 82.GO 82. 00 82.00 77.00 84.00 82.00 82.00 82.00 77.00 84.00 82. 00 82.00 82.00 77. 00 84.00 82.00 82.00 82.00 77. 00 84.00 82.00 82.00 82.00 5.68 6.19 . 34 6.41 6.48 5.39 5.63 5.68 5.71 5.73 5.39 5.63 5.68 5. 71 5.73 5.40 5.62 5.67 5.69 5.71 5.38 5.61 5.66 5.69 5.71 5.37 5.59 5.64 5.66 5.68 5.37 S.59 5.64 5.66 5.68 5.35 5.57 5.62 5.64 5.66 5.35 5.57 5.62 5.64 5. 66 Page 13 of 15 Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower 2030 2030 2030 2030 2030 2026 2026 2026 2026 2026 2000 1497 1497 1497 1497 1497 1493 1493 1493 1493 1493 1400 1001 1001 1001 1001 1001 997 997 997 997 997 900 4 90 4 90 490 490 490 486 486 486 486 486 450 427.3552 427.3552 427.3552 427.3552 427. 3552 2-Year 10-Year 25-Year SO-Year 100-Year 2 -Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year so-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year so-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year • 13. 93 16.16 16. 67 16.88 17.08 13 .93 16 .16 16.67 16.87 17.08 Culvert 13.27 15.55 16. 08 16.28 16 .49 13.27 15. 54 16. OB 16.28 16.48 Culvert 12.78 15. 01 15.56 15. 77 15.97 12.78 15.01 15.56 15.76 15.97 Culvert 12. 29 14.42 14. 99 15. 19 15. 39 12.29 14.42 14. 99 15. 19 15. 39 Culvert 12.06 14. 1 7 14.75 14. 95 15 .15 Geometry File: Existing_Pipes, Current_Storm Flows 13. 69 16.05 16.59 16.80 17.01 13.68 16.05 16.58 16.80 17.01 13. 05 15. 45 * 16 . 00 16 . 21 16 . 42 13. 04 15.45 16.00 16. 21 16. 41 12.58 14. 92 15.49 15.69 15.90 12 . 5 7 14.92 15 . 49 15.69 15.90 12 .12 14.33 14. 92 15 .12 15. 32 12 .11 14.D 14. 92 15 .12 15.32 12.05 14.17 14.75 14.95 15.15 . 25 0.11 . 08 0.08 0.07 0.25 0 .11 0.08 0.08 0.07 0.23 0.10 0.08 0.07 0.07 0.23 0 .10 0.08 0.07 0.07 0.21 0.10 0.08 0.07 0.07 0.21 0.10 O.OB 0.07 0.07 0.18 0.09 0.07 0.07 0.06 0.18 0.09 0.07 0.07 0.06 0.01 0.00 0.00 0.00 0.00 • 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 . 00 . 00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 • • 0. 00 * .00 * .00 .00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 • 0. 96 3.04 3.53 3.72 3.91 77.00 84.00 82.00 82.00 82.00 77.00 84.00 82. 00 82.00 82.00 77. 00 84.00 82.00 82.00 82.00 77. 00 84.00 82.00 82.00 82.00 77.00 84. 00 82.00 82.00 82. 00 77. 00 84.00 82. 00 82. 00 82. 00 77. 00 84.00 82.00 82. 00 82.00 77. 00 84.00 82.00 82.00 82.00 75. 0 9 77. 91 74. 93 74.55 74 .17 o. 96 3.05 3.54 .73 3. 92 5.34 5.55 5. 60 5.62 .64 5.34 5.55 5.60 5.62 5.64 5.33 5.53 5.58 5.60 5.61 5.33 5.53 5.58 5.60 5.61 5.33 5.51 5.56 5.58 5.59 5.33 5.51 5.56 5.58 5.59 5.33 5.50 5.54 5.56 5.57 5.33 5.50 5.54 5.56 5.57 37.28 49. 97 53.46 54.66 55.86 Page 14 of 15 Lower * 370.2063 * 2-Year • 12. 06 * 12.05 * 0.01 0. 01 *" 0.00 * 0.97 * 75. 08 * 0. 95 * 37. 34 Lower * 370.2063 ' 10-Year • 14 .17 * 14 .17 0 .00 .. 0. 00 * 0. 00 * 3. 08 * 77. 87 r 3. 05 * 50 .13 Lower * 370.2063 * 25-Year ' 14. 75 * 14. 75 r 0. 00 .. 0. 00 * o.oo . 3. 58 r 74. 89 * 3. 54 * 53. 64 Lower * 370.2063 .. so-Year • 14. 95 * 14. 95 r 0. 00 *" 0. 00 * 0. 00 * 3. 77 * 74. 50 r 3. 73 * 54 .85 Lower * 370.2063 * 100-Year * 15 .15 r 15.15 * 0. 00 .. 0. 00 • 0. 00 * 3. 96 • 74. 12 r 3. 92 * 56. 05 . • . . . . . . Lower . 106,7341 • 2-Year . 12. 04 * 12. 03 * 0. 01 .. 0.00 0. 00 .. 0.89 • 75. 21 r 0. 90 * 3 7. 18 Lower . 106. 7341 * 10-Year ' 14. 1 7 * 14.16 * 0. 00 • 0. 00 .. 0. 00 * 2. 95 * 78. 10 r 2. 96 * 49.95 Lower . 106. 7341 * 25-Year ' 14. 75 * 14. 75 * 0. 00 .. 0. 00 * 0. 00 * 3 . 43 * 75 .13 * 3 . 44 * 53. 45 Lower ' 106.7341 ' SO-Year . 14.95 * 14.95 .. 0. 00 .. 0. 00 .. 0.00 * 3 . 62 * 74.75 * 3 . 63 * 54.65 Lower ' 106. 7341 ' 100-Year * 15.15 * 15.15 * 0. 00 * 0. 00 .. 0. 00 * 3 . 81 * 74.37 * 3 . 82 * 55. 85 ' . . . . . . ' ' . • Lower ' 86.6344 * 2-Year . 12. 04 * 12. 03 * 0.01 * . ' 0. 85 * 75.29 * 0. 86 * 37. 18 Lower ' 86.6344 ' 10-Year . 14. 1 7 * 14 .16 * 0. 00 * . . 2 . 87 * 78. 25 * 2 . 88 * 49.95 Lower * 86.6344 * 25-Year . 14. 75 * 14. 75 * 0. 00 * . . 3. 35 * 75. 2 9 * 3 . 36 * 53 .45 Lower ' 86.6344 . SO-Year . 14. 95 * 14. 95 * 0. 00 .. . . 3 . 54 * 74. 91 * 3 . 55 * 54.65 Lower ' 86.6344 ' 100-Year * 15.15 * 15.15 * 0. 00 * . . 3. 73 * 74.53 * 3 . 74 * 55.85 ' • . . . . . . • • • Lower • 50 ' . Culvert * . . . . . • ' . . . Lower * 0.0000 * 2-Year . 11. 71 * 11.70 * 0.01 . . 0 . 38 * 76. 23 * 0 . 38 * 35.19 * Lower * 0.0000 • 10-Year . 13. 80 * 13.80 * 0.00 . . l . 88 * 80.24 * 1. 88 * 47.78 Lower * 0.0000 * 25-Year • 14.40 * 14.40 * o. oo .. . . 2 . 33 * 77. 34 r 2. 33 * 51.37 * Lower * 0.0000 * SO-Year . 14.60 * 14.60 * 0.00 . . 2 . 50 * 77. 00 * 2. 50 * 52.57 * Lower * 0.0000 • 100-Year * 14.80 * 14.80 * 0.00 . . 2 . 6 7 * 76. 65 * 2 . 68 * 53. 77 * **************************************************** ......................................................................................................................................................................................... Geometry File: Existing_Pipes, Current_Storm Flows Page 15 of 15 HEC-RAS Version 4.1.0 Jan 2010 X X X X X X U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California xxxxxx xxxx xxxx X X X X X X X X X X X xx X X xxxxxxx xxxx X XXX xxxx xxxxxx X X X X X X X X X X X X X X X X X X X xxxxxx xxxx X X X X xxxx X X xxxx X X xxxxx ******************************************************************************** PROJECT DATA Project Title: RollingHillsFutureStorm_Flow Project File RollingHillsFutFlow.prj Run Date and Tiffie: 2/6/2015 9:12:22 AM Project in English units Geometry File: Existing Steady Flow File: Existing_Future Project Description: Existing condition, Storm Flows -Future Development Condition in Springbrook Basin HDR modified Existing Conditions model based on WSPG analysis of 19th Street storm.drain. Agreement was facilitated with the HEC-RAS model by adjusting the entrance and exit coefficients. Proposed conditions were based on HNTB proposed grading east of the 167 and proposed fish ladder culvert design. Geometry File: Existing_Pipes, Future_Storm Flows Page 1 of 15 Profile Output Table -Standard Table 1 ***************************************************************************************************************************************************************** * Reach * River Sta * Profile * Q Total * Min Ch El * W.S. Elev• Crit W.S. * E.G. Elev* E.G. Slope * Vel Chnl * Flow Area* Top Width* Froude # Chl * lcfsl * (ft) * (ft} * (ft) * 1ft) * (ft/ft) * (ft/sl * (sq ft) * (ft) * ***************************************************************************************************************************************************************** Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 7155 7155 7155 7155 7155 7082 7082 7082 7082 7082 7019 7019 7019 7019 7019 6998 6998 6998 6998 6998 6869.5 6869.5 6869.5 6869.5 6869.5 6843.5 6843.5 6843.5 6843.5 6843.5 6831.5 6831.5 6831.5 6831.5 6831.5 6761.5 6761.5 * 6761.5 6761.5 6761. 5 • * 6736 6736 6736 * 6736 6736 6722 6722 6722 6722 6722 2-Year 10-Year 25-Year SO-Year 100-Year 2 -Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year so-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year so-Year 100-Year 2-Year 10-Year * 25-Year so-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 63.90 84.60 93.50 99.70 105.00 63.90 84. 60 93.50 99.70 105.00 63. 90 84. 60 93.50 99.70 105.00 63 . 90 84.60 93 . 50 99. 70 105.00 63.90 84.60 93.50 99. 70 105.00 63.90 84.60 93.50 99.70 105.00 63.90 84.60 93. 50 99.70 105.00 63.90 84. 60 -.- 93. 50 99.70 105.00 63.90 84.60 93. 50 99. 70 105.00 63.90 84.60 93. 50 99. 70 105.00 Geometry File: Existing_Plpes, Future_Storm Flows 20.15 20.15 20.15 20 .15 20.15 19.56 19.56 19.56 19.56 19.56 19. 67 19.67 19. 67 19. 67 19. 67 19. 52 19. 52 19. 52 19.52 19.52 19. 20 19. 20 19. 20 19. 20 19.20 19.01 19.01 19. 01 19.01 19.01 18.89 18.89 18.89 18.89 18.89 18. 81 18. 81 18.81 18.81 18.81 18. 70 18. 70 18. 70 18. 70 18. 70 18.23 18.23 18.23 18.23 18.23 22. 4 9 22. 86 23. 01 23 .11 23. 19 22.12 22.44 22.57 22.65 22.71 21. 99 22. 34 22.47 22. 56 22. 63 21. 91 22.25 22. 38 22.47 22.54 21. 57 21.90 22.02 22 .10 22.17 21. 54 21. 87 21.99 22.07 22 .13 21. 52 21. 85 21. 97 22.05 22 .12 21. 32 21.63 21.74 21.82 21.88 21.09 21.43 21.56 21.65 21.74 20.52 20.94 21.06 21.14 21.21 20.52 20. 94 21. 06 21 . 14 21. 21 22.70 23. 12 23. 2 9 23. 40 23. 4 9 22 .43 22.84 23. 00 23. 11 23. 20 22.18 22. 57 22. 72 22. 83 22. 91 22 .12 22.51 22. fifi 22.7fi 22. 85 21 . 77 22.15 22 .29 22. 3 9 22.47 21 . 70 22. 08 22.22 22. 31 22.39 21. 68 22.05 22.19 22.29 22. 36 21 . 52 21 . 88 22.01 22.10 22 .18 21.41 21. 77 21. 91 22.00 22. 08 21.25 21.64 21.78 21 . 88 21. 95 0.002925 0.002852 0.002833 0.002826 .002825 0.004273 0.004598 0.004762 0.004855 0.004925 0.002755 0.002750 0.002769 0.002776 0.002781 0.002747 0.002810 0.002853 0.002877 .002907 . 002633 0.002773 . 002845 0.002882 .002923 0 .001835 0.001997 0. 002086 0. 002136 .002185 0.001802 0.001958 0.002052 0.002091 0 .002131 0.002812 0.002971 0.003030 0.003071 0.003107 0.005350 0.004764 0.004612 0.004380 0.004142 0.016675 0. 011892 0. 011359 0.011171 0.010881 3.69 4.09 4.24 4.35 4.43 4.50 S .12 S. 38 5.54 5.68 .51 * 3. 91 4.07 4.18 4.26 3.70 4.14 4.32 4.44 4.54 .59 4.06 4.25 4.37 4.47 .23 .69 .89 4.02 4.13 .16 . 61 . 81 .92 4.02 .59 4.06 4.24 4.36 4.45 4.56 4.84 4.95 4 .96 4.94 6.86 6.81 6.95 7.06 7 .13 17.49 21. 29 22.87 23. 95 24.85 14. 73 17. 68 18.87 19.78 20.58 18.41 22.10 24.07 25.27 26. 30 18.07 22 .1 7 23. 84 25. 03 26. 04 18 .41 22 .37 23. 98 25 .11 26. 03 • 20. 80 * 24.47 25. 86 26.84 27.63 20. 84 24.94 26.51 27. 71 28. 67 18.17 22.51 24.39 25.71 26.83 14.95 20. 69 23. 28 25. 77 28 .12 9.34 13. 73 15.31 16.32 17.27 9.63 10.56 10.92 11.18 11.43 .51 9.57 10.55 11. 53 12. 34 10.68 12.20 13 .16 13. 81 14. 34 11. 21 12.70 13.41 13.99 14. 86 11 .18 12.93 13. 50 13. 89 14. 20 10.97 11. 46 11. 96 12.20 12.40 11. 57 12 .92 14.40 14.70 14.91 11. 41 16.07 16.64 17.60 18 .43 14. 90 18. 92 23. 85 26. 81 28.24 6.80 12.55 13. 20 * 13.59 13. 94 0 .46 0.47 0.47 0.47 0.48 0.54 0.57 0.59 0.59 0.60 0.44 0 .45 .46 . 46 .47 .45 0.47 .48 .48 0.49 0.44 0.46 0.47 0.48 0.48 0.38 0.41 0.42 .43 0.44 0.37 0.40 0.41 .42 .42 .45 0 .47 .48 0.49 0 .49 0.60 0.59 0.58 0.57 0.56 1. 01 0.88 0.87 0.87 0.86 Page 2 of 15 * Upper • Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 6600 5787 5787 5787 5787 5787 5777 5777 5777 5777 5777 5764 5764 5764 5764 5764 5755 5755 5755 5755 5755 5727 i 5727 5727 5727 5727 5719 5719 5719 5719 5719 5699 * 5699 5699 5699 5699 5670 %70 5670 5670 5670 5641.5 5641.5 5641.5 5641.5 5641. 5 5618.5 5618.5 5618.5 5618.5 5618.5 • 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year so-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year SO-Year 100-Year 2-Year 10 Year 2S-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2 -Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year SO-Year 100·-Year • Culvert 63. 90 84.60 93. 50 99.70 105.00 63. 90 84. 60 93.50 99.70 105.00 63.90 84.60 93.50 99. 70 10.S. 00 63.90 84.60 93. 50 99. 70 105.00 63.90 84.60 93. 50 99.70 * 105.00 63.90 84.60 93.50 99.70 105.00 63. 90 84. 60 93 . 50 99.70 105.00 63.90 84.60 93. 50 99. 70 105. 00 63.90 84.60 93. 50 99. 70 105.00 63.90 84. 60 93.50 99.70 105.00 • Geometry File: Existing_Pipes, Future_Storm Flows 16.40 16.40 16.40 16. 40 16.40 16.40 16.40 16.40 16 .40 16. 40 17.04 17.04 17.04 17.04 17.04 16.71 16. 71 16.71 16.71 16.71 16 . 64 16 . 64 16. 64 16. 64 16. 64 16 . 41 16.41 16 .41 16 .41 16.41 16.51 16.51 16.51 16.51 16. 51 16. 1 7 16 .17 16 .17 16.17 16 .17 15. 73 15. 73 15. 73 15.73 15.73 16.25 16.25 16.25 16.25 16.25 19.70 20. 15 .f 20. 41 20.58 20. 80 19.63 20. 08 20 . 34 20. 53 20.75 19. 50 13 .94 20 .23 20.43 20.68 19. 51 19.95 20.24 20.45 20.70 19. 3 7 19.84 20 .17 20. 38 20. 64 19. 35 19.82 20 .15 20. 36 20. 63 19.25 19.75 20 .10 20.32 20.59 19 .1 7 )9.68 20.04 20 .27 20.55 19.11 19. 6 3 20.00 20. 24 20.53 18. 91 19 .47 19. 90 20.16 20 .47 • • 19. 75 20. 21 20.47 20. 65 20. 86 19. 73 20.19 20.45 20 . 63 20. 85 19. 70 20 .16 20. 43 20.61 20.83 19. 65 20 .11 20.39 20.57 20. 80 19.52 19. 99 20 .29 20.50 20.74 19.48 19. 96 20.27 20. 48 20.72 19. 39 19.89 20.22 20 . 43 20. 69 19. 28 19. 80 20.15 20.37 20. 64 19.20 1 g. 72 20. 08 20. 32 20.59 19. 10 19. 64 20.03 20 .27 20.56 0. 000726 . 000733 0.000675 0.000641 0.000579 0. 001133 0.001135 0.001003 0.000919 0.000790 0.002901 0.002655 0.002065 0.001740 0.001360 0.004879 0.004428 0.003535 0.002955 . 002292 0.004367 0.003732 0.002826 0.002397 0. 001910 0.003870 0.003375 . 002642 . 002278 .001834 0.004797 0.003654 0.002702 0.002273 0.001789 0.002835 0.002582 0.002068 0.001792 0.001449 0.002451 0.002189 0. 001705 0.001479 0.001197 0. 00'/251 0.004953 0.003160 0.002509 0.001865 2.15 2.39 2.41 2.43 2 .40 2.64 2.89 2.88 2.86 2.'76 3.55 3.80 3.63 . 50 3.27 2.95 .18 . 06 2.93 2.73 3.08 3.21 3.00 2.89 2. 71 2.89 3.06 2.92 2.84 2.68 3.06 3.09 ?. • 8 9 2. 79 2.62 2.61 2.82 2.72 2.65 2.51 2.45 2.59 2.46 2.39 2.25 3.47 3.40 3.02 2.84 2.61 41. 05 49.75 54. 84 58.34 62. 61 35.31 45. 03 52.27 57. 65 64.46 18.02 23.48 29.54 34.42 40. 97 21.68 27. 67 34.10 3 9. 34 45.97 22.95 32. 64 40.38 45.64 52 .1 7 23.81 32.21 39.21 44. 21 50.70 • • 22. 96 32. 58 * 40 .11 45.41 52.27 * 25.54 32.68 3 9. 6 9 44. 78 51.36 28. 01 37.49 45.49 51 . 06 58 . 32 18 . 95 28 . 77 38. 06 44. 22 52 .11 19. 08 19.51 19. 60 19. 67 19. 7 5 20. 42 25. 32 28 . 88 29. 81 30. 78 9.29 17.86 22.89 25.61 26.92 11. 27 16. 92 25.30 26.16 27.26 16. 8 8 23.46 24.23 24.74 25. 35 15.44 20.37 22.59 23. 91 25.50 17. 65 20.79 22. 95 24. 36 26 .10 13 .11 15 .13 21. 36 22.59 24.07 16. 06 20.23 22.64 24.18 25.93 13.53 20.50 23. 02 24.55 26. 27 • 0.23 0.23 0.23 0.22 0.21 0.29 0.30 .28 .27 .25 .45 .4' .40 . 3 7 0.33 0.36 0.36 0 . 32 C.30 .27 . 35 0.34 0.30 0.28 0.25 0.34 0.33 0.30 0.28 0.25 0.38 0.34 0. 30 0. 7.8 0. 2:, . 2 9 . 29 0.26 . 2 5 0.23 0.26 C.25 . 23 . 2:. .19 .44 . 38 0. 3) 0. :.!8 0. '.!5 Page 3 of 15 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper • 5595.5 5595.5 5595.5 5595.5 5595.5 5581 5581 5581 5581 5581 5566.5 5566.5 5566.5 5566.5 5566.5 5550.5 5550.5 5550.5 * 5550.5 * 5550.5 . * 5537 * 5537 5537 5537 * 5537 • * 5507 5507 5507 5507 5507 5490 5490 5490 5490 5490 5458 5458 5458 5458 5458 5387 5387 5387 5387 5387 5313 5313 5313 5313 5313 5000 5000 5000 5000 5000 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2 Yeur 10-Year 25-Year 50-Year • 100-Year 2-Year 10-Year 25-Year so-Year 100 -Year 2-Year 10 Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year • 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 63. 90 84.60 93. 50 99.70 105. 00 63. 90 84.60 93.50 99.70 105.00 63. 90 84.60 93.50 99. 70 105.00 63.90 84.60 93.50 99. 70 * 105.00 63.90 84.60 93. 50 99.70 105.00 63.90 84.60 93.50 99. 70 105.00 63.90 84. 60 93.50 99.70 105.00 63.90 84. 60 93.50 99. 70 105.00 63.90 84.60 93.50 99.70 105.00 63.90 84.60 93.50 99. 70 105.00 63.90 84.60 93.50 99. 70 105.00 Geometry File: Existing_Pipes, Future_Storm Flows 15.59 15. 59 15. 59 15. 59 15. 59 15 .47 15. 47 15. 47 15. 47 15. 47 15. 3 7 15. 37 15. 3 7 15. 3 7 15. 3 7 15. 31 15. 31 15. 31 15. 31 15. 31 15.09 15.09 15.09 15.09 15.09 15.19 15.19 15.19 15.19 15.19 14. 73 14.73 14.73 14.73 14.73 15. 03 15. 03 15.03 15.03 15.03 14. 90 14 . 90 14 . 90 14. 90 14. 90 14 . 29 14.29 14. 29 14. 29 14. 29 13. 90 13. 90 13. 90 13. 90 13. 90 18. 84 19.42 19. 86 20.12 20. 44 18. 74 19.31 19.76 20 .11 20.46 18. 70 19. 29 19.81 20 .13 20.46 18.67 19.33 19.82 20 .14 20. 47 18 . 61 19.32 19.82 20.14 20 . 46 18. 53 19. 33 19.82 20 .14 20. 46 18. 59 19.32 19. 81 20 .13 20. 46 18.39 19.32 19. 81 20 .13 20. 46 18. 09 19. 30 19. 81 20 .13 20. 46 18.19 19 .30 19. 80 20.12 20 .45 18.10 19.28 19. 79 20. 12 20. 45 17.68 17. 49 17. 32 17.05 18. 96 19. 54 19. 96 20.21 20.52 18.90 19.49 19. 92 20.18 20 .49 18.86 19.45 19. 86 20.16 20. 48 18.82 19. 40 19. 85 20.15 20 . 4 7 18 . 79 19. 39 19.84 20.15 20. 47 18 . 72 19.36 19.83 20 .14 20. 47 18 . 67 19.35 19.83 20. 14 20.47 18. 61 19. 33 19.82 20 .14 20. 46 18.38 19. 31 19.81 20 .13 20. 46 18.24 19. 30 19.81 20 .13 * 20 .46 * • 18 .12 19 .28 19. 79 20 .12 20. 45 0.003786 0.003016 0.002212 0.001844 0.001435 0.004745 0.004172 0.003208 0.001743 0.000847 0.001899 0.001553 0.000582 0.000332 0.000198 0. 002120 0.000882 0.000319 0.000190 0. 000119 0.002095 0.000853 0.000318 0.000192 0.000121 0.002680 0.000477 0.000193 0.000123 0 .000081 0.000726 0. 000291 0 .000138 .000094 . 000065 .002.790 0.000362 0.000147 0.000095 0.000063 0.003499 0.000224 0.000101 0. 000069 * .000047 0.000462 0.000079 0.000045 0.000034 0.000025 0.000245 0.000042 0.000025 . 000020 . 000015 • 2.94 2.98 2.77 2.65 2.45 3.17 3.37 3.22 2.52 1. 85 3. 13 3.24 2.20 1. 76 1. 43 3.11 2.39 1.60 1.31 . 09 3.40 2.52 1. 68 1. 38 1.15 3.49 1. 80 1.27 1. 07 0 .92 2.21 .64 .23 . 07 0.94 . 78 . 65 1.14 0 . 96 .83 4.42 . 43 .04 .89 . 78 2.03 .02 . 83 0.75 0.68 . 43 0.74 0.62 0.57 0.52 25.85 36.79 47.35 54.90 64.90 20.55 28 .15 38 . 10 93 . 02 151. 24 20. 46 44.81 136.08 193.86 253.66 20. 76 103.52 196.43 257.10 320.66 19. 6 9 115.65 212.85 276.00 341.78 20. 48 l71.04 268.86 332.87 399.93 29.99 162.66 259.64 322.76 389.32 18.25 208.09 318.69 389.83 464.09 20. 36 257.60 371. 59 445.15 522.46 98. 34 333.42 446.48 519.49 595.37 136.33 412.07 533.53 610.04 689.22 17.35 20. 23 27. 01 29.71 34. 17 15.68 88.63 145.53 165.99 168.17 119. 59 172.35 177.86 180.25 181.91 149. 72 184.75 191. 96 193.81 195. 06 149.85 189.21 198.43 200.12 201.24 167.63 196 .11 201.53 204.01 205.53 178.62 193.89 197.78 200.78 203.90 201.34 219.96 223.50 225.03 226.61 194.11 222.39 228.42 232.23 235 .10 204.67 219.35 226. 07 228.90 229.48 230.86 235.61 236.76 237.48 238. 22 0.31 . 29 .25 0.23 0.21 0.34 0.33 0.29 0.22 0.15 .34 0.32 0.20 0.15 0.12 0.37 0.25 0.15 0.12 0.10 0.36 0.24 0.15 0.12 0.09 0.41 0.18 0.12 0 .10 0.08 0.24 0.15 0 .11 0.09 0.08 0 .40 .15 0.10 0.08 . 07 0 .47 o. u 0.09 0 . 07 .06 . 20 . 09 . 07 . 06 0.05 .15 . 06 0.05 0.04 0.04 Page 4 of 15 Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower • 4902.779 4902.779 4902. 779 4902. 779 4902.779 4786.615 4786.615 4786.615 4786.615 4786.615 4687,476 4687,476 4687.476 4687.476 4687.476 4581.304 4581.304 4581.304 4581.304 4581.304 4474.428 4474.428 4474.428 4474.428 4474.428 4374.147 4374.147 4374.147 4374.147 4374.147 4278.601 4278.601 4278.601 4278.601 4278.601 4250 4226.556 4226.556 4226.556 4226.556 4226.556 3676 3676 3676 3676 3676 3600 3423. 989 3423.989 3423. 989 3423.989 3423. 989 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year * 2-Year * 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year so-Year 100-Year 2 -Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year 50-Year * 100-Year 2-Year l O Year 25-Year SO-Year 100-Year 8.00 33. 00 47.00 56. 00 65. 00 . 00 33. 00 4 7. 00 56. 00 65.00 8.00 33.00 4 7. 00 56.00 65.00 . 00 33 . 00 47. 00 56 . 00 65.00 8.00 33.00 47.00 56.00 65.00 8.00 33.00 47.00 56.00 65. 00 8.00 33. 00 4 7. 00 56. 00 65. 00 Culvert . 00 33. 00 47.00 56. 00 * 65.00 73.00 76.00 76.00 77.00 78.00 Culvert 73.00 76.00 76.00 77.00 78.00 Geometry File: Existing_Pipes, Future_Storm Flows 15. 99 15. 99 15. 99 15.99 15. 99 15.55 15.55 15.55 15 . 55 15 . 55 14.98 14.98 14. 98 14. 98 14.98 14 ._75 14. 75 14. 75 14.75 14. 75 15. 33 15.33 15.33 15.33 15.33 14.33 14.33 14. 33 14. 33 14. 33 16.89 16.89 16.89 16.89 16.89 17.17 17.17 1 7 .1 7 17.17 17.17 14.50 14.50 14 .50 14. 50 14.50 12.59 12.59 12.59 12. 5 9 12.59 18 .11 19.28 19. 79 20. 12 20. 45 18. 11 19.28 19. 79 20 .11 20. 45 18 .11 19.28 19.79 20.11 20. 45 18.11 19. 28 19. 79 20 .11 20. 45 18 .11 19.28 19. 79 20 .11 20.45 18 .11 19.28 19.79 20 .11 20 .45 18 .11 19.28 19. 79 20 .11 20. 45 17. 29 17 .47 17.60 17.80 18.70 17.96 19. 21 19. 82 20 .10 20. 38 16.09 17.82 18 . 44 18.68 18. 92 1 7. 08 17.23 17. 28 17.29 17.32 17. 29 17. 47 17. 54 17.57 17.60 16 . 35 16 . 39 16.39 16.41 16. 42 • • 18 .11 19.28 19.79 20.12 20.45 18 .11 19. 28 19. 79 20 .12 20 .45 18 .11 19.28 19. 79 20.11 20.45 18.11 19.28 19. 79 20.11 20. 45 18.11 19.28 19. 79 20 .11 20. 45 18. 11 19. 28 19. 79 20 .11 20.45 18 .11 19. 28 19. 79 20 .11 20.45 17. 35 17. 58 17. 67 17.83 18.70 18. 07 19.24 19.84 20 .11 20. 39 16.43 17.97 18 . 55 18 . 79 19. 02 0. 000001 0.000003 0.000004 0.000004 0.000004 0.000000 0.000002 0.000002 0.000002 0.000002 .000000 .000001 0.000001 0.000002 0.000002 0.000000 . 000001 0.000001 0.000001 0.000001 . 000000 .000001 0.000001 0.000001 0.000001 0.000000 0.000001 0.000001 0.000001 0.000001 0.000004 0.000004 0.000004 0.000004 0.000003 . 032346 .028457 0. 013531 . 003064 .000041 0. 001149 0.000214 0.000091 0.000066 .000050 0.001056 .000319 .000212 . 000188 .000167 . 02 0.06 0.07 0.07 0.08 0.02 0.04 0.05 0.06 0.06 0.02 0.04 0.05 0.05 .05 0.01 0.04 0.04 0.05 . 05 0.01 0.03 0.03 0.04 0.04 0.01 0.03 . 04 . 04 . 04 0.03 0.05 0.05 0.06 0.06 1. 33 2.38 2.07 1.34 0.37 2.75 1. 52 1. 0 9 0.97 0.87 4.68 3.10 2.74 2.66 2.58 360.58 613. 67 727.40 799. 38 874.10 517.20 849.10 998. 29 1092.64 1190.64 610.67 970.76 1133. 90 1237.00 1343. 93 665.22 1058.20 1244. 91 1366 .43 1495.32 830.15 1310.73 1524 .11 1658. 68 1798.03 839.69 1337.34 1558. 30 1697.64 1841. 92 283 .83 703.21 904.18 1031. 46 1163.21 4.07 12. 90 22.18 42.27 245.51 38. 52 135.24 203.59 235 .11 266.58 15.61 24.51 27.69 28. 96 30.22 212.48 220.17 222.54 223.85 225.21 277.97 289.14 291.76 293.45 295. 52 297. 70 316. 36 318.92 320.51 322.16 318.22 355.38 * 371.73 382.00 392. 60 409.44 414.38 416.63 418.04 419.50 423. 95 429.13 431.41 432.84 434.32 335.15 383.80 394 .13 395.33 396.56 30.43 63. 0 9 84.77 110.39 247.39 67. 07 111. 06 112. 75 113. 52 114.29 4.93 5. 24 5.28 5.29 5.31 . 00 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 • QC 0. 0 :J 0.00 0.00 0.00 0.00 0.00 o.co o.oc 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 . 01 . 01 0.98 . 08 0.79 0.40 0.06 0.29 0 .13 0.09 0.08 0.07 0.46 0.25 .21 0.20 0 .19 Page 5 of 15 • Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower 3393.683 3393.683 3393.683 3393.683 3393.683 3300 3060 3060 3060 3060 3060 3056 3056 3056 3056 3056 3000 2755 2755 2755 2755 2755 2751 2751 2751 2751 2751 2700 2543 2543 2543 2543 2543 2539 2539 2539 2539 2539 2500 2203 2203 2203 2203 2203 2199 2199 2199 2199 * 2199 2100 2-Year * 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2 -Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 73. 00 76. 00 76.00 77.00 78.00 Culvert 73. 00 76. 00 76. 00 77. 00 78. 00 73. 00 76.00 76.00 77.00 78.00 Culvert 73.00 76. 00 76. 00 77. 00 78 . 00 90 . 00 84.00 83 . 00 83.00 83.00 Culvert 90.00 84.00 83.00 83.00 83.00 90.00 84.00 83.00 83.00 83.00 culvert 90.00 84.00 83.00 83.00 83. 00 90.00 84.00 83. 00 83. 00 83. 00 Culvert Geometry File: Existing_Pipes, Future_Storm Flows 12.59 12.59 12.59 12.59 12.59 11.62 11.62 11.62 11. 62 11. 62 11. 62 11.62° 11. 62 11. 62 11. 62 11.16 11.16 11.16 11.16 11.16 11.16 11.16 11.16 11.16 11.16 10.80 10.80 10.80 10.80 10.80 10.80 10.80 10.80 10.80 10.80 10. 2 9 10 .29 10 .29 10 .29 10 .29 10. 2 9 10 .29 10. 2 9 10. 2 9 10. 2 9 16 , 16 17.85 18.46 18.70 18.94 15.85 17.55 18.14 18. 37 18.59 15.84 17. 55 18.14 18.37 18 .59 15.57 17.22 17.80 18.02 18.23 15.47 17 .19 17.78 18.00 18.22 15. 07 16. 84 17 .43 17. 64 1 7. 86 15.06 16.84 17.43 17. 64 17.86 14.55 16 .40 16.99 17.20 17. 42 14.55 16. 40 16. 99 17. 20 17. 42 14 . 44 14. 49 14. 49 14. 50 14. 52 13. 48 13. 53 13. 53 13.55 13.56 13.30 13. 20 13 .18 13 .18 13 .18 12. 94 12. 84 12. 83 12. 83 12. 83 12. 43 12. 33 12 . 32 12. 32 12. 32 16. 38 17. 96 18. 54 18.78 19. 01 16 . 02 17.64 18 . 21 18 . 44 18 . 66 16. 01 17. 64 18.21 18.44 18.66 15. 73 17.30 17. 87 18.09 18. 30 15.71 17.30 17. 8'/ 18.08 18. 3 0 15. 32 16. 95 1 7. 51 17.72 17. 94 15.32 16. 94 17.51 17. 72 17.93 14 . 81 16. 51 17.07 17. 28 17 .49 14.81 16. 50 17.07 17.28 17.49 0. 000596 0.000193 0. 000131 0. 000116 0.000104 0.000368 0.000165 0, 000129 0. 000121 . 000114 . 000369 0.000165 .000129 .000121 0. 000114 0.000331 0.000157 0.000124 0.000117 0. 000111 0.000537 0.000194 0.000149 0.000137 0.000126 . 000553 . 000195 . 000150 0. 000138 0.000127 0.000554 0.000195 0.000150 0.000138 0.000128 0.000557 0.000191 0.000147 0. 000136 0.000126 0.000558 0.000191 0.000147 0.000136 0.000126 • 3.79 2.59 2.31 2.24 2.18 3.30 2.41 2.18 2 .13 2.08 3.31 2.41 2.18 2 .13 2.08 . n 2.36 2.14 2.10 2.06 4.01 2.62 2.35 2.27 2. l 9 4.05 2.63 2.35 2.27 2.20 4.05 2.63 2.35 2.27 2.20 4.06 2.60 2.33 2.26 2.18 4.06 2.60 2.33 2.26 2.18 19. 27 29. 32 32. 95 34.41 35. 85 22.09 31.51 34.85 36. 16 37.47 22.08 31.50 34. 85 36. 16 37.46 23 .05 32 .16 35 .44 36.68 37.91 22 .47 32.02 35.35 36. 60 37.85 22.22 31.98 35.29 36 . 52 37. 75 22.20 31. 98 35. 28 36. 51 37. 74 22 .17 32. 29 35.59 36.80 38.00 22.15 32.28 35.58 36. 79 38.00 5.79 6.22 6.39 6.46 6.53 5 .45 5.63 5.69 5.72 5.74 5.45 5.63 5.69 5.72 5.74 5.45 5.62 5.67 5.70 5.72 5.44 S.61 5.67 5.70 5.72 5.42 5.59 5.65 5.67 5.69 5.42 5.59 5.65 5.67 5.69 5 .40 5.57 5.63 5.65 5.67 5.40 5.57 5.63 5.65 5.67 0.37 0.21 0.17 0.16 0.16 0.29 0.18 0.16 0.15 0.14 0.29 .18 .16 .15 0.14 0.27 0.17 0.15 0.15 0.14 0.35 0.19 * 0.17 0.16 0.15 .35 .19 .17 0.16 0.15 0.35 0.19 0.17 0.16 0.15 0.35 0.19 0.16 0.16 0.15 0.35 0.19 0.16 0.16 0.15 Page 6 of 15 Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower * Lowe:i::- Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower 2030 2030 2030 2030 2030 2026 2026 2026 2026 2026 2000 1497 1497 1497 1497 1497 1493 14 93 1493 1493 1493 1400 1001 1001 1001 1001 1001 997 997 997 997 997 900 490 490 490 490 4 90 486 486 486 486 486 450 427. 3552 427. 3552 427.3552 427.3552 427.3552 • 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 2S-Year 50-Year 100-Year 2-Year 10-Year 25-Year so-Year 100-Year 2 -Year 10-Year 25-Yea:i::-* SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year • 90. 00 84.00 8 3. 00 83.00 83.00 90. 00 84. 00 83. 00 83.00 83.00 Cu1vert 90.00 84. 00 83. 00 83. 00 83. 00 90.00 84.00 83.00 83.00 83.00 Culvert 90.00 84.00 83.00 83.00 83.00 90.00 84.00 83.00 83.00 83.00 Culvert 90 . 00 84.00 83 . 00 83 . 00 83. 00 90. 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DO Culvert 90. 00 84.00 83. 00 83. 00 83. 00 • Geometry File: Existing_Pipes, Future_Storm Flows 9.94 9.94 9.94 9.94 9.94 9.94 9.94 9.94 9.94 9.94 9 .14 9.14 9 .14 9 .14 9 .14 9.14 9.14 9.14 9.14 .14 8.48 8 .48 8.48 8 .48 8.48 8.48 8.48 8.48 8.48 8.48 7. 72 * 7.72 7.72 7.72 7.72 7.72 7.72 7.72 7.72 7.72 7.50 7.50 7.50 7.50 7.50 14 .14 16.05 16. 64 16.85 17.06 14 .14 16.05 16.64 16.85 17.06 13. 44 15. 45 16.04 16. 25 16. 46 13.43 15 .45 16.04 16 .25 16 .45 12. 87 14. 92 * 15.52 15. 72 15. 93 12. 87 14. 92 15. 51 15. 72 15. 93 12. 27 14. 33 14.93 15 .13 15.34 12.27 14.33 14. 93 15 .13 15. 34 12.17 14.17 14.76 14. 96 15.16 12. 08 11. 98 11. 97 11. 97 11. 97 11. 28 11. 19 11.17 11 .1 7 11.17 10. 62 10. 52 10.51 10.51 10.51 9.86 9.76 9.75 .75 9.75 14.41 16. 16 16. 73 16.93 17.14 14.40 16. 16 16.72 16. 93 17.14 13. 69 15. 55 16.12 16.32 16.53 13. 69 15.54 16 .12 * 16.32 16.53 13 .11 15.01 15.59 15. 79 16.00 13. 11 15. 01 15. 59 15. 79 16. 00 12.50 14. 42 15.00 15.20 15.40 12. 49 14.42 15.00 15.20 15 .10 12.19 14.17 14. 76 14. 96 15 .16 0.000581 0.000192 0.000148 0. 000137 0.000127 0.000583 0.000192 0.000148 0. 000137 0.000127 0.000552 0. 000179 0.000139 0.000129 0.000120 . 000554 . 000179 0. 000139 0.000129 0.000120 0.000525 0.000172 0.000134 0.000124 0. 000116 0.000527 0.000172 0. 000134 . 000125 .000116 0.000482 0.000162 0.000127 0.000119 0.000111 0.000484 0.000162 0.000127 0.000119 0.000111 0.000065 0.000012 0.000008 0.000007 0.000007 4 .13 2.60 2.34 2.26 2.19 4.13 2.60 2.34 2.26 2.19 4.04 2.53 2.27 2.20 2.14 4.05 2.53 2.27 2.20 2 .14 . 96 2.48 2.23 2.17 2.10 3.96 2.48 2.23 2.17 2.10 3.83 2.42 2.18 2.12 2.06 3.83 2.42 2.18 2.12 2.06 0.94 0.55 0.48 0.46 0 .45 21. 80 32.26 35.54 36. 73 37. 92 21. 78 32. 25 35.53 36. 72 3 7. 91 22.27 33. 21 36.50 37. 67 38 . 84 22.24 33 . 20 36.49 37. 66 38 . 83 22.73 33.8S 37.lS 38.30 39.45 22.70 33.84 37.15 38.30 39 .4S 23.53 34.68 38. 00 39 .14 40. 27 23.51 34. 68 38.00 3 9. 13 40.26 107.22 194.95 225.S2 236.34 247.39 5.38 5.55 5.61 5.63 5.64 5.38 5.55 5.61 5.62 5.64 5 .36 5.53 5.58 5.60 5.62 5.36 5.53 5.58 5.60 5.62 5.35 5.51 5.56 5.58 5.59 5.35 5.51 5.56 5.58 5.59 5.34 5.50 5.54 5.56 5.57 .34 5.50 5.54 5.56 5.57 38.02 49.97 53. 52 54.71 55.91 0.36 0.19 0.16 0.16 0.15 0.36 0.19 0.16 0.16 0. 1 ':> 0.35 0. ::.s 0.16 0.15 0.14 0.35 0.18 0.16 0.15 0 .1'1 0.34 0.18 0.15 0. 1 .', 0. J 4 0.34 0. 18 0.1S :J.1.':, :J. 14 0.32 0 .17 0 . 15 0.14 .14 0.32 0.17 0.15 0.14 0 .14 0.09 0.04 0.03 0.03 0.03 Page 7 of 15 Lower . 370.2063 * 2-Year • 90.00 * 7. 50 * 12.17 '* . 12. 18 0. 000065 * 0.94 * 107.17 * 38. 08 * 0.09 Lower . 370.2063 * 10-Year . 84.00 * 7. 50 * 14. 1 7 * 14.17 * o. 000012 .. o. 54 * 195.25 * 50 .13 .. o . 04 Lower • 370.2063 * 25-Year . 83. 00 * 7. 50 * 14.76 . 14. 76 o. 000008 .. o. 48 * 225.93 * 53. 69 .. 0.03 Lower • 370.2063 * SO-Year . 83. 00 * 7. 50 * 14. 96 * . 14. 96 0.000007 0.46 236.78 * 54. 90 * 0.03 Lower • 370.2063 * 100-Year '* 83. 00 * 7. 50 * 15. 16 * 15. 16 0.000007 .. o. 45 .. 247.88 * 56 .11 * 0.03 • . . . . . . . . . . Lower ' 106.7341 * 2-Year . 90.00 * 7. 30 * 12.15 * . 12.17 0.000060 .. 0.92 109.58 * 37. 91 * 0.08 Lower ' 106.7341 * 10-Year . 84. 00 * 7. 30 "* 14. 16 * . 14 .17 "* 0. 000012 "* 0.54 "* 197.87 * 4 9 . 95 * 0.04 Lower ' 106.7341 "* 25-Year . 83. 00 * 7. 30 * 14. 76 * ' 14.76 * 0.000008 * 0. 47 "* 228.48 * 53. 50 * 0.03 Lower ' 106.7341 "* 50-Year . 83. 00 * 7. 30 * 14. 96 ... . 14. 96 "* 0. 000007 * 0. 46 * 239.31 -o-54, 70 * 0.03 Lower ' 106.7341 * 100-Year '* 83. 00 * 7. 30 "* 15. 16 ... . 15. 16 "* 0. 000006 * 0. 44 "* 250.38 ... 55, 90 * 0.03 ' . . ' . . . . . . Lower • 86. 6341 "* 2-Year . 90.00 * 7. 30 * 12.15 * 8. 61 "* 12 .16 ... 0. 000055 * 0. 8 9 * 112.25 * 37.90 * 0.08 Lower • 86.6344 * 10-Year . 84. 00 * 7. 30 * 14.16 ' 8. 56 r 14 .17 0.000011 * 0.53 200.56 * 49. 95 * 0.04 Lower • 86. 6344 * 25-Year . 83. 00 * 7. 30 * 14.75 '* 8. 55 r 14. 76 0. 000008 * 0.47 231.18 ... 53. 50 * 0.03 Lower • 86.6344 * SO-Year . 83. 00 * 7. 30 * 14.96 * 8.55 . 14. 96 * 0.000007 0 .45 242.01 ... 54. 70 * 0.03 Lower • 86.6344 * 100-Year * 83. 00 * 7. 30 * 15 .16 * 8. 55 .. 15 .16 * 0. 000006 .. 0 .43 * 253.07 55.90 * 0.03 • . . . . . . . . . . Lower • so . * Culvert . . . Lower . 0.0000 * 2-Year . 90 . 00 * 5. 00 "* 11. 70 6. 60 -o-11.71 * 0. 000032 * 0.74 * 128.66 -o-35.19 * 0.06 Lower . 0.0000 * 10-Year . 84.00 * 5. 00 • 13.80 * 6.53 13. 80 * 0. 000008 * 0. 47 * 215.77 -o-47.78 * 0.03 Lower * 0.0000 .. 25-Year . 83.00 * 5. 00 • 14.40 6. 53 .. 14. 40 * 0. 000006 * 0. 42 * 245.52 r 51. 37 * 0.03 Lower . 0.0000 .. 50-Year . 83. 00 * 5. 00 "* 14.60 6.52 14. 60 * 0. 000005 * 0. 40 * 255.91 r 52. 57 * 0 . 03 Lower . 0.0000 r 100-Year * 83. 00 * 5. 00 "* 14. 80 6.52 14. 80 * 0.000005 r 0. 3 9 * 266.55-0-53. 77 * 0.02 ...... ***** .. '************* .. *******'****** .. *'************ ......................................................................................................................................................................................................................... Geometry File: Existing_Pipes, Future_Storm Flows Page 8 of 15 Profile Output Table Standard Table 2 ***********************•••••******************************************************************************************************************** * Reach * River Sta * Profile * E.G. Elev* W.S. Elev• Vel Head* Frctn Loss * C & E Loss* Q Left * Q Channel • Q Right* Top Width* * (ft) * {ft) • (ft) * (ft) * (ft) * (cfs) * (cfs) • (cfs} * (ft) * ************************************************************************************************************************************************ Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper * Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 7155 7155 7155 7155 7155 7082 7082 7082 7082 7082 7019 7019 7019 7019 7019 6998 6998 6998 6998 6998 6869.5 6869.5 6869.5 6869.5 6869.5 6843. 5 6843.5 6843.5 6843. 5 6843.5 6831. 5 6831. 5 6831. 5 6831.5 6831.5 6761.5 6761. 5 6761. 5 6761. 5 6761. 5 6736 6736 6736 6736 6736 6722 6722 6722 6722 6722 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 22.70 23.12 23 .29 23.40 23.49 22.43 22. 84 23. 00 23 .11 23. 20 22 .18 22.57 22. 72 22.83 22. 91 22.12 22. 51 22. 66 22.76 22.85 21. 77 22 .15 22.29 22.39 22.47 21. 70 22. 0 8 22. 22 22.31 22. 3 9 21. 68 22.05 22.19 22. 29 22.36 21.52 21. 88 22.01 22 .10 22 .18 21. 41 21.77 21.91 22.00 22.08 21. 25 21. 64 21. 78 21. 88 21 . 95 Geometry File: Existing_Pipes, Future_Storm Flows 22.49 22. 86 23. 01 23 .11 23.19 22 .12 22.44 22.57 22.65 22.71 21 . 99 22.34 22.47 22.56 22.63 21. 91 22.25 22.38 22.47 22.54 21. 57 21. 90 22.02 22.10 22.17 21.54 21. 87 21. 99 22.07 22 .13 21. 52 21. 85 21. 97 22.05 22.12 21.32 21. 63 21.74 21. 82 21. 88 21. 09 21.43 21.56 21. 65 21. 74 20. 52 20. 94 21. 06 21.14 21. 21 0.21 0.26 0.28 0.29 0.30 0.31 0.40 0.44 0.47 0.49 0.19 0.24 0.25 0.27 0.28 .21 0. 26 .28 .30 .31 0.20 0.25 * 0.27 0.29 0.30 0.16 * 0.21 0.23 0.24 0.26 0.15 0.20 0.22 0.23 0.25 0.20 0.25 .27 .29 0.30 0.32 0 . 34 . 35 . 35 0.34 . 73 . 70 .72 . 74 . 74 0.26 0.26 0.26 .27 0.27 0.21 0.22 0.23 0.23 0.23 0.06 0.06 0.06 0.06 0.06 . 35 . 36 . 37 . 37 0.37 .06 0.06 0.06 0.06 0.07 0.02 0.02 0.02 0.03 0.03 0.16 0.17 0.17 0.18 0.18 0.10 0.09 0.09 0.09 0.09 0.12 0.10 0.09 0.09 0.09 0.01 0.01 0.02 0.02 0.02 0.04 0.05 0.06 0.06 0.06 0.00 0.00 0.00 0.00 .00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 . 01 . 01 . 01 . 01 . 00 .04 0.04 0.04 0.04 0.04 0.06 0.30 0.46 0.59 0.71 0.22 0.71 0.85 .03 .27 0.06 0.46 0.74 0.98 * .22 * 0.53 * 1.53 2.05 2.45 2.84 0.22 1 . 04 1. 57 2.00 2.40 0.29 .60 . '5 0.87 .96 0.03 0.44 0.71 0.93 1.13 0.27 0.83 1.15 1.26 .42 0.03 0.50 0.79 1. 56 2.54 0.01 2.09 .5' 4.65 5.72 63. 81 84. 10 92.70 98 . 66 103. 73 63 . 38 82 . 97 91. 37 97.10 101.91 63. 81 83. 96 92.47 98. 30 103.24 63.23 82. 52 90.65 %.2<; 101.08 63.45 82.99 91.18 96.80 101.57 62.99 82. 84 91.41 97.29 102.31 63.44 83.20 91. 86 97. 56 102.41 63.62 83.10 91. 03 96.56 101.20 63. 23 80.02 86.79 90.75 93. 71 63.89 82. 38 89. 61 94.57 98.64 0.02 . 20 0.34 0.46 0.56 0.30 0.92 .28 .56 . B3 0.02 0.19 0.29 0.41 0.54 0.15 0.56 0.80 1 . 00 1. 08 0.22 0.57 0.76 0.90 1. 03 0.62 1.16 * 1. 34 .54 1. 73 0.44 0. 96 0.93 1.21 1.46 0.01 0.67 1.32 . 8 8 2.39 .64 4.07 5.92 7.40 8.75 0.14 0.32 0.47 0.65 9. 63 10.56 10. 92 11.18 * 11. 43 * 8.51 .57 10.55 11.53 12. 34 10. 68 12. 20 13.16 13. 81 14. 34 11. 21 12. 70 13. 41 13. 99 14.86 11.18 12.93 13 .50 13.89 14.20 10.97 11. 46 11. 96 12.20 12.40 11. 57 12. 92 14.40 14.70 14.91 11. 41 16.07 16.64 17.60 18.43 14. 90 18.92 23.85 26. 81 28.24 6.80 12.55 13 .20 13.59 13. 94 Page 9 of 15 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper * Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 6600 5787 5787 5787 5787 5787 5777 5777 5777 5777 5777 5764 5764 5764 5764 5764 5755 5755 5755 5755 5755 5727 5727 5727 5727 5727 5719 5719 5719 5719 5719 5699 5699 5699 5699 5699 5670 5670 5670 5670 5670 5641.5 5641.5 5641.5 5641.5 5641.5 5618.5 5618.5 5618.5 5618.5 5618.5 2 -Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year so-Year 100-Year Culvert 19. 75 20 .21 20 .47 20.65 20.86 19.73 20.19 20.45 20. 63 20. 85 19.70 20. 16 20 .43 20. 61 20. 83 19. 65 20. 11 20. 39 20. 57 20.80 19.52 19. 99 20.29 20.50 20.74 19.48 19. 96 20.27 20.48 20. 72 19. 3 9 19. 8 9 20.22 20. 43 20. 69 19. 28 19.80 20 .15 20. 37 20. 64 19.20 19. 72 20. 08 20.32 20. 59 19 .10 19.64 20. 03 20.27 20. 56 Geometry File: Existing_Pipes, Future_Storm Flows 19.70 20 .15 20. 41 20. 58 20. 80 19. 63 20.08 20. 34 20.53 20.75 19.50 19.94 20.23 20.43 20.68 19. 51 19.95 20 .24 20.45 20.70 19 .37 19. 84 20. 1 7 20. 38 20.64 19. 35 19. 82 20. 15 20.36 20.63 19.25 19. 75 20. 10 20.32 20. 59 19 .17 19. 68 20.04 20. 27 20.55 19 .11 19. 63 20. 00 20. 24 20.53 18.91 19. 4 7 19.90 20. 16 20. 47 0.05 0.06 0.06 0.06 0.06 0.10 0 .11 0 .11 0 .11 .10 0.20 . 22 0.20 0.18 0.15 0.14 0.16 0.14 0.13 0.10 0.14 0.15 .12 o .11 .10 .13 .14 .12 o .11 0.10 .14 .14 .12 0.11 0.09 0.10 0.12 0.11 0.10 0.09 0.09 0.10 0.08 0.08 0.07 0.19 0.17 0.13 0 .11 0.09 0.01 . 01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.01 0.03 0.03 0 .02 . 02 0.02 .13 .11 . 09 . 07 0.06 0.03 0.03 0.02 0.02 0.01 0.09 0.07 0.05 0.05 0.04 0.10 0.09 0.07 0.06 0.05 0.08 0.07 0.05 0.05 0.04 0.09 0.07 0.05 0.04 0.03 0.12 0.09 0.06 0.05 0.04 . 00 . 01 . 00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 . 02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 .01 0.00 0.00 0.00 0.02 .01 .01 . 01 .OD • 27.46 36.43 40.20 42.79 44 .97 6.88 11.23 13. 4 7 15 .11 16. 88 0.00 0.04 0.21 0.72 0.07 0.37 0. 71 . 25 1. 02 3. 96 6.28 7.89 * 9.67 0.80 2.82 4.94 6.52 8. 32 1. 07 3. 91 6.00 7.44 9.03 0.32 1. 31 2.34 .11 4.08 0. 2 3 .10 2.08 2.84 3.78 .22 2.25 4.33 5.71 7.28 35.57 45.93 50 .18 53.15 55.59 57.02 73.29 79. 43 83.31 85.87 63.90 83.97 90.27 93.78 95.44 63.89 83.67 90.15 92.83 93.50 62.58 78.19 81.48 83.73 84.60 62.88 80.72 86.31 89.85 91. 82 62.55 78.96 84.07 87. 42 89. 27 63.22 82. 34 89. 09 92.80 94.82 62. 04 77. 79 81.98 84.73 * 85. 79 63. 66 80.32 83.45 85.65 86.20 • 0.88 2.24 3.12 3.75 4.45 0.08 0.60 .29 2.24 0.63 3.19 5.70 8.84 0.01 0.86 2.98 6.16 10.25 0.30 2 .45 5.74 8.09 10.7] 0.22 1. 06 2.25 3. 33 4.86 0.28 1. 73 3.43 4.85 6.70 0.36 0.94 2.08 3.78 6.09 .63 5.71 9.44 12 .14 15.43 0.02 2.04 5.72 8.34 11.53 • 19. 08 19.51 19. 60 19. 67 19. 7 5 20.42 25. 32 28. 88 29. 81 30.78 9.29 17.86 22.89 25. 61 26. 92 11. 27 16. 92 25. 30 26 .16 27.26 16 . 88 23. 46 24.23 24.74 25.35 15.44 20. 37 22.59 23.91 25.50 1 7. 65 20. 79 22.95 24.36 26.10 13 .11 15.13 21. 36 22.59 24.07 16. 06 20.23 22.64 24.18 25.93 13. 53 20.50 23. 02 24.55 26. 27 Page 10 of 15 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper * Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper * Upper * Upper * Upper Upper Upper Upper Upper Upper 5595.5 5595.5 5595.5 5595.5 5595.5 5581 5581 5581 5581 5581 5566.5 5566.5 5566.5 5566.5 5566.5 5550.S 5550.5 5550.5 5550.5 5550.5 5537 5537 5537 5537 5537 5507 5507 5507 5507 5507 5490 5490 * 5490 5490 5490 5458 5458 5458 5458 5458 5387 5387 5387 5387 5387 * 5313 5313 5313 5313 5313 5000 5000 5000 5000 5000 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2 -Year 10 Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year * so-Year * 100-Year • 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 18.96 19.54 19. 96 20.21 20.52 18.90 19 .49 19. 92 20.18 20.49 18. 86 19.45 19. 8 6 20 .16 20. 4 8 18. 82 19. 40 19. 8 5 20. 15 20. 47 18. 79 19. 39 19.84 20 .15 20 .47 18.72 19.36 19.83 20.14 20.47 18.67 19. 35 19. 83 20. 14 20. 47 18.61 19. 33 19. 82 20. 14 20. 46 18.38 19.31 19. 81 20 .13 20. 46 18. 24 19.30 19. 81 20 .13 20. 46 18 . 12 19. 28 19. 79 20.12 20. 45 Geometry File: Existing.:_Pipes, Future_Storm Flows 18.84 19.42 19.86 20.12 20.44 18.74 19. 31. 19.76 20. 11 20. 46 18.70 19.29 19.81 20 .13 20. 46 18.67 19. 33 19. 82 20 .14 20. 47 18. 61 19. 32 19. 82 20.14 20.46 18.53 19. 33 19 . 82 20.14 20.46 18.59 19. 32 19. 81 20 .13 20 .46 18.39 19.32 19.81 20.13 20 .46 18.09 19 .30 19.81 20 .13 20.46 18.19 19. 30 19. 80 20 .12 20. 45 18. 10 19.28 19.79 20 .12 20. 45 0 .13 0.12 0.10 . 09 ,0, 0.16 0.17 0.15 0.08 0.03 0.15 0.16 0.05 0.03 0.02 0.15 0.07 0.02 0.01 0.01 0.18 0.07 0. 02 0.01 0.01 0.19 0.03 0.01 0.01 0.00 0. 08 * 0.03 0.01 0.01 0.01 0 .22 * . 02 * .01 .00 .00 0.29 0.01 0.00 0.00 0.00 0.05 0.01 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0. 06 * 0.05 . 04 * 0.03 * 0.02 0.04 0.04 0.02 * 0.01 0.01 0.03 0.02 0.01 0.00 0.00 0.03 0.01 0.00 0.00 0.00 . 07 . 02 0.01 0.00 0.00 0.02 0.01 0.00 0.00 0.00 0.04 0.01 0.00 0.00 0.00 0.22 0.02 0.01 0.01 0.00 0.07 0.01 0.00 0.00 0.00 0.11 0.02 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.01 0.00 0.00 0.03 0.01 0.00 0.00 0.03 0.01 0.00 0.00 0.00 0.00 0.00 .00 .00 0.00 0.01 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 . 01 0.00 0.00 0.00 0.00 0.07 . 00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 2.60 7.12 9.76 12.54 15.84 0.12 1.14 0. 96 19. 07 39. 19 2.67 27. 58 41. 35 52. 47 .Ql 18.98 39. 8 3 50. 32 59.00 .25 25. 32 48. 20 59. 72 6 9. 13 0.19 40 .15 57.24 66.30 73.94 0.09 24.80 41 . 98 51 . 36 59. 49 ,47 47.71 64 . 46 73 . 36 8 0 . 79 2.54 55.98 70.02 77.97 84.76 11. 93 49. 54 61. 61 68.98 75. 52 13 .55 46.93 57.62 64.19 6 9. 98 60. 44 74.09 77. 86 79 .59 79.61 63.66 81 . 83 88 . 67 75.71 60 . 4 7 63.89 81. 29 64 . 27 55. 90 49. 30 63.79 63.75 49.97 44.80 40.78 63.64 59 .26 45 .27 39.95 35.84 63.71 44.44 36.25 33.39 31.05 63.77 59.73 51.44 48. 2 6 45. 4 3 63. 42 36. 87 29. 01 26. 31 24 .17 61. 32 28. 56 23.42 21. 66 20.16 51.94 35.01 31. 84 30. 67 29. 43 45. 08 32. 16 30. 2 9 29.82 2 9. 2 9 0.86 3.40 5.88 7.58 9.55 0.12 1. 63 3.87 4.91 5.34 0.01 0.64 1.65 2.46 3.23 0.10 1. 87 3.70 4.57 5.22 0.00 0.02 0.03 .03 0.04 0.00 0.01 0.01 0. 01 * 0.02 . 05 .07 0.08 0.08 0.09 0.01 0.03 0.03 0.04 0.04 0.04 0.06 0.07 0.07 . 08 0.03 0.04 0.05 0.05 . 06 5.28 5.51 5.59 5.69 5.73 17.35 20.23 27.01 29.71 34 .1 7 15.68 88.63 145.53 165.99 168.17 139. 59 172. 35 177. 86 180.25 181.91 149.72 184.75 191. 96 193.81 195.06 149.85 189.21 198.43 200.12 201. 24 167.63 196.11 201. 53 204.01 205.53 178.62 193.89 197.78 200.78 203.90 201.34 219.96 223.50 225.03 226.61 194 .11 222.39 228.42 232.23 235.10 204.67 219.35 226.07 228.90 229.48 230.86 235.61 236.76 237.48 238.22 Page 11 of 15 Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland * Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Wetland Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower 4902.779 4902.779 4902.779 4902.779 4902.779 4786.615 4786.615 4786.615 4786.615 4786.615 4687.476 4687.476 4687.476 4687.476 4687.476 4581.304 4581.304 4581.304 4581.304 4581.304 4474 .4.28 4474 .428 4474 .428 4474 .428 4474 .428 4374.147 4374.147 4374.147 4374.147 4374.147 4278. 601 * 4278. 601 4278. 601 4278. 601 4278.601 4250 4226. 556 4226.556 4226.556 4226.556 4226.556 3676 3676 3676 3676 3676 3600 3423.989 3423.989 3423. 989 3423.989 3423.989 2-Year 10 Year 25-Year 50-Year 100-Year * 2-Year 10-Year 25-Year 50-Year 100-Year * 2-Year * 10-Year * 25-Year * 50-Year • 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2 -Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year • 18 .11 19.28 19. 79 * 20 .12 20. 45 18 .11 19.28 19. 79 20. 12 20. 45 18 .11 19.28 19. 79 20 .11 20 .45 18 .11 19.28 19.79 20.11 20 .45 18.11 19 .28 19. 7 9 20 .11 20 .45 18 .11 19 .28 19. 7 9 20 .11 20.45 18 .11 19. 28 19. 79 20 .11 20. 45 Culvert 17.35 17.58 17.67 17.83 18.70 18. 07 19.24 19.84 20 .11 20. 39 Culvert 16. 43 17.97 18.55 18. 79 19.02 Geometry File: Existing_Pipes, Future_Storm Flows 18 .11 19 .28 19.79 20 .12 20 .45 18. ll 19 .28 19. 7 9 20 .11 20 .45 18 .11 19.28 19. 79 20 .11 20. 45 18 .11 19.28 19. 79 20 .11 20.45 18.11 19 .28 19.79 20 .11 20.45 18.11 19 .28 19.79 20 .11 20.45 18.11 19. 28 19. 7 9 20.11 20. 45 17.29 17.47 1 7. 60 17.80 18. 70 17. 96 19.21 19.82 20 .10 20. 38 16.09 17.82 18.44 18.68 18 . 92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 0.00 0.00 0.00 a.on 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.10 0.07 0.03 0.00 0.11 0.03 0.01 0.01 0.01 0.34 0.15 0.12 0.11 0.10 0.00 0.00 0 . 00 . 00 . 00 . 00 . 00 . 00 0.00 . 00 . 00 . 00 . 00 . 00 0.00 . 00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .04 . 01 . 01 0.01 0.01 2.64 10.51 14.88 1 7. 70 20.52 2.69 11. 78 17 .13 20. 62 24.12 5.82 24. 44 35. 05 41.90 48.78 3.47 15. 01 21.78 26. 25 30. 81 4.15 18. 1 7 26. 25 31.49 36.76 5.08 22. 97 33.38 40. 1 7 47.01 0. 13 i. 96 .86 5.35 6.96 0.01 0.47 4.24 20.96 30.64 34.28 3.7.43 . 01 11. 67 16 . 33 19. 28 22. 19 .21 11.86 16 . 36 19 .18 21.96 1 . 79 6 . 69 9.18 10 . 73 12.25 4.29 16. 43 22.77 26.71 30. 52 .56 13. 21 18.30 21. 50 24.64 2.81 9.50 12. 82 14.85 16. 82 7.84 30. 93 42.99 50.47 57.85 1. 50 18.59 32.17 44.40 43.86 68.75 54.97 45. 27 42. 62 40.46 73.00 76. 00 76. 00 77.00 78. 00 2.35 10. 82 15.79 19. 02 22. 29 2.10 9.36 13. 50 16.19 18.91 0.39 1. 88 2.77 3.36 3.97 0.24 1. 56 2.45 3.05 3.67 0.29 1. 61 * 2 .45 * 3. 01 * 3.60 0. 10 * 0.53 0.80 0. 98 1.17 0.03 0.11 0.15 0.17 0.19 • 6. 50 * 14.41 14.83 11. 59 20.67 0.01 0.06 0.09 0.10 0 .11 212.48 220.17 222.54 223.85 225.21 277.97 289.14 291.76 293.45 295.52 297. 70 * 316. 36 318.92 * 320. 51 322 .16 318. 22 355.38 371.73 382.00 392. 60 409.44 414. 38 416.63 418.04 419.50 423.95 429.13 431.41 432.84 434.32 335.15 383.80 3 94 .13 395.33 396.56 30.43 63.09 84.77 110.39 247.39 67.07 111. 06 112. 75 113. 52 114.29 4.93 5.24 5.28 5.29 5.31 Page 12 of 15 Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower * Lower * Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower * Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower 3393. 683 3393.683 3393.683 3393. 683 3393. 683 3300 3060 3060 3060 3060 3060 3056 3056 3056 3056 3056 3000 2755 2755 2755 2755 2755 2751 2751 2751 2751 2751 2700 2543 2543 2543 2543 2543 2539 2539 2539 2539 2539 2500 2203 2203 2203 2203 2203 2199 2199 2199 2199 2199 2100 2-Year 10-Year 25-Year so-Year * 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 16. 38 17. 96 18. 54 18.78 19. 01 Culvert 16.02 17.64 18 .21 18.44 18. 66 16. 01 17.64 18.21 18.44 18.66 Culvert 15.73 1 7. 30 17. 87 18. 09 18. 3 0 15. 71 17.30 17.87 * 18.08 18.30 Culvert 15.32 16.95 1 7. 51 17.72 17.94 15.32 16.94 17.51 17,72 17.93 Culvert 14.81 16.51 17. 07 17.28 17 .49 14.81 16.50 1 7. 07 17.28 1 7 .49 Culvert Geometry File: Existing_Pipes, Future_Storm Flows 16.16 17.85 18.46 18.70 18. 94 15.85 17.55 18 .14 18.37 18.59 15.84 17.55 18.14 18.37 18.59 15.57 17.22 1 7. 80 18. 02 18. 2 3 15.47 17.19 17.78 18.00 18. 22 15. 07 16. 84 17.43 l 7. 64 1 7. 86 15.06 16. 84 17.43 17.64 17. 86 14.55 16.40 16.99 17 .20 17. 42 14.55 16.40 16.99 17. 20 17 .42 0.22 0.10 0.08 0.08 0.07 0.17 0.09 0.07 0.07 0.07 0.17 0.09 0.07 0.07 0.07 0.16 0.09 0.07 . 07 . 07 .25 .11 . 09 0.08 0.07 0.25 0 .11 0.09 0.08 0. 0 8 * 0.26 0.11 0.09 0.08 0.08 0.26 0 .11 0.08 0.08 0.07 0.26 0. 11 0.08 0.08 0.07 0.00 0.00 0.00 0 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 . 00 0.00 . 00 . 00 0.00 . 00 . 00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 73. 00 76. 00 76. 00 77. 00 78. 00 73. 00 76.00 76. 00 77.00 78.00 73. 00 76. 00 76.00 77.00 78.00 73.00 76. 00 76. 00 77. 00 78. 00 90.00 84. 00 83. 00 83. 00 83. 00 90.00 84. 00 83. OQ 83. 00 83. 00 90. 00 84. 00 83. 00 83. 00 83. 00 90. 00 84. 00 83. 00 83. 00 83. 00 90.00 84.00 * 83. 00 * 83. 00 83. 00 • • 5.79 6.22 6.39 6.46 6.53 5.45 5.63 5.69 5. 72 5.74 5:. 45 5.63 5.69 5. 72 5.74 5.45 5.62 5.67 5.70 5.72 5.44 5.61 5.67 5.70 5.72 5.42 5.59 5.65 5.67 5.6SI 5.42 5.59 5.65 5.67 5.69 5.40 5.57 5.63 5.65 5.67 5.40 5.57 5.63 5.65 5.67 Page 13 of 15 • Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower * Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower 2030 2030 2030 2030 2030 2026 2026 2026 2026 2026 2000 1497 1497 1497 1497 1497 1493 1493 1493 1493 1493 1400 1001 1001 1001 1001 1001 997 997 997 997 997 900 490 490 490 490 490 486 486 486 486 486 450 427. 3552 427. 3552 427. 3552 427. 3552 427.3552 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50 -Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 14.41 16.16 16. 73 16. 93 17 .14 14. 40 16.16 16. 72 16.93 1 7 .14 Culvert 13. 69 15.55 16 .12 16.32 16.53 13. 6 9 15.54 16. 12 16.32 16.53 Culvert 13 .11 15.01 15.59 15.79 16.00 13 .11 15.01 15.59 15. 79 16.00 Culvert 12. 50 14.42 15.00 15. 20 15.40 12.49 14 . 42 15. 00 15.20 15.40 Culvert 12.19 14.17 14.76 14. 96 15.16 Geometry File: Existing_Pipes, Future_Storm Flows 14.14 16.05 16. 64 16.85 17. 06 14 .14 16. 05 16.64 16.85 17. 06 13.44 15 .45 16. 04 16.25 16.46 13.43 15. 45 16.04 16. 25 16 .45 12. 87 14. 92 15.52 15. 72 15.93 12.87 14. 92 15.51 15.72 15.93 12.27 14.33 14. 93 15 .13 15.34 12. 27 14. 33 14. 93 15.13 15.34 12 .17 14.17 14. 76 14.96 15 .16 0.26 0 .11 0.08 0.08 0.07 0.27 .11 0.08 . 08 . 07 0.25 0.10 0.08 . 08 . 07 0.25 0.10 0.08 0.08 0.07 0.24 0.10 0.08 0.07 0.07 0.24 0.10 0.08 0.07 0.07 0.23 0.09 0.07 0.07 0.07 • 0 .23 * 0.09 0.07 . 07 0.07 0.01 0.00 0.00 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1. 23 3.04 3.58 3.77 3.97 90.00 84. 00 83.00 83. 00 83.00 90.00 84.00 83. 00 83 . 00 83. 00 90. 00 84.00 83. 00 SJ.OD 83.00 90.00 84.00 83. 00 83.00 83.00 90. 00 84.00 83.00 83.00 83.00 90.00 84. 00 83.00 83. 00 83. 00 90. 00 84.00 83. 00 83. 00 83. 00 90. 00 84.00 83. 00 83. 00 83.00 87.53 77. 91 75. 83 75.44 75. o 6 1.23 3.05 .59 . 78 .98 5.38 5.55 5.61 5.63 5.64 5.38 5.55 5.61 5.62 5.64 5.36 5.53 5.58 5.60 5.62 5.36 5.53 5.58 5.60 5.62 5.35 5.51 5.56 5.58 5.59 5.35 5.51 5.56 5.58 5.59 5.34 5.50 5. 54 5.56 5.57 5.34 5.50 5.54 5.56 5.57 38. 02 49.97 53.52 54. 71 55. 91 Page 14 of 15 Lower * 370.2063 * 2-Year . 12.18 12 .1 7 * 0. 01 * 0.02 * 0.00 * 1. 24 * 87 .52 * 1.23 * 38.08 Lower * 370.2063 . 10-Year . 14.17 * 14.17 * 0 .00 * 0. 00 * 0.00 3. 08 * 77. 87 * 3.05 * 50 .13 Lower * 370 .2063 * 25-Year . 14. 76 * 14.76 * 0 .00 * 0.00 * 0.00 3.63 75.79 . 3.59 * 53.69 Lower * 370 .2063 * SO-Year . 14. 96 * 14. 96 * 0. 00 * 0 . 00 * 0. 00 * 3.82 75. 40 * 3. 78 * 54.90 Lower * 370 .2063 . 100-Year * 15 .16 * 15.16 * 0. 00 * 0. 00 * 0.00 . 4. 02 * 75.01 . 3.97 * 56 .11 . . . . • . . . . . . Lower * 106.7341 * 2-Year . 12. 1 7 * 12.15 * 0. 01 * 0.00 . 0.00 * 1.15 * 87. 69 * 1. 16 * 37.91 * Lower * 106.7341 * 10-Year . 14 .17 * 14.16 * 0. 00 * 0.00 * 0.00 * 2. 95 .. 78.10. * 2. 96 * 49.95 Lower * 106.7341 • 25-Year . 14.76 * 14. 76 * 0.00 . 0 . 00 * 0.00 "* 3. 48 .. 76.03 * 3. 49 * 53. 50 Lower * 106.7341 * 50-Year . 14. 96 * 14.96 * 0.00 . 0 . 00 * 0. 00 * 3. 68 .. 75. 64 * 3. 68 * 54.70 Lower * 106.7341 .. 100-Year "* 15 .16 * 15.16 * 0. 00 * 0 . 00 * 0. 00 * 3. 87 .. 75.26 * 3.B8 . 55.90 . . . • • . . . . . . Lower * 86.6344 * ?.-Year . 12.16 * 12.15 * 0. 01 * . . 1 . 10 .. 87.79 * 1. 11 * 3 7. 90 Lower * 86.6344 * 10-Year . 14.17 * 14 .16 * 0.00 . . . 2. 87 .. 78 .25 * 2. 88 * 49.95 Lower * 86.6344 * 25-Year . 14.76 * 14.75 * 0. 00 * . . 3. 40 .. 76 .19 * 3.41 * 53. 50 Lower * 86.6344 * 50-Year . 14. 96 * 14.96 * 0.00 . . . 3. 59 .. 75.81 * 3. 60 ir 54.70 Lower * 86.6344 .. 100-Year "* 15. 16 * 15.16 * 0.00 . . . 3. 78 .. 75 .43 * 3. 79 * 55.90 . • • . . . . . • • • Lower '50 • • Culvert • . . Lower ir 0.0000 * 2-Year . 11. 71 * 11.70 * 0. 01 * • . 0.45 "* 89.10 . 0.45 . 35.19 Lower * 0.0000 * 10-Year . 13. 80 * 13.80 * 0. 00 * • . 1. 88 "* 80.24 * 1. 88 * 47. 78 Lower * 0.0000 * 25-Year 14.40 * 14.40 * 0. 00 * . . 2. 36 * 78.28 . 2. 36 * 51 . 37 Lower * 0.0000 * SO-Year 14.60 * 14.60 * 0.00 * . . 2.53 * 77.94 * 2. 54 * 52.57 Lower * 0.0000 * 100-Year * 14.80 * 14.80 * 0.00 * . . 2. 70 * 77.59 * 2.71 * 53 , 77 *******************************"******"************** .... ******************************"********"*****************"********"************************* .. ** Geometry File: Existing_Pipes, Future_Storm Flows Page 15 of 15 ... "' g i i X X X X X X xxxxxxx X X X X X X HEC-RAS version 4.1.0 Jan 2010 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California xxxxxx xxxx xxxx xx X X X X X X X X X X X X X xxxx X XXX xxxx xxxxxx X X X X X X X X X X X X X xxxxxx xxxx X X X X xxxx X X xxxx X X xxxxx ******************************************************************************** PROJECT DATA Project Title: RollingHillsFutureStorm_Flow Project File RollingHillsFutFlow.prj Run Date and Time: 2/2/2015 1:02:23 PM Geometry File: Proposed_Future_Pipe Steady Flow File: Proposed_Current Project in English units Project Description: Existing Condition Future Development Storm Flows -Flow Conditon in Springbrook HDR modified Existing Conditions model based on WSPG analysis of 19th Street stormdrain. Agreement was facilitated with the HEC-RAS model by adjusting the entrance and exit coefficients. Proposed conditions were based on HNTB proposed grading east of the 167 and proposed fish ladder culvert design. Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Current Page 1 of 14 Profile Output Table Standard Table 1 ********************************************************************************************************************************************************************** * Reach * River Sta * Profile * Q Total * Min Ch El * W.S. Elev* Crit W.S. * E.G. Elev* E.G. Slope* Vel Chnl * Flow Area* Top Width* Froude # Chl * * * {cfs) * {ft) * (ft) * lftl * (ft) * {ft/ft) * (ft/s) * (sq ft) * (ft) * ********************************************************************************************************************************************************************** Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper * Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 7155 7155 7155 7155 7155 7082 7082 7082 7082 7082 7019 7019 7019 7019 7019 6998 6998 6998 6998 * 6 998 6869.5 6869.5 6869.5 6869.5 6869.5 6843.5 6843.5 6843.5 6843.5 6843.5 6831. 5 6831.5 6831.5 6831.5 6831.5 6'761.5 6761.5 6761.5 6761.5 6761.5 6736 6736 6736 6736 6736 6722 6722 • 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2 -Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 53.70 74.00 83.70 90.70 97.60 53.70 74.00 83.70 90.70 97.60 53.70 74.00 83.70 go. 70 97. 60 53.70 74.00 83.70 90.70 97. 60 53. 70 74.00 83.70 90.70 97.60 53. 70 74. 00 83.70 90.70 97.60 53. 70 74.00 83. 70 90. 70 97.60 53. 70 74. 00 83.70 90.70 97.60 53.70 74.00 83. 70 90 . 70 97.60 53 . 70 74.00 20. 15 20. 15 20.15 20 . 15 20 .15 19.56 19.56 19. 56 19.56 19. 56 19. 67 19. 67 19. 67 19. 67 19. 67 19.52 19.52 19. 52 19.52 19.52 19.20 19.20 19.20 19.20 19. 20 19. 01 19. 01 19. 01 19. 01 19. 01 18. 8 9 18. 8 9 18. 8 9 18. 89 18. 89 18. 81 18.81 18.81 18.81 18. 81 18. 70 18. 70 18.70 18. 70 18. 70 18.23 18.23 22.27 22.68 22.85 22. 96 23.07 21.93 22.29 22. 43 22. 53 22. 62 21. 78 22, 17 22.32 22.43 22.53 21 . 70 22.09 22. 24 22. 34 22. 44 21. 36 21.74 21. 89 21.98 22.08 21. 33 21.71 21. 8 6 21.95 22.04 21. 31 21.70 21. 84 21.93 22. 02 21. 11 21. 48 21. 61 21.71 21.79 20. 87 21. 27 21.42 21.52 21. 62 20.34 20.76 Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Current 20. 34 20.76.* 22.46 22. 91 23.10 23. 23 23. 36 * 22.20 22.64 22.83 22. 95 23.08 21. 95 22. 38 22. 56 22.68 22. 79 21. 8 9 22.32 22.50 22. 62 22. 73 21. 54 21. 97 22 .14 22.25 22.36 21. 47 21. 90 22. 06 22.18 22. 28 21. 45 21.87 22. 04 22 .15 22.25 21.29 21.71 21.86 21.97 22.07 21.17 21. 60 21.76 21.87 21.97 21. 01 21. 46 0.003017 0.002876 0.002853 0.002844 0.002827 0. 004.132 0.001428 0.004584 0.004.691 0.004.825 . 002838 .002738 .002748 . 002762 . 002773 0.002774 0.002766 0.002806 . 002836 0.002869 0. 002666 0. 002685 0.002766 0.002816 0. 002869 0.001835 0.001901 0. 001989 0.002055 0.002119 0.001792 0.001867 0.001951 .002013 0.002078 0.002819 0.002874 0. 002965 0.003005 0.003060 0. 005796 0.004974 0.004787 0.004622 0.004478 . 017255 .013370 3.47 .89 4.07 4.20 4.31 4.16 4.81 5.10 5.29 5.49 3.30 . 71 .89 4.02 4.14 3.47 3.92 4.12 4.26 4.40 3.37 3.82 4.04 4.19 4.33 3.01 3 .45 3.67 3.83 3.97 2.94 3.38 3.59 3.74 3.88 .38 3.82 4.04 4.18 4.. 32 4 .41 4.69 4.83 4.90 4. 97 .54 . 74 15.50 19. 38 21.13 22.36 23.59 13.17 16.21 17.56 18.51 19.47 16 .29 20.40 22. 23 23.54 24. 86 15.87 20 .12 22.00 23. 33 24..63 16 .19 20.41 22.21 23.50 24. 7.1 18 .50 22. 71 24. 33 25. 44 26.51 18.59 22. 96 24. 78 26.03 27. 31 16 . 04 20. 27 22.32 23.83 25. 25 12 . 26 17. 81 20. 43 22.49 24.86 .21 11. 55 9.12 10.10 10. 52 10.81 11. 09 7.90 . 06 . 53 . 83 11. 20 9.79 11. 45 12.14 12.86 13.59 10.15 11.97 12.64 13 .15 13.80 10.03 12 .11 12. 87 13.33 13. 76 10. 65 11. 23 11.45 11.85 12.12 10. 30 12.64 12. 90 13 .46 14.61 9.64 14.39 16.01 16.48 17.25 9.91 17.01 18.75 21.42 26. 24 6.33 11. 30 0. 4 6 0.46 0.47 0.47 0.47 0.52 0.5S 0.57 0.58 0.59 ·" 0.45 0.45 0.46 0.46 0 .45 0.46 0.47 .47 .48 0.43 . 45 .46 0.47 0 .4 7 0.38 0.40 0.41 0.42 0.43 0.37 0.39 0.40 0.41 0.42 0.44 0.46 0.47 0.48 0.48 0.62 0.59 0.59 0.58 0.58 .01 . 92 Page 2 of 14 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper * Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 6722 6722 6722 6600 5746 5746 5746 5746 5746 5737 5737 5737 5737 5737 5717 5717 5717 5717 5717 5687 5687 5687 5687 5687 5655 5655 5655 5655 5655 5619 5619 5619 5619 5619 5579 5579 5579 5579 5579 5542 5542 5542 5542 5542 5519 5519 5519 5519 5519 5484 5484 5484 25-Year SO-Year 100-Year 2-Year 10 Year 2S-Year SO-Year 100-Year 2-Year 10 Year 25-Year SO-Year 100-Year 2-Year 10 -Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year * 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 83.70 90.70 97.60 Culvert 53.70 74.00 83.70 90.70 97. 60 53.70 74.00 83.70 90.70 97. 60 53. 70 74.00 83.70 90. 70 97.60 53. 70 74. 00 83.70 90.70 97.60 53.70 74. 00 83.70 90.70 97.60 53 . 70 74.00 83.70 90. 70 97. 60 53.70 74.00 83.70 90.70 97.60 53.70 74.00 83.70 90.70 97.60 53.70 74.00 83.70 90. 70 97. 60 53.70 74.00 83.70 18 . 23 18 . 23 18 . 23 16.49 16.49 16.49 16.49 16.19 16 .42 16 .42 16.42 16.42 16. 42 16.25 16.25 16.25 16. 25 16. 25 • 16. 01 16. 01 16. 01 16. 01 16.01 * 15.75 15.75 15.75 15.75 15.75 15.45 15. 45 15. 45 15.45 15. 45 15.13 15 .13 15.13 15.13 15.13 14. 88 14. 88 14. 88 14. 88 14. 88 14. 82 14.82 14. 82 14. 82 14 . 82 14. 73 14. 73 14.73 20. 92 21. 02 21.11 17. 56 18. 85 19. 35 19.62 19. 93 17.50 18. 8 7 19.38 19.64 19.95 17.44 18.89 19.39 * 19. 66 19. 97 * 17.17 18.88 19.39 19.65 19. 97 16 . 98 18 . 88 19. 38 19. 65 19. 96 16 . 85 18 . 88 19. 39 19 . 65 19. 97 16.81 18.88 19 .39 19. 66 19.97 16. 77 18.88 19.39 19.66 19.97 16.76 18. 88 19.39 19. 66 19. 97 16. 74 18. 88 19. 3 9 Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Current 20. 92 21. 02 21.11 1 7. 56 17.42 16.99 17.20 17.28 17.34 17.40 16.73 16. 93 17. 02 1 7. 07 17 .13 16.42 16. 62 16.70 16. 76 16.81 21. 63 21. 74 21. 85 18.04 18. 99 19. 4 6 19. 72 20.03 17.86 18. 96 19.44 19.70 20.01 17.64 18. 93 19.42 19. 6 9 20. 00 17.42 18 . 92 19. 42 19.68 19. 99 17.19 18 . 91 19 . 41 19. 67 19.98 17.00 18. 89 19. 40 19. 6 7 19. 98 16. 88 18.89 19.39 19.66 19.97 16. 83 18. 88 19.39 19.66 19.97 16. 80 18. 8 8 19. 39 7 19. 66 19. 97 * 16. 77 18.88 19.39 * 0.012052 0.011583 0.011264 .015215 . 001890 . 001110 .000903 0. 000711 0.011054 0.001010 0.000606 0.000493 0.000387 0.006522 0.000422 .000258 0.000215 0.000173 0.007881 . 000413 .000251 0. 000208 0. 000159 0.006401 0.000279 * 0.000175 * 0.000148 0.000121 0.003699 0.000180 0.000111 0.000092 0.000073 0.001663 0.000073 0.000043 0.000035 0.000028 0.001021 0.000048 0.000028 0.000023 0.000018 0. 000891 0.000038 0.000022 0.000018 0.000015 0.000591 0.000022 .000014 6.81 6.92 7.03 5.59 3.01 2.66 2.58 2.47 4.78 2.40 2.12 2.05 1. 95 3.60 1. 66 1. 50 1.46 1.40 * 4.00 1.60 1.43 1. 40 1.31 3.71 1.36 .24 . 21 1.17 . 02 .11 1. 00 0 . 97 0 . 92 2.19 0.82 0.70 0.67 0.63 1. 84 0.69 0.58 0.55 0.52 1. 73 0.62 0.53 0.51 0 .48 1. 41 0.49 0.43 13. 52 14. 78 15. 96 . 60 24.67 31 . 87 35.95 40. 97 11. 28 33 . 06 43.44 49. 48 57. 01 14 .91 47. 67 62.17 70.53 * 80.73 13 .42 47.95 62.09 70. 91 8 9 .18 14.48 55. 34 70. 38 79.20 90.32 17.78 69.24 94. 32 109.91 129. 94 24.48 121.83 174.34 202.99 236.89 29. 21 162.51 229. 87 266.26 309.36 31. 08 185.07 256.77 2 96. 56 344.45 38 .16 236.79 314.36 12 .43 13. DO 13 .45 10. 00 13. 54 14. 93 15. 66 16. 47 12. 82 19. 26 21.95 23.38 24.94 1 7. 16 27.51 30.56 32.10 33.72 15.05 26.65 36.93 43.27 48. 03 15.61 29. 27 38. 92 42.50 46.95 17.30 41. 87 56.06 62.23 72. 51 21. 21 96 .10 105.60 107. 41 109.51 22.86 129.98 133.95 136.46 139.38 24 .15 . 135.84 145.28 150. 42 155.76 29. 80 149.23 154. 74 • 0.89 .88 . 87 . 01 .39 . 31 0.28 a . 25 . 88 0.30 0.24 0.22 . 20 . 68 0.20 0.16 0.Ei 0.14 0.7S 0.20 0.16 0.15 0 .13 0.68 0. Hi 0. 13 0.12 0.11 0.52 0. 13 0 .11 0. 10 0. :J 9 0.36 . 0 9 0. (17 0.06 0.06 . 2 9 . 07 . 06 0. O'i . OS 0.27 0.06 0.05 0.05 ·°' .22 . 05 . 04 Page 3 of 14 * Upper Upper Upper Upper Upper * Uppe_r Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 5484 5484 5445 5445 5445 5445 5445 5379 5379 5379 5379 5379 5313 5313 5313 5313 5313 5265 5265 5265 5265 5265 5146 5146 5146 5146 5146 5012 5012 5012 5012 5012 4909 4909 4909 4909 4909 4817 4817 4817 4817 4817 4711 4711 4711 4711 4711 4619 4619 4619 4619 4619 SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year * 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year ·10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2 -Year 10-Year 25-Year SO-Year 100-Year 90.70 97.60 53. 70 74.00 83.70 90.70 97.60 53. 70 74.00 83. 70 90.70 97.60 53 . 70 74.00 83. 70 90.70 97.60 53 . 70 74.00 83. 70 90.70 97.60 53. 70 74.00 83. 70 90.70 97.60 53 . 70 74.00 83. 70 90.70 97.60 53. 70 74.00 83. 70 90.70 97.60 53. 70 74.00 83. 70 90,70 97.60 53.70 74. 00 83. 70 90.70 97.60 53.70 74. 00 83.70 90.70 97. 60 14. 73 14.73 14.62 14. 62 14.62 14.62 14.62 14.45 14.45 14.45 14.45 14.45 14.27 14.27 14.27 14.27 14.27 14 .15 14.15 14.15 14.15 14 .15 13. 83 13. 83 13.83 13.83 13.83 13 .47 13 .47 13 .47 13 .47 13 .47 13 .20 13.20 13 .20 13 .20 13 .20 12.95 12.95 12.95 12.95 12. 95 12.67 12. 67 12.67 12.67 12. 67 12.43 12.43 12.43 12.43 12.43 19. 66 19.97 16.73 18.88 19. 39 19. 66 19.97 16.70 18.88 19. 3 9 19. 66 19. 97 16. 67 18.88 19. 39 19.66 19. 97 16. 57 18.88 19. 39 19.66 19. 97 16.65 1B. 88 19. 39 19.66 19. 97 16.55 18.88 19. 39 19. 66 19. 97 16. 65 18. 88 19. 39 19.66 19. 97 16.64 18. 88 19. 3 9 19.66 19.97 16. 64 18. 88 19.39 19. 66 19.97 16. 64 18.88 19.39 19.66 19.97 Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Current 15.37 15.56 15. 63 15.69 15. 74 15.20 15.38 15.46 15.51 15.57 15. 02 15 .18 15.25 15.29 15.34 14.75 14. 94 15. 01 15. 06 15 .12 14. 31 14.47 14. 54 14. 58 14.62 14.14 14.33 14 .41 14.46 14. 52 13. 90 14.09 14.17 14. 23 14. 28 13. 54 13. 70 13. 77 13. 82 13.86 13.37 13.55 13. 63 13. 68 13. 74 -. 19. 6!S 19.97 16.75 18.88 19. 3 9 19. 66 19.97 16. 72 18. 88 19.J9 19.66 19. 97 16.70 18. 88 19. J9 19.66 19. 97 16. 68 18. 88 19. J9 19.66 19. 97 16. 66 18. 88 19. 39 19.66 19. 97 16.65 18. 88 19. 39 19. 66 19.97 16.65 18. 88 19.39 19. 66 19.97 16.65 18. 88 19. 39 19.66 19.97 16.64 18.88 19.39 19. 66 19.97 16. 64 18.88 19.39 19.66 19.97 .000012 0.000009 0.000413 0.000014 0.000009 0.000008 . 000006 . 000432 O.OOOOlS 0. 000010 0.000008 0.000007 0.000324 0. 000011 0.000007 0.000006 0.000005 0.000163 0.000007 0.000005 0.000004 0.000004 0.000141 0.000004 0.000003 0.000003 0.000003 0.000034 0.000002 0.000001 0.000001 0.000001 0.000039 0.000002 .000001 0.000001 0.000001 0.000028 0.000001 0.000001 0.000001 0.000001 0. 000011 0.000001 0.000001 0.000001 0.000001 0.000019 0.000001 0.000001 0.000001 0.000001 .41 0.39 1. 19 0.40 0.35 0.34 0.32 1.29 0.42 0.37 O.J6 0.34 1.17 0.37 0.33 .32 0.31 0.84 0.30 0.28 0.28 0.27 0.88 0.25 0.23 0.23 0.23 0.47 0.17 0.16 0.16 0.16 0.53 0.16 0.15 0.15 0.14 0.48 0.15 0.14 0.14 0.14 0.30 0.13 0.13 0 .13 0.13 0.42 0.17 0.16 0.16 0.15 356.43 406.48 45.09 297.12 389.58 439.J5 498.02 41.50 295.39 383.35 430.81 487.05 46. 03 337.15 419.87 463.84 515.23 64.49 383.17 469.94 516.24 570.50 68. 79 509.99 613 .15 668.12 732.49 148. 65 739.92 876.54 949.07 1033.78 148.33 864.97 1021.40 1104. 72 1202.27 168.36 951.86 1132. 72 1230. 80 1347.13 253.85 968. 92 1143. 78 1238. 94 1352. 09 177.24 839.98 1009.13 1100.93 1209.87 158. 00 162. 96 34. 69 177.98 183.68 186.25 189.24 28.98 169.44 174.82 177.98 181.86 61.02 160.99 162.84 163.81 164. 94 77.21 168.46 171.20 172.72 174.39 138. 97 200.27 203.37 204.96 206.82 210.55 265.93 268.66 270.09 271.75 247.93 303.83 308.26 310.60 313. 30 253.22 347.02 360.64 367.82 376.16 250.54 334.66 349 .48 357.29 366.36 181.50 324.34 337.44 344.34 352.36 0.04 0.03 0.18 0.04 .03 0.03 0.03 .19 .04 .03 0.03 .03 0.17 0.03 0.03 0.03 0.03 0.12 0.03 0.02 0.02 0.02 .11 0.02 0.02 .02 0.02 0.05 0.01 0.01 0.01 0.01 0.06 0.01 0.01 0.01 0.01 0.05 0.01 0.01 0.01 0.01 0.03 0.01 0.01 0.01 0.01 0.04 0.01 0.01 0.01 0.01 Page 4 of 14 * Upper Upper Upper Upper Upper Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower 4541 4541 4541 4541 4541 3016 3016 3016 3016 3016 3003 3003 3003 3003 3003 2800 2772 2772 2772 2772 2772 2771 2771 2771 2771 2771 2720 2716 2716 2716 2716 2716 2708 2708 2708 2708 2708 2550 2543 2 54 3 2543 2543 2543 2539 2539 2539 2539 2539 2500 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year- 10-Year- 25-Year- 50-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year * 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year * so-Year * 100-Year 2-Year 10-Year 25-Year * SO-Year 100-Year 2-Year 10 Year 25-Year SO-Year 100-Year 53.70 74.00 83.70 90.70 97.60 65.10 68 .48 69. 32 71.00 73.00 65.10 68.48 69.32 71.00 73.00 Culvert 65.10 68.48 69. 32 71. 00 73. 00 65. 10 68. 48 69.32 71.00 73.00 Culvert 65. 10 68 .48 69.32 71.00 73. 00 80. 10 84.48 82.32 82.00 82.00 Culvert 80.10 84 .48 82. 32 82.00 82. 00 80.10 84.48 82. 32 82. 00 82.00 Culvert 12. 22 12. 22 12. 22 12. 22 12. 22 11.76 11.76 11.76 11.76 11.76 11.76 11.76 11.76 11.76 11.76 11.13 11.13 11.13 11.13 11.13 11.13 11.13 11.13 11.13 11.13 11. 04 11.04 11.04 11.04 11. 04 11. 04 11. 04 11.04 11.04 11.04 10. 80 10.80 10.80 10. 80 10. 80 10. 80 10.80 10. 80 10. 80 10. 80 16. 63 18. 88 19.39 19. 66 19.97 16. 63 18.87 19. 38 19.65 19.97 16. 62 18. 87 19. 38 19. 65 19.96 16. 59 18. 83 19.34 19.61 19. 92 16.51 18. 79 19. 30 19. 57 19.88 15. 09 17.22 17. 69 17.88 18. 09 14. 99 17 .17 17.66 1 7. 86 18.08 14.67 16. 88 17 .37 17.57 17.78 14.67 16.88 17. 37 17.57 * 17.78 Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Current 12. 8 9 12. 92 12. 93 12. 94 12. 96 12. 88 12. 92 12. 93 12. 94 12. 96 12.86 12. 91 12 . 93 12. 96 12 . 99 13 . 02 13.09 13 . 05 13. 05 13. 05 12.78 12.85 12. 82 12.81 12.81 16.64 18.88 19.39 19. 66 19.97 16. 63 18. 87 19. 3 9 19.66 19.97 16. 63 18. 87 19. 39 19. 66 19. 97 16. 60 18.84 19. 35 19. 61 19. 92 16. 59 18.83 19. 34 * 19.61 19.92 15.24 17 .28 17.75 17.94 18 .15 15.22 17.28 1 7. 75 17. 94 18.15 14. 92 16.98 17. 46 17.65 1 7. 86 14. 92 16.98 17.46 17.65 1 7. 86 0. 000041 0.000004 0.000003 .000003 0.000003 . 000044 .000007 . 000005 . 000005 . 000004 0.000043 0.000012 . 000009 0.000009 . 000008 0.000007 .000003 0.000002 0.000002 0.000002 0.000157 0.000070 0.000061 0.000059 0.000056 0.000331 0.000122 0.000103 0.000101 . 000098 0.000536 0.000189 0.000147 0. 000135 0.000125 0.000564 0. 000194 0.000151 0.000139 0.000128 0.000566 0.000194 0.000151 0.000139 0. 000128 0.60 0.27 0.26 0.25 0.25 0.66 0.38 0.35 0.34 0.33 0.83 0.57 0.53 0.53 0.52 0.71 0.53 0.50 0 .49 0 .49 2.30 1. 66 1. 57 1. 55 1. 53 3.09 2.09 1. 95 1. 94 93 3.90 2.59 2.33 2.25 2.18 3. 98 * 2.62 2.35 2.27 2.20 .99 2.62 2.35 2.27 2.20 90.24 457.56 552.20 602.27 660.61 98.52 185.18 206.68 218.00 231 .14 78. 50 120.09 129.57 134. 56 140.34 91. 60 130. 08 138. 92 143.56 148.95 28. 36 41.27 44.26 45. 83 47.65 21. 06 32.80 35.49 36 . 55 37. 77 20.52 32.56 35.32 36. 42 37.67 20 .11 32. 20 34 . 99 36.08 37.31 20.08 32.19 34.98 36. 08 37.30 51.70 269.53 2 70. 62 271.20 271.86 32.50 59. 32 63.02 64.98 67.26 32.48 56.10 57.86 58. 79 59. 86 17.05 17.28 17.33 17.36 1 7. 39 5.54 5. 78 5.83 5.86 5.89 5.41 5.62 5. 67 5.69 5.71 5.40 5.62 5.67 5.68 5. 71 5.38 5.60 5.64 5.66 5.68 5.38 5.60 5.64 5.66 5.68 .06 . 02 . 02 0. 02 0.02 0.07 . 03 C.03 0.02 .02 . o, 0.04 0.04 C.03 0 . 03 0.05 0.03 D.0.1 0.03 0.0.1 . 18 0. 11 . '0 .10 0.09 . 28 .15 .14 .14 .13 . 35 0. :.9 .16 .16 .15 . 36 0.19 0 . 1 7 0.16 0 .1 C, 0.36 0.19 0.17 0.16 0.15 Page 5 of 14 Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower • 2203 2203 2203 2203 2203 2199 2199 2199 2199 2199 2100 2030 2030 2030 2030 2030 2026 2026 2026 2026 2026 2000 1497 1497 1497 1497 1497 1493 1493 14 93 1493 1493 1400 1001 1001 1001 1001 1001 997 997 997 997 997 900 490 490 490 490 490 486 486 486 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10 Year 2S-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 2S-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10 Year 2S-Year 80 .10 84.48 82.32 82.00 82. 00 80.10 84.48 82.32 82. 00 82. 00 Culvert 80. 10 84. 48 82.32 82.00 82.00 80. 10 84.48 82.32 82.00 82.00 Culvert 80.10 84.48 82.32 82.00 82. 00 80.10 84.48 82.32 82.00 82.00 Culvert 80.10 84.48 82.32 82.00 82. 00 80.10 84.48 82. 32 82. 00 82. 00 Culvert 80 .10 84. 48 82.32 82. 00 82.00 80.10 84. 48 82. 32 10.29 10.29 10. 29 10.29 10.29 10.29 10.29 10.29 10.29 10.29 9.94 9.94 9.94 9.94 9.94 9.94 9.94 .94 9. 94 9.94 9.14 9.14 9.14 9.14 9.14 9. 14 9.14 9.14 9.14 9.14 8.48 8.48 .48 .48 .48 .48 .48 .48 .48 .48 7.72 7.72 7.72 7.72 7.72 ·7. ·12 7.72 7.72 14 . 18 16 . 43 16.94 17.14 17. 35 14 .18 16. 43 16. 94 17 .14 17.35 13.79 16. 08 16. 60 16. 80 17. 01 13.78 16. 08 16.60 16.80 17.01 13 .14 15.47 16. 0 l 16.21 16.42 13.13 15. 47 16. 01 16. 21 16. 41 12. 64 14.93 15. 50 15. 69 15.90 12.64 14.93 lS.50 15. 69 15. 90 12 .15 14.33 14.92 15.12 15. 32 12. 15 14.33 14.92 Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Current 12.27 12.34 12.30 12.30 12.30 11. 92 11. 99 11. 95 11. 95 11. 95 11.12 11.19 11.16 11.15 11.15 10.46 10. 53 10. 50 10.49 10.49 . ,a . 77 . 74 14.43 16 . 54 17.03 17.22 17.42 14.42 16 . 54 17. 03 17.22 17.42 14 . 04 16 .19 16 . 69 16. 88 17.08 14. 04 16 .19 16 . 69 16.87 17. 08 13.37 15.57 16.09 16.28 16. 49 13 . 36 15. 56 16.09 16.28 16.48 12. 86 15. 03 15.57 15.77 15.97 12.85 15. 03 15.57 15.76 15.97 12. 34 14.43 14.99 15.19 15.39 12. 34· 14.43 14. 99 0.000561 0.000191 .000147 0.000136 0.000126 0.000563 * 0.000191 0.000148 0.000136 0.000126 0.000579 0.000192 0. 000148 0.000136 0.000126 0.000581 0. 000192 0.000148 0.000136 0.000126 0.000529 0.000180 0. 000138 0.000128 0. 000119 0.000531 0.000180 0.000139 0.000128 0. 000119 0.000478 0.000173 0.000133 0.000123 0.000114 0.000480 0.000173 0. 000133 0.000123 0. 000114 0.000409 0.000164 0.000125 0. 000116 0.000109 0.000410 0.000164 0.000126 3.97 2.60 2 .33 2.25 2.18 3.98 2.60 2.33 2.25 2.18 4.02 2.61 2.33 2.25 2.18 4.03 2.61 2.33 2.25 2.18 3.88 2.54 2.26 2.19 2.12 3.88 2. 54 2.27 2.19 2.12 3. 72 2.49 2.22 2.15 2.09 3.73 2.49 2.22 2.15 2.09 3.50 2.43 2.17 2.10 2.04 .50 2.43 2.17 20.17 32.47 35.34 36. 43 3 7. 63 20.14 32.46 35 .33 36. 42 3 7. 63 19. 92 32.41 35. 32 36. 41 3 7. 60 19. 8 9 32.40 35.32 36 .41 37.59 20. 65 33.32 36.34 37. 44 38.61 20. 62 33. 31 36. 34 37 .43 38. 60 21. 50 33.93 37.05 38.15 3 9. 30 21. 48 33. 92 37.04 38 .14 39. 29 22.89 34. 72 37.95 39.06 40. 20 22.87 34.71 37.95 • 5.36 5.57 5.62 5.64 5.66 5.36 5.57 5.62 5.64 5.66 5.35 5.56 5.60 5.62 5.64 5.35 5.56 5.60 5.62 5.64 5.34 5.53 5.58 5.60 5.61 5. 34 5.53 5.58 5.60 5.61 5. 33 5. 52 * 5.56 5.58 5.59 5.33 5.52 5.56 5.58 5.59 5 .33 5.50 5.54 5.56 5.57 5.33 5.50 5.54 0.36 0.19 0.16 0.16 0.15 0.36 0.19 0.16 0.16 0.15 0.37 0.19 0.16 0.16 0.15 .37 0.19 0.16 0.16 0.15 0.35 0.18 0.16 0.15 0.14 0.35 0.18 0.16 0.15 0.14 0.33 0.18 0.15 0.14 0 .14 0.33 0.18 0.15 0.14 0.14 0.30 0.17 0.15 0 .14 0.13 0.30 0.17 0.15 Page 6 of 14 Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lawer Lawer Lawer Lawer Lawer Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Proposed Proposed Proposed Proposed Wetland Wetland Wetland Wetland Wetland 486 "" 486 450 427.3552 427. 3552 427. 3552 427.3552 427.3552 370.2063 370.2063 370.2063 370.2063 370.2063 106.7341 106.7341 106. 7341 106. 7341 106. 7341 86. 6344 86. 6344 86. 6344 86. 6344 86.6344 50 0.0000 0.0000 0.0000 0.0000 0.0000 53 53 53 53 53 48 48 48 48 48 10 Proposed Proposed Proposed Proposed Proposed Wetland Wetland "" 3 Wetland "" 3 Wetland "" 3 Wetland "" 3 SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year"" 2-Year 10 Year 25-Year 50-Year "" 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year so-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year ""2-Year 10-Year 25-Year SO-Year 100-Year 82.00 82.00 Culvert 80.10 84.48 82. 32 82. 00 82. 00 80. 10 84.48 82.32 82.00 82.00 8 0 .10 84.48 82.32 82.00 82.00 80.10 84.48 82.32 82.00 82.00 Culvert 80.10 84.48 82.32 82. 00 82.00 0.00 23.52 36. 6 8 45. 00 53. 00 0.00 23. 52 36.68 45. 00 * 53. 00 Culvert 0.00 2 3. 52 36.68 45. 00 53.00 0.00 23.52 36.68 45. 00 53.00 7.72 7. 72 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7. 3 0 * 7.30 7. 30 5.00 5.00 5.00 5.00 5.00 16. 79 16. 79 16. 79 16. 79 16. 79 16 . 97 16. 97 16.97 16.97 16. 97 17.00 17.00 17.00 17.00 17.00 17.00 1 7. 00 17.00 1 7. 00 1 7. 00 15. 12 15.32 12.08 14.17 14. 75 14. 95 15 .15 12.07 14 .17 14, 75 14. 95 15.15 12. 06 14 .17 14 . 75 14 . 95 15 .15 12.06 14 .17 14.75 14.95 15.15 11. 70 13. 80 14.40 14. 60 14.80 17.03 18. 86 19. 3 7 19. 66 19. 94 17. 03 18.84 19.34 19.63 19. 90 17.03 17 .41 17.54 17.67 18.68 17.03 17.21 17.60 1 7. 80 18.70 9.73 9.73 8.53 8.57 8.55 .54 .54 . 49 6.54 6.52 * 6.51 6.51 16. 92 17.24 17.36 17.43 17.49 17. 01 17. 53 17.72 17. 83 1 7. 92 17.41 17. 54 17. 62 17.03 17.21 17.28 17.32 17.35 15. 19 15. 3 9 12.09 14 .18 14. 75 14.95 15. 15 12. 08 14 .17 14. 75 14. 95 15 .15 12. 07 14.17 14.75 14. 95 15 .15 12. 07 14 .17 14. 75 14 . 95 15.15 11. 71 13. 80 14.10 14.60 14.80 17.03 18.87 19. 38 19.67 19. 95 17.03 18.86 19.37 19. 6 7 19. 95 17.03 1 7. 60 17.79 17.90 18.72 1 7. 03 1 7. 31 1 7. 63 17.82 18.71 • . 000116 .000109 0.000056 0.000012 0. 000008 0.000007 0.000007 0.000056 0.000012 0.000008 0.000007 .000007 0.000051 0.000012 .000008 0.000007 . 000006 .000047 0. 000011 0.000007 0. 000007 0.000006 0.000025 0.000008 0.000005 0.000005 0.000004 0.000000 0.000058 0.000065 0.000068 0.000068 0.000000 0.000274 0.000303 0.000309 0.000310 0.000000 0.018408 0.016893 0.012231 0.000655 0.000000 0.022295 0.001535 0.000882 0.000097 2.10 2.04 0.86 0.55 0 .48 0.46 0.44 0.86 0.55 0.48 0.46 .44 . 84 0.54 0.47 0.45 0.44 0.82 0.53 0.46 0.45 0.43 0 . 66 0.47 0.41 0.40 .39 0.00 0.59 0.73 0.80 0.86 0.00 1. 24 1. 53 1. 67 1. 78 0.00 3.48 3.97 3.84 1. so 0.00 2.56 1. 35 .23 .65 39.06 40. 19 103.58 195.17 225.21 235.87 246.91 103.54 195.46 225.61 236.31 247.40 106. 05 198.08 228.17 238.85 249.90 108. 72 200.77 230.87 241.54 252.60 128.66 215. 77 245. 52 255.91 266.55 2.69 39. 74 50. 01 55. 98 61.57 0.47 18. 96 24.04 26.99 2 9. 77 0.40 6.75 .24 11. 73 35. 32 .1' 9.19 27.23 36 . 65 81 . 11 5.56 5.57 37.45 50. 00 53.48 * 54. 66 55. 86 37.51 50. 16 53. 66 54. 85 56. OS 37. 34 4 9. 98 53.47 54. 65 55. 85 37. 34 49.98 53. 46 54.65 55.85 3 5 .19 47.78 51. 37 52.57 53.77 152.75 280.67 282.76 283. 97 285.13 168.53 276.93 278.97 280.14 281.25 15 .29 1 7. 97 18. 92 19. 83 26. 92 44.23 44.99 46. 65 47.50 51.30 0.14 0.13 0.08 0.04 0.03 0.03 0.03 0.08 . 04 0.03 0.03 0.03 0.08 0.04 0.03 0.03 0.03 0.07 0.04 0.03 0.03 0.03 0.05 .03 0.03 0.03 .02 . 00 . 07 .08 0.09 .09 a.co 0. 16 0.18 0.18 0. 18 . 00 . 00 . 00 .88 . 23 0.00 . 00 0. 3:. 0.25 0.09 **""""*****""""**""**""""""***""""""***""*""""**""**""""**""***""**""""***********************""""******""*******""""""******""**""****""*****""*******************""""**""*""**""""**""""""*******""""""""*""""""*** Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Current Page 7 of 14 Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Current Page 8 of 14 Profile Output Table Standard Table 2 ***************************************************************************************************************************************************** * Reach * River Sta • * Profile * E.G. Elev* W.S. Elev* Vel Head* Frctn Loss* C & E Loss • Q Left• Q Channel * Q Right * Top Width* {ft) * (ft) * (ft) * (ft} * (ft) • (cfs) • (cfs) * (cfs) * lft) * ***************************************************************************************************************************************************** Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper * Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper * Upper 7155 7155 7155 7155 7155 7082 7082 7082 7082 7082 7019 7019 7019 7019 7019 6998 6998 6998 6998 6998 6869.5 6869.5 6869.5 6869.5 6869. 6843.5 6843.5 6843.5 6843.S 6843.5 6831.5 6831.5 6831.5 6831.5 6831.5 6761.5 6761.5 6761.5 6761.5 6761.5 6736 6736 6736 6736 6736 6722 6722 6722 6722 6722 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year so-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50 -Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 22.46 22. 91 23 .10 23. 23 23. 36 22.20 22.64 22.83 22.95 23. 08 21. 95 22.38 22.56 22.68 22. 79 21. 89 22.32 22.50 22.62 22. 73 21.54 21.97 22.14 22 .25 22.36 21.4 7 21. 90 22.06 22.18 22.28 21.45 21. 87 22.04 22 .15 22.25 21. 29 21. 71 21. 86 21.97 22. 07 21. l 7 21. 60 21.76 21. 87 21. 97 21. 01 21. 46 21. 63 21. 74 21. 85 22. 27 22. 6 8 22. 85 22. 96 23.07 21. 93 22. 29 22. 43 22.53 22.62 21. 7 8 22 .17 22.32 22.43 22.53 21. 70 22.09 22.24 22. 34 22.44 21.36 21. 74 * 21. 89 21.98 22. 08 21. 33 21. 71 21.86 21. 95 22.04 21.31 21.70 21. 84 21.93 22. 02 21.11 21. 48 21. 61 21. 71 21. 79 20. 87 21. 27 21. 42 21. 52 21. 62 20. 34 20. 76 20.92 21. 02 21.11 Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Current 0.19 0.23 0.26 0.27 .29 .27 . 35 .40 .43 0.46 0.17 0.21 0.23 0.25 0.26 0.19 0.23 0.26 0.27 0.29 0.18 0.22 0.25 0.27 0.28 0.14 .18 . 21 .22 0.24 .13 .18 0.20 0.21 0.23 0.18 0.23 0.25 0.27 0.28 0.30 0.33 0.31 0.35 0.35 0.66 0.70 0.70 0. 72 0.73 0.26 0.26 0.26 0.26 0.27 0.21 0.22 0.22 0.22 0.23 0.06 0.06 0.06 0.06 0.06 . 35 0.35 . 36 .36 0.37 0.06 0.06 0.06 0.06 0.06 0.02 0.02 0.02 0.02 0.02 0.16 0. 16 0.17 0.17 0.18 0.10 0.09 0.09 . 09 . 0 9 .13 .11 .10 _o, . 09 0.01 0.01 0.01 0.02 0.02 0.03 0.04 0.05 0.05 0.06 0.00 0.00 0.00 0.00 0.00 . 0. 00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.00 0.00 . 00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.04 0.04 0.04 0.04 0.04 0.01 0.16 0,29 0.41 0.54 0.08 0.42 0.69 0 .92 0 .96 0.00 0.21 0.43 0.65 0.90 0.21 0 .96 1. 4 7 1. 89 2.31 0.04 0.55 0.99 l. 39 1. 85 0.16 0.44 .59 0.70 0.83 0.01 0. 18 0. 41 * 0. 62 0.86 0.09 0.52 0.80 .05 1.21 0.15 .46 0.71 . 22 0.57 l. 92 3.05 4.26 53. 69 73.76 83.22 90.00 96. 64 53. 50 73. 01 82 .13 88.62 95.18 53. 70 73. 71 8 3. 09 89.80 96. 33 53.44 72. 72 81.69 88. 0 9 94. 36 53. 56 73. 07 82 .16 88. 61 94. 90 53.15 * 72 .69 81.98 88 . 74 95.30 53 . 4 7 73 . 15 82 . 35 8 9. 05 95.63 53 . 61 73.31 82.29 88.55 94.71 53.67 71 . 68 79 .34 84. 62 89.51 53.70 73.41 81. 66 87.40 92 .92 • 0.00 0.09 0.19 0.29 0 .41 0.12 0.57 0.89 1. 16 .47 0.00 0.08 0.17 0.25 0.37 0.05 0.32 . 54 0.72 . 93 0.10 0.38 0.55 0.70 0.85 .39 . 87 1. 14 1.26 . 47 .22 .68 . 93 1. 02 1.11 0.17 0.61 .11 .68 0.03 2.16 3.89 5.36 6.87 0.02 0.12 0.25 0.41 9 .12 10.10 10. 52 10. 81 11. 0 9 7.90 9.06 9.53 9.83 11. 20 9.79 11. 45 12 .14 12. Bfi 13. 59 10. 15 11.97 12. 64 13. 15 13. 80 10. 03 12 .11 12.87 13. 33 13. 76 10.65 11.23 11. 45 11.85 12.12 10.30 12. 64 12. 90 13 .46 14. 61 9.64 14. 3 9 16.01 16.48 17.25 9. 91 17.01 18.75 21. 42 26 .24 6.33 11. 30 12. 4.3 13. 00 13. 45 Page 9 of 14 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 6600 5746 5746 5746 5746 5746 5737 5737 5737 5737 5737 5717 5717 5717 5717 5717 5687 5687 5687 5687 5687 5655 5655 5655 5655 5655 5619 5619 5619 5619 5619 5579 5579 5579 5579 5579 5542 5542 5542 5542 5542 5519 5519 5519 5519 5519 5484 5484 5484 5484 5484 5445 5445 5445 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year * 10 Year 25-Year * 50-Year * 100-Year 2-Year 10 Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year so-Year 100-Year * 2-Year * 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year * 2-Year 10-Year 25-Year * so-Year * 100-Year • 2-Year 10-Year * 25-Year so-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year Culvert 18. 04 18 . 99 19. 46 19. 72 20.03 17.86 18.96 19. 44 19. 70 20.01 17.64 18. 93 19 .42 19.69 20.00 17 .42 18.92 19 .42 19.68 19.99 17.19 18.91 19 .41 19.67 19.98 17.00 18.89 19.40 19. 67 19.98 • 16.88 18.89 19.39 19. 66 * 19.97 16. 83 18. 88 19. 3 9 19. 66 19.97 16. 80 18. 88 19. 3 9 19. 66 19.97 16.77 18. 88 19. 3 9 19. 66 19.97 16.75 18. 88 19. 3 9 17.56 18.85 19. 35 19.62 19.93 17.50 18.87 19.38 19.64 19.95 17 .44 18.89 19. 39 19. 66 19. 97 17.17 18.88 19.39 19. 65 19. 97 16. 98 18. 88 19.38 19.65 19. 96 16. 85 18. 88 19. 3 9 19. 65 19.97 16.81 18.88 19.39 19. 66 19.97 16. 77 18. 88 19.39 19. 66 19.97 16.76 18. 88 19. 39 19. 66 19.97 16. 74 18. 88 19. 39 19. 66 19.97 16. 7 3 18. 88 19. 3 9 • • Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Current 0 .49 0 .14 .11 0.10 * 0.09 0.35 0.09 . 07 0.06 0.06 0.20 0.04 0.03 0.03 0.03 0.25 0.04 0.03 0.03 0.03 0.21 0.03 0.02 0.02 0.02 0 .14 0.02 0.01 0.01 . 01 0.07 0.01 0.01 0.01 0.00 . 05 . 01 0.00 . 00 0.00 0.05 . 00 . 00 . 00 . 00 . 03 . 00 . 00 . 00 0.00 0.02 . 00 . 00 .12 . 01 . 01 . 01 . 00 .17 . 01 . 01 . 01 . 00 .22 . 01 . 01 0.01 . 01 0.22 0.01 0.01 0.01 0.00 0.17 0.01 0.00 0.00 . 00 0.10 0.00 0.00 0.00 . 00 0.05 0.00 0.00 . 00 .00 .02 . 00 . 00 . 00 . 00 .02 . 00 . 00 . 00 .00 .02 . 00 .00 .00 . 00 . 03 . 00 0,00 0.04 0.02 0.01 0.01 0.01 0.05 . 01 . 01 . 01 . 01 . 00 . 00 . 00 . 00 0.00 0.01 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 . 00 0.02 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 01 .20 0.41 . 71 . 03 2.50 4.10 5 .13 . 35 . 00 1. 24 2.12 2. 72 3.44 . 01 . 79 2.31 2.89 0 .33 0.82 .18 .66 0.22 0.58 .09 0.65 2.24 3.28 4.50 2.96 5.01 6.15 7.42 2.03 3 .91 5.13 6.68 4.03 6.37 7. 73 9.15 7.25 11.10 53.70 73. 99 83 .49 90.24 96.71 53. 67 71.50 79.58 85 .47 90. 93 53.70 72.14 80.10 85.84 91.15 53.70 72. 99 81.75 87. 86 91.48 53.70 73.67 82.74 89 .15 95 .13 53.70 73. 4 9 81.01 86 .13 90.59 53.70 66. 40 68.02 70.13 71.67 53.70 61. 96 61.84 63.39 64.44 53.70 58.86 59. 07 60.64 61.64 53.70 55. 87 56.99 59. 03 60.73 53.70 52. 96 54.22 . 01 . 05 .18 . 02 0.11 . 32 0.61 .48 2.14 3.01 0.16 0.53 3.23 0.00 0.14 0.37 . 81 0.51 2.46 3 . 99 5 .92 6.95 13 .44 17.29 21.44 9.08 16.85 21.16 25.74 13 .11 20. 72 24.93 29.28 14 .10 20.34 23.93 27.72 13.79 18. 38 10. 00 13. 54 14. 93 15. 66 16.47 12. 82 19. 26 21. 95 23. 38 24.94 1 7. 16 27.51 30. 56 32.10 33. 72 15.05 26.65 36. 93 43 .27 48.03 15.61 29 .27 38.92 42. 50 46.95 17.30 41. 87 56.06 62.23 72. 51 21.21 96.10 105.60 107.41 109.51 22.86 129.98 133.95 136.46 139.38 24.15 135. 84 145.28 150.42 155.76 2 9. 80 149.23 154.74 158.00 162. 96 34. 6 9 177.98 183.68 Page 10 of 14 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 5445 5445 5379 5379 5379 5379 5379 531?, 5313 5313 5313 5313 5265 5265 5265 5265 5265 5146 5146 5146 5146 5146 5012 5012 5012 5012 5012 4909 4909 4909 * 4909 4909 4817 4817 4817 4817 4817 4711 4711 4711 4711 * 4711 4619 4619 4619 4619 4619 454) 4541 4541 4541 4541 SO-Year 100-Year 2 -Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10 Year * 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 19. 66 19. 97 16. 72 18. 88 19.39 19. 6 6 19.97 16.70 18.88 19.39 19.66 19.97 16. 68 18. 88 19. 3 9 19. 66 19.97 16. 66 18.88 19. 39 19.66 19. 97 16. 65 18.88 19.39 * 19. 66 19.97 16.65 18.88 19. 3 9 19. 66 19.97 16.65 18.88 19. 3 9 19. 66 19. 97 16.64 18.88 19.39 19. 66 19. 97 16 . 64 18 . 88 19. 39 19. 66 19. 97 16. 64 18.88 19. 39 19. 66 19. 97 19. 66 19.97 16.70 18.88 19. 39 19. 66 19.97 16.67 18. 88 19. 39 19. 66 19.97 16 . 67 18. 88 19. 39 19. 66 19. 97 16. 65 18. 88 19. 39 19. 66 19. 97 16.65 18. 88 19.39 19.66 19.97 16.65 J 8. 88 19.39 19. 66 19.97 16. 64 18. 88 19. 3 9 19. 66 19. 97 16. 64 18. 88 19. 3 9 19. 66 19. 97 16.64 18.88 19. 39 19.66 19. 97 16.63 * 18.88 19. 3 9 19. 66 19.97 Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Current 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.00 0.00 .00 . 00 .00 0.00 0.00 0.00 0.00 0.00 * 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 . 00 . 00 . 00 0.00 0.00 . 00 . 00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.02 . 00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 . 02 . 00 . 00 . 00 . 00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .00 .00 0.00 0.00 0.00 .00 .00 0.00 0.00 0.00 0.00 0.00 .00 0.00 0.00 0.00 0.00 0.00 . 00 . 00 . 00 . 00 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13. 38 15.85 16.76 21.38 24 .18 27. 07 18.20 22. 37 25. 01 27. 71 11.93 15. 32 17.42 19. 65 22.29 26 . 52 29. 34 32 . 21 21 .13 25.81 28.86 32.01 30.99 36. 80 40.68 44.65 30.88 36.93 40.98 45 .18 16. 82 20.92 23. 64 26.55 15 .12 19. 02 21.57 24. 31 0.46 0.86 1.11 1.40 * 56. 24 57.89 53.70 48.31 49 .27 51. 07 52. 53 53.70 43.53 45.24 47 .28 49. 04 53. E,8 48 .45 51.26 53. 96 56.35 52.58 34. 00 36. 02 37.94 39. 65 47. 60 36.22 38. 67 40.84 42.81 40. 79 24.38 25. 93 27. 35 28.62 39.03 23.76 25 .16 26.46 27. 59 41. 22 35.0.3 37.62 39. 79 41 . 72 45. 38 33.21 34.63 36.16 37. 41 53. 66 46. 06 48. 07 50. 23 52.05 21. 08 2.3. 86 8.93 13.05 15.45 17.99 0.00 12 . 27 16 . 09 18.42 20.85 0.02 13. 62 17 .12 19. 32 21. 61 1.12 17. 71 21.16 2;3 .43 25.74 6.10 16. 65 19.22 21.00 22. 78 12. 91 18.64 20.97 22.67 24.33 14.67 19. 35 21.61 23.25 24.83 12.48 22. 15 25. 16 27. 28 29.33 8.32 25. 67 30.05 32. 97 35. 88 . 04 27. 48 34. 77 3 9. 35 44.15 186.25 189.24 28.98 169.44 174. 82 177. 98 181.86 61.02 160.99 162.84 163.81 164.94 77.21 168.46 171. 20 172. ?2 174.39 138. 97 200. 27 203. 37 204. 96 206. 82 210.55 265.93 268.66 270.09 271. 75 247.93 30-3. 83 308.26 310.60 313.30 253.22 347.02 360.64 367.82 376.16 250.54 334.66 349.48 357.29 366.36 181.50 324.34 337.44 344. 34 352.36 51.70 269.53 270. €i2 271.20 271.86 ., Page 11 of 14 Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower 3016 3016 3016 3016 3016 3003 3003 3003 3003 3003 2800 2772 2772 2772 2772 2772 * 2771 * 2771 2771 2771 2771 * 2720 • * 2716 2716 2716 2716 2716 2708 2708 2708 2708 2708 2550 2543 2543 2543 2543 2543 2539 2539 2539 2539 2539 2500 2203 2203 2203 2203 2203 2199 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 1 O Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year * 50-Year 100-Year • • 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year * 10-Year 25-Year 50-Year * 100-Year 2 -Year 10-Year 25-Year SO-Year 100-Year 2-Year 16. 63 18. 87 19. 39 19. 66 19. 97 16 . 63 18 . 87 19.39 19.66 '19. 97 Culvert 16.60 18.84 19.35 19. 61 19. 92 16.59 18.83 19.34 19.61 19. 92 Culvert 15.24 17.28 * 17.75 * 1 7. 94 * 18. 15 15.22 17.28 17. 75 17. 94 18 .15 * Culvert 14. 92 16. 98 17. 46 1 7. 65 1 7. 86 14. 92 16.98 17.46 1 7. 65 1 7. 86 Culvert 14.43 16. 54 17.03 17. 22 17. 42 14.42 • • 16.63 18.87 19. 38 19. 65 19. 97 16.62 18.87 19. 38 19. 65 19.96 16. 59 18.83 19. 34 19.61 19.92 16.51 18.79 19.30 19. 57 19.88 15. 09 17.22 17.69 1 7. 88 18. 09 14.99 1 7. 1 7 1 7. 66 1 7. 86 18. OB 14.67 16. 88 17.37 17.57 17. 78 14.67 16. 88 17.37 17.57 17. 78 14.18 16. 43 16.94 17.14 17.35 14.18 0.01 0.00 0.00 0.00 0.00 0. 01 0.01 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.08 0.04 0.04 0.04 0.04 0.15 0.07 0.06 .06 .06 .24 0.10 0.08 0.08 . 07 0.25 .11 0.09 0.08 0.08 . 25 0 .11 0.09 . 08 0.08 0.24 0.11 0.08 0.08 0.07 0.25 Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Current . 00 . 00 . 00 . 00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .00 0.00 . 00 0.00 0.00 0.00 . 00 . 00 . 00 . 00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.54 0.67 0.74 0.83 65.10 67. 54 * 67. 96 69. 39 71.11 65. 10 68. 48 69. 32 71. 00 7 3. 00 65.10 68.48 69.32 71.00 73.00 65.10 fi8 .48 69.32 71. 00 73.00 65.10 6 8. 48 6 9. 32 71. 00 73.00 80 .10 84.48 82.32 82.00 82.00 80.10 84.48 82.32 82.00 82. 00 80.10 84.48 82.32 82. 00 82. 00 80. 10 84.48 82.32 82. 00 82. 00 80. 10 0.40 0.69 0.86 . 06 32. 50 59. 32 63. 02 64. 98 67.26 32 .48 56.10 57. 86 58.79 59.86 17.05 17.28 17.33 17.36 17.39 5.54 5.78 5.83 5.86 5.89 5.41 5. 62 5. fi7 5.69 5.71 5.40 5.62 5.67 5.68 5.71 5. 38 5.60 5.64 S.66 5.68 5.38 5.60 5.64 5.66 5.68 5.36 5.57 5. fi2 5. 64 5.66 5.36 Page 12 of 14 Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower 2199 2199 2199 2199 2100 2030 2030 2030 2030 2030 2026 2026 2026 2026 2026 2000 1497 1497 1497 1497 1497 1493 1493 1493 1493 1493 1400 1001 1001 1001 * 1001 * 1001 • 997 997 997 * 997 997 900 490 490 490 490 490 486 486 486 * 486 486 450 427.3552 427.3552 • 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year * 10-Year * 25-Year * SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 16. 54 17. 03 17.22 17.42 culvert 14.04 16 .19 16. 69 * 16.88 17.08 14.04 16 .19 16. 69 16. 87 17.08 Cul VPrt 13. 37 15.57 16.09 16. 28 16. 4 9 13. 36 15.56 16.09 16. 28 16.48 Culvert 12.86 15.03 15.57 15.77 15.97 12. 85 15.03 15.57 15.76 15. 97 Culvert 12. 34 14. 43 14. 99 15.19 15.39 12. 34 14. 43 14. 99 15.19 15.39 Culvert 12. 09 14. 18 16.43 16. 94 17.14 17.35 13. 79 16.08 16.60 16.80 17.01 13.78 16.08 16.60 16.80 17.01 13.14 15 .47 16.01 16.21 16.42 13 .13 15 .47 16.01 16.21 16.41 12.64 14.93 15.50 15.69 15.90 12. 64 14. 93 15.50 15. 6 9 15.90 12. 15 14.33 14. 92 15 .12 15.32 12 .15 14.33 14. 92 15.12 15.32 12.08 14 .17 Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Current 0 .11 0.08 0.08 0.07 0.25 0.11 0.08 0.08 0.07 0.25 0.11 0.08 0.08 0.07 0.23 0.10 0.08 0.07 0.07 0.23 0.10 0.08 0.07 0.07 0.22 0.10 0.08 0.07 0.07 0.22 .10 .08 0.07 0.07 0.19 . 09 * .07 * . 07 .06 .19 * 0.09 0.07 0.07 . 06 0.01 0.00 . 00 . 00 . 00 . 00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 . 00 . 00 . 00 . 00 . 00 0.00 0.00 . 02 ·°' 84.48 82. 32 82.00 82. 00 80.10 84.48 82.32 82.00 82.00 80.10 84.48 82. 32 82. 00 82. 00 80. 10 84.48 82.32 82. 00 82.00 80.10 84.48 82.32 82.00 82. 00 80. 10 84.48 82.32 82.00 82.00 80. 10 84.48 82. 32 82. 00 82. 00 80.10 84.48 82. 32 82. 00 82. 00 80.10 84. 48 82.32 82. 00 82. 00 78.06 78.34 1.02 3.07 • • • 5.57 5.62 5.64 5.66 5.35 5.56 5.60 5.62 5.64 5.35 5.56 S.60 5.62 5. 64 5.34 5.53 5.58 5.60 5.61 5.34 5.53 5.58 5.60 5.61 5.33 5.52 5.56 5.58 5.59 5.33 5.52 5.56 5.58 5.59 5.33 5.50 5.54 5.56 5.57 5.33 5.50 5.54 5.56 5.57 37.45 50.00 Page 13 of 14 Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland * Proposed Wetland Proposed Wetland Proposed Wetland * Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland 427.3552 427.3552 427.3552 370.2063 370.2063 370.2063 370.2063 370.2063 106.7341 * 106. 7341 106.7341 106.7341 106.7341 86.6344 86. 6344 86. 6344 86.6344 86. 6344 50 0.0000 0.0000 0.0000 0.0000 0.0000 53 53 53 53 53 48 48 48 48 48 10 a 8 3 3 3 25-Year 50-Year 100-Year 2-Year 10 Year 2S-Year so-Year 100-Year 2-Year 10-Year 2S-Year so-Year 100-Year 2-Year 10-Year 2S-Year SO-Year 100-Year 2 -Year 10-Year 2S-Year so-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year *. 2-Year • 10 Year 25-Year * 50-Year * 100-Year * 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 14. 75 14. 95 15.15 12. 08 14 .17 14,75 14. 95 15 .15 12. 07 14.17 14.75 14. 95 15.15 12. 07 14 .17 14. 75 14. 95 15 .15 Culvert 11. 71 13. 80 14.40 14. 60 14. 80 1 7. 03 18. 87 19. 38 19. 67 19. 95 17.03 18.86 19. 3 7 19. 67 19. 95 Culvert 17.03 17.60 17.79 17.90 18. 72 17. 03 17.31 1 7. 63 1 7. B2 18. 71 14. 75 14.95 15 .15 12.07 14.17 14.75 14.95 15.15 12.06 14.17 14.75 14.95 15.15 12. 06 14.17 14.75 14. 95 15.15 11. 70 13. 80 14. 40 14. 60 14.80 17. 03 18. 86 19. 37 19. 66 19.94 17.03 18. 84 19.34 19.63 19. 90 17.03 17. 41 17. 54 17.67 18. 68 17. 03 17.21 17. 60 17.80 18. 70 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 .01 .00 .00 .00 0.00 0.00 0.01 0.01 0.01 0.01 0.00 0.02 0.04 0.04 . 05 0.00 0.19 0.24 0.23 0.03 0.00 0.10 0.03 0.02 0. 01 *. 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 . 00 . 00 . 00 . 00 . 00 0.10 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 * 0.00 0.00 0.00 0.00 0.00 .00 0.00 0.00 0.00 0.03 0.06 0.06 0.01 3.55 3.72 3. 9) 1. 03 3 .11 3.59 3.77 3.96 0.95 2.97 * 3. 45 * 3.62 .81 0. 91 '* 2.89 3.37 3.54 3.73 0.40 . 8 9 2.34 2.50 2.67 75.22 74.55 74.17 78.06 78.31 75.17 74.50 74,12 78.19 78. 54 75.41 74.75 74.37 78.28 78.69 75.58 74.91 74.53 79.30 80.70 77.64 77.00 76.65 0.00 23.52 36.68 45.00 53.00 0.00 23.52 36.68 45.00 53.00 0.00 23.52 36. 68 45. 00 53. 00 0.00 23. 52 36. 68 45. 00 53. 00 3.55 3.73 3.92 1. 02 3.07 3.S5 3.73 3. 92 0.95 2.98 3.46 3.63 * 3. 82 * 0.91 2. 90 3.37 3.55 3. 74 0 .40 1.89 2.34 2.50 2.68 53. 48 54.66 55.86 37.51 50.16 53.66 54.85 56.05 37. 34 49.98 53.47 54.65 55.85 37. 34 49.98 53.46 * 54.65 55. 85 35.19 47.78 51. 37 52.57 53.77 152.75 280.67 282.76 283.97 285 .13 168.53 276.93 278.97 280.14 281.25 15. 2 9 17.97 18. 92 19. 83 26. 92 44.23 44. 99 46. 65 47. 50 51. 30 ***************************************************************************************************************************************************** Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Current Page 14 of 14 X X X X X X xxxxxxx X X X X X X HEC-RAS Version 4.1.0 Jan 2010 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second street Davis, California xxxxxx xxxx xxxx xx X X X X X X X X X X X X X xxxx X XXX xxxx xxxxxx X X X X X X X X X X X X X xxxxxx xxxx X X X X xxxx X X xxxx X X xxxxx ******************************************************************************** PROJECT DATA Project Title: RollingHillsFutureStorm_Flow Project File RollingHillsFutFlow.prj Run Date and Time: 2/2/2015 1:32:10 PM Geometry File: Proposed_Future_Pipe Steady Flow File: Proposed_Future Project in English units Project Description: Existing Condition Future Development Storm Flows -Flow conditon in Springbrook HDR modified Existing Conditions model based on WSPG analysis of 19th Street stormdrain. Agreement was facilitated with the HEC-RAS model by adjusting the entrance and exit coefficients. Proposed conditions were based on HNTB proposed grading east of the 167 and proposed fish ladder culvert design. Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Future Page 1 of 13 Profile Output Table -Standard Table 1 ********************************************************************************************************************************************************************** * Reach * River Sta * Profile • Q Total • Min Ch El • W.S. Elev* Crit W.S. • E.G. Elev* E.G. Slope* Vel Chnl * Flow Area* Top Width Froude # Chl * (cfs) • (ft) * (ft) * (ft) * (ft) * (ft/ft) * {ft/s) • {sq ft) * (ft) * ********************************************************************************************************************************************************************** Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 7155 7155 7155 7155 7155 7082 7082 7082 7082 7082 7019 7019 7019 7019 7019 6998 6998 6998 6998 6998 6869.5 6869.5 6869.5 6869.5 6869.5 6843.5 6843.5 6843.5 6843.5 6843.5 6831. 6831.5 6831.5 6831.5 6831. 5 6761.5 6761.5 6761.5 6761. 5 6761.5 6736 6736 6736 6736 6736 6722 6722 6722 6722 6722 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year- 10-Year 25-Year 50-Year 100-Year 2-Year- 10-Year 25-Year- 50-Year- 100-Year * 2-Year 10-Year 11 25-Year- 50-Year 100-Year 63.90 84. 60 93. 50 99.70 105.00 63. 90 84.60 93.50 99. 70 105.00 63. 90 84.60 93.50 99. 70 105.00 63.90 84. 60 93.50 99 . 70 105.00 6 3. 90 84.60 93.50 99. 70 105.00 63. 90 84.60 93 . 50 99. 70 105.00 63.90 84. 60 93 . 50 99.70 105.00 63.90 84.60 93. 50 99.70 105.00 63 . 90 84.60 93 . 50 99.70 105.00 63. 90 84.60 93.50 99. 70 105.00 20.15 20.15 20.15 20.15 20.15 19.56 19.56 19.56 19.56 19.56 19. 6 7 19. 6 7 19.67 19. 6 7 19. 6 7 19.52 19.52 19.52 19.52 19.52 19. 20 19.20 19 .20 19. 20 19. 20 19. 01 19. 01 19. 01 19. 01 19 . 01 18. 89 18. 89 18 . 89 18. 89 18. 89 18. 81 18 . 81 18 . 81 18 . 81 18 . 81 18.70 18.70 18.70 18.70 18.70 18 . 23 18.23 18.23 18.23 18.23 22.49 22.86 23. 01 23 .11 23 .19 22 .12 22. 44 22. 57 22. 65 22. 71 21.99 22. 34 22. 47 22. 56 22. 63 21.91 22. 25 22. 38 22. 47 22. 54 21.57 21. 90 22.02 22.10 22 .17 21. 54 21. 87 21.99 22.07 22 .13 21.52 21 . 85 21.97 22. 05 22 .12 21. 32 21. 63 21. 74 * 21. 82 * 21. 88 21. 0 9 21.43 21.56 21. 65 21.74 20.52 20. 94 21. 06 21.14 21.21 * Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Future 20.52 20. 94 21. 06 21.14 21.21 22,70 23.12 23.29 23. 40 23. 49 22.43 22.84 23 . 01 23 .11 2 3. 20 22.18 22.57 22.72 * 22.83 22. 91 22 .12 22 . 51 22.66 22.76 22. 85 21.77 22 .15 22.29 22. 39 22.47 21. 70 22. 08 22. 22 22. 31 22.39 21 . 68 22. 05 22.19 22. 29 22. 36 21. 52 21.88 * 22. 01 22 .10 22.18 21.41 21.77 :H.91 22. 00 22.08 21.25 21. 64 21. 78 * 21. 88 21. 95 0. 002925 0.002852 .002832"* . 002826 . 002825 0.004273 0.004598 0.004759 0.004855 0.004925 0.002756 0.002750 . 002767 0.002776 0.002781 0.002747 0.002810 0.002851 0.002877 0.002907 0.002634 0.002773 0.002840 0.002882 0. 002923 0.001836 0.001997 0.002082 0.002136 0.002185 0.001803 0.001958 0.002048 0.002091 0.002131 0. 002813 0. 002971 0.003020 0. 003071 0. 003107 .005354 0.004764 0.004584 .004380 0.004142 .016638 0.011958 0. 011451 0.011171 0.010881 3.69 4.09 4.24 4.35 4.43 4.50 5.12 5.38 5.54 5.68 . 51 3.91 4.07 4.18 4.26 . 70 4.14 4.n 4.44 4.54 3.59 4.06 4.25 4.37 4.47 . 23 3.69 3.89 4.02 4 .13 3.16 3.61 3.81 3. 92 4.02 .59 4.06 4.23 4.36 4.45 4.56 4.84 4.94 4, 96 4.94 6. 8 5 6.82 6. 96 7.06 7 .13 17 .49 21.29 22. 87 23.95 24.85 14, 73 17.68 18.88 19.78 20. 58 18 .41 22.40 24.08 25.27 26. 30 18.07 22. 1 7 23.85 25.03 26.04 18.41 22. 37 23.99 25 .11 26. 03 20.80 24.47 25. 87 26. 84 27. 6 3 20 .83 24. 94 26.53 27. 71 28. 67 18.17 22.51 24.43 25. 71 26. 8 3 14. 94 20.68 23.37 25.77 28. 12 9.34 13.70 15.26 16. 32 17 .27 9.63 10.56 10. 92 11.18 11.43 . 51 . 57 10 . 55 11. 53 12. 34 10.68 12.20 13.16 13. 81 14. 34 11 . 21 12.70 13. 41 13 . 99 14.86 11 .1 7 12.93 13. 51 13.89 14. 20 10 , 97 11 . 46 11.96 12 . 20 12.40 11. 57 12. 92 14 . 43 14 . 70 14 .91 11. 41 16 . 07 16 . 65 17.60 18 . 43 14. 89 18.92 24.10 26 . 81 28 . 24 .80 12. 53 13.18 13. 59 13. 94 0.45 0.47 0.47 0.47 0.48 0.54 0 . 57 . 59 . 59 . 60 .44 0.45 0.46 0.46 0.47 .45 0.47 0.48 0.48 0.49 0.44 0.46 .47 0.48 0.48 0.38 0.41 0.42 0.43 0.44 0.37 . 40 . 41 0.42 ,42 0.45 0.47 .48 0.49 0.49 0.60 0.59 0.58 0.57 0.56 1. 01 0.88 0.87 0.87 0.86 Page 2 of 13 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 6600 5746 5746 5746 5746 5746 5737 5737 5737 5737 5737 5717 5717 5717 5717 5717 5687 5687 5687 5687 5687 5655 5655 5655 5655 5655 5619 5619 5619 5619 5619 5579 5579 5579 5579 5579 5542 5542 5542 5542 5542 5519 5519 5519 5519 5519 5484 5484 5484 5484 5484 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year- 10-Year- 25-Year- 50-Year- 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10 Year 2 5-Year so-Year 100-Year 2-Year 10-Year 25-Year 50--Year- 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year Culvert 63 . 90 84.60 93. 50 99.70 105.00 6 3. 90 84.60 93. 50 99. 70 105.00 63.90 84.60 93.50 99.70 105.00 63.90 84.60 93. 50 99. 70 105.00 63.90 84.60 93.50 99. 70 105.00 63.90 84.60 93. 50 99. 70 105.00 63.90 84. 60 93. 50 99.70 105.00 63. 90 84.60 93.50 99.70 105.00 63. 90 84. 60 93.50 99.70 105.00 2-Year • 63.90 10-Year • 84.60 25-Year • 93.50 50-Year • 99.70 100-Year • 105.00 • 16 .49 16 .49 16 .49 16 .49 16 .49 16. 42 16 .42 16. 42 16. 42 16. 42 16. 25 16. 25 16.25 16. 25 16.25 16.01 16.01 16.01 16.01 16.01 15.75 15. 75 15. 75 15. 75 15. 75 15.45 15.45 15.45 15.45 15.45 15 .13 15.U 15 .13 15 .13 15 .13 14.88 14. 88 14. 8 8 14. 88 14. 88 14. 82 14. 82 14 .82 14. 82 14 .82 14.73 14. 73 14. 73 14. 7 3 14. 7 3 • 17.85 19.21 19.71 20. 01 20.34 1 7. 91 19. 23 19. 73 20.03 20.36 17.93 19. 25 19. 74 20.04 20.37 17.87 19.24 19.74 20.04 20.37 17.85 19.24 19.74 20. 04 20.37 17. 84 19.24 19.74 20. 04 20. 3 7 1 7. 83 19. 25 19. 75 20.04 20.37 17.83 19. 25 19. 75 20. 04 20.37 17.83 * 19. 25 * 19. 75 20. 04 20. 38 17.82 19. 25 19. 7 5 20. 04 20. 38 Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Future 17.10 17 .29 1 7. 36 17 .41 17.46 16.83 17.03 17.10 17 .15 17.19 16.52 16.71 16. 79 16.83 16 . 88 • 18 . 25 19.33 19. 81 20.10 20.42 18 .14 19. 31 19. 79 20.08 20. 41 18. 04 19. 2 9 19. 78 20.07 20.40 17.97 19 .28 19.77 20.06 20. 39 17. 92 19.27 19. 76 20. 06 20. 3 9 1 7. 88 19.26 19.76 20.05 20. 38 17.86 19. 25 19. 75 20. 05 20.38 17. 85 19.25 19.75 20. 05 20. 38 17.84 19. 25 19.75 20.05 20. 38 17.83 19. 25 19.75 20.05 20. 38 . 009546 o. 001410 o .000859 .000681 .000525 .004819 0.000766 .000468 0 .000370 0.000284 0.002330 0.000319 0.00020S 0.000166 0. 000130 0.001779 0.000312 0.000198 0.000151 0.000114 0.001139 0.000216 0.000142 0. 000116 0.000092 0.000643 0. 000138 0.000087 0.000070 0.000053 0.000321 0.000055 0.000034 .000027 0.000021 . 000218 . 000035 0.000022 0.000017 0. 000013 0.000172 0.000028 0.000018 0.000014 0. 000011 0.000104 0.000017 0. 000011 0.000009 0.000007 S.05 2.87 2.57 2.45 2.31 .89 2.29 2.04 . 94 .82 2.68 1.61 . 45 .39 1. 31 2.53 .54 .39 . 30 1.20 2.10 1. 33 1. 21 1.17 1.10 1. 68 1. 07 0.96 0 .91 0.85 1. 27 0.77 0.66 .62 0.58 . 10 .63 0 .. 'i5 .51 .47 . 01 . 58 0.50 .47 o .44 0.81 0.46 0.41 0.39 0.37 12.66 29. 72 37.32 42.19 47. 86 16.79 40. 35 51. 54 58.87 67 .49 24. 0 9 57. 94 73. 34 83.24 94.74 25.42 57. 78 74.03 92. 76 108.99 30 .48 65. 92 82. 22 * 93 .11 * 105.98 3 7. 97 86.53 115.28 135 .11 158.41 50.90 159. 29 212.45 245.06 281.74 60 . 73 210.77 278.27 319.75 366.37 72.65 236.17 309.84 356. 07 408 .13 94 .43 292.32 370.34 418.67 473.97 10.67 14.53 15. 90 16. 65 17.47 14.60 21 . l 9 23. 85 25.JO 26. 88 20. 8 9 29. 5 7 32.55 34 .11 35. 96 19. 31 33. 80 45. 94 48 . 37 49. 89 21. 02 37.07 43. 75 47. 98 Sl. 36 23.78 S3.04 64. 22 7 3 . 36 76. 60 36 . 42 104.64 108.00 110. 01 112.23 53 .13 132.83 137.28 140.00 142.44 63. 72 142. 54 152.10 156.55 158.74 88.36 153.18 159.09 164.49 1 70. O?. 0.82 0.34 0.28 0.25 0.22 . 61 0.27 . 22 • ?.O 0. 1 7 . 43 0.18 0.15 Q.14 0.12 0.38 0 .18 0.14 0. 13 0. 11 0.31 0.15 0.12 .11 o. 1 o .23 o. 12 .10 0.09 .08 . 1 7 0 . 08 0.06 0.06 0.05 0.14 0.06 0.05 0.04 0.04 0 .13 0.06 0.05 0.04 0.04 0.10 0.04 0.04 0.03 0.03 Page 3 of 13 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 5445 5445 5445 5445 5445 5379 5379 5379 5379 5379 5313 5313 * 5313 * 5313 5313 * 5265 * 5265 * 5265 5265 5265 5146 5146 5146 5146 5146 5012 5012 5012 5012 5012 4909 4909 4909 4909 4909 4817 4817 4817 4817 4817 4711 4711 4711 4711 4711 4619 4619 4619 4619 4619 2··Year 10-Year 25-Year 50 -Year 100-Year 2-Year 10-Year 2 5-Year 50-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year • • 63.90 84. 60 93.50 99.70 105.00 63.90 84. 60 93.50 99.70 105.00 63. 90 84. 60 93. 50 99.70 105.00 63. 90 84. 60 93.50 99.70 105.00 63.90 84.60 93 .50 * 99.70 105. 00 63.90 84.60 93.50 99.70 105. 00 63.90 84. 60 93.50 99.70 105.00 * 63.90 84.60 93.50 99.70 105.00 63. 90 84.60 93.50 99.70 105.00 63.90 84.60 93.50 99.70 105.00 14.62 14. 62 14.62 14.62 14. 62 14. 45 * 14.45 14.45 14.45 14.45 14.27 14.27 14. 27 14. 27 14.27 14 .15 14.15 14.15 14 .15 14.15 13.83 13. 83 * 13. 83 13. 83 13. 83 13 .47 13 .47 13 .47 13 .47 13 .47 13.20 13 .20 13.20 13 .20 13 .20 12. 95 12. 95 12. 95 12. 95 12. 95 12.67 12.67 12.67 12.67 12.67 12.43 12.43 12.43 12.43 12.43 17.82 19. 25 19. 75 20.05 20.38 17.81 19. 25 19. 75 20.04 20.37 17.81 19.24 19. 75 20.04 20.37 17.81 19.24 19. 74 20.04 20.37 1 7. 81 19.24 19.74 20.04 20. 37 17.81 19 .24 19.74 20. 04 20. 3 7 1 7. 81 19 .24 19. 74 20.04 20. 37 17.81 19. 24 19.74 20. 04 20. 3 7 17. 81 19.24 19. 74 20. 04 20. 3 7 17. 81 19.24 19. 74 20. 04 20. 3 7 Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Future 15.47 15.64 15.71 15.76 15.79 15.29 15.46 15.54 15.57 15. 62 15.10 15.25 15. 32 15.36 15.38 14. 85 15.02 15. 08 15.13 15 .17 14.40 14. 54 14. 60 14. 64 14.67 14.24 14 .41 14.48 14.53 14. 57 14.00 14 .18 14.25 14.30 14. 34 13. 63 13. 78 13. 84 13.88 13 .91 13 .46 13. 63 13. 70 13. 75 13. 79 17.83 19. 25 19. 75 20.05 20.38 17. 82 19 .25 19. 75 20.05 20.38 17. 82 19. 25 19. 75 20.05 20.38 1 7. 82 19. 25 19. 75 20.04 20.38 17.81 19 .24 19. 75 20. 04 20 .37 1 7. 81 19.24 19. 74 20. 04 20. 3 7 17. 81 19.24 19. 74 20. 04 20. 3 7 17.81 19.24 19. 74 20. 04 20. 3 7 17. 81 19.24 19. 74 20.04 20 .37 1 7. 81 19.24 19. 74 20.04 20 .37 0.000069 0. 000011 0.000007 0.000006 0.000005 0.000091 0.000012 0.000008 0.000007 0.000005 0.000065 0.000009 0.000006 0.000005 0.000004 0.000030 0.000006 0.000004 0.000004 0.000003 0. 000026 0.000004 0.000003 0.000003 0.000002 0.000008 0.000002 0.000001 0.000001 0.000001 0.000010 0.000001 0.000001 0.000001 0.000001 0.000008 0.000001 0.000001 0.000001 0.000001 0.000003 0.000001 0.000001 0.000001 0.000001 0.000006 0.000001 0.000001 0.000001 0.000001 0.67 0.38 0.33 0.32 0.30 0.81 0.40 0.36 0.34 0. 37. 0.71 0.36 0.32 0.31 0.30 0.50 0 . 30 0.28 0.27 0.26 0.49 0.25 0.23 0.23 0.22 0.30 0.17 0.16 0.16 0.15 0.34 0.16 0.15 0.14 0.14 0.31 0.15 0 .14 0.14 0.13 0.21 0.13 0 .13 0.13 0.12 0.28 0.17 0.16 0.15 0.15 123.56 363.39 455.74 512.13 57S.15 87.84 358 .40 446.48 500.62 561.17 113. 55 396.57 478.24 527.51 582.27 163.68 445.46 531.42 583.49 641.43 187.12 584.05 686.14 747.91 816.63 292. 97 838.06 972. 80 1054. 03 1144. 21 277.12 977.27 1.132. 03 1225.61 1329.40 300 .11 1 081 . 26 1263. 20 1375.19 1500.08 439.05 1093.94 1270. 42 1379.43 1501.47 375.61 960. 98 1131.27 1236 .17 1353. 86 129.66 182.31 187.09 189.83 191.78 119.57 173.37 179.07 182.63 183.75 141.63 162.32 164 .13 165.21 166.43 150.69 170.43 173.19 174.78 175.85 180.79 202.52 205.48 207.26 208. 61 243.61 267.90 270.56 272.15 273. 91 283.42 307.02 311. 36 313. 71 314.76 307.31 356.82 370.17 377.21 379.00 292.47 345.32 359.84 367.71 371.22 285.74 333.76 346.59 353.80 358.77 0.08 0.04 0.03 0.03 0.02 0.09 0.04 0.03 0.03 0.03 0.08 0.03 0.03 0.03 0.02 0.06 . 03 0.02 0.02 0.02 0.05 0.02 0.02 0.02 0.02 0.03 0.01 0.01 0.01 0.01 0.03 0.01 0.01 0.01 0. 01 0.03 0.01 0.01 0.01 0.01 0.02 0.01 0.01 0.01 0.01 0.03 0.01 0. :J 1 .01 0.01 Page 4 of 13 Upper Upper Upper Upper Upper Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower * Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower 4541 4541 4541 4541 4541 3016 3016 3016 3016 3016 3003 3003 3003 3003 3003 2800 2772 2772 2772 2772 2772 2771 2771 2771 2771 2771 2720 2716 2716 2716 2716 2716 2708 2708 2 708 2708 2708 2550 2543 2543 2543 2543 2543 2539 2539 2539 2539 2539 2500 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 63. 90 * 84.60 93.50 99.70 105.00 77. DO 76.32 75. 78 77. 00 78.45 77. 00 76. 32 75. 78 77. 00 78. 45 Culvert 77.00 76.32 75.78 77 .OD 78.45 77.00 76.32 75.78 77.00 78 .45 Culvert 77. DO 76. 32 75.78 77. 00 78. 45 94.00 84.32 82.78 83. 00 83.45 Culvert 94.00 84. 32 * 82. 78 * 83. 00 83 .45 94. DO 84. 32 82. 78 83.00 83. 45 Culvert 12. 22 12. 22 12.22 12.22 12. 22 11. 76 11.76 11.76 11.76 11.76 11.76 11.76 11. 76 11.76 11.76 11.13 11.13 11.13 11.13 11.13 11.13 11.13 11.13 11.13 11.13 11.04 11. 04 11 . 04 11 . 04 11.04 11. 04 11 . 04 11. 04 11. 04 11. 04 10.80 10.80 10. 80 10. 80 10.80 10.80 10. 8 0 10. 80 10. 80 10.80 17.80 19. 24 19.74 20.04 20. 37 17.80 19. 24 19. 74 20. 04 20. 37 17.79 19.24 19.74 20. 04 20. 37 17.75 19 .19 19. 69 19. 99 20.32 17.67 19.14 19.65 19.95 20. 28 15. 6 7 1 7. 18 17. 72 17. 96 18. 21 15. 57 1 7. 16 17.70 1 7. 94 18. 20 15.23 16.86 17.41 17.64 17.90 15.23 16.86 17.41 17.64 17.89 Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Future 13. DO 13. 00 12.99 13. 00 13 .02 13.00 13.00 12.99 13. 00 13. 01 13. 06 13. 04 13. 04 13. 06 13. 08 13. 24 13. 09 13. 06 13. 06 13 . 07 13.00 12. 85 12. 82 12.83 12.83 17. 81 19.24 19. 74 20.04 20 . .37 17.80 19. 24 19.74 20. 04 20. 37 17. 80 19. 24 19. 74 20.04 20. 37 17.75 19.19 19. 70 19.99 20. 32 17. 75 19 .19 19.69 19. 99 20.32 15. 8.3 17 .27 17.79 18.02 18.28 15. 81 17.26 17.79 18 .02 18 .27 15. 49 16. 97 17. 50 17. 72 1 7. 97 15.48 16. 97 17. 49 17.72 17.97 0.000012 0.000004 0.000003 0.000003 .000002 .000021 .000007 . 000005 . 000005 . 000004 0.000027 0.000012 0.000009 0.000008 0.000008 0.000005 0.000003 0.000003 0.000002 0.000002 0.000133 0.000077 0.000065 0.000062 0.000058 0.000325 0.000153 .000122 0.000115 0. 000109 . 000514 .000189 0.000146 Q. 000134 0.000124 0.000546 0.000194 0.000150 0. 000138 0.000127 .000547 .000195 .000150 0.000138 0.000127 . 39 .27 . 25 0.25 0.24 0.55 0.40 0.36 0.35 0.33 0.77 0.60 0.56 .54 0.53 0.69 0.56 0.52 . 51 a.so 2.21 . 76 .64 1. 60 . 57 3.18 2.34 2 .13 2.08 2.04 3.97 2.60 2.33 2.25 2.17 4.07 2.62 2 . .35 2.27 2.20 4.07 2.63 2.35 2.27 2 .20 * 263.02 525.57 618.63 674.53 736.44 141. 32 200. 62 221. 68 234.26 248.15 100.18 126.89 136 .17 141. 71 14 7. 8.3 111.39 136. 27 144.97 150.15 155.87 34. 88 43. 31 46.28 48.04 49.99 24.22 32.61 35.64 36. 98 38 .43 2.3. 68 32.48 .35. 55 36. 91 38 . 3 7 23.12 32 .12 35 .19 36. 52 37.94 2 3 . 09 32 .11 35.18 36.51 37.94 • 255.70 270.32 271.38 272.02 272.72 51. 50 61. 9 9 65. 62 67. 80 70 .18 52.40 57. 36 59. 09 60.12 61. 25 1 7. 1 7 17.32 17.37 17.40 17.43 5.66 5.81 5.86 5.89 5.93 5 .46 5.62 5.67 5.69 5.72 5.45 5.61 5.67 5.69 5.72 5.43 5.59 5.65 5.67 5.70 5.43 . 5 9 5.65 5.67 5.70 .04 0.02 .02 .02 .02 0.05 . 0 l .03 • O'.< .02 .% .04 . ()4 0.03 .03 .05 .01 .03 0.03 :J. C 3 :J. lG :J. 11 0.10 0.10 0.10 .27 .17 .15 .14 . 14 .3' 0.; 9 0.16 0.16 0.15 0.35 0.19 0.17 0.16 0.15 0.35 0.19 C.17 0.16 0. ::..s Pages of 13 Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower T,ower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower 2203 2203 2203 2203 2203 2199 2199 2199 2199 2199 2100 2030 2030 2030 * 2030 2030 2026 * 2026 2026 2026 2026 2000 1497 1497 1497 1497 1497 1493 1493 1493 1493 1493 1400 1001 1001 1001 1001 1001 99? 99? 99? 99? 99? 900 490 490 490 490 490 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year * 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 94. 00 84. 32 82.78 83.00 83 .45 94.00 84. 32 82.78 83. 00 83.45 Culvert 94.00 84. 32 82.78 83. 00 83. 45 94.00 84.32 82.78 83. 00 83.45 Culvert • 94.00 * 84.32 * 82.78 83.00 83.45 94.00 84.32 82.78 83.00 83.45 Culvert 94.00 84.32 82.78 83.00 83.45 94.00 84.32 82.78 83.00 83.45 Culvert 94.00 84.32 82.78 83.00 83.45 10.29 10.29 10.29 10.29 10.29 10.29 10.29 10.29 10.29 10.29 9.94 .94 9.94 .94 .94 9.94 9.94 9.94 9.94 9.94 9.14 9.14 9.14 9.14 9 .14 9.14 9.14 9.14 9.14 9.14 8.48 8.48 8.48 8.48 8.48 8.48 8.48 8.48 8.48 8.48 7.72 7. 72 7.72 7. 72 7. 72 14. 72 16. 42 16.97 17.20 17.45 14. 71 16.42 16.97 17.20 17.44 14 . 31 16.07 16.63 16.85 17.09 14. 30 16. 07 16. 63 16 . 85 17.09 13.58 15.46 16. 03 16. 25 16. 4 7 13. 58 15. 46 16. 03 16. 25 16 . 4 7 12. 97 14. 93 15.51 15. 72 15.94 12.97 14.93 15.51 15. 72 15. 94 12. 32 14.33 14.93 15.13 15.34 Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Future 12.49 12.34 12.31 12.32 12.32 12.14 11. 99 11. 96 11. 97 11. 97 11.34 11 .19 11. 1 7 11 .1 7 11.18 10. 68 10.53 10.50 10.51 10.51 14.98 16.53 17.06 17.28 17.52 14. 97 16.52 17.06 17.28 17.52 14. 57 16.18 16.71 16.93 17.16 14. 57 16.18 16 . 71 16. 93 17.16 13. 84 15.56 16 .11 16 . 32 16. 55 13. 84 15. 56 16 .11 16 . 32 16.54 13 . 22 15. 02 15. 59 15. 79 16.01 13. 22 15. 02 15. 59 15.79 16.01 12.56 14. 42 15. 00 15. 20 15.41 0.000551 0.000191 0.000147 0. 000136 0. 000126 0. 000552 .000191 .000147 0. 000136 0.000126 .000573 . 000192 0.000148 0 .000137 . 000127 . 000575 0.000192 a. 000140 .000137 . 000127 0.000553 . 000180 0.000139 0.000129 0.000121 0.000555 0.000180 0.000139 0.000129 0. 000121 0.000541 0.000172 0. 000133 0. 000124 0.000117 0.000542 0.000172 0.000134 0.000125 0.000117 0. 000511 0.000163 0.000127 0.000119 0.000112 4.08 2.60 2.33 2.26 2.19 4.08 2.60 2.33 2.26 2.19 4.14 2.61 2.33 2.26 2.19 4.15 2.61 2.33 2.26 2.19 4.08 2.53 2.27 2.20 2.14 4.09 2.53 2.27 2.20 2.14 4.04 2.49 2.23 2.17 2 .11 4.05 2.49 2.23 2.17 2 .11 3.95 2.43 2.18 2.12 2.07 23.05 32.41 35. 51 36.80 38. 1 7 23.02 32.40 35.50 36.79 38. 16 22.69 32.36 35. 47 36.73 38. 06 22. 66 32.35 35.46 36. 72 38. 05 23. 04 33.28 36.45 37.67 38. 94 23. 01 33.27 36.44 37.66 38.93 23. 26 D.90 3 7. 12 38. 30 39.52 23 .23 33.89 37 .11 38. 30 39.52 23. 81 34.71 37.99 3 9 .14 40. 30 5.41 5.57 5.62 5.65 5.67 5.41 5.57 5.62 5.65 5.67 5.39 5.55 5.60 5.63 5.65 5.39 5.55 5.60 5.62 5.65 5.37 5.53 5.58 5.60 5.62 5.37 5.53 5.58 5.60 5.62 5.36 5.52 5.56 5.58 5.60 5.36 5.51 5.56 5.58 5.60 5.35 5.50 5. 54 5.56 5.57 0.35 0.19 0.16 0.16 0.15 0.35 0.19 0.16 0.16 0.15 0.36 0.19 0.16 0.16 0.15 0.36 0.19 0.16 0.16 0.15 . 35 0.18 0. 16 0.15 0.14 0.35 0.18 0. ::_5 0.15 0.14 0.34 0.18 0.15 0.15 0.14 0.34 0.18 0.15 0.15 0.14 0.33 0.17 0.15 0.14 0.14 Page 6 of 13 Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland 486 486 486 486 486 450 427.3552 427.3552 427.3552 427.3552 427.3552 370.2063 370.2063 370.2063 370.2063 370.2063 106.7341 106.7341 106.7341 106.7341 106.7341 86.6344 86.6344 86.6344 86.6344 86. 6344 50 0.0000 0.0000 0.0000 0.0000 0.0000 53 53 53 53 53 48 48 48 48 48 10 8 8 ' 8 8 3 3 3 3 3 2-Year 10 Year 25-Year so-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year so-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year so-Year 100-Year 2-Year- 10-Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 94.00 84.32 82.78 83.00 83.45 Culvert 94. 00 84.32 82.78 83.00 83.45 94. 00 84.32 82.78 83.00 83.45 94.00 84. 32 82.78 83.00 83 .45 94. 00 84. 32 82. 78 83. 00 83. 45 Culvert 94.00 84.32 82. 78 83. 00 83. 45 4.00 32.68 47. 22 56. 00 64.55 4.00 32.68 47.22 56. 00 64.55 Culvert 4.00 32.68 47.22 56. 00 64. 55 4.00 32.68 47.22 56. 00 64.55 7.72 7.72 7.72 7.72 7.72 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 7.30 5.00 5.00 5.00 5.00 5.00 16.79 16.79 16.79 16.79 16.79 16.97 16.97 16.97 16.97 16.97 17. 00 1 7 . 00 17.00 1 7. 00 17.00 17. 00 17. 00 17. 00 17. 00 17. 00 12. 32 14. 33 14. 93 15 .13 15. 34 12.21 14.17 14. 76 14. 96 15 .16 12.21 14.17 14. 76 14. 96 15 .16 12.19 14.17 14. 75 14. 96 15.16 12 .19 14.17 14.75 14. 96 15. 16 11. 70 13.80 14.40 14. 60 14. 80 17.78 19.22 19. 74 20.04 20.34 17.78 19. 19 19. 70 20. 00 20 .29 1 7. 15 17.50 17.64 17.71 18. 67 17. 07 17.26 17.60 17.80 18.70 Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Future 9.92 9.77 9.74 9. 75 9.75 .64 8.56 . 55 . 55 8.56 ,64 . 54 .52 .52 6.53 17.00 17.32 17.45 17.51 17.58 l 7. 15 1 7. 66 17. 86 17. 96 18. 06 17.13 l 7. 50 17. 64 17. 71 17. 07 17.26 1 7. 33 1 7. 37 17.40 12. 56 14.42 15.00 15.20 15.41 12. 23 14.17 14. 76 14. 96 15.16 12. 23 14 .17 14. 76 14. 96 15 .16 12.21 14.17 14. 76 14. 96 15.16 12. 21 14 .17 14.76 14. 96 15. 16 11. 71 13. 80 14.40 14.60 14.80 17. 78 19 .23 19.75 20. 06 20. 36 17.78 19. 23 19. 75 20. 05 20.35 17.20 17.73 1 7. 92 18. 02 18. 72 17.10 17.38 17. 65 1 7. 84 18.71 0.000512 0.000163 0.000127 0. 000119 0.000112 0.000068 0.000012 0.000008 0.000007 0. 000007 0.000068 0.000012 0.000008 0.000007 0.000007 0.000063 0.000012 0.000008 0.000007 0.000006 0.000058 0. 000011 0.000008 .000007 0.000006 0.000034 0.000008 0.000005 0.000005 . 000005 .000024 .000064 . 000068 . 000068 0.000067 . 000132 0. 000297 0.000310 0.000309 0.000301 0.014965 0.017434 0.016175 0.015796 0.000992 0.023332 0.020979 0.002543 0.001366 0.000145 3.95 2.43 2.18 2.12 2.07 0.97 0.55 0.48 0.46 0.45 0.97 0 . 55 0.48 0.46 0.45 0.95 0.54 0.47 0.46 0.44 0 .92 0.53 0.47 0.45 0 .44 0.78 0.47 0.42 0.40 0.39 0.22 0.69 0.82 0.88 0.93 0.49 1. 45 1.70 1.82 1. 91 1. 68 3.85 4.27 4. 50 1. 84 1.29 2.86 1. 73 1. 53 0.80 23.79 * 34. 70 37.98 39 .13 40. 30 108.82 195.09 225.42 236.34 247.61 108.76 195.39 225.83 236.78 248.09 111.13 198.00 228.38 239.31 * 250.59 * 113. 81 200.70 231. 08 242.01 253.29 128.66 215. 77 245.52 255.91 266.55 17. 99 47. 03 57.54 63.66 69.69 8.15 22.57 27,77 30.80 33 . 80 2.38 8.49 11. 05 12. 46 35.07 3 .11 11 . 43 27. 23 36.65 8 l. 1 J 5.35 5.50 5.54 5.56 5.57 38. 2.7 49.99 53.50 54.71 55. 93 3 8. 34 50.15 53. 68 54.90 56 .13 3 8 .15 49. 97 53.49 51.70 55. 92 38 .15 49.97 53.49 54.70 55. 92 35.19 47. 78 51 . 3 7 52.57 53.77 22 9. 54 282.16 284.29 285.57 286.80 211.17 278. 38 280 .46 281.66 282.86 16.17 18.64 19. 58 20.08 26. 8 6 44.42 45.20 46.65 47.50 51. 30 . 33 .17 .15 .14 .14 . 0 9 0.04 0. ()3 0.03 ·O. O.> :J. 0 9 .04 :J. OJ 0.03 0.03 0.08 O.C4 . 0 3 . CJ . 0 3 . 0 8 0.04 0.03 0.03 . 0 3 . 0 6 . 0 3 . 0 3 • G 3 0.02 .o, .08 0.09 . 0 9 0.09 .10 0.17 0.18 0.18 C.18 . 77 1.01 .DO 1.01 0.28 0.86 . 00 . ,o .31 0.11 Page 7 of 13 ********************************************************************************************************************************************************************** Profile Output Table -Standard Table 2 ***************************************************************************************************************************************************** * Reach • River Sta * Profile * E.G. Elev* W.S. Elev* Vel Head* Frctn Loss* C & E Loss * Q Left* Q Channel * Q Right * Top Width• (ft) * (ft) * {ft) * (ft) * (ft) * (cfs) * (cfs) * (cfs) ... (ft) *" **************************************************"*******"******"******"******"*"***"**"************"*********"******"*"*******"******"*************************** Upper Upper Upper Upper Upper Upper Upper * Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper tlpper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper • 7155 7155 7155 7155 7155 7082 7082 7082 7082 7082 7019 7019 7019 7019 7019 6998 6998 6998 6998 6998 6869.5 6869.5 6869.5 6869.5 6869.5 6843.5 6843.5 6843.5 6843.5 6843.5 6831.5 6831.5 6831.5 6831.5 683-1.5 6761.5 6761.5 6761.5 6761.5 6761.5 6736 * 6736 6736 * 6736 * 6736 • 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10 Year 2S-Year so-Year 100-Year 2-Year 10 Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year so-Year 100-Year 2-Year 10-Year 25-Year so-Year 100-Year 22.70 23.12 23. 29 23.40 23. 49 22.43 22. 84 23.01 23 .11 23. 20 22 .18 22.57 22. 72 22.83 22. 91 22 .12 * 22.51 22.66 22.76 22.85 21.77 22 .15 22.29 22. 3 9 22.47 21.70 22.08 22.22 22. 31 22.39 21.68 22.05 22.19 22.29 22. 36 21. 52 21. 88 22.01 22.10 22 .18 21. 41 21. 77 21.91 22.00 22.08 22 .49 22.86 23. 01 23 .11 ·23 .19 22 .12 22.44 22.57 22.65 22. 71 21. 99 22. 34 22.47 22.56 22. 63 21. 91 22.25 22. 38 22.47 22.S4 21. 57 21. 90 22.02 22 .10 22.17 • 21. 54 21. 87 21. 99 22.07 22 .13 * • 21. 52 * 21. 85 21.97 22. 05 22.12 * 21.32 21. 63 21. 74 21.82 21. 88 21. 09 21. 43 21. 56 21. 65 21. 74 Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Future 0.21 0.26 0.28 0.29 0.30 0. 31 0.40 0.44 0.47 0.49 0.19 0.24 0.25 .27 .28 . 21 0.26 .28 0.30 0.31 0.20 0.25 0.27 0.29 0.30 0.16 0.21 0.23 0.24 0.26 0.15 0.20 0.22 0.23 0.25 0.20 0.25 0.27 0.29 0.30 0.32 0.34 0. JS 0.35 0.34 .26 .26 .26 .27 .27 0.21 0.22 .23 .23 .23 . 06 . 06 . 06 . 06 0.06 0.35 0.36 0.37 0.37 0.37 . 06 0. OEi 0. Ni 0.06 0.07 0.02 0.02 0.02 0.03 0.03 0.16 0.17 0.17 0. 18 0.18 0.10 0.09 0.09 0.09 0.09 0.12 0.10 0.09 0.09 0.09 . 01 . 01 0.02 . 02 .02 .04 0.05 . 06 0.06 0.06 0.00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.04 0.04 0.04 0.04 0.04 0.06 0.30 0.46 0.59 0. 71 0.22 0. 71 0.85 1. 03 1.27 0.06 0.46 0.74 0.98 1.22 0.53 . 53 2.05 2.45 2.84 0.22 1. 04 1. 57 2.00 2.40 0.29 0.60 0.75 0.87 0. 96 0.03 0.44 0. 71 0.93 1.13 0.27 .83 1.15 .26 1.42 0.03 0.50 .80 1. 56 2.54 63.81 84. 10 92. 70 98.66 103.73 63.38 82.97 91.37 97.10 101. 91 63.81 83.96 92.47 98.30 103.24 63.23 82. 52 90. 64 96. 25 101.08 63 . 45 82.99 91. 1 7 96. 80 101.57 62.99 82. 84 91.41 9"1. 29 102.31 63.44 83.20 91.85 97. 56 102.41 63. 62 83 .10 91.01 96.56 101.20 63. 23 80.02 86.75 90. 75 93. 71 0.02 0.20 0.34 0.46 0.56 0.30 0.92 .28 1. 56 1. 83 0.02 0.19 0.29 0.41 0.54 0.15 0.56 0.80 1. 00 1. 08 0.22 0.57 0.76 0.90 1. 03 0.62 1.16 1.34 1. 54 . 73 .44 0.96 0.93 1. 21 1. 46 0.01 0.67 .34 1.88 2.39 0.64 4.07 5. 96 7.40 8.75 9.63 10. 56 10.92 11. 18 11. 43 8.51 .57 10.55 11. 53 12. 34 10.68 12. 20 13.16 13. 81 14. 34 11. 21 12. 70 13 . 41 13 . 99 14 . 86 11.17 12.93 13 . 51 13. 89 14 . 20 10 . 97 11. 46 11. 96 12 . 20 12.40 11. 57 12. 92 14.43 14 . 70 14. 91 11.41 16.07 16.65 17.60 18.43 14.89 18. 92 24.10 26. 81 28. 24 Page 8 of 13 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 6722 6722 6722 6722 6722 6600 574.6 574.6 5746 5746 574.6 5737 5737 5737 5737 5737 5717 5717 5717 5717 5717 5687 5687 5687 5687 5687 5655 5655 5655 5655 5655 5619 5619 5619 5619 5619 5579 5579 5579 5579 5579 5542 5542 5542 5542 5542 5519 5519 5519 5519 5519 2-Year 10 Year 25-Year so-Year 100-Year 2-Year 10-Year 25-Yea-::- 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 21.25 21. 64 21.78 21. 88 21. 95 Culvert 18 .25 19. 33 19. 81 20.10 20. 42 18. 14 19. 31 19. 79 20. 08 20. 41 18.04 19 .29 19.78 20. 07 20 .40 1 7. 97 19 .28 19. 77 20. 06 20. 39 17. 92 19 .27 19.76 20. 06 20. 3 9 17. 88 19 .26 19. 76 20. 05 20. 38 17. 86 19. 25 19. 75 20.05 20.38 17. 85 19. 25 19.75 20. 05 20.38 17.84 19.25 19.75 20.05 20.38 • 20. 52 20. 94 21. 06 21. 14 21. 21 17.85 19.21 19.71 20.01 20 . 34 17. 91 19.23 19.73 20. 03 20. 36 17.93 19. 25 19.74 20. 04 20. 37 17.87 19.24 19.74 20. 04 20.37 17.85 19.24 19.74 20. 04 20.37 1 7. 84. 19. 24 19. 74. 20.04 20.37 17.83 19 . 25 19. 75 20.04 20.37 17.83 19. 25 19. 75 20.04 20.37 17.83 19.25 19. 75 20.04 20.38 • Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Future 0. 73 0.70 0. 72 0.74 0.74 0 .40 0 .13 0.10 0.09 0.08 0.23 0.08 0.06 0.05 0.05 0.11 0.04 0.03 0.03 0.02 0.10 0.04 0.03 0.02 0.02 0.07 0.03 0.02 0.02 0.02 0.04 0.02 0.01 0.01 0.01 0.02 0.01 0.01 0.00 0.00 0.02 0.00 .00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 • 0.06 0.01 0.01 0.00 0.00 0.06 0.01 0.01 0.00 0.00 0.06 0.01 0.01 0.00 0.00 0.04 0.01 0.01 0.00 0.00 0.03 0.01 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.01 0.00 0.00 . 00 . 00 . 00 0.00 0.00 . 00 . 00 0 . 00 0.00 . 00 . 00 . 00 0.05 0.01 0.01 0.01 0.01 0.04 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 .00 0.00 .01 0.00 .00 0.00 .00 .01 0.00 . 00 0.00 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 • . 01 2.06 3.53 4.65 5.72 . 13 .49 0.80 1.19 0. 40 3.80 5.51 6.69 7.97 .17 1.94 2.94 * 3.64 4 .41 . 07 . 62 2.51 3.05 3.67 0.69 . 32 . 80 2.39 0.09 0.72 .23 . 7 9 .82 3.65 4.81 6.02 4.64 6.57 7.78 9.08 3.50 5.59 7.15 9.03 63 . 89 82.40 89. 66 94.57 98 . 64 63 . 90 84.47 92 . 93 98 . 68 103. 36 63 . 50 80. 73 8 7. 84 92. 63 96. 29 63.73 81. 39 88 .16 92.82 96. 42 63.83 82.92 90. 29 92.85 95.04 63 . 90 83.84 91. 70 96.96 100.88 63 . 90 82.63 88. 20 91. 98 93.65 63.86 70.74 71.21 72.38 72.76 63.54 64.57 64.26 65.00 64.99 61.74 61. 60 61. 49 62.15 61. 97 • 0.14 0.31 0.47 0.65 0.00 0.08 0.22 0 .45 0.00 0.15 0.38 0.73 1. 27 2.40 3.25 4.17 0.06 0.70 3.80 6.29 0.07 0.48 0.94 1.72 1. 88 * 4. 58 6.50 9.56 0.04 12.04 18. 64 22. 51 26.22 0.36 15. 3 9 22. 67 26.93 30. 94 2. 16 19. 50 * 26.42 30. 41 34.01 6.80 12.53 13 .18 13. 59 13. 94 10.67 14. 53 15. 90 16. 65 17.47 14. 60 21.19 23. 85 25.30 26.88 20.89 29. 57 32. 55 34.11 35. 96 19.31 33.80 45.94 48.37 49.89 21. 02 37. 07 43.75 47.98 51.36 23.78 53. 04 64.22 73. 36 76. 60 36. 42 104. 64 108. 00 110.01 112. 23 53 . 13 132. 83 137.28 140.00 142.44 63. 72 142. 54 152 .10 156. 55 158.74 Page 9 of 13 Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper Upper 5484 5484 5484 5484 5484 5445 5445 5445 5445 5445 5379 5379 5379 5379 5379 5313 5313 5313 5313 5313 5265 5265 5265 5265 5265 5146 5146 5146 5146 5146 5012 5012 5012 5012 5012 4909 4909 4909 4909 4909 4817 4817 4817 4817 4817 4711 4711 4711 4711 4711 4619 4619 4619 4619 4619 2-Year 10 Year 25-Year so-Year 100-Year 2-Year 10-Year 25-Year SO -Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10 Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year so-Year 100-Year 17.83 19. 25 19. 75 20. 05 20. 38 17.83 19. 25 19. 75 20. 05 20. 38 17.82 19.25 19.75 20. 05 20. 38 17.82 19.25 19.75 20. 05 20. 38 17.82 19. 25 19. 75 20.04 20.38 17.81 19.24 19. 75 20.04 20.37 17. 81 19. 24 19. 74 20.04 20.37 17. 81 19.24 19. 74 20.04 20.37 17.81 19. 24 19.74 20.04 20.37 1 7. 81 19.24 19. 74 20.04 20. 37 1 7. 81 19. 24 19. 74 20.04 20. 3 7 17. 82 19. 25 19. 75 20.04 20. 38 17.82 19 .25 19. 75 20.05 20.38 17.81 19. 25 19. 75 20. 04 20. 37 17.81 19. 24 19. 75 20. 04 20. 37 17.81 19.24 19,74 20.04 20. 37 17.81 19. 24 19.74 20.04 20.37 17.81 19.24 19.74 20.04 20.37 17.81 19.24 19.74 20.04 20.37 17.81 19.24 19.74 20.04 20.37 17.81 19.24 19.74 20.04 20.37 17. 81 19.24 19.74 20.04 20.37 Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Future 0.01 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 .00 0.00 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 .00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 0.00 0.00 . 00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 .00 0.00 0.00 0.00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 00 0.00 * 0.00 0.00 .00 .00 .00 0. 00 * 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.24 5.96 .23 9.50 10. 94 1. 00 10.46 14.20 16. 52 18. 90 21.01 25. 23 27.91 30. 77 22 .17 26. 01 28. 48 30. 72 15.02 18.21 20. 27 22.28 26. 47 30. 42 33 . 04 35 .48 25. 60 30 . 02 32 . 91 35.57 36 . 75 42.19 45.83 49. 23 36.81 42.55 46.46 50.39 20.64 24.68 27.44 30.40 18. 72 22.54 25 .11 27. 79 60.86 59 .15 60.03 61.45 62.08 59.15 56.23 57.22 58.56 59.19 62. 61 51.14 51.95 53.12 53.44 58. 8 8 46. 72 48. 21 49. 6 9 50. 66 56.51 52. 71 55 .13 57. 18 58. 56 48.32 37. 03 38.78 40. 25 41.25 47.44 39. 67 41.78 43.48 44.71 39.42 26.63 27. 96 29.05 29.75 38.14 25.87 27.03 27.95 28.37 41.95 38. 55 40. 71 42.33 43.28 42. 36 35.76 36.85 37. 86 38.33 2.80 19.48 25. 23 28.75 31.98 3.75 17. 91 22.07 * 24.62 26. 91 1. 29 12.46 16. 32 18. 6 7 20.7:l 5.02 15. 71 19 .28 21. 53 23.62 7 .39 16. 8 7 20 .15 22.25 24 .16 15.58 21.10 24. 30 26 .41 28 .28 16.46 19.33 21.70 23.31 24. 72 24.48 21. 23 23.35 24. 93 26. 02 25.76 21.92 23.92 25. 2 9 26. 24 21.95 25. 41 28 .12 29.93 31 . 32 21. 54 30. 13 34 . 11 36. 72 38 . 8 9 88 . 36 153.18 159. 09 164.49 170.02 129.66 182. 31 187.09 189.83 191.78 119.57 173.37 179. 07 182.63 183.75 141. 63 162.32 164 .13 165.21 166.43 150.69 170 .43 173.19 174.78 175.85 180.79 202.52 205.48 207.26 208.61 243.61 267.90 270.56 272 .15 273.91 283.42 307.02 311.36 313. 71 314.76 307.31 356.82 370.17 377.21 379.00 292 .47 345.32 359. 84 367.71 371.22 285.74 333.76 346.59 353.80 358.77 Page 10 of 13 * Upper Upper Upper Upper Upper Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower 4541 4541 4541 4541 4541 3016 3016 3016 3016 3016 3003 3003 3003 3003 3003 2800 2772 2772 2772 2772 2772 2771 2771 2771 2771 2771· 2720 2716 2716 2716 2716 2716 2708 2708 2708 2708 2708 2550 2543 2543 2543 2543 2543 :.!539 2539 2539 2539 2539 2500 • 2-Ycar 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year * 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10 Year 25-Year 50-Year 100-Year 17.81 19.24 19.74 20.04 20.37 17.80 19. 24 19.74 20.04 20. 3 7 1 7. 80 19. 24 19.74 20. 04 20. 3 7 Culvert 17.75 19. 19 19.70 19.99 20. 32 17. 75 19 .19 19. 69 19. 99 20.32 Culvert 15.83 17 .27 17. 79 18.02 18 .28 15.81 17.26 17. 79 18:02 18. 27 Culvert 15.49 16. 97 17.50 17.72 17.97 • 15.48 16. 97 * 17 .49 1 7. 72 * 17. 97 Culvert 1 7. 80 19.24 19. 74 20.04 20.37 17.80 19.24 19.74 20.04 20.37 17. 79 19.24 19.74 20.04 20.37 17.75 19 .19 19. 69 19. 99 20.32 17. 67 19 .14 19. 65 19.95 20.28 15.67 1 7. 18 1 7. 72 17. 96 18.21 15.57 17.16 1 7. 70 17. 94 18. 20 15. 23 16. 86 17. 41 17.64 17.90 15. 2 3 16. 86 1 7. 41 17. 64 17.89 Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Future 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.08 .OS 0.04 .04 .04 .16 . 09 .07 . 07 .06 0.24 .10 0.08 0.08 0.07 • 0.26 0.11 0. 09 * 0.08 0.08 0.26 0.11 0.09 0.08 0.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0 . 00 0.00 0.00 . 00 0.00 . 00 0.78 . ,o . 48 .76 0.28 0.70 0.81 0.89 0.97 50.28 49. 61 51.21 52. 73 53.64 76.68 74.94 73.99 74.94 76.09 77. 00 76.32 75.78 77.00 78.45 77. 00 76.32 75.78 77.00 78 .45 77 .00 76. 32 75. 78 77.00 78 .45 77.00 76. 32 75.78 77. 00 • 78. 45 * 94.00 84. 32 82. 78 83. 00 83 .45 94.00 84.32 82.78 83. 00 83. 45 94.00 84.32 82.78 83.00 83 .45 13. 62 * 34.21 41. OB 45. 50 * 49. 60 • 0.04 . 67 0.97 1.1? 1. 38 255.70 270.32 271. 38 272.02 272. 72 51 . 50 61. 99 . 65. 62 6 7 . 80 70 .18 52.40 57. 36 59. 09 60 . 12 61 . 25 1 7. 1 7 17.32 17.37 17.40 17.43 5.66 5.81 5.86 5.89 5.93 5.46 5.62 5.67 5.69 5. 72 5.45 5.61 5.67 5.69 5. 72 5.43 5.59 .65 5.67 5.70 5 .43 5.59 5.65 5.67 5.70 Page 11 of 13 Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower 2203 2203 2203 2203 2203 2199 2199 2199 2199 2199 2100 2030 2030 2030 2030 2030 2026 2026 2026 2026 2026 2000 1497 1497 1497 1497 1497 1493 1493 1493 1493 1493 1400 1001 1001 1001 1001 1001 997 997 997 997 997 900 490 490 490 490 490 2-Year 10 Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2 -Year 10-Year 2S-Year SO-Year 100-Year 2-Year 10 Year 2S-Year so-Year 100-Year 2-Year 10 Year 2S-Year so-Year 100-Year 2-Year 10-Year 2S-Year so-Year 100-Year 2-Year 10 Year 2S-Year SO-Year 100-Year 2-Year 10-Year 2S-Year SO-Year 100-Year 14. 98 16.53 1 7. 06 1 7. 28 17.52 14. 97 16.52 17.06 17.28 17.52 Culvert 14.57 16 .18 16, 71 16 . 93 17.16 14.57 16.18 16.71 16.93 17.16 Culvert 13. 84 15.56 16.11 16.32 16. 55 13.84 15.56 16 .11 16. 32 16.54 Culvert 13 .22 15.02 15.59 15.79 16.01 13.22 15.02 15. 59 15. 79 16.01 culvert 12.56 14.42 15. 00 15 .20 15 .41 14.72 16.42 16.97 17.20 17.45 14.71 16. 42 16. 97 17 .20 17 .44 14.31 16.07 16.63 16.85 17.09 14. 30 16.07 16.63 16.85 17.09 13. 58 15.46 16 . 03 16. 25 16. 4 7 13.58 15.46 Hi. 03 16. 25 16. 4 7 12.97 14. 93 15.51 15. 72 15.94 12.97 14.93 15.51 15. 72 15. 94 12.32 14.33 14.93 15 .13 15. 34 Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Future 0.26 0.11 0.08 0.08 0.07 0.26 0.11 0.08 0.08 0.07 0.27 0.11 0.08 0. 08 * 0.07 .27 0.11 0.08 0.08 .07 .26 .10 0.08 0.08 0.07 0.26 0.10 0.08 0.08 0.07 0.25 0.10 0.08 0.07 . 07 0.25 0.10 0.08 0.07 0.07 .24 0.09 . 07 . 07 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 0.00 0.00 0.00 0.00 94. 00 84.32 82.78 83.00 83 .45 94. 00 84.32 82.78 83.00 83 .45 94. 00 84.32 82.78 83. 00 83.45 94. 00 84.32 82.78 83. 00 83. 45 94.00 84.32 82.78 83.00 83 .45 94. 00 84.32 82. 78 83.00 83.45 94. 00 84. 32 82.78 83.00 8 3. 45 94.00 84.32 82. 78 83.00 83.45 94. 00 84.32 82.78 83. 00 83. 45 5.41 5.57 5.62 5.65 5.67 5.41 5.57 5.62 5.65 5.67 5.39 5.55 5.60 5.63 5.65 5.39 5.55 5.60 5.62 5.65 5.37 5.S3 5.58 5.60 5.62 5.37 5.53 5.S8 5.60 5.62 5.36 5.52 5.56 5.58 5.60 5.36 5.51 5.56 5.58 5.60 5.35 5.50 5.54 5.56 5.57 Page 12 of 13 Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lowe:i::- Lowe:i::- Lowe:i::- Lowe:i::-. Lowe:i::- Lowe:i::- Lowe:i::- Lowe:i::- Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed Wetland Proposed wetland Proposed Wetland 486 486 486 486 486 450 427.3552 427.3552 427.3552 427.3552 427. 3552 370.2063 370.2063 370.2063 370.2063 370.2063 106. 7341 106. 7341 106.7341 106.7341 106.7341 86.6344 86.6344 86.6344 66.6344 66.6344 50 0.0000 0.0000 0.0000 0.0000 . 0000 53 53 53 53 53 48 48 48 48 48 10 8 8 8 8 8 3 3 3 3 3 2-Year * 10 Year 25-Year 50 · Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 2-Year 10-Year 25-Year so-Year 100-Year 2-Year 10-Year 25-Year so-Year 100-Yea:i::- 2-Year 10-Year 25-Year so-Year 100-Year 2-Year 10-Year 25-Yea!" SO-Year 100-Year 2-Year 10-Year 25-Year SO-Year 100-Year 2-Year 10-Year 25-Year 50-Year 100-Year 12. 56 14.42 15. 00 15.20 15.41 Culvert 12.23 14 .17 14. 76 14. 96 15. 16 12.23 14.17 14.76 14.96 15.16 12. 21 14.17 14. 76 14. 96 15.16 12. 21 14.17 14. 76 14 .96 15 .16 Culvert 11.71 13. 80 14. 40 14.60 14.80 1 7. 78 19.23 19.75 20. 06 20. 36 17.78 19.23 19.75 20.05 20.35 Culvert 17 .20 17.73 17.92 18.02 1B. 72 1 7. 10 1 7. 38 17.65 17.84 18.71 12.32 14 . 33 14.93 15 .13 15. 34 12.21 14.17 14. 76 14. 96 15.16 12.21 14.17 14. 76 14. 96 15.16 12.19 14.17 14.75 14. 96 15.16 12 .19 14. 1 7 14. 75 14. 96 15.16 11. 70 13. 80 14.40 14 . 60 14. 80 17 . 78 19. 22 19. 74 20.04 20.34 17.78 19 .19 l 9. 70 20.00 20.29 17.15 17.50 17.64 17.71 18.67 17.07 17. 26 1 7. 60 1 7. 80 18.70 Geometry File: Proposed_Future_Pipe, Steady Flow File: Proposed_Future 0.24 0.09 0.07 0.07 0.07 0.01 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 . 00 . 00 . 00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0. 01 0.01 0.01 0.00 0.03 .04 .05 .06 * 0.04 0.23 0.28 0.31 0.05 0.03 0.13 0.05 0.04 0.01 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 .00 .00 .00 .00 0.00 0.00 0.00 0.00 0.00 0.00 . 00 0.00 0.09 0. 10 0.03 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .00 0.00 . 01 0.03 . 07 0.08 0.01 1. 33 3.06 3.57 3.77 3.99 1. 34 3.10 3.62 3. 82 4.04 1.24 2. 96 3.47 3.68 3.89 1.19 2. 88 . 3 9 .59 . 81 0.47 .89 2.35 2.53 2.72 94.00 84. 32 82. 78 83.00 8 3. 45 91 . 34 78.19 75.63 75.44 75.45 91 . 33 78.16 75.59 75.40 75.40 91 . 51 78 . 38 75.83 75.64 75.65 91.. 62 78. 54 75.99 75. 81 75. 82 93. 06 80. 54 78.07 77.94 78. 00 4.00 32. 68 47. 22 56.00 64.55 4.00 32. 68 47. 22 56.00 64.55 4.00 32.68 47.22 56.00 64.55 4.00 32. 68 47. 22 56 . 00 64.55 1.33 3.06 . 58 . 78 4.00 . 33 .06 . 58 . 78 4.00 . 25 2.97 3.48 3.68 3.90 1.19 2.89 3.40 . 60 3.82 0.47 1.89 2. 36 2.54 2.72 5.35 5.50 5.54 5.56 5.57 3 8. 2 7 49.99 53.50 54.71 55.93 38.34 50.15 53. 68 54.90 56 .13 38. 15 49.97 53. 4 9 54.70 55. 92 38 . 15 49.97 53 . 49 54. 70 55. 92 35 .19 47.78 51. 37 52.57 53 . 77 229.54 282.16 284.29 285.57 286.80 211.17 278.38 280.16 281.66 282.86 16. 1 7 18.64 19. 58 20. 08 26.86 44.42 45.20 46. 65 47.50 51. 30 Page 13 of 13 X X X X X X HE!C-RJ>.S Version 4.1.0 Jan 2010 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California xxxxxx xxxx xxxx xx X X X X X X X X X X X X X xxxxxxx xxxx X xx, xxxx xxxxxx X X X X ' X X X xxxxxx PROJECT DATA Project Title: Springbrook Project File Springbrook.prj X X X xxxx Run Date and Time: 2/6/2015 11 18:l.O AM Project in English units Project Description: X X X X X X X X X X X X Using 1997 Floodplain model data as ref for TW calculation Springbrook Creek channel condition xxxx X X xxxx X X xxxxx Flows were generated by WSDOT to find monthly average flow data based on the City HSPF model Profile Output Table Standard Table 1 Reach Lower Lower Lower Lower Lower Lowe:. Lower Lowe:. Lower Lower Lower Lower Lower Lowe:. Lower Lower Lower Lower Lower Lower Lower Lower Lowe:. Lower Lower Lower Lowe:. Lower Lower Lower LO-Her Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lowe:. Lower Lower Lower Lower Lower Lowe:. Lower Lower Lower Lower Lower Lower Lower Lower Lowe:. Lower Lower Lowe:. Lower Lower Lower Lowe< Lower Lower River Sta 17208 1-7208 17208 l. 7208 17208 1.7208 17208 1.7208 1-7208 1.7208 1-7208 1 7208 l 7158 1.71.58 17158 1-7158 l7l58 1 71-58 l. 71.58 1 7158 l. 71.58 17158 171.58 17158 16288 16288 16288 16288 16288 16288 16288 16288 16288 16288 16288 1.6288 1.5468 15468 15468 15468 15468 1.5468 15468 1.5468 15468 15468 15468 15468 15418 15418 15418 15418 15418 15418 15418 15418 15418 15418 15418 15418 15346.5 15275 15275 152'75 15275 15275 15275 15275 Profile Q Total {cfs) oce Nov Deo Jan ,eb ear Apr ,ay June July Aug Sept Oot Nov Dec J= "b ,ar Apr ,ay June July Aug sept ore Nov Dec Jan "b ,., Apo ,ay June July Aug Sept ore NOV Dec Jan "" ,ar Apr ,ay June July Aug Sept ooc Nov Dec Jan ,eb ,., Apr ,ay June July Aog Sept ooc Nov Deo Jan ,eb ,ar Ape 27. 90 62. 40 70. 70 71 80 59 40 43. 40 26.10 14. 00 12.60 7.70 9. 20 13. 00 27.90 62. 40 70. 70 71. 80 59 40 43. 40 26.10 14. 00 12. 60 7.70 9. 20 13.00 27.90 62. 40 70.70 71. 80 59 40 43. 40 26.10 14.00 12.60 7.70 9. 20 13.00 27. 90 62. 40 70.70 71. 80 59 40 43. 40 26. 10 14.00 12.60 . '° ·'° 13.00 27. 90 62. 40 70. 70 71. 80 59 .40 43. 40 26.10 14. 00 12. 60 7. 70 9. 20 13.00 Culvert 27. 90 62. 40 70. 70 71. BO 59. 40 43. 40 26.10 Min Ch El W.S Elev Crit W.S. (ft) (ftl 1ft) 5. 70 5. 70 5. 70 5 '° 5. 70 5. 70 5. 70 5. 70 5. 70 5. 70 5. 70 5. 70 5. 70 5. 70 5. 70 5. 70 5. 70 5. 70 5. 70 5. 70 5. 70 S. 70 5. 70 5.70 5.50 5.50 5. 50 5. 50 5. so 5. 50 5. 50 5. 50 5.50 5. 50 5.50 5.50 4.70 4.70 4.70 4.70 4.70 4.70 4. 70 4.70 4.70 4. 70 4.70 4. 70 4. 70 4.70 4.70 4.70 4.70 4.70 4.70 4.70 4.70 4.70 4.70 4.70 4.30 .30 . 30 4.30 4.30 4.30 4.30 7. 32 8. 20 ' " ' '° 8 .13 7.75 " ·" 6.77 ·" ·" " .so ·" J6 8 .39 8. 12 . " ·" 6. 82 ·" SJ 6. 6:1 6.78 7.00 " .OS 8.07 7.81 " .'5 " 6 .16 6. 24 6. 31 6. 48 6. 80 7. 63 7. 80 ' 8' '' .n 6. 75 " 3' .u " e 33 ' SC 7. 62 7. 78 . 80 ss 20 " 6.36 6. 31. 6 .1.3 " 33 6. 62 " " 7.66 7. 4:1 7. 04 6.56 6.08 6 .34 6 .39 ' '° 6. 32 6. 21 6.06 s 9' 5.91 5. 84 s " 5. 92 5.35 5. 64 s " s n 5. 62 5.50 5. 33 5.17 5.15 5.07 5.10 s " 5.10 s as 5. 52 s 5J 5. 43 5.27 5.07 E.G. Elev E.G. Slope Vel chnl (ft) {ft/ft) (ft/s) 7. 33 8. 22 ·" ·" 8 .15 7. 77 ·" . 83 " 6. 55 6. 62 6. 79 7. 31 B. 21 8. 39 8.41 8 .14 7. 75 " ·" . " ·" " ,, 7. 02 ' " S OS ' " 7. 84 7 .45 6. 96 6. 53 ' " 6 " ' 3' ' " 6. 81 7. 65 7. 82 7. 84 " 7.22 6. 76 6. 37 6, 32 'u 6, 19 6. 33 6. 80 7. 63 7. 80 ' 83 ' " ' " ' ,s 6. 37 ' 3' 6 U ' " 6 33 6. 63 7.50 'p ' " 7.44 ' 06 6. 57 0. 000266 0. 000289 0.000296 0.000297 0. 000288 0.000279 0. 000264 0.000239 0.000234 0.000208 0. 000218 0.000236 0. 000274 0.000295 0. 000301 0.000302 0.000294 0.000286 0. 000272 0.000249 0. 000244 0.000218 0.000228 0. 000245 0.000427 0.000409 0.000410 0. 000410 0.000409 0.000410 0.000431 0.000491 0.000505 0.000595 0.000556 0.000501 0.000151 0.000224 0. 000235 0. 000237 0.000219 0.000190 0.000145 0. 000094 0.000085 0.000052 0.000063 0.000088 0.000153 0.000227 0.000239 0.000240 0.000222 0. 000193 0.000147 0.000095 0.000086 0.000052 0.000063 0.000089 0.000244 0.000393 0.000424 0.000428 0.000382 0.000317 0. 000234 0.85 ' " ' ,0 1. 21 1.13 00 " " " 0 .49 0. 53 0.62 0.86 1.16 1.21 1.22 ; H ' °' 0 83 0.65 0.62 0.50 0 " 0 63 0. 98 1..30 1.36 ' " ' " 1-.14 0. 96 0.79 on 0.67 0.70 0.78 0.71 l. 07 1.14 1.15 l.. 05 0. 90 0 69 0.48 0. 44 0. 32 0. 36 0.45 0.72 l.. 08 1.14 1.15 1. 05 0.90 0.69 0.48 .'5 3' .36 " 0. 93 ; H ' so l. 5:1 l. 38 1..17 0. 90 Flow A:.ea Top Width F:.oude ~ Chl (sq ft) (ftl 32. 93 54. 30 58. 85 59 .45 52. 62 43. 23 31. 62 21.90 20. 63 15. 71 17. 31 21.00 32. 61 53. 92 58. 45 59.06 52. 25 42. BB 31. 31 21. 63 20.36 15. 48 17. 06 20. 73 28.33 4 7. 94 51.92 52. 43 46.45 37. 96 27. 09 17. 66 16. 40 11. 52 13 .12 16. 76 39 .18 58, 17 62 .10 62. 61 56. 69 48. 39 38. 01 29 .41 28.33 24. 30 25. 59 28. 64 39. 01 57. 90 61. 82 62. 33 56.43 48 .1 7 37. 85 29. 31 28 23 24. 24 25.52 28. 54 30. 04 44. 23 47 .12 47.49 43, 14 37. 00 29, 13 23. l6 25 18 25 76 25. 86 25 03 24 .16 23 03 22. 05 21 92 21 40 21. 57 21 96 23 13 25 15 25 69 25 79 24.99 24. l2 23. 00 22 02 21. 89 21 38 21 54 21 93 22.16 22. 70 22. 81 22. 82 22. 66 22. 42 22 .12 21 85 21 82 21.68 21 73 21.83 22.57 23. 48 23.66 23.68 23. 41 23. 02 22. 52 22. 09 22.04 21. 84 21. 90 22. 06 22.56 23. 46 23.65 23.67 23.39 23.00 22.51 22. 09 22. 04 21. 84 21. 90 22.05 16. 07 l 7. 08 17.28 17.30 17. 00 16. 57 16.00 0.13 0.14 0.14 0.14 0.14 0 .13 0.12 0. 11 0. 11 0.10 0.10 0. 11 0.13 0.14 0.14 0.14 0. 14 0.13 0.13 0. 12 0.11 0.10 0. 11 0. 11 0.1~ 0.16 0.16 0.16 0.16 0.15 0.15 0.16 0.16 0.16 0.16 0.16 0.10 0.12 a. 12 0.12 0.12 0. 11 0.09 0.07 0.07 0.05 0.06 0.07 0 .10 0 .12 0 .12 0 .13 0.12 0. 11 0.09 0, 07 0. 07 0.05 0. 06 0. 07 0. 12 0.15 0 .16 0.16 0 .15 ·" ·" t-0\ (l\ (l\ N .,. 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OS 0. 06 0. 03 0. 02 Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower rn "'5 m '" rn m 635 m 635 m 635 m m m m 63S m sos sos sos sos sos 505 sos sos sos sos sos 505 "5 m "5 "' ns m m "' m m m "' "° "° no no "' no "' no "' no "' "' 0., 0 ' 0 ., u 0 ., u 0., 0 ' 0., 0 ' 0., 0.' May June July Aug Sept ooc Nov Dec Jan Feb Mac Ape May June July Aug Sept ooc Nov Dec J= Feb Mar Apr May June July Sug Sept occ Nov Dec Jan Feb Ma< >pr May June July Sug Sept occ Nov Df'<' Jan Feb Ma< Apr May June July Aug Sept oce Nov Dec Jan Feb Ma< Apr May June July Aug Sept 15 60 14 .10 8.60 10 30 14. 60 31 20 69 90 79 lO 80. 40 66. 50 48 60 29 30 15. 60 14 .10 8. 60 10. 30 14. 60 31. 20 69 90 79 10 80. 40 66. so 48. 60 29 30 15 60 14. lO 6 60 10 30 14. 60 31. 20 69 90 79 10 80 40 66 so 413. 60 29. 30 15.60 14. 10 " 60 10. 30 14. 60 31. 20 69 90 79. 1 0 80. 40 66. so 4B.60 29. 10 15. 60 14. 10 8.60 10. 30 14.60 11. 20 69. 90 79. 10 BO. 40 66.50 48.60 29. 30 15.60 14. 10 8.60 10.30 14. 60 -2.00 -2.00 -2.00 -2.00 -2.00 0. 00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 . 00 .00 . 00 .00 . 00 .00 . 00 0. 00 0. 00 00 . 00 00 -3. 80 ,,o -3. 80 -3.80 -3.80 .,,o -3.80 -3.80 -3.80 -J.80 -3.80 -3.80 -4. 75 -4. 75 -4. 75 -4. 75 -4. 75 -4. 75 -4. 75 -4. 75 -4 75 -4. 75 -4. 75 -4 75 -8. 50 -8 50 -8 50 -8.50 -8. 50 -8 50 -8 50 -8 50 -8 50 -8. 50 -8. 50 -8. 50 1.14 l. 12 l. 05 l. 07 1.12 " 2.19 ' " 2. 24 l. 96 1. 69 1. 33 l.. 12 ' rn l. 04 l. 06 'n 0.90 1.10 1.19 1. 20 1. 07 0. 88 0.91 ·'" '" 0.99 0 " 0. 98 l. 00 1. 00 1. 00 l. 00 1. 00 1. 00 1. 00 1. 00 1. 00 l. 00 1. 00 1. 00 1. 00 1. 00 00 .00 1. 00 1. 00 1. 00 l. 00 1. 00 l. 00 1. 00 l. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 l. 00 1. 00 l. 00 1. 00 l. 00 1. 00 l. 08 1. 09 1. 10 1 .19 1. 20 1. 07 0. 88 -8 38 -8. 32 -8. 31 -8 31 -8 33 -8.36 -8. 41 -8. 44 -8. 4 3 -8. 46 -8 45 -8 .44 1.14 1.12 1. 05 l. 07 1.12 l. 40 2.20 2.25 2.26 2.02 1. 74 l. 36 1.14 1. 11 1. 05 1. 07 1.12 l. 05 1. 55 l. 67 1.68 1. 51 1. 26 1. 04 1. 01 1. 01 1. 00 1. 00 1. 01 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 l. 00 1. 00 1. 00 1. 00 1. 00 1.00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 .00 .oo 1. 00 1. 00 1. 00 1. 00 0.000004 0.000003 000001 000002 0.000003 0.001273 0.002032 0.001755 0 001718 0.001439 0.001349 0.001230 0.000661 0.000577 0.000264 0.00035? 0.000605 0.008363 0.020193 0.019779 0.019718 0.020333 0.021228 006873 .001530 0. 001232 0.000441 0.000639 0. 001327 0.000000 0.000001 000001 000001 0.000001 0.000000 0.000000 0.000000 0. 000000 0.000000 0 000000 0.000000 0. 000000 0.000000 0.000000 0. 000000 0. 000000 0. 000000 0. 000000 0 000000 0. 000000 0 000000 0 000000 0. 000000 0. 000000 0. 000000 . 000000 000000 . 000000 000000 . 000000 . 000000 . 000000 000000 0.000000 O. 000000 n 30 0, OS n 1. 51 1. 00 1. 00 3 00 l. 96 1. 76 1. 47 0. 98 " S9 0 '° 0. 93 3 .10 ' '° 5. 56 ' S9 5. 33 4. 90 2. 84 1. 39 1. 25 0 ,s " 30 °' 0. 09 0 .10 0. 10 0. 08 0. 06 0. 04 0. 02 0. 02 0. 01 03 02 03 0. 07 0. 08 0. 09 0. O? 0. 05 0. 03 0. 02 0.02 0. 01 0. 01 0.02 0.02 0. 04 0.05 0.05 0. 04 0.03 0.02 0.01 0.01 0.01 0.01 0.01 136.36 134. 69 129. 52 130 93 135.24 20. 61 70 .13 78 98 80. 26 33. 91 27. 69 19. 95 15. 92 15. 5? 14 .48 14. 77 15. 68 10. O? 12. 95 14. 22 14. 39 12.48 9. 92 10. 32 11. 21 11. 26 11 .41 11 38 11. 25 786. 12 786 12 786 12 786 .12 786 12 786 12 786 12 786 .12 786 12 786.12 786 12 786. 12 939.00 93900 93900 93900 93900 93900 93900 9]9.00 93900 939.00 93900 93900 1595 31 1595 31 1595.31 1595 31 1595 31 1595.31 1595.31 1595 31 1595.31 1595.31 1595 31 1595.31 75. 51 75 .11 73 86 ?4. 21 75. 24 20 23 185 95 186 .18 186. 22 24. 67 22 70 19 98 18. 41 18 26 17 81 17. 93 18 31 13. 48 14 .51 14. 94 15. 00 14. 35 13 42 13 .57 13. 90 13. 92 13 97 13. 96 13. 91 1 79. 00 l 79. 00 179 00 1 79. 00 1 79 00 l 79. 00 1 79. 00 l 79. 00 179. 00 1 79. 00 179 00 1 79. 00 1 77. 00 l 77. 00 1 77 00 177 00 1 77. 00 177 00 177 00 177 00 177 00 177. 00 177. 00 l 77. 00 168 85 168 85 168. 85 168 85 168 85 168 85 168. 85 168 85 168 85 168 85 168. 85 168 85 0. 0). 0.01 0. 01 0.01 0.01 0. ).6 0.29 n.27 0.27 0.29 0.28 0.26 0.19 0. 1 7 0.12 O.H C.18 G.63 l. Cl 1.01 1. 00 1. 01 1. 00 0. 57 0. 27 C. 25 0. 15 rn 25 0. 00 C.01 0.01 0. 01 0.01 0.01 0.00 0. co 0.00 0.00 C.00 0.00 0. 00 0.01 0.01 O.Cl 0.01 0.00 0.00 0.00 a.cc 0.00 0. QC, 0.00 o.oc 0.00 0.00 0. cc, 0.00 0. co 0.00 0.00 o.oc 0.00 0.00 a.co X X X X X X HBC-AAS Version 4. l.. o Jan 2010 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California xxxxxx xxxx xxxx " X X X X X X X X X X X X X xxxxxxx xxxx X XXX xxxx xxxxxx X X X X X X X X xxxxxx PROJECT DATA Project Title: Springbrook Project File Springbrook.prj X X X xxxx Run Date and Time: 6/12/2014 11:46:54 AM Project in English unit!. Project Description, X X X X X X X X X X X X Using l.997 Floodplain model data as ref for TW calculation PLAN DATA Plan Title: Plan 04 xxxx X X xxxx X X X:KXXX Plan File m: \Eng\167-DC\Drn\FishPa.ssa.ge\HydroStudy\SpringbrookTW\Springbrook .p04 Geometry Title: Springbrook Geometry File m:\Eng\167-DC\Drn\FishPassage\HydroStudy\SpringbrookTW\Springbrook gOl SpringbrookFUture Flow Title Flow File m: \Eng\167 -DC\Drn \ E'ishPassage \HydroStudy\springbrookTW\Springbrook f02 Plan Summary Information: Number of: Cross Sections Culverts Bridges Computational Information n ' Multiple Openings Inline Structures Lateral Structures Water surface calculation tolerance Critical depth calculation tolerance Maximum number of iterations 0.01 0.01 '° 0.3 Maximum difference tolerance Flow tolerance factor 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical E'low FLOW DATA Flow Title: SpringbrookFuture ' 0 0 Flow File m: \Eng\167-Dt\orn\FishPassage\HydroStudy\SpringbrookTW\Springbrook. f02 Flow D-,1ta (cfs) River Reach RS 0cc Nov Springbrook Lower 1 7208 32 .1 71 .4 Springbrook Lower 5773 32. 4 72.l Springbi:-ook Lower 4838 3' 82. 4 River Reach RS June .July Spr: ingbi:-ook Lower 17208 12. 8 u Springbrook Lower 5773 D ,.. Springbrook Lower 4838 14 .8 '-' Boundary Conditions River Reach Profile Upstream Springbi:-ook Lower oce Springbrook Lower Nov Springbrook Lower Dec Springbrook Lower '= Springbrook Lower ,eo Sp,:ingbi:-ook Lower '°' Springbi:-ook Lower Apc Sp,:ingbrook Lowe,: eay Sp,:ingbrook Lower June Springbrook Lower July Springbrook Lower Aug Springbrook Lower Sept GEOMETRY DATA Geometry Title: Springbrook Geometry File m:\Eng\167-DC\Drn\FishPassage\HydroStudy\SpringbrookTW\Spi:-ingbrook gOl CROSS SECTION RIVER, Springbrook REACH, Lower INPUT RS: 17208 Description, This is a REPEATED section. Station Elevation Data num~ ,s sea Elev sta Elev Sta Ele'J 0 29.5 " " "' 21.6 m 15.4 "' 8. m 6 rn u sea ". "' 18. 4 Manning's n Values num~ SC. n val Sta n val Sta n val ' . 075 eo . OS 546 .035 Bank Sta, Left Right Lengths: Left Channel 528 599 50 50 CROSS SECTION RIVER: Springbrook sta Elev Sta Elev sos 21. 5 m 16. 3 "' ,., rn u 1480 '° 1540 20. 5 Sta n val Sta n val 572 . 05 662 . 075 Right so Coeff Cont.r. .3 Expan. • 6 Oec 78.l 78.9 90 .2 Aug , .s , 6 n Downstream Known ws Known ws Known WS Known ws Known ws Known WS Known WS Known ws Known WS Known WS Known WS Known WS . ' . ' ' . ' Jan 77.7 78. 4 B9. 7 Sept 14. 2 14. J 16. 4 ,eo Mac Apc May 63 " 6 " H 63. 6 45.9 27. 2 14 .1 72. B 52. 5 31. 1 16. 2 REACH: Lower RS: 17158 INPt.rr Description: Station Elevation Data num= '5 sta Elev sea Elev Sea Elev sea Elev sea Elev 0 29.5 so " "' 21. 6 "' 21.5 m 16. 3 ,,, 15.4 '" 9.' m ' S5' ,., m '. 9 m u "' 17.1 662 18. 4 1480 ,0 1540 20. 5 Manning' s n Values num~ sea n Val Sea n Val Sea n Val sea n Val Sea n Val 0 m 60 ·" "' . 035 m ·" "' . 075 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. m "' 8'0 8'0 rn ., .3 CROSS SECTION RIVER: Springbrook REACH: Lower RS: 16288 INPUT Description: Station Elevation Data num= " Sea Elev sea Elev sta Elev sea Elev sea Elev 0 26. 5 ,0 15. 8 " 12. 6 " 9. 9 73.5 '. 8 8' s.s " ' " ,., ns 17.9 m 17. 3 "' ,0 '" " Manning's n Values num= sea n Val Sta n val Sta n Val sta n Val .OS " .035 " . OS '50 . 075 Bank Sta· Left Right Lengths: Left Channel Right Coeff Contr. Expan. so ns m m 860 . ' . 3 Ineffective Flow num= ' Sta L Sta R Elev Permanent 0 ,0 15.8 ' us ,so 17.9 ' CROSS SKCTION RIVER: Springbrook REACH: Lower RS: 15468 INPUT Description: Station Elevation Data num= " sta Elev Sta Elev sta Elev Sta Elev sta Elev 0 " '50 n m " 1010 " 1.030 20.2 1080 20.2 1093 20 .1. 1103 14 .3 1112 13. 2 1124 ' 1126 s. s 1138 ' ' 1147 ' 1149 8.< 1160 13. 2 1167 16. 9 1184 1 7. 4 3290 " 3340 " r:tanning' s n Values num~ s sta n Val sta n Val Stri. n Val Sta n val Sta n Val 0 . 075 1030 OS 1124 . 035 1148 . OS 1184 ·" Bank Sta: Left Right Lengths: Left Channel Right Coeff Conti:". Expan . 1093 1194 " " " . 1 ., CROSS SECTION RIVER· Springbrook REACH: Lower RS: 15418 INPUT Description, Station Elevation Data num .. " Sea Elev Sta Elev Sea Elev Sta Elev Sea Elev 0 2l.5 m 20.2 m 20. l rn 14. 3 "' 13. 2 55' 8 "' 5.5 "" " 5Ti s rn SA "' 13. 2 m 16.9 6H 17. 4 2605 " 2655 " Manning·s n Values num~ Sea n Val Sta n Val Sea n Val Sta n Val Sea n Val 0 . 075 m . OS 55' .035 m . OS m . ,, Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. m "' HS HS HS ., .s Ineffective Flow num .. ' Sta L Sta R Elev Permanent 0 m 17.l F '90 2655 l 7. l ' CULVERT RIVER: Springb"rook R&ACH: Lower RS: 15346.5 INPUT Description: Culvert #3 (4 6' Pipes) Distance from Upstream XS Deck/Roadway Width "' Weir Coefficient 2. 63 Upstream Deck/Roadway Coordinates num .. Sta Hi Cord Lo Cord Sta Hi Cord LO Cord Sta Hi Cord Lo Cord SlO n, u m n ' u m l 7. 1 u 55' n, u S90 1 7. 1 .. , 5,0 17. 1 <.3 "' n, •. 3 Upstream Bridge Cross Section Data Station Elevation Data num .. " Sta Elev Sta Elev Sta Elev sea Elev sea Elev 0 2l. 5 530 20. 2 5'3 20.1 S33 14. 3 m 13 .2 55' ' 556 5.5 560 " m 5 rn ,.. 5,0 13 .2 "' 16. 9 6H 1 7. 4 2605 '8 2655 " Manning's n Values num .. sea n val Sta n val Sta n val Sea n Val Sea n Val 0 . 075 rn . OS 55< .035 m .05 S90 ·" Bank Sta: Left Right Coeff Contr. Expan . m 590 • 3 .5 Ineffective Flow num .. ' Sta L Sta R Elev Permanent 0 "3 1 7 .1 ' S,O 2655 1 7. l ' Downstream Deck/Roadway Coordinates num= Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord "° 17. 1 u m " ' ' 3 m 17.l u '" 17.1 '. 3 m 1 7 .1 u m 1 7 .1 u 6H 17. 1 •• 3 Downstream Bridge cross Section Data Station Elevation Data num~ " sea Elev Sea Elev sea Elev sea Elev sea Elev 0 21. 5 m 16.7 m 16.5 m 11.8 m 10. 7 m 8.' m ,., "' s ss, 8.3 SC, <.0 '" '.' S6S 9. 6 m " ' m 18 .1 m " Manning's n Values numo. sea n Val Sta n val Sta n Val Sta n Val sea n Val 0 . 075 m . OS S83 . 035 m .OS m . 075 Bank Sta: Left Right Coeff Contr. Expan. "' m 3 . s Ineffective Flow num~ 2 Sta L Sta R Elev Permanent 0 "' l 7. l ' "' m l 7. l ' Upstre1:1m Emb1:1nkment side slope O horiz. to 1 O vertical Downstream Embankment side slope O horiz. to 1.0 vertical Maximum allowable submergence for weir flow .95 Elevation at which weir flow begins 17.1 Energy head used in spillway design Spillway height used in design weir crest shape ~ Broad Crested Number of Culv!'!rt.s CUI vert Name Pipe3 FHWA Chart It 2 FHWA Scale II 2 Shape Circular Corrngated -Mitered to Rise Span ' Metal Pipe culvert conform to slope U.S. EG Solution Criteria" Culvert Upstrm Dist 0 Highest Length m Top n Bottom n .024 .024 Depth Blocked 0 Entrance Loss Coef ., Number of Barrels~ Upstream Elevation 5. 4 Centerline Stations Sta. Sta. Sta. 547. 4 553. 5 559 6 Downstream Elevation " Centerline Stations Sta. Sta. 541. 4 54 7. 5 CROSS SECTION RIVER: Springbrook REACH: Lower INPUT Description: Station Elevation Sta Elev 0 21.5 543 8.4 563 7. 2 Manning's n Values Sta n val . 075 Sta. 553. 6 Data s,a s,o S<G m Sta m Sta. $65 7 5. 39 Sta. 559. 7 RS• 15275 numo. Elev 16. 7 ' ' u num .. n val .OS " sea Elev m 16. 5 547 s rn 15.7 Sta n Val m . 035 Bank Sta: Left Right Lengths: Left Channel rn m " " Ineffective Flow num,. ' Sta L Sta R Elev Permanent m l?.l ' Sta Elev Sta Elev m 11. e SH 10. 7 m .., 0 561 8.S "° 18.1 6,0 19 Sta n Val St< n val m . OS rn .075 Right Coe ff Contr. Expan. 89 ., ., Exit. LOSS Coef ' rn "' 17 .1 ' CROSS SECTION RIVER: Springbrook REACH: Lower RS: 15225 mm Description, Station Elevation Data num= " sta Elev ,ea Elev Sea Elev Sta Elev Sta Blev 0 21. 5 ,rn 16. 7 m 16. 5 m 11.8 m 10. 7 "' 8.' "' ,., "' s "' '3 m '-' m '.' S65 9. 6 m 15.7 m 18 .1 s,e " Manning's n Values num= sta n Val sea n val SU n Val Sta n Val Sea n Val 0 . 075 m .05 m .035 S6S .05 rn . 075 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. rn rn rn rn rn ., .) CROSS SECTION RIVER: Springbrook REACH: Lower RS: 14995 INPUT Description: Station Elevation Data num= " sea Elev Sta Elev Sta Elev Sta Elev ,ea Elev 0 21.5 rn " ' m 16.5 rn 11..8 m 10.7 5-43 8 .• SH '. 9 w 5 m •. 3 S63 <.8 563 '·' S6S '-' "' 15.7 m 18. l. ''° " Hanning' s n Values num= SU n val '" n Val Sta n Val Sta n val sea n val .075 rn • OS SH .035 56S . OS "' . 075 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. rn m 39 39 39 .) s CROSS SECTION RIVER: Springbrook REACH, Lower RS: 14955 INPUT Description: This is a REPE:ATED section. Station Elevation Data num~ " Sta Elev s,a Elev Sea Blev sea Elev sta Elev ' 18. 5 2000 l 7. 5 2020 " 3 2027 u 2028 s 2039 a.• 2046 s.' 2048 6 6 2062 16. 4 211.7 16.8 4000 17. 5 4020 l.8. 5 Manning's n values num~ s sta n Val sta n val Sta n Val sea n val sta n Val 0 . 075 2000 • OS 2020 . 035 2062 .OS 211 7 . 99 Bank Sta: Left Right Lengths, Left Channel Right Coeff Contr. Expan. 2020 2062 " " " . 3 ., Ineffective Flow num~ ' St.rt L Sta R Elev Pel'.11"lanent 2062 BRIDGE 2020 4020 RIVER: Springbrook REACH: Lower INPUT Description: Bridge Its " " Distance from Upstream XS Deck/Roadway Width weir Coefficient F F RS: 14950 . " ' s Upstream Deck/Roadway Coordinates num= ' Sta Hi Cord LO Cord Sta Hi Cord LO Cord 2000 17. 5 '-' 2010 " ... 2020 " " 2062 " " 2117 " '-' Upstream Bridge Cross Section Data Station Elevation Data num= " sta Elev sta Elev sta Elev 0 18. 5 2000 "s 2020 16. 3 2039 '-' 2046 s ' 2048 6. 6 4000 17. 5 4020 18.5 Manning's n Values num= sea n val Sta n val Sta n val . 075 2000 .OS 2020 .035 Bank Sta: Left Right Coe ff Contr. Expan. 2020 2062 . 3 .s Ineffective Flow num= ' Sta L Sta R Elev Permanent 0 2020 " F 2062 4020 " F Downstream Deck/Roadway Coordinates num= Sta Hi Cord Lo Cord Sta Hi Cord Lo cord 2000 1 '7. 5 '.' 2010 " ... 2020 " " 2062 " ,s 211 '7 " ... Downstream Bridge Cross Section Data station Elevation Data num"' " sta Elev Sta Elev Sta Elev 0 ,e s 2000 l '7. 5 2020 16. 3 2039 ... 2046 s.2 204S 6 6 4000 l '7 .5 4020 18. 5 Manning's n Values num= sta n val Sta n Val Sta n Val 0 .075 2000 . OS 2020 . 035 Bank Sta, Left Right Coeff Contr. Expan. 2020 2062 .3 . 5 Ineffective Flow num= ' Sta L Sta R Elev Permanent 0 2020 " F 2062 4020 " F Upstream Embankment side slope Down~tream Embankment side slope Sta Hi cord Lo Cord 2020 " '-' 2062 " '-' sea Elev Sea Elev 2027 u 2028 ' 2062 16. 4 2117 16. a Sta n Val sea n val 2062 .OS 2117 ·" Sta Hi Cord LO Cord 2020 " ... 2062 " ' ' Sta Elev sta Elev 202'7 u 2028 s 2062 16.4 211 '7 16. a sta n Val SU n Val 2062 . OS 2117 . " o horiz. to 1.0 vertical o horiz. to 1.0 vertical Maximum allowable submergence for weir flow~ .95 Elevation at which weir flow begins 17 Energy head used in spillway design Spillway height used in design Weir crest shape ~ Broad Crested Number of Piers Pier Data Pier Station Upstream= 2041. upstream num= ' Width Elev Width Elev ' ... ' ,s Downstream num= ' Width Elev Width Elev ' ... ' ,s Number of Bridge coefficient Sets Low Flow Methods and Data Yarnell Selected Low Flow Methods High Flow Method KVal = Yarnell Pressure and Weir flow Submerged Inlet Cd Downstream= 2041 1. 05 Submerged Inlet+ Outlet Cd .7905694 Max Low Cord 15 Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow= Upstream energy grade line CROSS SECTION RIVER: Springbrook REACH: Lower INPUT RS: 1.4945 Description: This is a REPEATED section. Station Elevation Data sea Elev sea 0 18. 5 2000 2039 ... 2046 4000 17. 5 4020 Manning's n Values sea n Val sea 0 .075 2000 Bank Sta: Left Right 2020 Ineffective Flo·,, Sta L Sta R 0 2020 2062 4020 CROSS SECTION RIVER, Springbrook REACH: Lower 2062 num~ Elev " " num= " Elev '" Elev 1. 7. 5 2020 16. 3 u 2048 " 1.8. 5 numm n Val sta n Val .OS 2020 . 035 Lengths: Left Channel 39 39 ' Permanent ' ' RS: 1.4905 Ha Elev sea 2027 " 2028 2062 16. 4 211.7 sta n Val Sta 2062 . OS 21.17 Right Coeff Con tr. 39 . ' Elev s 1.6. 8 n val . " Expan. .s INPUT Description: Station Elevation Data num= " sta Elev Sta Elev sta Elev sea Elev sta Elev 0 18. 5 2000 l 7. 5 2020 16. 3 2027 8 .1 2028 s 2039 ... 2046 s ' 2048 u 2062 16. 4 211 7 16. B 4000 17. 5 4020 18. 5 Manning's n values nurn= sta n Val Sta n Val sta n Val Sta n val Sta n Val 0 . 075 2000 • OS 2020 .035 2062 . OS 2117 ·" Bank Sta: Lett Right Lengths· Left Channel Right Coeff Conti;. Expan. 2020 2062 '" %0 '" .1 . 3 Ineffective Flow nurn= ' Sta L Sta R Elev Permanent 0 2020 16.3 ' 2062 4020 16. 4 ' CROSS SECTION RIVER: Springbrook REACH: Lowei; RS: 13935 INPUT Description: Station Elevation Data num= 1S sea Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 '° 130 19. 5 m " %0 18 1410 16.5 1555 18. 1 1573 18.1 1595 " 1596 6.1 1598 s.s 1610 u 1620 s., 1624 u 1631 , . 3 1633 11 1651 19 .1 1655 20.1 1668 20. 5 Manning• s n values num= sta n Val sea n Val Sta n val sea n val Sta n Val 0 . 075 1410 . 0, 1595 . 035 1631 .OS 1655 .075 Bank Sta, Left Right Lengths: Left Channel Right Coeff Conti;. Expan. 1555 1651 ,so ,so 9SO .1 .1 Ineffective Flow nurn= ' Sta L Sta R Elev Pe:rmanent 0 1555 18.1 F 1651 1668 19 .1 F CROSS SECTION RIVER: Springbrook R&ACH: Lower RS: 12985 INPUT Description, Station Elevation Data nurn= 1' Sta Elev sea Elev sea Elev Sea Elev sea Elev 0 '° ,00 1' m 16. 5 1.120 16.5 2020 16 2065 16 .4 2094 14. 7 2113 " 2114 5. 1 2115 u 2130 u 2140 u 2145 s.e 2146 "' 21 76 15.9 2201 16 2500 16. S 3060 16. 5 3110 19 Manning's n Values num= Sea n val sea n val sea n Val Sea n Val Sea n Val 0 . 075 2065 0, 2115 .015 2145 . OS 2201 . 075 Bank Sta, Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2065 2201 " ., " . ' . ' Ineffective Flow Sta L Sta R 0 2065 2201 3110 CROSS SECTION RIVER: Springbrook R!iACH: Lower INPUT Description: numE Elev PeCTnanent 16. 4 F " ' RS: 12935 Station Elevation Data num= '" Elev Sea Elev 0 " "' 16.5 1645 16. 4 1674 14.7 1710 ' ' 1720 u 1781. " 2550 " Manning's n Values num= Sta n val Sea n Val . 075 1645 . OS " Sta Elev 1110 n 1676 u 1725 s.s 2630 16. 5 sea n Val 1674 . 035 Bank Sta: Left Right Lengths: Left Channel 1645 Ineffective Flow Sta L Sta R 0 1645 1756 2680 CULVERT RIVER: Springbrook REACH: Lo,,,er rn,m 1756 num~ ' Elev Permanent 15.l ' 15.1 ' RS: 12880 Description: culvert #2 l4 6' Pipe!l) Distance from upstream XS Deck/Roadway Width 110 weir Coefficient 2.63 Upst?:"eam Deck/Roadway Coordinates num= U rn rn Sta Hi Coi:-d Lo Coi:-d Sta Hi Cord Lo Cord o rn 1644 15.l 1694 14.9 1756 15.0024 2630 16.5 u .., u u a., 1100 n 1645 15.096 1 744 14. 94 1 794 15. 2 upstream Bridge cross Section Data Station Elevation Data num~ " Sea Elev sea Elev Sta 0 " m 16.5 1110 1645 16. 4 1674 14. 7 1676 1710 u 1720 u 1725 1781 " 2550 " 2630 Manning's n Values num= Sta n Val Sta n val Sta 0 .075 1645 .OS 1674 Bank Sta: Left Right Coe ff Contr. 1645 1 756 3 Ineffecti•,e Flow num= ' <.2 .., u .., Elev " ,., s.s 16. 5 n val . 035 Expan. . , sea Elev sta Elev 1590 " 1625 " 1694 ,., 1695 ' ' 1 726 "' 1756 15.9 2680 " Sta n Val Sea n Val 1725 .OS 1756 . 075 Right Coe ff Conti:-. Expan. rn ., . ' Sta Hi Cord Lo cord 1594 15. 48 .., 1645 15. 096 ,., 1756 15 0024 .., 1944 16. 2 ,., Sta Elev Sta Elev 1590 " 1625 " 1694 u 1695 u 1726 '. 6 1 756 15.9 2680 " Sta n Val Sta n Val 1725 ·°' 1 756 .075 Sta L Sta R Elev Permanent 0 1.645 1.5.1. F 1 756 2680 15 .1 ' Downstream Deck/Roadway Coordinates num= B Sta Hi cord Lo Cord Sta Hi Cord Lo Cord 0 " '-' 11.00 u '.' 1644 15. 1. '-' 1.694 14.9 '.' 1794 15.2 '-' 1944 16.2 '.' 194816.20175 '., 201616 .23149 '-' 2630 16.5 '·' Downstream Bridge Cross Section Data Station Elevation Data num= " Sea Elev sea Elev Sta Elev 0 l.9.5 "' 16. 5 "' 16. 5 1948 14 .4 1972 12. 8 1979 '-' 2015 u 2016 " 2034 12. 3 2300 " 2700 16 .5 2920 16. 5 Manning's n Values num= Sta n val Sta n Val .075 1948 .05 Sta n Val 1972 .035 Bank Sta, Left Right Coeff Contr. 1948 2016 . ' Ineffective Flow num= ' Sta L Sta R Elev Permanent 0 1.948 ,s F 2016 2970 " F Upstream Embankment side slope Downstream Embankment side slope Expan. .s Maximum allowable submergence for weir flow Elevation at which weir flow begins Energy head used in spillway design Spillway height used in design Sta Hi Cord LO Cord 1594 1.5 .48 '-' 1744 14.94 '-' l.94816 20175 '-' 201616 23149 ' ' Sea Elev sea Elev l.320 u 1890 " 1989 , 2001 '-' 2050 15 .3 2058 15. 3 2970 " Sta n Val 2016 .05 Sta n val 2058 .075 o horiz. to 1 o vertical o horiz. to 1 o vertical .,, ,, Weir crest shape Broad Crested Number of Culverts CUlvert Name Shape Pipe2 Circular FHWA Chart# 2 -Corrugated FHWA Scale# 2 Mitered to Solution Criteria= Highest culvert upstrm Dist Length 0 11.0 Number of Barrels= Upstream Elevation= 4.7 Centerline Stations Rise Span ' ' Metal Pipe culvert conform to slope U.S. EG Top n Bottom n .024 .024 Sta. Sta. Sta. Sta. Hi91.4 1697.5 1703.6 1709.7 Downstream Elevation~ 4.4 Centerline Stations Sta. Sta. Sta. Sta. 1972. 9 1979 1985.l 1991.2 CROSS SECTION RIVER: Springbrook REACH: Lower INPUT Description: RS: 12825 Depth Blocked 0 Entrance Loss Coef ., Exit Loss Coef ' Station Elevation Data num= " sea Elev sta Elev sea Elev sea Elev Sea Elev 0 19.5 "° 16. 5 "' 16. 5 1320 n 1890 " 1948 l4. 4 1972 12. 8 1979 s.; 1989 s 2001 u 2015 5. 8 2016 ' 8 2034 12. J 2050 15. 3 2058 15.3 2300 n 2700 16. 5 2920 16.5 2970 " Manning's n Values num= sta n Val Sta n Val sea n Val sta n Val Sta n Val 0 m 1948 .OS 1972 . 035 2016 .05 2058 . 075 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1948 2016 " " " . 3 . s Ineffective Flow num= ' Sta L Sta R Elev Permanent 0 1948 " F 2016 2970 '5 F CROSS SECTION RIVER: Springbrook REACH: Lower-RS: 12775 INPUT De:::cription: Station Elevation Data num= " Sea Elev sta 1nev Sea Elev sea Elev sea Elev 0 19.5 1040 " s 1130 15. 5 2100 " 2270 " 2335 14. 4 2359 12. 8 2375 e.s 2376 s.< 2388 u 2402 s. 8 2403 ' ' 2421 12. 3 2437 15.3 2445 15 .3 2780 n 3320 " s 3370 " Manning's n Values num= '" n val sta n val sea n Val sta n Val sea n Val . 075 2270 . OS 2376 .035 2402 . OS 2445 .075 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2270 2445 1040 1040 1040 ., . 3 rneffecti·.re Flow num= ' Sta L Sta R Elev Permanent 0 2270 " ' 2445 3370 15. 3 F CROSS SECTION RIVER: Springbrook REACH: Lower RS: 11735 INPUT Description: Station Elevation Data num= " Sta Elev Sta Elev sta Elev sea Elev Sea Elev 0 18.5 " " '"° 16. 5 620 ,s 1290 " 1720 15. 5 1757 15. 5 1775 " 1793 u 1 795 ' 1809 3. S 1818 u 1823 ,., 1842 10.6 1854 14. 3 1874 14. 9 2:110 16. 5 2750 16. 5 2800 " Manning• s n Values num= Sta n Val sta n Val Sta n Val Sta n val sta n val 0 . 075 1720 .OS 1793 . 035 1023 . OS 1854 .075 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan . 1 757 1054 HO HO HO . ' ., Ineffective Flow num., ' Sta L Sta R Elev Permanent 17S7 " s ' 1854 2800 H.3 ' CROSS SECTION RIVER: Springbrook REACH: Lower RS: 11595 INPUT Description: Station Elevation Data num~ " sea Elev sta Elev sea Elev sea Elev sta Elev 0 ,0 rn " "° " m " 1900 " 1920 " 2120 rn , :nos 12. 2 2331 " 2340 " 2341 ,., 2343 . ' 2354 . ' 2365 ' 2367 u 2368 u 2383 9 9 2401 11 2431 11 2720 " 3000 11 3180 ,0 3270 " 3290 " 3320 " Manning's n Values num~ sea n Val sta n Val sta n Val sta n Val sta n Val 0 .075 2120 09 2341 . 035 2367 . OS 2383 . 075 Bank Sta: Left Right Lengths: Left Channel Right Coeff Con tr. Expan 2305 2401 J.000 1000 1000 . ' . ' Ineffective Flow num~ ' Sta L Sta R Elev Permanent 0 2305 12. 2 ' 2401 3320 11 ' CROSS SECTION RIVER: Springbi:-ook REACH: Lowei:-RS: 1.0595 INPUT Description: Station Elevation Data num~ " sta Elev sea Elev sta Elev sta Elev Sta Elev 0 ,0 m " "° " m " 1900 " 1920 " 21.20 1.0. 5 2305 12. 2 2331 " 2340 ' ' 2341 ,., 2343 . ' 2354 . ' 2365 2367 u 2368 u 2383 ,., 2401 11 2431 11 2720 " 3000 11 HBO ,0 3270 ,0 3290 rn 3320 " Manning's n values num~ 9 sta n Val sta n Val sta n Val sta n Val sta n Val 0 .075 2120 .OS 2341 . 035 2367 . OS 2383 . 075 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2305 2401 ,, ,, ,, ' . 9 Ineffective Flow num~ ' Sta L Sta R 1nev Permanent 0 2305 12. 2 ' 2401 3320 11 ' CROSS SECTION RIVER: Springbrook. REACH: LO""Nel'." RS: lOS.35 INPUT Description: Station Elevation Data num~ " Sta Elev Sta Elev Sta Elev sta Elev sta Elev " '30 " m " m " 1810 " 1835 " 2210 " 2230 12. 2 2256 s.6 2:265 " 2266 s.' 2268 ' 2279 . ' 2290 ' 2292 s., 2293 u 2308 9. s 2326 n 2356 n 2410 '° 2510 '. s 2730 '° 2770 ,.s 3130 '° 3150 " 3210 18.S Manning's n values num= Sea n Val Sea n Val Sea n Val Sta n Val Sta n val 0 . 075 2210 . OS 2:266 rn 2292 . OS 2326 . 075 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. E.xpan. 2266 2326 rn n, n, .3 .s Ineffective Flow num= ' Sta L Sta R Elev Permanent 0 2266 17.9 F 2326 3210 17.9 F CULVERT RIVER: Springbrook REACH: Lower RS: 10478 rnFUT Description: Culvert #1 (2 8.69' Pipes) Distance from upstream XS Deck/Roadway Width '" Weir Coefficient 2.63 Upstream Deck/Roadway Coordinates num= ' Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 17. 9 0 2266 17. 9 0 2266 " 9 0 2290 " ' 0 2326 17. 9 0 2326 1 7. 9 0 3210 17. 9 Upstream Bridge Cross Section Data Station Elevation Data num~ " Sta Elev Sta Elev Sta Elev sea Elev sea Elev 0 " uo " rn " "' " 1810 '5 1835 " 2210 " 2230 12.2 2256 u 2265 ,.. 2266 s., 2268 . ' 2279 ., 2290 ' 2292 u 2293 u 2308 9. s 2326 n 2356 n 2410 '° 2510 9 .s 2730 " 2770 '. s 3130 '° 3150 " 3210 18.5 Manning's n Values num- sta n Val sea n Val "' n val sea n Val Sta n Val 0 .075 2210 . OS 2266 .035 2292 OS 2326 . 075 Bank Sta: Left Right Coe ff Conti:-. Expan. 2266 2326 .3 .s Ineffective Flow num~ ' Sta L Sta R Elev Permanent 0 2266 17. 9 ' 2326 3210 17. 9 ' Downstream Deck/Roadway Coordinates num~ Sta Hi Cord LO Cord Sta Hi Cord Lo Cord Sta Hi Cord LO Cord 0 " 9 0 rn 17. 9 ' rn 17.9 "' 17.9 0 "' 17.9 0 2290 17. 9 3210 17.9 Downstream Bridge Cross Section Data Station Elevation Data num. " Sta Elev Sta Elev Sea Elev Sta Elev sta Elev 0 " m H rn 15. 5 "° 16. 1 "' 14. 3 rn u "' u m . , m 0 "' 0 '"' ,., <98 u "' 10. 2 m 10. 2 ,so rn rn " m " Manning's n Values num~ Sta n Val sea n val sea n Val Sta n Val Sta n val .075 rn • OS "' . 035 "' . OS "' . 075 Bank Sta: Left Right Coeff Contr. Expan. "' "' . ' ., Ineffective Flow num~ ' Sta L Sta R Elev Permanent 0 "' 17.9 ' "' m 17.9 ' Upstream Embankment side slope o horiz. to 1.0 vertical Downstream Embankment side slope o horiz. to 1. o vertical Maximum allowable submergence for weir flow .95 Elevation at which weir flow begins 17 9 Energy head used in spillway design Spillway height used in design Weir crest shape Broad Crested Number of Culverts culvert Name Pipel PHWA Chart # 2 FHWA Scale # 2 Shape Circular Corrugated -Mitered to Rise Span 8.69 8.69 Metal Pipe CUlvert conform to slope U.S. EG Solution Criteria~ Culvert Upstrm Dist 0 Highest Length n, Top n Bottom n .024 .024 Depth Blocked C Entrance Loss Coef . , Number of Barrels= lJpstream Elevation 3.6 Centerline Stations Sta. Sta. 2291.642300.345 Downstream Elevation 3 5 Centerline Stations Sta. Sta. 482.14 490.845 CROSS SECTION RIVER: Springbrook REACH: LOwer RS: 10421 INPUT Description: Station Elevation Data num= " sta Elev Sta Ele·• Sea Elev Sea Elev Sta Elev 0 '" m H ''° 15. 5 "' 16. 1 m H.3 rn ,., rn u m . , m 0 "' C "' ... m u "' HI .2 SS6 10. 2 m rn rn " m '" Manning's n Values num= Sta n val sea n val sea n Val Sta n Val Sta n Val . 075 rn .OS m . 035 '" . OS SS6 . 075 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. "' "' " " " . ' . s Ineffective Flow num~ ' Sta L Sta R Elev Permanent Exit LOSS Coef ' "' 17.9 ' "' '" l 7. 9 ' CROSS SECTION RIVER: Springbrook REACH: Lower RS: 10376 INPUT Description: Station Elevation Data num= n sea Elev Sea Elev Sea Elev sea Elev Sta Elev 0 '8 ,0 " m " HO 16. l m 14.3 rn u rn u rn . s m 0 m 0 '" ' 8 '" '-" SH 10. 2 5S6 10. 2 ,so " "' " m '" Manning's n values num~ Sta n Val Sta n val Sta n Val Sta n Val Sta n val 0 . 075 390 . OS m . 035 "' .OS m .075 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. "° "' HO HO rn ., 3 Ineffective Flow num~ ' Sta L Sta R Elev Permanent 0 '" 16 .1 F SH '" 10. 2 F CROSS SECTION RIVER· Springbrook REACH: Lower RS: 10011 INPUT Description: Station Elevation Data num~ " sea Elev sea Elev "' Elev Sta Elev Sta Ele,: 0 t8 ,0 14. 5 "' " sso 15. 5 m 1.0.9 "' u rn 2.3 se, 0 ,,, ' m u "' u "' 10.2 "' 10. 3 1.020 10. S 1040 " 1090 t8 Manning's n Values num~ '" n val Sta n val sea n val '" n Val sta n Val . 075 ;so . OS m . 035 ,,, .OS 6'0 . 075 Bank Sta, Left Right Lengths: Left Channel Right Coeff Contr. Expan_ sso 6'0 39 J9 39 .3 ., Ineffective Flow num~ ' Sta L Sta R Elev Permanent 0 s,o 15. 5 ' ''° 1090 10. 3 ' CROSS SECTION RIVER; Springbrook REACH: Lower RS: 9971 INPUT Description: This is a REPEATED section. Station Elevation Data num~ u sta Elev Sta Elev Sta Elev Sta Elev Sta Elev t8 ,0 " '° 15. 5 "' " '80 u m D 185. l ' 199.5 0 213.9 '" u m D m " "" " Manning's n Values num" SU n Val Sea n val SU n Val Sea n Val SU n val . 075 "° .OS 185. 1 .035 213. 9 .OS n, . 075 Bank Sta, Left Right Lengths: Left Channel Right Coeff Contr. Expan. "° '" '° <O <O . ' .s Ineffective Flow num" ' Sta L Sta R Elev Permanent 0 "° " ' m m D ' BRIDGE RIVER: Springbrook REACH: Lower RS: 9949.5 INPUT Desc:dption: Bridge 112 Distance from Upstream XS Deck/Roadway Width B Weir Coefficient 2.6 upstream Deck/Roadway Coordinates num" u Sta Hi Cord LO Cord Sta Hi Cord LO Cord Sta Hi Co:c:-d Lo Cord 0 " " " " " 60 15. S 15. 5 "° " " m D u "' D u 185. l u u 199. 5 D n 213 .9 u u "' u u m u u m " " ,60 " " upstream Bridge Cross Section Data Station Elevation Data num" u Sta Elev SU Elev SU Elev sea Elev Sea Elev 0 " " " 60 1.5.5 '" " "" u m ,., 185.1 ' 199.5 0 213. 9 ' rn u "' D m " m " Manning's n values num• Sea n Val Sea n Val Sea n Val Sea n val Sea n Val 0 . 075 "" . OS 185. 1 . 035 2l3. 9 .OS "' .075 Bank Sta: Left Right Coeff contr. Expan . "° m . , . ' Ineffective Flow num= ' Sta L Sta R Elev Permanent 0 "' " ' rn "' u ' Downstream Deck/Roadway Coordinates num= u Sta Hi Cord LO Cord Sta Hi Cord Lo Cord Sta Hi Cord LO Cord 0 " " " " " 60 15.5 15.5 "° " " '80 u u ms u u 185. l u u l99. S u u 213 .9 u n rn D B m u u m " " m rn " Downstream Bridge Cross Section Data Station Elevation Data num~ u Sea Elev Sea Elev s,a Elev Sea Ele~· "' Elev 0 " 20 " so 15.5 m " ''° u m u 185 .1 199. 5 0 213. 9 ' rn u "' D '30 " m " Manning's n Values num~ Sea n Val sta n val Sea n val Sea n Val sta n val 0 .075 m .035 185. l . 014 213. 9 . 035 m O<S Bank Sta: Left Right Coeff Contr. Expan . m "' • 3 5 Upstream Embarlkment side slope o horiz. to 1.0 vertical Downstream Embankment side slope o horiz. to 1.0 vertical Maximum allowable submergence for weir flow .95 Elevation at which weir flow begins Energy head used in spillway design Spillway height used in design Weir crest shape ~ Broad Crested Number of Bridge Coefficient Sets Low Flow Methods and Data Energy Selected Low Flow Methods Energy High Flow Method Energy Only Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria. to check for pressure flow ~ Upstream energy grade line CROSS SECTION RIVER: Springbrook REACH: Lower INPUT RS: 9933 Description: This is a REPEATED section. Station Elevation Data sta Elev sta 0 '" '° '"' 13 185. l "' 13 m Manning's n Values sta n Val Sta 0 .075 m Bank Sta: Left Right uo CROSS SECTION RIVER: Springbrook. REACH: Lower mPUT Description: rn Station Elevation Data Sta Elev Sta 0 18 20 m m 13 u 105. 1 '30 num~ 13 Elev sta Elev " '° 15. 5 199. 5 0 " m '" num~ n val Sea n val . 035 185 .1 . 014 Lengths: Left Channel ' ' RS: 9928 num~ u Elev sea Elev " " 15.S 1 199 .5 ' u m 18 sea Elev Sea "° " mo 21). 9 ' "' sea n Val Sta 213. 9 .035 rn Right Coeff Contr. ' .3 Sta Elev Sta uo 16 180 213. 9 ' '" Elev 13 13 n Val .075 Expan. . s Elev u 13 Manning's n Values num .. sea n Val Sea n Val sea n Val SU n Val Sta n Val 0 . 075 ''° . OS 185. l .035 213. 9 .OS m . 0·15 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. "° "' so so so . ' .s Ineffective Flow num" ' Sta L Sta R Elev Fennanent 0 "° " F rn no D ' CROSS SECTION RIVER: Springbrook REACH. Lower RS: 9878 INPUT Description: Station Elevation Data num" " sea Elev sea Elev sea Elev Sea Elev Sea Elev 0 " ,0 " 110 " rn 10.9 "' '.' '89 s ·' ''° .s '°' 0 209. 5 ' "' u m u m 10.3 "' 12 .3 m 12. 4 m " m " Manning's n Values num= Sta n val SU n val Sta n val Sta n val Sta n val 0 . 075 110 .OS 1" . 035 212 . OS m . 075 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 110 m S<O ''° "' ., 3 Ineffective Flow num" ' Sta L Sta R Elev Pennanent 0 no " ' "' rn 12. 4 ' CROSS SECTION RIVER· Springbrook REACH, Lower RS: 9338 INPUT Description, Station Elevation Data num= " Sta Elev Sta Elev sea Elev SU Elev sea Elev 0 " ''° " "° " '90 '° "° '° 1230 ll. 7 1265 11.4 1282 9.' 1295 ,., 1298 ,., 1307 u 1317 ,., 1319 s., 1332 ll. 9 1379 11. 4 2060 " 2265 " 2280 rn Manning's n Values num= Sta n Val Sta n Val Sea n Val sea n Val SU n Val 0 .075 m . OS 1295 . 035 131', . OS 1379 . 075 Bank Sta: Left Right Lengths· Left Channel Right Coe ff Contr. Expan. 1230 1332 ''° "° ,eo ·' 3 Ineffective Flow num~ ' Sta L Sta R Elev Permanent 0 1230 ll. 7 ' 1332 2200 ll. 9 ' CROSS SECTION RIVER: Springbrook REACH : Lower RS: 9178 rneUT Description: Station Elevation Data num= " sea Elev Sea Elev sea Elev sea Elev Sta Elev 0 " HO H "° " "° " "° H m H no '° "° 11, 3 "' 11.6 "' ' .. m ,.. '" ,., "" u 904. 5 u '°' u 920 11. 7 932 1S '" 15.3 990 " 1190 " 1450 H H60 " 1530 11. 5 1540 17.5 Manning's n Values num= Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 . 075 no . OS m .035 ,OS .OS "' . 075 Bank Sta, Left Right Lengths: Left Channel Right Coe ff Contr. Expan. m 1190 rn rn rn ., . , Ineffecti·~e Flow numca ' Sta L Sta R Elev Pet:manent 0 ea, 11. 6 ' 1190 l.540 " ' CROSS SECTION RIVER: Springbrook REACH: Lower RS: 8408 INPUT Description: Station Elevation Data num= " Sta Elev Sta Elev Sta Elev sea Elev Sta Elev 0 " mo " m " m " '60 " ,oo 13 .2 "' H.9 rn 13 .8 rn 12.B rn u m ,., m u '86 ' "' u ,00 '. 9 m 10 .1 rn H.7 "' 16.9 rn " 1020 " 1040 " 1600 11.5 1630 '8 Manning's n Values num= ' Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 , 075 ,oo .OS "' . 035 '" . OS "' .99 Bank Sta: Left Right Lengths, Left Channel Right Coeff Contr Expan. rn '" 1450 1450 1450 .1 . , Ineffective Flow num= ' Sta L Sta R Elev Permanent 0 rn 14.9 ' "' 1630 1' ' CROSS SECTION RIVER: Springbrook REACH: Lower RS, 6958 INPUT Description, Station Elevation Data num= u sta Elev Sta Elev st, Elev Sta Elev Sea Elev 0 15. 2 al 14. 7 H ' " u 74. 7 Le ss u ,, LS " ,., '°' u uo 15.l m 15. 4 Manning's n Values num= Sta n Val sta n Val sta n val sta n val Sta n Val . 075 n 0, " .035 " ·°' m "' Bank Sta: Left Right Lengths: Left Channel Right C'oeff Contr. Expan. " m ''° 9'0 '20 . ' . 3 CROSS SECTION RIVER: Springbrook REACH: Lower RS: 6038 INPUT Description: Station Elevation Data num~ u sta Elev Sta Elev sea Elev sta Elev Sta Elev 0 15. 8 , 16.3 ,0 12 .6 " 9 ·' s, s 53 .5 1. 75 " 1.65 68 l..85 " 3. 35 n 6.3 " '., '°' 16. 6 Manning's n Values num= Sta n Val Sta n Val Sta n Vc1.l 0 0, SJ . 035 n . OS Bank Sta, Left Right Lengths: Left Channel Right Coeff Contr. Expan. so n mo mo mo ., . J CROSS SECTION RIVER: SpringbI"ook REACH: Lower RS: 5938 INPUT Description: Station Elevation Data num~ " Sta Elev sta Elev sta Eley Sta Elev Sta Elev 0 15.S ' 16. 3 ,0 12. 6 " , . ' so s 53. 5 1.75 " 1. 65 68 1. 65 " 3.35 n 6 3 " '.' m 16. 6 Manning's n values num~ Sta n Val Sta n Val sea n Val Sta n Val Sta n val 0 .075 9 • 0, " . 035 n . OS "' . 075 Bank Sta: Left Right Lengths, Left Channel Right Coeff Contr. Expan. s, n 39 39 39 .3 .s CROSS SECTION RIVER: Sprin']brook REACH: Lower RS: 5898 INPUT Description· Station Elevation Data num= sea Elev sea Elev Sta Elev sta Elev Sta Elev 0 " ., ' " 28. 5 2. 74 36 ·" " ·" 55. 5 2. 74 60 2. 74 60. l " Manning's n Values num= sea n Val sea n Val Sta n Val 0 • OS ' . 035 60 . OS Bank Sta: Left Right Lengths· Left Channel Right Coeff Con tr. Expan. ' 60 " " " . 3 , Ineffective Flow num= Sta L Sta R Elev Permanent 0 ., " ' 60 60. l " ' BRIDGE: RIVER: Springbrook REACH: Lower RS: 5860 INPUT Description, Bridge ~l Distance from Upstream XS Deck/Roadway Width 60 weir Coefficient u Upstream Deck/Roadway Coordinates num= 6 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord LO Cord 0 " ·" ., " ·" ' " " " " " 60 " ·" 60 .1 " . " Upstream Bridge Cross Section Data Station Elevation Data num= 0 sta Elev Sta Elev sea Elev Sea Elev Sta Elev 0 " . ' 2.74 28. 5 ' " " ·" '" ·" 55. 5 2. 74 60 2. 74 60. l " Manning's n values num= St.a n Val Sta n val Sta n val 0 .OS . ' . 035 60 .OS Bank Sta: Left Right Coeff Cont:.. Expan . . ' 60 ., . s Ineffective Flow num= ' Sta L Sta R Elev Permanent 0 ' " F 60 60. l " ' Downstream Deck/Roadway Coo:.dinates num= 6 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 " ·" ., " ·" . ' " " 60 " " 60 " " 60. l " . " Downstream Bridge Cross Section Data Station Elevation Data num= 8 sea Elev Sta Elev sta Elev sea Elev Sta Elev 0 " ., 2.74 28 s 2. 74 " ·" " ·" 55.5 2. 74 60 2. 74 60. l " Manning's n values num= Sta n Val Sta n Val Sta n val 0 05 ·' .035 60 OS Bank Sta, Left Right coeff contr. Expan . . ' 60 . ' . s Ineffective Flow num= ' Sta L Sta R Elev Permanent 0 ·' " ' 60 60.l " ' Upstream Embankment side slope O horiz. to 1. 0 ve:.tical Downstream Embankment side slope O horiz, to 1. O vertical Maximum allowable submergence fo:. we~r flow ,s Elevation at which weir flow begins " Energy head used in spillway design Spillway height used in design Weir crest shape Number of Bridge Coefficient Sets Low Flow Methods and Data Energy Selected Low Flow Methods= Energy High Flow Method Pressure and Weir flow Submerged Inlet Cd Broad Crested Submerged Inlet + Outlet Cd . 7905694 Max LOW Cord ~ 15 Additional Bridge Parameters Add Friction component to Momentum Do not add weight component to Momenlum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow~ Upstream energy grade line CROSS SECTION RIVER: Springbrook REACH: Lower INPUT Description: Station Elevation Data Sta Elev Sta 0 16 . l 55. 5 Manning's sea 0 2. 74 n Values n Val .OS 60 sta ., Bank Sta: Left ' Ineffective Flow Right Sta L Sta R 0 . ' 60 60. 1 CROSS SECTION RIVER: Springbrook REACH: Lower INPUT Description, station Elevation Sta Elev 0 " 48 . 23 Manning's n Values Sta n Val O . 05 '" num~ Elev n u Data sta . ' " sta 6 Bank Sta: Left Right " CROSS SECTION RS: 5838 num= Elev 2. 74 2. 74 numa. n Val .035 sea " 5 60 sea 60 Elev 2. 74 " n val 05 Lengths: Left Channel ' ' Permanent F ' RS: 5B30 num~ '° Elev sta Elev 6. 73 ' 4.73 ·" 67. 5 2.73 nurn~ n Val sea n val . 035 " . OS Lengths: Left Channel 57 57 sea 36 Right sta " " Right 5' Elev . " Sea '" Coeff Conte ., Elev sta 2.73 40. 5 2.73 75. 1 Coeff Contr. . 3 Elev . " Expan. .5 Elev 2. 73 " Expan. . s RIVER: Spi:-ingbrook REACH: Lowe:r RS: 5773 INPUT Description, Station Elevation Data num= SU Elev sta Elev Sta Elev Sta Elev Sta Elev 0 " 18. 8 2. 62 " 2. 62 35.5 . " 4 7. 5 . " 55 2.62 60 2. 62 65.9 2. 62 66 " Manning's n Values num= sta n Val sta n Val Sta n Val 0 . 05 18. 8 . 035 65.9 . OS Bank Sta, Left Right Lengths: Left Channel Right Coeff Contr. Expan. 18.8 65. 9 "' m m ., .3 CROSS SECTION RIVER: Springbrook REACH: LOwer RS: 5550 INPUT Description: Station Elevation Data num= " Sta Elev "' Elev sta Elev Sta Elev Sta Elev 0 15.6 " 15 .4 83. 7 9.' 91.3 u 92. 4 2.72 96.7 . " 103 .1 ·" 110. 3 . 8 114 .1 ,., 119. 6 s., 125. 3 8 141 .3 2. 66 162. 8 2. 66 170. 3 . " 182.3 .H 189.8 2. 66 201.3 2. 66 201. 4 15. 6 Manning's n Values num .. Sta n Val Sta n Val Sta n Val 0 . 05 91. 3 . 035 201.3 .OS Bank Sta, Left Right Lengths, Left Channel Right Coeff Conti::-. Expan. 91. 3 201.3 us <O " ., .3 CROSS SECTION RIVER: Springbrook REACH: Lower RS: 5439 INPUT Description: Station Elevation Data num= " Sta Elev sta Elev Sta Elev Sta Elev Sta Elev 0 22. 5 <.8 21. 5 18.5 16. 2 36. 6 15. 7 36.6 30 38.l 30 38.l 15. 7 83.7 14.8 83. 7 30 85.2 30 85.2 14. 8 108. 9 14. 5 u, u n, 30 118. 5 30 118 S ' ' 121 .4 LS 129. 9 ., 143 .1 3.' 144. 6 u 152. 5 5 165. 6 6 167.8 11.4 167. 8 30 169. 3 30 169 3 1:1. 4 176 .4 14.8 195. 4 22.3 204. 4 23. 2 "' 24.5 247 1 ' " "' 2.12 259. 1 . " m " 271. 1 2.12 306. 9 2 .12 "' 24.5 Manning's n Values num~ Sta n val sta n val Sta n Val . OS 108. 9 .035 306. 9 . OS Bank Sta: Left Right Lengths: Left Channel Right Coeff Contl'.". e:xpan. 108. 9 306. 9 '5 '5 " ' . 3 CROSS SECTION RIVER: Springbrook REACH· Lower RS: 5393 INPUT Description: Station Elevation Data num .. 39 Sea Elev sea Elev Sea Elev Sta Elev Sta Elev 0 24. 6 s.' 23. 6 28.1 16. 2 35 .1 l.5.4 35. l 30 36 6 30 36. 6 15. 4 44. 3 15. 2 es 14 .6 8S ;o 86. 5 '° 86. 5 14. 6 96. 2 14. 3 112. 5 ' 116 5 LS 116. 5 30 us ;o ne LS m ·" 131. 6 ,., 144 .6 u 146.2 u 152. 8 u 158. 5 0 165. 7 11. 5 167. 8 " 167. 8 30 169. 3 30 169. 3 " l.89. l " 203.1 24. 6 m 24. 5 24 7. 1 2.12 "' ' " 259 .1 " 271 ·" 271. l 2 .12 306.9 2.12 m 24. 5 Manning's n Values num~ Sea n Val Sta n val Sea n val 0 • OS ll.2. 5 . 035 306. 9 . OS Bank Sta: Left Right Lengths, Left Channel Right coeff contr. Expan. 112. 5 306. 9 <S " " .3 . 3 CROSS SECTION RIVER: Springbrook REACH: Lowei:-RS: 5348 INPUT Description: Station Elevation Data num= 39 sea Elev Sea Elev sta Elev sta Elev sta Elev 0 " n 24. 2 34. 2 3S S 40. 5 15. 3 40. 5 ,0 " 30 " 15. 3 51. 4 15 .2 91 .4 15. 3 91. 4 ,0 " , 30 92. 9 15. 3 123. 4 14. 9 123 .4 30 124. 9 30 124. 9 14. 9 138. 9 H 144. 4 u l.47 2 . " 157.8 . " 171.5 1. 88 "' 3. 08 1 74 8 SA 174. 8 30 176. 3 ,0 176. 3 '. 3 178.1 8. 3 206. 5 21.2 213 .2 22. 3 m 25 .1 226.6 24.S m 24.5 247 1 2 .12 ,s, 2.12 259. 1 " m ·" 271.1 2.12 306. 9 2. 12 '" 24. 5 Manning's n Values num= "' n Val Sta n Val sea n Val .OS 138. 9 .035 306. 9 .OS Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 138. 9 306. 9 '° so ,0 . 3 .3 CROSS SECTION RIVER: Springbrook REACH: Lower RS: 5268 INPUT Description: Use the following BT and GR cards for the current (Feb l995) condition of the Grady Way Box CUl vert BT " 0. 0 18. 0 18. 0 " 0 18. 0 18. 0 45.1 18. 0 18. 0 BT 47.5 18. 0 18. o. 47.51 18.0 14. 1 58. 5 18. 0 l4 .l 58 51 ST 18. 0 2. 00 59.5 18. 0 2. 00 59. 'il 18. 0 14. 1 70.5 18. 0 ST 14. l 70. 51 18.0 2. 00 71. 5 18. 0 ,.o 71.51 18. 0 14 .1 ST 82 .5 18. 0 14.l 82. 51 10. 0 6. 8 83.5 18. 0 " 83 51 ST " 0 14 .1 94. 5 18. 0 14 .1 94 51 18. 0 12.8 95. 5 18. 0 ST 14. 0 95 .51 18.0 14.l 1.06 .5 18. 0 14 .1 106.51 10. 0 1-4.1 BT 108.9 18. 0 14.l 109 0 18.0 18. 0 189. 0 18. 0 18. 0 GR 18.00 0. 0 18.00 45. 0 18. 00 45.1 18. 00 47. 5 9 2 ·17. 51 GS '. 0 58. 0 '. 0 58.50 2. 0 58 51 2.00 59. 5 0.09 59.51 GS 0. 09 70.5 u 70 51 2.00 71. 5 ,.o 71.51 2. OD 72.0 o, 2. 00 75. 0 6.0 82. 5 u 82. 51 u 83.5 u 83 .51 GR 12.80 94. 5 12. 8 94. 51 14. 0 95.5 14.0 95 .51 14 .1 106. 5 GR 14.10 106.51 18.00 100.9 18. 00 109 0 18. 00 189. 0 Station Elevation Data num~ " Sea Elev Sea Elev Sea Elev Sea Elev Sea Elev 0 19.9 72.2 1?. 4 131.8 l4. 9 140 .4 11. 9 "' u 159. 2 -.45 l 73. l -. 45 "' ·" 183. S u 187. 6 s 194. 7 2. 62 199. 7 2. 62 207. 2 . " 219. 2 " 226. 74 2. 62 254. 7 2. 62 254.8 H Manning's n Values numz Sta n val Sea n val Sea n Val . OS m . 035 254.7 .OS Bank Sta: Left Right Lengths, Left Channel Right Coeff Contr. Expan. '58 254.7 80 22S 225 . 2 ., CROSS SECTION RIVER: Springbrook REACH: Lowei:-RS: 5143 INPUT Desci:-iption: X2 14.l 18.0 x; rn 0. 0 Station Elevation Data num= '" Sea Elev sea Elev sea Elev sea Elev Sea Elev 0 ,e " '8 45.l ' 47.5 ' 47 51 ' so ' 58. 5 ' S8. 51 ' 59.5 ' 59 Sl . 09 70.5 . 09 70. 51 ' 71. 5 9 71. 51 ' n ,s ' 82. 5 ' 82. Sl ' 83. 5 ' 83 .51 94. 5 ' 94. 51 ' 95. 5 ' 95. 51 ' 106. 5 106.51 14. 1 108 9 20 >09 20 '99 " Manning• s n Values num= Sea n Val Sea n Val Sea n Val 0 . OS 47. 5 .011 108.9 .OS Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 47. 5 108. 9 " " " . ; .s Cross Section Lid num= 26 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 " " " " " 45. l " 2 47.5 " 2 47. 51 " 14 .l 58. 5 rn 14. l 58.51 " ' 59. 5 rn ' 59. 51 " 14. l 70. 5 " 14.l 70. 51 " ' 71.5 ,., 71.51 " 14. l 82. 5 rn H' 82.51 " 83. 5 " 2 SJ. 51 " 14. l 94 .5 " 14 .1 94. 51 " 2 95. 5 " 2 95 51 " 14 .1 :106.5 " 14. l 106. 51 " ' 108. 9 " "' " " m " " CROSS SECTION RIVER: Springbrook REACH: Lower RS: 5100 INPUT Description: Station Elevation Data num" 30 Sea Elev st, Elev '" Elev '" Elev Sea Elev 0 " " " 45 .1 ' 47. 5 ' 47. 51 2 55 2 s, 3 58. 5 ' 58. 51 ' 59.5 ' 59. 51 70. 5 ' 70. 51 ' 71. 5 ' 71. 51 ' " ' '5 ' 82.5 ' 82.51 ' 83. 5 ' 83.51 ' 94. 5 ' 94. 51 ' 95. 5 2 95. 51 ' 106. 5 ' 1.06 51 2 1.08. 9 ' '°' " "' " Manning's n Values num= Sta n val Sta n val '" n Val . OS 45 .1 .011 108.9 .OS Bank Sta: Left Right Lengths: Left Channel Right Coeff contr. E:xpan 45.l 108. 9 50 50 so ., . s Ineffective Flow num= ' Sta L Sta R Elev Permanent 0 45.l ' ' 108. 9 "' ' ' Cross Section Lid num= 26 Sta Hi Cord Lo Cord Sta Hi Cord LO Cord Sta Hi Cord LO Cord 0 " " " " " 45.1 " ' 47.5 " 2 47. 51 " 14.1 58. 5 " 14. l 58.51 " ' 59. 5 " ' 59.51 " 14 .1 70.5 " 14 .1 70. 51 " ' 71. 5 " 71.51 rn 14. 1 82. 5 " 14 .l 82 .51 " 8.3 .5 " ' 8.3. 51 " 14 .1 94 .5 " 14. l 94. 51 " ' 95. 5 " 2 95.51 " 14 .1 106. 5 " 14 .1 106. 51 " ' 108. 9 " "' " " '89 '" " CROSS SECTION RIVER: Springbrook REACH: Lower RS: 5050 INPUT Description: Station Elevation Data num= " Sea Elev sta Elev Sta Elev Sta inev Sta Elev 0 " " " 4S.l 2 47. 5 2 4 7. 51 ' ,, 2 ss ' 58. 5 ' 58. 51 59.5 59 51 70. S 70. 51 ' 71. 5 ' 71. 51 " ' " ' 82.S ' 82.51 2 8). 5 ' BJ. 51 ' 94. 5 ' 94. 51 ' 9S s ' 95. 51 ' 1.06.5 ' 1.06. 51 ' 1.08. :I ' "' l6 "' l6 Manning's n Values num= Sea n Val sea n Val Sea n Val 0 .OS 45.l . 011 1.08.:1 . OS Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 45. 1 108.9 >00 mo 100 ) . s Ineffective Flow num= ' Sta L Sta R Elev Permanent 0 45.1 ' ' 108. 9 "' ' ' Cross Section Lid nurn= " Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord LO Cord 0 18 l6 ., 18 l6 45.1 18 ' 47.5 rn ' 47. 51 " 14. l 58.5 l8 14. l 58. 51 18 l 5:1.5 18 l 59. 51 18 14 .1 70. 5 18 14. l 70. 51 18 71.5 18 l 71. 51 18 14 .1 82. 5 18 14 .1 82. 51 18 ' 83. 5 lS ' 83. 51 lS 14. 1 94.5 18 14. 1 94. 51 lS ' :15.5 18 ' 95. 51 18 14 .1 106. 5 18 14. 1 106. 51 18 ' 108.9 18 ' '" l8 " "' " l6 CROSS SECTION RIVER: Springbrook. REACH: Lower RS· 49$0 INPUT Description: Station Elevation Data num= 30 Sea Elev Sea Elev Sea Elev Sea Elev Sea Elev 0 l6 ,, l6 45.l ' 47.5 ' 47. 51 ' ss ' " l 58. 5 l 58.51 l 59. 5 59. 51 l 70. 5 70.51 l ?l. 5 71. 51 " l " ' 82. 5 ' 82.51 ' 83. 5 83.51 ' :14. 5 ' 94. 51 ' 95. 5 ' 95. 51 106. 5 ' 1.06 51. ' 108.9 ' "' l6 "' " Manning's n values num= sea n val sea n Val Sea n Val 0 .OS 45.l .011 108.9 . OS Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan 45 .1 108. 9 , , , . , . s Ineffective Flow num= ' Sta L Sta R Elev Permanent 0 45.1 ' F 108. 9 "' ' F Cross Section Lid num= " Sta Hi Cord LO Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 0 l8 H ., 18 " 45.1 18 ' 47. 5 18 ' 47.51 18 " l 58. 5 18 14.l 58. 51 " l 59. 5 18 l 59.51 " 14. 1 70. 5 rn 14. 1 70. 51 18 71.. 5 18 71.51 l8 14. 1 82.5 18 14 .1 82. 51 18 83. 5 l8 ' 03.51 18 14 .1 :14 .5 18 14. 1 :14. 51 18 ' 95.5 18 ' 95.Sl " 14. 1 1-06. 5 l8 14 .1 106.51 18 ' 108.9 " '°' 18 l6 "' 18 l6 CROSS SECTION RIVER: Springbrook REACH: Lower RS: 4947 INPUT Description: Station Elevation Data num~ " Sea Elev Sta Elev Sta Elev Sta Elev Sta 1nev 0 " " " 45. 1 ' ss ' se ' n ' ,s ' 108. 9 ' '°' " '"' " Manning's n Values num= sta n val sea n val sea n Val 0 .OS 45.l .035 108. 9 .OS Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 45.l 108. 9 "' "' ,09 . ' . s CROSS SECTION RIVER: Springbrook REACH: Lower RS: 4938 INPUT Description· Station Elevation Data num= " sea Elev sea Elev Sta Elev Sta Elev sta Elev 0 H " " 45.l ' " ' 71.5 ' '3 ' " ' so ' 93 ' 131.5 ' rn ' 144. 9 ' m " m H Manning's n Values num= Sta n val sea n Val sea n Val 0 • OS 45.l .035 144. 9 • OS Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 45. l 144. 9 M " " . ' . ' CROSS SECTION RIVER: Springbrook REACH: Lower RS: 4774 INPUT Description: Station Elevation Data num= " sta Elev Sta Elev Sta Elev sea Elev sea Elev 0 16 " 8.33 " 8. 33 so 3. 33 ss 1. 33 ,o 1. 33 70. 7 u BS. 3 u 86 1. 33 m 1. 33 "' 3. 33 160 " Manning's n Values num= Sta n Val sea n val Sea n Val 0 .OS so .035 m OS Bank Sta: Left Right Lengths: Left Channel Right Coe ff Con tr. Expan. so "' " " " . ' . ' CROSS SECTION RIVER: SpL·ingbrook REACH: Lower RS: 4712 INPUT Description: This is a REPEATED section. Station Elevation Data num= Sta Elev sta Elev Sta Elev Sta Elev sta Elev 0 " " , " ' S8. 2 u 64. 2 ' ' 127. 8 '. 6 133. 8 u "' D Manning's n values num= sea n Val Sta n Val Sta n val 0 .OS 58. 2 .035 133. 8 .Os Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Rxpan. 58. 2 133. 8 " " " . ' .s CROSS SECTION RIVER: Springbrook REACH: Lower RS: 4660 INPUT Description: Station Elevation Data num= ' Sta Elev sta Elev Sta Elev Sta Elev sea Elev 0 " '° , " ' 58. 2 u 64. 2 u 127. 8 u 133. 8 u '" u Manning• s n values num= sea n Val Sta n val Sta n val . OS 58.2 . 035 133 .8 .OS sank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 58. 2 lB.8 " " " ' CROSS SECTION RIVER: Springbrook REACH: Lower RS: 463S INPUT Description: This is a RRPRATED section. Station Elevation Data num= '° Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 " 22.5 , 40. $ 9 55.5 • " ' ,., 81. 2 ,., 81. 5 ' 121. 5 ' 127.5 ' 163. S 17. 3 3 Manning's n Values num= Sta n Val Sta n Val Sta n Val 0 . OS 55. 5 .035 127. 5 .OS Bank Sta: Left Right Lengths: Left channel Right Coeff Contr. Expan. 55.5 127. 5 91 91 91 ' ., CROSS SECTION RIVER: Springbrook REACH: Lower RS: 4544 INPUT De~cription: Station Elevation Data num= rn Sta Elev sta Elev Sta Elev sea Elev sta Elev 0 " 22. 5 ' 40.5 9 55. 5 ' 61.8 ,., 81-. 2 L9 81. 5 ' 121.5 2 l27.5 a 163. 5 17. 33 Manning's n Values num= sta n Val sta n val sea n Val ' .OS 55. 5 . 035 127.5 .OS Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 55.5 127. 5 m m m . ' . J CROSS SECTION RIVER: Springbrook REACH: Lower RS: 4079 rnPUT Description: Station Elevation Data num= '° sea Elev sea Elev sea Elev sea Elev SU Elev 0 " 22. 5 , 40.5 9 55. 5 a 65. 7 ' 77. 6 . ' 81.5 ' 121. 5 ' 127. 5 ' 163 .5 17 .33 Hanning• s n Values num= Sta n Val Sta n val Sta n Val 0 .OS 55.5 . 035 127 .5 . OS Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr Expan. 55. 5 127. 5 ,so no m ., . 2 CROSS SECTION RIVER: Springbrook RF.ACH : Lower RS· 3309 mPUT Description: Station Elevation Data num= " SU Elev sea Elev Sta Elev Sta Elev Sta Elev 0 10.e 22. 5 '-' 40.5 9. 9 55. 5 '-' " . ' n ., 81. 5 ' 8 121. 5 L8 127. 5 26 163. 5 17 .13 Manning's n Values nllltl= SU n val sea n 'Jal sta n Val 0 . OS 55. 5 . 035 127. 5 .OS sank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 55. 5 127. S so so ,0 ., .J CROSS SECTION RIVER: Springbrook REACH: Lower RS: 3259 INPUT Description: This is a REPEATED section. St.r.ition Elf'vat:ion Data nnm= rn sea Elev sea Elev sea Elev sea Elev sta Elev 0 12. 2 ' 9.' ,a , ., 39 '.' so ' " .3 65.5 L8 105. 5 L8 111. 5 3. 8 132. 5 10. e Manning's n values num= sta n Val Sta n Val Sta n Val 0 . OS 39 .015 111. 5 . OS Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. H 111 5 " " H . ' . 3 CROSS SECTION RIVER: Springbrook REACH : Lower RS: 3225 INPUT Description: Station Elevation Data num~ " Sea Elev Sta Elev Sea Elev Sta Elev Sea Elev 0 12. 2 ' '., " u H 3 ' ,0 . 3 " .3 65. 5 " 105. 5 LS 111. 5 3.' 132.5 10. 8 Manning's n Values num; sea n Val sea n Val Sea n Val 0 . OS " .035 111.5 .OS Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. ss 111. 5 ''° "' "° ' . 3 CROSS SECTION RIVER: Springbrook REACH; Lower RS: 2780 INPUT Description: Station Elevation Data num~ '° Sea Elev sea Elev "' Elev Sea Elev Sea Elev 0 16.9 " ' ' 0 a ' " u 68.2 ., 79. S . ' " u m LS rn u "' 11. 6 Manning• s n values num; sea n val sea n val Sea n Val . OS " . 035 uo .OS Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 58 rn sao '80 uo . ' ., CROSS SECTION RIVER: Springbrook REACH: Lower RS· 2300 INPUT Description: From RW Beck Station Elevation Data num; '° sea Elev sea Elev '" Elev sea Elev Sea Elev 0 16.9 " 8 ' 0 u 58 3.6 ,o ·' " -. ' " u m LS uo u "' 11.6 Manning's n Values num; Sta n Val sea n Val sea n Val 0 . OS " .035 uo .OS Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. S8 DO no ,so "° ' . 3 CROSS SECTION RIVER: Springbrook REACH: Lower RS: 1950 INPUT Description, Station Elevation Data num= n Sea Elev Sea Elev Sea Elev Sta Elev '" Elev 0 " mo " no " m " m " uo ' ,so ' HO ' "' ' "° ''° 0 '90 0 "' 2 ,oo ' <05 HO ' rn ' m " m " rn " 500 " Manning's n values num= "' n val Sta n Val Sea n Val . ' "' .035 <OS ' Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. "' ,OS ,0 m >SO . ' . 0 CROSS SECTION RIVER: Springbrook REACH: Lower RS: 1835 INPUT Description, Station Elevation Data num= " Sta Elev Sea Elev Sta Elev Sta Elev Sta Elev 0 " ., " so H " u 62 '" ,0 ' ,0 ' ,00 ' "' ' m rn 0 m 0 rn ' '" ' "' m _, m _, rn 0 "' ' "' '" ' 590 8 595 '° 600 u 608 " m " ''° " Manning's n values num= Sta n Val Sta n Val Sta n Val 0 ., '"' .035 "' ' Bank Sta: Left Right Lengths: Left Channel Right Coe ff Con tr. Expan. "' "' ., m 200 . ' . 0 CROSS SECTION RIVER: Springbrook REACH: Lower RS: 1715 INPUT Description: Station Elevation Data num= " soa Elev Sea Elev Sta Elev '" Elev Sta Elev 0 " " " " " 60 " " " n ' n ' '°' ' '°' ' m ' u, 0 m 0 m ' '" ' "' ' "' ' '60 ' m ' '86 0 "' _, m _, "' 0 m ' "' ' "' m ' '°' ' m 0 "' ' "' "' ' "' ' "' ' '°' ' sos m _, 5'0 _, m 0 m ' m rn ' rn ' m '° '" " "' " m " "' " "' " "' " m " n6 u m '° "' 8 m ' '36 m ' m 0 m _, "' _, m '" ' 9H ' '39 6 '" 8 950 '° m " 959 H 963 36 "' " Manning's n Values num= Sta n Val sea n Val Sea n val Sta n val Sea n Val 0 .3 '°' .035 H9 . 3 m . 035 "' 3 m .035 m .3 rn . 035 9H . 3 Bank Sta: Left Right Lengths: Left Channel Right Coeff Conti-. Expan. "' 9H 30 "' '"' 3 .3 CROSS SECTION RIVER: Springbrook REACH: Lower RS: 1615 INPUT Description: Station Elevation Data num= " Sta Elev Sta Elev Sta Klev Sta Elev Sta Elev 0 36 50 36 55 H 6S " 69 " " 9 " 9 '°5 6 m ' 338 ' m 0 m 0 HO ' 350 ' 355 ' m ' 3,0 ' 3,S ' 200 0 '°' _, m _, 2H 0 rn ' m ' m ' m ' m ' m 2 m ' m ' 390 ' ,oo 2 m 0 "° _, m _, rn 0 rn ' m ' 553 s m ' sss '° 5'5 " sos H 620 36 rn " 660 20 Manning's n values num= sea n Val Sea n Val Sta n Val Sea n Val sea n val 0 .3 333 . 035 '55 .3 m . 035 rn .3 m . 035 m . 3 m .035 m . 3 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 333 m m m '55 .3 .3 CROSS SECTION RIVER: Springbrook REACH: Lower RS: 1.305 INPUT Desc:dption: Station Elevation Data num= 20 Sta Elev Sea Elev sea Elev Sta Elev Sta Elev 0 16 " H 3' 33 S9 " " e " " " ' " ' " ' " 302 0 '°' ' m ' "' ' "' "' 9 m 30 rn " "' H 309 36 Manning's n Values num~ '" n Val Sta n val sta n Val 0 .3 " .035 252 .3 sank Sta, Left Right Lengths: Left Channel Right Coeff Contr. Expan. "' m rn m no . 3 . ' CROSS SECTION RIVER: Springbrook REACH: Lower RS: 1035 rnMIT Description: Station Elevation Data num~ " sea Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 " m " m " w '° m m 8 "' 6 '93 • "' ' 3" m 0 m ' 333 ' J« • no ' rn ' '" ' "' 0 '" _, srn _, m 0 5'0 ' m • '" • ;,o ' m ' m • m 6 "' ' 68S ,0 6,0 " 69S " '°' " Manning's n values num~ '" n Val Sta n val Sta n val '" n val '" n V-:J.l 0 . ' m .035 "' . ' "' . 035 m ., m . 035 6S6 ., Bank Sta, Left Right Lengths: Left Channel Right Coeff Contr. Expan. "' "' no no no . ' ., CROSS SECTION RIVER. Springbrook REACH: Lower RS: 825 INPUT Description: Station Elevation Data num~ " sta Elev sea Elev sea Elev sea Elev sta Elev 0 " " " " " " ,0 ,0 ' 92 9 99 6 ,OS ' '°' ' U9 m 0 '30 _, HO 0 HS ' '" "' 0 '°' _, m _, m 0 no m ' rn • m • 3'9 ' 330 rn 0 HO _, H8 _, 355 0 360 m ' 390 • m • rn ' 530 m ' '39 6 5<0 ' "' ,0 sso " S60 " m " 580 " Manning's n Values num~ Sta n val Sta n Val Sta n Val Sta n Val Sta n Val 0 ., ,OS . 035 m . ' 3'0 .035 390 . ' rn .035 m ., Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. '°' m ''° ,,, "° . ' . 3 CROSS SECTION RIVER: Springbrook REACH: Lowe:i:-RS· 6.35 mPUT Description: Station Elevation Data num= '° Sta Elev Sta Elev Sta Elev sea Elev sea Elev 0 " ' H '° " " ,0 " ' " ' so ' 55 ' 60 ' ,0 0 90 0 es ' '<5 ' ,so ' m ' m ' "' ,0 m " m H m " Manning's n Values num= Sta n Val Sta n Val Sta n Val . ' 55 . 0.35 ,so ., Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 6S ,so 130 BO rn . 3 ., CROSS SECTION RIVER, Springbrook REACH: Lower RS: SOS INPUT Description, Station Elevation Data num"' '" Sea Elev Sea Elev Sta Elev Sea Elev sea Elev 0 H m H rn " m 30 m ' "' 6 m • rn ' m 0 m m ' "' ' 6H • "' 6 636 '" 30 "' " "' H Manning's n Values num .. Sta n val Sea n val sea n Val .3 rn . 035 6H 3 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. m 636 2BO 2BO 2BO .3 ., CROSS SECTION RIVER: Springbrook REACH, Lower RS: 225 INPUT Description: Station Elevation Data num= as sea Elev Sea Elev sea Elev sea Elev sea Elev 0 36 '° u ,0 " ,0 30 " ' " 6 88 • " ' 9S 0 30S _, '°' -3. 8 ''° -3. 75 "' _, "° 0 m ' m • 3,0 6 m 8 "' 30 ass 3' ae, H ass 36 rn 36 soo u so, " sos 30 530 9 m ' rn ' m • m ' "' 8 m 30 '" " 680 H Manning's n Values num"' Sea n Val Sea n Val Sta n Val sea n val sea n Val 0 .3 s, . 035 m .3 rn . 035 rn . 3 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. " '39 6S S5 6S .3 . J CROSS SECTION RIVER: Springbrook REACH: Lower RS: 170 INPUT Description: Station Elevation Data num"' " Sea Elev SU Elev Sta Elev sea Elev sea Elev 0 36 s H ' 3' " 30 " 8 •• 6 " ' 53 2 s, 0 e3 _, " _, " -4. 75 m -4. 75 "° -• m _, '30 0 rn ' "° • "' 6 m 8 "' 30 m 3' rn H m H "' 38 Manning's n Values num"' sea n Val sea 0 ., " Bank Sta: Left Right " CROSS SECTION RIVER; Sp:dngbrook REACH: Lower INPUT m n val . 035 Sta n Val 240 .1 Lengths: Left Channel Right :1-70 170 170 RS: 0. 1 Coeff Contr. ., Description: Future Conditions HEC-2 Model of Springbrook Creek between Che BRPS and SW 43rd Street. Updated from calibration model ,o remove the sheet piles at the Grady way box culvert. Revise Grady way Box to show cleaned opening configuration And add I 405 Bupass Channel Flow distribution calibrated to future land-use 0.1 ***Upstream Face of BRPS 2300 ***Upstream end Of Forebay 3225 ***Downstream of SW 7th Street Bridge 4947 ***Downstream end of Grady Way Box S348. ***I-405 5858. ***D/S SW 16th Street 5938. ***SCS 1 6958. ***SCS 2 8408. ***SCS 9178. HTSCS 4 P-9 junction 9338. ***SCS 5 9878. .. .... scs 9928 ....... scs 7 9966. ***SCS 8 10011 ....... scs 9 10376. **"SCS 10 10421. ***SCS 11 D/S SW 27th Street 10535. *** scs U U/S SW 27th Street 10595. *** scs 13 11735 ....... scs 14 12775 12825 12935 12985 13935 14905 15275 15418 15468 16288 1 7158 ...... scs 15 SCS 16 D/S SW 34th Street scs 17 U/S SW 34th Street scs 18 scs 19 .... scs 20 SCS 21 D/S Side of Oaksdale Avenue *** SCS 23 U/S side of Oakesdale Avenue scs 24 ••• scs 25 scs 26 Rxpan ., 1 7208 *** scs 27 D/S side of SW 43rd Street Station Elevation Data num~ n Sea Elev sea Elev '" Elev sea Elev Sta Elev 0 " 16 " " " ,0 " B '" " " " H so " " -8. 5 rn -8. 5 m " m H m 16 m " '" ,0 "' " "' " Manning's n Values num~ sea n val sea n val Sea n Val ., so . 035 m ., Bank Sta, Left Right Lengths: Left Channel Right Coeff Contr. Expan. so m 0 0 0 . ' . ' SUMMARY OF MANNING'S N VALUES River Springbrook Reach River Sta. n, n, nS "' ns " "' ne n9 Lower 1 7208 . 075 . 05 . 035 .OS .075 Lower 17158 . 075 . OS m .OS .075 Lower 16288 .OS .035 OS . 075 Lower 15468 m . OS m .OS . 99 Lower 15418 . 075 . OS . 035 .OS . 99 Lower 15346.5 Culvert Lower 15275 . 075 . OS . 035 . 05 .075 Lower 15225 . 075 . OS . 035 .05 . 075 Lower 14995 . 075 . 05 . 035 .05 .075 Lower 14955 . 075 . OS . 035 .05 . 99 Lower 14950 Bridge Lower 14945 . 075 . 05 m . 05 . 99 Lower 14905 . 075 . OS .035 .OS . 99 Lower 13935 . 075 . 05 m .05 . 075 LOwer 12985 . 075 . 05 m .OS . 075 Lower 12935 . 075 . 05 .035 05 . 075 LOwer 12880 Culvert Lower 12825 . 075 . OS . 035 .05 . 075 LOwer 127'75 . 075 . 05 . 035 05 . 075 Lower 11 735 . 075 . OS . 035 . 05 . 075 Lower 11595 . 075 . OS . 0 35 .05 . 075 Lower 10595 . 075 . OS . 035 . 05 . 075 LOwer 10535 . 075 . 05 m OS . 075 Lower 10478 Culvert Lower 10421 . 075 . 05 035 OS . 075 LOwer 10376 . 075 . OS .035 .OS . 075 Lower 10011 . 075 . OS oss .05 . 075 Lower 997]. . 075 . OS . 035 .OS . 075 Lower 9949.5 Bridge Lower 9933 . 075 .035 .014 . 035 . 075 Lower 9928 . 075 . OS oss .OS .075 Lower 9878 . 075 . OS m 05 . 075 Lower 9338 . 075 . 05 . 035 . 05 . 075 Lower 9178 . 075 . OS oss .OS . 075 Lower 8408 . 075 . OS .035 .05 . 99 Lower 6958 . 075 . 05 .035 .OS . 075 Lower 6038 .OS .035 .OS Lower 5938 . 075 . OS . 035 .OS . 075 Lower 5898 .OS . 035 .OS Lower 5868 Bridge Lower 5838 . OS . 035 . 05 Lowe,:-5830 • OS .035 05 Lower 5773 . OS . 035 .OS Lower 5550 . OS .035 . OS Lower 5438 . OS . 035 . OS Lower 5393 . OS .035 . OS Lower 5348 ·°' .035 . OS Lower 5268 . OS .035 . OS Lower 51-43 . OS . 011 • OS Lower 51-00 . OS . 011 OS Lower 5050 . OS . 011 • OS Lower 4950 • OS . 011 • OS Lower 4947 • OS .035 OS Lower 4838 . OS .035 . OS Lower 4774 • OS . 035 . OS Lower 4712 . OS . 035 . OS Lower 4660 • OS . 035 . OS Lowec 4635 . OS .035 .OS Lower 4544 .OS . 035 . OS Lower 4079 . OS . 035 .OS Lower 3309 .05 . 035 . OS Lower 3259 .OS . 035 .OS Lower 3225 OS . 035 . OS Lower 2780 • OS . 035 . OS Lower 2300 .OS . 035 . OS Lower 1950 . ' . 035 ' Lower 1835 ' .035 . ' Lower 1715 . ' . 035 . ' m ., . 035 . ' . 035 . ' Lower 1615 ·' .035 ' . 035 ., . 035 .035 . ' Lower 1305 ., . 035 . ' Lower 1035 ., . 035 ' . 035 ., .035 ' Lowe< 8'S ·' . 035 . ' . 035 ., .035 ' Lower rn ., . 035 . ' Lower sos ., rn ., Lower m ., . 035 . ' . 035 ., LO""Ner "' ., . 035 ' Lower 0.' ., .035 ., SUMMARY OF REACH LENGTHS River: Springbrook Reach River Sta. Left Channel Right Lower l 7208 so so so Lower l 7158 "° "° rn Lower 1-6288 ''° 860 S60 Lower 1-5468 ., ., ., Lower 15418 HS m HS Lower 15346.5 Culvert Lower 15275 ., " ., Lower 15225 rn rn "° Lower 14995 " " " Lower 14955 " " " Lower 14950 Bridge Lower 14945 " " 3' Lower 14905 %0 %0 %0 Lower 13935 ,so ,so 9SO Lower 12985 " ., " I,ower 12935 m m m Lower 12880 culvert Lower 12825 " ., " Lower 12775 1040 1040 1040 Lower 11735 HO HO HO Lower 11595 1000 1000 1000 Lower 10595 " " " Lower 10535 "' rn rn Lower 10478 Culvert Lower 10421 " " .. Lower 10376 no rn rn Lower 10011 " a, a, Lower 9971 '° <O '° Lo,.er 9'.H9 5 Bridge Lower 9933 ' ' ' Lower 9928 so so so Lower 9878 ''° m "° Lo,.er 9338 ''° '60 '60 Lower 91 78 rn rn rn Lower 8408 1450 1450 1450 Lower 6958 ''° "° '" Lower 6038 mo mo ,00 Lower 5938 " " " Lower 5898 " 6' " Lower 5868 Bridge Lower 5838 3 3 Lower 5830 " " " Lower 5773 "' "3 '30 Lower 5550 us '° " Lower 5438 " ., " Lower 5393 ., " " Lower 5348 '° so ,0 Lower 5268 eo m m Lower 5143 " " " Lower 51-00 so so so Lower 5050 '" "' ''° Lower 4950 3 3 3 Lower 4947 '"' '°' '°' Lower 4838 u " " Lower 4774 " " " Lower 4712 " " " Lower 4660 " " " Lower 4635 " " n Lower 4544 "' m "' Lawer 4079 3SO rn no Lower 3309 so so so Lower 3259 " " " Lower 3225 HO m '30 LOwf'r 2780 ''° ''° rn Lower 2300 m aso "° Lower 1950 30 m ,so Lower 1835 " m coo Lower l 715 so ,co m Lower 1615 m no "' Lower 1305 rn rn rn Lower 1035 no no no Lower "' ''° ''° "° Lower 63S '30 rn '30 Lower sos m m m Lower m " " " Lower rn rn rn rn Lower o., 0 0 0 SUMMARY OF CONTRACTION AND EXPANSION COEE'E'ICIE:NTS River· Springbrook Reach River Sta. Contr. E:xpan. Lower 1 7200 .3 . ' Lower 1 7159 . ' . 3 Lower 16288 . ' 3 Lower 15468 . ' ., Lower 154.18 3 .$ Lower 15346. 5 Culvert Lower 15275 . 3 ., Lower 15225 . ' .3 Lower 14995 . 3 s Lower 14955 3 . $ Lower 14950 Bridge Lower 14945 . 3 . ' Lower 14905 . ' . 3 Lower 13935 . ' 3 Lower 12985 . 3 . $ Lower 12935 . 3 . ' Lower 12880 culvert Lower 12825 .3 . $ Lower 12775 ., . 3 Lower 11 735 ., . 3 Lower 11595 ., .3 Lower 10595 .3 ., Lower 10535 .3 .5 Lower 10478 Culvert Lower 10421 . 3 ., Lower 10376 ., .3 Lower 10011 . 3 . ' Lowec 9971 ., . ' Lower 9949.5 Bridge Lower 9933 .3 . ' Lower 9928 . ' . ' Lowec 9878 ' ., Lower 9338 . ' . ' Lower 91 78 . ' ' Lower 8408 . ' . ' Lower 6958 . ' . 3 Lower 6038 . 3 ' Lower 5938 .3 ., Lower 5898 . 3 .s Lower 5868 Bridge Lower 5838 . 3 .s Lower 5830 . 3 ' Lower 5773 ., .3 Lower 5550 . ' 3 Lower 5438 ., . 3 Lower 5393 . ' .3 Lower 5348 . ' . 3 Lower 5268 . ' 3 Lower 5143 . 3 . ' Lower 5100 . 3 ' Lower 5050 .J . ' Lower 4950 . 3 • 5 Lower 4947 .3 . ' Lower 4838 ., . 3 Lower 4774 ., . ' Lower 4712 ., . 3 Lower 4660 ., . 3 Lower 4635 ., 3 Lower 4544 ., .3 Lower 4079 ., ., Lower 3309 ., .3 Lower 3259 ., .3 Lower 3225 ., .3 Lower 2780 ., . 3 Lower 2300 ., ., Lower 1950 ., .3 Lower 1835 ., ., Lower 1. 715 . ' . 3 Lower 1615 ., ., Lowei:- Lower Lower Lower Lower Lower Lower Lower 1305 1035 a,s 63S sos m m 0.1 ' . ' ' . ' . ' . ' . ' Profile Output Table -Standard Table l 3 .3 .3 • 3 .3 .3 • 3 Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit w.s. Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower 17208 17208 l 7208 17208 17208 17208 17208 1 7208 17208 1 7208 1 7208 1 7208 1 7158 17158 1 7158 1 7158 1 7158 l 7158 1 7158 1 7158 1 7158 1 7158 1 7158 1 7158 16288 16288 16288 16288 16288 16288 16288 16288 16288 H,288 16288 16288 15468 15468 15468 15468 15468 15468 15468 15468 15468 15468 15468 15468 Oct Nov Dec Jan ,eb Sac Ape May June July Aug Sept Oct Nov Dec Jan ,es Mac Ape May June July Aug Sept Oct Nov Dec Jan eeb Mac Ape May June July Aug Sept oc, Nov Dec Jan ,Cb Mar Ape May June July Aug Sept (cfsl (ft) (ft) (ft} 32.10 71 40 78 10 77. 70 63. 00 45.50 27. 00 14 .00 12. 80 ' JC ' so 14. 20 32. 10 71 40 78 .10 77 70 63. 00 45 so 27 .00 14. 00 12 80 7. 30 ' so 14. 20 32 .10 71. 40 78 10 77 70 6J. 00 45 so 27 00 14. 00 12 80 JC so 14. 20 32 .10 71 40 78 10 77 70 63. 00 45 so 27 00 14. 00 12. 80 30 so 14. 20 . ,o 5. 70 5. 70 5. 70 5. 70 5. 70 5. 70 5. 70 5. 70 5. 70 5. 70 5. 70 5. 70 s " 5. 70 s " s ,o 5. 70 5. 70 5. 70 5. 70 5. 70 5. 70 5. 70 5. 50 5. so s so 5 SO s so s so 5.50 5.50 5.50 s so s so 5.50 4.70 ·'° ·'° ·'° ·'° 4.70 4.70 ·'° ·'° 4.70 4. 70 4.70 ' " 8 39 SJ ss 21 7. 80 7. 29 6. 83 6. 78 6. 52 " 8' 7 .43 38 S2 " ,0 " ·" ·" 6. 77 6. 51 6. 62 6. 82 7. 13 8.07 8.20 8.19 7.89 7. 49 6.97 6.52 6.47 6.22 6.32 6.53 6.92 7.81 7. 94 7.93 7. 64 7.26 6.78 6.J7 6.32 6.12 6.20 6.J7 6. 11 6.40 AS .H 6. 35 6. 22 6. 07 5. 92 5. 92 5.83 5. 86 5. 93 E.G. Eleo., E G. Slope Vel Chnl Flow Ai:-ea Top Width Froude II Chl {ft) lft./ft) (ft/SI (sq ft) (ft) ·" 8. 42 8. 56 8. 55 8. 23 82 7. 30 6.83 6.78 6.52 G.G4 6.84 7.44 8. 40 8. 54 8.5J 8. 22 7.81 7.29 6.82 6.77 G.51 6.63 6.83 7.14 8.10 8.23 0.22 7.92 7.51 6.99 6.53 6. 48 6. 22 6.33 6.54 6.93 7.83 7. 96 7.95 7.66 7. 27 6.79 6.37 6.33 6.12 6. 2-1 6 .,38 0.000270 0.000297 0.000305 0.000304 0.000289 0.000280 0. 000265 O 000239 0. 000235 0.000207 0.000220 0.000240 0.000278 0. 000302 0.000310 0.000309 0. 000295 0 000287 0.000273 0.000249 0. 000245 0.000217 0. 000230 0.000249 0. 000420 0 000410 0 000412 0.000412 . 000409 000410 . 000429 000491 0. 000503 0. 000607 . 000550 000489 OOOHd . 000236 000245 0. 000244 0. 000225 0. 000195 0.000148 . 000094 000087 0.000049 O 000065 0. 000095 8' l. 21 1. 24 " " ' " " " 0. 62 0. 48 " " 0. 90 1. 21 1. 25 1. 25 1 .16 1. 03 0. 84 0. 65 " " ss 6S 1. 03 1. 37 1. 41 1. 41 1.31 ' " 0. 97 0. 79 0. 77 0. 66 0. 71 0. 80 IJ. 77 1.14 l. 19 1. 19 l. 08 0. 92 0. 70 IJ. 48 0. 45 IJ. 30 0. 37 C. 48 35. 87 59. 23 62. 89 62. 67 54. 63 44. 51 32. 28 21 90 20 81 15. 22 l 7 61 22 08 35 55 58 84 62 .47 62 25 54. 25 44 .15 31 96 21 63 20 55 14. 99 17 37 ::n Bl 31 11 52 .25 55.Jl 55 13 48 24 39. 12 27 72 17 66 16 58 11. 08 13 43 17 SJ 41 82 62. 4 3 65 48 65 30 58. 46 49 Sl. 38 60 29 41 28 48 23. 94 25 84 29 57 23.45 25 83 26. 45 26 41 25. 21 24.28 23. 10 22.05 21 94 21 35 21 60 22.0? 23.42 25. 76 26.J8 26. 34 25.18 24. 24 23.07 22.02 21. 91 21. 32 21. 58 22.04 22.23 22. 82 22.90 22. 90 22.71 22. 46 22. 14 21.85 21.82 21.67 21.73 21.86 22.70 23.67 23. 81 23.81 23. 49 23. 07 22. 54 22. 09 22. 05 21.82 21.92 22. 10 0.13 0.14 0.14 0. 14 0.14 0.13 0.12 0. 11 0. ll 0.10 0. 11 0. 11 0.13 0. 14 0.14 0. 14 0.14 0. 13 0. 13 0.12 0. 11 0.10 0. 11 0.12 0.15 0.16 0.16 0.16 0.16 0.16 0.15 0.16 0.16 0.16 0.16 0 .16 0 .10 0.12 0 .13 0.13 0. 12 0. 11 0.09 0.07 0.07 0.05 0.06 0.07 Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lowei- Lowei- Lower Lower Lower Lowei- Lower Lowei- Lowei- Lower Lower Lower Lower Lowei- Lower Lowei- Lower LOW<:'I" Lower Lower Lower Lower Lower Lowei- Lower Lower Lower Lower Lowei- Lower Lower Lower 15418 15418 15418 15418 15418 15418 15418 15418 15418 15418 15418 15418 15346.5 15275 15275 15275 15275 15275 15275 15275 152'15 15275 15275 15275 15275 15225 15225 15225 15225 15225 15225 15225 15225 15225 15225 15225 15225 14995 14995 14995 14995 14995 14995 14995 14995 14995 14995 14995 14995 H955 14955 14955 14955 14955 14955 14955 14955 14955 14955 14955 14955 Oco Nov "'' oan ,eb Ma. Ape May June July Aug Sept OeO Nov Oee "" Seb Ma< Ape May June July Aug Sept oee Nov Dee Jau Seb Ma. Ape May June July Aug Sept occ Nov Dee Jan Seb Ma. Ape May June July Aug Sept oee Nov Dee Jan ,eb Mac Ape May June July Aug sept 32.10 71. 40 78.10 77. 70 63.00 45. 50 27.00 14. 00 12. 80 . '" .so 14. 20 Culvert 32.10 71. 40 78 .10 77. 70 63. 00 45. 50 27 00 14. 00 12. 80 7. 30 9. 50 14 .20 32 .10 71.40 78 10 77. 70 63 00 45. 50 27 00 14. 00 12. 80 ' ,0 9 SO 14 .20 32 .10 71 .40 78. 10 77. 70 63. 00 45. so 27. 00 14. 00 12. 80 .,0 9. 50 14. 20 32. 10 71 .40 78 .10 77. 70 63. 00 45. 50 27. 00 14. 00 12. 80 . 30 .so 14. 20 4.70 4.70 4.70 4.70 4.70 4.70 4. 10 4.70 4.70 4.70 4.70 4.70 .30 ·'° 4.30 4.30 4.30 4.30 4.30 .30 .30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.10 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4. 40 4. 40 4. 40 ·'° ·" 4. 40 4.40 ·'° ·'° 4 .40 4. 40 4.40 6.91 7.80 7.93 7. 92 7.63 7.25 6. 77 ' 3' 6. 32 6.11 6. 20 6. J7 " 7. 65 1. 78 7.78 7. 48 7.09 6. 59 6.11 OS 5. 76 5.89 6.11 6.73 7.63 7.76 7.75 7. 46 1.oe 6.58 6.10 6. 04 5.75 5.88 6. 11 6.66 7.53 7.65 7.64 7.16 6. 99 6.52 6. 06 6.01 5.73 5. 85 6. 07 6.65 7.52 7. 64 7. 63 7. 36 6.98 6. 51 0 OS 6. 00 '3 8S 06 s 39 5. 70 ' " 5. 74 5. 65 5. 52 5.34 5 .17 5. 16 ·" " ' " 5.15 5. 53 ·" " 5. 45 5. 29 5. 09 4.91 4. 88 4. 77 3 " 4.91 5. 20 5. 53 5.57 ' " 5. 46 5. 32 5 .15 4.98 4. 96 ·" . 90 4.98 'n 7. 82 9S 7. 94 ' Vi ' " 6. 78 6. 37 6. J2 ' u 6 ,0 J; 6. 76 7. 69 7. 82 " " ,n ' '° 6.11 6. 06 5. 76 s " '" " " ; 80 ' " ' so ' '° ' " 6 .10 6. 05 5. 76 5. 89 6.11 6. 68 ·" " " '° 0, 6. 53 ' °' 6 °' ' '3 ; " ' °' 6. 66 7. 54 " ' " 3' ' cc ' " 06 °' n ss ,, 0. 000166 0.000240 0 000248 0.000248 0. 000228 0.000198 0. 000150 0. 000095 0. 000087 0.000049 0 000065 0. 000095 0 000265 0. 000426 000449 000448 0.000396 0. 000326 0. 000239 0. 000158 0.000149 0. 000101 000121 000160 000271 0. 000425 0. 000444 O 000443 0.000398 0 000333 0. 000244 0. 000161 0. 000152 0. 000102 0. 000123 0. 000163 0. 000301 0.000477 0.000499 0.000498 0.000447 O. OOOJ 72 0 000270 000175 000165 O 000109 0. 000133 0.000177 0 000225 0. 000325 0.000337 0.000337 0. 000309 0. 000267 0. 000206 000147 000141 000102 000118 000148 0.77 1.15 1.20 l. 20 l. 08 0.92 0.70 ·'" ·" 0.31 0.37 0. 48 1. 00 1.51 ·" . 57 1. 42 1.20 0.91 0.64 0.61 0. 44 0.51 0.64 . °' ·" 1.59 .SB .'3 1.21 0. 92 0. 64 0. 61 0. 44 0.51 0.64 1.04 1.58 1.65 1.65 l. 49 1.26 0.95 0.66 0.63 0. 45 0.52 0.66 0.88 1.30 1.36 . 3S .'3 l. 05 0.81 ·" .ss ·'° ·" 0.58 41 63 62 .14 65 .19 65. 01 58 19 49 28 JS. 43 29 31 28 39 23. 89 25. 77 29 46 32. 07 47. 36 49 60 49 47 44. 44 J7. 83 29 59 22. 00 21. 15 16. 72 18. 65 22. 14 31. 85 46.98 49 20 49 07 44 .10 37. 55 29 40 21 88 21. 03 16. 64 18. 56 22. 02 30. 76 45 .1.4 47. 26 47 .14 42. 40 36. 18 28. 44 21. 28 20. 47 16. 28 18 .11 21 41 36. 40 54. 84 57. 57 57. 41 51. 30 4 3. 32 33 43 24. 36 23. 34 18 06 20. 37 24. 52 22. 69 23. 66 23. 80 23. 79 23 .48 23. 06 22. 54 22. 09 22, 04 21. 82 21.91 22 .10 16. 22 17. 29 17 .45 17 .44 17. 09 16. 63 16. 04 15 ,47 15 .40 15. 06 15. 21 15 .48 16. 20 17. 27 l 7 .42 17. 41 l 7. 07 16. 61 16. 02 15 .46 15 ,40 1S. 06 15. 21 15. 4 7 16. 12 1 7 .14 17. 29 17. 28 16. 95 16. Sl 15. 95 1S. 41 15. 35 15. 03 15. 17 15 .42 20. 61 22 .12 22, 34 22. 32 21. 84 21.19 20. 36 19 .56 19 .4 7 18, 99 19. 20 19, 57 " u 0 .13 u " n 09 ·°' ·°' 0. 05 0. 06 0. 07 0.13 0.16 0 .16 " " H u 09 0. 09 0. 07 0. 08 0. 09 .u 0. l.6 0 .1 7 n " 0.14 0. l.2 09 09 0, 08 0. l.O 0. l.3 " " 0 .18 0. l. 7 " u 0. l.O 0 .10 0. 08 08 " 0. 12 " " 0. l.5 0 .14 O.lJ n 09 09 0, 08 09 Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower LOwer Lowe. LOwer Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower Lower 14950 14945 14945 14945 14945 14945 14945 14945 14945 14945 14945 14945 14945 14905 14905 14905 14905 14905 14905 14905 14905 14905 14905 14905 14905 13935 13935 13935 13935 13935 13935 13935 13935 13935 13935 13935 13935 12985 12985 12985 12985 1.2985 12985 1.2985 12985 12985 1.2985 12985 1.2985 1.2935 12935 12935 12935 12935 12935 12935 12935 12935 12935 1.2935 12935 occ Nov Dec J= eeb Mac Ape May June July Aug Sept occ Nov Oec Jan "b Mac Ape May June July Ang Sept Oct Nov 0,C oan "b Mac Ape May June July '"g Sept ace Nov Oec Jan Feb ,Sr Ape ,ay .June July Aug Sept occ Nov Dec Jan eeb Ma< Ape May June July Aug Sept Bridge 32 .10 71 40 78 10 77 70 63. 00 45 so 27. 00 H.00 12 80 o 30 ' so 14 20 .32 .10 71. 40 78. 10 77. 70 63. 00 45 50 27 00 14. 00 12. 80 ' 30 9 SO 1.4 .20 32 .10 71 40 78 .10 77. 70 63. 00 45. 50 27.00 14.00 12. 80 7. 30 9.50 14. 20 32.10 71. 40 78.10 77. 70 63.00 45.50 27. 00 14.00 12. 80 7.30 9. 50 14.20 32.10 ?l. 40 78 10 77. 70 63. 00 45 50 27 00 14. 00 12. 80 ' 30 9 SO 14. 20 4 .40 4.40 4 .40 4 .40 4.40 4 .40 4.40 4.40 4.40 4.40 4.40 4.40 4.40 4.40 4.40 4. 40 ·'° ·'° ·'° ·'° 4. 40 4. 40 ·'° ·'° 4.70 4.70 4.70 4.70 4.70 4.70 4.70 4.70 4.70 4. 70 ,0 . ,0 4. 20 4. 20 4. 20 4. 20 ,0 ·" " ·" 4. 20 4.20 ,0 ·" 4. 20 4.20 4.20 ·'° ·'° 4.20 ·'° ·'° 4. 20 ' " 4. 20 4.20 6.65 7.Sl " " 7. 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OS 6. 00 5. 72 " 06 6. 33 7 .15 " ·" 6.99 ·" .20 5. 80 5. 75 5.51 5. 62 5.80 6. 09 ' " 6 96 6. 95 6.70 6.37 5. 97 5. 62 5. 58 5 .40 5 .48 5. 63 ·" 6. 83 6. 94 6. 94 6. 69 6. 36 5.97 5. 62 5.58 5. 40 ' " 5.63 0. 000226 0 000327 0.000339 O. 000338 0. 000310 0. 000268 0.000207 000147 000141 000102 .000119 .000118 000229 0. 000332 0. 000344 0. 000343 0 000315 0. 000272 0 000210 0. 000149 0.000143 0. 000104 000120 000151 0.000516 000482 .000478 0.000478 0 000487 000499 .000529 .000597 .000614 0.000746 0.000663 0.000595 0. 000150 0.000222 0.000229 0.000229 0.000211 0.000182 0.000136 0.000086 0.000080 O. 000045 0. 000059 0 000087 0.000043 0.000067 O. 000069 0. 000069 0. 00006] 0. 000053 0.000038 0. 000023 0.000021 C. 000012 0. 000015 0. 000023 0. 88 1. 30 l. .16 1. 36 1. 23 .OS " .S8 " ·'° 0.47 0. 58 ·" 1. 31 1.37 1.36 l. 24 1.06 0.81 0.58 0.55 0. 41 0. 47 0.58 1. 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